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CMD95A Hwy. 101 Drainage CITY OF ENCINITAS - AGENDA REPORT CITY COUNCIL Meeting Date: October 10, 2001 TO: City Council FOR YOUR RECORDS VIA: Kerry L. Miller, City M a e From City Clerk FROM: Leroy Bodas, Directo of ngineering Services SUBJECT: Adoption of Resolution No. 2001-55 authorizing the Director of Engineering Services to accept offers of dedication of real property, easements, and subdivision improvement agreements. BACKGROUND: The City is about to begin the construction of the Leucadia Drainage Project that will address flooding problems west of Highway 101 from Athena to the North City limits, and a couple of areas east of Vulcan Avenue. Furthermore, during this same project the City will be replacing an existing sewer force main along the same stretch of Highway 101. The majority of the storm drain and sewer force main will be installed in NCTD right of way. Because of this, the City needs to obtain an easement from NCTD. DISCUSSION: During the process of obtaining an easement from NCTD, a representative from NCTD informed the City that NCTD would not accept the signature from the Director of Engineering Services unless the City submitted a copy of a Resolution where Council authorized the Director of Engineering Services to sign for easements. Resolution 94-107 (See attachment A) authorized the Director of Engineering Services to accept offers of dedication of real property. However, since it didn't specifically mention easements in the Resolution, NCTD did not accept it as authorizing the Director of Engineering Services to sign for easements. Consequently, a new resolution which specifically includes easements must be adopted in order to obtain the necessary easement from NCTD. FISCAL IMPACT: There will be no fiscal impact in obtaining the easement from NCTD. ENVIRONMENTAL STATUS: A mitigated negative declaration was adopted by Council on June 10, 1999. Furthermore, the City has obtained Coastal Development Permits for both Encinitas and Carlsbad, a 401 Permit with the Regional Water Quality Control Board, a 43 Nationwide Permit with the Army Corps of Engineers, and a 1601 Permit with the State Department of Fish and Game. ar6530 RECOMMENDATION: City Council adopt Resolution No. 2001-55 authorizing the Director of Engineering Services to accept Offers of dedication of real property, easements, and subdivision improvement agreements. Attachment: Resolution No. 94-107 Resolution No. 2001-55 RESOLUTION NO. 94-107 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ENCINITAS AUTHORIZING THE DIRECTOR OF ENGINEERING SERVICES TO ACCEPT OFFERS OF DEDICATION OF REAL PROPERTY AND SUBDIVISION IMPROVEMENT AGREEMENTS BE IT RESOLVED by the City Council of the City of Encinitas, California, that the Director of Engineering Services is authorized to accept on behalf of the. City Council offers of dedication of real property and subdivision improvement agreements. BE IT FURTHER RESOLVED that the Director of Engineering Services is authorized to act on behalf of the City in the above described transactions. PASSED AND ADOPTED this 9th day of November, 1994, by the following vote, to wit : AYES: Bond, Davis, Duvivier, Hano, Wiegand NAYS : None ABSENT. None ABSTAIN: None G it Hano, Mayor City of Encinitas T: E: Ja ;'Pad;, City Clerk ATTACHMENT A RES4237 BOOK a - —rage l� --• s CITY OF ENCINITAS AGENDA REPORT CITY COUNCIL Meeting Date: September 26, 2001 FOR YOUR RECORDS From City Clerk TO: City Council VIA: Kerry L. Miller, City z r FROM: ifteroy Bodas, Interim irector of Engineering Services SUBJECT: Award of contract for construction of Leucadia Drainage and Sewer Force Main to Vadnais Corporation in the amount of$ 3,931,607.00. (CMD95A and CEE97A) BACKGROUND: Several sump areas exist west of Highway 101 from Athena to the north city limits, and east of Highway 101 at Hermes Avenue and Cereus Street which have experienced reoccurring flooding in the past. This project will provide a drainage outlet for the sump areas. Furthermore, an existing sewer force main along the east side of Highway 101 is in need of replacement. This project will construct a major portion of the force main. DISCUSSION: On August 30, 2001 three bids were received for the construction of the proposed project. The Engineer's estimate is $4,000,000. The bids were as follows: Vadnais Corporation $3,931,607.00 Orion Construction $5,984,596.00 Colich Construction $5,855,495.00 FISCAL IMPACT: Available funding for this project is available in the amount of$4,460,000.00. ar6561 The following is a breakdown of current and project costs for the project: Current costs: $ 691,929.56 Construction: $3,931,607.00 Construction staking: $ 35,000.00 Estimated soil/material testing $ 20,000.00 Sub-total $4,678,536.56 Contingency $ 200,000.00 Total costs $4,878,536.56 Budget for CMD95A $3,890,000.00 Budget for CEE97A $ 570,000.00 $4,460,000.00 Less Total costs for project $4,878,536.56 ; Net shortfall $ 418,537.00 There are insufficient funds for the project. The reason for the net shortfall was due to unforeseen significant costs incurred by the City to prepare studies and obtain permits from several regulatory agencies. The cost to provide an enlarged detention basin at the outlet, and add a storm drain segment to drain the sump on Athena Street added $375,000 to the project cost. Since the Neptune Drainage project is on hold, monies from that project could be transferred to the Leucadia Drainage project. There is $349,319 available from the Neptune project. In future fiscal years, funding can be provided for the Neptune Drainage project. RECOMMENDATION: It is recommended that the City Council award the contract to Vadnais Corporation in the amount of $3,931,607, and transfer $ 349,319 from the Neptune Drainage project and $69,218 from the General Fund to the Leucadia Drainage project in order to meet the shortfall. ar6561 4 dk ON BA IQUITOS �� v VE 33 i COSTA : g' �` ��. ___ - � I`�'� '.;`.• h� � � \ u III ~r �"� �. \ �� •B a i •• ORfr 1, p I ��\. L..�`I�\1, �C\ ! ° 'Sr I ;1\, 1 /��i.rr .! I '^1�1i 1 . •�1��� 1 •� /� � • II �. 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I C 9.. �'•� ILI PROJECT VICINITY 6 THE OF THIS DOCUMENT WAS RECORDED ON OCT 30, 2001 0 01417 RECORDING REQUESTED BY: GRDOCUMENT NU BBER COUNTY Q7R88ECORDER SRN DIEGO COUNTY RECORDER'S OFFICE TIME: 4.22 FM After recording mail to: Attn: Real Estate Department North County Transit District 810 Mission Avenue Oceanside, California 92054 -NO FEES DUE- FOR BENEFIT OF PUBLIC AGENCY (Space above this line for County Recorders Use Only) APN: 216-042-11; 254-060-16; 254-052-14; 254-255-01; 254-255-02; 254-323-01; 256- 030-28; 256-090-18; 256-300-24 EASEMENT AGREEMENT BY AND BETWEEN NORTH SAN DIEGO COUNTY TRANSIT DEVELOPMENT BOARD AND THE CITY OF ENCINITAS 1. Purpose and Intent THIS EASEMENT AGREEMENT (the "Agreement") is made and entered into as of the effective date of OcT o a E R t ct , 2001, (the "Effective Date") by and between the North San Diego County Transit Development Board ("NCTD"), and the City of Encinitas (hereinafter referred to as "Grantee" or "City"); and WHEREAS, NCTD owns a Right-of-Way for railroad purposes which it uses for public transit and freight; and WHEREAS, NCTD has policies regulating and governing the use of its Rights- of-Way; and WHEREAS, the Grantee has applied for the issuance of a Easement in accordance with such policies; and WHEREAS, NCTD has analyzed fully and considered the technical ability, financial condition, and legal qualifications of the Grantee; and WHEREAS, NCTD, after such consideration, analysis and deliberation has approved and found sufficient the technical, financial and legal qualifications of the Grantee; and t WHEREAS, NCTD has considered and analyzed the plans of the Grantee for the location and installation of storm drain and sewer main facilities and found the same to be adequate, feasible and in the public interest; and WHEREAS, the storm drain and sewer facilities have been located so as to minimize the chance that they will interfere with NCTD's future use of the property for public transit purposes; and WHEREAS, NCTD and the Grantee have agreed to be bound by the conditions hereinafter set forth. NOW, THEREFORE, in consideration of the foregoing and the mutual promises contained herein, the parties agree as follows: 2. Grant of Easement 2.1 There is hereby granted by NCTD to the Grantee, in perpetuity, the right to construct, use, operate, own and maintain the storm drain and sewer facilities (the "Facilities") on NCTD's property described in Exhibit "A" (the "Premises") subject to applicable local, state and federal law and this Agreement. 2.2 Without reducing its power to adopt and enforce ordinances and regulations necessary to the health, safety and welfare of the public, NCTD hereby grants to Grantee authority to use certain public rights-of-way. The Facilities are described in and shall be installed as is illustrated in Exhibit "B". 2.3 Grantee shall not increase or decrease or permit to be increased or decreased the ground elevations of the Premises existing at the time this Easement is executed. 3. Easement Not Exclusive This Easement conferred in Section 2 above is non-exclusive. The Grantee shall respect the rights and property of NCTD and other authorized users and owners of rights-of-way, easements, power poles, street light poles, vaults, and conduits. Except as otherwise required by applicable law, disputes between the Grantee and parties other than NCTD over the use of the easements, power poles, street light poles, vaults, conduits and other rights-of-way shall be submitted to NCTD for resolution. Grantee expressly agrees the Facilities shall not interfere with any and all uses of the surface property. 4. Relocation 2 The Grantee shall, after receiving written notice from NCTD, in a time and ' manner mutually agreed upon, remove and relocate any City Facility(ies) constructed pursuant to this Easement Agreement that NCTD determines interferes with NCTD's current or future use of its property for public transit purposes. Said City Facility(ies) may be relocated within NCTD's right-of-way if it is feasible to do so. 5. Amendment of Easement Agreement Nothing shall preclude the parties from amending this Agreement in accordance and consistent with the Policy. 6. Compensation From and after the Effective Date of this Agreement and throughout the full term of the Easement, the Grantee shall not be subject to an annual fee. 7. Compliance with Policies; Other Laws; Contracts; Severability 7.1 The Grantee agrees to comply with all applicable terms, conditions and requirements of NCTD's policies regarding rights-of-way and other NCTD ordinances, rules and regulations, unless specifically amended herein; and to comply with all applicable laws and regulations of the federal, state, county, local governments and all administrative agencies thereof, including but not limited to judicial orders. 7.2 If any provision of this Agreement or any related agreement is held by any court or by any federal, state, or county agency of competent jurisdiction to be invalid as conflicting with any federal; state or county law, rule or regulation or contract now or hereafter in effect, or is held by such county or agency to be modified in any way in order to conform to the requirements of any such law, rules and regulations or contract, said provision shall be considered as a separate, distinct and independent part of this or such other Agreement, and such holding shall not affect the validity and enforceability of all other provisions hereof or thereof. In the event that such law, rules and regulations or contract, is subsequently repealed, rescinded, amended or otherwise changed, so that the provision hereof or thereof which had been held invalid or modified is no longer in conflict with the law, rules and regulations or contract then in effect, said provision shall thereupon return to full force and effect and shall thereafter be binding on the parties hereto, provided that NCTD shall give the Grantee sixty (60) days' written notice of such change before requiring compliance with said provision. 7.3 Grantee shall not use, generate, store, release or dispose of any hazardous material or substance on, under, about or within the Premises in violation of any law or regulation. Hazardous material or substance shall mean petroleum or any petroleum product, lead, asbestos, or any substance known by the State of California to cause cancer and/or reproductive toxicity, and/or any substance, chemical or waste that 3 is described as hazardous, toxic or dangerous in any applicable federal, state or local law or regulation. 8. Indemnification Grantee agrees to protect, save, defend and hold harmless NCTD and its Board and each member of the Board, the San Diego Northern Railroad, the National Railroad Passenger Corporation ("AMTRAK") and the Burlington Northern Santa Fe Railway Company ("BNSF"), their officers, agents and employees from any and all claims, liabilities, expenses and damages of any nature, including attorneys' fees, for injury or death of any person, or damage to property, or interference of use of property, arising out of or in any way connected with the negligent acts, errors, or omissions or wilful misconduct by Grantee, Grantee's agents, officers, employees, subconsultants, or independent consultant's hired by Grantee. The only exception to Grantee's responsibility to protect, save, defend and hold harmless NCTD, is due to the sole negligence, wilful misconduct or active negligence of NCTD. This hold harmless agreement shall apply to all liability regardless of whether any insurance policies apply. Any policy limits shall not limit the amount of indemnification to be provided by Grantee. 9. Taxes Nothing contained in this Agreement shall be construed to exempt the Grantee from any tax levy or assessment which is or may be hereafter lawfully imposed. Notice is hereby given pursuant to Revenue and Tax Code Article 107.6 that this Easement may create a property interest subject to property taxation and may subject Grantee to the payment of property taxes levied on such interest. 10. Condemnation If all or part of the Premises is acquired by eminent domain or purchase in lieu thereof, Grantee acknowledges that it will have no claim to any compensation awarded for the taking of the Premises or any portion thereof, including Grantee's interest in the Premises. Grantee also acknowledges that it will have no claim to any compensation paid as severance damages, or for loss of or damage to Grantee's improvements. 11. Relocation Assistance Waiver Grantee is hereby informed and acknowledges the following: 11.1 By entering into this Easement, Grantee may become entitled to receipt of "relocation assistance benefits" ("Relocation Benefits") pursuant to the Federal Uniform Relocation Assistance Act (42 U.S.C. § 4601 et seq.) and/or the California Relocation Assistance law (Cal. Gov. Code § 7260 et seq.) (collectively, the "Relocation Statutes"), if NCTD makes use of the Premises in such a way as to 'displace' Grantee from the 4 Premises. Pursuant to the Relocation Statutes, NCTD may become obligated to make relocation benefit payments to Grantee even when displacement of Grantee does not otherwise constitute a default of NCTD's obligations pursuant to this Easement. 11 .2 Relocation Benefits payments to "displaced persons" may include payment of (i) the actual and reasonable expense of moving himself or herself and a family, business, or farm operation, including personal property, (ii) the actual cost of re- establishing a business or farm operation, but not to exceed Ten Thousand Dollars ($10,000) or (iii) payment in lieu of moving expenses of not less than One Thousand Dollars ($1,000) or no more than Twenty Thousand Dollars ($20,000). 11.3 In consideration of NCTD's agreement to enter into this Easement., Grantee hereby waives any and all rights it may now have, or hereafter obtain, to Relocation Benefits arising out of its occupancy of the Premises pursuant to this Easement and releases NCTD from any liability for payment thereof. Grantee, further, shall in the future execute any further documentation of the release and waiver provided hereby as NCTD may reasonably require. 12. Vibration and Noise From Train Operations Grantee hereby recognizes and acknowledges that railroad tracks are located on or adjacent to the Premises, and that the operation of trains over the tracks does and will produce vibrations and noise levels which may be considered objectionable by the employees, agents, tenants, or invitees of the Grantee. With knowledge and understanding of these facts, Grantee by execution of this Agreement, accepts the Premises and agrees that no legal action or complaint of any kind whatsoever shall be instituted against NCTD by Grantee or on Grantee's behalf as result of vibrations and noise levels or as a result of the use of the railroad tracks in general. Grantee also agrees to indemnify and save harmless NCTD against any loss, damage, liability or expense which might occur as a result of such action being taken by Grantee, its employees, agents, tenants or invitees or anyone on Grantee's behalf. The term "NCTD" as used in this Section includes any railroad company operation on tracks. 13. Construction 13.1 Any work performed or caused to be performed by Grantee on the Premises shall be performed (a) at Grantee's sole cost and expense; (b) in accordance with any and all applicable laws, rules and regulations (including NCTD's rules and regulations) and (c) in a manner that is satisfactory to NCTD and which meets or exceeds the then applicable standards of the industry for such work. Grantee shall submit work plans to NCTD for review and approval prior to commencement of any construction, reconstruction, installation, restoration, alteration, repair, replacement or removal (other than normal maintenance) (hereinafter, "Work") on the Premises. Except in cases of emergency, Work must be carried out pursuant to work plans 5 approved in writing by NCTD. In addition, Grantee shall provide NCTD and all holders • of underground utility facilities located with the Premises with at least 7 calendar days written notice prior to commencement of any Work on the Premises pursuant to Section 15 below. In the event of an emergency, Grantee shall notify NCTD's representative personally or by telephone prior to commencing any Work. Upon completion of any Work, Grantee shall restore the NCTD property to its condition immediately preceding the commencement of the Work, unless otherwise requested by NCTD. 13.2 Non-interference. Grantee agrees that no Work by itself or its authorized agent will interfere with any railroad operations on the right-of-way. 13.3 Reimbursement of NCTD. Grantee shall reimburse NCTD, within 30 days of invoice, for all cost and expense incurred by NCTD (including a 7.2% administrative fee) in connection with any Work. These costs include, but are not limited to, consultants fees, mark out of railroad facilities, the expense of furnishing inspectors, security and flag protection as NCTD deems necessary, the installation and removal of false work beneath tracks, equipment rentals and restoration of NCTD right-of-way to the same condition as when Grantee entered thereon. 13.4 Flag Protection. Flag Protection shall be required when Grantee's operations on or adjacent to the railroad right-of-way present a danger to NCTD's rail facilities. NCTD in its sole discretion, shall determine the need for Flag Protection. 13.5 Crossing Right-of-Way. No vehicular crossing over NCTD's tracks shall be installed or used by Grantee without prior written permission of NCTD. 13.6 NCTD shall have the right to enter the Premises to post notices of non- responsibility. Grantee shall not permit any mechanics' or other liens to be filed against the Premises or against its interest herein by reason of labor and materials furnished to the Premises at Grantee's insistence or request. If any such lien is filed against the Premises, Grantee shall cause the lien to be discharged of record, either by payment of the claim or by posting and recording a bond pursuant to California Civil Code 3143, within twenty (20) days after demand by NCTD. Grantee shall indemnify, hold harmless and defend NCTD from and against any such lien. 13.7 The Grantee shall pay for any grade crossing protection and safety devices that NCTD is required to install as a result of this Easement pursuant to the safety rules, regulations and laws of the State of California, the California Public Utilities Commission or any other governmental agency having jurisdiction over railroad safety requirements. 13.8 If required by NCTD, Grantee shall, at its sole cost and expense, install barrier fencing, K-rail and/or landscaping to shield the railroad track area from public access and/or the improvements thereon from public view. NCTD shall have the right to 6 review and approve fencing and/or landscaping plans prior to installation. Grantee shall not install or use any underground storage tanks on the Premises. 13.9 Grantee shall provide NCTD with the results of all tests and studies conducted on NCTD property. 13.10 Notice of Construction. At least 7 days prior to the start of any work on the right-of-way, Grantee shall provide notice to NCTD's Real Estate Department (760) 966- 6504 (810 Mission Ave., Oceanside, CA 92054). 13.11 Notice of Excavation. Grantee shall provide notice to DIG-ALERT at (800) 422-4133 and to MCI Telecommunications Corporation at (888) 258-0808 prior to any excavation in the Right-of-Way. 14. Maintenance and Repair Grantee shall, at its sole expense, maintain the Premises in a condition satisfactory to NCTD during the term of this Agreement including performance of all maintenance and clean-up of the Premises and any improvements thereon as necessary to keep both in good order and condition, in accordance with applicable governmental codes. Grantee shall be responsible for any citations issued by any agency having jurisdiction as a result of Grantee's failure to comply with local codes. 15. Service of Notice 15.1 Except as otherwise provided in Article 15, all notices required or permitted to be given to either party by the other party under any provisions of this Agreement shall be in writing and shall be deemed served: a) When delivered by hand or by Federal Express or similar service to that party's address set forth below during normal business hours; or b) When mailed to any other person designated by that party in writing herein to receive such notice, via certified mail, return receipt requested. 16.2 Notice shall be given to the following: a) If to NCTD: North San Diego County Transit Development Board 810 Mission Avenue Oceanside, CA 92054 Attn: Real Estate Department b) If to Grantee: City of Encinitas 505 S. Vulcan Avenue Encinitas, California 92024 Attn: Director of Engineering Services 17. Laws, Venues, and Attorneys' Fees This Agreement shall be interpreted in accordance with the laws of the State of California. If any action is brought to interpret or enforce any term of this Agreement, the action shall be brought in a state or federal court situated in the County of San Diego, State of California. In the event of any claim, legal action or proceeding between the parties arising under or concerning this License, the prevailing party shall be entitled to reasonable attorneys' fees and expenses as part of the judgment resulting therefrom. 18. Acknowledgment that Terms are Understood The Grantee acknowledges that it has read and fully understood the terms of both the agreement and the ordinance and agrees to be bound by the same. IN WITNESS THEREOF, the parties have signed below, effective as of the Effective Date, by their duly authorized representatives. North San Diego County Transit City of Encinitas Development Board By: By: / Q Name: rriV A Name: LCrot' � 8�5 Title: �a1-it/E DiRe�T+� Title: Attest: Attest: Pik4-77M KO 8 State of California ) CAPACITY County of San Diego ) CLAIMED BY SIGNER Ono • 111,W0 before me, �D - �f�'�' `� INDIVIDUAL(S) DATt F NOTARY CORPORATE personally appeared (:, S� ti'-=> OFFiCER(S) NAME(S)OF SIGNER(S) PARTNER(S) personal) known to me OR- proved to me of the basis of satisfactory ATTORNEY-IN-FACT evidence to be the person(s) whose name(s) 1s re subscribed to the TRUSTEE(S) within in pent and acknowledge to me th� he/they ecuted the SUBSCRIBING WITNESS same i hi er/their authorized capacity(ies), and that b6 his er/their GUARDIAN/CONSERVATOR signature(s) on the instrument the person(s), or the entity upon behalf OTHER: of which the person(s) acted, executed the instrument. SIGNER IS REPRESENTING: OFFICIAL SEAL NAME OF PERSON(S)OR ENTITY(IES) RANDA G. MILLJOUR ®' o NOTARY PUBLIC-CALIFORNIAM COMM.NO. 1204250 SAN DIEGO COUNTY '`"""" MY COMM.EXP.JAN.6,2003 Witness 66 .Si nature of Nidtary ATTENTION NOTARY: Although the information requested below is OPTIONAL,it could prevent fraudulent attachment of this certificate to unauthorized document. THIS CERTIFICATE Title or Type of Document MUST BE ATTACHED Number of Pages Date of Document TO THE DOCUMENT Signer(s) Other Than Named Above DESCRIBED AT RIGHT: 9 CALIFORNIA ALL-PURPOSL .ACKNOWLEDGMENT i State of r : County ofd On QCTC16F tZ- 19 2001 before me, 6 4 >;/Zy C- D . I°GQ ,'i c✓S,✓i✓4i�f'c}' /°G!/3�z ) Date Name and Title of Officer(e.g.,"Jane Doe,Nota Public") ) personally appeared T 1'/-CC1`F l Kernels)of Signer(s) ersonally known to me proved to me on the basis of satisfactory evidence to be the personl*,whose nameNis/8tm subscribed to the - within instrument and acknowledged to me that he/NW/fT y CHERYL D.*12M S executed the same in his/tt dfhe�authorized capacity0e� Commission#7?53357 ) tea,PUbrK:-Calif Fnb and that by his/hw4their signatureN*on the instrument the Son DkW personX,, or the entity upon behalf of which the personj-s,L 10Wcornnb1113k=`Dec4.M acted, executed the instrument. WITNESS my hand and official seal. ) ignature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document FlgS45 n7glu7- q i'VD 6 r 7- )h,h/ 00 TI Title or Type of Document: . 514/7) 12-rF90 C'D hazy Tleglunl>' PFur �o�°.�iFir/l �cAi�J 0 7 H E e Z T rnl-- ' Document Date: l71° 7-6 4 C%/5- /9 2 00 / Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) ) Sig is Name: Signer's Name:, ❑ Indivi al ❑ Individual ❑ Corporat Officer Corporate Officer Title(s): Title(s):l-X FP liTZl)� �rt!'�n TO ❑ Partner—E] L' ited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorney-in-Fact ❑ Attorney-in-Fact ❑ Trustee _ ❑ Trustee El Guardian or Conserva r ❑ Guardian or Conservator ❑ Other: Top of thumb here ❑ Other; Top of thumb here I Signer Is Representing: Signer Is Representing: ) /I O/�T6- SAIL) /7T ,Ego eovtUr� i 121,4,-Vs -z T- )DEL)c-Z 5,- i-nrr OA P_V i ®1996 National Notary Association•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 Prod.No.5907 Reorder.Call Toll-Free 1-800-876-6827 LXHIBII "A" AND SHINER CITY OF EN INITAS CONTROL PT. 10 [LAINA(,E EASEMENT PLAT N31 '12 ' 05"W 1101 . 01 ' POINT OF N16 '56 ' 21 "W 456. 13 ' TEW N 15 '03'20"W 1084.75' V�'`CD s f� r' rZcl) .G GRANDVIEW H U `,` S62 '51 ' O0"W p�_3a o3A11 15. 31 1 4IF'0RZ N15 '03 ' 20"W 2479.76 ' RAILROAD RIGHT OF WAY 1 JASON ST CENTERLINE 20.00' WIDE STORMDRAIN EASEMENT WW S74 '56' 40"W 14. 95 ' U G o N15 'O3' 2O"W 1600. 96 ' z PHOEBE ST ` 0 S74 '56' 4B"W 14. 98 ' ✓ N13 *45'13"W 440.10' JASPER ST N15 003'20"W 239.10' LEUCADIA BLVD N74 '56'40"E 28.2 1' S74 '56 ' 43"W 15. 00 ' 16 '54'47"W 308.54' EUROPA ST N 15 003'20"W 25.37' A= 8 '42 ' 13" R=5765. 00 ' A=875.74 ' S66 '08' 30"W 15. 00 ' N62 '06 ' 23"E 5. 33 ' A= 4 '08 ' 06" CADMUS ST C N27 *53'37"W 79.48' R=5765. 00 ' A=416. 05 ' N27 *53'37"W 438.48' A N27 *53'37"W 35.42' N25*2B'30"W 438.B7' 0a5 N28 '41 ' 44"W 3140. 68 ' S62006 ' 23"W 15. 00 ' S62 *06'23"W 80.00' 1/2' REBAR WITH 2" CAP WD. ENC TC i POINT OF BEGIN M PE 815 LEGAL DESCRIPTION AN EASEMENT FOR STORMDRAIN PURPOSES OVER, UNDER, ALONG AND ACROSS A STRIP OF LAND 20.00 FEET WIDE WITHIN THAT PORTION OF THE NORTH COUNTY TRANSIT DISTRICT RAILROAD RIGHT OF WAY IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, LYING BETWEEN MILE POST'S 238 AND 241, THE CENTERLINE OF SAID STRIP DESCRIBED AS FOLLOWS. COMMENCING AT THE CITY OF ENCINITAS CONTROL POINT NO TC1, SAID POINT HAVING COORDINATES N 1963443.21, E 6241950.84 ZONE 6 NAD 83 DATUM; THENCE NORTH 28°41'44" WEST, A DISTANCE OF 3140.68 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 25 028'30"WEST, A DISTANCE OF 438.87 FEET; THENCE NORTH 27 053'37"WEST, A DISTANCE OF 438.48 FEET TO A POINT HEREINAFTER DESIGNATED AS POINT "A" ; THENCE SOUTH 62 006'23"WEST, A DISTANCE OF 80.00 FEET TO A POINT HEREINAFTER DESIGNATED AS POINT `B'; THENCE NORTH 27°53'37" WEST,A DISTANCE OF 35.42 FEET TO THE BEGINNING OF A 5765.00 FOOT RADIUS CURVE CONCAVE EASTERLY; THENCE NORTHERLY ALONG THE ARC OF SAID CURVE A DISTANCE OF 416.05 FEET THROUGH A CENTRAL ANGLE OF 4 008'06"TO A POINT HEREINAFTER DESIGNATED AS POINT "C"THENCE CONTINUING ALONG THE ARC OF SAID CURVE 875.74 FEET THROUGH A CENTRAL ANGLE OF 8 042'13"THENCE TANGENT TO SAID CURVE,NORTH 15 003'20" WEST A DISTANCE OF 25.37 FEET; TO A POINT HEREINAFTER DESIGNATED AS PONT "D"; THENCE NORTH 16°54'47"WEST, A DISTANCE OF 308.54 FEET, TO A POINT HEREINAFTER DESIGNATED AS POINT`B `; THENCE NORTH 15 003'20"WEST, A DISTANCE OF 23 9.10 FEET; THENCE NORTH 13°45'13" WEST, A DISTANCE OF 440.10 FEET; TO A POINT HEREINAFTER DESIGNATED AS POINT "F"; THENCE NORTH 15°03'20' WEST, A DISTANCE OF 1660.96 FEET TO A POINT HEREINAFTER DESIGNATED AS POINT "G"; THENCE NORTH 150 03'20"WEST, A DISTANCE OF 2479.76 FEET TO POINT HEREINAFTER DESIGNATED AS POINT "H "; THENCE NORTH 15 003'20"WEST,A DISTANCE OF 1084.75 FEET; THENCE NORTH 16 056'21" WEST, A DISTANCE OF 456.13 FEET TO THE POINT OF TERMINUS IN THE WESTERLY LINE OF SAID RAILROAD RIGHT OF WAY; SAID POINT BEARS SOUTH 31°12'05' EAST , A DISTANCE OF 1101.01 FEET FROM CITY OF ENCINITAS CONTROL POINT NO 3 HAVING COORDINATES OF N 1975519.70 E 6237181.60 ZONE 6 NAD 83 DATUM. THE SIDELINES OF SAID EASEMENT TO BE PROLONGED OR SHORTENED TO BEGIN IN A LINE THAT BEARS NORTH 64°31'30" EAST AND PASSES THROUGH THE POINT OF BEGINNING AND TERMINATE NORTHWESTERLY IN THE WESTERLY LINE OF SAID RIGHT OF WAY. TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE, THE CENTERLINE OF SAID STRIP BEGINNING AT THE AFORESAID POINT "A"; THENCE NORTH 27°53'37"WEST, A DISTANCE OF 79.48 FEET; THENCE NORTH 62 006'23" EAST, A DISTANCE OF 5.33 FEET; ALSO TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE, THE CENTERLINE OF SAID STRIP BEGINNING AT THE AFORESAID POINT "B"; THENCE SOUTH 62°06'23"WEST, A DISTANCE OF 15.00 FEET; ALSO TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE, THE CENTERLINE OF SAID STRIP BEGINNING AT THE AFORESAID POINT "C"; THENCE SOUTH 66°08'30' WEST, A DISTANCE OF 15.00 FEET ALSO TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE, THE CENTERLINE OF SAID STRIP BEGINNING AT THE AFORESAID POINT "D" ; THENCE SOUTH 74°56'43"WEST, A DISTANCE OF 15.00 FEET ALSO TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE, THE CENTERLINE OF SAID STRIP BEGINNING AT THE AFORESAID POINT "E" ; THENCE NORTH 74°56'40"EAST, A DISTANCE OF 28.21 FEET ALSO TOGETHER WITH A STRIP OF LAND 20.00 WIDE, THE CENTERLINE OF SAID STRIP BEGINNING AT THE AFORESAID POINT "F" ; THENCE SOUTH 74°56'48"WEST, A DISTANCE OF 14.98 FEET; ALSO TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE , THE CENTERLINE OF SAID STRIP BEGINNING AT THE AFORESAID POINT "G" ; THENCE SOUTH 74°56'40"WEST, A DISTANCE OF 14.95 FEET ALSO TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE, THE CENTERLINE OF SAID STRIP BEGINNING AT THE AFORESAID POINT "H" ; THENCE SOUTH 62°51'00" WEST, A DISTANCE OF 15.31 FEET THE SIDELINES OF SAID STRIPS BEGINNING AT SAID POINTS `B"THROUGH"D" AND "F"THROUGH"H"TO BE PROLONGED OR SHORTENED TO TERMINATE WESTERLY IN THE WESTERLY LINE OF SAID RAILROAD RIGHT OF WAY. THE SIDELINES OF SAID STRIP BEGINNING AT SAID POINT "A" TO BE PROLONGED OR SHORTENED TO TERMINATE EASTERLY IN THE EASTERLY LINE OF SAID RAILROAD RIGHT OF WAY. THE SIDELINES OF SAID STRIP BEGINNING AT SAID POINT "E"TO BE PROLONGED OR SHORTENED TO TERMINATE IN A LINE THAT BEARS NORTH 15 003'20" WEST AND PASSES THROUGH THE POINT OF TERMINUS OF CENTERLINE OF SAID STRIP. 1,p,ND S C. W p� No. 5211 i TRANSMITTAL FORM ' City of Encinitas FAX 760/633-2818 y 505 S. Vulcan Avenue Engineering Encinitas, CA 92024-3633 760/633-2770 DATE SEND TO FAX#: (7�4� NO. OF PAGES:( TO: ,^ OF: i C>(r CA0--LS(�A� ADDRESS: _ FROM: PHONE: (7�3 Z 7 7 Call ASAP Re view& Call ❑ Review&Return ® F.Y.1. ❑ ❑ ❑ Please Handle Per Our Conversation ❑ Please Reply by COMMENTS: �f1o5 C� EXHIBIT "A" LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER: 216-04 VESTING: THE CITY OF CARLSBAD THAT PORTION OF SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: SAID PORTION LYING WITHIN THE RIGHT-OF-WAY OF CARLSBAD BOULEVARD (OLD HIGHWAY 101) AS SHOWN ON STATE HIGHWAY PLANS XI-SD-2-B SHEET 8 OF 29 APPROVED DECEMBER 26, 1933, COMMENCING AT A POINT ON THE CENTER LINE OF COAST HIGHWAY 101, SAID POINT BEING A POINT ON A CURVE OF THE "'B" LINE AT ENGINEERING STATION 132+00 PER SAID STATE HIGHWAY PLANS, FROM SAID POINT A RADIAL LINE BEARS SOUTH 66-09' 39- WEST (SOUTH 650 29147" REC. ) ; THENCE ALONG SAID RADIAL LINE 50. 00 FEET TO AN ANGLE POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF COAST HIGHWAY 101 PER SAID HIGHWAY PLANS; THENCE ALONG SAID RIGHT-OF-WAY NORTH 34041' 56" WEST 679.28 FEET (NORTH 35°21' 48" WEST 679.28 FEET REC. ) ; THENCE NORTH 43° 04158" WEST 30. 47 FEET (NORTH 43°44150" WEST REC. ) BEING THE INTERSECTION OF THE SOUTHERLY CITY LIMITS OF THE CITY OF CARLSBAD AND THE WESTERLY RIGHT-OF-WAY OF CARLSBAD BOULEVARD BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID RIGHT-OF WAY NORTH 430 04' 58" WEST (NORTH 430 44' 50" WEST REC. ) 64 .30 FEET THENCE LEAVING SAID RIGHT-OF-WAY NORTH 42043' 08" EAST 13. 66 FEET; THENCE SOUTH 47016152" EAST 66.05 FEET TO A POINT ON THE SOUTHERLY CITY LIMITS OF THE CITY OF CARLSBAD; THENCE SOUTH 480 41' 50" WEST 18 . 47 FEET ALONG SAID CITY LIMITS TO A POINT ON SAID WESTERLY RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING. HAVING AN AREA OF 1,045 SQUARE FEET MORE OR LESS. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION IS A PLAT LABELED EXHIBIT "B" . THIS LEGAL DESCRIPTION AND PLAT WERE PREPARED BY ME OR UNDER MY DIRECTION. LAND S� E. CECIL E. YALS .L.S. 3997 53 * Exp.�/3 O (P N0. 3997 9T�OF CAL\FOe� N LL. O\ \ k� \ 0^ U O\ ` O LLJ NW \ <� ZOa •U Z }( n D > —J m -a), QJ�y�. /ado =o (j)-p- O rn 0 00 �- Q)Q_Q Z i \ \ vcoi v LO Z c°v �rn� U �0 Co �< LA- ao Q o N,� • w O W LA - CL�� �� �J1 w Z �� ZOw W v°�� 2 O 0 J' �QQ— W \ w�2 Q \ \ o L) a ° \ y� O0\ �y��sy ` z 1 y �� ♦ a (n a LLJ ob ob Y W �` \ ooX\ P I % \ \ I Oo\ J 1 E \ Tivos ♦ oX% .•�� I J °o N LL- O C) N LLJ C .��• W () w Q �-0 `� Q CD 3 � o �c< O Q s N ZoZ ��,aw L� Z CD U d ? 0)-o w o(D O W cV Li- H C C o cn cn 2 O Q Ld w m w�QQ-' o Ap OF, / •0 o W U O +1 Z r Z F w !vim �C3 �BS� ►- w /Pl�L p� Q w G x F- LLJ LLJ `s09 w w a W s, Lj v �TCAS. . . . . . . . N u) J.. 0 o X w :. \ o W o� Q Z 0 _ Z o° N w O w am° ° o� oz m o rn I< M,.- F uivia a 2 0 v m r Z Li.l �� t0 N �'`� V O CCU W�a wO J �w w Ia aI^m w CL<F a Z (n Lo _�� S w w �o P POOP Q EXHIBIT "A" LEGAL DESCRIPTION ASSESSOR' S PARCEL NUMBER: 216-04 VESTING: THE CITY OF CARLSBAD THAT PORTION OF LOT 20, SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: A STRIP OF LAND 20.00 FEET IN WIDTH LYING WITHIN THE RIGHT—OF—WAY OF CARLSBAD BOULEVARD (OLD HIGHWAY 101) AS SHOWN ON STATE HIGHWAY PLANS FOR XI—SD-2—B SHEET 8 OF 29 APPROVED DECEMBER 26, 1933, COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF SAID 20. 00 FOOT STRIP OF LAND AND THE CENTERLINE OF CARLSBAD BOULEVARD PER SAID STATE HIGHWAY PLAN, SAID POINT OF INTERSECTION BEING A POINT ON A CURVE OF SAID CENTERLINE OF CARLSBAD BOULEVARD AT EGINEERING STATION 147+84 . 39 TO WHICH POINT A RADIAL LINE BEARS SOUTH 53027' 01" WEST (52o47109" CALC. REC. ) ; THENCE ALONG THE CENTERLINE OF SAID 20.00 FOOT STRIP OF LAND SOUTH 35 027' 30" WEST 60.29 FEET TO THE TRUE POINT OF BEGINNING; THENCE RETRACING ALONG LAST DESCRIBED COURSE NORTH 35 027' 30" EAST 118 .88 FEET TO A POINT OF TERMINUS. HAVING AN AREA OF 2, 378 SQUARE FEET MORE OR LESS. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION IS A PLAT LABELED EXHIBIT "B" . THIS LEGAL DESCRIPTION AND PLAT WERE PREPARED BY ME OR UNDER MY DIRECTION. ti0 .AND SU .c. CECIL E. RY , P.L.S. 3997 V� 9�N Exp.6 (P No. 3997 \Q. 9��OF CA1-FOP? EXHIBIT "B" DENOTES EASEMENT AREA \ 1D-CARLSBAD BL 20--iACOSTA AVE o-EL CAMINO REAL n 5 SCALE 1"=30' 2,378 SQ. FT. LAGOON BAnQUITOS xOp 2 Nbl \ �� rZ VICINITY MAP PROPERTY blO LOCATION °��� ' POINT OF y O O TERMINUS �° 2 S53'27'01"W ��XO A. RAD. POINT OF S` O' COMMENCEMENT 147+84.39 ro s �- o\ . o. . . J- G� p� �. . . . �° Lo T.P.O.B. X fj L AND E. v Exp. 6 0 2004 3997 No. �� o�� CITY OF POWAY C EASEMENT PLAT DIMENSIONS SHOWN HEREON ARE DERIVED FROM RECORD DATA Right—of—Way Engineering Services, Inc. A.P.N.: 216-04 Land Surveying VESTING: 4167 AVENIDA DE LA PLATA, SUITE 114, CITY OF CARLSBAD OCEANSIDE, CA. 92056 (760) 732-1366 ACAD FNAME: SD_ESMT.DWG DRAWN: MJG DATE: 7/30/01 SHEET: 1 OF 1 RONALD R. BALL CITY OF CARLSBAD CITY ATTORNEY JANE MOBALDI 1200 CARLSBAD VILLAGE DRIVE CARLSBAD, CALIFORNIA 92008-1989 ASSISTANT CITY ATTORNEY (760) 434-2891 CINDIE K. McMAHON FAX: (760)434-8367 • DEPUTY CITY ATTORNEY RANDEE HARLIB JULIA L. COLEMAN SECRETARY TO CITY ATTORNEY DEPUTY CITY ATTORNEY June 26, 2002 ARDISSEIDEL LEGAL SECRETARY/PARALEGAL Glenn Sabine, City Attorney City of Encinitas 505 S. Vulcan Avenue Encinitas, California 92024-3633 RE: STORM DRAIN EASEMENT Dear Mr. Sabine: Please find enclosed a copy of the City of Carlsbad's agenda bill and resolution regarding the above referenced project, for your files. It was a pleasure assisting the City of Encinitas with this project. Very truly yours, IA COLEMAN D puty City Attorney afs Enclosure c: John Maashoff, Associate Engineer CITY OF CARLSBAD -AGENDA BILL Lf AB# 16,795 TITLE: APPROVAL OF A STORM DRAIN EASEMENT DEPT. HD. TO THE CITY OF ENCINITAS FOR THE BENEFIT OF THE MTG. 6/18/02 CITIES OF ENCINITAS AND CARLSBAD CITY ATTY. DEPT. CA CITY MGR. RECOMMENDED.ACTION: Adopt Resolution No. 2002-178 approving a storm drain easement to the City of Encinitas, which easement will benefit both the Cities of Encinitas and Carlsbad. ITEM EXPLANATION: The City of Encinitas has formally requested a storm drain easement from the City of Carlsbad to accommodate placement of a storm drain system underneath a portion of Carlsbad Boulevard. The storm drain system will benefit both the cities of Encinitas and Carlsbad by colteecting runoff along Highway 101 and Carlsbad Boulevard. The City of Encinitas will install, operate and maintain the storm drain system, at its own risk and expense, along, west of, and east of Highway 101, beginning at Athena Street and extending through to La Costa Avenue. An existing catch basin west of Carlsbad Boulevard, at Carlsbad State Beach, will be connected to this new storm drain. This catch basin collects runoff from Carlsbad Boulevard near Carlsbad's southern City limits. The storm drain system will affect approximately 3423 square feet of Carlsbad Boulevard south of La Costa Avenue. An overflow pipe will be installed at Carlsbad State Beach, which will help prevent flooding on Carlsbad Boulevard due to overflow from the detention basins at Carlsbad State Beach during larger storm events. Finally, a combination of oil/water separators, new landscaping at the storm drain outlet, and an outlet structure which will trap sedimentation and trash, will help improve water quality at the discharge point at Carlsbad State Beach, and will satisfy. NPDES requirements. FISCAL IMPACT: Because the City of Carlsbad owns the parcel of land burdened by the storm drain easement there is no fiscal impact on the City from the recommended action. ENVIRONMENTAL REVIEW: C3 In early 1999, the City of Encinitas prepared an Initial Study, and routed plans through the p State Clearinghouse. The review period for State Agencies closed on May 14, 1999 without Cr. any comments from the State Agencies. On June 9, 1999, the City Council of the City of QEncinitas adopted a Negative Declaration for the project. The City of Encinitas has obtained all of the necessary permits for the project. EXHIBITS: 0 1. Resolution No. 2002-178 H 2. Storm Drain Easement U FA H U z P 0 0 t RESOLUTION NO. 2002-178 2 A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD, CALIFORNIA APPROVING A STORM DRAIN 3 EASEMENT TO THE CITY OF ENCINITAS AND FOR THE BENEFIT OF THE CITIES OF ENCINITAS AND CARLSBAD 4 5 WHEREAS, the City of Encinitas has formally requested that the City of g Carlsbad grant the City of Encinitas a Storm Drain easement that would allow the City 7 of Encinitas to install a storm drain system through a parcel of land owned by the City of 8 Carlsbad; and 9 WHEREAS, the storm drain system the City of Encinitas is installing, 10 operating and maintaining at its own risk and expense, will benefit both the Cities of 11 _ - 12 Encinitas and Carlsbad by collecting runoff along Highway- 101 and Carlsbad Boulevard, and preventing flooding on Carlsbad Boulevard due to overflow flow from the aoCY U_ Ca g 14 detention basins at Carlsbad State Beach during larger storm events and; -Zr C 15 WHEREAS, the City Council of the City of Carlsbad, California has z W y a g m o 16 determined it necessary and in-the public interest to grant.a Storm Drain easement to � U o m a a Cr 17 the City of Encinitas for installation of storm drain improvements along Carlsbad 18 19 Boulevard near Carlsbad's southern City boundary. 20 NOW, THEREFORE, BE IT RESOLVED, by the City Council of the City of 21 Carlsbad, California, as follows: 22 1. That the above recitations are true and correct. 23 2. That the attached Storm Drain easement is hereby granted to the 24 City of Encinitas for the purpose described therein. 25 3. That the City Clerk of the City of Carlsbad is authorized to sign the 26 27 attached Storm Drain easement on behalf of the City Council. 28 1 ZZ 1 PASSED, APPROVED -AND ADOPTED at a regular meeting of the 2 2002 by the Carlsbad City Council held on the 18th day of JUNE 3 4 following vote, to wit: 5 AYES: Council Members Lewis, Kulchin, Finnila, Nygaard, Hall 6 NOES: None 7 ABSENT: None F j 9 10 r 11 ATTES 12 a _ m 13 RAI E M. WOOD, City Clerk a8 L& a a 14 (SEAL) m i— Z o �? a9 15 Z >. m 2 z Ir M x Cj 16 � U m o (n } N a 17 ~ U - U 18 19 20 21 22 23 24 25 26 27 28 Page 2 of 2 of Resolution No. 2002-178 2 3 RECORDING REQUESTED BY WHEN RECORDED MAIL TO: City C" CrrY OF CARLSBAD 1200 Carlsbad Village Drive Carlsbad,CA 92008 Space Above This Line is for Recorder's Use Assessor's Parcel No: 216-04 STORM DRAIN EASEMENT The City of Qadsbad hereby grants to the City of Encinitas a Storm Drain easement for the purposes stated hereon; over, under, across and-upon the real property described in Exhibit "A" for the benefit of the property referred.. to in Exhibit "C". This easement is granted .to the City - of- Encinitas .effective immediately and in perpetuity. The property burdened by the Storm Drain easement;is described.in Exhibit "A", which includes a plat labeled Exhibit "B and is attached hereto arnd- incorporated.herein by this.reference. The property benefited by the Storm Drain easement is.described in Exhibit "C", which is attached hereto and incorporated herein by this reference: The Storm Drain easement provides access to the parcel described in Exhibit "A" to the City of Encinitas for installation of a storm drain which will serve the Cities of Carlsbad and Encinitas. The storm drain will run over, under, across and upon the burdened property for the benefit of the property benefited and any successors in interest to the property benefited by this Storm Drain easement. The storm drain will drain areas west of Highway 101 from Athena Street to Carlsbad State Beach, a North County Transit District right of way in Northern Encinitas, Highway 101/Carlsbad Boulevard from Athena Street to Carlsbad State Beach, Vulcan Avenue from Orpheus Avenue to Basil Street, and areas east of Vulcan Avenue. This Storm Drain easement shall run with the land, and the burdens of the easement shall be binding upon and the benefits of the easement shall inure to the benefit of all successors in interest to the real property. The City of Encinitas shall, at its own risk and expense, install, maintain and, if necessary at any time, upon the request of the City of Carlsbad, relocate the above-described storm drain facilities. The City of Encinitas shall, in addition, indemnify and hold the City of Carlsbad free and harmless from any and all claims, demands, losses, damages, or expenses resulting from the construction, maintenance, use, repair or removal of the storm drain facilities, including any loss, damage, or expense arising out of (1) loss or damages to property and (2) injury to or death of any person. Dated: June 24, 2002 By. ain , City rk N R K TZ, stant City Clerk APPROVED AS TO FORM: Is Mayor RONALD R. BALL City ey 8y: ity ttomey. May-28-0Z 07:28am From- T-089 P.002/009 F-994 E�TBIT "A" LEGAL DESCRIPTION? ASSESSOR'S PARCEL NUMBER: 216-04 VESTING: THE CITY OF CARLSBAD THAT PORTION OF SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD,. COUNTY OF SAN DIEGO,. STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: SAID PORTION LYING WITHIN THE RIGHT—OF—WAY OF CARLSBAD BOULEVARD (OLD HIGHWAY 101) AS SHOWN ON STATE HIGHWAY PLANS XI—SD-2—B SHEET 8 OF 29 APPROVED DECEMBER 26, 1933, COMMENCING AT A POINT ON THE CENTER LINE OF COAST HIGHWAY 101, SAID POINT BEING A 'POINT ON A CURVE OF THE "B" LINE AT ENGINEERING STATION 132+00 PER• SAID STATE HIGHWAY PLANS, FROM. SAID POINT A RADIAL LINE BEARS: SOUTH 6f°09'39" WEST (SOUTH 65a 29'47" . REC. ) ; THENCE ALONG SAID RADIAL LINE 50-00 FEET TO.AN ANGLE POINT ON THE WESTERLY RIGHT-OE--WAY. LINE OF :COAST HIGHWAY 101 PER SAID HIGHWAY PLANS; THENCE ALONG SAID. RIGHT'-OF-W NORTH 34041056" WEST 679.28 FEET (NORTH 35'21' 48" _.WEST 679.28 FEET :. REC. ) ; THENCE NORTH .43° 04158" WEST 30.47 FEET (NORTH 43044150- WEST REC.) BEING THE INTERSECTION OF THE SOUTHERLY_..CITY LIMITS OF THE CITY OF CARLSBAD AND THE WESTERLY RIGHT—OF--WAY OF CARLSBAD BOULEVARD BEING THE TRUE POINT OF SEGINN- ; THENCE CONP.INUING ALONG SAID RIGHT—OF WAY NORTH 43 04" 58" WEST (NORTH 43° 44' 5.0" WEST REC. ) 64.30 FEET THENCE LEAVING SAID .RIGHT-OF—WAY. NORTH 42443108" EAST 13. 66 FEET; THENCE_ SOUTH 47°16' 52" EAST 66.05 FEET . TO A POINT ON THE SOUTHERLY CITY LIMITS OF THE CITY OF CARLSBAD," THENCE SOUTH 480 41' 50" WEST 18. 47 FEET ALONG SAID CITY LIMITS TO A POINT ON SAID WESTERLY RIGHT—OF—WAY AND THE TRUE POINT OF BEGINNING. HAVING AN AREA OF 1,045 SQUARE FEET MORE OR LESS. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION IS A PLAT LABELED EXHIBIT "B". THIS LEGAL DESCRIPTION AND PLAT WERE PREPARED BY ME 'OR UNDER MY DIRECTION. ANO E. Soso/ 0 CECIL E. RYALS L.S. 3997 V 9�N d 9 Exp, � cif No. 3997 OF 0 0 N U � C N. 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V Q V ► 7' oo y��y \� a a `r°° W 1 ♦ cr Q v► ► �. \ ` Q O \O ti00 LLJ w ♦ i k�00 19, \ ♦1OO i � � G �Q` � a / v I W `i P x I � lx O's \ 0� \ O ♦ I 6 ) �x\, )N May-29-02 07:29am Fran- T-089 P.005/006 F-994 1=3CSIT "A" LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER: 216-04 VESTING: THE CITY OF CARLSBAD THAT PORTION OF LOT 20, SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, . COUNTY OF SAN DIEGO, STATE -OF CALIFORNIA DESCRIBED AS ]FOLLOWS A STRIP OF LAND 20.00` FEET' IN WIDTH LYING WITHIN THE RIGHT-OF-WAY OF CARLSBAD BOULEVARD (OLD HIGHWAY 101) AS SHOWN ON STATE HIGHWAY PLANS FOR XI-SD-2-B SHEET 8 OF 29 APPROVED _DECEMBER 26, ..1933, COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF . SAID 20.-QO FOOT STRIP OF LAND AND THE CENTERLINE OF CARLSBAD BOULEVARD , PER SAID STATE HIGHWAY PLAN, SAID POINT OF INTERSECTION BEING A POINT ON A CURVE OF SAID CENTERLINE OF .CARLSPAD; BOULEVARD AT EGINEERING.. STATION 147+84.39 TO WHICH POINT A- RADIAL. LINE . BEARS. SOUTH 53-27' 01- WEST . (52947109" CALC. BBC. ) THENCE .ALONG THE CENTERLINE OF SAID 20.00 FOOT STRIP OF LAND SOUTH 35n27! 30a. WEST 60;29 FEET TO THE Tmm PoxmT OF =Gnam;e; THENCE. RETRACING ALONG LAST DESCRIBED COURSE NORTH 35o27130" EAST 118.138 FEET TO A. POINT OF TERMINUS.- . HAVING AN AREA OF 2,378 SQUARE FEET MORE OR LESS. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESC�(IPTION IS A PLAT LABELED EXHIBIT "B". THIS LEGAL DESCRIPTION AND PLAT WERE PREPARED BY ME OR UNDER MY DIRECTION. LAND SGT E. CECIL E. RY , P.L.S. 3 9 97 O�G 9�� a cPp No. 3997 �r�OF CALIFOQ� EXHIBIT IsElls DENOTES EASEMENT AREA \ OL cn�A�At SCALE 1"=30' .'.'.,..'. '.' . •. .' 2,378 SO. FT. n ucoorre ennanros VICINITY MAP PROPERTY LOCATION -67�� lo PO T OF y d• �, TERMINUS �p 0- ' ' S53'27'01'W ,p0 RAD. � �. '.'• POINT OF COMMENCEM ENT 147+84.39 �y����j` �o• . '�yob••. - T.P.�.B. ,V LAN E.D4 S� 0 Exp. 0 2004 �9r No. 3997 CITY OF ENCINITAS F �' CPL�FO EASEMENT PLAT DIMENSIONS SHOWN HEREON ARE DERIVED FROM RECORD DATA Right—of—Way Engineering Services, Inc. A.P.N.: 216-04 Lon VESTING: 4167 AVENIDA DE LA PLATA, SUITE 114, CITY OF CAR LSB AD OCEANSIDE, CA. 92056 (760) 732-1366 ACAD FNAME: SD_ESMT.DWG EXHIBIT "C" The benefited property for the storm drain project is the City of Encinitas, a municipal corporation, and the City of Carlsbad, a municipal corporation. w • THE ORIGINAL OF THIS DOCUMENT WAS RECORDED ON JUN 90, 2002 RECORDING REQUESTED BY DOCUMENT NUMBER 2002-0550707 GREGORY J. SMITH, COUNTY RECORDER WHEN RECORDED MAIL TO: SAN DIEGO GOUTY RECORDER'S OFFICE City Clerk TIME: 4:21 F% CITY OF CARLSBAD 1200 Carlsbad Village Drive Carlsbad,CA 92008 Space Above This Line is for Recorder's Use Assessor's Parcel No: 216-04 STORM DRAIN EASEMENT The City of Carlsbad hereby grants to the City of Encinitas a Storm Drain easement for the purposes stated hereon; over, under, across and upon the real property described in Exhibit "A" for the benefit of the property referred to in Exhibit "C". This easement is granted to the City of Encinitas effective immediately and in perpetuity. The property burdened by the Storm Drain easement is described in Exhibit "A", which includes a plat labeled Exhibit "B", and is attached hereto and incorporated herein by this reference. The property benefited by the Storm Drain easement is described in Exhibit "C", which is attached hereto and incorporated herein by this reference. The Storm Drain easement provides access to the parcel described in Exhibit "A" to the City of Encinitas for installation of a storm drain which will serve the Cities of Carlsbad and Encinitas. The storm drain will run over, under, across and upon the burdened property for the benefit of the property benefited and any successors in interest to the property benefited by this Storm Drain easement. The storm drain will drain areas west of Highway 101 from Athena Street to Carlsbad State Beach, a North County Transit District right of way in Northern Encinitas, Highway 101/Carlsbad Boulevard from Athena Street to Carlsbad State Beach, Vulcan Avenue from Orpheus Avenue to Basil Street, and areas east of Vulcan Avenue. This Storm Drain easement shall run with the land, and the burdens of the easement shall be binding upon and the benefits of the easement shall inure to the benefit of all successors in interest to the real property. The City of Encinitas shall, at its own risk and expense, install, maintain and, if necessary at any time, upon the request of the City of Carlsbad, relocate the above-described storm drain facilities. The City of Encinitas shall, in addition, 16,795 6/18/02 #4 a indemnify and hold the City of Carlsbad free and harmless from any and all claims, demands, losses, damages, or expenses resulting from the construction, maintenance, use, repair or removal of the storm drain facilities, including any loss, damage, or expense arising out of (1) loss or damages to property and (2) injury to or death of any person. Dated: June 24, 2002 By: rain 496Q41 city rk REN R K NDTZ, scant City Clerk r APPROVED AS TO FORM: z is ayor RONALD R. BALL City ey By: ity ttorney ? L- May-29-02 VT:28am From- - T-089 P.002/006 F-994 EXHIBIT "A" LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER: 216-04 VESTING: THE CITY OF CARLSBAD THAT PORTION OF SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: SAID PORTION LYING WITHIN THE RIGHT-OF-WAY OF CARLSBAD BOULEVARD (OLD HIGHWAY 101) AS SHOWN ON STATE HIGHWAY PLANS XI-SD-2-B SHEET 8 OF 29 APPROVED DECEMBER 26, 1933, COMMENCING AT A POINT ON THE CENTER LINE OF COAST HIGHWAY 101, SAID POINT BEING A POINT ON A CURVE OF THE "B" LINE AT ENGINEERING STATION 132+00 PER SAID STATE HIGHWAY PLANS, FROM SAID POINT A RADIAL LINE BEARS SOUTH 616-09139" WEST (SOUTH 65° 29' 47" REC. ) ; THENCE ALONG SAID RADIAL, LINE 50. 00 FEET TO AN ANGLE POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF COAST HIGHWAY 101 PER SAID HIGHWAY PLANS; THENCE ALONG SAID RIGHT-OF-WAY NORTH 34°41' 56" WEST 679.28 FEET (NORTH 35021148" WEST 679.28 FEET REC. ) ; THENCE NORTH 430 04' 58" WEST 30.47 FEET (NORTH 43044'50" WEST REC. ) BEING THE INTERSECTION OF THE SOUTHERLY CITY LIMITS OF THE CITY OF CARLSBAD AND THE WESTERLY RIGHT-OF-WAY OF CARLSBAD BOULEVARD BEING THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID RIGHT-OF WAY NORTH 43° 04158" WEST (NORTH 43° 44'50" WEST ?,PC. ) 64 .30 FEET THENCE LEAVING SAID RIGHT-OF-WAY NORTH 42c43108" EAST 13.66 FEET; THENCE SOUTH 47016' 52" EAST 66. 05 FEET TO A POINT ON THE SOUTHERLY CITY LIMITS OF THE CITY OF CARLSBAD; THENCE SOUTH 48o 41150" WEST 18- 47 FEET ALONG SAID CITY LIMITS TO A POINT ON SAID WESTERLY RIGHT-OF-WAY AND THE TRUE POINT OF BEGINNING. HAVING AN AREA OF 1,045 SQUARE FEET MORE OR LESS. ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION IS A PLAT LABELED EXHIBIT "B". THIS LEGAL DESCRIPTION AND PLAT WERE PREPARED BY ME 'OR UNDER MY DIRECTION. LAND SG CECIL E. RYAL S .L.S. 3997 V N y u� No. 3997 Q Op ALS�o (o o� LL. o\ o O O V LO ! \ O W \ o o � V1 F-- w �< zo •� z Q Q Q W a- �S' = Q U cr cow a o rn °� a`� >�Q \ CA N laJ t0 N f� U N 0 U j Q U W Z U J OC C(n J W W r W -1 6 N O J w Z o W c 0 0 Z M tc, W W CJ 2 U N 1 O \ '<.y \ .20 � W o r r_ Y , \ I cR v ! , acn cr ti QW oe \ ! ti \p w IN ti Y I _ \Y, ► w �� \ ` ► k\ ► i ��` cam! `•°°� I \ / LLI En d � P ` \ / \ LWLI \ / , N ► 00 .00 t- L 31YOS � �v� NSto / ( \ x \.�' \ , _ _ ► \ Odd XpA\190 \ x ; ► �. , , N lL Q . � V N � N W h- uj LLJ \Flip > Z Q Q Q 2 CA 41) Ln too m U) Lr, \si9 Q' Q N UQ Z S (.L. pi J N ° c \tea 5,J°' U p N �� t- z ai a Z F-- Q `2 zz 4) J w Z U ° z `" W W O"D o 2 tD L L- N LL rW- w � m wo z� O O o J Q Q'_ W C14 v) LLJ p ?1 D z M r� ~ z yo a cr .. .;. . 06 -IV LLJ Ob G "So'. ... .. .. .. . �y W W LLJ N w . .. . .... ♦ p W � r� \ a.. �0 hero Q z } g ~ < J Z z 0 wo J N S �y�R b/ w E pmt r•�� z� m��� �~ F o °o m Q o ��vz<� m �z W N M U =O w CA �ababm IorNJ JLVI,JJ ll®Ptl°lJ / W a< 6 `A a s z O W 5�P z Lu �w P PaF`` Q Masy-ZA-02 07:29am from- T-089 P.005/006 F-994 E"ISIT "A" LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER: 216-04 VESTING: THE CITY OF CARLSBAD THAT PORTION OF LOT 20, SECTION 33, TOWNSHIP 12 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN THE CITY OF CARLSBAD, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: A STRIP OF LAND 20.00 FEET IN WIDTH LYING WITHIN THE RIGHT—OF—WAY OF CARLSBAD BOULEVARD (OLD HIGHWAY 101) AS SHOWN ON STATE HIGHWAY pLANS FOR XI—SD-2—B SHEET 8 OF 29 APPROVED DECEMBER 26, 1933, COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF SAID 20_0.0 FOOT STRIP OF LAND AND THE CENTERLINE OF CARLSBAD BOULEVARD PER SAID STATE HIGHWAY PLAN, SAID POINT OF INTERSECTION BEING A POINT ON A CURVE OF SAID CENTERLINE OF CARLSBAD BOULEVARD AT EGINEERING STATION 147+84 .39 TO WHICH POINT A RADIAL LINE BEARS SOUTH 53027' 01" WEST (52047109" CALC. REC. ) ; THENCE ALONG THE CENTERLINE OF SAID 20.00 FOOT STRIP OF LAND SOUTH 35027130" WEST 60.29 FEET TO THE TRUE POINT OF BEGImING; THENCE RETRACING ALONG LAST DESCRIBED COURSE NORTH 35°27130" EAST 118.x8 FEET TO A POINT OF TERMINUS. HAVING AN AREA OF 2,378 SQUARE FEET MORE OR LESS_ ATTACHED HERETO AND MADE A PART OF THIS LEGAL DESCRIPTION IS A PLAT LABELED EXHIBIT THIS LEGAL DESCRIPTION AND PLAT WERE PREPARED BY ME OR UNDER MY DIRECTION_ a0 LAND 7 MO D =5 G\�- E. #9 CECIL, E. RY , P.L.$. 3997 V� l� 9 Exp.6f3�/� cps No. 3997 \Q Fr PZ OF CAL%FO EXHIBIT "B„ DENOTES EASEMENT AREA \ D—CEE 8L ...........7 1 (LACOST NO REAL •O SCALE 1"=30' 2,378 SO. FT. LAGOON BATIOUITOS 1a9k \ / VICINITY MAP PROPERTY Ty LOCATION �0<, �s0 POINT OF ,S dl TERMINUS S53'27'01"W RAD. 4 POINT OF COMMENCEMENT C�q������� �' \ 147+84.39 °J ? o p T.P.O.B. 00 a�x L AND E. Expo 2004 No. 3997 CITY OF ENCINITAS F OF CAL��O EASEMENT PLAT DIMENSIONS SHOWN HEREON ARE DERIVED FROM RECORD DATA Right—of—Way Engineering Services, Inc. A.P.N.: 216-04 Land Surveying 4167 AVENIDA DE LA PLATA, SUITE 114, VESTING: CITY OF CARLSBAD OCEANSIDE, CA. 92056 (760) 732-1366 ACAD FNAME: SD_ESMT.DWG DRAWN: MJG DATE: 6/6/02 SHEET: 1 OF 1 r i EXHIBIT AVI The benefited property for the storm drain project is the City of Encinitas, a municipal corporation, and the City of Carlsbad, a municipal corporation. _ CITY OF ENCINITAS - MEMORANDUM Date: July 22, 1999 TO: Kipp Hefner, Project Engineer CC: Alan Archibald, City Engineer FROM: ✓Jennifer Coon, Junior Planner RE: Coastal Development Permit for Leucadia Drainage Project Attached is a copy of the Notice of Decision approving a Coastal Development Permit for Case No. 99-133 CDP (Leucadia Drainage Project). This approval is subject to a 15-day appeal period. The appeal period will end August 4, 1999. If you have any questions, please contact me at ext. 2717 CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT 505 So.Vulcan Avenue Encinitas,CA 92024 (760)633-2710 NOTICE OF DECISION DCD-99-065 July 20, 1999 This letter is to inform you that the Director of Community Development has approved your application for: 99-133 CDP (Leucadia Drainage Project) - Coastal Development Permit to allow the construction of a low flow drainage system along North Coast Highway 101 between Encinitas Boulevard and La Costa Avenue. Project Description and Discussion: The City of Encinitas Engineering Department proposes to construct a low flow storm drain system along N. Coast Highway 101. The project consists of low flow trunk and storm drainage collection facilities at three job sites. The first job site consists of a combination of an open shallow drainage channel and storm drain pipe. The drainage channel (South Channel) will run east of N. Coast Highway 101 between the railroad tracks and Vulcan Avenue just north of Encinitas Boulevard to Basil Street. This channel will collect runoff from both the railroad corridor and Vulcan Avenue. At the downstream end, the channel will connect to an 18-inch RCP storm drain that will collect runoff from an existing sump at Hermes Avenue and Cereus Street. This system will then drain into an 18-inch storm drain that will cross the railroad to the west and tie into a storm drain system in N. Coast Highway 101. The second job site involves a network of storm drain pipes that will collect runoff from several sumps located within and west of N. Coast Highway 101,and the drainage areas in the first job site. The second job site extends from Basil Street northerly along N. Coast Highway 101 to South Carlsbad State Beach just north of La Costa Avenue. Runoff from the first job site and Basil Street will be picked up with an 18-inch RCP storm drain pipe and drained into the main storm drain that runs north along N. Coast Highway 101. Next, an 18-inch storm drain will collect runoff from the sump area on Cadmus Street and drain into the main storm drain,which will be increased in size to a 24-inch RCP. A parallel system will begin at this point to collect runoff from sump areas in the alley running from Daphne Street to Diana Street. This system will consist of several catch basins and an 18-inch RCP storm drain. The parallel system will also collect runoff from the sump area in the park located west of N. Coast Highway 101 at Leucadia Boulevard. The system will eventually drain into the main storm drain along N. Coast Highway 101 at Diana Street. North of this point a series of catch basins will collect runoff from N. Coast Highway 101. The main storm drain will run along N. Coast Highway 101 and tie into an existing 24-inch storm drain that drains into two detention/percolation basins at the South Carlsbad State Beach parking lot. j1c:g:nod:99133cdp 1 The third job site consists of a combination of storm drain pipes and an open shallow drainage channel. The drainage channel (North Channel) runs east of N. Coast Highway 101 between the railroad tracks and Vulcan Avenue from just north of Leucadia Boulevard to the alignment of Grandview Street. The system starts with an 18-inch RCP storm drain that crosses Leucadia Boulevard and drains into the new channel, and ends with a connection to an existing channel continuing north to and under La Costa Avenue. In addition, inlets and a storm drain will be installed in Union Street and Orpheus to convey ponding water from a sump at that location. Existing development within and adjacent to the project site consists primarily of residential and commercial uses. The commercial uses are located almost entirely along the west side of N. Coast Highway 101. The Railroad runs along the east side of N. Coast Highway 101. The residential uses are located west of N. Coast Highway 101 and east of Vulcan Avenue. Topographically,the project site is relatively flat north to south along N. Coast Highway 101 and the railroad. There are several depressed areas and sumps in the corridor along the Highway and railroad as well as in alleys west of the highway and along Vulcan Avenue east of the railroad. There is also a nearby-related depressed area at Orpheus Avenue and Union Street. These locations have inadequate or nonexistent drainage facilities to relieve chronic ponding and flooding problems. The proposed storm drain system will reduce these ponding and flooding problems. The proposed drainage improvements are part of the City's Capital Improvement Plan. The Engineering Department has conducted an environmental analysis of the project,which resulted in a Negative Declaration that was approved by the State Clearinghouse on May 13, 1999. A standard public notice was issued for the Coastal Development Permit, which allowed for a 10- calendar day public review and comment period. Because the project is located with the Coastal Appeal Zone, an Administrative Public Hearing was held on July 12, 1999. A second Hearing was held on July 19, 1999 to allow for sufficient public notice. Several members of the public were present at the hearings. All were in favor of a drainage project that will improve drainage and flooding problems that currently exist along N. Coast Highway 101. One concern that was raised during the hearing on July 12, 1999 was whether or not the pump station that exists at Glaucus Street will remain and continue to operate. Several residents near Glaucus Street were concerned that the pump station would be removed, and the new drainage system would not be adequate to handle the flooding problems in the area. Kipp Hefner with the City Engineering Department verified during the meeting on July 19, 1999 that the pump station will remain and continue to operate. j1c:g:nod:99133cdp 2 FINDINGS FOR A COASTAL DEVELOPMENT PERMIT STANDARD: Section 30.80.090 of the Municipal Code provides that the authorized agency must make the following findings of fact, based upon the information presented in the application and during the Public Hearing,in order to approve a coastal development permit: 1. The project is consistent with the certified Local Coastal Program of the City of Encinitas; and 2. The proposed development conforms with Public Resources Code Section 21000 and following (CEQA) in that there are no feasible mitigation measures or feasible alternatives available which would substantially lessen any significant adverse impact that the activity may have on the environment;and 3. For projects involving development between the sea or other body of water and the nearest public road,approval shall include a specific finding that such development is in conformity with the public access and public recreation policies of Section 30200 et. seq. of the Coastal Act. Facts: The City's General Plan and Municipal Code are applicable components of the City's Local Coastal Plan. The project consists of the construction of a low flow storm drain system along N. Coast Highway 101 from Encinitas Boulevard to La Costa Avenue. The Public Safety Element of the General Plan specifies goals and policies for the City to develop and implement a master plan for drainage and flood control and to improve local drainage systems. The proposed drainage improvements implement the goals and policies of the General Plan. Conclusion: Since the project complies with the goals and policies of the General Plan, the Community Development Department finds that the project is consistent with the certified Local Coastal Program of the City of Encinitas. In addition,required finding#2 is not applicable since no significant adverse impact is associated with the project. In regard to Finding #3, the drainage improvements located at the northern portion of the project site are to be constructed between the first public road and the sea. However, the drainage improvements will not impact any public access to coastal resources. No aspect of the project has been identified which could have an adverse impact on coastal resources or any natural resources. The approval of this Coastal Development Permit satisfies the requirements of the Encinitas Local Coastal Program. Approval of this Coastal Development Permit applies only to the portions of the drainage project contained within the boundaries of the City of Encinitas. Environmental Review: A Negative Declaration has been prepared for this project, and was acknowledged by the State Clearinghouse on May 13, 1999(SCH# 99041060). j1c:g:nod:99133cdp 3 This approval is subject to the following conditions: SCI SPECIFIC CONDITIONS: SC2 This approval will expire on July 20, 2001 at 5:00 pm, two years after the approval of this project, unless the conditions have been met or an extension of time has been approved pursuant to the Municipal Code. SC6 This project is conditionally approved as set forth on the application and project plans dated received by the City on May 11, 1999 consisting of 21 sheets including Leucadia Drainage Project plans, South Channel Drainage plans and Storm Drain Lines A to G, all designated as approved by the Community Development Director on July 20, 1999. Approved plans shall not be altered without the express authorization of the Community Development Department. SCA All mitigation measures specified in the negative declaration prepared for the project shall be complied with. G STANDARD CONDITIONS: CONTACT THE COMMUNITY DEVELOPMENT DEPARTMENT REGARDING COMPLIANCE WITH THE FOLLOWING CONDITION(S): G2 This approval may be appealed to the City Council within 15 calendar days from the date of this approval in accordance with Chapter 1.12 of the Municipal Code. G3 This project is located within the Coastal Appeal Zone and may be appealed to the California Coastal Commission pursuant to Coastal Act Section 30603 and Chapter 30.04 of the City of Encinitas Municipal Code. An appeal of the Planning Commission's decision must be filed with the Coastal Commission within 10 days following the Coastal Commission's receipt of the Notice of Final Action. Applicants will be notified by the Coastal Commission as to the date the Commission's appeal period will conclude. Appeals must be in writing to the Coastal Commission, San Diego Coast District office. This notice constitutes a decision of the Community Development Department only. Additional permits may be required by the Building Department or other City Departments. It is the applicant's responsibility to obtain all necessary permits required for the type of project proposed. The action of the Community Development Director in reference to the above item may be appealed to the Coastal Commission. j1c:g:nod:99133cdp 4 If you have any questions regarding this determination, please contact Jennifer Coon at the Community Development Department by telephoning(760)633-2717. t a'C'e- Sandra Holder Community Development Director j1c:g:nod:99133cdp 5 GEOPACIFICA G E O T E C H N I C A L C O N S U L T A N T S April 15, 2001 Revised August 24,2001 City of Encinitas 505 S. Vulcan Avenue Encinitas, California Attention: Mr.Kipp Heffner Subject: Investigation of Subsurface Conditions Proposed Storm Drain Alignment Leucadia Drainage Project Encinitas, California References: "Improvement Plans for Leucadia Drainage Project"By Pasco Engineering, Dated November 8, 1999. "Contract Documents and Specifications, Storm Drain Improvements, Leucadia Drainage Project",by The City of Encinitas,undated. Dear Mr. Heffner: In response to your request we have performed subsurface exploration to determine soil conditions along the proposed alignment of a proposed 12,18 and 24-inch diameter storm drain. As part of the investigation we performed the following: • Review of all available reports and plans • Drilling and sampling of five borings along the storm drain alignment • Laboratory testing of representative soil samples • Preparation of this report presenting our findings, conclusions and recommendations The purpose of my investigation was to determine if there were any adverse soil conditions present along the alignment. 3 0 6 0 INDUSTRY ST S U I T E 1 0 5 0 C E A N S I D E C A 9 2 0 5 4 TEL: 760.721.5488 FAX: 760.721.5539 IGBOWWAI G E O 1 E C H N I C A L C O N S U L i A N 1 S SITE LOCATION AND PROPOSED PROJECT The subject project is located on the east side of Highway 101 from just north of Encinitas Boulevard to just north of La Costa Boulevard in the City of Encinitas,California (See Location Map, Figure 1). A portion of the storm drain will cross under Highway 101 west to the state park. It is planned to excavate between 4 and 30 feet below the ground surface and install a 24-inch storm drain and a 14-inch sewer line (in designated areas). Micro tunneling will be utilized in some areas greater that 30-feet in depth and in areas of utility conflicts. SUBSURFACE INVESTIGATION AND SOIL CONDITIONS Five six-inch diameter rotary auger borings were drilled to a depth of 30-feet. Relatively undisturbed samples were taken at 5-foot intervals. The borings were logged and visually classified by an engineer from this company. The logs are presented as Appendix A of this report.The locations of the borings are shown on Figure 2,Plot Plan. All five borings revealed Terrace Deposits (Lindavista Formation)to the depths(30 feet) explored. All five borings encountered a reddish brown to light brown mixture of silty sand and clayey sand. The soil was moist, dense and exhibited good bearing and strength characteristics. Although no coheisionless sand was encountered,the soils observed did not have good cementation and could"slough"and cave in unsupported excavations over 10 feet in depth. Groundwater was encountered in four of the borings and will be a factor in the placement of the sewer and storm drain. During rainy periods and extremely wet weather it is possible that the sands encountered could transport water and create a temporary perched water condition. GROUNDWATER Groundwater was encountered in four of the five borings drilled for the project. This water was encounter between 12 to 16 feet below the ground surface and was noted to be moderate to heavy seepage. This zone of seepage could contribute to sloughing or failure of the trench sidewalls due to the saturated condition of the terrace deposits. Dewatering of the trench may be necessary in some areas to facilitate the placement of the pipe bedding and pipe. CONCLUSIONS AND RECOMMENDATIONS Based upon the results of the five borings drilled along the proposed storm drain alignment, drilling in the area for other CIP projects and observation of the drainage in the immediate area the excavation the installation for the 12-24-inch storm drain and 14-inch sewer on the ease side of Highway 101 is feasible from a geotechnical standpoint if the conclusions and recommendations are read,understood and followed. The following is a summary of conditions to be anticipated: • The storm drain trenches can be excavated with conventional excavation equipment and no hard or difficult excavation or oversized rock is anticipated.Some cobbles may be encountered in discontinuous lenses. Cemented zones are possible,but can be excavated. • Poorly cemented,moist sands will be present in the sidewalls of the stormdrain trench excavations. These soils may not hold a vertical side in excavations greater than 10 feet and may need shoring or other methods of support. • Groundwater is anticipated to be encountered in the excavations and may cause trench wall stability problems and may need localized dewatering and may be a problem after extended periods of rainfall. • Bearing capacity of the bottom of the trench is expected to be adequate to support the storm drain pipe without any remedial grading. • The excavated soil is suitable for reuse as backfill. All fill soils should be brought to near- optimum moisture conditions and compacted in uniform lifts to at least 90 percent relative compaction based laboratory standard ASTM Test Method D1557-96. The optimum lift thickness required to produce a uniformly compacted fill will depend on the type and size of compaction equipment used.Placement and compaction of fill should be performed in general accordance with the current City of Encinitas grading ordinances, sound construction practices and the recommendations contained in this report,the Improvement Plans and the Construction Specifications. We would recommend that any contractor bidding on this project be aware of the weak soils that will be present in the trench sidewalls,that groundwater is present in a large portion of the project and be prepared to shore or support the lower portion of the deeper trench excavations. This condition(cohesionless sands)can be encountered at any depth in the trench excavation. CONSTRUCTION INSPECTION AND LIMITATIONS The recommendations provided in this report are based on our observations. A representative of Geopacifica,Inc should check the interpolated subsurface conditions in the field during construction. We recommend that a representative of this firm observe all excavations and grading operations so that construction is performed in accordance with the recommendations of this report. The recommendations contained in this report are based on our field study,laboratory tests, and our understanding of the proposed construction. If any soil conditions are encountered at the site that are different form those assumed in the preparation of this report,our firm should be contacted so that we may review the situation and make supplementary recommendations.This report has been prepared in accordance with generally accepted soil and foundation engineering Practices within the City of Encinitas area. Professional judgments presented herein are based partly on our evaluation of the technical information gathered,partly on our understanding of the proposed construction,and partly on our general experience in the geotechnical field. If you ha e any sti ns,ple se c Sincer , me s F. ow ton R.C.E. 55754 ffflulros ON 33 1 1 34cA qD £ R •t a E OR N t ttnta.w■ AY ZS ■� 8 p \ 1 w p I Y / L Ap S I LN AS E ST ,a 3 Eva I 4 $ mEr Y Q� Eeuuou Y�10 y I la� a� ■ ( I SGT a LEDM ` BL D +- ,40 g I < e ;a Q \ � a ♦4 R I tl S ■ � t� a Q 3 VX(NTTAL YEAa n 9 ■ w n t -- EGWIT YY n a t Q ENCI " mw a Q � M1 1 w � ass k PACIFIC �i+wc �■■ DR 6 OCEAN \ ■� ENCIS.TAS. wr NEOnieff 10 ` ` BL 2 SPATE ` T , ■ NEW a■ �6 i n � ■� a � ■ 15 �E a �d �.e b' E ■ IF1■FR rya North Location Map GEOPACIFICA PROJECT NO. , FIGURE NO. 1 •—{ '�� A I evlTos I 33 Cos JAL- cc X MA lo wl LIU B .�� '•{ �, •�� �•/,• -.'1 I 1 'fir �J �' '+ f i• Dp •`, L •.. � � ►f� '1..� 1+ .�AY Imo:L.:\w� •+'� •. .. • :'�{� aslr L M� . ' ice,i; 0' Val- AA star 1 . • SS • -. 11 • r ` 0 i i ■f .4 l 1� �i • � •i • 1.9v ' y .. er7 '� \ + • .� •• :• M � • ink �'�.'f r + \ 1S\ tai �, , , . , (• ► c' u Park • :i. _ n: 1 \ 5f:aa de Garden f '1 ` My Park -. ' •.�•' :: 1 of •' S �� I Ai00N1dGST' •V •� + ■ fee ' 6 r t .• T- Approximate Location of Boring Plot Plan GEOPACIFICA PROJECT NO. ( FIGURE NO. 2 APPENDIX A DRILLING COMPANY: �,c L,'�Z �'C:``\�`�! RIG: k1kne�_ DATE: BORING DIAMETER: DRIVE WEIGHT: 14� 165 DROP: g.� ELEVATION: W ^ W w a.a. ° ~ w BORING NO. .4. 2 C LL Z Q Z J co _ W w G > 3 c �ZZ W < o� ¢ a O O O j SOIL DESCRIPTION C m D m Dv U aDr 0 etracc ��pc� i�'s •, i—z��� br�ur J rcjj�s� bra'rJ►n ``I�}y 5an.� ��� Sar•17 < lij Slkghl� '�d rc�a\S-1 � rhC d,v r►, �e r 5 G •�o �Q.A S C 5 10 .L Secp�•�t� �i� 15 30 ion,0 so �$ 25 3� fpm\v- l•1 - ��,, 30 BORING LOG GEOPACIFICA 1PROJECr NO. I FIGURE NO. It• t DRILLING COMPANY: Ste: < �•<,\`�'r.� RIG: DATE: BORING DIAMETER: DRIVE WEIGHT: j lt4 DROP: $ ELEVATION: .. ° ~ BORING NO. �. v � -c W MZ Jad 3 °� W � _ � W < ¢ OJ Ix n v SOIL DESCRIPTION ° m ° m °.. 0 ar�lt tc��l�S�. brbvjn / s4Y..ly S A 5a�-� sl���.� 17n•tS� �d rr,e Is �l�h S L '�� �l�!►• S G s 10 15 5.0 s;l�y 5ti�.�, dohs c 2s 30 BORING LOG GEOPACIFICA ( PROJECT NO. I FIGURE NO. A-�. DRILLING COMPANY: S 4-, zt• >>T, RIG: DATE: BORING DIAMETER: (eta DRIVE WEIGHT: I'4{1 �b5 DROP- $ ELEVATION: W r. W 4 ° W ;z ., BORING NO. 3 U. a c t O i ¢ v U Z J = W W G t- -c U > 3 f °° ZZ - � W < of i ¢ a O O 06 SOIL DESCRIPTION G m G m C.. 0 �ar , 1 ,��.�1 br.I✓f1ar� s eh$ 10 �5 pe11a�-6rbtah 1s byew ti 2° 3 25 32 rets� bv�wr fnn,oy i Nc cu v tt� 30 BORING LOG GEOPACIFICA I PROJECT NO. I FIGURE NO. �• 3 DRILLING COMPANY: "t `\1�_ RIG: Iw,A�a`r DATE: BORING DIAMETER: ., DRIVE WEIGHT: `CQ S DROP: $ ELEVATION: r. W W W J a o o BORING NO. N LL Z = J d1 w W 3 c r - 0 (3^ O O SOIL DESCRIPTION G m go 0 O v V W v 0 f'1a �s-�� rnedi��-- ale►.s� �o de��e 5 }.b 10 acl fc�a�s� bv��r 15 �j Say.� �Q1r`SG 20 25 40 �..t qer-4- 1�s ' SC C C n 1't r U� CuV lr 30 BORING LOG GEOPACIFICA I PROJECT'NO. I FIGURE NO. -4 r DRILLING COMPANY: S '( .��lR�ti RIG: AV," DATE: fear Gln 1L ,} BORING DIAMETER: b P DRIVE WEIGHT: 5 DROP: I ELEVATION: LU W W J d O H L d ` o w W BORING NO. �J pp W O 3 1- V V ofz J IL <o [ GJ ¢ a 5 U - j SOIL DESCRIPTION 0 m o m Cv 0 5 15 b" 20 j 1e 25 A �Jer +L 30 BORING LOG GEOPACIFICA I PROJECT NO. I FIGM�E NO. A- 5 APPENDIX B RESULTS OF LABORATORY TESTING MAXIMUM DENSITY/OPTIMUM MOISTURE Sample Location Maximum Density Optimum Moisture B 1 @ 5' 116.5 11.0 B3 @ 15' 120.0 12.5 B-5 @ 10' 107.5 10.0 i2-1 j; A _ I - cz) Tc-JP z' =:I F-I ii'o tr -77- DEN 5 i T;' �J F �'� - X50 �6/-�'� CIF; ;7 L p Nutl r7l -4 14;L Z Z7 oc, Er /Ve-, tx VA 1,763, � r ,sjCZ � Lop, ƒ . . . .. . \ 440 CONCRET£ PIPE DESIGN MANUAL FIGURE 2 7 F \ TRENCH BEDD NGS \ \ \CIRCULAR PPE § . . . m . . >y . � . . . . : . . . ^ \k �) �} ( �\ { �\ - \ � } � . ? < ( < + » + • / | \ [ / �{ � �a �: . t . �x z o C PIPE SIZE D IN INCHES m D m .. 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W W W A 0 01 W r W 0 r V r W W N 10 A 01 V W 03 W V N W 0 01 11 r C O b N (D 000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 = Z y 00 7' O' r r r r r r r r r r r r r r r r r r r r r r r r 9C O 00 QAC W W W A A cn 01 N 0 00101 N A W NN r 0010 V 01N W D O 0 o u7i FT FT O ^ 0000000000000000000000000000 W -0 O pue 6u O v D 00 as "O -' r r r r r rrrrrr r rrrrrrrr m m y 011ua0 7 C c -70 NNW WAA W W W WAACAAA WN-ooW W W V 0101 CAA W N 01 7 n a W 0 W W N r W N W W r p1 r W O N W W V N 01 10 W 01 10-N A CA n W(D :E 0000000000000000000000000000 N O [ p 'i 7 3 7 (D D—(D r r rr r r r r r r rrrrrrr '0 z Z 1 ' as 1nNN stn 1000301W A V 1 010 W 01 W NAt071r 01 W 010 A W N N W C O D n f f 00000000000000000000000 -0000 0 T ' � 71 0 ' f.1..r 1.+1-+lrrrrrrrrr N N 7,., AAA A A W W NNNrrOOIO W W V V 0101 U1NN AA W N N1 �- V/DT W 0011 ID Y1r01r 01 rtn IONNr V 110010 Cn 0 CA IO C m O _ 3 O 00000"000000 O 0000 O 0000000000 Z O D C p D 7 ---r r r r r r r _ N n NNNNrrr0 0 0 10 10 03 01 V V 0101N CnNAAA W W NN W T .n.7 W 0 N 0 V A r V A 0 01 N W W W W V r 03 0 r W A O 01 N W W 0 T M 0 = 000000000000000000000000 0 000 n ., rrrr C N O O O O W 0 W W W W W V V V 01 01 01 0 A A A W W W W N N r V m C 7 a0 IDV ANIO V ArW01rW A0NrOfr W to N1001W0Www C W 0000000000000000000 O O O O O O O O O dW a 0 I N 0 WOpp W W W V V V W W 01N W W AAA41414147N NN rr W t fD 000 00 00 00 000 000 0 V 00 0 0 00 00 0 00 0 j 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11SS Ol N W W V V V V V 011 0101 W CAN AAA W W W W NNNNr rr C 1 W r IO V N WOW W W O V A r W A r V N WOW W A r IO W W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i € d rrrrrrrr L A W W NNr00l01O W V V W WNAA W W W W NNNr1-'�' A07NW0AWNW0A WN0I0AWNIO W WOV ArWCnN C al S3HDN1 NI 0 3ZIS 3dld U2 i } OF 31GVi £9i sazgv.L ¢ w CITY OF ENCINITAS AGENDA REPORT CITY COUNCIL Meeting Date: October 10, 2001 TO: City Council FOR YOUR RECORDS VIA: Kerry L. Miller, City M a e From City Clerk FROM: Leroy Bodas, Directo of ngineering Services SUBJECT: Adoption of Resolution No. 2001-55 authorizing the Director of Engineering Services to accept offers of dedication of real property, easements, and subdivision improvement agreements. BACKGROUND: The City is about to begin the construction of the Leucadia Drainage Project that will address flooding problems west of Highway 101 from Athena to the North City limits, and a couple of areas east of Vulcan Avenue. Furthermore, during this same project the City will be replacing an existing sewer force main along the same stretch of Highway 101. The majority of the storm drain and sewer force main will be installed in NCTD right of way. Because of this, the City needs to obtain an easement from NCTD. DISCUSSION: During the process of obtaining an easement from NCTD, a representative from NCTD informed the City that NCTD would not accept the signature from the Director of Engineering Services unless the City submitted a copy of a Resolution where Council authorized the Director of Engineering Services to sign for easements. Resolution 94-107 (See attachment A) authorized the Director of Engineering Services to accept offers of dedication of real property. However, since it didn't specifically mention easements in the Resolution, NCTD did not accept it as authorizing the Director of Engineering Services to sign for easements. Consequently, a new resolution which specifically includes easements must be adopted in order to obtain the necessary easement from NCTD. FISCAL IMPACT: There will be no fiscal impact in obtaining the easement from NCTD. ENVIRONMENTAL STATUS: A mitigated negative declaration was adopted by Council on June 10, 1999. Furthermore, the City has obtained Coastal Development Permits for both Encinitas and Carlsbad, a 401 Permit with the Regional Water Quality Control Board, a 43 Nationwide Permit with the Army Corps of Engineers, and a 1601 Permit with the State Department of Fish and Game. ar6530 RECOMMENDATION: City Council adopt Resolution No. 2001-55 authorizing the Director of Engineering Services to accept Offers of dedication of real property, easements, and subdivision improvement agreements. Attachment: Resolution No. 94-107 Resolution No. 2001-55 ar6530 09/26/2001 08:34 7607321367 ROWENG HAUL 0 Z 0 2 m 14 J a � G N 2 O v �o s � � � 4P -11, WW -i WWNN - . 0000 D t + + + + ♦ + + + + -i p (nO (n0W0 O 0 0 0 0 00000 Z D M � NNL4 � JO rn 0 N N A to tD 0 C D In -+ NNW_ NW -0� NW � < -I to � 00 (DDNO � � w �c 1`1 xxxxxxxxx cn cn cr cn cn m ul r C y 00000000 r II II II II II II II II II r 0 �, � oo ,r � � � � NN —► r 0 � C N (p 0 v ? .0. �l W OLnLp (p00LT, 00 OooOoOp00 m C1 C C7 C G I-fE-6/Z- 0 12 r /AS L! ol! c IN- 15\ GI-(d F c> r'j ( (\j C- kD �AW T-j t 7,1 2- 4 'g -2 } In y 1 ,�` n = L• l -3 L Q t�t`I4, ZE N l �1 I A t-A, 1V . 4.9;7 = Z F�.E 1 Q � z8. � c-Fs � - 95 �E � v t- z z C�.� c Vf�r G i r� 2-77- ? , 1, �8 /d 6 7 I Sl.S 3. j. _ __---.._-_. __....- 19A, C3 IZI i Z4�A =7 F7 - tz C-P TZ8 ,X A -AXZ491f I C F,2o Fµw NEC It 1.0 I ADAPTED FROM HYDRAULIC CHART TIP-'/I, HYDRAULIC DESIGN CRITERIA,CORPS OF ENGINEERS I 0.8 k = 50% stone size :ale I N� U. I U. C 0.6 I I J W W W 1- O I W Q H W 0.4 W I O J N IQ- O H I 0.2 I 0 0 02 0.4 0.6 0.8 I.0 IVelocity Against Stone - F.P.S. , Vs Average Velocity In Channel IFIG. 1 - VEWCITY AGAINST ST01M ON CHARNEL BOT'!M IThe size of stone required to resist displacement from direct impinge- ment of the current as might occur with a sharp change in stream alinement is greater they, the value obtained from figure 2, although research data is lacking on just how much .larger the stone should be. The California Divi Sion of Highxays (6) reconoends doubling the velocity against the stone as i determined for straight alinement before entering figure 2 for stone size. Lane (S) recommends reducing the allovable vslocity by 22 percent for very sinuous channels; for determining stone size by figure 2, the velocity (Vs) would be increased by 22 percent. Until data are available for determining the stone size at the Point of impingement, a factor which vould vary from l�to2 d ndi upon the severit of the attack by the current, should be ad to catering figure • (`AO>.-c� P�`� nY ��� V E�-o c,t�Y �3 i f� ���l v fL dF � •S I 11-5 STONE wE1GHT,1000P 1500 3000 6 3000 5000 , 20 60 1 5101 401 1 00 018001 12000 I 40001 26 12:I or bottom 4:1 24 3:I 2:1 22 20 1:1 G IS 2 O 0 W N 16 ►x 10.0-7-F+15 cr. 15,1�rHs a 1- 14 W U. Z — a 2 1 10 FOR STONE WEIGHING 0 165 LOS. PER CU.FT. J W > S 6 ADAPTED FROM REPORT OF SUBCOMMITTE ON SLOPE PROTECTION, AM. SOC. CIVIL 4 ENGINEERS PROC. JUNE 1948 i 2 0 0 2 3 4 1 EQUIVALENT SPHERICAL DIAMETER OF STONE, IN FEET FIa. 2-SIZE OF STONE THAT WILL RESIST DISPLACEMENT FOR VARIOUS VELOCITIES AND SIDE u-6 r 1r x. U) ,K y - A O O 1L O O O O Y F L ^ N N M 10 In N 11.1 Cl 3 �•y Q UU N N NN L E a of l c �a c1v v v 0 O ,,..� O N N ID O O O O •C N E In 1n In N N N N 41 _ O \ In Ln In In O +A 07 E d N W a N m N OI > r• p A O 7 y y 47 y Ol C L 11 W 07 O yl y a I y y O O y .1 N y C a E Q' Z Q U N Q C O1 4J w 01 C OIX 6 O 0 O a ar C O^ ' ope W Q Oa l O v O 47 a m Q ° 0 C 1 -4 N V > U Q ° w y y y 07 C Q; L S - m,T y w W U O M0 O 0 O: N W H F- 0 _ 0 y Oy 7 0E 7 0E 7 C a U rt Q 4- .9.X O.C C O.N > > Y 1 W W i d N ° • L e W a l M N ca O y 1 a IA d v V O I1 11 ay X p U tV a 4) %- 4) 9- O .. C 4 Y L.7 y 1n U Z C U 4' 7 41 7 C9 C 'o C 0)r L N A L 11 11 CO Ol a C. 0) 07 U a 07 U 07 L a a C a Olt 'O y L O. 1 ° O7 y U L OaC tl L ai y.0 �+ d'.L r t +� O T L O a p .U �+ > C Y C a+ O > L > a+ L E Q _ 07 07 0•r O O r L 07 7 a o 7 0 G LL 3 vl U G a H U.+ vl N 0 N V W U 3 H U 3 U °C U O.67 N U U A Po � 1 1 .. ./ v v v W O O In N N W 2 U) C .^ C M O O D T y 6 I i I z a A 7 U V N O L U W Y y > +°' '�1 10 'v oo �► ao o w O c A C CY. 117 EE la D D � O L L Ol O y 01 4 L .0- L L O7 v Nsv E3 I I I I i i r yQ� ° JC ry dJ O y X Zl L C m v ^ ^ ^ N N C N O1 OL a N n 7 l�lV OC N x 0. ~ ar I ' O r .2 Cj n ri + ~ > y A ^1 + „ C a 1- O 10 cmT A OI � A a � Z Z N k rn oG �j Zm.6 ZdS .� 00 ± O �O .. 0 cv10-• 1° o: i c o .8 0 � Q r_ C m F- 1D of O m P N V 07 .-1 Y ,y7yy11 1 7 .^.. r ab o •" W L L v ` O IL N d 3 �� N CONTRACT FOR THE CONSTRUCTION OF AN ENGINEERING SERVICES PROJECT THIS CONTRACT is made and entered into by and between the CITY of Encinitas, a municipal corporation, hereinafter referred to as "CITY", and Vadnais Corporation, hereinafter referred to as "CONTRACTOR". RECITALS CITY requires a general contractor to construct a public works project generally described as LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS PROJECT NO. CMD95A AND CEE97A CONTRACTOR represents itself as possessing the necessary skills and qualifications to construct the public works project required by the CITY and possesses the required contractors license; NOW THEREFORE, in consideration of these recitals and the mutual covenants contained herein, CITY and CONTRACTOR agree as follows: 1.0 CONTRACTOR'S OBLIGATIONS 1.1 CONTRACTOR shall construct the public work that is described in Attachment A, which is attached hereto and incorporated herein as though fully set forth at length; and which will hereinafter be referred to as "PROJECT". 1.2 CONTRACTOR shall, it its own cost and expense, in a professional manner, furnish all of the labor, technical, administrative, professional and other personnel, all supplies and materials;-equipment, tools, printing, vehicles, transportation, office space and facilities, an all tests, testing and analyses, calculations, and all other means whatsoever, except as herein otherwise expressly specified to be furnished by CITY, necessary or proper to perform and complete the work and provide the services required of CONTRACTOR by this CONTRACT. 1.3 The CONTRACTOR is hired to render those services necessary for the complete construction of the PROJECT in a professional manner, and any payments made to CONTRACTOR are compensation fully for those services. 1.4 CONTRACTOR shall maintain throughout the full term of this CONTRACT all professional certifications and licenses required in order to comply with all City, State, and Federal laws in the performance of this CONTRACT. 1.5 The CONTRACTOR shall pay wages to CONTRACTOR's employees not less than the current "General Prevailing Wage Rates" issued by the Director of the Department of Industrial Relations of the State of California. con6171 E-2 2.0 EXTRA WORK 2.1 The CONTRACTOR, in providing the services as set forth herein, shall not perform work in excess of the PROJECT without the written permission of the CITY or its designated representative. All requests for extra work shall be by written Change Order submitted to CITY prior to the commencement of such extra work. The cost or credit to CITY resulting from changes in the services shall be determined in accordance with the procedure described in paragraph 2.2, below. 2.2 CONTRACTOR shall seek compensation, or CITY shall be allowed any credit, for any change made by CITY pursuant to paragraph 2.1, in the following manner: A. CONTRACTOR shall submit a written claim for compensation in the form of a lump sum proposal (unless otherwise requested) with an itemized breakdown of all increases or decreases in the cost of CONTRACTOR's and subcontractors' work. Any or all of the following detail may be required by CITY: 1. Material quantities and unit costs; 2. Labor costs (identified with specific item of material to be placed or operation to be performed); 4. Construction equipment; 5. Worker's Compensation and Public Liability Insurance; 6. General and field overhead; 7. Profit; and 7. Employment taxes. B. The overhead and profit percentages included in the proposal shall not exceed the maximums given in subparagraph C, and shall be considered to include, without limitation, insurance other than that mentioned in the is Section, bond or bonds, use of small tools, incidental job burdens, and general job expense. No percentages for overhead or profit will be allowed on employment taxes. The percentages for overhead and profit shall be negotiated and may vary according to the nature, extent, and complexity of the work involved. Not more than three percentages, not to exceed the maximum in subparagraph C, will be allowed regardless of the number of subcontractors; that is, any markup of subcontractor's work is limited to one overhead percentage and one profit will be added to the direct cost decrease for proposals that decrease the CONTRACT amount. C. Overhead and profit will each be limited to ten percent (10%) of the total sum of proposed changes for work performed by CONTRACTOR and its subcontractors. con6171 E-3 D. Any request for a time extension will be included with CONTRACTOR's proposal. E. CITY shall consider CONTRACTOR's proposal in detail, utilizing unit prices where specified or agreed upon for calculating CONTRACTOR's estimates, to determine compensation. F. After receiving CONTRACTOR's detailed proposal, the CITY's designated representative for the PROJECT shall promptly review and take action on it. When the immediate need to proceed with a change is indicated through written communication by the City, the CONTRACTOR shall proceed on the basis of a price determined at the earliest practicable date but not more than the increase or less than the decrease proposed by CONTRACTOR. G. Any claim for compensation due to Differing Site Conditions, as defined by the Standard Specifications for Public Works Construction, 1997 edition (the "Green Book") is subject to and shall be in accordance with the requirements and limitations set forth I subparagraphs A through G of this paragraph 2.2. All other claims for compensation submitted by CONTRACTOR under this CONTRACT shall be subject to the requirements and limitations of subparagraphs A through E of this paragraph 2.2. H. Upon written request by the CITY's designated representative for the PROJECT, CONTRACTOR shall submit a proposal, in accordance with the requirements and limitations set out in subparagraphs A through G of this paragraph 2.2, for work involving contemplated changes covered by the request, within the time limit indicated in the request or any extension of such time limit that may be subsequently granted. If, within a reasonable time after receiving CONTRACTOR's proposal, the CITY's designated representative for the PROJECT directs CONTRACTOR to proceed with performing the proposed work, the proposal shall constitute CONTRACTOR's claim for compensation. I. CONTRACTOR understands that project changes in excess of $25,000 may require approval by the CITY's City Council. Such approval may occur only during regularly scheduled City Council meetings that occur three times each month. 3.0 PAYMENT FOR SERVICES Payment for CONTRACTOR's work to be rendered hereunder shall be in accordance with the provisions of the Bid Schedule in Section D, Bid Forms, which is attached hereto and incorporated herein as though fully set forth at length. con6171 E-4 3.5 SECURITY FOR CONTRACTOR'S PROMISE TO PERFORM 3.5.1 CONTRACTOR shall post and maintain during the full term of this CONTRACT, the following security for CONTRACTOR's promise to perform this CONTRACT: A. The amount of the faithful performance security shall be: 100%. B. The form of the security shall be: 1. Cash; 2. Cashiers check made payable to the CITY; 3. A certified check made payable to the CITY; 4. A 100% faithful performance bond executed by an approved surety insurer, admitted in the State of California, made payable to the City; or 5. The CONTRACTOR may elect to deposit securities of a value equivalent to the amount of the performance security in accordance with the provisions of § 22300 of the Public Contract Code. The City will make the final determination as to the value of the posted securities. 3.5.2 CITY shall retain 10% of each payment due CONTRACTOR under this contract until completion and acceptance of the PROJECT. In accordance with the provisions of § 22300 of the Public Contract Code, the CONTRACTOR may elect to deposit securities of a value equivalent to the retention and thereby become entitled to receive 100% of the payments, without retention. The City will make the final determination as to the value of the posted securities. 3.5.3 In accordance with Civil Code §3247, CONTRACTOR shall post and maintain durmg,the full term of this CONTRACT, the following security for CONTRACTOR' promise to pay for all labor, materials and equipment in the performance of this CONTRACT. A. The amount of the payment (labor and materials) security shall be: 100%. B. The form of the security shall be: 1. Cash; 2. Cashiers check made payable to the CITY; 3. A certified check made payable to the CITY; 4. A 100% labor and materials bond executed by an approved surety insurer, admitted in the State of California, made payable to the City; or con6171 E-5 5. The CUNTRACTOR may elect to deposit securities of a value equivalent to the amount of the performance security in accordance with the provisions of § 22300 of the Public Contract Code. The City will make the final determination as to the value of the posted securities. 4.0 TERM OF CONTRACT 4.1 This CONTRACT shall be effective on and from the day, month and year of its execution by CITY. 4.2 CONTRACTOR shall commence the construction of the PROJECT within 15 days from the date of a written notice to proceed and shall continue until all tasks to be performed hereunder are completed or this CONTRACT is otherwise terminated. 4.3 CONTRACTOR shall fully complete the performance of this contact within 240 working days from the date of a written notice to proceed. 5.0 TERMINATION OF CONTRACT 5.1 CITY may terminate this CONTRACT at any time. Notice will be in writing at least ten (10) days before the effective termination date. If CITY terminates the CONTRACT, it will pay CONTRACTOR for all effort and material expended under the terms of this CONTRACT, up to the date of notice. 5.2 Subject to paragraph 5.6, below, CONTRACTOR may terminate this CONTRACT at any time with CITY's mutual consent. Notice will be in writing at least fifteen (15) days before the effective termination date. 5.3 Subject to Paragraph 5.7, below, if CONTRACTOR fails to properly perform its obligations in a timely manner due to any cause, or if CONTRACTOR violates any part of this CONTRACT, CITY shall have the right to terminate this CONTRACT. Notice will be in writing at least fifteen (15) days before the effective termination date. Should this occur, all finished or unfinished documents, data, studies, surveys, drawings, maps, reports and other materials prepared by CONTRACTOR shall, at CITY's option, become CITY's property, and CONTRACTOR shall receive just and equitable compensation for any work satisfactorily completed up to the effective date of termination, not to exceed the total costs under Section 3.0. 5.4 Should the CONTRACT be terminated pursuant to this Section, CITY may procure on its own terms services similar to those terminated. 5.5 By executing this document, CONTRACTOR waives any and all claims for damages that might otherwise arise from CITY's termination under this Section. 5.6 Neither parry shall be deemed to be in breach of this CONTRACT based on a breach which is capable of being cured until after it has received written notice of the breach from the other party. The party charged with breach shall have ten (10) days from the date of receiving such notice in which to cure the breach or otherwise respond. If the circumstances leading to the charge that the CONTRACT was breached have not been cured or explained to the con6171 E-6 satisfaction of the other parry within ten (10) days from the date on which the party received notice of breach, the non-breaching party may terminate this CONTRACT. 6.0 STATUS OF CONTRACTOR The CONTRACTOR shall perform the services provided for herein in a manner of CONTRACTOR's own choice, as an independent contractor and in pursuit of CONTRACTOR's independent calling, and not as an employee of the CITY. CONTRACTOR shall be under control of the CITY only as to the result to be accomplished and the personnel assigned to the project. However, CONTRACTOR shall confer with the CITY as required to perform this CONTRACT. 7.0 SUBCONTRACTING 7.1 As required by California Public Contract Code Section 4104, the CONTRACTOR has set forth in the List of Subcontractors and Suppliers in Section F, Bid Forms, which is attached hereto and incorporated herein as though fully set forth at length: A. The name and location of the place of business of each subcontractor who will perform work or labor or render service to the bidder in or about the construction of the work or improvement, or a subcontractor licensed by the State of California who, under subcontract to the bidder, will specially fabricate and/or install a portion of the work or improvement according to detailed drawings contained in the plans and specifications, in an amount in excess of 1/2 of I% of the CONTRACTORS total bid. B. The portion of work which will be done by each listed subcontractor; and C. Only one subcontractor for each portion of the work. 7.2 If the CONTRACTOR subcontracts any of the work to be performed under this CONTRACT, CONTRACTOR shall be as fully responsible to the CITY or the acts and omissions of the CONTRACTOR's subcontractor and of the persons either directly or indirectly employed by the subcontractor, as CONTRACTOR is for the acts and omissions of persons directly employed by CONTRACTOR. Nothing contained in the CONTRACT shall create any contractual relationship between any subcontractor of CONTRACTOR and the CITY. The CONTRACTOR shall bind every subcontractor by the terms of the CONTRACT applicable to CONTRACTOR's work unless specifically noted to the contrary in the subcontract in question approved in writing by the CITY. 8.0 ASSIGNMENT OF CONTRACT The CONTRACTOR has no authority or right to assign this CONTRACT or any part thereof or any monies due thereunder without first obtaining the prior written consent of the CITY. 9.0 EQUALS con6171 E-7 The PROJECT description designates specific brands or trade names. In accordance with Public Contract Code § 3400, the CONTRACTOR proposes "an equal" item indicated in Attachment D that is attached hereto and incorporated herein as though fully set forth at length. 10.0 VERBAL AGREEMENT OR CONVERSATION No verbal agreement or conversation with any officer, agent or employee of the CITY, either before, during or after the execution of this CONTRACT, shall effect or modify any of the terms or obligations herein contained nor such verbal agreement or conversation entitle CONTRACTOR to any addition payment whatsoever under the terms of this CONTRACT. 11.0 DISPUTES 11.1 If a dispute should arise regarding the performance of this CONTRACT, the following procedures shall be used to resolve any question of fact or interpretation of the terms of this CONTRACT, including any plans and specifications included in this CONTRACT, which are not otherwise settled by agreement between the parties. 11.1.1 Disputed facts or interpretations of the terms of this CONTRACT shall be clearly identified and reduced to writing by the party making the claim, with a copy delivered in person, mail, overnight delivery, or telecopier transmission, not later than fifteen (15) calendar days following the date of the event, change in circumstance, determination of dispute in interpretation, or the discovery of the event, change in circumstance, or dispute in interpretation. The documented dispute shall also include recommended methods of resolution, which would be of benefit to both parties. 11.1.2 Within ten (10) calendar days of receipt of the documented dispute the party receiving the correspondence shall deliver a reply, including with the reply the responding parry's recommended methods of resolution, to the complaining parry. Delivery of the reply shall be in person, by mail, overnight delivery, or telecopier transmission, so long as it is received by the complaining parry within the time described in this subparagraph. 11.1.3 If the parties have not resolved the dispute within five (5) calendar days of the delivery of the responding party's reply to the dispute, the complaining party shall send a letter within five (5) calendar days, outlining the dispute, together with the documented dispute and reply, to CITY's Engineering Services Director for resolution. The Director shall have ten (10) calendar days within which to resolve the dispute and serve a notice of decision on each of the parties in the manner set forth in this Section for delivery of claims. Should the Director fail to resolve the dispute within this ten (10) calendar day period, the Director shall take no further action on the dispute except to notify the parties, in the manner set forth in this Section for delivery of claims, that the dispute shall be deemed unresolved and the complaining party may proceed with resolution of the dispute in accordance with paragraphs 11.2 and 11.3, below. 11.2 The parties mutually agree that any dispute arising out of or relating to this CONTRACT, or its breach, that cannot be settled by negotiation shall be first submitted to con6171 E-8 mediation under the Commercial Mediation Rules of the American Arbitration Association before resorting to arbitration, litigation, or other action. 11.3 CITY has elected to resolve any disputes under this CONTRACT pursuant to Article 7.1 (commending with section 10240) of Chapter 1 of Part 2 of the California Public Contract Code. Claims, disputes and other matters in question between the parties to this CONTRACT, arising out of or relating to this CONTRACT or the breach thereof, shall be decided by arbitration in accordance with the current rules of the American Arbitration Association unless the parties mutually agree otherwise. 11.3.1 No demand for arbitration may be made until the party making demand for arbitration has first complied with the procedures set forth in paragraphs 11.1 and 11.2 of this Section 11. 11.3.2 The claimant shall initiate arbitration within ninety (90) calendar days after the date of service of the notice of decision or notice of non-decision of the CITY's Engineering Services Director in accordance with Public Contract Code section 10240.1. 11.3.2 No arbitration arising out of or relating to this CONTRACT, shall include, by consolidation,joinder or in any other manner, any additional person not a party to this CONTRACT except by written consent containing a specific reference to this CONTRACT and signed by CONTRACTOR, CITY, and any other person sought to be joined. 11.3.3 Any consent to arbitration involving an additional person or persons shall not constitute consent of any dispute not described therein or with any person not named or described therein. This CONTRACT to arbitrate and any CONTRACT to arbitrate with additional person or persons duly consented to by the parties to this CONTRACT shall be specifically enforceable under the prevailing arbitration law. 11.3.4 Notice of the demand for arbitration is to be filed in writing with the other party to this CONTRACT.,and with the American Arbitration Association. The demand is to be made within a reasonable time after the claim, dispute or other matter in question has arisen. In no event is the demand for arbitration to be made after the date when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations. The award rendered by the arbitrators shall be final and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction thereof. 12.0 HOLD HARMLESS 12.1 CONTRACTOR agrees to indemnify and hold the CITY and CITY's officers, officials, employees and agents harmless from, and against any and all liabilities, claims, demands, causes of action, losses, damages and costs, including all costs of defense thereof, arising out of, or in any manner connected directly or indirectly with, any acts or omissions of CONTRACTOR or CONTRACTOR's agents, employees, subcontractors, officials, officers or representatives. Upon demand, CONTRACTOR shall, at its own expense, defend CITY and con6171 E-9 CITY's officers, officials, employees and agents, from and against any and all such liabilities, claims, demands, causes of action, losses, damages and costs. 12.2 CONTRACTOR's obligation herein includes, but is not limited to, alleged defects in the construction of the improvements; alleged defects in the materials furnished in the construction of the improvements; alleged injury to persons or property; alleged inverse condemnation of property as a consequence of the construction or maintenance of the work or the improvement; and any accident, loss or damage to the work or the improvements prior to the acceptance of same by CITY. 12.3 By inspecting, approving or accepting the improvements, CITY shall not have waived the protections afforded herein to CITY and CITY's officers, officials, employees and agents or diminished the obligation of CONTRACTOR who shall remain obligated in the same degree to indemnify and hold CITY and CITY's officers, officials, employees and agents, harmless as provided above. 12.4 CONTRACTOR's obligation herein does not extend to liabilities, claims, demands, causes of action, losses, damages or costs that arise out of the CITY's intentional wrongful acts, violations of law, or the CITY's sole active negligence. 13.0 INSURANCE 13.1 The CONTRACTOR shall obtain and for the full term of this CONTRACT maintain a policy of motor vehicle liability, general liability and property damage insurance from an insurance company approved by City and licensed and admitted to be transacting business in the State of California, in an insurable amount of not less than one million dollars ($1,000,000.00) for each occurrence and in the aggregate. The insurance policy shall provide that the policy shall remain in force during the life of this CONTRACT and shall not be canceled, terminated, or allowed to expire without thirty (30) days prior written notice to CITY from the insurance company. - 13.2 The CITY shall be named as an additional insured on CONTRACTOR's policies. - 13.3 Prior to commencement of work under this CONTRACT, CONTRACTOR shall furnish endorsements from each of the insurance companies. 14.0 NOTICES 14.1 Any notices to be given under this CONTRACT, or otherwise, shall be served by certified mail. 14.2 For the purposes hereof, unless otherwise provided in writing by the parties hereto, the address of CITY and the proper person to receive any such notice on its behalf is: Alan D. Archibald, Director of Engineering Services City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024-3633 con6171 E-10 and the address of CONTRACTOR and the proper person to receive any such notice on its behalf is: Vadnais Corporation Attn: Paul J. Vadnais, President 9164 Rehco Road San Diego, Calif. 92121 15.0 CONTRACTOR'S CERTIFICATION OF AWARENESS OF E%MGRATION REFORM AND CONTROL ACT OF 1986 "CONTRACTOR certifies that CONTRACTOR is aware of the requirements of the Immigration Reform and Control Act of 1986 (8 USC Secs. 1101-1525) and will comply with these requirements, including but not limited to verifying the eligibility for employment of all agents, employees, subcontractors and consultants that are included in this Contract." 16.0 AFFIDAVIT OF NONCOLLUSION As required by California Public Contracts Code section 7106, the CONTRACTOR has submitted within Section F, Bid Forms, affidavit of noncollusion affidavit, which is attached hereto and incorporated herein as though fully set forth at length. CONTRAC - CITY OF EN1 AS by by Paul J. Va s, President Vadnais C trMpo r ation Dated: 10 I y C©� Dated: State of California License No. 255709 A con6171 E-11 ATTACHMENT A LEUCADIA DRAINAGE AND SEWER FORCE MAIN Il"ROVEMENTS WORK TO BE DONE All work shall be done-in accordance with the Special Provisions, the "Greenbook" Standard Specifications for Public Works Construction (2000 edition), and the San Diego Area Regional Standard Drawings (March, 1997 edition), Caltrans Standard Specifications (July, 1992 edition), and the plans, drawing number 0013-DI unless otherwise indicated on the plans. DESCRIPTION OF WORK FOR LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS The work is located on along Highway 101 from Basil Street to Carlsbad State Beach. In general, the work consists of installing RCP storm drain pipe, which varies in size from 18 inches to 24 inches in diameter and microtunneling either 24" polymer concrete pipe or 24" centrifugully cast fiber glass reinforced plastic mortar pipe. Some of the 24" RCP will need to be jack and bored underneath the existing NCTD railroad tracks. Included in the work is the installation of Type A storm drain cleanouts, concrete catch basins, grading, landscaping, irrigation, and tide flex check valves. The sewer force main work consists of 14" PVC (C-905) pipe installed to approximately 1200' north of Grandview Street. Included in the work is the construction of sewer access boxes, and other appurtenant work as shown on the drawings entitled "Leucadia Drainage Project," Drawing No. 0013-DI which are considered a part of the Contract Documents. con6171 E-14 AUG 27 '01 02:24PM CITY OF ..NCINITAS P.5/6 BASE BID SCHEDULE .Ytein ;Approxifnate i' �Itezn , Uriit'P �ce Total',r 1 d: ;t uantity; ' knit, Write Tnit:Prig(in wortls�' I. Lump Stan Lump Clearing and Cribbing $ $ Sum '2/0,ocn 2 to,ocM 2. 4,474 L.F. Earthen Ditch $ $ 2Z_ 3. 76 L.F. Jack and Bore 24" RCP $ 650- $ y cx>' 4_ 7,356 L.F. 24"RCP (D-2000) $ $ " 5_ 969 L.F. 12"PVC (C-900) $ $ 6. 7,513 L.F. 14"PVC (C-905) $ $ 3-75 7. 19 Each Storm Drain Cleanout $ Z CAD- $ 8. 16 Each Modified Cleanout $ boo- $ -- 9. 3 Each Survey Monument 10. 3,536 L.F. 18"RCP (D-2000) $ v5 $ -5/7 7 WV 11. 4 Each Traffic Loops $ 16!;v- $ 71J 12. 1 Each Concrete Pipe Collar $ - $ 13. Lump Sum Lump Striping and Legends $ $ Sum sc�cx7 5E ' 14. 2 Each Type C Catch Basin $ v oo' $ y S�f 15. 9 Each Type G Catch Basin $ yam; $ 36000- 16. 1 Each Modified Curb Outlet $ ,-- $ 17. 2 Each Concrete Headwall $ $ 18. 3 Each Type B Catch Basin $ 19. 120 S.F_ Concrete Sidewalk $ - $ cam, 20. 280 L.F. 6" Concrete Curb& Gutter $ 000-- 21. 3 Each Relocate Water Meters 22. Lump Sum L.S. Detention Basin Earthwork S 000- $ 23. Lump Sum L.S. Landscape &Irrigation aov (,0 000 24. 1000 L.F_ K-Rail with Chain Link Fence $ $ - 25, 15 L.F. 36"RCP (D-2000) $ ,- $ yam- 26. 1 Each Concrete Energy Dissipator $ COO $ coo__ 27. 1 Each 48" CMP Riser 28_ 1 Each 24" CMP Riser $ -�`" $ 29. 254 L.F_ 6" Concrete Curb Type G-1 $ I 30. 50 L.F. 6" A.C. Berm 1 con6171 D-15 AUG 27 '01 02:24PM CITY OF 4CINITAS P.6i6 It roX.jiate I : ,. ° ' ' Tbfat .. e ,App tti i]nit Price' „No: ;Quantity,; Unit-, Write Unit Price iti.worcl9 tfisa; 31. 300 S-F_ Concrete Cross Gutter $ ° 32. 259 L.F. Type G-6 Concrete Curb (Type $ $ B-3) 2S to`i75 33. 10 Each Relocate Sewer Lateral $ $ (Contingency Bid Item) 34. 10 Each Relocate Water Service $ $ j (Contingency Bid Item) 7-3°a Z3 ovo� ry 35. 1 Each Rip Rap Energy Dissipator $ $ (SDRSD D-40) yam; LJOC)o 36. 1 Each Brooks Catch Basin with Steel $ $ Grate iY��ir S�✓ /G�n�fcd << 73/ 127— , e BASE BID AMOUNT se-yktl dollars and cents. ADDITIVE ALTERNATE"A" 1. 1,968 L.F. 24" Centrifugally Cast Fiberglass $ � Reinforced Plastic Mortar ����- � 21D,3201 Microtunnelim Pipe te- e .n'1.4C'• , f�hr j ;ADDITIVE ALTERNATE"A"AMOUNT. {w dollars and 1!!2�L cents. i ADDITIVE ALTERNATE `B" 1. 1,968 L.F. 24"Polymer Concrete $ $ Nficrotumieling Pie fo/o — �,2 ro,�8p ADDITIVE ALTERNATE"B"AMOUNT: ��`t Ap dollars and,11,W cents, II2�10) � l con6171 i f �' D-16 BUAD NO. 447-402963 FAITHFUL PERFORMANCE BOND FOR LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS KNOW ALL MEN BY THESE PRESENTS that VADNAIS CORPORATION as CONTRACTOR and ATLANTIC NUTUAL INSURANCE COMPANY as SURETY, are held and firmly bound unto the City of Encinitas, as the CITY, in the penal sum of ** dollars ($3.22L,607 ), which is one-hundred percent of the total contract amount for the above-stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound,jointly and severally, firmly by these presents. ** THREE MILLION NINE HUNDRED THIRTY—ONE THOUSAND SIX HUNDRED SEVEN NO/100S THE CONDITIONS OF THIS OBLIGATION ARE SUCH tbat, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with the CITY for the above stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in nac Manner and umc specifiea therein, men ttus obligation shall be null anti void, otherwise it shall remain in full force and effect in favor of the CITY. As part of the obligation secured hereby and in addition to the face amount specified therefor, including reasonable attorneys' fees incurred by the CrrY in successfully enforcing such obligation, all to be taxed as costs and 'included in any judgment rendered; provided that any alterations in the obligations or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY. IN WITNESS wHEREOF the parties hereto have set their names, titles, hands, and seals this 26TH day of. SEPTEMBER 20 01 . CONTRACTOR VADNAIS B VAdhais, President SURE'T'Y A C MUTUAL I S CE OMPANY B VALERIE M. PEARCE, ATTORNEY—IN—FACT ACKNOWLEDGMENT of Execution by CONTRACTOR and SURETY in the proper format, shall be attached to this bond. con6171 E-12 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Cal ifornia County of San Diego On September 26, 2001 before me, Rebecca A. Weiss, Notary Public Date Name and Title of Officer(e.g.,'Jane Doe,Notary Public") personally appeared Paul J. Vadnais Name(s)of Signers) t]personally known to me–OR–❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, a 0 .� REBECCA A. WEISSg executed the instrument. U J f'T COMM.#1219286 (� •,► NOTARY PUBLIC-CALIFORNIAQ " SAN DIEGO COUNTY � WITNESS my hand and official seal. COMM. EXP.MAY 13,2003� 0,0_o t 1 d N Signature of Notary Public OPTIONAL Though the information below is not required bylaw,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Paul J. Vadnais Signer's Name: ❑ Individual ❑ Individual X] Corporate Officer ❑ Corporate Officer Title(s): President Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attomey-in-Fact ❑ Attorney-in-Fact • Trustee ❑ Trustee • Guardian or Conservator ❑ Guardian or Conservator • Other: Top of thumb here ❑ Other: Top of thumb here Signer Is Representing: Signer Is Representing: Vadnais Corporation 0 1994 National Notary Association•8236 Remmet Ave.,P.O.Box 7184•Canoga Park CA 91309-7184 Prod.No.5907 Reorder.Can Toll-Free 1-800.876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of California County of San Diego On 9-26-01 before me America San Martin, Notary Public DATE NAME,TITLE OF OFFICER-E.G.,-JANE DOE,NOTARY PUBLIC- personally appeared VALE][tIE M, PEARCE NAME(S)OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(S) is/= subscribed to the within instrument and ac- knowledged to me thatXWsheAkmy executed the same in his/her/their authorized capacity(ffi), and that byxhU her signature(B) on the instrument the person(s), or the entity upon behalf of which the person(&) acted, executed the instrument. OFFICIAL SEAL r @My AMERICA SAN MARTIN NOTARY PUBLIC-CALIFORNIA wITN nay hand Official se C01�!MISS(Civ # 1�GG313 C SAN DIEGO COUNTY Commission Exp.Oetoher 31,2T 002 r SIGNATURE F NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER 17TLE(s) TITLE OR TYPE OF DOCUMENT ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAN/CONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION-8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 —�AtlanticMutual Atlantic Mute,Insurance Company Companies Centennial Insurance Company Power of Attorney KNOW ALL MEN BY THESE PRESENTS, that the Atlantic Mutual Insurance Company and Centennial Insurance Company, corporations duly organized under the laws of the State of New York hereinafter called Companies,do hereby appoint Jack T.Warnock,Bart B.Stewart,Valerie M.Pearce,Chris A.Lydick,Christine A.Paterson,Leticia San Martin,Lawrence F.McMahon their true and lawful Attorneys-in-Fact to make,execute,seal and deliver on their behalf as surety any and all bonds and undertakings of suretyship and other documents that the ordinary course of surety business may require. Such bonds and undertakings when duly executed by the aforesaid Attorney(s)-in-Fact shall be binding upon the Companies as fully and to the same extent as if such bonds and undertakings were signed by the President and Secretary and sealed with its corporate seal. This Power of Attorney is issued pursuant to and by authority of the following resolution of the Board of Trustees of Atlantic Mutual Insurance Company and the Board of Directors of Centennial Insurance Company adopted effective December 1, 1999 and now in full force and effect; RESOLVED that the Chairman, President or Senior Vice President-Surety may appoint other officers of the Company or agents of the Company to act as its lawful Attomey-in Fact in any State, Territory or Federal District to represent this Company and to act on its behalf within the scope of the authority granted to them in writing, which authority may include the power to make, execute, seal and deliver on behalf of this Company as surety, and as its act and deed, any and all bonds and undertakings of suretyship and such other documents as are required in the ordinary course of surety business; and that the Secretary, Assistant Secretary or any Officer of the Corporation be, and that each or any of them is, authorized to verify any affidavit or other statement relating to the foregoing and to any resolutions adopted by its Board of Trustees(or Board of Directors,as applicable);and that any such Attorney-in-Fact may be removed and the authority so granted may be revoked by the Chairman, President, Senior Vice President-Surety or by the Board of Trustees(or Board of Directors,as applicable). IN WITNESS WHEREOF, each of the Companies has caused this Power of Attorney to be signed and its corporate seal to be affixed by its authorized Officer this Fourth day of January,2000. Atlantic Mutual Insurance Company Centenni n urance Company S7 VA___ By Attest :�;� c:MG•.• �SU Thomas P.Gorke, Senior Vice President Michael B.Keegan,Vice Pre ident 0 ':. '• ; ' State of New Jersey County of SS Passaic A �o y�� �� On this Fourth day of January, 2000, before me, a Notary Public of the State and County aforesaid residing therein, duly commissioned and sworn,personally came the above named officer of the Company who being by me first duly sworn according to law, did depose and say that he is the officer of the Company described in and which executed the foregoing instrument;that he knows the seal of the Company;that the seal affixed to such instrument is the corporate seal of the Company; and that the corporate seal and his signature as such officer were affixed and subscribed to the said instrument by order of the Board of Trustees(or Board of Directors, as applicable). ' 1MPq '• 'O Notary ublic Z'•. �BL1G ry (Seal) ) ✓ERSy My commission expires February 18,2002 I, the undersigned Michael B. Keeaan. Vice President of Atlantic Mutual Insurance Company and Centennial Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy, is in full force and effect on the date of this Certificate and I do further certify that the Senior Vice President who executed said Power of Attorney was one of the Officers authorized by the Board of Trustees and Board of Directors to appoint an attorney-in-fact pursuant to the Board resolution stated above dated December 1, 1999. This Certificate may be signed and sealed by facsimile under and by authority of the following resolution of the Board of Trustees of Atlantic Mutual Insurance Company and the Board of Directors of Centennial Insurance Company, adopted at a meeting duly called and held on the 1st day of December, 1999. RESOLVED, that the use of a printed facsimile of the corporate seal of the Company and of the signature of an Officer of the Company on any certification of the correctness of a copy of an instrument executed by the Chairman, President or Senior Vice President-Surety pursuant to the Board resolution, dated December 1, 1999, appointing and authorizing an attorney-in-fact to execute in the name of and on behalf of the Company, surety bonds, undertakings and other instruments, shall have the same effect as if such seal and such signature had been manually affixed and made,is hereby authorized and approved. CD IN WITNESS WHEREOF,I have hereunto set my hand and affixed the corporate seal of each of b the Companies to these presents this 26TH day of SEPTEMBER 20 01. 0 0 0 in Michael B. Keegan, Vice Pre ident To verify the authenticity of this Power of Attorney,call 1-800-444-6565 and ask for the Power of Attorney Clerk. ` BOND NO. 447-402963 LABOR AND MATERIALS BOND FOR LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVWENTS KNOW ALL MEN BY THESE PRESENTS that VADNAIS CORPORATION as CONTRACTOR, and ATLANTIC MUTUAL INSURANCE COMPANY as SURETY, are held and firmly bound unto the City of Encinitas, as the CITY, in the penal sum of ** dollars ($3,931,607) which is one hundred percent of the total contract amount for the above stated project, for payment of which sum, CONTRACTOR and SURETY agree to be bound,jointly and severally, fm Aly by these presents. ** THREE MILLION NINE HUNDRED THIRTY—ONE THOUSAND SIX HUNDRED SEVEN AND NO 1100 7'IM CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with the CrrY for the above stated project,if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, and also in case suit is brought Won this bond, will pay in addition to the face amount thereof costs and reasonable expenses and fees, including reasonable attorney's fees incurred by the CrrY in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed as costs to be included in the judgment therein rendered, which amount shall inure to the benefit of all person entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said alterations is hereby waived by SURETY. IN wrrNESS WHEREOF the parties hereto have set their names, titles, hands, and seals this 26TH day of SEPTEMBER_,, 20 01 CONTRACTOR VADNAIS C 0 B Pa J. Vqodais, President SURETY ATLA241C MUTUAL INSURANCE-)COMPANY By , VALERIE M. P C , —IN— CT AcKNowL16 omENT of Execution by CONTRACTOR and SURETY in the proper format, shall be attached to this bond, con6171 E-13 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of Cal ifornia County of San Diego On September 26, 2001 before me, Rebecca A. Weiss, Notary Public , Date Name and Title of Officer(e.g.,'Jane Doe,Notary Publie) personally appeared Paul J. Vadnais Name(s)of Signer(s)1 personally known to me–OR–❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s)on the instrument the person(s), or the entity upon behalf of which the person(s) acted, REBECCA A. WEISS� executed the instrument. U t�..', COMM.#1219286 (� w NOTARY PUBLIC-CALIFORNIA SAN DIEGO COUNTY 0 WITNESS my hand and official seal. COMM. EXP.MAY 13 20 03 vvvv - C� r Signature of Notary Public OPTIONAL Though the information below is not required bylaw,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Paul J. Vadnais Signer's Name: ❑ Individual ❑ Individual 1:1 Corporate Officer ❑ Corporate Officer Title(s): President Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attomey-in-Fact ❑ Attorney-in-Fact ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: Top of thumb here ❑ Other: Top of thumb here Signer Is Representing: Signer Is Representing: Vadnais Corporation O 1994 National Notary Association-8236 Remmet Ave.,P.O.Box 7184-Canoga Park.CA 91309.7184 Prod.No.5907 Reorder.Call Toll-Free 1-800-876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of California County of San Diego On 9-26-01 before me, America San Martin, Notary Public DATE NAME,TITLE OF OFFICER-E.G.,`JANE DOE,NOTARY PUBLIC- personally appeared VALME M. PEARCE NAME(S)OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(s) whose name(s) is/mm subscribed to the within instrument and ac- knowledged to me thatXmi/sheltmy executed the same in his/her/their authorized capacity(ffi), and that by XKU her signature(B) on the instrument the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument. OFFICIAL SEAL e AMERICA SAN MART!N NOTARY PUBLIC-CALIFORNIA N WIT Stray han nd fficiat s I. COMMISSION# 1200313 C +b SAN DIEGO COUNTY + My Commission Exp.October 31,2002 SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLE(S) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAWCONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR EtMTY(IES) SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309.7184 Adan6cMutual Atlantic Mutua.Insurance Company Power of Attorney Companies Centennial Insurance Company y KNOW ALL MEN BY THESE PRESENTS, that the Atlantic Mutual Insurance Company and Centennial Insurance Company, corporations duly organized under the laws of the State of New York hereinafter called Companies,do hereby appoint Jack T.Warnock,Bart B.Stewart,Valerie M.Pearce,Chris A.Lydick,Christine A. Paterson,Leticia San Martin,Lawrence F.McMahon their true and lawful Attorneys-in-Fact to make,execute,seal and deliver on their behalf as surety any and all bonds and undertakings of suretyship and other documents that the ordinary course of surety business may require. Such bonds and undertakings when duly executed by the aforesaid Attorney(s)-in-Fact shall be binding upon the Companies as fully and to the same extent as if such bonds and undertakings were signed by the President and Secretary and sealed with its corporate seal. This Power of Attorney is issued pursuant to and by authority of the following resolution of the Board of Trustees of Atlantic Mutual Insurance Company and the Board of Directors of Centennial Insurance Company adopted effective December 1, 1999 and now in full force and effect; RESOLVED that the Chairman, President or Senior Vice President-Surety may appoint other officers of the Company or agents of the Company to act as its lawful Attomey-in Fact in any State, Territory or Federal District to represent this Company and to act on its behalf within the scope of the authority granted to them in writing, which authority may include the power to make, execute, seal and deliver on behalf of this Company as surety,and as its act and deed,any and all bonds and undertakings of suretyship and such other documents as are required in the ordinary course of surety business; and that the Secretary, Assistant Secretary or any Officer of the Corporation be, and that each or any of them is, authorized to verify any affidavit or other statement relating to the foregoing and to any resolutions adopted by its Board of Trustees(or Board of Directors, as applicable);and that any such Attorney-in-Fact may be removed and the authority so granted may be revoked by the Chairman, President, Senior Vice President-Surety or by the Board of Trustees(or Board of Directors,as applicable). IN WITNESS WHEREOF, each of the Companies has caused this Power of Attorney to be signed and its corporate seal to be affixed by its authorized Officer this Fourth day of January,2000. Atlantic Mutual Insurance Company Centenni n urance Company vA- By Attest .�;T ...40. �ySUR, Thomas P.Gorke,Senior Vice President Michael B.Keegan,Vice Pre ident C�, 0 State of New Jersey f :' ...... o . J County of Passaic SS N .. y ftwvoo On this Fourth day of January, 2000, before me, a Notary Public of the State and County aforesaid residing therein, duly commissioned and sworn, personally came the above named officer of the Company who being by me first duly sworn according to law,did depose and say that he is the officer of the Company described in and which executed the foregoing instrument;that he knows the seal of the Company;that the seal affixed to such instrument is the corporate seal of the Company; and that the corporate seal and his signature as such officer were affixed and subscribed to the said instrument by order of the Board of Trustees(or Board of Directors, as applicable): 0 Tq '0& Notary Public(Seal) ................. E R.s`` My commission expires February 18,2002 I, the undersigned Michael B. Keeaan, Vice President of Atlantic Mutual Insurance Company and Centennial Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy,is in full force and effect on the date of this Certificate and I do further certify that the Senior Vice President who executed said Power of Attorney was one of the Officers authorized by the Board of Trustees and Board of Directors to appoint an attorney-in-fact pursuant to the Board resolution stated above dated December 1, 1999. This Certificate may be signed and sealed by facsimile under and by authority of the following resolution of the Board of Trustees of Atlantic Mutual Insurance Company and the Board of Directors of Centennial Insurance Company, adopted at a meeting duly called and held on the 1st day of December, 1999. RESOLVED, that the use of a printed facsimile of the corporate seal of the Company and of the signature of an Officer of the Company on any certification of the correctness of a copy of an instrument executed by the Chairman, President or Senior Vice President-Surety pursuant to the Board resolution, dated December 1, 1999, appointing and authorizing an attorney-in-fact to execute in the name of and on behalf of the Company, surety bonds, undertakings and other instruments, shall have the same effect as if such seal and such signature had been manually affixed and made,is hereby authorized and approved. o IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal of each of o the Companies to these presents this 26TH day of SEPTEMBER 20 01. Q �- v F� 0 0 m Michael B.Keegan,Vice Pre ident To verify the authenticity of this Power of Attorney,call 1-800-444-6565 and ask for the Power of Attorney Clerk. IS ego 37 TI�2 06 Fl- -------- 41 77 7- 7-0 /15z- -T Altz ............. 12- 14 =7 Iv, H "a 2. -Ti ��74 ¢- _._ � t {r' � __ -) _�� 'S h� `�,..., � � , _.� . �n _ �. �- � � ��� � a'., 6' /- � f m-. �...-. C � /t� r I . .._- r.-. a �. _ . , ,-- � .. ._ �� .� ti r2 L-, 7.C) cl- is PROPOSAL TO THE CITY COUNCIL CITY OF ENCINITAS,CALIFORNIA FOR LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS NAME OF BIDDER Vadnai s Corporation BUSINESS ADDRESS 9164 Rehco Road, San Diego, CA 92121 PLACE OF RESIDENCE The work to be done consists of furnishing all labor, equipment, and materials necessary for construction of Leucadia Drainage and Sewer Force Main Improvements. Widening within the City of Encinitas as described in these Special Provisions. The undersigned, as Bidder, declares that he has carefully examined the locations of the proposed work and the annexed proposed form of contract, and he proposes, and agrees if this proposal is accepted, that he will contract with the City of Encinitas, in the form of the copy of the contract annexed hereto, to provide all necessary machinery, tools, apparatus and other means of construction, and to do all the work and furnish all the materials specified in the contract, in the manner and time therein prescribed, and according to the requirements of the Engineer as therein set forth, and that he will take in full payment therefor the following item prices, listed both in figures and in words. The bidder understands that the following quantities are approximate only, being given as a basis :. . for the comparison of bids and the City does not, expressly or by implication, agree that the actual amount of work will correspond therewith,but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work as may be deemed necessary or advisable and in the best interests of the City by the Engineer. Receipt is hereby acknowledged of Addenda No(s). 1 con6171 D-2 - LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS GUIDE FOR COMPLETING THE "DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS" AND "DESIGNATION OF OWNER OPERATOR/LESSOR AND AMOUNT OF OWNER OPERATOR/LESSOR WORK"FORMS REFERENCES Prior to preparation of the following Subcontractor and Owner Operator/Lessor disclosure forms Bidders are urged to review the definitions in section 1-2 of the SSPWC and of the Special Provisions to this Contract especially, "Bid', "Bidder", Contract , "Contractor", "Contract Price", "Contract Unit "Price", "Engineer", "Subcontractor" and "Work" and the definitions in section 1-2 of the Special Provisions especially "Own Organization" and "Owner Operator/Lessor". Bidders are further urged to review sections 2-3 SUBCONTRACTS of the SSPWC and section 2-3.1 of these Special Provisions. CAUTIONS These forms will be used by the Agency to determine the percentage of work that the Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct information may result in rejection of the bid as non-responsive. Any bid that proposes performance of more than 50 percent of the work by subcontractors or owner operator/lessors or otherwise to be performed by forces other than the Bidder's own organization will be rejected as non-responsive. Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal" are not included in computing the percentage of work proposed to be performed by the Bidder. INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every subcontractor or Owner Operator/Lessor who the Bidder proposes to perform work or labor or render service in or about the work or improvement, and every subcontractor or Owner Operator/Lessor licensed as a contractor by the State of California who the Bidder proposes to specially fabricate and install any portion of the work or improvement according to detailed drawings contained in the plans and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater. Said name(s) and location(s) of business of subcontractor(s) shall be set forth and included as an integral part of the bid offer. Bidder shall use separate disclosure forms for each Subcontractor or Owner Operator/Lessor of manpower and equipment that it proposed to use to complete the Work. Additional copies of the forms must be attached if required to accommodate the Contractor's decision to use more than one Subcontractor or Owner Operator/Lessor. All items of information must be completely filled out. These forms must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. con6171 D-3 Neither the amount, in dollars, of work performed by the Bidder's own forces (as Contractor) nor the Bidder's overhead and profit for subcontracted items of the work is included to compute the percentage of the work performed by Subcontractors or Owner Operators/Lessors. When the Bidder proposes that any bid item will be installed by a Subcontractor or Owner Operator/Lessor the amount, in dollars, of the bid item installed by each Subcontractor or Owner Operator/Lessor must be entered under the columns "Amount of Subcontracted Bid Item Including Subcontractor's Overhead & Profit" or "Amount of Owner Operator/Lessor Bid Item Including Owner Operator/Lessor's Overhead & Profit" unless the dollar amount of all work performed by any Subcontractor or Owner Operator/Lessor is less than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater. If a Subcontractor or Owner Operator/Lessor installs or constructs any portion of a bid item the entire amount of the Contract Unit Price, less the Bidder's overhead and profit, shall be multiplied by the Quantity of the bid item that the Subcontractor or Owner Operator/Lessor installs to compute the amount of work so installed. Suppliers of materials from sources outside the limits of work are not subcontractors. The value of materials and transport of materials from sources outside the limits of work, as shown on the plans, shall be assigned to the Contractor, the Subcontractor, or the Owner Operator/Lessor, as the case may be, that the Bidder proposes as installer of said materials. The value of material incorporated in any Subcontractor or Owner Operator/Lessor installed bid item that is supplied by the Bidder shall be included as a part of the work that the Bidder proposes to be performed by the Subcontractor or Owner Operator/Lessor installing said item. The item number from the "CONTRACTOR'S PROPOSAL" (Bid Sheets) shall be entered in the "Bid Item No."column. When a Subcontractor or Owner Operator/Lessor has an Encinitas business license the number must be entered on the form. If the Subcontractor does not have a valid business license enter "NONE"in the appropriate space. Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the required information. The page number and total number of additional form pages shall be entered in the location provided on each type of form so duplicated. When the Bidder proposes using a subcontractor or owner operator/Less to construct or install less than 100 percent of a bid item the Bidder shall attach an explanation sheet to the designation of subcontractor or designation of Owner Operator/Lessor forms as applicable. The explanation sheet shall be provided by the Contractor to clearly apprise the Agency of the specific tasks that show the Bidder proposes to perform no less than fifty percent(50%) of the work with its own forces. Determination of the subcontract and Owner Operator/Lessor amounts for purposes of award of the contract shall be determined by the City Council in conformance with the provisions of the contract documents and these Special Provisions. The decision of the City Council shall be final. con6171 D-4 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) The Bidder MUST complete each information field on this form for each subcontractor that it proposes to use. Additional copies of this form may be attached if required to accommodate the Contractor's decision to use more than one subcontractor. This form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. Full Company Name of Subcontractor: Subcontractor's Location of Business: Street City State Zip Subcontractor's Telephone Number including Area Code: Subcontractor's California State Contractors License No. SUBCONTRACTOR'S BID ITEMS Bid Item No. Amount of Amount of Work in Amount of Subcontracted Bid Bid Item Performed by Contractor's Overhead Item Including Contractor Excluding &Profit in Bid Item Subcontractor's Overhead&Profit Overhead &Profit $ $ $ $ $ $ con6171 D-5 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) The Bidder MUST complete each information field on this form for each subcontractor that it proposes to use. Additional copies of this form may be attached if required to accommodate the Contractor's decision to use more than one subcontractor. This form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5 1/o) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. Full Company Name of Subcontractor: Subcontractor's Location of Business: /�; /C1c i �c,�i J L>', Street t,,,'r -w; 7/', (',s- / c •�s_'> City State Zip Subcontractor's Telephone Number including Area Code: Subcontractor's California State Contractors License No. SUBCONTRACTOR'S BID ITEMS Bid Item No. Amount of Amount of Work in Amount of Subcontracted Bid Bid Item Performed by Contractor's Overhead Item Including Contractor Excluding &Profit in Bid Item Subcontractor's Overhead&Profit Overhead &Profit $ 7 z r� 7 - $ $ $ $ con6171 D-5 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) The Bidder MUST complete each information field on this form for each subcontractor that it proposes to use. Additional copies of this form may be attached if required to accommodate the Contractor's decision to use more than one subcontractor. This form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. Full Company Name of Subcontractor: Subcontractor's Location of Business: Street City State Zip Subcontractor's Telephone Number including Area Code: Subcontractor's California State Contractors License No. SUBCONTRACTOR'S BID ITEMS Bid Item No. Amount of Amount of Work in Amount of Subcontracted Bid Bid Item Performed by Contractor's Overhead Item Including Contractor Excluding &Profit in Bid Item Subcontractor's Overhead&Profit Overhead &Profit $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ con6171 D-5 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) The Bidder MUST complete each information field on this form for each subcontractor that it proposes to use. Additional copies of this form may be attached if required to accommodate the Contractor's decision to use more than one subcontractor. This form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. Full Company Name of Subcontractor: Subcontractor's Location of Business: 1 Street "4--- etc Y G City State Zip Subcontractor's Telephone Number including Area Code: �� % �y-3 x Subcontractor's California State Contractors License No. 1/1 S�' = SUBCONTRACTOR'S BID ITEMS Bid Item No. Amount of Amount of Work in Amount of Subcontracted Bid Bid Item Performed by Contractor's Overhead Item Including Contractor Excluding &Profit in Bid Item Subcontractor's Overhead&Profit Overhead&Profit $ $ $ $ $ $ con6171 D-5 DESIGNATION OF SUBCONTRACTOR AND AMOUNT OF SUBCONTRACTOR'S BID ITEMS (To Accompany Proposal) The Bidder MUST complete each information field on this form for each subcontractor that it proposes to use. Additional copies of this form may be attached if required to accommodate the Contractor's decision to use more than one subcontractor. This form must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and correct information may result in rejection of the bid as non-responsive. The Bidder certifies that it has used the sub-bid of the following listed subcontractors in preparing this bid for the Work and that the listed subcontractors will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. Full Company Name of Subcontractor: Subcontractor's Location of Business: Street City State Zip Subcontractor's Telephone Number including Area Code: Subcontractor's California State Contractors License No. SUBCONTRACTOR'S BID ITEMS Bid Item No. Amount of Amount of Work in Amount of Subcontracted Bid Bid Item Performed by Contractor's Overhead Item Including Contractor Excluding &Profit in Bid Item Subcontractor's Overhead&Profit Overhead&Profit $ $ $ con6171 D-5 - Explanation Column 1 —Bid Item No. from the bid proposal,pages D-15 through D-16,inclusive. Column 2—The dollar amount of the item to be performed by the Subcontractor. Column 3—The dollar amount of the item to be performed by Contractor's own forces. Column 4—The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Subcontractor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages D-15 through D-16, inclusive. con6171 D-6 DESIGNATION OF OWNER OPERATOR/LESSOR AND AMOUNT OF OWNER OPERATOR/LESSOR WORK LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS (To Accompany Proposal) The Bidder certifies that it has used the sub-bid of the following listed Owner Operator/Lessor in preparing this bid for the Work and that the listed Owner Operator/Lessor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code"Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional Owner Operator/Lessor will be allowed to perform any portion of the Work in excess of one-half of one percent (0.5%) of the Bidders total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the Owner Operator/Lessors listed work will be made except upon the prior approval of the Agency. Full Owner Operator/Lessor Name: Owner Operator/Lessor Location of Business Street Address City State Zip Owner Operator/Lessor Telephone Number including Area Code: (_) Owner Operator/Lessor City of Encinitas Business License No.: OWNER OPERATOR/LESSOR WORK ITEMS Bid Item No. Amount of Owner Amount of Work in Amount of Operator/Lessor Bid Bid Item Performed by Contractor's Overhead Item Including Owner Contractor Excluding &Profit in Bid Item Operator Lessor's Overhead&Profit Overhead&Profit $ $ $ $ $ $ con6171 D-7 Explanation Column 1 —Bid Item No. from the bid proposal,pages D-15 through D-16,inclusive. Column 2—The dollar amount of the item to be performed by the Owner Operator/Lessor. Column 3 —The dollar amount of the Contractor's o Column 4—The dollar amour overhead and profit for work done by both the Contractor's and the Subcontractor's forces on the item. Total dollar amount of Columns 2,3,and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages D-15 through D-16, inclusive. con6171 D-8 BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY (To Accompany Proposal) LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS Copies of the latest Annual Report, audited financial statements or Balance Sheets may be submitted under separate cover marked CONFIDENTIAL. Please see enclosed con6171 D-9 BIDDER'S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE (To Accompany Proposal) LEUCADIA DRAINAGE AND SEWER FORCE MAIN RAPROVEMENTS The Bidder is required to state what work of a similar character to that included in the proposed Contract he/she has successfully performed and give references,with telephone numbers,which will enable the City to judge his/her responsibility, experience and skill. An attachment can be used. Date Contract Name&Address of Name&Phone No. Type of Work Amount of Contract Completed the Employer of Person to Contract Please see attached con6171 D-10 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER Riverside Co Fld Ctrl Jurupa Channel,Stage 2 Channel $1,375,172 8-87 Riverside Co Fld 242 Box 1033 Riverside,CA PO Box 1033 Riverside,CA 92502 Riverside,CA 92502 714-787-2015 714-787-2015 Water Fac Authority Pipelines,Sch B&C Pipeline $3,602,391 9-88 J.M.Montgomery 243 1775 Benson Avenue Upland,CA PO Box 7009 Upland,CA 91786 Pasadena,CA 91109 714-981-9454 San Dieguito Wtr Dst Bonding of Joints on Water $ 222,811 8-87 San Dieguito W D 244 59 East D Street Existing 30"High 59 East D Street Encinitas,CA 92024 Pressure Pipeline Encinitas,CA 92024 619-753-1145 Encinitas,CA 619-753-1145 City of Oceanside Vista/Oceanside Upgrade Water $ 237,150 11-87 City of Oceanside 245 300 N.Hill Street Vista,CA 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4867 619-966-4867 County of San Diego Construction of Sewer Sewer $ 108,750 8-87 County of San Diego 246 5555 Overland Avenue Repairs @ Lakeshore Dr 5555 Overland Ave San Diego,CA 92123 &Bypass @ Hahanna San Diego,CA 92123 619-565-5125 Spring Valley,CA 619-565-5125 County of San Diego Flood Control Flood Ctrl $2,682,750 5-88 County of San Diego 247 5555 Overland Avenue Spring Valley,CA 5555 Overland Ave San Diego,CA 92123 San Diego,CA 92123 619-565-5125 619-565-5125 San Dieguito Wtr Dst Oakcrest Tank Water $ 268,775 10-87 San Dieguito W D 248 59 East D Street Abandonment 59 East D Street Encinitas,CA 92024 Encinitas,CA Encinitas,CA 92024 619-753-1145 619-753-1145 Construction Mgmnt Svc Hacienda Drive Flood Ctrl $ 662,323 6-88 Const Mgmnt Svc 249 1010 Turquoise St#301 Vista,CA 1010 Turquoise#301 San Diego,CA 92109 San Diego,CA 92109 619-488-1031 619-488-1031 Weardco Construction Reclamation Fac Pollution Ctrl $ 206,327 7-88 Weardco Const 250 PO Box 1809 Mission Viejo,CA PO Box 1809 Vista,CA 92083 Vista,CA 92083 619-741-7130 619-741-7130 Ten-Ninety,Ltd. Declez Channel Flood Control $7,871,455 6-90 Albert Webb Assoc 251 7072 Garfield Ave &RCB 4505 Allstate Dr Huntington Bch,CA 92648 Fontana,CA Riverside,CA 92501 714-842-5527 714-781-6190 City of San Marcos Mission Rd Impvts Flood Control $3,157,703 2-89 City of San Marcos 252 105 W.Richmar Avenue San Marcos,CA 105 W.Richmar Ave San Marcos,CA 92069 San Marcos,CA 619-744-4020 619-744-4020 City of San Marcos Sewer&Strm Drn Flood Control $ 30,987 12-88 City of San Marcos 252A 105 W.Richmar Avenue San Marcos,CA 105 W.Richmar Ave San Marcos,CA 92069 San Marcos,CA 619-744-4020 619-744-4020 Ham Brothers Sewer&Water Sewer&Water $ 271,686 10-88 Ham Brothers 253 PO Box 848 Tract No.21934-3 PO Box 848 Lakeside,CA 92042 Rancho California Lakeside,CA 92042 619-443-3911 619443-3911 1 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER City of Oceanside Darwin/Guajome Water $ 92,433 10-88 City of Oceanside 254 300 N.Hill Street Waterline 300 N.Hill St. Oceanside,CA 92054 Oceanside,CA Oceanside,CA 92054 619-966-4867 619-966-4867 Fontana HrIg WE Assoc. Baseline Rd&Del Storm Drain $1,721,665 1-89 Albert Webb&Assoc 255 230 Newport Ctr Dr#300 Norte 3788 McCray Street Newport Beach,CA 92660 Fontana,CA Riverside,CA 92506 714-899-2581 714-686-1070 San Bernardino Co Wtrwks 24"Wtr Trans Line Water $ 479,381 3-89 NBS/Lowry 256 14575 Pipeline Avenue in Eucalyptus Ave PO Box 8124 Chino,CA 91710 Chino,CA San Bernardino,CA 714-888-1401 City of Oceanside El Camino/Mesa/Fire Mtn Water $1,639,078 8-90 City of Oceanside 257 300 N.Hill Street Waterline 300 N.Hill St. Oceanside,CA 92054 Oceanside,CA Oceanside,CA 92054 619-966-4867 619-966-4867 LA Co Sanitation Dst Rosamond Outfall/ Sewer $ 683,482 6-89 LA Co San Dst 258 PO Box 4998 Trunk"F"Renovation PO Box 4998 Whittier,CA 90607 Lancaster,CA Whittier,CA 90607 213-685-5217 213-685-5217 City of Ontario SE Ontario Sewer $2,691,748 9-90 Albert Webb&Assoc 259 303 East B Street Interceptor Sewer 4505 Allstate,#106 Ontario,CA 91764 Ontario,CA Riverside,CA 92501 714-986-1151 714-781-6190 Santa Margarita Wtr Dst Contract No.1451 Waterline $1,332,948 1-90 Sta Margarita WD 260 PO Box 2279 Mission Viejo,CA PO Box 2279 Mission Viejo,CA 92690 Mission Viejo,CA 714-582-3236 714-582-3236 The Caryn Company Wardman/Henderson Flood Control $2,714,938 9-90 FWLS 261 3151 Airway Ave J-2 Channels 2500 Redhill Ave Costa Mesa,CA 92626 Rcho Cucamonga,CA Santa Ana,CA 92705 714-432-7260 714-250-1500 City of San Marcos Woodland Pkwy St& Flood Control $3,822,691 8-90 City of San Marcos 262 105 W.Richmar Avenue Drainage Impvts 105 W.Richmar Ave San Marcos,CA 92069 San Marcos,CA San Marcos,CA 619-7444020 619-744-4020 City of Lancaster Ave J Storm Drain Flood Control $1,811,202 10-90 City of Lancaster 263 44933 N.Fern Ave Lancaster,CA 44933 N.Fern Ave Lancaster,CA 93534 Lancaster,CA 93534 805-723-6000 805-723-6000 Ramona Muni Wtr Dst West End Improvements Water Line $ 996,150 7-90 Ramona Muni Wtr Dst 264 PO Box 849 Ramona,CA PO Box 849 Ramona,CA 92065 Ramona,CA 92065 619-789-1330 619-789-1330 City of Oceanside North Bridge Pump Pump Station $ 776,591 1-91 City of Oceanside 265 300 N.Hill Street Station &Pipeline 300 N.Hill St. Oceanside,CA 92054 Oceanside,CA Oceanside,CA 92054 619-966-4867 619-966-4867 City of Palmdale Amargosa Creek Box Flood Control $ 418,625 8-90 City of Palmdale 266 708 E.Palmdale Blvd at 10th St West 708 E Palmdale Blvd Palmdale,CA 93550 Palmdale,CA Palmdale,CA 93550 805-265-8580 805-265-8580 2 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER City of San Marcos Fire Station Grading Street Impvts $ 60,161 9-90 City of San Marcos 267 105 W.Richmar Avenue San Marcos,CA 105 W.Richmar Ave San Marcos,CA 92069 San Marcos,CA 619-744-9240 619-744-9240 Krausz Capistrano Ptrs Nichols Institute Imp Water,Storm $1,031,678 8-90 Rudolph&Sletten 268 651 Gateway Blvd#1010 San Juan Cap,CA Drain,Sewer, PO Box 4637 San Francisco,CA 94080 Reclaimed Water Foster City,CA 714-728-0422 San Diego Co Wtr Auth Sweetwater Bypass Waterline $1,393,420 8-91 San Diego Co WA 269 3211 Fifth Avenue Spring Valley,CA 3211 Fifth Ave San Diego,CA 92103 San Diego,CA 92103 619-297-3218 619-297-3218 Advanced CV Systems ACS Box Culvert Storm Drain $ 608,300 6-91 Rudolph&Sletten 270 26531 Ynez Road Temecula,CA PO Box 4637 Temecula,CA 92390 Foster City,CA 714-694-4500 714-728-0422 Santa Margarita Wtr Dst Antonio Parkway Waterline $1,272,539 6-91 Sta Margarita WD 271 PO Box 2279 Mission Viejo,CA PO Box 2279 Mission Viejo,CA 92690 Mission Viejo,CA 714-582-3236 714-582-3236 Lyon Communities,Inc. Pump House Relocation Sewer $ 31,250 3-91 Lyon Communities 272 550 W.Chase Drive Corona,CA 550 W.Chase Drive Corona,CA 91720 Corona,CA 91720 714-279-2182 714-279-2182 City of Oceanside San Luis Rey WTP Sewer $ 584,794 8-91 Camp Dresser McKee 273 300 N.Hill Street Oceanside,CA 703 Palomar Arpt Rd Oceanside,CA 92054 Carlsbad,CA 92008 619-966-8677 619-438-7755 Santa Margarita Wtr Dst Avenida Pico Wtrmain Water Main $1,072,000 7-91 RBF&Associates 274 PO Box 2279 San Clemente,CA 14725 Alton Pkwy Mission Viejo,CA 92690 Irvine,CA 92713 714-582-3236 714-472-3505 San Diego Co Wtr Auth San Luis Rey River Emergency $ 44,938 5-91 San Diego Co WA 275 3211 Fifth Avenue Protection Protection of 3211 Fifth Ave San Diego,CA 92103 Bonsall,CA 2nd Aqueduct San Diego,CA 92103 619-297-3218 619-297-3218 Birtcher Industry Ptnrs Fullerton Channel Flood Control $2,286,101 2-92 C&C Engineering 276 701 N.Haven Ave#150 &Fullerton Lateral 255 N Hacienda#222 Ontario,CA 91764 City of Industry,CA Industry,CA 714-944-9890 City of San Marcos Twin Oaks Valley Rd/ Flood Control& $7,370,403 2-93 City of San Marcos 277 105 W Richmar Ave Barham Dr Improvements Street Impvts 105 W Richmar Ave San Marcos,CA 92069 San Marcos,CA San Marcos,CA 619-744-9240 619-744-9240 San Diego Co Wtr Auth Emergency Repair Emergency $ 418,855 7-91 San Diego Co WA 278 3211 Fifth Avenue Pomerado Pipeline Waterline 3211 Fifth Ave San Diego,CA 92103 Camp Elliott,CA Repair San Diego,CA 92103 619-297-3218 619-297-3218 City of Oceanside Emergency Repair Sewer $ 112,714 7-91 Camp Dresser McKee 279 300 N.Hill Street 24"Sewer Line 703 Palomar Arpt Rd Oceanside,CA 92054 Oceanside,CA Carlsbad,CA 92008 619-966-8677 619-438-7755 3 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER City of San Diego Emergency Repair Emergency $ 327,001 8-91 City of San Diego 280 1010 Second Ave#100 Miramar Pipeline Repair to 1010 Second Ave San Diego,CA 92101 San Diego,CA Aqueduct San Diego,CA 92101 619-527-7432 619-527-7432 Are De Jong Carlsbad Grading Grading $ 33,282 11-91 Arie De Jong 281 PO Box 947 Carlsbad,CA PO Box 947 Carlsbad,CA 92108 Carlsbad,CA 92108 619-753-9412 619-753-9412 Colich&Sons Mira Loma Commerce Flood Control $ 652,500 12-91 Colich&Sons 282 547 W.140th St Center 547 W 140th St Gardena,CA 90248 Mira Loma,CA Gardena,CA 90248 213-770-2920 213-770-2920 City of Lancaster Amargosa Creek Box Flood Control $ 658,957 3-92 City of Lancaster 283 44933 N Fern Avenue Lancaster,CA 44933 N Fern Ave Lancaster,CA 93534 Lancaster,CA 93534 805-723-6294 805-723-6294 City of San Diego Rehabilitation of Water $391,123 1-93 City of San Diego 284 1010 Second Ave#100 Miramar Pipeline 1010 Second Ave San Diego,CA 92101 San Diego,CA San Diego,CA 92101 619-527-7432 619-527-7432 San Diego Co Wtr Auth Emergency Repair Emergency $ 23,108 2-92 San Diego Co WA 285 3211 Fifth Avenue Rancho Penasquitos Waterline 3211 Fifth Ave San Diego,CA 92103 CA Repair San Diego,CA 92103 619-297-3218 619-297-3218 Hanes&Associates 10th St West Imp Flood Control $ 96,000 3-92 Asphalt Const 92-006 42156 N 10th St W Lancaster,CA PO Box 1187 Lancaster,CA 93534 Lancaster,CA 93534 805-723-0779 805-944-2121 City of Palmdale Amargosa Creek Channel Imp Flood Control $2,092,168 9-92 City of Palmdale 92-012 38300 N.Sierra Hwy Palmdale,CA 38300 N.Sierra Hwy Palmdale,CA 93550 Palmdale,CA 93550 805-273-3162 805-273-3162 Sta Margarita Wtr Dst Zone II Waterline Water $ 74,631 4-92 Sta Margarita WD 92-015 PO Box 2279 Mission Viejo,CA PO Box 2279 Mission Viejo,CA 92690 Mission Viejo,CA 714-582-3204 714-582-3204 Orange Co Flood Control Westminster Channel Flood Control $2,759,837 5-93 Orange Co Fld Ctrl 92028 PO Box 4048 Westminster/Garden PO Box 4048 Santa Ana,CA 92702 Grove,CA Santa Ana,CA 92702 714-567-7832 714-567-7832 Golden Eagle Ins Cc Jurupa Ave Storm Drain Flood Control $1,699,652 2-93 City of Fontana 92042 7175 Navajo Road Fontana,CA 8353 Sierra Avenue San Diego,CA 92119 Fontana,CA 92335 619-463-5800 714-350-7600 Mission Viejo Company Aliso Creek Headworks Flood Control $ 907,700 1-93 Nolte&Assoc. 92049 26137 La Paz Road Laguna Niguel,CA 24741 Chrisanta Dr Mission Viejo,CA 92691 Mission Viejo,CA 92691 714-837-6050 City of Oceanside 42"Tunnel Sewer Main Tunnel $1,495,560 5-93 City of Oceanside 92058 300 N.Hill Street Oceanside,CA 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 4 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER San Diego Co Wtr Auth Helix Pipeline Water $2,749,350 9-93 San Diego Co Wtr Auth 92071 610 W.Fifth Avenue San Diego,CA 610 W.Fifth Avenue Escondido,CA 92025 Escondido,CA 92025 619-480-1991 619480-1991 County of San Diego Spring Vly Crk Drainage Flood Control $ 816,789 11-93 County of San Diego 92072 5555 Overland Avenue Spring Valley,CA 5555 Overland Avenue San Diego,CA 92123 San Diego,CA 92123 619-694-2923 619-694-2923 S.Bubalo Construction Oak Street Drain Flood Control $ 900,640 11-93 S.Bubalo Construction 92073 PO Box 1048 Corona,CA PO Box 1048 Monrovia,CA 91017 Monrovia,CA 91017 818-574-7570 818-574-7570 San Diego Co Wtr Auth San Luis Rey River Flood Control $ 450,000 2-93 SD Co Wtr Authority 93015 3211 Fifth Avenue Emergency Protection Storm Damage 3211 Fifth Avenue San Diego,CA 92130 Bonsall,CA San Diego,CA 92130 619-297-3218 619-297-3218 City of Oceanside Osborne St Repair Flood Control $ 60,775 2-93 City of Oceanside 93016 300 N.Hill Street Oceanside,CA Storm Damage 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 County of San Diego Escondido Drain Repair Flood Control $ 37,380 2-93 County of San Diego 93017 5555 Overland Avenue Escondido,CA Storm Damage 5555 Overland Avenue San Diego,CA 92123 San Diego,CA 92123 619-694-2923 619-694-2923 Mission Viejo Company Aliso Creek Repairs Flood Control $ 145,677 2-93 Mission Viejo Company 93018 26137 La Paz Road Laguna Niguel,CA Storm Damage 26137 La Paz Road Mission Viejo,CA 92691 Mission Viejo,CA 92691 714-837-6050 714-837-6050 Dept of Navy Emergency Waterline Water $ 219,050 2-93 Dept of Navy 93019 PO Box 209 Camp Pendleton,CA Storm Damage PO Box 209 Oceanside,CA 92065 Oceanside,CA 92065 Orange County EMA Bryan Ave Bridge Repair Concrete $ 79,880 2-93 Orange County EMA 93020 PO Box 4048 Irvine,CA Storm Damage PO Box 4048 Santa Ana,CA 92702 Santa Ana,CA 92702 714-567-7832 714-567-7832 City of Oceanside N.River Rd.Sewer Repair Sewer $ 36,317 2-93 City of Oceanside 93021 300 N.Hill Street Oceanside,CA Storm Damage 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 Rainbow Mun Wtr Dst N.Lilac Rd.Sewer Repair Sewer $ 32,554 2-93 Rainbow Mun Wtr Dst 93022 PO Box 2500 Bonsall,CA Storm Damage PO Box 2500 Fallbrook,CA 92088 Fallbrook,CA 92088 619-728-1178 619-728-1178 City of Oceanside N.River Rd.Wtr Repair Water $ 5,396 2-93 City of Oceanside 93023 300 N.Hill Street Oceanside,CA Storm Damage 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 Yuima Mun Wtr Dst Emergency Repair Sewer $ 54,488 2-93 Yuima Mun Wtr Dst 93024 PO Box 177 Pauma Valley,CA Storm Damage PO Box 177 Pauma Vly,CA 92061 Pauma Vly,CA 92061 619-742-3704 619-742-3704 5 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER City of Oceanside Lake Blvd Emergency Rpr Sewer $ 12,200 2-93 City of Oceanside 93025 300 N.Hill Street Oceanside,CA Storm Damage 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 Granite Construction San Marcos Town Centre Flood Control $1,024,112 8-94 City of San Marcos 93026 PO Box 232406 San Marcos,CA 201 Mate Way San Diego,CA 92193 San Marcos,CA 92069 619-464-8995 619-752-7550 Mission Viejo Company Aliso Creek Additional Repairs Flood Control $ 12,871 3-93 Mission Viejo Company 93028 26137 La Paz Road Laguna Niguel,CA Storm Damage 26137 La Paz Road Mission Viejo,CA 92691 Mission Viejo,CA 92691 714-837-6050 714-837-6050 Yuima Mun Wtr Dst Emergency Repair Sewer $ 17,700 3-93 Yuima Mun Wtr Dst 93029 PO Box 177 Cole Grade Road Storm Damage PO Box 177 Pauma Vly,CA 92061 Pauma Valley,CA Pauma Vly,CA 92061 619-742-3704 619-742-3704 County of San Diego St.George St.Drainage Imp Flood Control $ 719,059 11-93 County of San Diego 93030 5555 Overland Avenue San Diego,CA 5555 Overland Avenue San Diego,CA 92123 San Diego,CA 92123 619-694-2923 619-694-2923 Granite Construction Co. De Luz Emergency Project Flood Control $ 116,400 3-93 Granite Construction Co. 93031 PO Box 232406 De Luz,CA Storm Damage PO Box 232406 San Diego,CA 92193 San Diego,CA 92193 619-464-8995 619-464-8995 City of Oceanside Arthur St Emergency Rpr Sewer $ 5,100 4-93 City of Oceanside 93032 300 N.Hill Street Oceanside,CA Storm Damage 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 City of Oceanside N.River Rd Emergency Rpr Sewer $ 6,393 4-93 City of Oceanside 93033 300 N.Hill Street Oceanside,CA Storm Damage 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 Rainbow Mun Wtr Dst Emergency Repair of Hwy 76 Sewer $ 72,658 5-93 Rainbow Mun Wtr Dst 93066 PO Box 2500 Crossing of San Luis Rey River Storm Damage PO Box 2500 Fallbrook,CA 92088 Bonsall,CA Fallbrook,CA 92088 619-728-1178 619-728-1178 The Baldwin Company 30"Waterline in Sorrento Water $ 1,015,000 12-93 Wilson Engineering 93080 11975 El Camino Real,#200 Valley Road 703 Palomar Apt Rd,300 San Diego,CA 92130 San Diego,CA Carlsbad,CA 92009 760-438-4422 Cornerstone Builders CB Institutional Manhole Sewer $ 31,300 10-93 93096 2398 San Diego Avenue San Diego,CA San Diego,CA 92110 619-542-0086 Centex Homes Prima Deshecha Canada Flood Control $1,320,183 12-93 93108 2280 Wardlow Circle,Ste 150 Channel,Phase I Corona,CA 91720 San Clemente,CA 909-279-4000 Centex Homes Prima Deshecha Canada Flood Control $4,199,000 9-94 93109 2280 Wardlow Circle,Ste 150 Channel,Phase II Corona,CA 91720 San Clemente,CA 909-279-4000 6 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER Buena Sanitation Dst Sampling Manhole Sewer $ 17,800 9-93 Buena Sanitation Dst 93114 600 Eucalyptus Avenue Carlsbad,CA 600 Eucalyptus Avenue Vista,CA 92083 Vista,CA 92083 619-565-5657 619-565-5657 City of San Clemente 317/405 Cazador Lane Flood Control $ 141,289 7-94 City of San Clemente 93128 100 Avenida Presidio San Clemente,CA 100 Avenida Presidio San Clemente,CA San Clemente,CA 714-361-8322 714-361-8322 City of San Clemente 412 Arenoso Lane Flood Control $ 142,100 7-94 City of San Clemente 93130 100 Avenida Presidio San Clemente,CA 100 Avenida Presidio San Clemente,CA San Clemente,CA 714-361-8322 714-361-8322 Sta Margarita Wtr Dst Oso Creek Trunk Swr Microtunnel $ 988,173 2-94 Sta Margarita WD 93134 PO Box 2279 Mission Viejo,CA PO Box 2279 Mission Viejo,CA 92690 Mission Viejo,CA 714-582-3204 714-582-3204 San Diego Co Wtr Auth 96"Pipeline Repair Water $ 23,200 11-93 San Diego Co Wtr Auth 93147 610 W.Fifth Avenue near Del Dios Hwy 610 W.Fifth Avenue Escondido,CA 92025 San Diego,CA Escondido,CA 92025 619-480-1991 619-480-1991 City of Oceanside Roymar Sewer Lift Station Sewer $1,480,000 7-95 City of Oceanside 94001 300 N.Hill Street Oceanside,CA 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 City of Oceanside El Camino Sewer Upgrade Sewer $ 716,000 7-94 City of Oceanside 94002 300 N.Hill Street Oceanside,CA 300 N.Hill Street Oceanside,CA 92054 Oceanside,CA 92054 619-966-4460 619-966-4460 San Diego Co Wtr Auth Casa Mira View Lot#4 Sewer $ 48,915 2-94 San Diego Co Wtr Auth 94003 3211 Fifth Avenue Sewer Lateral 3211 Fifth Avenue San Diego,CA 92103 San Diego,CA San Diego,CA 92103 619-297-3218 619-297-3218 Ctrl Contra Costa San Dst 1-680/SR-24 Sewer Microtunnel $ 851,816 11-94 John Carollo Engineers 94022 5019 Imhoff Place Relocations 450 N.Wiget Lane Martinez,CA 94553 Pleasant Hill,CA Walnut Creek,CA 94598 510-689-3890 510-932-1710 City of Palos Verdes Estates Construction of Storm Drain: Flood Control $1,635,000 7-95 City of Palos Verdes Est. 94051 340 Palos Verdes Drive West #9&MTD 1457 340 Palos Verdes Dr.W Palos Verdes Estates,CA 90274 Palos Verdes Estates,CA Palos Verdes,CA 90274 310-378-0383 310-378-0383 City of San Clemente 427 Avenida Arlena Storm Drain Flood Control $ 92,710 2-95 City of San Clemente 94058 100 Avenida Presidio San Clemente,CA 100 Avenida Presidio San Clemente,CA 92672 San Clemente,CA92672 714-361-8322 714-361-8322 Filanc Construction Co.,Inc. Badger Filtration Plant Water $ 108,986 2-95 John Powell 94067 4616 North Avenue Rancho Santa Fe,CA 175 Calle Magdalena Oceanside,CA 92054 Encinitas,CA 92024 619-941-7130 760-753-1120 Chilcote,Inc. Carlsbad Lift Station Sewer $ 251,500 10-95 Wilson Engineering 94070 2160 Fletcher Parkway Carlsbad,CA 703 Palomar Arpt Rd. El Cajon,CA 92020 619-448-9550 Carlsbad, 92009 760-438-44242 2 7 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER Ventura County Flood Control District Santa Clara Drain-Unit 1 B Flood Control $1,554,000 7-95 Ventura County Flood 94078 800 South Victoria Avenue Camarillo,CA 800 S Victoria Ave Ventura,CA 93009 Ventura,CA 93009 805-654-2409 805-654-2409 Rancho Sta Fe CSD Hacienda Santa Fe/Rancho Sewer $1,999,190 11-95 Dudek&Associates 94107 605 Third Street Del Rio AD 92-1 Sewer Line 605 Third Street Encinitas,CA 92024 Rancho Santa Fe,CA Encinitas,CA 92024 619-942-5147 619-942-5147 LA County Sanitation Dst Lancaster Wtr Reclamation Plant Treatment Plant $7,099,000 6-97 LA County Sanitation Dst 94109 1955 Workman Mill Road Lancaster,CA 1955 Workman Mill Road Whittier,CA 90601 Whittier,CA 90601 213-699-7411 213-699-7411 Cawelo Water District CWD/TEPI-BPD Pipeline Water $ 3,543,000 4-96 R.L.Schafer&Assoc 95001 17207 Industrial Farm Rd. Bakersfield,CA PO Box 1388 Bakersfield,CA 93308 Porterville,CA 93258 805-393-6072 209-393-6072 Santa Margarita Wtr Dst Oso Creek Trunk Swr Relocation Sewer $ 980,000 4-95 RBF&Associates 95008 PO Box 2279 Mission Viejo,CA 14725 Alton Pkwy Mission Viejo,CA 92690 Irvine,CA 92713 714-582-3236 714-472-3505 City of Lancaster AD 93-3 Drainage&Street Flood Control $3,477,057 11-95 City of Lancaster 95041 44933 N.Fern Avenue Improvements 44933 N.Fern Avenue Lancaster,CA 93534 Lancaster,CA 93534 805-723-6040 805-723-6040 Hood Corporation Pipeline 2000 Microtunneling $ 782,800 10-95 SDG&E 95060 PO Box 4368 Spring Valley,CA 101 Ash Street Whittier,CA 90607 San Diego,CA 92112 619-421-2313 619-696-2000 Newhall Land&Farming Co. Valencia Marketplace Storm Drain $2,938,807 11-96 Riley/PearlmanCo. 95069 23823 Valencia Blvd Valencia,CA 11640 SanVicente Blvd Valencia,CA 91355 Los Angeles,CA 90049 805-255-4000 805-222-7290 Central Coast Wtr Authority Mission Hills&Santa Ynez Microtunneling $4,565,000 5-96 CH2M Hill 95070 225 Industrial Way Aqueduct Extensions- &3 Caissons 2510 Red Hill Ave,Ste A Buellton,CA 93427 Microtunnels Santa Ana,CA 92705 805-688-2292 Buellton,CA 805-688-2292 Ritter Ranch Company Sanitary Sewer-CFD-93-1 Sewer $1,195,151 3-96 Brockmeier Cons.Eng. 95800 6300 Elizabeth Lake Rd Palmdale,CA 1304 Olympic Blvd Palmdale,CA 93550 Santa Monica,CA 90404 805-270-9562 213-450-2879 Ritter Ranch Company Sanitary Sewer Sewer $ 754,997 3-96 Brockmeier Cons.Eng. 95801 6300 Elizabeth Lake Rd Planning Area 5 1304 Olympic Blvd Palmdale,CA 93550 Palmdale,CA Santa Monica,CA 90404 805-270-9562 213-450-2879 City of San Diego,MWWD Reclaimed Water Pipeline Reclaimed Wtr $12,070,000 9-97 Sverdrup/Kaiser 96005 600 B Street,Ste 500 San Diego,CA 9192 Topaz Way San Diego,CA 92101 San Diego,CA 92123 619-236-6000 619-654-4215 Valencia Company Hasley Cyn Strm Drain Storm Drain $ 597,549 11-96 96034 23823 Valencia Blvd Santa Clarita,CA Valencia,CA 91355 805-255-4000 G:\USERS\B ECKY\RAW\DOCS\PROJ ECTS.DOC 8 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER Valencia Company Hasley CynTrunk Sewer Sewer $ 556,682 11-96 96042 23823 Valencia Blvd Santa Clarita,CA Valencia,CA 91355 805-255-4000 Santa Margarita Wtr Dst Oso Creek Trunk Swr Relocation Sewer $ 244,072 10-96 Teledyne Engineering,lnc. 96048 PO Box 2279 Mission Viejo,CA 21451 Montbury Drive Mission Viejo,CA 92690 El Toro,CA 92630 714-459-6600 714-855-2258 FCI Constructors MVW LRT Ext. Sewer $ 377,220 11-96 Sverdrup/Kaiser 96057 12707 High Bluff Drive Sewer Tie-In 9192 Topaz Way San Diego,CA 92130 San Diego,CA San Diego,CA 92123 619-481-6900 619-654-4215 Don Hubbard Contracting Rancho Carrillo Flood Control $ 328,542 11-97 96076 PO Box 577 Drainage Impvts Encinitas,CA 92024 Carlsbad,CA 760-753-1137 City of Los Angeles Lake St&Rampart Blvd Sewer $7,989,578 9-98 City of Los Angeles 96700 200 N.Spring St. Interceptor Sewer Microtunneling 200 N.Spring St. Los Angeles,CA 90012 Los Angeles,CA Los Angeles,CA 90012 213-847-6480 213-847-6480 SD Co.Wtr Authority Emergency Repair Water $ 109,808 4-96 SD Co.Wtr Authority 96911 3211 Fifth Avenue Pipeline 4 3211 Fifth Avenue San Diego,CA 92103 Bonsall,CA San Diego,CA 92103 619-297-3218 619-297-3218 F.H.Paschen Emergency Rpr Sewer $ 38,000 9-96 City ofSanDiego,MWWD 96916 1717 Kettner Blvd,Ste 125 Wtr Main&Install Water 600 B St.,Ste 500 San Diego,CA 92101 Swr Line San Diego,CA 92101 619-238-2353 San Diego,CA 619-236-6000 Irvine Ranch Water Dst So Irvine Regional Sewer Sewer $1,867,978 1-98 IWA Engineers 97003 PO Box 57000 Irvine,CA 600 City Pkwy W. Irvine,CA 92718 Orange CA 92868 714-453-5585 714-456-0166 City of San Diego Colony Hill Water Main Water $1,080,825 3-98 City of San Diego 97052 600 AB-Street &Slope Repair 600 AB-Street SanDiego,CA 92101 La Jolla,CA San Diego,CA 92101 619-533-5109 619-533-5109 Padre Dam MWD Prospect Ave&Gillespie Field Sewer $1,067,988 7-98 Padre Dam MWD 97054 PO Box 719003 Sanitary Sewer PO Box 719003 Santee,CA 92072 El Cajon&Santee,CA Santee,CA 92072 619-448-3111 619-448-3111 Santa Margarita Wtr Dst Oso Creek Sewer Relocation Sewer $ 230,966 1-98 Teledine Engineering 97057 26111 Antonio Parkway Phase II 21451 Montbury Drive Las Flores,CA 92688 Mission Viejo,CA Lake Forest,CA 92630 714-459-6504 714-855-2258 DPR Construction,Inc. Otay Mesa Medical Bldg Sewer,Water, $ 491,241 8-98 The Stichler Design Grp 97061 6333 Greenwich Dr,#170 San Diego,CA Storm Drain 9655 Granite Rdg Dr#400 San Diego,CA 92122 San Diego,CA 92123 619-597-7070 J.Flores Construction I-St Corridor Sewer Replacement Microtunneling $ 496,770 10-97 Montgomer Watson. 97326 1447-39th Avenue Union City,CA 777Campus Commons Oakland,CA 94601 Sacramento,CA 95825 510-532-8380 916-924-8844 Biltmore Construction Corp. Rancho San Diego Town Center Storm Drain $ 900,000 6-98 97375 726 W.Angus Avenue,#3 San Diego,CA Orange,CA 92668 714-744-3900 G:I USERS IBECKYIRAW\DOCSIPROJECTS.DOC 9 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER Orange County Fld Ctrl Dst Phase 11 of Galivan Retarding Flood Control $6,566,820 1-00 Orange Co Fid Ctrl Dst 98002 PO Box 4048 Basin&Oso Creek Channel PO Box 4048 Santa Ana,CA 92702 Laguna Niguel,CA Santa Ana,CA 92702 714-567-7800 714-567-7800 Capistrano Vly Wtr Dst Eastern Transmission Main Water $ 191,310 12-99 ASL Consulting Engineers 98015 32450 Paseo Adelanto Mission Viejo/Laguna Niguel One Jennifer St,Ste 200 San Juan Cap,CA 92675 Irvine,CA 92618 State of CA,Dept of Trans. Balboa Avenue Sinkhole Flood Control $4,238,391 5-98 State of CA,Dept of Trans 98025 2829 Juan Street Contract No.11-400404 2829 Juan Street San Diego,CA 92110 San Diego,CA San Diego,CA 92110 619-440-0762 619-440-0762 State of CA,Dept of Trans. Hwy 78 Sinkhole Flood Control $1,511,000 5-98 State of CA,Dept of Trans 98027 2829 Juan Street Contract No.11-400604 2829 Juan Street San Diego,CA 92110 Carlsbad,CA San Diego,CA 92110 760-727-1537 760-727-1537 Irvine Ranch Wtr Dst Peters Cyn Trunk Swr Sewer $3,198,540 11-98 IWA Engineers 98032 PO Box 57000 irvine,CA 600 City Pkwy W,Ste 300 Irvine,CA 92619 Orange,CA 92888 714-453-5555 714-456-0168 City of Laguna Hills Laguna Hills Community Ctr. Flood Control $ 926,570 10-99 C.W.Poss,Inc. 98042 25201 Paseo de Alicia,#150 Laguna Hills,CA 201 S.Balcom Avenue Laguna Hills,CA 92653 Fullerton,CA 92832 714-871-9900 City of San Diego San Diego Conv.Ctr.Exp. Water $1,880,000 12-99 Golden Turner 98079 600 Convention Way Wtr Distribution System 600 Convention Way San Diego,CA 92101 San Diego,CA San Diego,CA 92101 562-599-5481 City of San Diego South San Diego Pipeline Water $1,868,290 6-99 Wilson Engineering 98081 600 B Street,Ste 700 San Diego,CA 703 Palomar Arpt Rd San Diego,CA 92101 Carlsbad,CA 92009 760438-4422 Port of Long Beach Ocean Blvd Strm Drn Microtunneling $1,710,500 3-99 Bali Construction,Inc. 98200 925 Harbor Plaza Long Beach,CA PO Box 3095 Long Beach,CA 90802 S.El Monte,CA 91733 626-442-8003 The Eastlake Co.,LLC Olympic Pkwy. Flood Control $ 169,212 4-99 Signs&Pinnick,Inc. 98220 900 Lane Ave,Ste 100 Chula Vista,CA PO Box 945 Chula Vista,CA 91914 El Cajon,CA 92022 619-579-8333 City of San Diego San Diego Conv Ctr Exp Flood Control $1,610,000 12-99 Golden Turner 98222 600 Convention Way Box Culvert 600 Convention Way San Diego,CA 92101 San Diego,CA San Diego,CA 92101 562-599-5481 Otay Water District Otay Mesa Inter-Connection Microtunneling $3,463,314 12-00 RBF&Associates 98232 2554 Sweetwater Springs Blvd Pipeline 9755 Clairemont Mesa Spring Valley,CA 91977 Chula Vista,CA San Diego,CA 92101 619-614-5000 City of Sacramento Sump 2 Impvts. Microtunneling $ 574,600 8-98 Montgomery Watson. 98500 5770 Freeport Blvd,#100 Sacramento,CA 777 Campus Commons Sacramento,CA 95822 Sacramento,CA 95825 916-924-8844 City of Stockton Southern Ind Trunk Sewer Microtunneling $ 580,880 5-99 Montgomery Watson. 98501 2500 Navy Drive Stockton,CA 777 Campus Commons Stockton,CA 95206 Sacramento,CA 95825 916-924-8844 G:I USERS\8ECKYIRAIMDOCSIPROJECTS.DOC 10 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER City of San Diego San Diego Conv.Ctr.Exp. Flood Control $1,230,000 12-99 Golden Turner 98510 600 Convention Way Phase ll,Lowering Harbor Dr. 600 Convention Way San Diego,CA 92101 Box Culvert San Diego,CA 92101 San Diego,CA 562-599-5481 Mission Trails LLC Mission Trails Industrial Pk Sewer $ 984,656 10-99 DPR Construction,Inc. 98709 80817 1h St,NW San Diego,CA 6333 Greenwich Dr Washington,DC 20006 San Diego,CA 92122 619-597-7070 State of California Emergency Culvert Repair Flood Control $1,942,840 3-99 State of California 99004 Dept of Transportation San Diego,CA Dept of Transportation PO Box 942874 3480 Alta View Drive Sacramento,CA 94274 San Diego,CA 92139 619-267-7100 Capistrano USD Tesoro High School RCB Flood Control $1,025,000 4-00 C.W.Poss,Inc. 99009 32972 Calle Perfecto Rcho Sta Margarita,CA 201 S.Balcom Avenue San Juan Capistrano,CA 92675 Fullerton,CA 92832 714-871-9900 Otay Water District Otay Mesa Inter-Connection Microtunneling $1,575,500 12-00 RBF&Associates 99022 2554 Sweetwater Springs Blvd Pipeline,Bid Pkg B 9755 Clairemont Mesa Spring Valley,CA 91977 Tunnels San Diego,CA 92101 Chula Vista,CA 619-614-5000 Otay Water District Otay Mesa Inter-Connection Water $ 377,871 12-00 RBF&Associates 99023 2554 Sweetwater Springs Blvd Pipeline,Bid Pkg E 9755 Clairemont Mesa Spring Valley,CA 91977 Pipeline San Diego,CA 92101 Chula Vista,CA 619-614-5000 Otay Water District Otay Mesa Inter-Connection Water $ 575,400 12-00 RBF&Associates 99025 2554 Sweetwater Springs Blvd Pipeline,Bid Pkg G 9755 Clairemont Mesa Spring Valley,CA 91977 Valve Vaults San Diego,CA 92101 Chula Vista,CA 619-614-5000 Otay Water District Otay Mesa Inter-Connection Water $ 112,900 12-00 RBF&Associates 99032 2554 Sweetwater Springs Blvd Pipeline,Bid Pkg F 9755 Clairemont Mesa Spring Valley,CA 91977 Valve Vaults San Diego,CA 92101 Chula Vista,CA 619-614-5000 Kiewit Pacific Bajamont Way Membrane Microtunneling $3,845,000 1-01 Montgomery Watson 99038 5000 Marsh Drive Filtration Plant &2 Caissons 777 CampusCommons,250 Concord,CA 94520 Rancho Cordova,CA Sacramento,CA 95825 925-686-3030 916-924-8844 Castaic Lake Water Agency Newhall Parallel Water $1,382,700 1-00 Kennedy/Jenks 99041 27234 Bouquet Canyon Road Santa Clarita,CA 1000 Hill Rd,#200 Santa Clarita,CA 91350 Ventura,CA 93003 805-297-1600 805-658-0607 Capistrano USD Tesoro High School Swr&Wtr Sewer&Water $ 620,500 4-00 C.W.Poss,Inc. 99043 32972 Calle Perfecto Rcho Sta Margarita,CA 201 S.Balcom Avenue San Juan Capistrano,CA 92675 Fullerton,CA 92832 714-871-9900 City of San Diego South San Diego Pipeline#2 Water $ 847,240 12-00 Wilson Engineering 99061 600 B Street,Ste 700 Segments P&Q 703 Palomar Arpt Rd San Diego,CA 92101 San Diego,CA Carlsbad,CA 92009 760-438-4422 G:I USERS IBECKYIRAWIDOCSIPROJECTS.DOC 11 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER City of San Diego South San Diego Pipeline#2 Water $1,631,122 Wilson Engineering 99063 600 B Street,Ste 700 Reservoir Piping 703 Palomar Arpt Rd San Diego,CA 92101 San Diego,CA Carlsbad,CA 92009 760-438-4422 Castaic Lake Water Agency Earl Schmidt Filtration Plant Water $2,245,000 7-00 Black&Veatch 99067 27234 Bouquet Canyon Road Santa Clarita,CA 1918 Main St,E250 Santa Clarita,CA 91350 Santa Monica,CA 90405 805-297-1600 949-788-4233 Porter Ranch Development Co. Tract 50512-01 Flood Control $2,100,000 7-00 Shapell Industries,Inc. 99070 8383 Wilshire Blvd,#700 Los Angeles,CA 8383 Wilshire Blvd,#700 Beverly Hills,CA 90211 Beverly Hills,CA 90211 323-655-7330 Olivenhain MWD Unit G/N Facilities Relocation Water $ 855,000 12-00 Daniel Boyle Engineering 99078 1966 Olivenhain Rd Phase 1 7807 Convoy Ct,Ste 200 Encinitas,CA 92024 Encinitas,CA San Diego,CA 92111 760-753-6466 858-268-8080 Otay Water District Otay Mesa Inter-Connection Water $ 263,400 12-00 RBF&Associates 99084 2554 Sweetwater Springs Blvd Pipeline,Bid Pkg H 9755 Clairemont Mesa Spring Valley,CA 91977 Pipelines San Diego,CA 92101 Chula Vista,CA 619-614-5000 City of San Diego South San Diego Pipeline#2 Water $1,400,000 12-00 Wilson Engineering 99087 600 B Street,Ste 700 Segments C-1&C-2 703 Palomar Arpt Rd San Diego,CA 92101 San Diego,CA Carlsbad,CA 92009 760-438-4422 City of Solana Beach San Elijo Inverted Sewer Sewer $1,220,300 8-00 ASL Consulting Eng. 99088 635 S.Hwy 101 Siphon 10815 Rcho Brndo Rd Solana Beach,CA 92075 Solana Bch/Encinitas,CA San Diego,CA 92127 858-720-2474 619-673-5505 Kaiser Foundation Health Plan Kaiser Medical Office Bldg Sewer,Water,& $ 356,460 4-00 DPR Construction 99112 10992 San Diego Mission Rd San Marcos,CA Storm Drain 6333 Greenwich Dr,Ste170 San Diego,CA 92108 San Diego,CA 92122 619-597-7070 Calleguas MWD Calleguas Conduit N.Branch Sewer $1,418,000 4-00 Camp Dresser McKee 99300 2100 Olsen Road PCCP Rehab 27234 Bouquet Cyn Rd Thousand Oaks,CA 91360 Simi Valley,CA Sta Clarita,CA 91350 805-526-9323 805-371-7700 Excel Paving Compnany Underground Utilities @ Microtunneling $ 686,600 12-00 Los Angeles World Airports 007 2230 Lemon Avenue Century Cargo Complex 7301 World Way West Long Beach,CA 90806 Los Angeles,CA Los Angeles,CA 90045 562-599-5841 Pardee Construction Pressure Reducing Station Water $ 425,301 12-00 104 10880 Wilshire Blvd,#1900 &Appurtenant Structures Los Angeles,CA 90024 San Diego,CA Castaic Lake Water Agency Castaic Conduit Relocation Water $ 565,000 7-00 Kennedy/Jenks 106 27234 Bouquet Cyn Rd Newhall Ranch&Rye Cyn Rd 1000 Hill Rd,#200 Sta Clarita,CA 91350 Valencia,CA Ventura,CA 93003 661-297-1600 805-658-0607 G:\USERS\BECKY\RAW\DOCS\PROJECTS.DOC 12 VADNAIS CORPORATION 9164 Rehco Road San Diego,CA 92121 858-550-1460 JOB WORK CONTRACT COMP NO PROJECT OWNER NAME&LOCATION INVOLVED AMOUNT DATE PROJECT ENGINEER Sta Fe Irrigation Dst Unit S2 Del Dios Hwy Water $ 428,457 110 PO Box 409 Rancho Sta Fe,CA Rancho Sta Fe,CA 92067 858-756-2424 UCSD Utility Tunnel& Microtunneling $2,310,000 3-01 UCSD 112 9500 Gilman Drive Underground Structures 9500 Gilman Drive La Jolla,CA 92093 La Jolla,CA La Jolla,CA 92093 858-534-2177 858-534-2177 Sta Fe Valley 3,LLC Crosby Estate at Sewer $1,162,000 117 PO Box 8095 Rcho Sta Fe Rancho Sta Fe,CA 92067 Rcho Sta Fe,CA 858-759-1774 City of Sacramento American River Crossing Microtunneling, $7,190,000 2-01 CI-12M Hill 120 1395-35"Avenue Sacramento,CA 2 Caissons& 2485 Natomas Pk Dr#600 Sacramento,CA 95822 Pipeline Sacramento,CA 95833 916-264-1400 916-920-0300 The Irvine Company Marshburn Channel Flood Control $1,645,000 12-00 Douglas&Associates 124 550 Newport Ctr Dr. Irvine,CA 2605 Westminster PI. Newport Bch,CA 92658 Costa Mesa,CA 92627 949-645-3796 City of Folsom Natoma-Raw Water Water $2,748,600 130 50 Natoma Street Pipeline,Phase B Folsom,CA 95630 Folsom,CA 916-355-7272 Pala Band of Mission Indians Pala Indian Casino Sewer&Water $ 547,064 05-01 DPR Construction 140 c/o Anchor Pala Dev.,LLC Pala,CA 6333 Greenwich Dr,#170 12194 Pala Mission Road San Diego,CA 92122 Pala,CA 92059 858-597-7070 Santa Fe Valley 2,LLC Santa Fe Valley Storage Tank Sewer $ 478,500 149 PO Box 8095 &Access Road Rancho Sta Fe,CA 92067 Rancho Sta Fe,CA 858-759-1774 Santa Fe Valley 3,LLC Santa Fe Valley Sewer Sewer $ 627,500 159 PO Box 8095 Units 3,7,8,9&14 Rancho Sta Fe,CA 92067 Rancho Sta Fe,CA 858-759-1774 Vallejo Sanitation&Fld Ctrl CA Meadows/SR 37/ Microtunneling $1,295,065 Steve P.Rados,Inc. 300 450 Ryder Street SR 29 Sanitary Sewer PO Box 15128 Vallejo,CA 94590 Vallejo,CA Santa Ana,CA 92735 714-835-4612 Calleguas MWD Calleguas Conduit N.Branch Sewer $3,673,000 Camp Dresser McKee 301 2100 Olsen Road Units 3,3A&4 27234 Bouquet Cyn Rd Thousand Oaks,CA 91360 Simi Valley,CA Sta Clarita,CA 91350 805-526-9324 805-371-7700 Irvine Community Development Co. Crystal Cove Storm Drain& $1,614,045 Hunsaker&Assoc. 1121 550 Newport Center Drive Irvine,CA Pump Station Three Hughes Newport Beach,CA 92658 Irvine,CA 92618 949-720-2447 949-583-1010 G:I USERSIBECKYIRAW IDOCSIPROJECTS.DOC 13 BIDDER'S CERTIFICATE OF INSURANCE FOR GENERAL LIABILITY,EMPLOYER'S LIABILITY,AUTOMOTIVE LIABILITY AND WORKER'S COMPENSATION (To Accompany Proposal) LEUCADIA DRAINAGE AND SEWER FORCE MAIN IlvIPROVEMENTS As a required part of the Bidder's proposal the Bidder must attach either of the following to this page. 1. Certificates of insurance showing conformance with the requirements herein for: Comprehensive General Liability Automobile Liability Workers Compensation Employer's Liability 2. Statement with an insurance carrier's notarized signature stating that the carrier can, and upon payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for Comprehensive General Liability, Automobile Liability, Workers Compensation, and Employer's Liability in conformance with the requirements herein and Certificates of Insurance to the Agency showing conformance with the requirements herein. All certificates of insurance and statements of willingness to issue insurance for auto policies offered to meet the specification of this contract must: (1) Meet the conditions stated in the Notice Inviting Bids, the Standard Specifications for Public Works Construction and the Special Provisions for this project for each insurance company that the Contractor proposes. (2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non- owned,or hired,and whether scheduled or non-scheduled. The auto insurance certificate must state the coverage is for"any auto"and cannot be limited in any manner. con6171 D-11 A-0 RD CERTIFICATE OF LIABILITY INSURANCE MG DATE(MM/DD/YY) NAI1 08/28/01 PwjbUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION The Wooditch Company Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Services, Inc. HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 1 Park Plaza, #400 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Irvine CA 92614 INSURERS AFFORDING COVERAGE Phone: 949-553-9800 Fax:949-553-0670 INSURED INSURER A: St. Paul Fire and Marine INSURER B: Vadnais Corporation INSURER C: 9164 Rehco !Load INSURER D: San Diego CA 92121 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY EFFECTIVE POLICY EXPIRATION ILTR TYPE OF INSURANCE POLICY NUMBER DATE MWDD DATE MM/DD LIMITS GENERAL LIABILITY I EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY KKO8301499 02/01/01 02/01/02 FIRE DAMAGE(Any one fire) $100,000 CLAIMS MADE ❑X OCCUR MED EXP(Any one person) $ 5,000 PERSONAL 6 ADV INJURY $2,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 ^� POLICY i X PE O LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT A ANY AUTO KK08301499 02/01/01 02/01/02 (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ �-{; SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY (Per accident) $ $1� NON-OWNED AUTOS PROPERTY DAMAGE $ I (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ EA ANY AUTO OTHER THAN ANY $ AUTO ONLY: AGG $ 1 EXCESS LIABILITY EACH OCCURRENCE $10, 0 0 0,0 0 0 A " OCCUR FI CLAIMSMADE KKO8301499 02/01/01 02/01/02 AGGREGATE $10, 000,000 $ DEDUCTIBLE $ RETENTION $ $7--TOTFr WORKERS COMPENSATION AND 1XIMMS1 JER A EMPLOYERS'LIABILITY WVK8300556 02/01/01 02/01/02 E.L.EACH ACCIDENT $1,000,000 E.L.DISEASE-EA EMPLOYEE $1,000,000 E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENTISPECIAL PROVISIONS *Except 10 days notice of cancellation for non-Payment of premium NCTD, BNSF, and AMTRAK, their directors, officers employees, contractors, agents or Authorized volunteers are named as additional insured as respects General Liability and Auto Liability. CERTIFICATE HOLDER Y I ADDITIONAL INSURED;INSURER LETTER:_ CANCELLATION SAMPLEO SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 3 0 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL * SAMPLE CERTIFICATE * IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR * EVIDENCE OF COVERAGE ONLY REPRESENTATIVES. William S. Wooditc a ACORD 25 5(7/97) ©ACORD CORPORATION 1988 ........... IMPORTANT If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s),authorized representative or producer,and the certificate holder,nor does it affirmatively or negatively amend,extend or alter the coverage afforded by the policies listed thereon. ACORD 25-S(7/97) BIDDER'S STATEMENT REFERENCE DEBARMENT (To Accompany Proposal) LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS 1. Have you or any of your subcontractors ever been debarred as an irresponsible bidder by another jurisdiction in the State of California? X yes no 2. If yes,what was/were the name(s)of the agency(ies)and what was/were the period(s)of debarment(s)? Attach additional copies of this page to accommodate more than two debarments. party debarred party debarred agency agency period of debarment period of debarment BY CONTRACTOR: Vadnais Cor tion (n co act By- - (sign here Paul J. Vadn is, President (print name/title) con6171 D-12 - BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (To Accompany Proposal) LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS Contractors are required by law to be licensed and regulated by the Contractor's State License Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent act or omission is filed within four years of the date of the alleged violation. A complaint regarding a latent act or omission pertaining to structural defects must be filed within 10 years of the date of the alleged violation. Any questions concerning a contractor may be referred to the Registrar,Contractor's State License Board, P.O. Box 26000, Sacramento,CA 95826. 1. Have you ever had your contractor's license suspended or revoked by the California Contractor's State License Board two or more times within an eight-year period? X yes no 2. Has the suspension or revocation of your contractors license ever been stayed? X yes no 3. Have any subcontractors that you propose to perform any portion of the Work ever had their contractor's license suspended or revoked by the California Contractor's State License two or more times within an eight year period? X yes no 4. Has the suspension or revocation of the license of any subcontractors that you propose to perform any portion of the Work ever been stayed? X yes no 5. If the answer to either of 1 or 3 above is yes, fully identify, in each and every case, the party disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of the violation and the disciplinary action taken therefor. con6171 D-13 BIDDER'S DISCLOSURE OF DISCIPLINE RECORD (CONTINUED) (To Accompany Proposal) LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS. 6.If the answer to either 2 or 4 above is yes,fully identify, in each and every case,the party whose discipline was stayed,the date of the violation that the disciplinary action pertains to,describe the nature of the violation and the condition(if any)upon which the disciplinary action was stayed. (Attach additional sheets if necessary) BY: CONTRACTOR Vadnais Cor tion (n o itr c o By: �/,gn,here) Paul J. Vadnais, President (print name/title) con6171 D-14 AUG 27 '01 02:24PM CITY OF ENCINITAS P.5i6 BASE BID SCHEDULE Apprcr ate ' 1_ Luoap Sum Lump Clearing and Grubbing $ $ Sum .Z U,ocn, 2-1c),o I 2- 4,474 L.F. Earthen Ditch _ l zz 3. 76 L.F. Jack and Bore 24" RCP $ .- $ - 'YA Vot"r- 4- 7,356 L-F. 24"RCP (D-2000) $ j! 5_ 969 L.F. 12"'PVC (C-900) $ z . 6. 7,513 L.F. 14" PVC (C-905) $ $ 5.&a,, 7. 19 Each Storm Drain Cleanout S $ 8- 16 Each Modified Cleanout $ - 9. 3 Each Survey Monument $ x - $ - 10. 31536 L.F. 18"RCP (D-2000) $ �5 " $ siz zc` 11. 4 Each Traffic Loops $ ^Sc - $ 12. 1 Each Concrete Pipe Collar $ �,c �- $ zc�c 13. Lump Sum Lump Striping and Legends $ $ Sum y'vtX�r �EX.)f- 14. 2 Each Type C Catch Basin $ i 15. 9 Each Type G Catch Basin $ $ 16- 1 Each Modified Curb Outlet $ c - $ 17. 2 Each Concrete Headwall $n as c yp18. 3 Each Type B Catch Basin $ - c 1_ ; .5cC' .. 19• 120 S.F- Concrete Sidewalk $ - - 20. 280 L.F. 6" Concrete Curb& Gutter 21. 3 Each Relocate Water Meters 22. Lump Sum L.S. Detention Basin Earthwork 23. Lump Sum, L.S- Landscape &Irrigation 24. 1000 L.F- K-Rail with Chain Link Fence $ ' $ 5C r c,c, - 25. 15 L.F. 36"RCP (D-2000) y x 'I 26- 1 Each Concrete Energy Dissipator $ $ - � cave" Zc. cz x> 27. 1 Each 48" CMP Riser $ c.rx; $ �vc, " 28- 1 Each 24" CMP Riser $ 29. 254 L_F. 6" Concrete Curb Type G-1 $ s- $ �,J i 30. 50 L.F. 6" A,C. Ben $ /3 - $ 1, con6171 D-15 a AUG 27 '01 02:24PM CITY OF ENCINITAS . P.6/6 It Approte 1 No. ,�iaantxty,, `rxit Unit Price ThfaT write Unuit P,rie(iti.wvs)' ; {figures);, ( $) 4, 31. 300 S-F_ Concrete Cross Gutter /5 C)cv, 32. 259 L.F. Type G-6 Concrete Curb (Type $ $ !; B-3) z' 6975 33. 10 Each Relocate Sewer Lateral $ $ (Contingency Bid Item) t C Fii 34. 10 Each Relocate Water Service $ $ (Contingency Bid Itern) � c,? ,, 35. 1 Each Rip Rap Ene rgy Dissipator or�c� p p $ $ (SDRSD D-40) yrxxj s c fUCZ, 36. 1 Each Brooks Catch Basin with Steel $ Grate i �c mp//6c, s'C✓�i &lCc'otGr << 73/, i Z 7 — BASE DID AMOUNT dollars and cents. ll �i ADDITIVE ALTERNATE"A" w 1 X468 F. 24" Centrifugally Cast Fiberglass $ al Reinforced Plastic Mortar 4, !, Ztd<320 Mierotunnelim pi e -7e-.q 344,z syZxd , ree- AbDITTVE ALTERN ATE "A"AMOUNT:�rkX-'e 2i dollars and r, cents. l ADDITIVE ALTERNATE "B" p 1 1,468 L-F T24"Polymer Concrete $ $ . rotunneling Pie _ C r/l i ll CX i dzwr�vi�(� ADDITIVE ALTERNATE"B"AMOUNT hd.a oy dollars anal //W cents, I IIZ�(0 ) � l ` con6171 i D-16 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER AND SUBMITTED WITH BID To the City of Encinitas, State of California: The undersigned in submitting a bid for Leucadia Drainage Improvements, being duly sworn, deposes and says: That he has not, either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract. That the only persons or parties interested in this proposal as principals are those named herein;that no officer, agent, or employee of the CITY is personally interested, directly or indirectly, in this proposal; that this proposal is made without connection to any other individual, firm or corporation making a bid for the same work and that this proposal is in all respe fair and without collusion or fraud. Signature of Bidder Paul J. Vadnais, President 9164 Rehco Road San Diego, CA 92121 Business Address Place of Residence Subscribed and sworn to before me this 30th day of August 20 01. "' ) Notary Public in and for the County of San Diego , State of California. My Commission Expires May 13 ,2003 . r REBECCA A. WEISS; COMM..�''R NOTARY PUBLIC CALIFORNIA W ` SAN DIEGO COUNTY IF COMM.EXP.MAY'13,2003'a con6171 D-17 LIST OF SUBCONTRACTORS& SUPPLIERS BIDDER is required to furnish the following information relative to the subcontractors and suppliers he proposes to use. If all work is to be done without subcontractors,write "none" in the following space: Name,Address&Phone Number of Subcontractors, Suppliers and Vendors Portion of Work Materials or Equipment REFERENCES The following are the names, addresses, and phone numbers for three references for which BIDDER has performed similar work within the past two years: 1 Please see attached Name and address of owner Name and telephone number of person familiar with project Contract amount Type of work Date completed 2. Name and address of owner Name and telephone number of person familiar with project Contract amount- Type of work Date completed 3. Name and address of owner Name and telephone number of person familiar with project Contract amount Type of work Date completed con6171 D-18 LIST OF SUBCONTRACTORS& SUPPLIERS BIDDER is required to furnish the following information relative to the subcontractors and suppliers he proposes to use. If all work is to be done without subcontractors,write "none" in the following space: Name,Address&Phone Number of Subcontractors, Suppliers and Vendors Portion of Work Materials or Equipment 1�'� t r F�- REFERENCES The following are the names, addresses, and phone numbers for three references for which BIDDER has performed similar work within the past two years: 1 Please see attached Name and address of owner Name and telephone number of person familiar with project Contract amount Type of work Date completed 2. Name and address of owner Name and telephone number of person familiar with project Contract amount Type of work Date completed 3. Name and address of owner Name and telephone number of person familiar with project Contract amount Type of work Date completed con6171 D-18 REFERENCES Galivan Retarding Basin Bob Parsons County of Orange 714-567-7837 Otay Mesa Interconnection Projects Glenn Vita Montgomery Watson 619-482-4432 Bajamont Way Filtration Plant Ken Riley Kiewit Pacific 925-686-3030 Peters Canyon Trunk Sewer Billy Stewart 949-453-5610 Irvine Ranch Water Dst BIDDER'S INFORMATION BIDDER declares under penalty of perjury under the laws of the State of California that the representations made hereto are true and correct. Bidder's Name Vadnai s Corporation Business Address 9164 Rehco Road San Diego- CA 92121 Telephone 858-550-1460 State Contractor's License No. and Class 255709 A Original Date Issued 12-04-68 Expiration Date 04-30-02 con6171 D-19 Excavation Notice "In the event Contractor is required to dig any trench or excavation that extends deeper than four feet below the surface in order to perform the work authorized under this contract, contractor agrees to promptly notify City in writing and before further disturbing the site if any of the conditions set forth below are discovered: 1. Material that the Contractor believes may be material that is hazardous waste, as defined in Section 25117 of the Health and Safety Code, that is required to be removed to a Class I, Class II, or Class III disposal site in accordance with the provisions of existing law. 2. Subsurface or latent physical conditions at the site differing from those indicated. 3. Unknown physical conditions at the site of any unusual nature, different materially from those ordinarily encountered and generally recognized as inherent in the work of the character provided for in this contract. A. City agrees to promptly investigate the conditions, and if City fords that the conditions do materially differ, or do involve hazardous waste, and cause a decrease or increase in contractor's cost of,or the time required for,performance of any part of the work, shall issue a change order under the procedures described in this Contract. B. That, in the event a dispute arises between City and Contractor as to whether the conditions materially differ, or involve hazardous waste, or cause a decrease or increase in Contractor's cost of, or time,required for, performance of any part of the work, Contractor shall not be excused from any scheduled completion date provided for in this Contract, but shall proceed with all work to be performed under the Contract. Contractor shall retain any and all rights provided either by this contract or by law which pertain to the resolution of disputes and protests between contracting parties." con6171 D-20 IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands and seals of all forenamed principals this 30th day ofAugust ,200 BIDDER Vadnais Corporation Paul J. Vadnais, President & Manag Jeff F. Anderson, VP & Secretary Edwin J. Carey, Treasurer 9164 Rehco Road, San Diego, CA 92121 Subscribed and sworn to this 30th day of August ,20 01 NOTARY PUBLIC "E a REBECCA A. WEISS COMM.*1219266 NOTARY PUBLIC-CALIFORNIA Q SAN DIEGO COUNTY 0 fF0 N COMM. EXP.MAY 13,2003 YV con6171 D-21 PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE In accordance with Public Contract Code Section 10162, the Bidder shall complete, under penalty of perjury,the following questionnaire: Has the bidder, any officer of the bidder, or any employee of the bidder who has a proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of a violation of law or a safety regulation? Yes No If the answer is yes,explain the circumstances in the following space. con6171 D-22 Proposal Guarantee for LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS *Strike out inapplicable phrases. *EaSh,-irj-the-farm of.legaUxrrency_of the_United-StaiesQ£America iu the,BmQuatof dollars($ )• A.*eerti-& sec -,-p rep@ Ay-madei)ayable-ta-the-City-0f..E,ucinitasfor. dollars($ )• A*bond in favor of the City of Encinitas for 10% of total bid dollars($ ) which amount is not less than ten percent(10%) of the total amount of this bid,is attached hereto to guarantee the selected bidder will enter into a contract with the City of Encinitas in accordance with the proposal submitted. Receipt is hereby acknowledged of Addenda No(s). 1 The undersigned further agrees that in case of default in executing the required contract with necessary bonds and insurance certificate(s) within eight (8) days, not including Saturdays, Sundays, and holidays, after having received notice of award that the bidder's guarantee accompanying his bid shall become the property of the City of Encinitas. Licensed in accordance with an act providing for the registration of Contractors, License No. 255709 -Class A Signature of Bidder- Pa ul J. Adnais, President con6171 D-23 (If an individual, so state. If a firm or co-partnership, state the firm name and give the names of all individual co-partners composing the firm. If a corporation, state legal name of corporation, name of state under which corporation was chartered, and the names and business addresses of president, treasurer, and manager thereof.) Vadnais Corporation a California corporation Firm Name State Paul J. Vadnais, President and Manager Edwin J. Carey, Treasurer Name Title 9164 Rehco Road, San Diego, CA 92121 858-550-1460 Business Address Phone Number Dated: 8-30 ,20 01 con6171 D-24 BTD Bonn FOR LEUCAD7A DRAINAGE AND SEWER FORCE MAIN W2ROVEMEIM (BID DATE: 8-30-01) KNOW ALL MEN By 7w-sE PRESENTS that VADNAIS CORPORATION as BIDDER,and ATLANTIC MUTUAL INSURANCE COMPANY - , as SURETY, are held and firmly bound unto the City of Encinitas,in the penal sum of TEN PERCENT OF THE AMOUNT BID dollars($101 ) which is ten percent (10%) of the total amount bid by BIDDER to the ciTY for the above stated project,for the payment of which sum,BIDDER and sun-T'Y agrcc to be bound,jointly and sevcrally,firmly by these presents. THE CONDITIONS OF THIS OBLIGATION ARE SUCH that,whereas,B=ER is about to submit a bid to the CITY for the above stated project,if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner and time specified,then this obligation shall be null and void,otherwise it shall remain in full force and effect in favor of the CITY. IN WITNESS wH REoF the parties hereto have set their names,titles,hands,and seals this 24th Clary of AUGUST _ _7200 BIDDER VADNAI S CO N BY: Pa 1 J. Vad,4Xs, Presi ent SZ �r A C C BY- VALERIE M. PEARCE ATTORNEY—IN—FACT Ac KNOWLMOMENT of Execution by BIDDER and SURETY in the proper format,shall be attached to this bond. coII6171 D-ZS CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT Stateof California County of San Diego On 8-30-01 before me, Rebecca A. Weiss, Notary Public Date Name and Title of Officer(e.g.,'Jane Doe,Notary Public") personally appeared Paul J. Vadnais Names)of Signers) 7 personally known to me-OR-❑proved to me on the basis of satisfactory evidence to be the person(s) whose name(s)is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies),and that by EBECCA A. WEISS? his/her/their signature(s)on the instrument the person(s), R p ` ` COMM.#1219286 or the entity upon behalf of which the person(s) acted, 0` NOTARY pUBLIC-CALIFORNtAul executed the instrument. A SAN DIEGO COU NTY \ r'H COMM. EXP.MAY 13,2003 . WITNESS my hand and official seal. ftr Signature of Notary Public OPTIONAL Though the information below is not required by law,it may prove valuable to persons relying on the document and could prevent fraudulent removal and reattachment of this form to another document. Description of Attached Document Title or Type of Document: Document Date: Number of Pages: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: Paul J. Vadnais Signer's Name: ❑ Individual ❑ Individual X3 Corporate Officer ❑ Corporate Officer Title(s): President Title(s): ❑ Partner—❑ Limited ❑ General ❑ Partner—❑ Limited ❑ General ❑ Attorney-in-Fact ❑ Attorney-in-Fact ❑ Trustee ❑ Trustee ❑ Guardian or Conservator ❑ Guardian or Conservator ❑ Other: Top of thumb here ❑ Other: Top of thumb here Signer Is Representing: Signer Is Representing: Vadnais Corporation 0 1994 NaborW Notary Association•8756 Remmet Ave..P.O.Box 7184•Canoga Park CA 91309-7184 Prod.No.5907 Reorder.Can Toti-Free 1.8C0.876-6827 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No.5907 State of California County of San Diego On 8-24-01 before me, America San Martin, Notary Public DATE NAME,TITLE OF OFFICER-E.G.,"JANE DOE,NOTARY PUBLIC- personally appeared , -VALME.M• PEARCE NAME(S)OF SIGNER(S) ® personally known to me - OR - ❑ proved to me on the basis of satisfactory evidence to be the person(x) whose name(s) is/Vm subscribed to the within instrument and ac- knowledged to me thatA3WsheAfty executed the same in his/her/their authorized capacity(); and that byxM her signature(M) on the instrument the person(s), or the entity upon behalf of which the person(a) acted, executed the instrument. 71 N ti �� x WITN S Icy hand a official seal. J) A l Irr l SA DIEGO My Jo r s.on c P Ocl _c , SIGNATURE OF NOTARY OPTIONAL Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent fraudulent reattachment of this form. CAPACITY CLAIMED BY SIGNER- DESCRIPTION OF ATTACHED DOCUMENT ❑ INDIVIDUAL ❑ CORPORATE OFFICER TITLE OR TYPE OF DOCUMENT TITLES) ❑ PARTNER(S) ❑ LIMITED ❑ GENERAL ❑ ATTORNEY-IN-FACT NUMBER OF PAGES ❑ TRUSTEE(S) ❑ GUARDIAWCONSERVATOR ❑ OTHER: DATE OF DOCUMENT SIGNER IS REPRESENTING: NAME OF PERSON(S)OR ENTITY(IES) SIGNER(S) OTHER THAN NAMED ABOVE 01993 NATIONAL NOTARY ASSOCIATION•8236 Remmet Ave.,P.O.Box 7184•Canoga Park,CA 91309-7184 AtlanticMutual Atlantic Mutual Insurance Company Power of Attorney Companies Centennial Insurance Company KNOW ALL MEN BY THESE PRESENTS, that the Atlantic Mutual Insurance Company and Centennial Insurance Company, corporations duly organized under the laws of the State of New York hereinafter called Companies,do hereby appoint Jack T.Warnock,Bart B.Stewart,Valerie M.Pearce,Chris A.Lydick,Christine A.Paterson,Leticia San Martin,Lawrence F.McMahon their true and lawful Attorneys-in-Fact to make,execute, seal and deliver on their behalf as surety any and all bonds and undertakings of suretyship and other documents that the ordinary course of surety business may require. Such bonds and undertakings when duly executed by the aforesaid Attorney(s)-in-Fact shall be binding upon the Companies as fully and to the same extent as if such bonds and undertakings were signed by the President and Secretary and sealed with its corporate seal. This Power of Attorney is issued pursuant to and by authority of the following resolution of the Board of Trustees of Atlantic Mutual Insurance Company and the Board of Directors of Centennial Insurance Company adopted effective December 1, 1999 and now in full force and effect; RESOLVED that the Chairman, President or Senior Vice President-Surety may appoint other officers of the Company or agents of the Company to act as its lawful Attorney-in Fact in any State, Territory or Federal District to represent this Company and to act on its behalf within the scope of the authority granted to them in writing, which authority may include the power to make, execute, seal and deliver on behalf of this Company as surety,and as its act and deed,any and all bonds and undertakings of suretyship and such other documents as are required in the ordinary course of surety business; and that the Secretary, Assistant Secretary or any Officer of the Corporation be, and that each or any of them is, authorized to verify any affidavit or other statement relating to the foregoing and to any resolutions adopted by its Board of Trustees(or Board of Directors, as applicable); and that any such Attorney-in-Fact may be removed and the authority so granted may be revoked by the Chairman, President, Senior Vice President-Surety or by the Board of Trustees(or Board of Directors,as applicable). IN WITNESS WHEREOF, each of the Companies has caused this Power of Attorney to be signed and its corporate seal to be affixed by its authorized Officer this Fourth day of January,2000. Atlantic Mutual Insurance Company Centenni n urance Company l� vA— BY Attest cic iir' • SURd, Thomas P.Gorke, Senior Vice President Michael B.Keegan, Vice Pre ident :;c •�— �, Z '. _ ° State of New Jersey SS 6E County of Passaic } ' '�; �+wyoa t' On this Fourth day of January, 2000, before me, a Notary Public of the State and County aforesaid residing therein, duly commissioned and sworn, personally came the above named officer of the Company who being by me first duly sworn according to law,did depose and say that he is the officer of the Company described in and which executed the foregoing instrument;that he knows the seal of the Company;that the seal affixed to such instrument is the corporate seal of the Company; and that the corporate seal and his signature as such officer were affixed and subscribed to the said instrument by order of the Board of Trustees(or Board of Directors,as applicable). •. 1MPq..' Q�P...........•<�0•.. Q .. 0.• '0 * Notary Public(Seal) ••.2`'•.• �BL1G F''• ;A My commission expires February 18,2002 ' ...✓ERs.....' I, the undersigned Michael B. Keegan, Vice President of Atlantic Mutual Insurance Company and Centennial Insurance Company, do hereby certify that the original power of attorney of which the foregoing is a full,true and correct copy,is in full force and effect on the date of this Certificate and I do further certify that the Senior Vice President who executed said Power of Attorney was one of the Officers authorized by the Board of Trustees and Board of Directors to appoint an attorney-in-fact pursuant to the Board resolution stated above dated December 1, 1999. This Certificate may be signed and sealed by facsimile under and by authority of the following resolution of the Board of Trustees of Atlantic Mutual Insurance Company and the Board of Directors of Centennial Insurance Company, adopted at a meeting duly called and held on the 1st day of December, 1999. RESOLVED, that the use of a printed facsimile of the corporate seal of the Company and of the signature of an Officer of the Company on any certification of the correctness of a copy of an instrument executed by the Chairman, President or Senior Vice President-Surety pursuant to the Board resolution, dated December 1, 1999, appointing and authorizing an attorney-in-fact to execute in the name of and on behalf of the Company, surety bonds, undertakings and other instruments, shall have the same effect as if such seal and such signature had been manually affixed and made,is hereby authorized and approved. C) IN WITNESS WHEREOF, I have hereunto set my hand and affixed the corporate seal of each of o the Companies to these presents this 24th day of AUGUST 2001 . 0 CD m Michael B.Keegan, Vice Pre ident To verify the authenticity of this Power of Attorney,call 1-800-444-6565 and ask for the Power of Attorney Clerk. AUG 27 '01 02:23PM CITY OF ENCINITAS P.1i6 b it I August 24, 2001 i ADDENDUM NO. 1 LEUCADIA DRAINAGE AND SEWER FORCE MAIN IMPROVEMENTS PROJECT NO. CMD95A AND CEE97A i I I TO ALL PROSPECTIVE BIDDERS A. The following changes are hereby made to the specifications: 1. Pages D-15 and D-16, bid schedule, replace bid schedule with the one attached to this addendum. 2. Page B-15, Section 7-25, BMP catch basin filters, add the following: "Fossil Filter Flo-Guard is an approved equal for the catch basin filters. Payment for Fossil Filter Flo-Guard catch basin filters including ,tabor equipment, and materials shall be included in the various storm drain pipe bid items and no additional compensation will be made therefor." i 3. Page B-7, Section 7-5, permits, add the following: "The contractor shall obtain an encroachment permit from the City of Carlsbad for i all work within the City of Carlsbad. The contractor shall comply with all the requirements in the encroachment permit. All costs for the encroachment permit and for compliance with the encroachment permit shall be included in the various bid items and no additional compensation will be made therefor." 4. Page B-9, Section 7-10, public convenience and safety, fourth paragraph, add the following: "It is the contractors responsibility for calling the City of Carlsbad Traffic Engineer at (760) 602-2752 prior to submitting their bid, to find out what will be required for traffic control in Carlsbad and include any requirements in their bid. No additional compensation will be made." j I i Add1CON6171 I I AUG 27 '01 02:23PM CITY OF ENCINITAS P.2i6 5. Page B-29, Section 7-43, energy dissipater, replace with the following: I '.I 7-43 ENERGY DISSIPATORS i Payment for the concrete energy dissipator at the outlet of the main storm drain, '/ton rip rap, aggregate, cutoff wall, Class Il aggregate subbase, Maraf 140n filter cloth, and all other materials necessary to complete the construction of the concrete energy dissipator in accordance to San Diego Regional Standard Drawing No. D-41 including all labor, equipment, and materials shall be included in the Bid Item for the concrete energy dissipator and no additional compensation will be made therefor_ Payment for the rip rap energy dissipator at the outlet of the storm drain overflow pipe (24" RCP (D-2000) on sheet 23, approximately STA 148+00) including light rip rap, Class II aggregate sub base, Marafi 140N filter cloth, concrete sill, and all other materials necessary to complete the construction of the rip rap energy dissipator in accordance to San Diego Regional Standard Drawing No. D-40 including all labor, equipment and materials shall be included in the bid item for Hp rap energy dissipator and no additional compensation will be made therefor. i i 6. Page B-30, add the following: 7-46 Erosion Control Payment for all erosion control, (i.e. —silt fences, gravel bag check dams, etc.), including all labor, equipment, and material shall be including in the lump sum bid item for clearing and grubbing and no additional compensation will be made therefor. 7. Page B-46, Section 300-1, clearing and grubbing, add the following: 33. Payments for removal of all existing catch basins, pipes, and headwalls as called out on the plans shall be included in the lump sum bid item for clearing and grubbing. 1 8. Page B-36, Section 207-2.1, third paragraph change as follows: "All reinforced concrete pipe shall have a D-Load of 2000." 9_ Page B-36, Section 207-2.1 delete sentence that says all reinforced concrete pipe shall be spun pipe. B. The following changes are hereby made to the plans. 1. Sheet 13, profile, storm drain cleanout at STA 111+80.18, change the modified j' cleanout to a modified A4 cleanout_ 2. Sheet 13, profile, storm drain cleanout at STA 112+07.65, change the rim elevation to 12.00. Add 1 CON6171 �I i i i AUG 27 '01 02:23PM CITY OF ENCINITAS P.3i6 a_ A note stating that the rip rap to be used for the D-41 energy dissipator shall be %ton rip rap, and that the rip rap thickness shall be 42 inches. i b. A note stating that the sub base to be used for the D-41 energy dissipator f I' shall be 12 inches of either class II aggregate base or crushed aggregate (, base. c. A note stating that the filter cloth to be used for the D-41 energy dissipator shall be Marafi 140N filter fabric or equal. 4. Sheet 22, plan view, existing catch basin and 12 inch PVC storm drain with head wall (from STA139+40 to 139+80, 102' LT.) add the following note: "After removal of existing catch basin, pipe, and headwall, install a new 18"x1$" precast catch basin (Brooks model 1818 or equal with steel grate) at the same location as existing catch basin, grate elevation—26.81, catch basin invert elevation— 23.81. Install 44 LF of new 12" PVC (C-900) storm drain from new catch basin to proposed modified cleanout (STA 112+07.85 on sheet 13), 12 inch PVC inlet invert elevation —23.81, 12 inch PVC outlet elevation—6.00" 5. Sheet 22, plan view, existing pavement southeast of existing catch basin (STA 139+00 to STA 139+40) change removal note to a note that calls out to protect pavement and asphalt berm in place. 6. Sheet 22, plan view, existing parking lot ribbon drains add the following note: "Install gravel bag check dams every 100 feet. Maintain during construction and remove once construction is complete." 7. Sheet 22, plan view, bottom of detention basin, add the following note: "Install silt fence'along all toe of slopes maintained during construction and remove once construction is complete." 8. Sheet 22, Construction Note Number 1, change San Diego Regional Standard Drawing number for 6 inch curb and gutter form D-34 to G-2. 9. Sheet 23, storm drain profile, change as follows: a. Change pipe to 24 inch RCP (D-2000). j b. Change pipe inlet invert elevation from 6.50 to 7.13. Change slope from 0.0084 to 0.0151. p c. Add note to provide a minimum of 6 inch clearance between storm drain and 12 inch gas. d. Add note to provide sand bedding between storm drain and 12 inch gas. e. Add rip rap energy dissipator per Sari Diego Regional Standard Drawing number D-40 at outlet of 24 inch RCP pipe and headwall. Rip rap shall be light rip rap, and the rip rap thickness shall be 2 feet. The sub base shall be 9 inches of Class II aggregate base or crushed aggregate base. Filter cloth Addl CON6171 i AUG 27 '01 02:24PM CITY OF ENCINITAS P.4i6 shall be Marafi 140N filter fabric or equal. (This applies to plan view of the overflow storm drain pipe also.) 10. Sheet 23, plan view, existing concrete sidewalk, show the width of existing concrete sidewalk, to be 5 feet. 11. Sheet 23, construction note number one, change pipe from 18 inch RCP (D- 1350)to 24 inch RCP (D-2000). Also, change pipe length from 115 LF to 95 LF. 12_All sheets, change all D-Loads on 18 inch, 24 inch, and 36 inch RCP to (D-2000). Y i All bidders shall acknowledge receipt and acceptance f Addendum No. 1 by signing in the space provided and submitting the signed Addendum with bid. z- 8-30-01 Auth#hzed Signature Date Paul J. Vadnais, President i i r E I I i y Addl CON6171 LEGAL DESCRIPTION AN EASEMENT FOR STORMDRAIN PURPOSES OVER, UNDER, ALONG AND ACROSS A STRIP OF LAND 20.00 FEET WIDE, LYING WITHIN LOT 12 OF LEUCADIA ACRES, IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1704 RECORDED JUNE 5, 1918 IN THE OFFICE OF THE COUNTY RECORDER OF SAID OF SAN DIEGO COUNTY, THE CENTERLINE OF SAID STRIP DESCRIBED AS FOLLOWS. BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 12, THENCE ALONG THE SOUTHWESTERLY LINE THEREOF S 26 039'38"E 253.26 FEET TO A POINT THAT IS 10.00 FEET SOUTHERLY OF MEASURED AT RIGHT ANGLES TO THE NORTHWESTERLY LINE OF THAT LAND DESCRIBED IN A DEED TO THE BUNYARD TRUST RECORDED DECEMBER 23, 1997 AS F/P 1997-655031; SAID POINT BEING THE TRUE POINT OF BEGINNING; THENCE PARALLEL TO SAID LINE N 75 003'22"E 148.57 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT A; THENCE CONTINUING N 75°03'22 E 17.50 FEET TO THE POINT OF TERMINUS IN THE EASTERLY LINE OF SAID LOT 12. THE SIDELINES OF SAID STRIP TO BE PROLONED OR SHORTENED TO TERMINATE SOUTHWESTERLY IN THE SOUTHWESTERLY LINE OF SAID LOT 12 AND NORTHEASTERLY IN THE NORTHEASTERLY LINE OF SAID LOT 12 TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE THE CENTERLINE THEREOF BEGINNING AT THE AFORESAID POINT A; THENCE S 14°56'38"E 32.50 FEET. Q VA,N SGT .G N No. 5211 ERPG-9o-03 , L0 I" W ZT 10-7 3NI-7 1Sd3 a 0 Lo I o ►� N � 0 Q� o a ``' Lo m to Lo 0 o JGj z 0. (D I In N Q tO m A� a w E o cu W o J� 0 Lu z � l o Ou W Ico cn to � I o o v Lo -' ° 20. 00 '1 N O = I � Z o y a T.P•0'B. 'E 52253 26' VULCAN A VENUE �SN3J[��1 June 1 ; 1995 ��ki p �f cj Mr . Hans Jensen Engineering Department City of Encinitas 505 S. Vulcan Ave Encinitas , CA 92024 Re : 598 Hermes Encinitas , CA Dear Mr . Jensen, On April 13 , 1995 , Wayne Pasco and I met with you to explore the various options for development of the above referenced property and to inquire into requirements the ("ity would impose for said development . Out of that discussion I came away with certain parameters that I understood would need to h- contsi -ed in the development plans . I would like to outline some of tr�sp points in writing to make sure we are in acireemen+- with everything . These points are as follows : I) That the City of Encinitas will he desrin _ncf and installing a comprehensive drainage system for the Leucadia area of the City . 2 ) That the plans are for one of the major links in this drainage system to run through the property . 3) That in exchange for providing easement rights to the City for the drain pipe, the City, will install and maintain this pipe at no cost to the owner of the property. 4) That once the drain line is installed by the City the property will have drain access so runoff from the property will be able to flow into the drainage system. 5) That at the time the City obtains the easement for the drain pipe across the adjacent property to the west , the City will support the inclusion in those easement rights an easement for the sewer from this property to the sewer line under Vulcan Ave. 6) That , assuming all other development requirements are met . the City will allow the development of three of the four lots even before the City' s drainage system is installed . Development of the lowest lot will bp approved when a comprehensive means of run otf removal has been installed . I trust we are in agreement on these items . If for some reason I have misunderstood anything Please contact me as soon as possible so that I can make adjustments in my development plans . Sincerely , Q� \Larry Baker 635 Melba Rd �o� r Encinitas , CA 92024 ( 616) 436-7946 �S� CZ ofr. Encinitas NOTICE OF PREPARATION NEGATIVE DECLARATION TO: State Clearinghouse FROM: City of Encinitas Office of Planning and Research 505 S. Vulcan Ave. 1400 Tenth Street, Room 121 Encinitas, CA 92024 Sacramento, CA 95814 PROJECT TITLE: Leucadia Drainage, Low Flow Storm Drain System PROJECT APPLICANT: City of Encinitas Engineering Services A determination has been made by the City of Encinitas staff based on an initial study that: The project COULD NOT have a significant effect on the environment; therefore, a NEGATIVE DECLARATION will be prepared for the project. X The project COULD have a significant effect, but revisions to the project plans made by the applicant and/or an enforceable commitment from the applicant to include mitigation measures would reduce impacts to less-than-significant levels; therefore, a NEGATIVE DECLARATION will be prepared for the project. Any comments you may wish to make regarding the action are hereby invited. Comments must be received in the offices of the Community Development Director, City of Encinitas, within 30 days of receipt of this Notice. The description, location, and the probable environmental effects are contained in the attached materials. A copy of the Initial Study is attached, which includes mitigation measures, if any, to avoid potentially significant effect. Please send your response to Kipp Hefner at the address shown above. We will n ed the name of a contact person in your agency. - 2 _� Gt n qh�dk� Date: � � Signature a Title c At, -v,-7 K6 Lv� Q - Telephone(q 6 b) b �-� -Z-7 7 gc6124 ,n; A'�lcan Avcnur. t:� cui[a . �aiiFor . ,> )20i_,-i ?633 1 JD 760-033-"60 recycled paper CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT LEGAL NOTICE OF ENVIRONMENTAL REVIEW The City of Encinitas, pursuant to the California Environmental Quality Act (CEQA), has completed an Environmental Initial Study and is proposing to adopt a Negative Declaration for the following project: PROJECT NAME: Leucadia Drainage; Low Flow Storm Drain System. APPLICANT: City of Encinitas Engineering Services Department LOCATION: North Coast Highway 101 and Railroad Corridor from Sunset Drive to South Carlsbad State Beach, Leucadia Community, Encinitas, California. DESCRIPTION: Low flow trunk and collection storm drainage facilities consisting of shallow surface channels, inlets, and 18 to 24 inch buried RCP pipes. The City has performed an initial environmental study which has determined that either no significant negative environmental impacts would result or that mitigation measures would be incorporated into the project to reduce potential significant impacts to a level of insignificance. Therefore, a Negative Declaration is proposed for this project. Anyone, wishing to comment on and/or challenge the environmental findings must do so in writing and file with the Engineering Services Department, City of Encinitas, 505 South Vulcan Avenue, Encinitas CA 92024 during the public review period to run from April 5, 1999 to 5:00 p.m. May 4, 1999. The environmental record for this project is available from the Engineering Services Department at the address noted above. For further information, please contact Kipp Hefner, Project Engineer, at the above address or by telephone (760) 633-2783. gc6124 Notice of Determination Appendix D To: X Office of Planning and Research From:(Public Agency)City of Encinitas 1400 Tenth Street,Room 121 Sacramento,CA 95814 505 South Vulcan Avenue Encinitas,California 92024 County Clerk County of Subject:Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resource Code. Leucadia Drainage; Low Flow Storm Drain System Project Title SCH#99041060 Kipp Hefner 760.633.2783 State Clearing House Number Lead Agency Area Code/Telephone/Extension (if submitted to Clearing House) Contact Person North Coast Hwy 101 and Railroad Corridor from Sunset Dr to South Carlsbad State Beach,Encinitas,San Diego County Project Location(include County) Project Description: Low Flow trunk and collection storm drainage facilities. This is to advise that the City of Encinitas has approved the above described project on 9 June 1999 N Lead Agency ❑Responsible Agency and has made the following determinations regarding the above described project: 1. The project[m will❑will not]have a significant effect on the environment. 2. ❑An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. 3. m A Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 4. Mitigation measures[m were❑were not]made a condition of the approval of the project. 5. A Statement of Overriding Considerations[❑was m was not]adopted for this project. This is to certify that the final Mitigated ND with comments and responses and record of project approval is available to the General Public at: E eerie erv' es,Cily o Encini ,505 South Vulcan Avenue,Encinitas,California 92024 -�a W"ka [a 4 r'4 a�A aT igna re(Public Agency) ate Title Date Received for filing and posting at OPR: Revised March 1986 } CZtyof Encinitas March 29, 1999 State Clearinghouse Office of Planning and Research 1400 Tenth Street, Room 121 Sacramento, CA 95814 Re: Leucadia Drainage, Low Flow Storm Drain System Dear Sirs: Enclosed please find the Notice of Preparation for a Negative Declaration along with the Initial Study for the subject project, prepared in accordance with the California Environmental Quality Act (CEQA) and the City Guidelines for Implementing CEQA. This letter initiates the review process of the City's proposed Negative Declaration and Initial Study. Any comments you may wish to make should be forwarded to the offices of the City of Encinitas within 30 days of receipt of this material. Sincerely, A 01W enc.: Notice of Preparation of Negative Declaration Initial Study gc6124 _(,�iG 1;1`: -60-G:.;-2G2- �;» S. '�ulcan ,venue, Cncinit s. Califomia 920'v 36�; TD1� X60-633-_''(1C; recycled paper 'Mptic,p,of Determination 9 9 02 4 9 appendix H F Q E D (aregpryJ.Smith.Record To: Office of Planning and Research From: (Public Agency) vount'G"rk 1400 Tenth Street,Room 121 Y 2-4 1999 Sacramento,CA 95814 . (Address)�Y CITY OE EN IWITA-q revint� Cleric Communitq Development Dept. Pt► �- County of 5AN O 1Ge-O 505 South Vulcan Avenue P D. 80 x / 7-<0 Encinitas, CA 92024-3633 ?o 5AN Subject. Filing of Notice of Determination In compliance with Section 21108 or 21152 of the Public Resources Code. E v G A 1✓� 1`�1 rJ►'�C1 Lo W l U(LI�'` /l1�1 tJ S t Et✓� Project Title State Clearinghouse Number Lead Agency Area Code/Telephone/Extension (If submitted to Clearinghouse) CI-1 �C..[ontact Person ,SA-+j blEt_f UoNT`, YGF t-NC 1N tTAS 111L1RWA'A lU� 1 2O Project Location(includecounty) 6E -C-H Project Description: 1tvST/� loN GF Lo w FIGS \t2-U N IL STO 2t� -Da k / NJ) 10[ FrZGr �2tES r�rF_ 1�� 1-A. ��02-rte rzr�tr� V s, t7 Cry 2t�i3� r tNc,t�Es Tc; ZCt' ►NU-I'�S t ry D Irkr�E T E►� . This is to advise that the L-E+41D CAF NC`'' has approved the above described project on Lud Agency [7 Responsible Agency 4 and has made the following determinations regarding the above described project_ ( ate) 1.The project[owill`will not] have a significant effect on the environment. 2. ❑ An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. %ZA Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 3. Mitigation measures[were ❑were not] made a condition of the approval of the project. 4. A statement of Overriding Considerations [Qwas/W was not] adopted for this projccL 5.Findings Xwere C]wem not] made pursuant to the provisions of CEQA. ,,NVt a ► This is to certify that the final=with comments and responses and record of project approval is available to the General Public at: 17, &Pt". o F Signature(Public Agency) Date tie FILED IN THE OFFICE OF THE COUNTY CLERK Date received-for filing at OPR: SAN DIEGO COUNTY�ON MI 2 4 1W POSTED REMOVED ,JUN 2 � � Revised October 1989 RETURNED TO AGENCY ON juN 2 3 1999 DEPUTY �/�� . CALIFORNIA DEPARTMENT OF FISH AND GAME CERTIFICATE OF FEE EMPTION- De De Minimis Impact Finding ess of Project] Located in City of Project Title/Location [Name an:: Addr : Encinitas. County of San Diego. Project Description: Findings of Exemption No impacts have been identified which will adversely affect: (A) Riparian land,. rivers, streams, watercourses and wetlands under state and , federal jurisdiction; (B) Native and non-native plant life and the soil required to sustain habitat for fish and wildlife; cological communities dependent on plant (C) Rare and unique plant life and e life; and (D) Listed threatened and endangered plant and animals and the habitat in which they are believed to reside. plant or animals as listed as protected or identified for All species or p the Public Resources Code, (g) special management in the Fish and Game Code, the Water Code or regulations adopted thereunder. All marine and terrestrial species subject to the jurisdiction of the of Fish and Game and the ecoloc�cal communities Department in which they (F) reside. (G) All air and water resources the degradation of which will individually or cumulatively result in a loss of biological diversity among the plants and animals residing in that air and water. + _ t;�p Decla-ation EIR initial studv for more information. Please see Certification: yact I hereby certify that the study gswoll not and that based upon the Y and hearing record the project � or cumulatively have an adverse effect on wildlife resources, as individually defined in Section 711.2 of the Fish and Game Code. C4,6'tt.Z for Sandra L. Holder Community Development Director Title: Commuity Development Director Lead Agency: City of E cinitas Date: S CR/03/PF2-319 WP5 . 1 (5/1/91-1) a f t CEE``E0F\\MSC sE:I—,N� JTATE OF CALIFORNIA ; :. Governor's Office of Planning and Research I400 TENTH STREET SACRAMENTO,CALIFORNIA 95812-3044 �l�hoF CAVE OP�' C I ORR\ 916-322-2318 FAX 916-322-3785 \vww.opr.ca.Rov Loretta Lvnch Gray Davis DIRFCTOR GOVERNOR May 14, 1999 MAY Kipp Hefner aC/N EKING SF ETAS City of Encinitas RVICfS 505 S.Vulcan Avenue Encinitas,CA 92024 Subject: Leucadia Drainage,Low Flow Storm Drain System SCH#: 99041060 Dear Kipp Hefr:er: The State Clearinghouse submitted the above named environmental document to selected state agencies for review. The review period is closed and none of the state agencies have comments. This letter acknowledges that you have complied with the State Clearinghouse review requirements for draft environmental documents,pursuant to the California Environmental Quality Act. Please call the State Clearinghouse at(916)445-0613 if you have any questions regarding the environmental review process. If you have a question about the above-named project,please refer to the eight-digit State Clearinghouse number when contacting this office. Sincerely, Terry Roberts Senior Planner,State Clearinghouse . - Ser"1 irlow• - Notice of Completion and Environmental g ppcumentTransm�mnto.CA9581x-916/x35-0613 Sells Ciearingltottsa 1400 Tenth Stmt.S Q �O W F low Ma LQ�Ggd10.�f�OltllA� S.}t�rtiM'pr'O�iv+S�{ �(pP HE1=/JET E�Ct+uITAS 3. C00I parson. I-rA 1. Project T1t1a G1 t..r /yV�E 3b.Cep 2• Lead Atency t k 1..='.4w] f#-U Q l O Z 4 3e. Pbooe '7 Co ��-�- s. A Sdre s 3d_Zip ---- Sax++ cAea Aa Coal Ra -� -rt-1 CogsT t t- t O t i2� Cfbe2i o rosL Lac Jcvv/A rt)Ca+�J tTR Proje�L Cation 4z Crty/Comzaaniz7 Rama Section 4• cooaty s Parcel No - •rQ t!E 56. .•NOCommanbY 4b.CAS c� 1- T.S b. Arrpora tL OLEJ4 �lr 6. within 2 miles IwHays k d waterways --------------'-- �`�L 1 C. _ _ t oTHEFt 13. John ,{ T. f2oeument Type -•os.❑supPlemC°ws"�1G°`EIR NEPA: 19.1, NSI 15. Fin a* - AFR$a3 1998 (res■.ear rrs -) 11. nrae ElS /fAR/ygHQU - V CEQAz Ol.F...�Coos NoE - 11 KA peAFY O8 �N� -------._----- -_.-- �.NOD 04.___ - •�'-- - _ 11 Waste Mss Plan F 6 _ r e{/tetlon7YV!- 09.-©'Re'sone. ._ 13. ?+iTreseNe---- __ O3. mtli Lhvzswn(Subdi�isiuR Ol.Intel plan Ul m O� Sp' Plan l0' p 1 M?P.Tract D1aP•euJ >�7DeM 'C),eA iwJ O2, ew Elernee< 07. Conunumty P1a+' - 1 t O Use�°t --- -- 03. 'Me"d Plan A»K°�iOt 09. Rode -Q4• asses plan `-------•-- _ M/nerol Wear !i. o,,~,ant'rYPe 07.D Miniot: T)ye Aces-- ��,� O8.QQ Pwes- Ol. V^W EFT, Tjpe �omtneseial-- 39+/t Acres FarDlo)YU o.r 1 pCS Related e/ % FACIA T tea SqJL 02. Cidi�ficc 03 water lilies AfGD - a>eArwi4GE ----- O5. TransP r-'unc lYP� --------- - ------ 11. Total jobsGreatad ----------. 1 o.Tol Acres __---- ------ --_" et jartd/Rlpanao Issnea Vglacuseed In Document smk 17. so�dF.rosiaa 26" fsladncint 09.12 Project rsual Of. O. JobarNou■lai Balance 19. Soltd W■rae 29. pafib#Land Use O1 ptrieulzaral 1� I1. rm"is 20- oxicJHa>:rrdeLLS 29- amulriiva Effects 03. Air Qany, 12. else 21. TnfriclCueul■iwo �• Oeltei 04. 13. Public Services 21 �y�/etetation 05. is_ 23 U �Quality -- 06. Econtame 14. SrJaso S Wrier SapP1Y ---- - 07. Fire Hazard a 16. sewer Cap■eiq -24.------ 09.( ------.---•--- Total: ----. `�- state i --------.--.- 1'.FvndinR laVP.Oa')Federal i ------.--.- .----•••- --.-. - Land Use arsd Zontrso epNyrlE ~��• `�! - %4.Prasant -----.- -'-- 1 s.P►ops-2 Desortlnton To P.A, `° -------------fie . �,..)'." }%}' D - - 'J�-^J.-•, m a�jaq t■•y[rwn a Noues of 16.Slonetwe of Lead ABaneY peprasentasiw It a SCH number already tntisrs . idenzif'ieadw,aumbe+s for an new Prefects" Will assittn lease fill k In. • N draft dneuoreot)p .....a rzr...r/wdan ert RevrrSe 0. Mosie Boyd Project Sent to the following State Agencies State Clearinghouse Contact: (916)445-0613 X Resources State/Consumer Svcs - /?, �- Boating&Waterways General Services State Review Began: ` s•� Coastal Comm Cal EPA Coastal Consv ARB Dept.Review to Agency - Colorado Rvr Bd Integrated Waste Mgmt Bd �_conservation SWRCB: Clean Water Prog X Fish&Game Agency Rev to SCH -'- # SWRCB: Water Rights - l.7 _ q 9 Delta Protection Comm SWRCB: Water Quality SCH COMPLIANCE - Forestry&Fire Prot SWRCB: Bay-Delta Unit Historic Preservation X Rbg.WQCB X Parks&Rec Toxic Sub Ctrl-CTC Reclamation Board Yth/Adlt Corrections Please note State Clearinghouse Number Bay Cons&.Dev Comm corrections (SCH#)on all Comments DWR Independent Comm 1 0 s O OES(Emergency Svcs) Energy Commission scx 9#: 9 0 4 Bus Transp Hous X NAHC Please forward late comments directly to the Aeronautics Public Utilities Comm Lead Agency CHP / Santa Monica Mtns •� X Caltrans# 1 X State Lands Comm 7 Trans Planning Tahoe Rgl Plan Agency(TRPA) AQMD/APCD_,Z_�(Resources• Housing&Com Dev Food&Agriculture Other. Health Services(H20) Other: CITY OF ENCINITAS DETERMINATION BASED ON INITIAL STUDY Name of Project: Leucadia Drainage; Low Flow Storm Drain Systems . Location: North Coast Highway Calsbad Railroad Corridor from Leucadia Community, Drive to South Ca Encinitas, California. Description: Low flow trunk and collection storm drainage facilities . Entity or Person Undertaking Project: Engineering Services City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 Staff Determination: The City of Encinitas staff, having undertaken and completed an Initial Study of this project in accordance with the City' s CEQA Guidelines ht for purpos of andte effect on he environment, has project mig reached the following conclusion: 1 . The project could not have a significant effect on the environment; therefore, a NEGATIVE DECLARATION will be prepared. X 2 . project ud n envionment, de to mitigation measures accepted by the applicant which include: Site specific geotechnical and soils engineering investigations shall be performed prior to project final design and construction activities. Point source pollution control structures such as oil/water separators and water quality inlets shall be considered for installation in certain locations to remove petroleum compounds and grease as well as floatable debris and settleable solids from storm water. _ 3. The project could have a significant effect on the environment; there re, an ENVIRONMENTAL IIFACT REPORT will be prepared. -qq * ( V,4,� V� Date City of Encinitas 1 ENVIRONMENTAL INITIAL STUDY CHECKLIST FORM Pr oject Information 1 , Project Title: Leucadia Drainage; Low Flow Storm Drain Systems . 2 , Lead Agency Name and Address: City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 3, Contact Person and Phone Number: Kipp Hefner Project Engineer (760) 633-2783 North Coast Highway 101 and Railroad 4 , Project Location: Corridor from Sunset D Drive Community, Carlsbad State Beach, e -- -- -- Encinitas, California (see maps) . 5. Project Sponsor's Name and Address : Engineering- Services City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 6, General Plan Designation: 7 . Zoning: Residential 3 (R-3) Residential 2. 01-3 .00 Units/Acre Residential 8 (R-8) Residential 5. 01-8 . 00 Units/Acre Residential 11 (R-11) Residential 8 . 01-11 . 0 Units/Acre Residential 15 (R-15) Residential 11 . 01-15. 00 Units/Acre Residential 25 (R-25) Residential 15.01-25. 00 Units/Acre office Professional (OP) Office Professional Local Commercial (LC) Local Commercial Commercial Visitor-Serving Commercial Visitor-Serving (VSC) General Commercial General Commercial (GC) Public/Semi-Public public/Semi-Public (P/SP) Ecological Resource/Open Space/Parks Ecological Resource/Open Space/Parks (EROS) 8, Description of Project: flow trunk n This project consists of low The first job site sisra drainage facilities at three job sites . channel combination of an open shallow drainagel) runs eas t of the Coast pipe. The drainage channel (South of Hi hway between the railroad tracks et d Thisn channel just willncollect g Encinitas Boulevard to Basil Stre 2 the runo ff from both the railroad corridor and o an 18Ainch eRCPAstorm downstream end the channel will conn at Hermes Avenue drain which collects runoff from an existing sum Street. This system then dumps into an;-18 inch storm - �o the storm and Cereus Str ties nt drain that crosses a hCoastlHighway•the west and drain system in th The second job site involves a network of of s therCoast1Highway, t the collect runoff from several sumps we hwa itself, and the drainage areas fro ite. The so mhBasilsStreets in te firt job hig Y northerly site (Leucadia Drainage No eaten n Coast Highway to South Carlsbad State Beach dust north of along the Co Runoff from the first job site and Basil Street La Costa Avenue. i e and dumped into is picked up with an 18 inch RCP storm drain pipe Coast Highway. the main storm drain that runs north along area Next, an 18 inch storm draiintolthe collect u main torm dra n which will be on Cadmus Street and dump increased in size to a 24 inch RCP- in system will begin at this Daphine collect Streetu tofDiana A P running sip areas in the alley Street This system will consist Ofssetemawillt also acollect drunoff inch RCP storm drain. The parallel Y from the sump area located in the park located west of the Coast f The system will eventually dump Highway at Leucadia Boulevard. Coast Highway at Diana Street. into the main storm drain along North of this point a series of catch basins coll the runoffyfrom the highway. The main storm drain will run along and two tie into an existing 24 inch storm healSout c Carlsbad State tBeach detention/Percolation basins at t parking lot. pipes The third job site consists of a ecombination. e drainage channel n (North and an open shallow drainage channe between the railroad tracks L� Channel) runs east of the Coast Highway osite 18 inch RCP storm and Vulcan Avenue from justsnstem starts with Ban levard o oPP l of Grandview Street. The Y s into the new channel, drain that cross Leuc dia Boulevard and dump continuning north,..- and ends with a connection to an existing to and under La Costa Avenue. ' In addition inlets to c storm onvey ponding will be installed in Union Street water from a sump at that location. rovements within each job site may be constructed in phases Im P overall project costs and capital depending on j ob site and improvement budget allocations . 3 g, Surrounding Land Uses and Setting: the North Coast Highway 101 and Railroad corridor Development along of residential and commercial uses . predominately along the west side consists P in densities Resident neighborhoods of vary g commercial district Ris located almost entire y he railroad across of the highway• and east of t occur to the west of the highway Vulcan Avenue * the corridor is relatively flat north to south Topographically, and railroad. There are several depressed areas along the highway the highway and railroad as well as and sumps in the corridor along a h along Vulcan Avenue east of in alleys west of the highway related depressed area at Orpheus railroad. There is also a nearby and and Union Street. These locations have inadequate Inge ° Avenue a e facilities to relieve chronic p nonexistent drainage flooding problems . storm drain discharge detention and There is an existing percolation area 24 parking lot. Certain existing percolation basin and State Beach P etention and P ed to the basin. the South Carlsbad north of drains along the corridor are connected inch storm um station on the west side of the highway 12 inch In addition a pump onding waters through a Phoebe street ne which joins the 24 inch system. pressure 1 permits needed: 10. Other agencies whose approval is required and p ision California State Parks and California Coastal Comms Recreation City of Carlsbad Affected ected Environmental Factors Potentially low would be potentially The involving at least one impact that is a environmental factors listed Significant Unless e affected by this project, +potentially "Potentially Significant Impact" or the checklist on the Mitigation Incorporated" as indicated by following pages . Water Geological Problems Evaluation of Environmental Impacts supported lanation is provided for all checklist enthesesn following each A brief exP All by information References sour es are cited listed the owing the checklist- All question. direct as well rs take account of the whole action asn cumulative, direct answers as well as well as offsite, project erational impacts . as indirect, and construction as well as operational 4 . "No Impact" answer is appropriate if referenced sources � p, the impact simply does not apply to the project. Less Than Significant Impact" describes an applicable effect which does not cross the threshold of flthereci is substantial evidencenthataan Impact" is appropriate i effect is significant. If there are one or more of such impacts when the determination is made an EIR is required. "Potentially Significant Unless Mitigation Incorporated" applies where the incorpora o Signifgcantn Impact,, to as "Lesse than effect from "Potentially Significant Impact. " Associated mitigation measures are described in bold type in the checklist. Determination On the basis of this initial evaluation: ficant I find that although the proposed Willenotcbela s hive gnificant1effect effect on the envir-onme n j in this case because the been added to the project.described NEGATIVE following checklist have DECLARATION will be prepared. Date Signature Mavh T- For Printed Name 5 IQ 1TO ON _ B A U 3 .., ,. .. iAl 0057 i d U { 16 � ��� �1 ri J I i 1 I i/���k si�l1;�.�„(:.S.S ``�,\ - Z� .`• Tr r •o f '�' "1; ` di ll� \ �i v 3 3L( x a\ ri rC I it Ull it cc Tart Y!f � �•, � u ` � ri'> �l}:� \ � - iri �\\ ��r 11+ ,11\\may`r� \`7 1 � �\. -�,'. ,. 1 •�•• ,%j.� -� ...� •. _�•X336\`���� a. ��. '4 ';sk• '�` �� ,• a � �. ��� . 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Z G Lj O •0 W G +) Li x N w N m 7 0 O m S O X b 1 >+•G1 � y a to m G U•-t U $4 W •.t m CO•'t'-4 m m :j mw9 cn,v (1W) 0) O O b'0 > U +i W it -P m G O cc a-It N m > m 3 tu c m e m 4) j m 4 U ro O 4d G to G ^� m Gi 0,C --1 A L 4 •.1 0 m E m jj O to b 'V .N .i -.1 Mme m -A G O--t rt CO .0 7 4J N 'A . m A m .G1 aa) aa) -.N1 a 4J s� m r1 W W ul m Q m a v, O G 0 st•.a .t >, G -� w rz E a) rota 0 ca o -1 . o G >1 z v m 4J -0 b O G m-.q m m C m-H m 1J m4-) L LA rJ b 0 0 to - w a S w 0 .0 w G N Q '3 i� m•'t '-t G > 0 +t rl y O ul �' -+ 0+ 3 • -imomul s+ m zm +-) 3 m to c 3 ao.o� w co 'aaz W vl o c fi N N r1 -.t 9 h a L C N to •• C 4J to to m o m E 0 m m y H N•O 7A m m U•.1 G H .a 7 -1 l4 8 rt c 6 G m +J m M to m mart 0 m m-MU .0 >t m m l) N .i > U O •'t > M O m > N ma m w am a w c-1 w•.1 ro m E m 0 E +-)4.1 a 3 m G'0 G .a4) .0u ta0 aG ++ 0m0 4, N o m t+ b D7 bt N H d 4 N L ¢ U ++ p.U m 4J a m w m 4J m .d m Vl'a m V O = 44 .•i U M •rte G G•r-+E CO•G 4J m i s.14 ro ! 4 m m 4 u lla) E� a iii►►►�Lt]]]+ � A m41 W 4J ai l4 Wtt a —.fit m tT 'Gi 5H 0 H 04 m U > d A •0-t V O A iC p m A U 18 Information Sources The following information sources were consulted and referenced for this Initial Study. (1) City of Encinitas, 1989 updated. "Encinitas General Plan Program Land Use Policy Map" and "Encinitas Zoning Map. " Blackline/Blueline maps prepared for the City of Encinitas, Encinitas, California. (2) City of Encinitas, 1989 updated. Encinitas General Plan. City of Encinitas : Encinitas, California. (3) Barrett Consulting Group, 1995. "Draft Highway 101 Corridor Drainage Improvements Report. " Prepared for the City of Encinitas, Encinitas, California. (4) California Regional Water Quality Control Board, San Diego Region, 1995. "Tentative Order No. 95-76 (NPDES Permit No. CA0108758) Waste Discharge Requirements for Storm Water and Urban — Runoff from the County of San Diego, the Incorporated Cities of San Diego County, and the San Diego Unified Port District. " Draft waste discharge requirements prepared for the California Regional Water - Quality Control Board, San Diego Region, San Diego, California. (5) Curtis Scott Englehorn and Associates, 1998 . Inspection of North Coast Highway 101 and Railroad Corridor and vicinity for Engineering Services, City of Encinitas, Encinitas, California. (6) Encinitas Municipal Code, 1993 updated. "Chapter 9 . 32, Noise Abatement and Control" and "Chapter 30 .40, Performance Standards. " Municipal Code, City of Encinitas, Encinitas, California. (7) Caltrans, 1995. "Manual of Traffic Controls for Construction and Maintenance Work Zones . " Manual prepared for Caltrans, Sacramento, California. (8) W.A. Pasco Engineering, 1998 . "Draft Leucadia Drainage, Low Flow Drainage Plans. " Prepared for the City of Encinitas, Encinitas, California. 19 Mitigation Monitoring and Reporting Program The following mitigation measures shall be completed and incorporated into final plans and construction documents as appropriate to the satisfaction of the City Engineer. Site specific geotechnical and soils engineering investigations shall be performed prior to project final design and construction activities . Point source pollution control structures such as oil/water separators and water quality inlets shall be considered for installation in certain locations to remove petroleum compounds and grease as well as floatable debris and settleable solids from storm water. 20 k CITY OF ENCINITAS MEMORANDUM Date: July 22, 1999 TO: Kipp Hefner, Project Engineer CC: Alan Archibald, City Engineer FROM: ✓Jennifer Coon, Junior Planner RE: Coastal Development Permit for Leucadia Drainage Project Attached is a copy of the Notice of Decision approving a Coastal Development Permit for Case No. 99-133 CDP (Leucadia Drainage Project). This approval is subject to a 15-day appeal period. The appeal period will end August 4, 1999. If you have any questions, please contact me at ext. 2717 CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT 505 So.Vulcan Avenue Encinitas,CA 92024 (760)633-2710 NOTICE OF DECISION DCD-99-065 July 20, 1999 This letter is to inform you that the Director of Community Development has approved your application for: 99-133 CDP (Leucadia Drainage Project) - Coastal Development Permit to allow the construction of a low flow drainage system along North Coast Highway 101 between Encinitas Boulevard and La Costa Avenue. Project Description and Discussion: The City of Encinitas Engineering Department proposes to construct a low flow storm drain system along N. Coast Highway 101. The project consists of low flow trunk and storm drainage collection facilities at three job sites. The first job site consists of a combination of an open shallow drainage channel and storm drain pipe. The drainage channel (South Channel) will run east of N. Coast Highway 101 between the railroad tracks and Vulcan Avenue just north of Encinitas Boulevard to Basil Street. This channel will collect runoff from both the railroad corridor and Vulcan Avenue. At the downstream end, the channel will connect to an 18-inch RCP storm drain that will collect runoff from an existing sump at Hermes Avenue and Cereus Street. This system will then drain into an 18-inch storm drain that will cross the railroad to the west and tie into a storm drain system in N. Coast Highway 101. The second job site involves a network of storm drain pipes that will collect runoff from several sumps located within and west of N. Coast Highway 101, and the drainage areas in the first job site. The second job site extends from Basil Street northerly along N. Coast Highway 101 to South Carlsbad State Beach just north of La Costa Avenue. Runoff from the first job site and Basil Street will be picked up with an 18-inch RCP storm drain pipe and drained into the main storm drain that runs north along N. Coast Highway 101. Next, an 18-inch storm drain will collect runoff from the sump area on Cadmus Street and drain into the main storm drain,which will be increased in size to a 24-inch RCP. A parallel system will begin at this point to collect runoff from sump areas in the alley running from Daphne Street to Diana Street. This system will consist of several catch basins and an 18-inch RCP storm drain. The parallel system will also collect runoff from the sump area in the park located west of N. Coast Highway 101 at Leucadia Boulevard. The system will eventually drain into the main storm drain along N. Coast Highway 101 at Diana Street. North of this point a series of catch basins will collect runoff from N. Coast Highway 101. The main storm drain will run along N. Coast Highway 101 and tie into an existing 24-inch storm drain that drains into two detention/percolation basins at the South Carlsbad State Beach parking lot. j1c:g:nod:99133cdp i The third job site consists of a combination of storm drain pipes and an open shallow drainage channel. The drainage channel (North Channel) runs east of N. Coast Highway 101 between the railroad tracks and Vulcan Avenue from just north of Leucadia Boulevard to the alignment of Grandview Street. The system starts with an 18-inch RCP storm drain that crosses Leucadia Boulevard and drains into the new channel, and ends with a connection to an existing channel continuing north to and under La Costa Avenue. In addition, inlets and a storm drain will be installed in Union Street and Orpheus to convey ponding water from a sump at that location. Existing development within and adjacent to the project site consists primarily of residential and commercial uses. The commercial uses are located almost entirely along the west side of N. Coast Highway 101. The Railroad runs along the east side of N. Coast Highway 101. The residential uses are located west of N. Coast Highway 101 and east of Vulcan Avenue. Topographically,the project site is relatively flat north to south along N. Coast Highway 101 and the railroad. There are several depressed areas and sumps in the corridor along the Highway and railroad as well as in alleys west of the highway and along Vulcan Avenue east of the railroad. There is also a nearby-related depressed area at Orpheus Avenue and Union Street. These locations have inadequate or nonexistent drainage facilities to relieve chronic ponding and flooding problems. The proposed storm drain system will reduce these ponding and flooding problems. The proposed drainage improvements are part of the City's Capital Improvement Plan. The Engineering Department has conducted an environmental analysis of the project,which resulted in a Negative Declaration that was approved by the State Clearinghouse on May 13, 1999. A standard public notice was issued for the Coastal Development Permit, which allowed for a 10- calendar day public review and comment period. Because the project is located with the Coastal Appeal Zone, an Administrative Public Hearing was held on July 12, 1999. A second Hearing was held on July 19, 1999 to allow for sufficient public notice. Several members of the public were present at the hearings. All were in favor of a drainage project that will improve drainage and flooding problems that currently exist along N. Coast Highway 101. One concern that was raised during the hearing on July 12, 1999 was whether or not the pump station that exists at Glaucus Street will remain and continue to operate. Several residents near Glaucus Street were concerned that the pump station would be removed, and the new drainage system would not be adequate to handle the flooding problems in the area. Kipp Hefner with the City Engineering Department verified during the meeting on July 19, 1999 that the pump station will remain and continue to operate. j1c:g:nod:99133cdp 2 FINDINGS FOR A COASTAL DEVELOPMENT PERMIT STANDARD: Section 30.80.090 of the Municipal Code provides that the authorized agency must make the following findings of fact, based upon the information presented in the application and during the Public Hearing,in order to approve a coastal development permit: 1. The project is consistent with the certified Local Coastal Program of the City of Encinitas; and 2. The proposed development conforms with Public Resources Code Section 21000 and following (CEQA) in that there are no feasible mitigation measures or feasible alternatives available which would substantially lessen any significant adverse impact that the activity may have on the environment;and 3. For projects involving development between the sea or other body of water and the nearest public road,approval shall include a specific finding that such development is in conformity with the public access and public recreation policies of Section 30200 et. seq. of the Coastal Act. Facts: The City's General Plan and Municipal Code are applicable components of the City's Local Coastal Plan. The project consists of the construction of a low flow storm drain system along N. Coast Highway 101 from Encinitas Boulevard to La Costa Avenue. The Public Safety Element of the General Plan specifies goals and policies for the City to develop and implement a master plan for drainage and flood control and to improve local drainage systems. The proposed drainage improvements implement the goals and policies of the General Plan. Conclusion: Since the project complies with the goals and policies of the General Plan, the Community Development Department finds that the project is consistent with the certified Local Coastal Program of the City of Encinitas. In addition,required finding#2 is not applicable since no significant adverse impact is associated with the project. In regard to Finding #3, the drainage improvements located at the northern portion of the project site are to be constructed between the first public road and the sea. However, the drainage improvements will not impact any public access to coastal resources. No aspect of the project has been identified which could have an adverse impact on coastal resources or any natural resources. The approval of this Coastal Development Permit satisfies the requirements of the Encinitas Local Coastal Program. Approval of this Coastal Development Permit applies only to the portions of the drainage project contained within the boundaries of the City of Encinitas. Environmental Review: A Negative Declaration has been prepared for this project, and was acknowledged by the State Clearinghouse on May 13, 1999 (SCH#99041060). j1c:g:nod:99133cdp 3 This approval is subject to the following conditions: SCI SPECIFIC CONDITIONS: SC2 This approval will expire on July 20, 2001 at 5:00 pm, two years after the approval of this project, unless the conditions have been met or an extension of time has been approved pursuant to the Municipal Code. SC6 This project is conditionally approved as set forth on the application and project plans dated received by the City on May 11, 1999 consisting of 21 sheets including Leucadia Drainage Project plans, South Channel Drainage plans and Storm Drain Lines A to G, all designated as approved by the Community Development Director on July 20, 1999. Approved plans shall not be altered without the express authorization of the Community Development Department. SCA All mitigation measures specified in the negative declaration prepared for the project shall be complied with. G1 STANDARD CONDITIONS: CONTACT THE COMMUNITY DEVELOPMENT DEPARTMENT REGARDING COMPLIANCE WITH THE FOLLOWING CONDITION(S): G2 This approval may be appealed to the City Council within 15 calendar days from the date of this approval in accordance with Chapter 1.12 of the Municipal Code. G3 This project is located within the Coastal Appeal Zone and may be appealed to the California Coastal Commission pursuant to Coastal Act Section 30603 and Chapter 30.04 of the City of Encinitas Municipal Code. An appeal of the Planning Commission's decision must be filed with the Coastal Commission within 10 days following the Coastal Commission's receipt of the Notice of Final Action. Applicants will be notified by the Coastal Commission as to the date the Commission's appeal period will conclude. Appeals must be in writing to the Coastal Commission, San Diego Coast District office. This notice constitutes a decision of the Community Development Department only. Additional permits may be required by the Building Department or other City Departments. It is the applicant's responsibility to obtain all necessary permits required for the type of project proposed. The action of the Community Development Director in reference to the above item may be appealed to the Coastal Commission. j 1c:g:nod:99133cdp 4 If you have any questions regarding this determination, please contact Jennifer Coon at the Community Development Department by telephoning(760)633-2717. —54k–X11'1 e-cmµ Sandra Holder Community Development Director jlc:g:nod:99133cdp 5 City Of Encinitas October 9, 2000 John H. Robertus, Executive Officer California Regional Water Quality Control Board 9771 Clairemont Mesa Boulevard Ste. A San Diego, CA 92124-1324 RE: 401 Water Quality Certification for City of Encinitas Leucadia Low Flow Storm Drain Project Dear Mr. Robertus: Attached find an application for 401 Water Quality Certification under the Federal Clean Water Act for the Leucadia Low Flow Storm Drain Project. This is an urban drainage consolidation project which the City of Encinitas needs to solve flooding problems in three areas of the City. The only native cover effected by the project is at the outfall detention basin located at South Carlsbad State Beach which we propose to enlarge in order to maintain current rates of runoff. In this process 0.11 acres of jurisdictional wetlands will be temporarily lost. We propose to restore these wetlands and expand their coverage in the larger detention basin to 0.44 acres of new wetlands to meet the 4:1 mitigation ratio expected by the Coastal Commission for such impacts. Because of the very small amount of wetlands impacted and the anticipated overall net beneficial effects of the project on water quality, we would like to request an exemption from the Water Quality Certification process; however, if that is not possible we are providing you the following documentation to meet your review needs: • Completed Application • Permit Application Fee • Project Alternatives Analysis Summary • Biological Resources Report • Wetland Delineation Report • Wetland Mitigation and Monitoring Plan • Grading and Landscape Construction Documents for Wetland Mitigation Area • CEQA Documentation for the Project In addition we would like to provide you with several additional requests for information in this letter. These are each discussed separately below: TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 W1 recycled paper Storm Water Quality and CEQA Review Completion and Contacts Our Storm Water Quality Review Process was completed May 14, 1999. Our CEQA Negative Declaration was certified June 9, 1999. You may wish to contact our Storm Water Review Contact Kathy Weldon: 760-633-2632 or for further CEQA clarification our Project Planner Jennifer Coon: (760)633-2717. Q-10 and Q-100 Flows Before and After Proiect Construction As discussed in the wetland mitigation plan, there is anticipated to be an increase in peak storm flows after project installation. There is no way to calculate the existing Q's because several of the sump areas are presently being drained through an old pump station that was installed well before the City of Encinitas was incorporated. The City does not have any technical data and performance data on the pump. Furthermore, other sump areas remain flooded for weeks until the City's Vacon truck pumps them out. Sometimes these sump areas will overflow onto Highway 101. The portion of the flood waters that overflow to Highway 101 eventually drains to the pump station. Because of the lack of technical data on the existing pump station it is not possible to accurately calculate the existing Q-10 and Q-100 peak flows. The new values for the 10 and 100 year storm events at the system outfall into Detention Basin 1 will be: Q-10: 11.3 cfs And Q-100: 11.3 cfs. As mentioned in the wetland mitigation plan, outfall rates will not change after project installation because the same size outfall pipes will remain. What will change is the length of flow since a greater total volume of water will move through the system during peak storm events. The amount of this volume for a 10 year event is what was used to size the enlargement of the first detention basin. This enlargement along with the installation of a standpipe will guarantee that flow rates to Detention Basin 2 will not rise above current peak storm levels thus assuring sensitive foredune vegetation is protected there. Proiect Impacts on Beneficial Uses This project will occur in the Batiquitos Hydrologic Subarea 904.51. The Regional Water Quality Control Plan lists 8 potential beneficial uses. The current status of each of these uses and anticipated impacts to them caused by project implementation is discussed below: RECA: Contact Recreational Use The only wetland areas to be impacted by this project are existing drainage channels and a detention basin. The existing wetland channels are dry throughout most of the year as is the detention basin. Therefore no current contact recreation use is possible in the drainages effected except possibly children playing illegally there during major winter storm events. This situation will remain the same after project implementation so there will be no significant effects on this use. REC-2: Non-contact Recreational Use The only current non-contact use of any areas associated with project impacts might be marginal aesthetic enjoyment provided by viewing the wetland vegetation in the bottom of the detention basins. This marginal value would actually be increased after project construction because of the increase in over-all habitat restored. BIOL : Preservation of Significant Biological Habitats Currently about 0.23 acre of wetlands of marginal habitat value exist in the Detention Basin 1 outfall area of the project. This is the only significant cover within project limits. Project installation would temporarily impact 0.11 acres of this habitat but then would replace it with 0.44 acres of new habitat. There occur or potentially could occur several sensitive plant and animal species associated with the second detention basin downstream of the one proposed for enlargement. Without enlargement of the first detention basin these species could be threatened by increased levels of runoff created by the project. Thus project construction will protect these habitats and their associated species from degradation. Additionally, downstream sediment flow into the second basin is anticipated to be significantly reduced because of the addition of a stand pipe to the first detention basin and the addition of oil/water separators at the upstream inlet points to the system. These elements are also expected to improve overall water quality within the drainage. Better water quality and sediment control should benefit all wildlife in the area while the addition of 0.33 acre of new wetlands will provide an expanded use area for species found in this sensitive habitat. Thus the project should have a net overall beneficial effect on biological habitat use and preservation. EST : Estuarine Habitat Use The project drainage area currently drains into the Batiquitos Lagoon after leaving Detention Basins 1 and 2. Because of the small amount of total storm flow which passes through the drainage relative to overall estuary volume and its entry into the estuary so near its outlet to the ocean, this runoff currently has little impact on estuarine habitat use. Although after project construction, total inflows to the estuary will be increased, their rate of flow will remain the same. There may be a minor net benefit to reducing saline levels in estuary waters associated with this increase but it is probably slight. The project should decrease sediment, debris, and pollution transport into the estuary because of the addition of a standpipe to the first detention basin, the creation of additional wetlands to filter storm flows, and the addition of oil/water separator filers at the intakes to the system. Thus project implementation should have a net positive impact on the water quality of storm flows entering the estuary from the drainage and thus better support estuarine life forms which use this habitat. MAR: Marine Habitat Use This project currently has little if any effect on marine habitat use in the hydrologic area. Project construction is unlikely to change this situation. WILD : Wildlife Habitat Use The only area of the project which currently has wildlife habitat values is the detention basin area which is adjacent to the Batiquitos Lagoon Natural Preserve administered by the California Department of Fish and Game. However, the small amount of wetland habitat found in the detention basin to be enlarged creates at present only marginal wildlife habitat value. This value, though still marginal, will increase slightly after project installation since 0.44 acres of wetland habitat will be planted to mitigate for the loss of .11 acres. Even temporal loss of habitat value will be marginal since the impacted wetlands are anticipated to be replanted within 150 days of initial disturbance. Overall wildlife habitat will actually increase after project installation since part of the State Beach parking lot will be converted to new wetlands. RARE: Use by Rare, Threatened, or Endangered Plant or Animal Species No rare, threatened, or endangered plant or animal species was detected in areas to be impacted by this project although several sensitive species were found and other species could potentially occur in the adjacent Basin 2 area. After project installation this situation will likely remain the same. MIGR: Use for Migration or Salt/fresh Water Acclimatization of Wildlife Species The drainage impacted by this project has and will continue to have no use for either fish migration or the acclimatization of animal species to changes from fresh to saltwater environments. Cumulative Impacts We believe cumulative beneficial uses as well as overall project water quality will increase due to this project since it will increase water pollution control and expand wetland habitat values while at the same time protecting sensitive habitats and species. We believe this submittal package provides you with all materials needed to determine either that the City qualifies for exemption from Water Quality Certification or for certification to proceed. Please contact our representative, Brad Burkhart of Burkhart Environmental Consulting (619-521-0303 or Email: b.burkhart@att.net) if you would like to meet at the site to review any issues associated with wetland impacts or water quality. We are concurrently applying for associated permits from the Army Corps of Engineers (Nationwide Permit 43), the California Department of Fish and Game (1601 Permit), and the City of Encinitas (Coastal Development Permit) and City of Carlsbad (Coastal Development Permit). Sincerel , r. Kip �of Associ 6ivil Engineer City eering APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL NO.0710-003 (33 CFR 325) Expires October 1996 Public reporting burden for this collection of information is estimated to average 5 hours per response,including the time for reviewing instructions, searching existing data sources,gathering and maintaining the data needed,and completing and reviewing the collection of information. Send comments regarding this burden estimate of any other aspect of this collection of information,including suggestions for reducing this burden,to Department of Defense,Washington Headquarters Service Directorate of information Operations and Reports,1215 Jefferson Davis Highway,Suite 1204,Arlington,VA 22202-4302;and to the office of Management and Budget,Paperwork Reduction Project(0710-0003),Washington DC 20503.Please DO NOT RETURN your forth to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed activity. PRIVACY ACT STATEMENT Authority: 33 USC 401,Section 10;1413,Secfion 404. Principal Purpose: These laws require permits authorizing activities in,or affecting, navigable waters of the United States,the discharge of dredged or fill material into waters of the United States,and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses: Information provided on thus forth will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided,however,the permit application cannot be processed nor can a permit be issued. One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application(see example drawings and instructions)and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned. (ITEMS!THRU 4 TO BE FILLED BY THE CORPS) 1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED (ITEMS TO BE FILLED BY APPLICANT) 5. APPLICANTS NAME 8. AUTHORIZED AGENT'S NAME AND TITLE(an agent is not required) Kipp Hefner lt. 6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS 505 S. Vulcan Ave. P.O Box 420358 7. APPLICANT'S PHONE NOS.W/AREA CODE 10. AGENTS PH NE NOS.W/AREA CODE. a. Residence N/A a. Residence N/A b. Business b. Business 619 521-0303 11 STATEMENT OF AUTHORIZATION 1 hereby aulhcrizeBrad Burkhart to act in my behalf as my agent in the processing of this application and to furnish,upon request,supplemental i ation in support of this permit application. Al ICANT'S SIGNAT E DATE NAME,LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY 12. PROJECT NAME OR TITLE(see instructions) Leucadia Low Flow Storm Drain System Project 13. NAME OF WATERBODY,IF KNOWN(if applicable) 14. PROJECT STREET ADDRESS (dapplicable) N/A Wetland impacts to take place at South Carlsbad State Beach 15. LOCATION OF THE PROJECT Carlsbad, California San Diego California COUNTY STATE 16. OTHER LOCATION DESCRIPTIONS,IF KNOWN, (see instructions) See maps in water mitigation plan 17. DIRECTIONS TO THE SITE Adjacent to South Carlsbad State Beach parking lot off of Highway 101 near La Costa Blvd. intersection. ENG FORM 4345,Feb 94 EDITION OF SEP 91 IS OBSOLETE (Proponent CECW-OR) 18. Nature of Activity (Description of project,indude all features) See wetland mitigation plan (attached) 19. project Purpose (Describe the reason or purpose of the project,see instructions) See wetland mitigation plan and summary of project alternatives reviewed. (attached) USE BLOCKS 20-221F DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED 20. Reason(s)for Discharge To increase capacity of existing detention basin 21. Types of Material Being Discharged and the Amount of Each Type in Cubic Yards Soil: 42,025 cubic yards cut 936 cubic yards fill 22. Surface Area in Acres of Wetlands or Other Waters Filled(see instructions) 0 . 11 acres temporarily impacted then replaced by 0 . 44 acres of new wetlands. 23. Is Any Portion of the Work Already Complete? Yes No X IF YES,DESCRIBE THE COMPLETED WORK 24. Addresses of Adjoining Properly Owners,Lessees,Etc.,Whose Property Adjoins the Waterbody (If more than can be entered here, please attach a supplemental list). South Carlsbad Sate Beach City of Carlsbad Takeshi Kinoshita Contact:Mike Wells Planning Dept. La Costa Resort & Spa California State Parks-San DiegoCbntact:Eric Munoz 2100 Costa Del Mar Rd, 9609 Waples St. , Suite 200 1635 Faraday Ave. Carlsbad, Calif. 92009 25. r cAions or vats ma s eceived from other F e t A cfes 9W bed in this Application. AGENCY TYPE OF APPROVAL' IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED City of Encinitas Negative Declaration June 10 , 1999 (SCH#99041060) Would include but is not restricted to zoning,building and flood plain permits 26. Application is hereby made for a permit or permits to authorize the work described in this application. 1 certify that the information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duty authorized agent of the applicant SIG E OF A (CANT DAT SIGNATURE OF AGENT DATE The application must be signed by the person who desires to undertake the proposed activity(applicant)or it may be signed by a duly authorized agent if the statement in Block 11 has been filled out and signed. 18 U.S.C.Section 1001 provides that: Whoever,in any manner within the jurisdiction of any department or agency of ft United States knowingly and willfully falsifies,conceals,or covers up any trick,scheme,or di a material fa or makes any false,fictitious or fraudulent statements or representations or makes or uses any false writing or%= d knowing same to contain any false,fictitious or fraudulent statements or entry,shall be fined not more than$10,000 or imprisoned not more than five years or both. 1 t WATER QUALITY CERTIFICATION APPLICATION Please provide the following information for our records when submitting your application for Water Quality Certification. 1. Applicant City of Encinitas-Engineering Department 2. Address 505 S. Vulcan Ave. 3. City, State,Zip Encinitas, California, 92024 4. Applicant Contact Kipp Hefner, Project Manager (include name,phone, fax, email) Phone: (760) 633-2775; Fax: (760) 633-2818 5. Agent(contractor, consultant) NameBrad Burkhart Burkhart Environmental Consulting AddressP.O. Box 420358 San Diego, Calif. 92142 Contact Brad Burkhart (include name,phone, fax, email) Phone: (619) 521-0303; Fax: (619) 521-0333; email:b.burkhart @att.net 6. Project Title Leucadia Low Flow Storm Drain 7. Project Description Project will add 3 small drainage areas to an underground storm drain. Outfall detention basin will be enlarged to handle increase flows. Greater deta 1 �n o close attac ents. 8. Army Corps of Engineers Permit Type(Nationwide Permit WP)Num er, Individual, or General) Nation Wide Permit 43 9. Affected Water Body(ies)(name,hydrologic area and subarea as defined in the Basin Plan) 904 .51 Batiquitos Hydrologic Subarea 10. County(San Diego, Riverside, Orange) San Diego Page 1 of 4 11. Project activity that necessitates the issuance of a Corps of Engineers Section 404 Permit(including Nationwide Permits). (FILL-IN APPROPRIATE BOXES) Wetland Jurisdictional wetland, as determined by current federal delineation protocol. Riparian Characteristic riparian (stream or lakeside)vegetation/habitat,but not jurisdictional wetland Streambed Below normal high water,non-vegetated(may be wet or dry) CUT FILL TOTAL PERMANENT TEMPORARY WETLAND 0 . 11 Ac 0 . 11 Ac RIPARIAN STREAMBED LAKE OCEAN 12. Dredge/Fill Volume(yd 3)_ Cut: 42,025 cubic yards; Fill: 936 cubic yards 13. Proposed mitigation measures (FILL IN APPROPRIATE BOXES IN ACRES) ,ry.4e,• ^ 1��E`.Via+ �7�. .. � �, L' *� MS iyz WETLAND RIPARIAN ISTREAMBED LAKE OCEAN w :: z Z w z ev d : io d $ cv Gt $ co a� $ to d 0 o- v (L X X 0 .44 Ac 14. U.S.Army Corps of Engineers Contact Mark Durham 15. Appropriate Fee(including charge per acre of fill, is it included?) Yes 16. Has your project(e.g.,tentative map)received approval from local government agencies(e.g., City, County)? If yes,please provide the date and contact information (name,phone number, agency). (Attached) Page 2 of 4 17. Has the stormwater management personnel of the local government agency recently reviewed and accepted the proposed stormwater pollution prevention and control measures that you intend to implement? If yes,please provide the date and contact information(name,phone number,agency). Yes (In cover letter) 18. Have you,or a previous property owner,conducted any grading activities onsite prior to the submittal of this 401 application? If yes,please provide the date the grading took place, a description of the extent of grading activities,the date and type of permits received for this grading. Was there a setback from waters of the United states? If yes,please provide the distance of the set back. No 19. Have you previously contacted the Regional Board(Region 9) staff regarding this project? If yes,please provide the dates and contact names, as well as a brief description of the subject matter. No 20. Please complete the following checklist. Included To Be Provided' Not Applicable' ., It Project vicinity and site maps. X Description of entire project. X Summary table of impacts to waters of the U.S. X Q10 and Q100 for pre-and post-project implementation. X Description of offsite drainage leading to and from the project site. X Discussion of direct,indirect,permanent,and tem or im acts. X "' '' i Figure showing mitigation location in relation to impact area. X Figure showing proposed planting. Plant palette. X Mitigation ratios. X Discussion of maintenance,monitoring, success standards,and corrective measures. X , .. Description of wildlife corridors within and adjacent to the project area. X (In mitigation plan) Connectivity too ens ace. X (In mitigation plan) Project boundaries within the MSCP,MHCP, or subarea plan areas. Surroundin land uses. X o- Page 3 of 4 xr b' Sensitive species surveys conducted per USFWS protocol. X Sensitive species present onsite. Detailed figures delineating waters of the U.S., other plant communities,and other aquatic X resources. Discussion of functions and values of waters of the U.S. and aquatic resources. X Measures that will be implemented to maintain X or improve existing water quality(e.g.,filters). Identification of storm drain discharge points. X Description of storm drain discharge points (e.g.,plant communities,flow rates and X volumes periodicity). Figures(including proposed grade)of brow ditches, etc. X Discussion of water quality pre-and post- project implementation. X Measures that will be implemented to maintain water quali durin&construction. X 111 ne " #` Discussion of beneficial uses identified in the X Basin Plan for the project area. Discussion of impacts(construction,life of project to beneficial uses. X Cumulative impacts within the watershed. X Certified CE QA document. X Copy of ACOE,CDFG,Coastal Commission, and other applicable permits 1. If an item is to be provided,please provide the expected delivery date; if an item is not applicable,please explain why. Page 4 of 4 NOT'F7C.ATiw of LAKE oR.STRFAMBED ALTERATION OonUnuet NameofApjilicant: City of Encinitas, California PMJect Description Project Name: Leucadia Low Flow Storm Drain Project Proposed Winter Proposed 120 wor Project Number of Stream Encroachments: start[late: lCompletionDats: idays 1 a @*t: $ 3 5 0 0 gDnber Harvest Plans only ago Describe project below: (Attach separate pages If necessary) See attached project description in wetland mitigation plan, alternatives analysis, biotechnical report, and wetland deliniation report. ❑Continued on separate page(s) Attachments/Enclosures Attach or enclose the repuireddocuments listed below and check the corresponding boxes. n Project description ®Map showing project location.Including distances and/or directions T10pertaining Constriction plans and drawings from nearest sty or town I n mitigation 1 a n to the project Attach or enclose the documents Nsted below,If complete,and check the corresponding boxes. Completed ®Negative Declaration ❑ Environmental Impact Report ❑ Notice of Exemption CEQ/1 documents: ❑Mitigated Negative Declaration ❑ Notice of Determination Coples of applicable ❑Local. Describe: local,State,or federal pwmka.agreenents, ®state. Describe:,California Coastal Comission. & R.W.Q.C.B or other authorizations: 1L-2jFwers1. Dsscdbe: US Army Corps of Engineers 404 Clean Water Act P rmit I hereby oerilfy that all Information contained in this notification Is true and correct and that I am authorized to sign this document. I understand that In the _ event this information is found to be untrue or incorrect,I may be subject to civil or criminal prosecution and the Department may consider this notifation to be incomplete and/or cancel any Lake or Streambed Alteration Agreement Issued pursuant to this notification. I understand that this notification Is valid only for the project described herein and that I may be subject to clvff or criminal prosecution for undertaking a project that dMers from the one described herein,unless I have notified the Department of that project M accordance with section 1601 or 1603 of the Fish and Game Code. I understand that a Department representative may need to Inspect the property where the project described herein will take place before Issuing a Lake or Streambed Alteration Agreement pursuant to this notification. In the event the Department determines that a site Inspection is necessary,I hereby authorize the Department to enter the property where the project described herein will take place to inspect the property at any reasonable time and certify that I am authorized to grant the Department permission to access the property. ❑I request the Department to first contact me at(Insert telephone number) to schedule a date and time to enter the property where Me project described herein wig take place and understand that this may delay the Department'&evaluation of the project described herein. Operator or Operators Representative Date Form F02023: (Revised IIIIV99) For p;pa�Use ONy Notification Number. Date Received: Oete : Fees Enclosed? ❑ Yes S -- ❑ No Action Taken/Notes' STATE OF CAUFORNIA THE AGENCY DEPARTMENT OF FISH ANO GAME NOTIFICATION OF LAKE OR STREMBED ALTERATION (See affachment/endosure for insbUcfiOnS) Notification Type 1601(Public) ❑ Timber Harvest Plan (No. ) ❑1603(Private) ❑ Commercial Gravel Extraction N/A (No. ) ❑ Water Application (No. ) Applicant Infonwdon Name Address TelephoneWAX AaPlcw* City of Encinitas ity of Encinitas-Engine :-(760) 633-277 ' Contact: Kipp Hefner 05 S. Vulcan Ave. Fax Business: Operator. Same as above Fax: Business: C X*Wia: (11 known) N/A Fax ContactPeraw., Brad Burkhart Burkhart Environmental 8 619) 521-0303 (ffo& ppwano Burkhart Environmental P.O. Box 420358 Fs, (619) 521-0333 ' x:(858) 755-974 Property owner. State of California State Parks Department Parks DepartmeRt ' 9609 Waples St. , Suite 2 ox San Diego, Ca i . 9 Project Location Location See attached negative declaration, Biology Report, Wetland Description: Mitigation Plan, and Alternatives Analysis. County Assessor's Parcel Number San Diego 2 6-041-25 and 216-041-23 USGS Map Township R=W See"" l atlWdeA.or�ifude N/A N/A N/A N/A N/A Name of River,Stream,orl..ak.: Unnamed drainage Tributary To? Bati uitos Lagoon (Revised 11118M) Form FG2023 ProjedQuesdowwm Lake and Stre imbed Alteration Program Project Questionalre Pleas complete the following questionnaire and submit it with your notification package to expedite the Department's'. review of your proposed project or activity.Please attach or enclose apy additional information or documents drar support or relate to your reywnsG FMaybe/ Please explain if you responded Ye-s [Uncertain Fo "a a or Ktnaybe/uncertain" FF I.Will the project or activity involve work on the X rainage detention bas i bank of a Hues,stream,or lake? 2.If you answered"yes"to#I.will the project or I activity involve any of the following: f— . a.Removal of any vegetation? X 0 . 11 Acre of wet 1 and s b.Excavation of the bank? 1 X Enlarge detention basin c.Placement of piers? X d.Placement of bank protection or stabilization structuM or materials(e.g.. gabions.rip-rap,concrete slurryisacks)? X 3.Will the project or activity take place in. X adjacent to,or nlar a river that has been designated as"wild and scenic:'understate or federal law? 4.Will the project or activity involve work in the bedorchannelofariver.stream.orlake? X — detention basin bottom S.'Willtheprojeotor activity involve the X inlet and outlet struct res ptaoement of any permanent or temporary structure in a river,stream,or lake? at detention basin 6.Will the project involve the use of material[roan ��� a atreambdd? X -F X 7.Will the project or activity result in the disposal or deposition of debris,waste,or other material in I a river,stream:-or take? a.If you answtrod`yes"tq 117.describe the material that will be disposed of or . deposited in the river stream,or,lake: g.Wil;any type.of equipment be used in a river. �- strea stream; take? X Surface grading equipme t m. 1 a.If you answered"yes'to#R,describe the er form excavation type of equipment that-will be used: As needed to p widening of detention basin 9.Does the project or activity area flood or Fyx cally become inundated with water? �- 10.Will water need to be diverted from a river, F � Probably not if detenti n stream,or take for the project or activity? i I X work done in dry season I t.if you answered"yes"to*10.*please answer the fo ll owing: FX- a Will this bo a temponuy diversion" �� I f needed no more than 120 days Project Questionnaires �>-L b.Will,water quality be affected by..the deposition of silt,an inci+ease in water temperature,A change in the pH level,orin X Best management practice some other way? will be used to avoid water quality impacts c.Will the water be diverted by means of a dam.reservoir,or other water impoundment structure? F 12.Will the project activity be done pursuant to FF IX � a water right application or permit? 13.Has a wildlife assessment or study been completed for the area where or near where the Bioreport is attached project.or activity will take place?(If-yes".please X (No focus surveys) attach or enclose a copy of the assessment or study_) amphibians,project or activity affect fish, ���F_ amphibians,insects,or other aquatic rtsourres? 15.Will the project or activity affect terrestrial a mpo r a r i t y until wildlife? X . 1. abitat is re—establishe 16.Are any endangered or rare plant species thought or known to.occur in the area where the X proposed project or activity will take place? 17.Are any endangered or threatened fish,bird,or animal species thought or known to occur in the area where the proposed project or activity will take place? Fx.1_ -18.Have You contacted any other local,State,or oa s to l Conti s s ion and federal agency regarding the project or activity? n. I ' � apr)lied for a.ifyouanswered"yes to#Ig.pieaselist alifornia Coastal Comission the names of the agencies you have contacted: Regional Water Qualit y Control Board 19.Have you applied for or obtained any permit, agreement,or other authorization for your. project X or activity from any government Agencyt a.If you answered`Yes"to#19,please list the names ordescrrbethepermit, All of the above plus 404 Clean Water agreement.or authorization you have Act permit _ applied for or obtained: 20.Have any environmental documents to YOF project or activity been prepared? pertamung a If you answered`Yes"to#20,please list the environmental documents that have Initial Study and Negative Declaratiorl been prepared. (Attached) I hereby cert ,that all information contained in this notification is true and correct and that I ant authorized to sign this document.I understand that in the et+egl this information it found to be untrue or incorrect..1 mciy be subject to civil or criminal prosecution and the Department may.consider this notification to be incomplete and/or cancel any Lake or Streambed Alteration Agreement issued pursuant to this notification. Operator or Operator's Representative Date F02024.HTML AM/99 e� Y City Of L Encinitas October 9, 2000 Mark Tucker U.S. Army Corps of Engineers-Regulatory 16885 West Bernardo Dr. Ste. 300A San Diego, CA 92127 RE: Nationwide 43 Permit Application City of Encinitas Leucadia Low Flow Storm Drain Project Dear Mark: Attached find our application for a Nationwide 43 Permit for the Leucadia Low Flow Storm Drain Project. This is an urban drainage consolidation project wherein the City of Encinitas needs to solve flooding problems in three areas of the City. The only native cover effected by the project is at the outfall detention basin located at South Carlsbad State Beach. The City proposes to enlarge this basin to maintain the current rates of runoff. In this process 0.11 acres of jurisdictional wetlands will be temporarily lost. We propose to restore these wetlands and expand their coverage in the larger detention basin to create 0.44 acres of wetlands. We believe this project meets the conditions for the Nationwide 43 Permit because the loss of wetlands is below 0.5 acre and its purpose is to expand an existing drainage facility. As per your requirements, we have included the following attachments to meet your permit review needs: • Signed and Completed Application • Project Alternatives Analysis Summary • Biological Resources Report •Wetland Delineation Report •Wetland Mitigation and Monitoring Plan • Grading and Landscape Construction Documents for Wetland Mitigation Area • CEQA Documentation for the Project We believe our plan will meet all your agency's expectations for wetland mitigation on this project. Please let our representative, Brad Burkhart of Burkhart Environmental Page 1 of 2 TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 � recycled paper Consulting (619-521-0303 or Email: b.burkhart@att.net) know if you would like to meet at the site to review issues associated with wetland impacts or their mitigation. We are concurrently applying for associated permits from the California Department of Fish and Game (1601), the Cities of Encinitas and Carlsbad (Coastal Development Permit) and the Regional Water Quality Control Board ( Water Quality Certification). We will forward you a copy of the 401b Water Quality Certification or exemption as soon as it is received. Sincere y, Q Kipp efner, Asso i ate Civil Engineer City of Encinitas-Engineering Page 2 of 2 \ .y city Of Encinitas October 9, 2000 Tamara Spear California Department of Fish and Game South Coast Region, Region 5 Lake and Streambed Alteration Program 4949 Viewridge Avenue San Diego, CA 92123 RE: 1601 Streambed Alteration Permit Application for City of Encinitas Leucadia Low Flow Storm Drain Project Dear Ms. Spear: Attached find an application for a 1601 Streambed Alteration Permit for the Leucadia Low Flow Storm Drain Project. This is an urban drainage consolidation project which the City of Encinitas needs to implement to solve flooding problems in three areas of the City. The only native cover effected by the project is at the outfall detention basin located at South Carlsbad State Beach which we propose to enlarge to maintain current rates of runoff. A total of 0.11 acres of jurisdictional wetlands will be temporarily lost to detention basin expansion. We propose to restore these wetlands and expand their coverage in the enlarged basin to 0.44 acres of new wetlands. As per your requirements we have included the following documentation in this submittal package to meet your needs: • Signed and Completed Standard Notification of Streambed Alteration Form • Signed and Completed Project Questionnaire • Check for Permit Fee: $772.75 • Project Alternatives Analysis Summary • Biological Resources Report • Wetland Delineation Report • Wetland Mitigation and Monitoring Plan • Grading and Landscape Construction Documents for Wetland Mitigation Area • CEQA Documentation for the Project TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 recycled paper We believe our plan will meet all department expectations for wetland mitigation on this project. Please contact our representative, Brad Burkhart of Burkhart Environmental Consulting (619-521-0303 or Email: b.burkhart@att.net) if you would like to meet at the site to review any issues associated with wetland impacts or their mitigation. We are concurrently applying for associated permits from the U.S. Army Corps of Engineers (Nationwide Permit 43), the City of Encinitas (Coastal Development Permit), the City of Carlsbad (Coastal Development Permit), and the Regional Water Quality Control Board (Water Quality Certification). Sincerely, Kipp H er, Associate Civil Engineer City of Encinitas-Engineering 12-14-200 11 :29AM FROM WEST CONSULTANTS 8584879448 P_ 1 WEST Suite Bernardo Plaza Court Suite 140-B San Diego, CA 921282417 . .. .: : . ._ - (858) 487-9878 CONSULTANTS. i N C. (858) 487-9448 Fax FAX TRANSMITTAL TO FIM . �D:Ty OF �N CYQ=A:5 ATTENT ON: Mk_ kJ42P HEFWig� FAX NO. (-766) 633 - 281$ OFFICE. O.: (160 633 -27 5 FROM: A, 1A' 6u-sn-N DATE: 12 f O� TIME: LO: 30AM REGARD NG/PROJECT NAME: L. UGPsb Drar� �1�-IISYGT COMMENTS: Tl �F- T-lix7 I 5 -moo �oi2 �or�T T W x " F=�Ouer-ps 4As 7 f - cr-( 1`715 --r-F Gov Iz �r� s TOTAL IUMBER OF PAGES, INCLUDING COVER PAGE: lid 12-14-200 11 :30AM FROM WEST CONSULTANTS 8584879448 P. 2 DRAFT DETENTION BASIN EVALUATION LEUCADIA.DRAINAGE PROJECT December 14, 2000 Prepared for. City of Encinitas, California Submitred by: I, VAEST CONSYt'TANTS.INC. WEST Consultants, Inc. 11848 Bernardo Plaza Court, Suite 140-B San Diego, CA 92128-2418 I 12-14-200 11 :30AM FROM WEST CONSULTANTS 85848794/8 P. 3 TABLE OF CONTENTS LISTOF Tj 1 BLES....................................................................................................................ii LISTOF F1 3URES .............................................................................................ii 1. INTR UCTION..............................................................................................................1 1.1. E ackground and Purpose...........................................................................................1 1.2. ainage Improvements............................................................................................1. 2. HYDR LOGY...................................................................................................................2 2.1. ainage Subarea Delineation...................................................................................2 2.2. F drograph Development.........................................................................................2 2.2.1. Type B Storm Distribution...........................................................................2 2 .2. SCS Method for Computing Runoff............................................................6 3. HYD ULIC MODELING..............................................................................................9 3.1. S M Overview...................................................................... ....9 ........................... 3.2. E KTRAN (SWMM)Application..............................................................................9 4. RESUI S AND CONCLUSIONs...................................................................................10 4.1. in Inflow and Outflow.......................................................................................10 4.2. in Water Surface Elevations-.- I0-year Storm...................................................10 4.3. Bisin Water Surface Elevations—50-year and 100-year Storms...........................10 5. REFET ENCES.................................................................... ...... ............14 APPENDICES Appendix Results of Percolation and Permeability Testing Appendix H WMM 4.4 EXTRAN Input Data File r 12-1d-200 11 :30AM FROM WEST CONSULTANTS 8564679448 P. d LIST OF TABLES Table 1. El vation-Area-Capacity Relationships for Basins. ...................................................3 Table 2. T e B Storm Distributions for 10-year, 50-year, and 100-year Recurrence Inrvals.......................................................................................................................7 Table 3. Su 5area Data for Development of SCS Runoff Hydrographs....................................8 LIST OF FIGURES Figure IA. rainage Area Map—South...................................................................................4 Figure 2B. rainage Area Map—North. ..................................................................................5 Figure 3. drographs for Basin 1 Inflow and Outflow— 10-year, 24-hour Storm Event.....12 Figure 4. B Lsin Water Surface Elevation vs. Time— 10-year, 24-hour Storm Event.............13 A II 12-14-200 11 :31AM FROM WEST CONSULTANTS 8984879448 P. S 1. INTIR DUCTION. 1.1. TAtrequest ND AN SE of the City of Encinitas, WEST Consultants, Inc. has conducted a evaluation for the proposed Leucadia Drainage Project serving the City of End iitas, California. Runoff from the proposed project will discharge into two connected basins, which are loca within South Carlsbad State Beach. The smaller basin(Basin 1) discharges to the largd r basin(Basin 2). The design goal during the 10-year storm event is that the maximum water surface elev tion in Basin 2 does not exceed elevation 7.0 feet, NCYVD. This goal is specified in or to protect endangered species habitat above elevation 7.0 feet. The purpose of this stud is to evaluate the maximum flooding elevation in Basin 2 under the 10-year storm. In dition, the maximum flooding elevation in Basin 2 is evaluated for the 50-year and 100 ear storms. Thi hydrologic evaluation was conducted by A. Jake Gusman, P.E., with the assistance of F amesh S. Chintala and Iwan M. Thomas. Technical review and oversight was pro ded by Brian J. Doeing,P.E. 1.2. D A__QVEMEMU The roposed Leucadia Drainage Project improvements (City of Encinitas, 1999) include the llowing improvements: E en Drama a Channel — An earthen drainage channel / swale will be constructed on the ast side of the San Diego Northern Railway from approximately 600 feet south of Orp eus Avenue to 540 feet north of Orpheus Avenue, where it will join an existing drai age swale. Runoff will flow north along the swale, entering the main storm drain just i ouch of Union Street. Mai Storm Drain Line Installation — A 24-inch storm drain line is proposed for inst lation adjacent to the San Diego Northern Railway from Union Street to Basin 1. The torm drain line will be constructed of reinforced concrete pipe (RCP) from Union Stre t'to approximately 750 north of Grandview Street (Station 92+00); and of Hobas or Pol rete pipe from Station 92+00 to Basin 1 (Station 112+18). Lat al Storm Drain Line — A number of lateral storm drain lines are pro sed, including Line"A"(entering main storm drain Station 19+94; originating from Cer s Street), Line "B" (Station 20+76 at Basil Street), Line "C" (Station 25+25 at C us Street), Line"D" (Station 34+26 at Europa Street), Lines "E" and "F" (Station 39+ 4 at Leucadia Boulevard), and Line "G" (Station 44+14 at Jasper Street). Three add ional lateral connections are shown on the project plans; however they are unnamed. 1 12-14-200 11 :31AM FROM WEST CONSULTANTS 8S84879d48 P. 6 For a purposes of this study, they.are referred to as Connection 1 (Station 37+35; south of 1rucadia Boulevard), Connection 2 (Station 60+15; north of Phoebe Street), and Co ection 3 (Station 84+95 at Grandview Street). In addition, a lateral (Connection 4) not s iown on the project plans will be added at Station 97+50 (conversation with Kipp He r, City of Encinitas,December 6, 2000). Basi 1 Ex anion — The capacity of Basin 1 will be increased to 3.7 acre-feet at elev tion'14 feet. 'A small portion of the parking lot at South Carlsbad State Beach will be r oved to accommodate regrading and expansion of the basin. A 48-inch CMP riser pipe inlet elevation= 10 feet,NGVD) will be constructed in Basin 1, which will connect to t existing culvert between Basin 1 and Basin 2. The capacity of Basin 2 (12.0 acre- feet t elevation 11• feet) will not be increased. Elevation-area-volume relationships for the ins are provided in Table 1. 2. HYDROLOGY 2.1. EA D>ELINE Drai age subareas were delineated based on:, (l) a ,field visit by WEST Consultants, Inc. with pp Hefner of the City of Encinitas; (2) the City of Encinitas Master Drainage Plan 400-Scale Topography map with 5-foot contour interval (City of Encinitas, 1989); and (3) t I ie Leueadia Drainage Project improvement plans(City of Encinitas, 1999). A t al of 14 subareas were delineated, as shown on the drainage area map (see Figures lA grid 1B). The total drainage area is approximately 283 acres (0.44 sq. mi.). 2.2. H RA Hy ographs were developed for each subarea using a 24-hour rainfall distribution in conj ct'on with the Soil Conservation Service (SCS) method. Alternate approaches for dev oping the runoff hydrographs; such as the Modified Rational Method and other peak Bo based methods, were investigated. However, none of these methods was selected bee a they generally underestimate the runoff volume and are not recommended for dete mining basin-storage volumes (Walesh, 1999). In c ntrast, using the 24-hour storm distribution with the SCS method provides more con rvative volumetric results. The storm distribution and SCS Method are described in gre r detail below_ 2.2.1. TypJ0 Storm Distribution Acc rding to the San Diego County Hydrology Manual, the Type B storm distribution is to b used as the 24-hour duration design storm in western (i.e., non-desert) San Diego Cou ty. 2 12-14-200 11 :32AM FROM WEST CONSULTANTS 858A879AA8 p. 7 Table 1. levation-Area-Capacity Relationships for Basins. Elevati n Area Volume(l) (ft) (ft) (acres) (gal) Basin 9 5 6,208 0.14 0 0 6 7,956 0.18 7,081 52,970 7 11,404 0.26 16,760 125;374 8 15,280 0.35 30,100 225,164 9 17,924 . 0.41 46,710 349,415 10 19,864 0.46 65,600 490,722 11 21,748 0.50 86,410 646,392 12 23,660 0.54 109,100 _ 816,125 13 25-75241 0.59 133,7001 1'000,146 14 27,416 0.63 160,2001 1,198,379 Basin 2 5 9,904 0.23 -0 -0 6 41,932 0.96 26,440 197,785 7 77,276 1.77 86,510 647,140 8 97,440 2.24 173,900 1,300,862 9 109,264 2.51 277,200 2,073,600 10 125,044 2.87 394,400 2,950,317 11 133,100 3.06 523,500 3,916,052 (1) Storage lume in each basin was calculated by the Storm Water Management Model(SWMM). NUT FAXED 3 � � 12-1d-200 11 :32AM FROM II"7ST CONSULTANTS 85848i9d48 p_ 8 The umulative Type B distribution is given in Table 2. In addition, listed in Table 2 arc the 0-year, 50-year, and 100-year storm distributions which are based on the Type B dis ution and the 24-hour rainfall amounts for Encinitas, California. The 24-hour rain ill values are taken from the isopluvial maps given in the County Hydrology Mar ial. 2.2.2. SCS Metbod for Computing o f Run ff from each subarea was estimated using the SCS method, as described in the San Dietp County Hydrology Manual. The composite SCS curve number (C1) for each subarea was estimated based on: (1) soil survey maps (SCS and Forest Service, 1973), (2) t e City of Encinitas zoning map (dated August 18, 2000), and (3) the curve number desc 1ptions given in the Hydrology Manual. The composite curve number for each sub ea takes the percent impervious area into account. Lag times for the SCS method were originally calculated using the empirical relat onships given in the Hydrology Manual. However, given the small size of many of the bareas (7 to 10 acres), the empirical relationship was giving unrealistically small lag I mes. For this reason, the typical lag relationship for ungaged watersheds was used (SC , 1986): T,ag=0.6 Te whe e TIeg=lag time(min), and Tv=time of concentration(min) Timi of concentration is calculated as the sum of travel times for sheet flow, shallow con ntrated flow, and channel flow(SCS, 1986). For he coast region of San Diego County (including the City of Encinitas), the Hyd i ology Manual specifies that an antecedent moisture condition (AMC) of 1.5 be used for orm frequencies of 5 to 35 years, and an AMC of 2.0 for storm frequencies of 35 to 150 years. Table 3 lists subarea data for development of SCS runoff hydrographs, inch ing area, soil group,curve number,time of concentration, and lag time. A b sin model with each of the drainage subareas was created using the HEC-HMS (Hy ologic Modeling System) computer program (Hydrologic Engineering Center, 200 . With the cumulative 24-hour storm distributions as precipitation input, HEC- HM was used to calculate a runoff hydrograph for each subarea using the SCS method. The individual hydrographs were used as input to the drainage system hydraulic model, whi is described in the next section. 6 12-14-200 11 :33AM FROM I"'uST CONSULTANTS 8584879448 P. 9 Table 2. T e B Storm Distributions for 10-year, 50-year,and 100-year Recurrence Intervals.(') CUMULATIVE STORM DISTRIBUTIONS(ENCINITAS,CA Time pip.(2) 10-year 50-year 100-year (hr) (in) (in) (in) .0 01000 0.000 01000 OF .51 0.009 0.025 0.032 0.036 .01 0.016 0.045 0.056 0.064 .5 0.025 0.07.0 0.088 0.100 .0 0.034 0.095 0.119 0.136 .5 0.045 0.126 0.158 0.180 .0 0.054 0.151 0.189 0.216 .5 0.065 0.162 0.228 0.260 1.01 0.077 0.216 0.270 0.308 1.51 0.090 0.252 0.315 0.360 '01 0.104 0.291 0.364 0.416 .51 0.120 0.336 0.420 0.480 01 0.137 0.384 0.480 0.548 .51 0.157 0.440 0.550 0.628 ..01 0.180 0.504 0.630 0.720 17.51 0.210 0.588 0.735 0.840 1.W 0.255 0.714 0.893 1.020 .5 0.322 0.902 1.127 1.288 .0 0.410 1.148 1.435 1.640 .5 0.506 1.417 1.771 2.024 .0 0.588 1.646 2.058 2.352 .5 0.629 1.761 2.202 2.516 1.0 0.656 1.837 2.296 2.624 .5 0.679 1.901 2.377 2.716 .0 0.700 1.960 2.450 2.800 5 0.720 2.016 2.520 2.880 .0 0.739 2.069 2.587 2.956 .5 0.756 2.117 2.646 3.024 .0 0.772 _2.162 2.702 3.088 .5 0.790 2.212 2.765 3.160 .0 0.800 2.240 2.800 3.200 .5 0.816. 2.285 2.856 3.264 .0 .0.831 2'.327 2.909 3.324 .5 0.845 2.366 2.958 3.380 .0 0.860 2.408 3.010 3.440 .5 0.872 2.442 3.052 3.488 .0 0.885 2.478 3.098 3.540 .5 0.895 2.506 3.133 3.580 .0 0.905 2.534 3.168 3.620 .5 0.914 2.559 3.199 3.656 .0 0.924 2.587 3.234 3.696 .5 0.935 2.618 3.273 3.740 .01 0.945 2.646 3.308. 3.780 .51 0.954 2.671 3.339 3.816 .0 0.963 2.696 3.371 3.852 5 0.972 2.722 3.402 3.888 .0 0.981 2.747 3.434 3.924 .5 01991 2.775 3.469 3.964 .0 1.000 2.800 3.500 4.000 (1) From Hydro!Vy Manual,County of San Dlego (1993) (2)P/P2d=Cumu i itive precipitation/total 2d-hour precipitation . 7 12-14-200 11 :33AM FROM WcST CONSULTANTS 8584879448 P. 10 I o ao � c0 o c� • et r. Q ti o c o Lo <D co OD N c'M N t- r O> to Lo N r t V M O N ci ci c0 O cO ci O d ^ N C_ v M O O 'r O Q 0 g c7 O r O O O O O O O O O Wi G � II cp Lo w c0 0 w c0 0 t: to ti c0 w a � 0 Lo Ln O CO w m r ap c7 I['i N to lD C „ ao O q c0 m m cq In un In ur un o w C O O O O O O 0 O 0 0 0 Oo T N m 6 U ai N = 11 m o m V o c0 1� m m m n ao o> cn U E 5o _ ' v U 0 1 a L 67 _ j C W 0 Z 5 H E > ¢ 0 80 + BE 7FD Q a a ¢ a a a a a > o � A 0 a m cd O m qr 1- 0! cA d N Cf $ca E cd RS a to c7 d LD N m t n u ❑ � � T GA L 11 G M p O O o 0 0 0 0 0 o c 0 O p E o f m m S? A 2 O 1[1 O cn O M O IW O W O LA p y a GI r r N N crl c7 Q Q 11> c(> C) a s In 12-14-200 11 :34AM FROM W" ST CONSULTANTS 8584879448 P. 11 3. HYDI LAULIC MODELING The Storin Water Management Model (SWMM), Version 4.4gu, was used to simulate the drainage. system improvements of the Leucadia Drainage Project, and to evaluate the project's effect on the maximum water surface elevation in Basin 2. The SWMM com titer program and its application to this study are described below. 3.1. v vIEw S which was developed for the U.S. Environmental Protection Agency, is a wid y used computer program for.modeling both the quantity and quality of storm water run An extensive collection of literature has been produced on the application of the S program,which has been continuously improved since its first release nearly two dec es ago. In addition, SWMM is approved by the Federal Emergency. Management Age cy (FEMA) for use in flood insurance studies. PC-SWMM (developed by Co utational Hydraulics, Inc.) provides a Windows interface to the DOS-based SWI,fM program, and was used for this study. S is comprised of a number of hydrologic/hydraulic simulation modules, as well as data anagement modules. For this study, only one module—EXTRAN—was required. EX is a hydraulic flow routing model for open channel and/or closed conduit syst s. The module performs dynamic routing of stormwater flows through the storm drai system, and will simulate freer-surface flow, pressure flow or surcharge, backwater and ow reversals, weir and orifice flow, pumping facilities, and storage facilities such as detention basins(James and James, 2000). 3.2. W . APPLICATION The WMM module EXTRAN was used to model the drainage channel/swale, main sto drain line, and basins. The drainage channel/swale is modeled as a natural channel, the ain storm drain line as a closed conduit system, and the basins as storage junctions. Lat al storm drain.lines are not explicitly modeled in EXTRAN, but are included in the time of concentration calculations (channel travel time) for each subarea (see Section 2.2.1). In the model, runoff hydrographs are input directly to the main storm drain pipe at the cations of laterals, using the K3 lines in EXTRAN. It should also be noted that ston i i drain inlets are not modeled explicitly. The basins are modeled as storage junctions for which depth-surface area relationships are ' put, and depth-storage capacity curves are calculated by EXTRAN. A riser pipe in Basi 1 1 is connected to a culvert, which carries flow from Basin 1 to Basin 2. The riser pipe inlet is modeled using a slot weir, the riser pipe as a junction, and the culvert as a star and conduit. A weir cocfficient of 2.67 was used for the riser pipe inlet. A sen ivity analysis of the weir coefficient(i.e., using a value of 3.0) showed no change to the aximum water surface elevation in Basin 2. There 'is no outlet from Basin 2; how ver, basin overtopping may occur and is approximated using a weir spillway at elev tion 11.0 feet. 9 12-14-200 11 :35AM FROM UIFST CONSULTANTS 8584879448 P. 12 r Pere lation from each basin is modeled using a pump in EXTRAN, whose discharge is base on the water surface elevation and corresponding surface area, in conjunction with the eld-measured percolation rates. Field-measured stabilized percolation rates are 18 mi n for Basin 1 and 25 min/in for Basin 2 as shown in Appendix A (Geopacifica, 200 . The EXTRAN input file for the 10-year storm is provided as Appendix B. 4. RES1 LTS AND CONCLUSIONS 4.1. §AA X INELOW AJXD OUTFLOW Fig e 2 presents the inflow to Basin 1 from the Leu.cadia drainage area, as well as the ou w from Basin 1 to Basin 2 via the riser pipe, for the 10-year, 24-hour storm. The pe inflow to Basin 1 is 18.9 cfs. Basin 1 peak inflow values for the 50-year and 100- year: torms are 26.7 cfs and 28.4 cfs, respectively. 4.2. WATER RFA —JkXFARJT0RM Fig e 3 presents the water surface elevations in Basin l and Basin 2 versus time for the I 0- ar, 24-hour storm. Perj;olatiort from the hasins is taken into account in these results. The water surface in Basin 2 exceeds elevation 7.0 feet for approximately 14 hours of the 32- ur simulation period. During the time in which elevation 7.0 feet is exceeded, the mea water surface elevation is 7.4 feet, with a. maximum elevation of 7.6 feet. These resu s are based on the percolation rates provided by the geotechnical consultant (Ge acifica, 2000), and on the full capacity of the basins being available for storage. The .sensitivity of the computed Basin 2 elevation was analyzed with respect to the pert lation rates used. For the case in which percolation from both basins is ignored, the wat surface in Basin 2 reaches a maximum elevation of 1.0.3 feet for the 10-year storm. If p eolation rates are assumed to be 50% of the field-measured values, then Basin 2 reac es a maximum elevation of 8.8 feet for the 10-year storm. 4.3. F EVA ', N —50-Y AR AND 1097Y-EAR SMEM-s D ig the 50-year and 100-year storm events, EXTRAN simulations show significant surf c flooding at four model junctions: (1) th; beginning of the storm drain pipe (Sta on 11+16); (2) the junction where Line "D" enters (Station 34+26); (3) the junction whe Lines "E" and "F" enter (Station 39+74); and (4) the junction where Connection 2 ente (Station 60+15). Surface flooding occurs when the hydraulic grade line at a jun 'on reaches the maximum surcharge elevation. For bolted-down manholes, this is the stimated maximum pressure the manhole can withstand. Due to the set-up of the mo 1, overflow at these junctions is lost from the system. For the 50-year storm, 15% of the flow volume is lost to flooding, while 24% of the inflow volume is lost during the 100 ear storm. In order to fully account for this flow, a more detailed analysis including 10 12-1d-200 11 :35AM FROM u'FST CONSULTANTS 8584879448 P. 13 the d valuation of inlet capacities, as well as explicitly modeling lateral storm drain lines, wou I i be required. For he 50-year storm with percolation from the basins included, the water surface in Basi 12 reaches a'maximum elevation of 11.1 feet, based on an overtopping elevation of 11.0 feet. The water surface in Basin 2 for the 100-year storm also reaches a maximum elevil tion of 11.1 feet, although it reaches the overtopping elevation more rapidly than durit g the 50-year storm. For both the 50-year and 100-year stones, Basin 2 experiences ove pping, whether or not percolation is included in the simulation. A s mary of results is provided for all three storm events is provided below. SI orm Maximum.Basin 2 Notes Elev. (fit,NGVD) 10 ear 7.6 Percolation included in simulation. 50 fear 11.1 Basin 2 overtops,with or without percolation modeled. 10 year 11.1 Basin 2 overtops,with or without percolation modeled. 11 12-1d-200 11 :3SAM FROM UIFST CONSULTANTS 8584879448 P_ ld I `„ I ch i i i I ' I I I N i i I 3 N 0 ..r N 3 c O in ^ j m W Q E c i C O O I r L j ry c .c m .s CL m `~ I E N ~ o •s R i ! 3m eo o � o i oo N '` 3 ° 3 G � � o r- � � x O I N L l 4 U LL co I 3 o c � I CL i i i I � i o Lo o No)Mold 12-1d-208 11 :36AM FROM WEST CONSULTANTS 8584879448 P_ 15 rNi I , N i i � I d •� N Z e = 5 N C c lC Gl Ioas E " > o � m � W ids 43 o4° a � 2 y ? N Go N }' m - > W N d o Z O2 W 2 d m i 2 I c Nom° Q i ! I X09 � N m' I i im IV C d I oiwa .ri � Z y E N i al O j i $ i M 43 m i Go I i G N O � t6 � I I I w C O N d i � N C � co I m Ak .- O O CO lA r a'- (4) UOIINA013 938JJnS Ja;eM 12-14-208 11 =3GAM FROM "iF'ST CONSULTANTS 8584879448 P- IG 5. REF RENCES City 3f Encinitas (1989). City of Encinitas Master Drainage Plan 400-Scale Topography. She ts 1, 5, and 9 of 18. Prepared by ASL Consulting Engineers, Inc. for the City of Enc itas Public Works Department. Cit of Encinitas (1999). Improvement Plans for Leucadia Drainage Project. Prepared by .A. Pasco Engineering, Inc. for the City of Encinitas Engineering Department Cou Lty of San Diego (1993). Hydrology Manual. County of San Diego Department of Pubic Works, Flood Control Division. Geo acifica, Inc. (February 18, 2000). Results of Percolation and Permeability Testing. Me orandum to Kipp Hefner, City of Encinitas. Hy ologic Engineering Center (March 2000). Hydrologic Modeling System, HE,C-HMS Use s Guide. Version 2.0. Davis, California- Hydrologic Engineering Center, U.S. Ar Corps of Engineers. Jam s, W., and James, R.C., eds. (2000). Hydraulics — User's Guide to SWMM4 T SPORT, EXTRAN and STORAGE Modules. Guelph, Canada: Computational Hy ulics, Inc. Based on the 1988 SWMM Manuals by W.C. Huber, R.E. Dickinson, L.A Roesner, and J.A. Aldrich. So' Conservation Service (1986). Urban Hydrology for Small Watersheds. Technical Rel ase 55. Engineering Division, Soil Conservation Service, U.S. Dept. of Agriculture. Soi Conservation Service and Forest Service (1973). Soil Survey — San Diego Area, Cal ornia. Prepared in cooperation with Univ. of California Agr. Exp. Station, U.S. D . of the Interior, and Dept. of the Navy. W s.h, S.G. (1989). Urban Surface Water Management. New York: John Wiley & So FRQFI BEC PHONE NO. : 619 521 0303 DEC. 20 2000 02:49PM P1 fax from itaEC subject, Burkhart En rimental Consulting 'number of pages date & time PO Bo=420365 R 2 O DO San Diepe,U 92142 BEC fax number BEC voice number 619-521-0333 619-521-0303 to fax number !—?6o P 633- [� voice number G� tof note .wig f 1 FROM. : BEC PHONE NO. : 619 521 0303 DEC. 20 20 0 02:50PM P2 P 6194E74293 DEPT OF FI6H AND G4. 12/2e/2eOO 11:2- �I GRAY DAMS.Govwnor CY STATE OF CAUFOFI�-TW4E RESOURCES AG'F-N DEPARTMB T OFFISH AND GAME Region 5 4949Viewrid& venue San Diego,Ca rnia 92123 (858)467-4201 Dece or 19.2000 Kipp H er City of: ncinitas 505 S. ulcan Avenue Encini ' s, CA 92024 RE: t_ dia Low Flow Storm Drain System Project, Streambed Alteration Agreement #5-291: 0 Dear M . Hefner: Enclos d is your copy of Streambed Alteration Agreement 8291-00. if you agree with the corh itions/measures set forth in the agreement, please make a copy, then sign and return oth copies to our office for signature, at the above address. Written notice at your ir1 nt to commence project activities needs to be provided to the Department least f e days in advance of commencing project activities. The C, ifornia Fish and Game Code requires that y,u notify the Department in writing within days of receipt of this Proposal as to its acc®ptability_ If you do not respond within t is time period you will lose your right to request binding arbitration. For minor Chang we suggest you contact the person responsible for writing your agreement prior to sen, ng the written response. Pleasa a advised the Department cannot execute (sign) your Streambed Alteration Agree ent without your certified CEQA(California Environmental Quality Act) document, Notice Determination (NOD), Findings, and proof of having paid the CEQA document fling f . Also, this Agreement is subject-to change upon receipt and review of your certifie CEQA documents. If the project Wa�,(determined to be exempt under CEQA by the lea agency; please provide a copy of the:Notice of Exemption or other appropriate docurri ntation. if you ve any questions regarding the proposed conditions please contact me at (858) 467-42 3. Thank ou for your cooperation in this ma r Tamara A. S ar Environmental Specialist I1L Habitat Conservation ?Isr.ring, Region 5 : A FROM BEC PHONE NO. 61? 521.0303 DEC. 20 2000 02:50PM P3 CALIF NIA DEPARTMENT OF FISH AND SAME 4949 V wridge Avenue San D' o, California 92123 Notific�l on No.5- 1-00 AGREEMENT REGARDING PROPOSED STREAM OR LAKE ALTERATION THIS A REEMENT, entered into between the State of California, Department of Fish and Game, . ereinafter called the Department, and lip befner reg_resenting the Citv f Encinitas State of California , hereinafter called the Operator, is as follows: WHER. , pursuant to Section 1601 of California Fish-and Game Code, the Operator, on the 19* day of October, 2000, notified the Department that they intend to divert or obstruct the na l ei flow of, or change the bed, channel, dr�bank of, or use material from the stream (s) of, the following water(s):unnamed drain age. tribute to Batiaui o Lagoon San Di4 o County, Cafffomia, SectfonM_ Townships Range 4 WHER S, the Department(represented by Tamara Spear) has determined that such operati s may substantially adversely affect those existing fish and wildlife resources within the stta mbed of an unnamed rainage tributary to Batiouitos Lagoon specifically identified as foll s: Birds: California brown oeiican (Pelecanus occrdent�hs� Beldina's savannah s an'o Passercu s an wick beldin ► u Is a moumr dove ena►da c Anna's hummi bir Cal to an killdeer Cha adrius+,oci rus European Stumus v 's northern mocki bird Reptiles: western fence I" and side- otched lizar hibian s : Pacific and California tree f s• Small !s: Pacifig ldve gocket mouse Perin thus lon imambris Dagff—cy—sL California rou uirrel rm hllus the B ocket no her ViEginia opossum Q el his Vi irri a raoo (Procyon striDped Omit Weph►tr ,me hids western harvest mouse:Weith rodonto Maio o is u- .°house mouse Mus mu c us deer mou MeromyscuS manicujgWl. Mexican fre t ffAdahQ6 bnwAnsisl Y l micm o is: il m otix icus bi brown E f gg s fu s lid w Plan � II's lotus (Lotus nuttaHianus .—Coast wooll eads Nem gull denu var. deRuda a) inc di the southern w_illow scrub mu! scrub cismo tane alkali marsh, southern foredune, and oft an coastal sage scrub which vide habitat for such spec j sin thp.aa:; HEREFORE, the Department hereby proposes measures to protect fish and wildlife resou . during the Operator's work. The t�perator hereby agrees to accept the following meas s/conditions as part of the proposed work. I the Operator's wont changes from that stated in the notification specified above, this Agree' ent is no longer valid and a new notification shall be submitted to the Department of Fish an Game. Failure to comply with the proviotons of this Agreement and with other pertine t code sections, including but not lick t Fish and Game Code Sections 5650, 5652, 37, and 5948, may result in proseci�t♦,o, othing in this Agreement auttmrizes l ?;Operator to trespass on any land or property, nor d it relieve the Operator of reeponsibifl�` )Vft9e5*Cr'n0errnt pliance with applicable federal, state, or locdl laws or ordinances. A consummated does not constitute Department of Fish atti J Game endorsement of the proposei 'o tation, or re the Department's concu once with permits required from oth.9 g ncies. -ssu em ctiv a iris is°,nature an_d termin P�ie.1 0 5 gyp. FROM :' BEC PHONE NOr 616 521 0303 DEC. 20 2000 02:51PM P4 12/20%2600 11:28 619467ei239 ill STREAMSED ALTERATION AGREEMENT 0-291-00 I Decem r 31 2002 for ' ct construction t ons is A e® shall remai in affect for that tim ne cessa to sati the to d this ollovAng provisions constitute the limit of ac iv i is agreed toperatos is precluded 1• The. of this Agreement does not Y Agreer� nt. The signing activities not specifically agreed to and from do ng other activities at the site- However, resoly by this Agreement shall be subject to separate notification p ursuant to Fish and Game ode Sections 1600 Q erator proposes to alter the streambed of an unna 5e� ce d aina9 au as t to 2. The p P 9atlgOi os Lagoon to accommodate the connection of three r where an exiii ng underground drain system at therees of s. detention o bases will O pre, S the ou ow far the system empties into a located thin the North Coast Kighwaa 01 of L uC l,Ci y of Encinitas, n Diego in the Counh!' impacting Ot11 acres of st a tubed. Y,._. ea i 3, The greed work includes activities associated eit �bo��above.at q�itos Lagoon,s located in the streambed of an unnamed drA 9 , San Di go County. Specific work areas and,miignc�l d ng a ure ativ described dated plans a d documents submitted by the Operator, Ju a 1! 1 9- uris ictional Wet DdeDelinbeeat22 999; and ae Wetland 8tiotl Plan I I Reso ces Re ort dated for Le ow Flo Sts, Drain ��i -re ly Y his agreement. and shall be impiera nted as proposed unless dire 4. ThO Operator shall not impact more th OS 11 a rr,ule fat scrub.Alairnpalcts are prised of 0.03 ores southern willow scrub and 0, tempo f ry and shall be of habitattim a 4.1 ratiou,on site.ac#ed dur.ng praje ltinstallat installation creation of restore on of 0.11 acres P 0.33 a. es of habitat that are being convertei�Jrom parking lot to detention basin_ 5. Thai perator shall submit a Final Revege*Ion/Morftring Plan to the Department for 1i11 ed Alteration Agreement. The plan shall review "thin 30 days of signing this Strear specify a non-native plant control program�y `ant palette and Include along-term maint0 ance provision for the on-site mitigation and a plant palette for the e revege ation. The Operator shall receive Dapartment approval prior to project ect initiati impacts. All miti ation shall be installed no later than`;March 31. 2002. 6. Th Operator shall not remove vegetation within the stream from March 15 to July 31 to avoi impacts to nesting birds. 7. Thil Operator shall have a qualified bipjogist.onsitedaily during any impacts to vegete ion. din and ,pr flowing:areasv� �8. No quipment shall be operate pond 9_ Die rbance or removal of vegetation st1jalt not exceed the limits approved by the Depart tent. The disturbed portions of any'stream channel shalt be restored. Restoration Page 2 of 5 FROM s` BEC PHONE Nq. : 619 521 0303 DEC. 20 2000 02:52PM P5 111201:dWWU 11:16 61Y4614299 ?:DEPT OF FISH AND C RAGE 05 U ir. I t Q STREAMBED ALTERATION AGREEMENT#6-29100 shall int II ude the revegetation of stripped or exposed areas with vegetation native to the area. , 1� Ino Ilation of bridges, culverts, or other structures shall be such that water flow is not im aird . Bottoms of temporary culverts shall be placed at stream channel grade; ttom of permanent culverts shall be placed at or below stream channel grade. 11. Pr aration shall be made so that runoff from steep, erodible surfaces will be diverted Into star le areas with little erosion potential. Frequent water checks shall be placed on dirt roa s, cat tracks, or other work trails to control erosion. 12. W er containing mud, silt or other pollutants from aggregate washing or other activitio shall not be allowed to enter a lake o�flowirg stream or placed in locations that may bd subjected to high storm flows. 13. Stt icture6 and associated materials not designed to withstand high seasonal flows shall be removed to areas above the high water mark before such flows occur. 14. Th perimeter of the work site shall be adequately flagged to prevent damage to adleoer t riparian habitat. 15. Sto ging/storage areas for equipment and materials shall be located outside of the stream. 16. Th Operator shall comply with all litter and pollution laws. All contractors, subcoh ractors and employees shall also obey these laws and it shall be the responsibility of the C parator to ensure compliance. 17. If a stream's low flow channel, bed or banksilake bed or banks have been altered, theses all be returned as nearly as possible tvtheir original configuration and width, without creating future erosion problems. ;t:. 18. Ali planting shall have a minimum of 80% survival the first year and 100%6 survival therea er and/or shall attain 76% cover after.$ years and 90% cover after 6 years for the life of t e project. If the survival and cover requirements have not been met, the Operator is res . nsible for replacement planting to achieve there requirements. Replacement plants hall be monitored with the same survival and growth requirements for 5 years of pla N[X 19. Ail planting shall be done between October 1 and April 30 to take advantage of the nter ainy season. =,,�•M 2b.; A annual report shall be submitted to the Department by January 1 of each year for a5 ea after planting. This report shall include,the survival , percent cover; and height of th tr a and shrub species. The number b species of plants replaced, an overview of the rev getation effort, and the method use�toassess these parameters shall also be includ Photos from designated photo statidAs shall be included. 21. A ss to the work site shall be via exirtin'9'Coads and access ramps. 22. Sp oil sites shall not be located within a;stiake, where spoil shall be washed back i o a stream/lake, or where it will cover a 6pWquatic;or riparian vegetation. Page°3 of ',5- FROM. : BEC PHONE NO. : 'ZJ19 521 0303 DEC. 20 bEN I Uk 1bH �;rvli ups . 2000 02:53PM P6 t- 12/26/2006 11.25 6194674299 � ii S TEAM13E0 ALTERATION AGREEMENT 0-291-00 amt or ether coating material, oil 23. Re cement/concrete or washings thereof, asphalt, P nted azar ous to nating or other petroleum products, or any oth d activates shall be prevented be hazardous to re aquatic ife, resulting from project relate laced within or who the soil nd/or entering the waters of the state. These materials, p they m enter a strearn/lake, by Operator or any perfiY working under contract, or with the perrnis, on of the Operator, shall be rarrEoved imme6—!,'aly. 24. No debris, soil, silt, sand, bark, slash, sawdust, rubbish, cement or concrete or gns,!,1jit1nrT*ori thereof, oil or petroleum products of e:a shall be ells wed taaen er into vany , or associated activity of waters of the State_ When placed' ere it may be washed by ralnfall or runoff into, Kati be removed from the work operatF ns are completed, any excess materials or r��,�bcs s area. o rubbish shall be deposited within 150,fe�.et of the high water mark of any strearn or lake. Ct-trole No equi pment maintenance shall be done within r ne man inter than e l under m products or other pollutants from the equip y any fl rs 26. Th Operator shad provide a copy of this Agreement t Copies t the Agreement subs tractors, and the Operator's project sup shall b readily available at work sites at all timos during periods of active work and must presented to any Department personnel, or personnel from another agency upon dem I . 27. The Department reserves the eigthts to entemhetproject site at any time to ensure compli. nee with terms/conditions Operator shall notify the Department, in writing, at least five (S) days prior to 28. Tt1 riot to initiati n of construction (project) activities and at least five (5j days p comp) on at of construction 4949 Viewrid a Avoenue, San 1?199o, CA 92123 Attn: Tamara A. Spear Depa nt 9 29. It i understood the Department has ent4ed into this Streambed Alteration Agree ent for purposes of establishing protective features for fish and wildlife. The decisi0 to proceed with the project is the sole responsibility of the Operator, and is not requir by this agreement. It is further_agreed all liability and/or incurred coot relate to or arising out of the Operators project and the fish and wildlife protective Condit ons of this agreement, remain the sole responsibility of the Oparator. The Operat r agrees.to hold harmless the Stsite of California and the Department of Fish and Game ainst any related claim made by any party or:parties for per�Onel injury or any other Magog. 30. Th Operator shall request an extension.,.ofthis agreement prior to its termination. Extent ons may be granted for up to 12 months from the date of tenination of the agree ent and are subject to Departmental pproval. The ex tension request and fees shalt b submitted to the Department's Region 5 office at the above address. If the Oper r fails to request the extension prior;teses the agreement's termination, then the Operas r shall submit a new notification: and required Information to the Depart ent, Any activities conducted uraic[, ri: fired agreement are a violation of Fish and me Code Section 1600 et. seq. Th!j, Rrator may request a maximum of 5 exten# ns of this agreement. ; ` Page 4 of 5 'f i FROM. : BEC PHONE NG. 619 521 0303 DEC. 20 2000 02:53PM P7 12/20/2000 11:28 6194674299 DEPT OF FISH AND "..M PAGE 07 R STREAM @ED ALTERATION AGREEMENT 05-291-00 31. Tho Department reserves the right to suspend or cancel this Agreement for other reason , including but not limited to the following: a. The Department determines that the information provided by the Operator in support of the tifleation/Agreement is incomplete or inaccurate; b. Tht Department obtains new information that was not known to it in preparing the terms A id conditions of the Agreement; c. Th® project or project activities as described in the Notification/Agreement have change ; d. ThO conditions affecting fish and wildlife resources change or the Department det®mgi ies that project activities will result in.,a -substantial adverse effect on the enviroh. ent 32. 8e1 re any suspension or cancellation of the Agreement, the Department will notify the Opt rotor in writing of the circumstances which the Department believes warrant suspe6 ion or cancellation. The Operator Will have seven (7) working days from the date of recei of this notification to respond in writing to the circumstances described in the Depart ent's notification. During the seven(7)day response period, the Operator shall immedG tely cease any project activities wh" h the Department specified in its notification. The O rotor shall not continue the specified activities until that time when the Depa nt notifies the Operator in writing,that adequate methods and/or measures have been it ntified and agreed upon to mitigate or eliminate the significant adverse effect. CONC RRENCE (Kpp efner) colliornia Dept. of Fish and Game (signa re) (date) ( anature . (date) C.P. Ir'aysbrook. Regjgnai Manager (title) (title) F f age 5 of 5 Recording requested by: ) City of Encinitas ) When Recorded, Mail To: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas CA 92024 ) SPACE ABOVE FOR RECORDER'S USE ONLY DRAINAGE EASEMENT Assessor's Parcel No.: 256-090-03 Kenneth M. Bunyard and Joan T. Bunyard, Trustees, hereinafter designated Grantor(s) do hereby grant, bargain, convey and release unto the City of Encinitas herein designated Grantee, its successors and assigns, a perpetual easement and right-of-way upon, through, under, over and across the hereinafter described real property for the installation, construction, maintenance, repair, replacement, reconstruction and inspection of a storm drain and all structures incidental thereto, and for the flowage of any waters in, over, upon or through said storm drain, together with the perpetual right to remove buildings, structures, trees, bushes, undergrowth, and any other obstruction interfering with the use of said easement and right-of- way by the Grantee, its successors or assigns. To have and to hold said easement and right-of- way unto itself and unto its successors and assigns forever together with the right to convey said easement, or any portion of said easement, to other public agencies. The real property referred to hereinabove and made subject to said easement and right-of-way by this grant is situated in the City of Encinitas, County of San Diego, State of California, and is particularly described as follows: See Exhibit"A" attached hereto and made a part hereof by this reference. The Grantee shall have the right to fence all or any portion of said easement herein conveyed within which there is installed or constructed a storm drain and appurtenant structures. The Grantee, its successors and assigns, shall be responsible for operating, maintaining, and keeping in good repair the above-described works of improvement. There is reserved to the Grantor, his successors and assigns, the right and privilege to use the above rip r_HF-od 1­4 -'v iy purpose not ) assigns, of the }ss. STATE OF CALIFORNb4 } I COUNTY OF �J dome before me, On ' rW personally appeared ` N 7 � personalty known to me (or proved whose name(s) is/are subscribed to the within to me on the basis of satisfactory evidence)to be the persons , ies). instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized caps c'ty(' m instrument the person(s) or the entity upon behalf of which the and that by his/her/their signature(s) on the persons) acted,executed the instrument. r SAM EDWARDS r COMM.0 1264034 0 NOTARY PUBLIC-CAUFORNIAQ h d nd offici seal. 0 SAN DIEGO QTY Q WITNESS my COWL Fate•MARCH». '' Signature (This area for official notarial seal) Recording requested by: ) City of Encinitas ) When Recorded, Mail To: ) City Clerk ) City of Encinitas ) 505 South Vulcan Avenue ) Encinitas CA 92024 ) SPACE ABOVE FOR RECORDER'S USE ONLY DRAINAGE EASEMENT Assessor's Parcel No.: 256-090-03 Kenneth M. Bunyard and Joan T. Bunyard, Trustees, hereinafter designated Grantor(s) do hereby grant, bargain, convey and release unto the City of Encinitas herein designated Grantee, its successors and assigns, a perpetual easement and right-of-way upon, through, under, over and across the hereinafter described real property for the installation, construction, maintenance, repair, replacement, reconstruction and inspection of a storm drain and all structures incidental thereto, and for the flowage of any waters in, over, upon or through said storm drain, together with the perpetual right to remove buildings, structures, trees, bushes, undergrowth, and any other obstruction interfering with the use of said easement and right-of- way by the Grantee, its successors or assigns. To have and to hold said easement and right-of- way unto itself and unto its successors and assigns forever together with the right to convey said easement, or any portion of said easement, to other public agencies. The real property referred to hereinabove and made subject to said easement and right-of-way by this grant is situated in the City of Encinitas, County of San Diego, State of California, and is particularly described as follows: See Exhibit W attached hereto and made a part hereof by this reference. The Grantee shall have the right to fence all or any portion of said easement herein conveyed within which there is installed or constructed a storm drain and appurtenant structures. The Grantee, its successors and assigns, shall be responsible for operating, maintaining, and keeping in good repair the above-described works of improvement. There is reserved to the Grantor, his successors and assigns, the right and privilege to use the above described land of the Grantor at any time, in any manner and for any purpose not inconsistent with the full use and enjoyment by the Grantee, its successors and assigns, of the rights and privileges herein granted. Dated this day of Al i4-2 Grant [Sign re of GRANTOR must b notarized. Attach the appropriate acknowledgement] m16275 EXHIBIT "A" LEGAL DESCRIPTION AN EASEMENT FOR STORMDRAIN PURPOSES OVER,UNDER,ALONG AND ACROSS A STRIP OF LAND 20.00 FEET WIDE,LYING WITHIN LOT 12 OF LEUCADIA ACRES,IN THE CITY OF ENCINITAS,COUNTY OF SAN DIEGO,. STATE OF CALIFORNIA,ACCORDING TO MAP THEREOF NO 1704 RECORDED JUNE 5, 1918 IN THE OFFICE OF THE COUNTY RECORDER OF SAID OF SAN DIEGO COUNTY, THE CENTERLINE OF SAID STRIP DESCRIBED AS FOLLOWS. BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 12,THENCE ALONG THE SOUTHWESTERLY LINE THEREOF S 26 039'38"E 253.26 FEET TO A POINT THAT IS 10.00 FEET SOUTHERLY OF MEASURED AT RIGHT ANGLES TO THE NORTHWESTERLY LINE OF THAT LAND DESCRIBED IN A DEED TO THE BUNYARD TRUST RECORDED DECEMBER 23, 1997 AS F/P 1997-655031; SAID POINT.BEING THE TRUE POINT OF BEGINNING;THENCE PARALLEL TO SAID LINE N 75 003'22"E 148.57 FEET TO A POINT HEREINAFTER DESCRIBED AS POINT A;THENCE CONTINUING N 75°03'22 E 17.50 FEET TO THE POINT OF TERMINUS IN THE EASTERLY LINE OF.SAID LOT 12. THE SIDELINES OF SAID STRIP TO BE PROLONED OR SHORTENED TO TERMINATE SOUTHWESTERLY IN THE SOUTHWESTERLY LINE OF SAID LOT 12 AND NORTHEASTERLY IN THE NORTHEASTERLY LINE OF SAID LOT 12 TOGETHER WITH A STRIP OF LAND 20.00 FEET WIDE THE CENTERLINE THEREOF BEGINNING AT THE AFORESAID POINT A;THENCE S 14 056'38"E 32.50 FEET. �,p►ND S y�V��QN C. 0 No. 5211 O'4[1FOR �A City of Carlsbad Planning Department- PLANNING COMMISSION NOTICE OF DECISION April 23, 2001 Kipp Hefner, Engineer City of Encinitas 505 S. Vulcan Avenue Encintias, CA 92024 SUBJECT: CDP 00-47—LEUCADIA DRAINAGE PROJECT At the Planning Commission meeting of April 18, 2001, your application was considered. The Commission voted 6-0 (Heineman Absent) to APPROVE your request. The decision of the Planning Commission became final on April 18, 2001. The time within which judicial review of this decision must be sought is governed by Code of Civil Procedure, Section 1094.6, which has been made applicable in the City of Carlsbad by Carlsbad Municipal Code 1.16. Any petition or other paper seeking judicial review must be filed in the appropriate court not later than the ninetieth day following the date which this decision becomes final; however, if within ten days after the decision becomes final a request for the record of the proceedings accompanied by the required deposit in an amount sufficient to cover the estimated cost of preparation of such record, the time within which such petition may be filed in court is extended to not later than the thirtieth day following the date on which the record is either personally delivered or mailed to the party, or his attorney of record, if he has one. A written request for the preparation of the record of the proceedings shall be filed with the Planning Director, Michael J. Holzmiller, Secretary of the Planning Commission, 1635 Faraday Avenue, Carlsbad, CA 92008. If you have any questions regarding the final dispositions of your application, please call the Planning Department at(760) 602-4600. Sincerely, MICHAEL J.HOLZ ILLER Planning Director MJH:EM:mh Enclosed: Planning Commission Resolution No. 4957 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-4600 • FAX (760) 602-8559 • www.ci.carlsbad.ca.us 1 PLANNING COMMISSION RESOLUTION NO. 4957 2 A RESOLUTION OF THE PLANNING COMMISSION OF THE 3 CITY OF CARLSBAD, CALIFORNIA, APPROVING COASTAL DEVELOPMENT PERMIT CDP 00-47 ON 4 PROPERTY GENERALLY LOCATED AT THE SOUTH 5 CARLSBAD STATE BEACH PARKING LOT AND CARLSBAD BOULEVARD RIGHT-OF-WAY, SOUTH OF 6 BATIQUITOS LAGOON, IN THE COASTAL ZONE, IN LOCAL FACILITIES MANAGEMENT ZONE 9. 7 CASE NAME: LEUCADIA DRAINAGE PROJECT CASE NO.: CDP 00-47 8 9 WHEREAS, the City of Encinitas, "Developer," has filed a verified application 10 with the City of Carlsbad regarding property owned by California State Parks, "Owner," 11 described as 12 Portion of Lot 20, Section 33, Township 12 South, Range 4 13 West, San Bernardino Meridian, on the County of San Diego, State of California. 14 ("the Property"); and 15 16 WHEREAS, said verified application constitutes a request for a Coastal 17 Development Permit as shown on Exhibits "A" - "C" dated April 18, 2001, on file in the 18 Planning Department, LEUCADIA DRAINAGE PROJECT - CDP 00-47 as provided by 19 Chapter 21.201.040 of the Carlsbad Municipal Code; and 20 WHEREAS, the Planning Commission did, on the 18th day of April 2001, hold a 21 duly noticed public hearing as prescribed by law to consider said request; and 22 23 WHEREAS, at said public hearing, upon hearing and considering all testimony 24 and arguments, if any, of all persons desiring to be heard, said Commission considered all factors 25 relating to the CDP. 26 NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning 27 Commission of the City of Carlsbad as follows: 28 A) That the foregoing recitations are true and correct. 1 B) That based on the evidence presented at the public hearing, the Commission 2 APPROVES LEUCADIA DRAINAGE PROJECT - CDP 00-47 based on the following findings and subject to the following conditions: 3 Findings: 4 1. That the proposed development is in conformance with the Certified Local Coastal Program and all applicable policies in that this project assists the City of Encinitas 5 with a major flood control project. The existing 239 spaces at the State Beach 6 parking lot will be reconfigured to have 243 spaces, so the project will not reduce the number of spaces in the lot. The basin improvements will accommodate the flow 7 of water and protect Carlsbad Boulevard from extreme flooding events associated with 50-year+ storm events. 8 2. The proposal is in conformity with the public access and recreation policies of Chapter 3 9 of the Coastal Act in that this project will not preclude public access or recreation 10 opportunities. The short term construction impacts will be avoided through adherence to existing permits that regulate the timing of construction activities. 11 3. This project is consistent with the Coastal Resource Protection Overlay Zone in that 12 appropriate hydrologic and drainage studies were performed to ensure that there are no adverse habitat impacts due to the proximity of Batiquitos Lagoon and 13 wetland areas. 14 4. The project is also consistent with the Coastal Shoreline Development Overlay Zone 15 in that the project's design will not adversely impact or hinder public beach access, and; the applicant will execute a waiver of public liability on the part of the 16 California Coastal Commission and the City consistent with the provisions of the City's zoning ordinance (Municipal Code Chapter 21.204.120). 17 5. This project is consistent with the General Plan in that these drainage facilities will 18 protect the sensitive coastal environment found south of Batiquitos Lagoon near the 19 Carlsbad/Encinitas border. Public health and safety concerns are addressed by designing and implementing this flood control project that will also protect roadway 20 and State Beach infrastructure. 21 6. That the Negative Declaration and environmental review performed by the Lead Agency on this project, the City of Encinitas, has been reviewed, considered and 22 deemed adequate by the City of Carlsbad Planning Commission to ensure that no 23 adverse environmental impacts will result from the implementation of this project. This applies to the entire project description with the exception of the Carlsbad 24 Boulevard median overflow component. 25 7. That the Planning Director has determined that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the 26 environment, and it is therefore categorically exempt from the requirement for the 27 preparation of environmental documents pursuant to Section 15304 Minor Alterations to Land, Class 4 of the state CEQA Guidelines. In making this determination, the 28 Planning Director has found that the exceptions listed in Sectionl5300.2 of the state CEQA Guidelines do not apply to this project. This exemption only applies to that PC RESO NO. 4957 -2- I portion of the project description that involves the 50-year+ storm event flows to be 2 directed into the Carlsbad Boulevard median 3 Conditions: 4 Note: Unless otherwise specified herein, all conditions shall be satisfied prior to acceptance of 5 improvements. 6 1. If any of the following conditions fail to occur; or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so 7 implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all 8 future building permits; deny, revoke or further condition all certificates of occupancy 9 issued under the authority of approvals herein granted; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No 10 vested rights are gained by Developer or a successor in interest by the City's approval of this Coastal Development Permit. 11 2. Staff is authorized and directed to make, or require the Developer to make, all corrections 12 and modifications to the CDP 00-47 documents, as necessary to make them internally 13 consistent and in conformity with the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development 14 different from this approval, shall require an amendment to this approval. 15 3. The Developer shall comply with all applicable provisions of federal, state, and local 16 laws and regulations in effect at the time of building permit issuance. 17 4. If any condition for construction of any public improvements or facilities, or the payment of any fees in-lieu thereof, imposed by this approval or imposed by law on this Project 18 are challenged, this approval shall be suspended as provided in Government Code Section 66020. If any such condition is determined to be invalid this approval shall be invalid 19 unless the City Council determines that the project without the condition complies with 20 all requirements of law. 21 5. The Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and 22 representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney's fees incurred by the City arising, directly 23 or indirectly, from (a) City's approval and issuance of this Coastal Development Permit, 24 (b) City's approval or issuance of any permit or action, whether discretionary or non- discretionary, in connection with the use contemplated herein, and (c) 25 Developer/Operator's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the 26 facility of electromagnetic fields or other energy waves or emissions. 27 6. The Developer shall submit to Planning Director a reproducible 24" x 36", mylar copy 28 of the Site Plan reflecting the conditions approved by the final decision making body. PC RESO NO. 4957 -3- 1 7. This project shall comply with all conditions and mitigation measures which are required 2 as part of the Zone 9 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits 3 8. Any grading activities within the City of Carlsbad shall either occur: (1) Between 4 September 4 and October 1 with potential to extend to November 15 by approval of 5 the City Public Works Director and affected resource agencies; or, (2) Between April 1 to just prior to the Memorial Day weekend if the site has been cleared and 6 grubbed, to the satisfaction of affected resource agencies prior to the start of sensitive bird nesting on March 15. 7 9. All terms and conditions of the permits issued by the City of Encinitas, and affected 8 resource agencies, shall be complied with in their entirety. 9 10. The City of Encinitas shall obtain any approvals, if necessary, from affected 10 resource agencies to accommodate the Carlsbad Boulevard median portion of the project. 11 11. The applicant shall execute a deed restriction to the satisfaction of the Planning 12 Director to comply with section 21.204.120 of the zoning ordinance regarding a waiver of public liability whereby the applicant assumes all liability and specifically 13 exempts the City of Carlsbad and the Coastal Commission from any liability. 14 Engineering: 15 12. Prior to hauling dirt or construction materials to or from any proposed construction site within 16 this project, Developer shall apply for and obtain approval from, the City Engineer for the proposed haul route permit,right of way permit and traffic control plan. 17 Fees/Agreements 18 13. The City of Encinitas shall provide to the City Engineer, an acceptable document, for 19 maintaining the storm drain facilities that are apart of this project. The City of Encinitas 20 shall be solely responsible for the maintenance and operation of said facilities 21 Grading 22 14. Prior to the issuance of a right-of-way permit, Developer shall submit to the City Engineer proof that a Notice of Intention for the start of work has been submitted to the 23 State Water Resources Control Board. 24 15. Based on a review of the proposed grading and of the grading ordinance, it has been 25 determined that this project is exempt from the requirements of a grading permit. 26 16. The City of Encinitas shall submit a grading plan, storm drain plan and traffic control plan to the City of Carlsbad for review and approval. A separate signature 27 block will be provided for the Carlsbad City Engineer to sign and approve the plans 28 for work within the City of Carlsbad. PC RESO NO. 4957 -4- 1 Coastal Conditions 2 17. The right-of-way permit shall limit all grading activities to be completed by October 3 1st. Grading activities shall be limited to the "dry season", April 1st to October 1st of 4 each year. Grading activities may be extended to November 15th upon written approval of the City Engineer, obtained in advance, and only if all erosion control measures are in 5 place by October 1 st. 6 Dedications/Improvements 7 18. Prior to issuance of the right of way permit, the applicant shall submit for City approval 8 a "Storm Water Pollution Prevention Plan (SWPPP)". The SWPPP shall be in compliance with the current requirements and provisions established by the San Diego 9 Region of the California Regional Water Quality Control Board. The SWPPP shall address measures to reduce to the maximum extent possible storm water pollutant runoff 10 at both construction and post-construction phases of the project.- At a minimum, the Plan 11 shall: 12 1) Identify existing and post-development on-site pollutants. 2) Recommend source control Best Management Practices (BMPs) to filter said 13 pollutants. 3) Establish specific procedures for handling spills and routine clean up. Special 14 considerations and effort shall be applied to City employee education on the proper 15 procedures for handling clean up and disposal of pollutants. 4) Ensure long-term maintenance of all post construct BMPs in perpetuity. 16 5) Identify how post-development runoff rates and velocities from the site will not exceed the pre-development runoff rates and velocities to the maximum extent 17 possible. If maintaining post-development rates at pre-development levels cannot be achieved, adequate justification subject to the City Engineer's approval must be 18 provided. 19 Code Reminder 20 The project is subject to all applicable provisions of local ordinances, including but not limited to 21 the following: 22 19. Developer shall exercise special care during the construction phase of this project to 23 prevent offsite siltation. Planting and erosion control shall be provided in accordance with Carlsbad Municipal Code Chapter 15.16 (the Grading Ordinance) to the satisfaction 24 of the City Engineer. 25 NOTICE 26 Please take NOTICE that approval of your project includes the "imposition" of fees, 27 dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions." 28 You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Government Code Section PC RESO NO. 4957 -5- I 66020(a), and file the protest and any other required information with the City Manager for 2 processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or 3 annul their imposition. 4 You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions 5 DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading or other similar application processing or service fees in connection with this 6 project; NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise 7 expired. 8 PASSED, APPROVED AND ADOPTED at a regular meeting of the Planning 9 Commission of the City of Carlsbad, California, held on the 18th day of April 2001, by the 10 following vote, to wit: 11 AYES: Chairperson Segall, Commissioners Baker, Compas, L'Heureux, 12 Nielsen, and Trigas 13 NOES: 14 ABSENT: Commissioner Heineman 15 ABSTAIN: 16 17 18 19 20 J F N. SEGALL, etrairperson CARLSBAD PLANNING COMMISSION 21 22 ATTEST: 23 24 MICHAEL J. HOL MIL R 25 Planning Director 26 27 28 PC RESO NO. 4957 -6- the City of Carlsbad Planning Departmc 2. A REPORT TO THE PLANNING COMMISSION Item No. O Application complete date: October 6,2000 P.C. AGENDA OF: April 18, 2001 Project Planner: Eric Munoz Project Engineer: Skip Hammann SUBJECT: CDP 00-47 - LEUCADIA DRAINAGE PROJECT - Request for a Coastal Development Permit to modify and expand the existing surface drainage facilities in the area of the South Carlsbad State Beach Parking Lot within Open Space zoning and General Plan designations, in Local Facilities Management Zone 9, within the Coastal Zone. L RECOMMENDATION That the Planning Commission ADOPT Planning Commission Resolution No. 4957, APPROVING CDP 00-47, based on the findings and subject to the conditions contained therein. II. INTRODUCTION The City of Encinitas is the applicant on this permit which is intended to alleviate long-standing drainage problems within the northern part of Leucadia, and along Coast Highway. Low scale, but consistent flooding and ponding of waters frequently occurs in various areas of northern Leucadia; this situation is worsened during storm runoff events. The project involves extensive work in the City of Encinitas to reconfigure stormdrains, redirect flows, address sump areas and assist with the northerly flow of this water until it reaches the city boundary with Carlsbad. The City of Carlsbad portion involves reconfiguring the existing parking lot and drainage basins at the State Beach Parking Lot to interface with the new storm drain system planned by Encinitas with overflow pipes installed for major storm events. The City of Encinitas is the Lead Agency for this project for CEQA purposes and approved this project on October 24, 2000. In addition, various resource agencies including the Regional Water Quality Control Board, the California State Department of Fish and Game and the US Army Corps of Engineers have all issued permits for this project. Carlsbad's role as Responsible Agency per CEQA is outlined below under Environmental Review. This coastal development permit is subject to appeal by the California Coastal Commission. III. PROJECT DESCRIPTION AND BACKGROUND The project is shown on Exhibits "A" - "C" dated April 18, 2001. Exhibits "A" and "B" depict the proposed improvements to the parking lot and the drainage basin areas. Exhibit "C" depicts the existing parking lot configuration. The project's location is primarily within State Park property and an existing southern basin area separated from a future northern basin area by the entrance road at the State Beach parking lot. Also included are portions of the western edge of ��N CDP 00-47 LEUCAD; DRAINAGE PROJECT April 18, 2001 Page 2 the Carlsbad Boulevard right-of-way and a portion of the Boulevard median south of Batiquitos Lagoon. The project description, as it affects the City of Carlsbad, has the following components: (1) reconfigure the existing parking lot (to accommodate grade changes to the slope adjacent to Carlsbad Boulevard and facilitate changes to the existing basin area); (2) replace the existing 12" pipe coming north from Encinitas with a new 24" pipe and energy dissipators; (3) extend existing pipe area to provide net increase in wetlands per an approved wetland mitigation program; and, (4) provide an overflow pipe for extreme runoff events on the scale of a 50-year storm whereby overflow from the northern basin would flow under Carlsbad Boulevard into a biologically disturbed portion of the median. This is storm flow that would otherwise flow over the Carlsbad Boulevard roadway which would accelerate its damage and poses a danger to public safety. The design and various components of this project represent the collective efforts of various jurisdictions, coordinated by the City of Encinitas, to resolve their drainage and flooding issues. Item (4) as outlined above is the only project element that has been added as a result of Carlsbad's review of the project. This project addition is necessary to ensure public safety during extreme storm and flooding events affecting Carlsbad Boulevard. In addition, the City of Encinitas has agreed to incorporate this item into the project. It is an incidental change to the project approved by Encinitas and does not affect the City's ability to make the coastal permit findings, or support the project in general. IV. ANALYSIS The project is subject to the following: A. Local Coastal Program B. General Plan Local Coastal Program This project is located within the Mello II Local Coastal Program. As part of the permits issued to the City of Encinitas, a temporary .11 wetland impact (short-term construction impact) is mitigated at 4:1 via an approved mitigation program. Also, public access will not be hindered in the area. Therefore, this flood control project is consistent with the LCP since no development is proposed that would affect coastal or wetland resources, habitat or public access. The project is conditioned to avoid winter grading as well as avoid grading during sensitive bird nesting seasons. This permit is appealable to the Coastal Commission. Staff of both cities (Carlsbad and Encinitas) have worked closely to propose a project that would be supported by the resource agencies as well as the Coastal Commission staff. All of the findings required for a coastal development permit, including the specific coastal overlay zone findings necessary for this particular project's location, are made in the attached Planning Commission Resolution, and summarized below. CDP 00-47 LEUCADIA 1 _.AINAGE PROJECT April 18, 2001 Pne 3 The project will not decrease the number of parking spaces at the existing state beach parking lot. In addition, the project has been designed to prevent any long-term beach access impacts; short-term beach access will be conditioned to not occur during summer months. In addition, the project has been adequately designed to accommodate the increased flows to the area while not creating significant environmental impacts. So, the project is consistent with the policies and objectives of the LCP. The project is also consistent with the applicable coastal overlay zones because adequate hydrological analysis has been performed to ensure that drainage-related impacts will not occur to Batiquitos Lagoon; and a condition to waive public liability against the City of Carlsbad or the Coastal Commission has been placed on the project. General Plan The site is designated Open Space and accommodates the State Beach parking lot south of Batiquitos Lagoon west of Carlsbad Boulevard. As part of a major flood control project, this project is consistent with the General Plan by protecting public health and safety concerns during flooding events. Specifically, Open Space Objective B.2 addresses the need to protect public health and safety by preserving natural and man-made hazard areas as open space and taking special precautionary measures to protect the public safety where development is possible and permitted. In this case, the permitted development is the State Beach parking lot and Carlsbad Boulevard roadway, both of which will receive improved protection while allowing for reconfigured drainage facilities to alleviate a flooding problem in Encinitas. V. ENVIRONMENTAL REVIEW The City of Encinitas, acting as Lead Agency per CEQA, approved a Negative Declaration for the project on June 10, 1999. The environmental approval was for the entire project including the portions within the City of Carlsbad. The one exception to this is the project element that involves the overflow pipe into the Carlsbad Boulevard median which is discussed below. The City of Carlsbad, therefore, acting as a Responsible Agency, has made a finding in the attached Planning Commission Resolution that the City concurs with the analysis, findings and conclusions of the Negative Declaration issued by the Lead Agency. In its role as responsible agency, the City of Carlsbad in consultation with the City of Encinitas, has determined that the storm drainage into the Carlsbad Boulevard median as shown on Exhibit B is necessary. The proposed pipe underneath the Boulevard roadbed is designed to convey flow that would otherwise overtop the road during extreme 50-year+ storm events. In addition, the pipe outlet location is designed for a biologically disturbed area so as to have no adverse impacts to the adjacent lagoon wetland habitat. Given the above, and also given the professional biologist's statement of no impacts to the median for this component of the project (attached memo from Burkhart Environmental dated March 21, 2001), the City will issue a Notice of Exemption based on Class 3, Minor Alterations to Land. Part of the Lead Agency's environmental action, as well as part of the permits issued by the resource agencies, involves the responsibility of Encinitas to carry out and monitor a detailed wetland mitigation program. Since this program is built-in to the project description for this project as presented to the City of Carlsbad, it allows the use of the previous environmental CDP 00-47 LEUCA k DRAINAGE PROJECT April 18, 2001 Page 4 review performed by the Lead Agency. The environmental and approval documents are attached to this report. ATTACHMENTS: 1. Planning Commission Resolution No. 4957 2. Location Map 3. Disclosure Form 4. City of Encinitas Negative Declaration dated June 10, 1999 5. City of Encinitas Notice of Decision dated October 24, 2000 6. Memo from Brad Burkhart, Environmental Consultant dated March 23, 2001 7. Exhibits "A" - "C", dated April 18, 2001 EM:cs:mh • I 1 PLANNING COMMISSION RESOLUTION NO. 4957 2 A RESOLUTION OF THE PLANNING COMMISSION OF THE 3 CITY OF CARLSBAD, CALIFORNIA, APPROVING COASTAL DEVELOPMENT PERMIT CDP 00-47 ON 4 PROPERTY GENERALLY LOCATED AT THE SOUTH 5 CARLSBAD STATE BEACH PARKING LOT AND CARLSBAD BOULEVARD RIGHT-OF-WAY, SOUTH OF 6 BATIQUITOS LAGOON, IN THE COASTAL ZONE, IN LOCAL FACILITIES MANAGEMENT ZONE 9. 7 CASE NAME: LEUCADIA DRAINAGE PROJECT CASE NO.: CDP 00-47 8 9 WHEREAS, the City of Encinitas, "Developer," has filed a verified application 10 with the City of Carlsbad regarding property owned by California State Parks, "Owner," 11 described as 12 Portion of Lot 20, Section 33, Township 12 South, Range 4 13 West, San Bernardino Meridian, on the County of San Diego, State of California. 14 ("the Property"); and 15 16 WHEREAS, said verified application constitutes a request for a Coastal 17 Development Permit as shown on Exhibits "A" - "C" dated April 18, 2001, on file in the 18 Planning Department, LEUCADIA DRAINAGE PROJECT - CDP 00-47 as provided by 19 Chapter 21.201.040 of the Carlsbad Municipal Code; and 20 WHEREAS, the Planning Commission did, on the 18th day of April 2001, hold a 21 duly noticed public hearing as prescribed by law to consider said request; and 22 23 WHEREAS, at said public hearing, upon hearing and considering all testimony 24 and arguments, if any, of all persons desiring to be heard, said Commission considered all factors 25 relating to the CDP. 26 NOW, THEREFORE, BE IT HEREBY RESOLVED by the Planning 27 Commission of the City of Carlsbad as follows: 28 A) That the foregoing recitations are true and correct. I B) That based on the evidence presented at the public hearing, the Commission 2 APPROVES LEUCADIA DRAINAGE PROJECT - CDP 00-47 based on the following findings and subject to the following conditions: 3 Findings: 4 1. That the proposed development is in conformance «with the Certified Local Coastal Program and all applicable policies in that this project assists the City of Encinitas 5 with a major flood control project. The existing 239 spaces at the State Beach 6 parking lot will be reconfigured to have 243 spaces, so the project will not reduce the number of spaces in the lot. The basin improvements will accommodate the flow 7 of water and protect Carlsbad Boulevard from extreme flooding events associated with 50-year+ storm events. 8 2. The proposal is in conformity with the public access and recreation policies of Chapter 3 9 of the Coastal Act in that this project will not preclude public access or recreation 10 opportunities. The short term construction impacts will be avoided through adherence to existing permits that regulate the timing of construction activities. 11 3. This project is consistent with the Coastal Resource Protection Overlay Zone in that 12 appropriate hydrologic and drainage studies were performed to ensure that there are no adverse habitat impacts due to the proximity of Batiquitos Lagoon and 13 wetland areas. 14 4. The project is also consistent with the Coastal Shoreline Development Overlay Zone 15 in that the project's design will not adversely impact or hinder public beach access, and; the applicant will execute a waiver of public liability on the part of the 16 California Coastal Commission and the City consistent with the provisions of the City's zoning ordinance (Municipal Code Chapter 21.204.120). 17 5. This project is consistent with the General Plan in that these drainage facilities will 18 protect the sensitive coastal environment found south of Batiquitos Lagoon near the 19 Carlsbad/Encinitas border. Public health and safety concerns are addressed by designing and implementing this flood control project that will also protect roadway 20 and State Beach infrastructure. 21 6. That the Negative Declaration and environmental review performed by the Lead Agency on this project, the City of Encinitas, has been reviewed, considered and 22 deemed adequate by the City of Carlsbad Planning Commission to ensure that no 23 adverse environmental impacts will result from the implementation of this project. This applies to the entire project description with the exception of the Carlsbad 24 Boulevard median overflow component. 25 7. That the Planning Director has determined that the project belongs to a class of projects that the State Secretary for Resources has found do not have a significant impact on the 26 environment, and it is therefore categorically exempt from the requirement for the 27 preparation of environmental documents pursuant to Section 15304 Minor Alterations to Land, Class 4 of the state CEQA Guidelines. In making this determination, the 28 Planning Director has found that the exceptions listed in Sectionl5300.2 of the state CEQA Guidelines do not apply to this project. This exemption only applies to that PC RESO NO. 4957 -2- i I t I portion of the project description that involves the 50-year+ storm event flows to be 2 directed into the Carlsbad Boulevard median 3 Conditions: 4 Note: Unless otherwise specified herein, all conditions shall be satisfied prior to acceptance of 5 improvements. 6 1. If any of the following conditions fail to occur; or if they are, by their terms, to be implemented and maintained over time, if any of such conditions fail to be so 7 implemented and maintained according to their terms, the City shall have the right to revoke or modify all approvals herein granted; deny or further condition issuance of all 8 future building permits; deny, revoke or further condition all certificates of occupancy 9 issued under the authority of approvals herein granted; institute and prosecute litigation to compel their compliance with said conditions or seek damages for their violation. No 10 vested rights are gained by Developer or a successor in interest by the City's approval of this Coastal Development Permit. 11 2. Staff is authorized and directed to make, or require the Developer to make, all corrections 12 and modifications to the CDP 00-47 documents, as necessary to make them internally 13 consistent and in conformity with the final action on the project. Development shall occur substantially as shown on the approved Exhibits. Any proposed development 14 different from this approval, shall require an amendment to this approval. 15 3. The Developer shall comply with all applicable provisions of federal, state, and local 16 laws and regulations in effect at the time of building permit issuance. 17 4. If any condition for construction of any public improvements or facilities, or the payment of any fees in-lieu thereof, imposed by this approval or imposed by law on this Project 18 are challenged, this approval shall be suspended as provided in Government Code Section 66020. If any such condition is determined to be invalid this approval shall be invalid 19 unless the City Council determines that the project without the condition complies with 20 all requirements of law. 21 5. The Developer/Operator shall and does hereby agree to indemnify, protect, defend and hold harmless the City of Carlsbad, its Council members, officers, employees, agents, and 22 representatives, from and against any and all liabilities, losses, damages, demands, claims and costs, including court costs and attorney's fees incurred by the City arising, directly 23 or indirectly, from (a) City's approval and issuance of this Coastal Development Permit, 24 (b) City's approval or issuance of any permit or action, whether discretionary or non- discretionary, in connection with the use contemplated herein, and (c) 25 Developer/Operator's installation and operation of the facility permitted hereby, including without limitation, any and all liabilities arising from the emission by the 26 facility of electromagnetic fields or other energy waves or emissions. 27 6. The Developer shall submit to Planning Director a reproducible 24" x 36", mylar copy 28 of the Site Plan reflecting the conditions approved by the final decision making body. PC RESO NO. 4957 -3- 1 7. This project shall comply with all conditions and mitigation measures which are required 2 as part of the Zone 9 Local Facilities Management Plan and any amendments made to that Plan prior to the issuance of building permits 3 S. Any grading activities within the City of Carlsbad shall either occur: (1) Between 4 September 4 and October 1 with potential to extend to November 15 by approval of 5 the City Public Works Director and affected resource agencies; or, (2) Between April 1 to just prior to the Memorial Day weekend if the site has been cleared and 6 grubbed, to the satisfaction of affected resource agencies prior to the start of sensitive bird nesting on March 15. 7 9. All terms and conditions of the permits issued by the City of Encinitas, and affected 8 resource agencies, shall be complied with in their entirety. 9 10. The City of Encinitas shall obtain any approvals, if necessary, from affected 10 resource agencies to accommodate the Carlsbad Boulevard median portion of the project. 11 11. The applicant shall execute a deed restriction to the satisfaction of the Planning 12 Director to comply with section 21.204.120 of the zoning ordinance regarding a waiver of public liability whereby the applicant assumes all liability and specifically 13 exempts the City of Carlsbad and the Coastal Commission from any liability. 14 Engineering: 15 12. Prior to hauling dirt or construction materials to or from any proposed construction site within 16 this project, Developer shall apply for and obtain approval from, the City Engineer for the proposed haul route permit, right of way permit and traffic control plan. 17 Fees/Agreements 18 13. The City of Encinitas shall provide to the City Engineer, an acceptable document, for 19 maintaining the storm drain facilities that are apart of this project. The City of Encinitas 20 shall be solely responsible for the maintenance and operation of said facilities 21 Grading 22 14. Prior to the issuance of a right-of-way permit, Developer shall submit to the City Engineer proof that a Notice of Intention for the start of work has been submitted to the 23 State Water Resources Control Board. 24 15. Based on a review of the proposed grading and of the grading ordinance, it has been 25 determined that this project is exempt from the requirements of a grading permit. 26 16. The City of Encinitas shall submit a grading plan, storm drain plan and traffic control plan to the City of Carlsbad for review and approval. A separate signature 27 block will be provided for the Carlsbad City Engineer to sign and approve the plans 28 for work within the City of Carlsbad. PC RESO NO. 4957 -4- 1 Coastal Conditions 2 17. The right-of-way permit shall limit all grading activities to be completed by October 3 1st. Grading activities shall be limited to the "dry season", April 1st to October 1st of 4 each year. Grading activities may be extended to November 15th upon written approval of the City Engineer, obtained in advance, and only if all erosion control measures are in 5 place by October 1 st. 6 Dedications/Improvements 7 18. Prior to issuance of the right of way permit, the applicant shall submit for City approval 8 a "Storm Water Pollution Prevention Plan (SWPPP)". The SWPPP shall be in compliance with the current requirements and provisions established by the San Diego 9 Region of the California Regional Water Quality Control Board. The SWPPP shall address measures to reduce to the maximum extent possible storm water pollutant runoff 10 at both construction and post-construction phases of the project. At a minimum, the Plan 11 shall: 12 1) Identify existing and post-development on-site pollutants. 2) Recommend source control Best Management Practices (BMPs) to filter said 13 pollutants. 3) Establish specific procedures for handling spills and routine clean up. Special 14 considerations and effort shall be applied to City employee education on the proper 15 procedures for handling clean up and disposal of pollutants. 4) Ensure long-term maintenance of all post construct BMPs in perpetuity. 16 5) Identify how post-development runoff rates and velocities from the site will not exceed the pre-development runoff rates and velocities to the maximum extent 17 possible. If maintaining post-development rates at pre-development levels cannot be achieved, adequate justification subject to the City Engineer's approval must be 18 provided. 19 Code Reminder 20 The project is subject to all applicable provisions of local ordinances, including but not limited to 21 the following: 22 19. Developer shall exercise special care during the construction phase of this project to 23 prevent offsite siltation. Planting and erosion control shall be provided in accordance with Carlsbad Municipal Code Chapter 15.16 (the Grading Ordinance) to the satisfaction 24 of the City Engineer. 25 NOTICE 26 Please take NOTICE that approval of your project includes the "imposition" of fees, 27 dedications, reservations, or other exactions hereafter collectively referred to for convenience as "fees/exactions." 28 You have 90 days from date of final approval to protest imposition of these fees/exactions. If you protest them, you must follow the protest procedure set forth in Government Code Section PC RESO NO. 4957 -5- h 1 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow tha -):-)cedure will bar any subsequent legal action to attack, review, set aside, void, or 3 annul their :-:.position. 4 You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions 5 DOES NOT APPLY to water and sewer connection fees and capacity charges, nor planning, zoning, grading or other similar application processing or se--.-ice fees in connection with this 6 project; NOR DOES IT APPLY to any fees/exactions of whicn you have previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise 7 expired. 8 PASSED, APPROVED AND ADOPTED at a regular meeting of the Planning 9 Commission of the City of Carlsbad, California, held on the 18th day of April 2001, by the 10 following vote, to wit: 11 AYES: 12 13 NOES: 14 ABSENT: 15 ABSTAIN: 16 17 18 19 JEFFRE N. SEGALL, Chairperson 20 CARLSBAD PLANNING COMMISSION 21 ATTEST: 22 23 24 MICHAEL J. HOLZMILLER Planning Director 25 26 27 28 PC RESO NO. 4957 -6- Cit Carlsbad DISCLOSURE STATEMENT Applicant's statement or disclosure of certain ownership interests on all applications which will require discretionary action on the part of the City Council or any appointed Board, Commission or Committee. The following information MUST be disclosed at the time of application submittal. Your project cannot be reviewed until this information is completed. Please print. Note: Person is defined as "Any individual, firm, co-partnershin, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, in this and any other county, city and county, city municipality,district or other political subdivision or any other group or combination acting as a unit." Agents may sign this document; however, the legal name and entity of the applicant and property owner must be provided below. 1. APPLICANT(Not the applicant's agent) Provide the COMPLETE. LEGAL names and addresses of ALL persons having a financial interest in the application. If the applicant includes a corporation or partnership, include the names, title, addresses of all individuals owning more than 1000 of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON- APPLICABLE (N/A) IN THE SPACE BELOW If a publicly-owned corporation include the names, titles, and addresses of the corporate officers. (A separate page may be attached if necessary.) CC Person qe-r vErL Corp/Part_ sg" C i i CC— Title 45<,0L-t rt i E C,,;�L� E-vr-,I V,)EE9--Title Address S .s J J n, A J e— Address EN< <N t-T_f55 CAS. �zO� i 2. OWNER(Not the owner's agent) Provide the COMPLETE. LEGAL names and addresses of ALL persons having any ownership interest in the property involved. Als^, pravide th,! nature of the legal ewrership (i.e, partnership, tenants in common, non-profit, corporation, etc.). If the ownership includes a corporation or partnership, include the names, title, addresses of all individuals owning more than 10% of the shares. IF NO INDIVIDUALS OWN MORE THAN 10% OF THE SHARES, PLEASE INDICATE NON-APPLICABLE (N/A) IN THE SPACE BELOW. If a publicly- owned corporation. include the names, titles,and addresses of the corporate officers. (A separate page may be attached if necessary.) 1 r (� Person FJW4r• l NaYDrr0 Corp/Part S4a 1�, Ot' 411 f Or nh A TitleD151 r t 4 Swak Title Address %09 W" eS Address 50u%1)1cga Ca. 921s4 1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-4600 • FAX (760) 602-8559 N� 7 N � n Z � fN �Q L O BATIQUITOS LAGOON n T n O m v z SITE P,RZ RD LOMAR 1 MOM a SITE LEUCADIA DRAINAGE PROJECT C D P 00-47 3. NON-PROFIT ( ;ANIZATION OR TRUST If any person identified pursuant to (1) or(2) above is a nonprofit organization or a trust, list the names and addresses of ANY person serving as an officer or director of the non-profit organization or as trustee or beneficiary of the. Non Profit/Trust Non Profit/Trust Title Title Address Address 4. Have you had more than $250 worth of business transacted with any member of City staff, Boards, Commissions, Committees and/or Council within the past twelve (12)months? 0 Yes 1:1 No If yes,please indicate person(s): NOTE: Attach additional sheets if necessary. e th ove information is true and correct to the best of my knowledge. 1 % Signature of owner/date Signa f applicant/te Ed wwJ I=FN E 12— Print or type name of owner Print or type name of applicant Signature of owner/applicant's agent if applicable/date Print or type name of owner/applicant's agent WADMUCOUNTER\DISCLOSURE STATEMENT 5/98 Page 2 of 2 CITY OF ENCINITAS NEGATIVE DECLARATION Project Title: Leucadia Drainage; Low Flow Storm Drain Systems . Location: North Coast Highway 101 and Railroad Corridor from Sunset Drive to South Carlsbad State Beach, Leucadia Community, Encinitas, California. Description: Low flow trunk and collection storm drainage facilities. Project Sponsor: Engineering Services City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 FINDING: Based upon information provided in the Initial Study, along with Comments and Responses to the Notice of Preparation of a Negative Declaration which have been presented to the City Council, City of Encinitas, at a duly called meeting on June 9, 1999 , the Council finds that the project will not have a significant effect on the environment. MITIGATION MEASURES: Mitigation measures included in the project as a condition of project approval to avoid potentially significant effects include: Site specific geotechnical and soils engineering investigations shall be performed prior to project final design and construction activities. Point source pollution control structures such as oil/water separators and water quality inlets shall be considered for installation in certain locations to remove petroleum compounds and grease as well as floatable debris and settleable solids from storm water. A copy of the Initial Study has been attached to substantiate the finding. Date Mayor, City Council City of Encinitas 1 jrys;tice ,at Determination 9 9 02 49 Appendix H OnvNJ Smith.geco�er,Courm aerx To: Office of Planning and Research From: (Public Agency) 1400 Tenth Street,Room 121 MAY 2 4 1999 Sacramento,CA 95814 • (Addrem) CITV n � _ N iNITAS 8Y _ Clerk Community Development Dept. LTPUn —� County of $AN 0 106-° 505 South Vulcan Avenue P O. 80 x / -7-e- 0 Encinitas, CA 92024-3633 5A-N DlE6 0 ACA 92 Subject: Filing of Notice of Determination In compliance with Section 21108 or 21152 of the Public Resources Code. G A D t✓� 2Pr 1 rJ►4 C�� �o �1.t7 w S t STE1A Project Title I l _ 1�t0 �'rl�� �IGfNE� (766)(,-33- z7f3 Sate Clearinghouse Number Lead Agency Area Coderrelephone/Extensron (If submuted to Clearinghouse)) Contact Person SPCN ►F G,,C�D J NT`; G i Y D F01 N ETAS i a Fl W►�� I() ;'Q� �jf�Si ( 0C6ARt1= Project Location(include unty) rr 6E�K � 1oN OF 1(Z-vNIL �jT0{Zt� �(LArtfV AND Project Description: 1NSTft �kLoN C� lG[ st',r��.�-ovJ DRS NAc6kC C NArn>NELS Pt2t S 2t.sR,►�0 Sr�r� 3 �. ST-oa DZr�tr., V ►��SiL S�-(2EF� '►O try 0 i4'e-,£TE4, Z FrLGM \�' �,vc,NEs T� z4' uNC.t-l�S This is to advise that the has approved the above described project on Isad Agency C:)Respmuble Agency o u t�q 4 and has made the following determinations regarding the above described project: (1531c) 1.The project[will`will not] have a significant effect on the environment. 2. ❑ An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. gA Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 3. Mitigation measures[%were ❑were not] trade a condition of the approval of the project. 4. A statement of Overriding Considerations [QwasXwas not]adopted for this projccL 5.Findings Xwere Qwere not] made pursuant to the provisions of CEQA. EMVrR-oa�'IX�L AY��ENT This is to certify that the final SW with comments and responses and record of project approval is available to the General Public at: D& . OF ENGt�EEtZIN ,�-/I iq /q Signature(Public Agency) Date tle FILED IN THE OFFICE OF THE COUNTY CLERK Date received-for filing at OPR: SAID] DIEGO COUNTY ON NAY 24 im MAY 'L 4 '1999 JUN 'L � � POSTED REMOVED Revised October 1989 RETURNED TO AGENCY ON JUN 2 3 X99 DEPUTYQa i L.. . IFORNIA DEPARTMENT OF FIS. AND GAME CERTIFICATE OF FEE EXEMPTION- De Hinimis Impact Finding Project Title/Location [Name an:: Address of Project] : Located in City of Encinitas. County of San Diego. Project Description: • Findings of Exemption No impacts have been identified which will adversely affect: (A) Riparian land,. rivers, streams, watercourses, and wetlands under state and federal jurisdiction; (B) Native and non-native plant life and the soil required to sustain habitat for fish and wildlife; (C) Rare and unique plant life and ecological communities dependent on plant life; and (D) Listed threatened and endangered plant and animals and the habitat in which they are believed to reside. (E) All species or plant or animals as listed as protected or identified for special management in the Fish and Game Code, the Public Resources Code, the Water Code or regulations adopted thereunder. (F) All marine and terrestrial species subject to the jurisdiction of the Department of Fish and Game and the ecological communities in which they reside. (G) All air and water resources the degradation of which will individually or cumulatively result in a loss of biological diversity among the plants and animals residing in that air and water. Please see Necative Declaration/EIR initial studv for more informatics:. Certification: I hereby certify that the lead agency has made the above findings of fact and that based upon the initial study and hearing record the project will not individually or cumulatively have an adverse effect on wildlife resources, as defined in Section 711.2 of the Fish and Game Code. C0,64t.e - for Sandra L. Holder Community Development Direct, Title: Community Development Director Lead Agency: Citv of cinitas Date: / CR/03/PF2-319 WP5. 1 (5/1/91-1) COMMENTS AND RESPONSES TO COMMENTS FOR DETERMINATION BASED ON INITIAL STUDY The Determination Based on Initial Study to prepare a Negative Declaration for the Leucadia Drainage Low Flow Storm Drain System has been circulated for public and concerned agency review and comment from 5 April to 4 May 1999. No comments were received. In addition, a State Clearing House (SCH#99041060) review was conducted from 13 April to 13 May 1999. None of the state agencies have comments. 2 STATE OF CALIFORN ' N4,OF � � �of Governors Office ce of Planning and Research 3 95 , 0gq 1400 TENTH STREET SACRAMENTO CALIFORNIA SI2- `r . 916-322-23IS FAX 916-322-3785 \v%xlv.opr.ca.gov OF u`1Fe Grar Davis Loretta Lv n; GOVERNOR rnR1C[0K May 14, 1999 Kipp Hefner City of Encinitas O�MIT / AS 505 S. Vulcan Avenue M �N�SER ES Encinitas, CA 92024 Subject: Leucadia Drainage,Low Flow Storm Drain System SCH#: 99041060 Dear Kipp Hef c : The State Clearinghouse submitted the above named environmental document to selected state agencies for review. The review period is closed and none of the state agencies have comments. This letter acknowledges that you have complied with the State Clearinghouse review requirements for draft' environmental documents,pursuant to the California Environmental Quality Act. Please call the State Clearinghouse at(916)445-0613 if you have any questions regarding the environmental review process. If you have a question about the above-named project,please refer to the eight-digit State Clearinghouse number when contacting this office. Sincerely, Terry Roberts Senior Planner, State Clearinghouse e of Completion and Environmental 5-NOTE ` e Notice 9 9_Q-4 1 0 6 pocument Transmittal Form SCH• Mail eo:Statc Cic�nil7O`ur'1400 Tenth Street Sacramento.CA 95314 9Flow C Le� i0. p�ir�a9e/ S 'Dro►'Y�7y - APP 1-IELeJ¢e 1. rrol-e:e T7tls Gt C'f dF EruC t N ITAS 1 Caren Perraa _ f,r�L _ 2. <sad A fescy .•c t'1 U<L r.n.►� ICU NV.E = lb. G7 'S 3e. rhOw 3 COgraTli � '� S C AD ]c - tOfQCIDeR) via 4u�1 � �� t s P.~- " T.-P- 4.Ale. Araesaar8 Teeed PAO. r U CJtf'��VC 36.Fee MAIWO.Nanw Casr�7 -- GT 30. sa.m a. Soar Hey - le. Aeepoea O C4J• r s 6 wa1:.2..'Ie:: _c_ �-,.,ys " Weea+ya ---- ---` ----------------- +'v - F!/E D ., r o/ oTHEw: 13. �:, �J�R 13 ,c- 7. Dee�fer't TyM 06.O ab.rnaai NEPA: IOa 1" 1999 CEQAe 02.R�Coos 1 t. A.tf Est u. oa.a - EAR N, OU yLU4�'"' OL Q 12- >� v Da LO1 N06 � �Ce Drsa� OL NOD ----- ----------- Latles T1r e - eee r eer to -Ot90.-B � s �Ot gse+.l rtas UPON` 06 sPse vii� :� s�v-a _ b7ped" .._ u NOW 02- t 1. p u.e 03. w rum s o09 Oe.❑ Plea - �,o wlei�eft Type Acres_ 07. *t1.s: "Was Upda Ol. 1�°1O'Y - srdi- ws+es F�.gler.a o09. - 02. sv�►- 1e oes aetaxed oj. svA Acv_ term 1t. a7en•.•a►cc Fi�UUres 06 = ,�. '--- ------11. Total Jobs CrOsted ---- 10.Total AurM ---------------- .12.Treieet laser..plaaaased in Doararreet >A�ie 17.ftl id W .a. 1�d 1Q )ebe/lteaeiaf 9410=.. 19. � Paae1eed Use I►fr 12 ; dCa+dMian 29 toestadrs Elfaes a 1S. rbac serrlea 20. Otbsr O3. ECON 13. sepac Syarw'a 2;; �WVb 06. 13es fa. Savory --- OL_ --------------��---Total i ---- �" )federal s Efate i _--------- 13.iandbas ------- D� tA and ZonMrs eACNr_ ----------- 14.►rea ` se --- _ 1s.i+.i-sta asr -�nOw7 � ►; EAMl�i° �AULLT'tES . L,pa..� -re�]n)IG AAJO G'O[J.erL r;i- 4Ow -'►-(j�� ----7----- - ----------�' �'J flat. ```? 1 s.sinrratree of lead As-my 940pow tsti» �! /f a SCH ..A. exise"for.Projsa(w fee"a Norio of •in as'p idetiir sdas oaabees for an=sal apJ�' MOM 38websbaeve se.r draft doeoarw)'k-as an is tie ••_.+ew...dI.wiaw w Reverse State Clearingbotise Contact: Mosie Boyd Project Sent to the following State Agencies (916)445-0613 X Resources State/Consumer Sves State Review Began: -�-�- Boating&Waterways General Services p p Coastal Comm Cal EPA 5 _ �p _ ! ! _ _Coastal Consv ARB Dept Review to Agency 9!� Colorado Rvr Bd Integrated Waste Mgmt Bd Agency Rev to SCH - "� �Conservation SWRCB: Clean Water Prog _ l3 . 99 X Fish&Game # SWRCB: Water Rights SCH COIvIpLIANCE _ Delta Protection Comm SWRCB: Water Quality Forestry&c Fire Prot SWRCS: Bay-Delta Unit Historic Preservation X Rbg.WQCB#-I X Piss&Roc Toxic Sub Ctrl-CTC Please note State Clearinghouse Number Reclamation Board Yth/Adlt Co..ectlons (SCH#)on all Comments Bay Cons do Dev Comm Corrections =DWR Independent Comm SCH#: 29041090 OFS(Emergency Svcs) Energy Commission Please forward into Comments directly to the Bus Transp Hous X NAHC Aeronautics Public Utilities Comm Land Agency CHP Santa Monica Mtas ,J X State Lands Comm -n AQMD/APCD L- (Resoe>r�s' 7 / !�) X Trans Planning Tahoe Rgl Plan Agency(TRPA) Housing&Com Dev Food do Agriculture Other: Health Services(H.0) Other. CITY OF ENCINITAS DETERMINATION BASED ON INITIAL STUDY Name of Project: Leucadia Drainage; Low Flow Storm Drain Systems . Location: North Coast Highway 101 and Railroad Corridor from Sunset Drive to South Carlsbad State Beach, Leucadia Community, Encinitas, California. Description: Low flow trunk and collection storm drainage facilities. Entity or Person Undertaking Project: Engineering Services City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 Staff Determination: The City of Encinitas staff, having undertaken and completed an Initial Study of this project in accordance with the City' s CEQA Guidelines for the purpose of determining whether the proposed project might have a significant effect on the environment, has reached the following conclusion: 1 . The project could not have a significant effect on the environment; therefore, a NEGATIVE DECLARATION will be prepared. _x 2 . The project could not have a significant effect on the environment, due to mitigation measures accepted by the applicant which include: site specific geotechnical and soils engineering investigations shall be performed prior to project final design and construction activities. Point source pollution control structures such as oil/water separators and water quality inlets shall be considered for installation in certain locations to remove petroleum compounds and grease as well as floatable debris and settleable solids from storm water. 3. The project could have a significant effect on the environment; there re, an ENVIRONMENTAL IMPACT REPORT will be prepared. -qq , ( Date City of Encinitas 1 ENVIRONMENTAL INITIAL STUDY CHECKLIST FORM Project Information 1 . Project Title: Leucadia Drainage; Low Flow Storm Drain Systems . 2 . Lead Agency Name and Address: City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 3. Contact Person and Phone Number: Kipp Hefner Project Engineer (760) 633-2783 4 . Project Location: North Coast Highway 101 and Railroad Corridor from Sunset Drive to South Carlsbad State Beach, Leucadia Community, -- -- — - Encinitas, California (see maps) . 5. Project Sponsor's Name and Address: Engineering. Services City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 6. General Plan Designation: 7. Zoning: Residential 2 . 01-3 . 00 Units/Acre Residential 3 (R-3) Residential 5. 01-8 . 00 Units/Acre Residential 8 (R-8) Residential 8 . 01-11 . 0 Units/Acre Residential 11 (R-11) Residential 11 . 01-15. 00 Units/Acre Residential 15 (R-15) Residential 15. 01-25. 00 Units/Acre Residential 25 (R-25) Office Professional Office Professional (OP) Local Commercial Local Commercial (LC) Visitor-Serving Commercial Visitor-Serving Commercial General Commercial (VSC) public/Semi-Public General Commercial (GC) Ecological Resource/Open Space/Parks Public/Semi-Public (P/SP) Ecological Resource/Open Space/Parks (EROS) 8. Description of Project: This project consists of low flow trunk and collection storm drainage facilities at three job sites. The first job site is a combination of an open shallow drainage channel and storm drain pipe. The drainage channel (South Channel) runs east of the Coast Highway between the railroad tracks and Vulcan Avenue just north of Encinitas Boulevard to Basil Street. This channel will collect 2 runoff from both the railroad corridor and Vulcan Avenue . At the downstream end the channel will connect to an 18 inch RCP storm drain which collects runoff from an existing sump at Hermes Avenue and Cereus Street. This system then dumps into an 18 inch storm drain that crosses the railroad to the west and ties into the storm drain system in the Coast Highway. The second job site involves a network of storm drain pipes that collect runoff from several sumps west of the Coast Highway, the highway itself, and the drainage areas in the first job site. The site (Leucadia Drainage No. l) extends from Basil Street northerly along the Coast Highway to South Carlsbad State Beach just north of La Costa Avenue. Runoff from the first job site and Basil Street is picked up with an 18 inch RCP storm drain pipe and dumped into the main storm drain that runs north along the Coast Highway. Next, an 18 inch storm drain will collect runoff from the sump area on Cadmus Street and dump into the main storm drain which will be increased in size to a 24 inch RCP. A parallel system will begin at this point to collect runcff from sump areas in the alley running from Daphine Street to Diana- ' Street. This system will consist of several catch basins and an 18 inch RCP storm drain. The parallel system will also collect runoff from the sump area located in the park located west of the Coast Highway at Leucadia Boulevard. The system will eventually dump into the main storm drain along the Coast Highway at Diana Street. North of this point a series of catch basins collect runoff from the highway. The main storm drain will run along the highway and tie into an existing 24 inch storm drain which discharges into two detention/percolation basins at the South Carlsbad State Beach parking lot. The third job site consists of a combination of storm drain pipes and an open shallow drainage channel. The drainage channel (North Channel) runs east of the Coast Highway between the railroad tracks and Vulcan Avenue from just north of Leucadia Boulevard to opposite of Grandview Street. The system starts with an 18 inch RCP storm drain that cross Leucadia Boulevard and dumps into the new channel, and ends with a connection to an existing channel continuning north to and under La Costa Avenue. In addition inlets and a storm drain will be installed in Union Street and Orpheus to convey ponding water from a sump at that location. Improvements within each job site may be constructed in phases depending on job site and overall project costs and capital improvement budget allocations. 3 9. Surrounding Land Uses and Setting: the North Coast Highway 101 and Railroad corridor Development along residential and commercial uses . The of consists predominately along the west side commercial district is located almost entirely densities of the highway- Residential neighborhoods of varying occur to the west of the highway and east of the railroad across Vulcan Avenue . Topographically, the corridor is relatively flat north to south along the highway and railroad. There are and railroad asewelleas and sumps in the corridor along the highway of the highway and along Vulcan Avenue east of the west e is also a nearby in alleys related depressed area at Orpheus railroad. Ther Avenue and Union Street. These locations have inadequate or nonexistent drainage facilities to relieve chronic ponding and flooding problems . There is an existing storm drain discharge detention and in and connected p king lot. Certain percolation bas existing 24 the South Carlsbad State Beach p a e de of the highway north of inch storm drains along the corridor are connected to the basin. west side r In addition a pump station on waters through a 12 inch Phoebe Street conveys seasonal ponding pressure line which joins the 24 inch system. 10. other agencies whose approval is required and permits needed: California State Parks and California Coastal Commission Recreation City of Carlsbad Environmental Factors Potentially Affected would be The environmental factors listed at least one impa co that lisla affected by this project, i.nvoly g "Potentially Significant Impact" dicatede by ache checklist on Unless onthe Mitigation Incorporated" as in following pages. Geological Problems Water Evaluation of Environmental Impacts provided for all checklist answers supported A brief explanation is p parentheses following each by information sources cited in the P the checklist. All question. References are listed following f the whole involved answers take account oelltasncumulative, directgasnwell as well as offsite, project as as indirect, and construction as well as operational impacts . 4 A "No Impact" answer is appropriate if referenced sources show that the impact simply does not apply to the project. "Less Than Significant Impact" describes an applicable effect which does not cross the threshold of significance. "Potentially Significant Impact" is appropriate if there is substantial evidence that an effect is significant. If there are one or more of such impacts when the determination is made an EIR is required. "Potentially Significant Unless Mitigation Incorporated" applies where the incorporation of mitigation measures has reduced an effect from "Potentially Significant Impact" to a "Less than Significant Impact. " Associated mitigation measures are described in bold type in the checklist. Determination On the basis of this initial evaluation: I find that although the proposed project could have a significant effect on the envir-onment-,- there---will not be a significant effect in this case because the mitigation measures described :n the following checklist have been added to the project. A NEGATIVE DECLARATION will be prepared. Signature Date A -D. �4Q t1�41d Printed Name For 5 r� ON .`, BA IQUITOS 35. Poilb id i F+ �� { \ ` { ';rte�� �.. \� ,�• Tr t•'oR�' I. q �`j,•� It Lrl wn i �3• '/r .309 :�•,(�• '`. i �..,.i �—.j C /� w. t\ r � _ 'r -u �' '.\r_ • ���� � � '• L � : � �C�+ Lam-.�~{ V' b � •7�t � �ff,,• _..- G..•:.• ;I;•• p -a a y ,a r ;�.,. i Y %�7 ���� „�t 1. 7,�w Nf ater \a v � ;_, _ �,•'— lass=�'•. '= '� " � J` Leucadia,. :• --;' :�-�_ '�; Tp vi ," ..� •�� r J��` • V .� w 6..�1.. \• '• . . n `; ems_ +C" NIP JJJ to '' '� i!!? 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E u 6 n E ^t c >, zu 0 to m m 7 L. +1 ttl '� � ip i A 'O O C m-4 to i CD -W 4J CO W -4 N W � d � ..m i 0 C N D y � pS ..4C0ID sJ0 zLo L, In c 2 o.ao w b vz A y-4 E L W O O O a, UC % m.+-1 m � a 144 41 M c..1 y A C 4 y-E•+ C W ~ a7 m 7 C j V�Q 0% 0 i > a O m A r� > to 0 m y V 4 t m 0 o o- 4 E cm 0 0 Aj 0) o n o -E 0+ m n v-4 I o ° T oG y sa W O t m W U U +q+ ' 0.U 4 y 7 m ~ w m 4J 4 CD U)'0 m E m U O t w •-4 go t+ y y M H 4 a O E+ W m -4 W m do E�wt n E CWAJ " < C Ipor W ►+ S CD t7' +i M 6 b A U • a t~C O m A O U 4 L • p U > C .� A ii O M 18 Information Sources The following information sources were consulted and referenced for this Initial Study. (1) City of Encinitas, 1989 updated. "Encinitas General Plan Program Land Use Policy Map" and "Encinitas Zoning Map. " Blackline/Blueline maps prepared for the City of Encinitas, Encinitas, California. (2) City of Encinitas, 1989 updated. Encinitas General Plan. City of Encinitas: Encinitas, California. (3) Barrett Consulting Group, 1995. "Draft Highway 101 Corridor Drainage Improvements Report. " Prepared for the City of Encinitas, Encinitas, California. (4) ' California Regional Water Quality Control Board, San Diego Region, 1995. "Tentative Order No. 95-76 (NPDES Permit No. CA0108758) Waste Discharge 'Requirements for Storm Water and Urban Runoff from the County of San Diego, the Incorporated Cities of San Diego County, and the San Diego Unified Port District. " Draft waste discharge requirements prepared for the California Regional Water - Quality Control Board, San Diego Region, San Diego, California. (5) Curtis Scott Englehorn and Associates, 1998 . Inspection of North Coast Highway 101 and Railroad Corridor and vicinity for Engineering Services, City of Encinitas, Encinitas, California. (6) Encinitas Municipal Code, 1993 updated. "Chapter 9.32, Noise Abatement and Control" and "Chapter 30. 40, Performance Standards. " Municipal Code, City of Encinitas, Encinitas, California. (7) Caltrans, 1995. "Manual of Traffic Controls for Construction and Maintenance Work Zones. " Manual prepared for Caltrans, Sacramento, California. (8) W.A. Pasco Engineering, 1998 . "Draft Leucadia Drainage, Low Flow Drainage Plans. " Prepared for the City of Encinitas, Encinitas, California. 19 Mitigation Monitoring and Reporting Program The following mitigation measures shall be completed and incorporated into final plans and construction u tdocuments as appropriate to the satisfaction of the City Engineer. Site specific geotechnical and soils n ng design andinvestigations shall be performed prior to project f 1 activities . Point source pollution control nl tsstructures shall be such considered afor separators and water quality i _ _ installation 1. s certain locations grease as well as water. 20 CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT 505 South Vulcan Avenue Encinitas, CA 92024 (760)633-2775 NOTICE OF DECISION DCD 2000-104 October 24, 2000 This letter is to inform you that the Director of Community Development has approved your application for. 00-235 CDP (Leucadla Drainage Project) — Coastal Development Permit to allow the construction of a low flow storm drainage system along North Coast Highway 101 between Encinitas Boulevard and La Costa Avenue. Project Description and Discussion: The City of Encinitas Engineering Department proposes to construct a low flow storm drain system along N. Coast Highway 101. The project consists of low flow trunk and storm drainage collection facilities at three sites. The first site consists of a combination of an open shallow drainage channel and storm drainpipe. The drainage channel (South Channel) will run east of N. Coast Highway 101 between the railroad tracks and Vulcan Avenue just north of Encinitas Boulevard to Basil Street This channel will collect runoff from both the railroad corridor and Vulcan Avenue. At the downstream end, the channel will collect to an 184nch RCP storm drain that will collect runoff from an existing sump at Hennes Avenue and Cereus Street This system will then drain into an 184nch storm drain that will cross the railroad to the west and tie into a storm drain system in N. Coast Highway 101. The second-drainage site involves a network of storm drain pipes that will collect runoff from several sumps located within and west of N. Coast Highway 101, and the drainage areas in the first drainage site. The second drainage site extends from Basil Street northerly along N. Coast Highway 101 to South Carlsbad State Beach just north of La Costa Avenue. Runoff from the first site and Basil Street will be picked up with an 184nch RCP storm drain pipe and drained into the main storm drain that runs north along N. Coast Highway 101. Next, an 184nch storm drain will collect runoff from the sump area on Cadmus Street and drain into the main storm drain, which will be increased in size to a 244nch RCP. An 184nch storm drain will run down Europa Street and to into the 244nch trunk line on N. Coast Highway 101. The storm drain on Europa Street collects runoff from the alley between Europa Street and Daphne Street 184nch storm drains will also be installed on Leucadia Boulevard and Jasper Street to collect runoff on the alleys between Europa Street and Diana Street Both of these 184nch storm drains be into the trunk line on N. Coast Highway 101. North of Diana Street the rest of the runoff will be collected in catch basins on N. Coast Highway 101 and drain to the trunk line via 18-inch RCP connector pipes. The main 24-inch trunk line runs along N. Coast Highway 101 and drains into two detention/percolation basins at the South Carlsbad State Beach panting lot: As part of the project, the upstream detention basin is being enlarged so that the storm drain flows don't encroach into the sensitive salt marsh habitat that exist in the downstream detention basin. 0.11 acres of wetlands are being removed as part of the enlargement of the upstream detention basin. However, 0.44 acres of wetlands habitat is being restored/created in the enlarged -ICA9A upstream detention basin. Finally, the existing parking lot is being restriped to add 4 additional parking spaces. The third drainage site consists of a combination of storm drainpipes and an open shallow drainage channel. The drainage channel (North Channel) runs east of N. Coast Highway 101 between the railroad tracks and Vulcan Avenue from just north of Leucadia Boulevard to the alignment of Grandview Street. The system starts with an 184nch RCP storm drain that crosses Leucadia Boulevard and drains into the new channel, and ends with a connection to an existing channel continuing north to and under La Costa Avenue. In addition, inlets and a storm drain will be installed in Union Street and Orpheus to convey ponding water from a sump at that location. Oil/Water separators will be installed in all catch basins on the project. Existing development within and adjacent to the project site consists primarily of residential and commercial uses. The commercial uses are located almost entirely along the west side of N. Coast Highway 101. The railroad runs along the east side of N. Coast Highway 101. The residential uses are located west of N. Coast Highway 101 and east of Vulcan Avenue. Topographically, the project site is relatively flat north to south along N. Coast Highway 101 and the railroad. There are several depressed areas and sumps in the corridor along the highway and railroad as well as in alleys west of the highway and along Vulcan Avenue east of the railroad. There is also a nearby-related depressed area at Orpheus Avenue and Union Street. These locations have inadequate or nonexistent drainage facilities to relieve chronic ponding and flooding problems. The proposed storm drain system will reduce these ponding and flooding problems. The proposed drainage improvements are part of the City's Capital Improvement Plan. The Engineering Department has conducted an environmental analysis of the project, which resulted in a Negative Declaration that was approved by the State Clearinghouse on May 13, 1999. A standard public notice was issued for the Coastal Development Permit, which allowed for a 10-calender day public review and comment period. Because the project is located within the Coastal Appeal Zone Public Hearing was held on October 16, 2000. Several members of the public were present at the hearing. All were in favor of this drainage project that will improve drainage and flooding problems that currently exist along N. Coast Highway 101. FINDINGS FOR A COASTAL DEVELOPMENT PERMIT STANDARD: Section 30.80.090 of the Municipal Code provides that the authorized agency must make the following findings of fact, based upon the information presented In the application and during the Public Hearing, in order to approve a coastal development permit: 1. The project is consistent with the certified Local Coastal Program of the City of Encinitas; and, 2. The proposed development conforms with Public Resources Code Section 21000 and following (CEQA) in that there are no feasible mitigation measures or feasible alternatives available which would substantially lessen any significant adverse impact that the activity may have on the environment. 3. For projects involving development between the sea or other body of water and the nearest public road, approval shall include a specific finding that such development is in conformity with the public access and public recreation policies of Section 30200 et. Seq. Of the Coastal Act 4. To mitigate 0.11 acres of temporary wetland impacts associated with the expansion of the project outfall sedimentation basin at Carlsbad State Beach, the Wetland Mitigation Plan for the Leucadia Low Flow Storm Drain System Project (October 2000) will be implemented by the City. This plan requires the creation/restoration and monitoring of impacted wetlands at a 4:1 ratio consistent with California Coastal Commission standards. Implementation of this plan is also a part of the conditions of U.S. Army Corps of Engineers Nationwide Permit 43, California Department of Fish and Game 1601 Streambed Alteration Agreement#5-291-00, and California Water Quality Control Board 401 Water Certification #OOC-114 authorizations for this project. The new detention basin design will be large enough to hold all additional peak storm outflows created by the project. As a result outflow rates will remain the same as the existing conditions at the site. This design will prevent potential impacts from higher storm flows to sensitive plant species found along the margins of a second detention basin down stream of the impacted basin at the State Beach site. Facts: The City's General Plan and Municipal Code are applicable components of the City's Local Coastal Plan. The project consists of the construction of a low flow storm drain system along N. Coast Highway 101 from Encinitas Boulevard to La Costa Avenue. The Public Safety Element of the General Plan specifies goals and policies for the City to develop and implement a master plan for drainage and flood control and to improve local drainage systems. The proposed drainage improvements implement the goals and policies of the General Plan. Conclusion: Since the project complies with the goals and policies of the General Plan, the Community Development Department finds that the project is consistent with the certified Local Coastal Program of the City of Encinitas. In addition, required finding#2 is not applicable since no significant adverse impact is associated with the project. In regard to finding #3, the drainage improvements located at the northern portion of the project site are to be constructed between the first public road and the sea. However, the drainage improvements will not impact any public access to coastal resources. No aspect of the project has been identified which could have an adverse impact on coastal resources or any natural resources. The approval of this Coastal Development Permit satisfies the requirements of the Encinitas Local Coastal Program. Approval of this Coastal Development Permit applies only to the portions of the drainage project contained within the boundaries of the City of Encinitas. Environmental Review: A Negative Declaration has been prepared for this project, and was acknowledged by the State Clearinghouse on May 13, 1999 (SCH#99041060), and adopted by the City Council on June 9, 1999. —10Ao2A This approval is subject to the following conditions: SCI SPECIFIC CONDITIONS: SC2 This approval will expire on October 24, 2002 at 5:00 p.m., two years after the approval of this project, unless the conditions have been met or an extension of time has been approved pursuant to the Municipal Code. SC6 This project is conditionally approved as set forth on the application and project plans dated received by the City on September 22, 2000 consisting of 26 sheets including Drainage plans along N. Coast Highway 101 from north of Encinitas Blvd. To South Carlsbad State Beach, all designated as approved by the Community Development Director on October 24, 2000. Approved plans shall not be altered without the express authorization of the Community Development Department. SCA A Coastal Development Permit must also be obtained from the City of Carlsbad for this portion of this project located within the City of Carlsbad. All mitigation measures specified in the negative declaration prepared for the project shall be complied with. G1 STANDARD CONDITIONS: CONTACT THE COMMUNITY DEVELOPMENT DEPARTMENT REGARDING COMPLIANCE WITH THE FOLLOWING CONDITION(S): G2 This approval may be appealed to the City Council within 15 calendar days from the date of this approval in accordance with Chapter 1.12 of the Municipal Code. The appeal must be filed, accompanied by a $100.00 filing fee, prior to 4:00 p.m. on the 16m calendar day following the date of this notice of decision. The action of the Community Development Department in reference to the above item may be appealed to the Coastal Commission. G3 This project is located within the Coastal Appeal Zone and may be appealed to the Califomia Coastal Commission pursuant to Coastal Act Section 30603 and Chapter 30.04 of the City of Encinitas Municipal Code. An appeal of the Planning Commission's Decision must be filed with the Coastal Commission within 10 days following the Coastal Commission's receipt of the Notice of Final Action. Applicants will be notified by the Coastal Commission as to the date the Commission's appeal period will conclude. Appeals must be in writing to the Coastal Commission, San Diego Coast District office. This notice constitutes a decision of the Community Development Department only. Additional permits may be required by the Building Department or other City departments. It is the applicant's responsibility to obtain all necessary permits required for the type of project proposed. If you have any questions regarding this determination, please contact Kipp Hefner at the Engineering Department by telephoning (760) 633-2775. Sandra Holder Director, Community Development *BEC Burkhart Environmental Consulting P.O Box 420358 San Diego,G4 92142 March 23, 2001 Eric Munoz City of Carlsbad Planning Department City of Carlsbad 1635 Faraday Avenue Carlsbad, CA 92008-7314 Dear Mr. Munoz, You requested Burkhart Environmental Consulting (BEC) to provide you with an opinion regarding the environmental impacts which would result from adding a 50-year storm overflow pipe to the design of your Leucadia Lowflow Storm Drain Project. It is our understanding this pipe is being added to project design as a result of City of Carlsbad Conditions of Project Approval for the portion of the project located within their jurisdiction at Carlsbad State Beach. They are requiring this overflow pipe be added to the project in order to conduct high storm flows under the Highway 1 southbound lane and into the median drainage to prevent storm overflows from disrupting roadway access. The design for this pipe runs from the roadside bank at the northeast end of the second detention basin at the State Beach at a slight angle northeast across and under the Highway 1 south bound lane to the highway median. This design is shown on City of Carlsbad Planning Commission's Exhibit B for project number CUP 00-47, dated April 18, 2001. On Tuesday March 13, 2001 a site meeting was held to review any additional environmental impacts which might be caused by constructing or operating this overflow pipe. Present at this meeting were Eric Munoz and Don Rideout representing City of Carlsbad planning and environmental review staff, Kip Hefner and Alan Archibald representing the City of Encinitas Engineering staff, and myself representing BEC. It was determined by consensus at this meeting there would be no significant environmental impacts resulting from the construction of this overflow pipe since its southwestern inlet would be constructed in an area of bare ground recently cleared of exotic weed species and presently containing only a few native shrubs found in such disturbance areas (Isocoma veneta); and, its northeastern outlet in the median would be in an area covered by non- Page 1 of 2 native ice plant(Carpobrotus edulis). In addition the City of Encinitas agreed to set specific limits of work on the construction plans to assure there would be no damage to sensiti\c wetland vegetations on either side of the road (see plans for the designation of these limits). Finally, the City agreed to have a biologist present during construction to assure these limits were staked properly and not violated. BEC also considered the long-term potential fresh water impacts to native saltmarsh habitats located in the median which might be caused by overflow through this pipe. It is our judgement that flows through this pipe will cause no additional impacts beyond what already exist since storm flows above the capacity of the detention basins currently pass over the highway into the median. All this pipe does is route these flows under the roadway so that they do not block traffic. In any case, it is unlikely such infrequent freshwater overflows could permanently dilute the high soil salinity which assure salt marsh survival in the median. Based on this analysis, it is my opinion that the addition of this overflow pipe to the project will cause no additional significant environmental impacts and that the wetland mitigation and monitoring plan developed by BEC for this project, and presently permitted with the California Department of Fish and Game, the U.S. Army Corps of Engineers, the Regional Water Quality Control Board, and the California Coastal Commission (under Encinitas jurisdictional review) will be adequate to mitigate all environmental impacts of this project. Sincerely, *Ll) &W44 Brad Burkhart, Principal Burkhart Environmental Consulting Page 2 of 2 CITY OF ENCINITAS DESIGNER: LEROY RODAS ENGINEERING DEPARTMENT INSPECTOR: RON BRADY FIELD OPERATIONS LEUCADIA DRAINAGE 30-Aug-01 CMD95A/CEE97C BID DATE 30 AUGUST 2001 VADNAIAS CORP ORION CONSTRUCTION COLICH CONSTRUCTION 2,731,127.00 4,477,108.00 4,871,495.00 ITEM lu NIT QTY UNIT$ TOTAL$ TOTAL$ UNIT$ TOTAL$ 1 Clearing and Grubbing L.S. 1 $210,000.00 $210,000.00 $58,000.00 2 Earthen Ditch $58,000.00 $100,000.00 $100,000.00 L.F. 4,474 $3.00 $13,422.00 $12.00 $53,688.00 $10.00 3 Jack and Bore 24"RCP L.F. 76 $650.00 $44,740.00 $49,400.00 $700.00 $53,200.00 $1,500.00 $114,000.00 4 24"RCP(D-2000) L.F. 7,356 $100.00 $735,600.00 $245.00 $1,802,220.00 5 12"PVC(C-900) L.F. 969 $120.00 $300.00 $2,206,800.00 6 14"PVC(C-905) L.F. 7,513 $116,280.00 $220.00 $213,180.00 $100.00 $96,900.00 $50.00 $375,650.00 $45.00 I $338,085.00 $100.00 $751,300.00 7 Storm Drain Cleanout Each 19 $7,200.00 $136,800.00 $11,000.00 $209,000.00 8 Modified Cleanout Each 16 $3,000.00 $57,000.00 $10,600.00 $169,600.00 $19,500.00 $312,000.00 $20,000.00 $320,000.00 9 Survey Monument Each 3 $500.00 $1,500.00 $500.00 10 18"RCP(D-2000) L.F. 3,536 $1,500.00 $300.00 $900.00 $145.00 $512,720.00 $280.00 $990,080.00 $260.00 $919,360.00 11 Traffic Loops Each 4 $650.00 $2,600.00 $800.00 12 Concrete Pipe Collar Each 1 $3,200.00 $3,000.00 $12,000.00 $1,000.00 $1,000.00 $2,500.00 $2,500.00 $1,000.00 $1,000.00 13 Striping and Legends LS 1 $5,000.00 $5,000.00 $3,000.00 14 Type C Catch Basin Each 2 $4,000.00 $3,000.00 $3,000.00 $3,000.00 $8,000.00 $6,600.00 $13,200.00 $3,500.00 $7,000.00 15 Type G Catch Basin Each 9 $4,000.00 $36,000.00 $7,400.00 16 Modified Curb Outlet Each 1 $66,600.00 $3,000.00 $27,000.00 $4,500.00 $4,500.00 $4,500.00 $4,500.00 $10,000.00 $10,000.00 17 Concrete Headwall Each 2 $3,000.00 $6,000.00 $3,000.00 18 Type B Catch Basin Each 3 $5,5 .00 $6,000.00 $2,000.00 $4,000.00 $4 $16,500.00 $6,500.00 $19,500.00 $4,000.00 $12,000.00 19 Concrete Sidewalk S.F. 120 $4.00 $480.00 $20.00 20 6"Concrete Curb&Gutter L.F. 280 $2,400.00 $5.00 $600.00 $25.00 $7,000.00 $30.00 $8,400.00 $15.00 $4,200.00 21 Relocate Water Meters Each 3 $2,200.00 $6,600.00 $3,000.00 22 Detention Basin Earthwork L.S. 1 $9,000.00 $2,000.00 $6,000.00 $90,000.00 1 $90,000.00 $170,000.00 $170,000.00 $50,000.00 $50,000.00 23 Landscape&Irrigation L.S. 1 $60,000.00 $60,000.00 $50,000.00 24 K-Rail with Chain Link Fence L.F. 1,000 $50,000.00 $30,000.00 $30,000.00 $50.00 $50,000.00 $20.00 $20,000.00 $10.00 $10,000.00 25 36"RCP(D-2000) L.F. 15 $300.00 $4,500.00 $360.00 26 Concrete Energy Dissipator Each 1 $5,400.00 $300.00 $4,500.00 $20,000.00 $20,000.00 $8,000.00 27 48"CMP Riser Each 1 $3,000.00 $3,000.00 $2,500.00 $8,000.00 $15,000.00 $15,000.00 28 24"CMP Riser Each 1 $2,500.00 $4,000.00 $4,000.00 $2,500.00 $2,500.00 $2,000.00 $2,000.00 $3,000.00 $3,000.00 29 6"Concrete Curb Type G-1 L.F. 254 $25.00 $6,350.00 $20.00 30 6"A.C.Berm $5,080.00 $15.00 $3,810.00 L.F. 50 $13.00 $650.00 $12.00 $600.00 $10.00 31 Concrete Cross Gutter S.F. 300 $50.00 $15,000.00 $16.00 $500.00 32 Type G-6 Concrete Curb(T 259 $4,800.00 $10.00 $3,000.00 $25.00 $6,475.00 $25.00 33 Relocate Sewer Lateral Each 10 $3,000.00 $6,475.00 $15.00 $3,885.00 $30,000.00 $1,500.00 (Contingenc Bid Item) $15,000.00 $1,000.00 $10,000.00 34 Relocate Water Service Each 10 $2,300.00 $23,000.00 $1,400.00 (Contingency Bid Item) $14,000.00 $600.00 $6,000.00 35 Rip Rap Energy Dissipator(SDRSD D Each 1 $4,000.00 $4,000.00 $3,000.00 $3,000.00 $25,000.00 $25,000.00 36 Brooks Catch Basin with Steel Grate Each 1 $ 1,000.00 $1,000.00 $1,000.00 $1,000.00 $ 5,000.00 ALTERNATE A $5,000.00 HOBAS 24"PIPE LF 1968 $ 615.00 $1,210,320.00 $ 850.00 ALTERNATEATOTAL $1,672,800.00 600 $1,180,800.00 ALTERNATE B $1,210,320.00 $1,672,800.00 $1,180,800.00 POLYMER CONCRETE 24"PIPE LF 1968 $ 610.00 $1,200,480.00 $ 766.00 ALTERNATE B TOTAL $1,507,488.00 500 $984,000.00 $1,200,480.00 $1,507,488.00 $984,000.00 Bids.xlw 08/30/2001 CALIFORNIA DEPARTMENT OF FISH AND GAME CERTIFICATE OF FEE EXEMPTION- De Hinimis Impact Finding Project Title/Location (Name an-- Address of Project) : Located in city of Encinitas. county of San Diego. Leucadia Drainage Project. North Highway 101 and railroad corridor from Sunset Drive to South Carlsbad State .Beach. Project Description: Installation of low flow trunk and collection storm drainage facilities . Findings of Exemption No impacts have been identified which will adversely affect: (A) Riparian land,. rivers, streams, watercourses, and wetlands under state and federal jurisdiction; (B) Native and non-native plant life and the soil required to sustain habitat for fish and wildlife; (c) Rare and unique plant life and ecological communities dependent on plant life; and (D) Listed threatened and endangered plant and animals and the habitat in which they are believed to reside. (E) All species or plant or animals as listed as protected or identified for special manaaement in the Fish and Game Code, the Public Resources Code, the Water Code or regulations adopted thereunder. (F) All marine and terrestrial species subject to the Jurisdiction of the Department of Fish and Game and the ecoloc-cal communities in which they reside. (G) All air and water resources the degradation of which will individually or cumulatively result in a loss of biological diversity among the plants and animals residing in that air and water. Please see Negative Declaration/EIR initial study for more information. Certification: I hereby certify that the lead agency has made the above findings of fact and that based upon the initial study and hearing record the project will not individually or cumulatively have an adverse effect on wildlife resources, as defined in Section 711.2 of the Fish and Game Code. z for Sandra L. 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L) ro 7 0 L •m j CT )-i H a) Qi U) 0 Z a) a V ro � 0 a) W � w ro r O ° to b u m U O A w -.i U tr e E 0 co00 + a+-) w " a.0 o w ,n m 4Jw YHA 4 m E m N E C Q 0 W r-i 7 ^� C a) CT^^•i N E 4 x m r0 0 N A O U -O m >4 ro A U H W U > b A X O 18 Information Sources The following information sources were consulted and referenced for this Initial Study. (1) City of Encinitas, 1989 updated. "Encinitas General Plan Program Land Use Policy Map" and "Encinitas Zoning Map. " Blackline/Blueline maps prepared for the City of Encinitas, Encinitas, California. (2) City of Encinitas, 1989 updated. Encinitas General Plan. City of Encinitas : Encinitas, California. (3) Barrett Consulting Group, 1995. "Draft Highway 101 Corridor Drainage Improvements Report. " Prepared for the City of Encinitas, Encinitas, California. (4) California Regional Water Quality Control Board, San Diego Region, 1995. "Tentative Order No. 95-76 (NPDES Permit No. CA0108758) Waste Discharge Requirements for Storm Water and Urban Runoff from the County of San Diego, the Incorporated Cities of San Diego County, and the San Diego Unified Port District. " Draft waste discharge requirements prepared for the California Regional Water ' Quality Control Board, San Diego Region, San Diego, California. (5) Curtis Scott Englehorn and Associates, 1998 . Inspection of North Coast Highway 101 and Railroad Corridor and vicinity for Engineering Services, City of Encinitas, Encinitas, California. (6) Encinitas Municipal Code, 1993 updated. "Chapter 9. 32, Noise Abatement and Control" and "Chapter 30 . 40, Performance Standards . " Municipal Code, City of Encinitas, Encinitas, California. (7) Caltrans, 1995. "Manual of Traffic Controls for Construction and Maintenance Work Zones . " Manual prepared for Caltrans, Sacramento, California. (8) W.A. Pasco Engineering, 1998 . "Draft Leucadia Drainage, Low Flow Drainage Plans. " Prepared for the City of Encinitas, Encinitas, California. 19 Mitigation Monitoring and Reporting Program The following mitigation measures shall be completed and incorporated into final plans and construction documents as appropriate to the satisfaction of the City Engineer. Site specific geotechnical and soils engineering investigations shall be performed prior to project final design and construction activities . Point source pollution control structures such as oil/water separators and water quality inlets shall be considered for installation in certain locations to remove petroleum compounds and grease as well as floatable debris and settleable solids from storm water. 20 STATE OF CALIFORNIA—THE RESOURCES AGENCY GRAY DAVIS, 69,vemor CALIFORNIA COASTAL COMMISSION SAN DIEGO AREA -a 3111 CAMINO DEL RIO NORTH,SUITE 200 SAN DIEGO, CA 92108-1725 (619) 521-8036 Filed: August 20, 1999 49th Day: November 8, 1999 Th 8 b 180th Day: March 18, 2000 Staff: DL-SD Staff Report: September 23, 1999 Hearing Date: October 12-15, 1999 SUBSTANTIAL ISSUE STAFF REPORT AND RECOMMENDATION ON APPEAL LOCAL GOVERNMENT: City of Encinitas DECISION: Approved With Conditions APPEAL NO.: A-6-ENC-99-113 APPLICANT: City of Encinitas PROJECT LOCATION: Within the Highway 101 right-of-way from approximately 360 ft. south of La Costa Ave., north to the Encinitas/Carlsbad City limits. PROJECT DESCRIPTION: Construction of a network of low flow drainage systems consisting of 18 to 24 inch diameter storm drain pipes (with various catch basins), with ultimate discharge at South Carlsbad State Beach. APPELLANTS: Commissioners Sara Wan and Paula Daniels SUMMARY OF STAFF RECOMMENDATION: The staff recommends that the Commission, after public hearing, determine that substantial issue exists with respect to the grounds on which the appeal has been filed. SUBSTANTIVE FILE DOCUMENTS: Certified City of Encinitas Local Coastal Program; Appeal Application dated August 20, 1999; City of Encinitas Initial Study for Leucadia Drainage; City of Encinitas Community Development Department Notice of Decision DCD-99-065; CDP 99-133; Pers. Comm. with Mike Wells, California Department of Parks and Recreation, 10/21/99. I. Appellants Contend That: The appellants contend that the City's decision is inconsistent with several provisions of the City's LCP related to provisions for the protection and enhancement of ground, A-6-ENC-99-113 Page 2 surface and ocean water quality, the minimization of harmful pollutants entering the ocean environment; and the preservation of environmentally sensitive habitats including ocean recreational areas, coastal water, beaches, and coastal strand areas. 11. Local Government Action. The coastal development permit was approved by the City of Encinitas Director of Community Development on July 20, 1999. Several special conditions were attached which require that all mitigation measures specified in the negative declaration prepared for the project be complied with. These measures include performing site specific geotechnical soils engineering investigations prior to final design to ensure seismic safety, considering installation point source pollution control structures such as oil/water separators. III. Appeal Procedures. After certification of a Local Coastal Program(LCP), the Coastal Act provides for limited appeals to the Coastal Commission of certain local government actions on coastal development permits. Projects within cities and counties may be appealed if they are located within mapped appealable areas. The grounds for appeal are limited to the assertion that "development does not conform to the certified local coastal program." Where the project is located between the first public road and the sea or within 300 ft. of the mean high tide line, the grounds of appeal are limited to those contained in Section 30603(b) of the Coastal Act. Those grounds are that the development does not conform to the standards set forth in the certified local coastal program or the access policies set forth in the Coastal Act. Section 30625(b) of the Coastal Act requires the Commission to hear an appeal unless it determines that no substantial issue is raised by the appeal. If the staff recommends "substantial issue" and no Commissioner objects,the Commission will proceed directly to a de novo hearing on the merits of the project. If the staff recommends "no substantial issue" or the Commission decides to hear arguments and vote on the substantial issue question, proponents and opponents will have 3 minutes per side to address whether the appeal raises a substantial issue. It takes a majority of Commissioners present to find that no substantial issue is raised. If substantial issue is found, the Commission will proceed to a full public hearing on the merits of the project. If the Commission conducts a de novo hearing on the permit application, the applicable test for the Commission to consider is whether the proposed development is in conformity with the certified Local Coastal Program. In addition, for projects located between the sea and the first public road paralleling the sea, Sec. 30604(c) of the Act requires that a finding must be made by the approving agency, whether the local government or the Coastal Commission on appeal,that the A-6-ENC-99-113 Page 3 development is in conformity with the public access and public recreation policies of Chapter 3. In other words, in regard to public access questions, the Commission is required to consider not only the certified LCP, but also Chapter 3 policies when reviewing a project on appeal. The only persons qualified to testify before the Commission at the "substantial issue" stage of the appeal process are the applicant, persons who opposed the application before the local government(or their representatives), and the local government. Testimony from other persons must be submitted in writing. At the time of the de novo hearing, any person may testify. Staff Recommendation On Substantial Issue. The staff recommends the Commission adopt the following resolution: Staff recommends that the Commission determine that SUBSTANTIAL ISSUE exists with respect to the grounds on which the appeal was filed,pursuant to PRC Section 30603. MOTION Staff recommends a NO vote on the following motion: I move the Commission determine that Appeal No. A-6-ENC-99-113 raises no substantial issue with respect to the grounds on which the appeal has been filed. A majority of the Commissioners present is required to pass the motion. Findings and Declarations. 1. Project Description/Historv. The coastal permit approved by the City of Encinitas permits the construction of a network of low flow trunk and collection storm drainage facilities installed at three sites generally paralleling Highway 101 north of Encinitas Boulevard in Encinitas that will discharge into "two detention/percolation basins at South Carlsbad State Beach" within the City of Carlsbad. Only a small segment (approximately 520 lineal feet) of the proposed development is within the Commission's Appeal Jurisdiction. The appealable area is located approximately 360 lineal feet south of La Costa Avenue on the east side of Highway 101 and commences north across to the west side of Highway 101 north of La Costa Avenue ending at the Encinitas/Carlsbad jurisdictional line. That portion of the development where the approved drainage facilities will discharge is on California Department of Parks and Recreation property within the City of Carlsbad. As such, a separate coastal development permit for this portion of the development is required from the City of Carlsbad. However, the City of Carlsbad has indicated that while they have received a permit application, the application is not A-6-ENC-99-113 Page 4 complete and additional environmental analysis is required before the application can be heard. The City's approval will result in the potential for increased discharges of polluted runoff into an existing detention/percolation basin at South Carlsbad State Beach that has been designated as a wetland mitigation site. No study was performed on the amount, quantity, or rate at which discharges would increase. As approved by the City, the development appears to be inconsistent with several policies contained in the certified . Local Coastal Program(LCP) that address water quality issues. Specifically: Land Use Policy 2.8—Development shall not be permitted where it will result in significant degradation of ground, surface, or ocean water quality, or where it will result in significant increased risk of sewage overflows, spills, or similar accidents. Resource Management Goal 2—The City shall make every effort to improve ocean water quality. Resource Management Policy 2.1 —In that ocean water quality conditions are of utmost importance, the City shall aggressively pursue the elimination of all forms of potential unacceptable pollution that threatens marine or human health. Resource Management Policy 2.3 —To minimize harmful pollutants from entering the ocean environment from lagoons, streams, storm drains, and other waterways containing potential contaminants, the City shall mandate the reduction or elimination of contaminants entering all such waterways;... Resource Management Goal 5—The City will make every effort to participate in programs to improve air and water quality in the San Diego region. Resource Management Goal 10—The City will preserve the integrity, function, productivity, and long term viability of environmentally sensitive habitats throughout the City,including kelp-beds, ocean recreational areas, coastal water,beaches, lagoons and their up-lands,riparian areas, coastal strand areas, coastal sage scrub and coastal mixed chaparral habitats. Although required by the above listed LCP Policies, the City's approval does not specifically address the impacts of the proposed development as it affects water quality and sensitive habitats. While the City's approval does include a statement that some filtering be"considered" in certain(unidentified) areas,there is no requirement that such areas be identified or included. The proposal does not include Best Management Practices (BPM's) or measures at the inlets to the system to eliminate unacceptable pollution of the downstream discharge site. The proposed discharge area within the City of Carlsbad,which is not the subject of this approval, is an identified wetland mitigation area. As such, discharge of increased and potentially polluted runoff could adversely affect this resource area and ultimately ocean water quality. In addition, the discharge area is adjacent to a popular recreational beach, and significant amounts of pollutants A-6-ENC-99-113 Page 5 discharged immediately upstream of the beach could have an adverse impact on human health and use of the area for coastal access and recreation. The discharge area is located on property owned by the California Department of Parks and Recreation. The Department's biologist has indicated the presence of Nuttal's lotus (Lotus nuttallianus) on the site, a rare plant listed by the Federal Government as a Species of Concern. The Department has also indicated their intention to improve and restore existing habitat at the discharge area through an exotics-removal program. The City did not consult with the U.S. Fish and Wildlife Service or the California Department of Fish and Game prior to approval of the project. Furthermore, the City's approval does not address alternative discharge locations that could have less impacts on coastal resources or alternatives such as installation of a low- flow diversion system to allow for treatment prior to discharge. The City of Encinitas certified LCP requires that an applicant for a proposed development either have the property owner as a co-applicant or get written permission to proceed with the development. In this particular case, the proposed discharge area is on State Parks property and their representative has indicated that they have not yet received an application to allow work to be conducted on Parks property. In addition,because the City of Carlsbad has not yet reviewed that portion of the development within its LCP jurisdiction, the City's action may also prejudice the ability of the City of Carlsbad to implement their Certified LCP regarding this proposal. In summary, the City's approval is inconsistent with the certified LCP because it does not include provisions to protect water quality or sensitive resources through the minimization or elimination of pollutants that will be discharged, does not address alternatives to the project that may lessen the environmental impact of the project, and because the consent of affected property owners has not been given, the approval may prejudice the ability of the Commission and the City of Carlsbad to implement Carlsbad's certified LCP and the Coastal Act. (G:\San Diego\Reports\1999\H-6-ENC-99-113 City of Encinitas stfipt.doc) STATE OP CALIFORNIA—THE RESOURCES AGENCY GRAY DAMS, Govemor CALIFORNIA COASTAL COMMISSION SAN DIEGO AREA roi 3111 CAMINO DEL RIO NORTH,SUITE 200 SAN DIEGO, CA 92108-1725 (619) 521-8036 APPEAL FROM COASTAL PERMIT DECISION OF LOCAL GOVERNMENT Please Review Attached Appeal Information Sheet Prior To Completing This Form. SECTION I. Appellants) Name: Commissioner Sara Wan Mailing Address: 22350 Carbon Mesa Road AUG 2 0 1999 Malibu, CA 90265 Phone Number: 310-456-6605 CALIFORNIA COASTAL COMMISSION SECTION IL Decision Being Appealed SAN DIEGO COAST D15TRICT 1. Name of local/port government: City of Encinitas Engineering Dept. 2. Brief description of development being appealed: Construction of 18 to 24 inch diameter low flow storm drains with catch basins along the route,that are proposed to be installed generally parallel to Highway 101 north of Encinitas Blvd and continuing north that will connect to and discharge onto South Carlsbad State Beach. 3. Development's location (street address, assessor's parcel no., cross street, etc:) The appealable portion of the development(approximately 520 lineal feet) commences at amproximately 360 lineal feet south of La Costa Ave. on the east side of Highway 101 and continues north across to the west side of Highway 101 (north of La Costa Ave ) ending at the Encinitas/Carlsbad iurisidiction line. Encinitas, San Diego County. 4. Description of decision being appealed: a. Approval; no special conditionsTl b. Approval with special conditions: c. DenialTi Note: For jurisdictions with a total LCP, denial decisions by a local government cannot be appealed unless the development is a major energy or public works project. Denial decisions by port governments are not appealable. TO BE COMPLETED BY COMMISSION: APPEAL NO: A-6-ENC-99-113 DATE FILED:8/20/99 DISTRICT: San Diego APPEAL FROM COASTAL PERMIT DECISION OF LOCAL GOVERNMENT Page 2 5. Decision being appealed was made by(check one): a. ❑ Planning Director/Zoning c. ❑ Planning Commission Administrator b. ❑ City Council/Board of d. ® Other-Community Development Director Supervisors Date of local government's decision: July 20, 1999 Local government's file number(if any): 99-133 CDP SECTION III. Identification of Other Interested Persons Give the names and addresses of the following parties. (Use additional paper as necessary.) Name and mailing address of permit applicant: City of Encinitas Attn: Kipp Hefner 505 S. Vulcan Avenue Encinitas, Ca 92024 Names and mailing addresses as available of those who testified (either verbally or in writing) at the city/county/port hearing(s). Include other parties which you know to be interested and should receive notice of this appeal. Planning Director City of Carlsbad 2075 Las Palmas Carlsbad, Ca 92009 State Dept. of Parks and Recreation Attn: Paul Webb 8885 Rio San Diego Drive, Suite 270 San Diego, Ca 92108 SECTION W. Reasons Supporting This'Appeal Note: Appeals of local government coastal permit decisions are limited by a variety of factors and requirements of the Coastal Act. Please review the appeal information sheet for assistance in completing this section, which continues on the next page. APPEAL FROM COASTAL PERMIT DECISION OF LOCAL GOVERNMENT ( Pace 3) State briefly your reasons for this aooeal . Include a summary description of Local Coastal Program, Land Use Plan, or Port Master Plan policies and requirements in which you believe the project is inconsistent and the reasons the decision warrants a new hearing. (Use additional paper as necessary.) ATTACHMENT "A" Note: The above description need not be a complete or exhaustive statement of your reasons of appeal ; however, there must be sufficient discussion for staff to determine that the appeal is allowed by ,law. The appellant, subsequent to filing the appeal , may submit additional information to the staff and/or Commission to support the appeal request. SECTION V. Certification The information and facts stated above are c ect the best of my/our knowledge. Signature o p l ' ) or Author' a Agent Date 8/19/99 NOTE: If signed by agent, appellant(s) must also sign below. Section. VI . Agent Authorization to act as my/our I/We hereby authorize representative and to bind me/us in all matters concerning this appeal . Signature of Appellant(s) "Date Encinitas Drainage Appeal Attachment A The coastal permit approved by the City of Encinitas permits the construction of a network of low flow trunk and collection storm drainage facilities installed at three sites generally paralleling Highway 101 north of Encinitas Boulevard in Encinitas that will discharge into "two detention/percolation basins at South Carlsbad State Beach" within the City of Carlsbad. Only a small segment (approximately 520 lineal feet) of the proposed development is within the Commission's Appeal Jurisdiction. The appealable area is located approximately 360 lineal feet south of La Costa Avenue on the east side of Highway 101 and commences north across to the west side of Highway 101 north of La Costa Avenue ending at the Encinitas/Carlsbad jurisdictional line.That portion of the development where the approved drainage facilities will discharge is on California Department of Parks and Recreation property within the City of Carlsbad. As such, a separate coastal development permit for this portion of the development is required from the City of Carlsbad. However, the City of Carlsbad has indicated that they have not yet reviewed the project. The City's approval will result in the potential for increased discharges of polluted runoff into an existing detention/percolation basin at South Carlsbad State Beach that has been designated as a wetland mitigation site. As approved by the City,the development appears to be inconsistent with several policies contained in the certified Local Coastal Program (LCP) that address water quality issues. Specifically: Land Use Policy 2.8—Development shall not be permitted where it will result in significant degradation of ground, surface, or ocean water quality, or where it will result in significant increased risk of sewage overflows, spills, or similar accidents. Resource Management Goal 2—The City shall make every effort to improve ocean water quality. Resource Management Policy 2.1 —In that ocean water quality conditions are of utmost importance, the City shall aggressively pursue the elimination of all forms of potential unacceptable pollution that threatens marine or human health. Resource Management Policy 2.3 —To minimize harmful pollutants from entering the ocean environment from lagoons, streams, storm drains, and other waterways containing potential contaminants,..the City shall mandate the reduction or elimination of contaminants entering all such waterways;... Resource Management Goal 5 The City will make every effort to participate in programs to improve air and water quality in the San Diego region. Resource Management Goal 10—The City will preserve the integrity, function, productivity, and long term viability of environmentally sensitive habitats throughout the City, including kelp-beds, ocean recreational areas, coastal water,beaches, Page 2 Encinitas Drainage Appeal lagoons and their up-lands,riparian areas, coastal strand areas, coastal sage scrub and coastal mixed chaparral habitats. Although required by the above listed LCP Policies, the City's approval does not specifically address the impacts of the proposed development as it affects water quality and sensitive habitats. While the City's approval does include a statement that some filtering be "considered" in certain (unidentified) areas, there is no requirement that such areas be identified or included. The proposal does not include Best Management Practices (BPM's) or measures at the inlets to the system to eliminate unacceptable pollution of the downstream discharge site. The proposed discharge area within the City of Carlsbad, which is not the subject of this approval, is an identified wetland mitigation area. As such, discharge of increased and potentially polluted runoff could adversely affect this resource area and ultimately ocean water quality. In addition, the City's approval does not address alternative discharge locations that could have less impacts on coastal resources or alternatives such as installation of a low-flow diversion system to allow for treatment prior to discharge. The City of Encinitas certified LCP requires that an applicant for a proposed development either have the property owner as a co-applicant or get written permission to proceed with the development. In this particular case, the proposed discharge area is on State Parks property and their representative has indicated that they have not been consulted. In addition,because the City of Carlsbad has not yet reviewed that portion of the development within its LCP jurisdiction, the City's action may also prejudice the ability of the City of Carlsbad to implement their Certified LCP regarding this proposal. In summary, the City's approval is inconsistent with the certified LCP because it does not include provisions to protect water quality or sensitive resources through the minimization or elimination of pollutants that will be discharged,has failed to receive the consent of affected property owners and may prejudice the ability of the Commission and the City of Carlsbad to implement Carlsbad's certified LCP and the Coastal Act. STATE OF CALIFORNIA—THE RESOURCES AGENCY GRAY DAVIS, Govemoi CALIFORNIA COASTAL COMMISSION SAN DIEGO AREA 3111 CAMINO DEL RIO NORTH,SUITE 200 SAN DIEGO, CA 92108-1725 (619) 521-8036 APPEAL FROM COASTAL PERMIT DECISION OF LOCAL GOVERNMENT Please Review Attached Appeal Information Sheet Prior To Completing This Form. SECTION I. Appellants) Name: Commissioner Paula Daniels j c Mailing Address: 12400 Wilshire Blvd. Suite 400. a O Los _ Angeles. Ca 90025-1023 Phone Number: 310-442-7900 AUG 2 0 1999 SECTION II. Decision Being Appealed SAN CALIFORNIA MISION 1. Name of local/port government: City of Encinitas Engineering Dept AN DIEGO COAST DISTRICT 2. Brief description of development being appealed: Construction of 18 to 24 inch diameter low,flow storm drains with catch basins along the route that are proposed to be installed generally parallel to Highway 101 north of Encinitas Blvd.and continuing north that will connect to and discharste onto South Carlsbad State Beach. 3. Development's location (street address, assessor's parcel no., cross street,etc:) The appealable portion of the development (approximately SZO lineal feetl _Commences at approximately 360 lineal feet south of La Costa Ave on the east side of Highway 101 and continues north across to the west side of Highway 101 north of La Costa Ave ) ending at the Encinitas/Carlsbad jurisidiction line Encinitas. San Diego County. 4. Description of decision being appealed: a. Approval; no special conditions:❑ , _ b. Approval with special conditions:IZ c. Denial:II Note: For jurisdictions with a total L.CP, denial decisions by a local government cannot be appealed unless the development is a major energy or public works project. Denial decisions by:port governments are not appealable. TO BE COMPLETED BY COMMISSION: APPEAL NO: A-6-ENC-99-113 DATE FILED:8/20/99 DISTRICT: San Diego APPEAL FROM COASTAL PERMIT DECISION OF LOCAL GOVERNMENT Page 2 5. Decision being appealed was made by (check one): a. ❑ Planning Director/Zoning c. ❑ Planning Commission Administrator b. ❑ City Council/Board of d. ®- Other community Development Director Supervisors Date of local government's decision: July 20, 1999 Local government's file number(if any): 99-133 CDP SECTION III. Identification of Other Interested Persons Give the names and addresses of the following parties. (Use additional paper as necessary.) Name and mailing address of permit applicant: City of Encinitas Attn: Kipp Hefner 505 S. Vulcan Avenue Encinitas, Ca 92024 Names and mailing addresses as available of those who testified (either verbally or in writing) at the city/county/port hearing(s). Include other parties which you know to be interested and should receive notice of this appeal. Planning Director City of Carlsbad 2075 Las Palmas Carlsbad, Ca 92009 State Dept of Parks and Recreation Attn: Paul Webb 8885 Rio San Diego Drive, Suite 270 San Diego, Ca 92108 SECTION IV. Reasons Supporting This Appeal Note: Appeals of local government coastal permit decisions are limited by a variety of factors and requirements of the Coastal_Act. Please review the appeal information sheet for assistance in completing this section,which continues on the next page. APPEAL FROM COASTAL PERM1 DECISION OF LOCAL GOVERNMENT aae 3) State briefly your reasons for this aooeal . Include a surnmary description of Local Coastal Program, Land Use Plan, or Port Master Plan policies and requirements in which you believe the project is inconsistent and the reasons the decision warrants a new hearing. (Use additional paper as necessary. ) SEE ATTACHMENT "A" Note: The above description need not be a complete or exhaustive statement of your reasons of appeal ; however, there must be sufficient discussion for staff to determine that the appeal is allowed by law. The appellant, subsequent to filing the appeal , may submit additional information to the staff and/or Commission to support the appeal request. SECTION V. Certification . The information and facts stated above are correct to the best of my/our knowledge. Signature_ of Appellant(s) or d`gthori'zed Agent Date 8419/99. NOTE: ,,- IF7s-igned by agent, appellant(s) must'. also. sign below. Section VI . Agent Authorization I/We hereby authorize to act as my/our representative and to, bind. me/.us . in all matters concerning this appeal . - Signature of Appellant( s) Date Encinitas Drainage Appeal Attachment A The coastal permit approved by the City of Encinitas permits the construction of a network of low flow trunk and collection storm drainage facilities installed at three sites generally paralleling Highway 101 north of Encinitas Boulevard in Encinitas that will discharge into "two detention/percolation basins at South Carlsbad State Beach"within the City of Carlsbad. Only a small segment (approximately 520 lineal feet) of the proposed development is within the Commission's Appeal Jurisdiction. The appealable area is located approximately 360 lineal feet south of La Costa Avenue on the east side of Highway 101 and commences north across to the west side of Highway 101 north of La Costa Avenue ending at the Encinitas/Carlsbad jurisdictional line. That portion of the development where the approved drainage facilities will discharge is on California Department of Parks and Recreation property within the City of Carlsbad. As such, a separate coastal development permit for this portion of the development is required from the City of Carlsbad. However,the City of Carlsbad has indicated that they have not yet reviewed the project. The City's approval will result in the potential for increased discharges of polluted runoff into an existing detention/percolation basin at South Carlsbad State Beach that has been designated as a wetland mitigation site. As approved by the City, the development appears to be inconsistent with several policies contained in the certified Local Coastal Program(LCP) that address water quality issues. Specifically: Land Use Policy 2.8-Development shall not be permitted where it will result in significant degradation of ground, surface, or ocean water quality, or where it will result in significant increased risk of sewage overflows, spills, or similar accidents. Resource Management Goal 2—The City shall make every effort to improve ocean water quality. Resource Management Policy 2.1.—In that ocean water quality conditions are of utmost importance, the City shall aggressively pursue the elimination of all forms of potential unacceptable pollution that threatens marine or human health. Resource Management Policy 2.3—To minimize harmful pollutants from entering the ocean environment from lagoons, streams;storm drains, and other waterways containing potential contaminants,the City:shall mandate the reduction or elimination of contaminants entering all such waterways;... Resource Management Goal 5=The'City will make every effort to participate in programs to improve air,and water quality in the San Diego region. Resource ManagemencGoal 10—The City will preserve the integrity, function, productivity, and long term viability.of environmentally sensitive habitats throughout the City, including kelp-beds, ocean recreational areas, coastal water,beaches, 3 Page 2 Encinitas Drainage Appeal lagoons and their up-lands, riparian areas,coastal strand areas, coastal sage scrub and coastal mixed chaparral habitats. Although required by the above listed LCP Policies, the City's approval does not specifically address the impacts of the proposed development as it affects water quality and sensitive habitats. While the City's approval does include a statement that some filtering be "considered" in certain(unidentified) areas, there is no requirement that such areas be identified or included. The proposal does not include Best Management Practices (BPM's) or measures at the inlets to the system to eliminate unacceptable pollution of the downstream discharge site. The proposed discharge area within the City of Carlsbad, which is not the subject of this approval, is an identified wetland mitigation area. As such, discharge of increased and potentially polluted runoff could adversely affect this resource area and ultimately ocean water quality. In addition, the City's approval does not address alternative discharge locations that could have less impacts on coastal resources or alternatives such as installation of a low-flow diversion system to allow for treatment prior to discharge. The City of Encinitas certified LCP requires that an applicant for a proposed development either have the property owner as a co-applicant or get written permission to proceed with the development. In this particular case, the proposed discharge area is on State Parks property and their representative has indicated that they have not been consulted. In addition,because the City of Carlsbad has not yet reviewed that portion of the development within its LCP jurisdiction,the City's action may also prejudice the ability of the City of Carlsbad to implement their Certified LCP regarding this proposal. In summary, the City's approval is inconsistent with the certified LCP because it does not include provisions to protect water quality or sensitive resources through the minimization or elimination of pollutants that will be discharged, has failed to receive the consent of affected property owners and may prejudice the ability of the Commission and the City of Carlsbad to implement Carlsbad's certified LCP and the Coastal Act. ^ij; B A I Q U I T 0 S \\• �' f <�` \ HAVEN(, 35' ''. .. .. /• 4 �L �\ %4 ill• 1• �,t � \ '� Ir�l \ ' `� -'~ �` `•� . � ..,�__ ;8�; \ o� '\� � �' � � ��. ._..• , . ;,__-''', `rte` � �_ '`• �{,. 15 y 1 :� � �. a. r, i• TrRyI' 7 11 r• •.� •• • � •• i �P•(( 1 -- •.7r Iu 111 , �`\ . •eIOR�� 1• 'Y t�ij� 1 � ��^ 1\ `I�)�\ � �//f�; U ,-�^-_, ��'✓' � 4p' \�1.� �j \ \ `•:� .11. i� r 13' t } .0 '/i ?�� .., cos `;ir,ti\i •�,. .1 a -i,:; ��-�'� ��'^�I , tt A�PEAL}�F�LE AREA PA •'':\' �' �; •r.•I{� ,•, 'Mann - 1 �. _ - � .. a� - _::�; a\i`\ R •c, ;.,>�,.c\' � •3 ul ;v, ,..• •'ll � ..;•`_�r �: a �. _ �`��`• ' 15', d� Z• t I •..°.o. •.�• id I "y. „ 1 l r�•� �,\.�., s �•' � i % `, �d,k_. •• t�' 'S•` � •c•: .�, q i i It ;; •��`. o•. i i : 'j •i Water \ :.:, \ e•, 1 r' t :L• Tank ai jPark� t• ,i.. r; 19• It \ Encinitas'Beach'. • • " Count Park,• �wQ j�.+� •'• :�. ',`I �'�% I 1 1'O, ��', ••� r u i � \ \`� \ F.• •'.• �• .i • •�47' :1 t 1 ". .. /8_4 _ ! $�•aJ s: +'�. 1='v:ate =::�y, e+': •\ °•. .�•�! Ene .�• \/ 1 �.I I••�• 'i%',' y?'''' f \', `a` Lam,`• \ \ Sea'-de Gardens': St o •• _ _ _ re'ps �\• 1 �y Li County ` as a. ,IS\ \ • 4•. ••i.� .1.% ISa L f 1 111 , p mooiT IGHT 16 - `■ '�' e STATE BEACH .. \1 1 '1 .1: E �•. .Ua `"v e I q Tin1�5 Encinitas ,W.s ..h r .�•-•.: '•. �...•� :,,gyp rte. �lti 911 1 ? i _ s•. "� i r e: °.ice_ r'.�-�I ��� EXHIBIT NO. 1 PROJECT VICINITY APPLICATION NO. A-6-ENC-99-113 6 Location Map al{fomia Coastal Commission PASCO ENGINEERING, INC. 535 NORTH HIGHWAY 101, SUITE A SOLANA BEACH, CA 92075 (858)259-8212 WAYNE A. PASCO FAX(858)259-4812 R.C.E.29577 October 8, 1999 PE 815 City of Encinitas 505 So. Vulcan Avenue Encinitas, CA 92024 Attn: Lloyd Holt&Kip Heffner RE: LEUCADIA DRAINAGE—HYDROLOGY Dear Mr.Holt and Mr. Heffner: The purpose of this report is to provide hydrologic data for your analysis that will enable approximations to be made as to the expected amount of time it will take for low lying areas to drain after a storm. As was discussed, and agreed,we have performed the Rational Method Hydrology calculations for Qio, Q2'5, Q5o, Qioo(see calculations attached)relative to the"initial" basin. Based on this information and the hydraulic calculations performed earlier, a Rational Method Hydrograph was produced to determine an approximate volume of runoff that could be expected to impact the system in a 10 year frequency storm(407,290 CF). This volume is computed assuming a zero cfs discharge rate. The hydraulic calculations indicated that,with the assumptions we chose, approximately 8 cfs could be the expected rate for the 225.97 ac basin to drain. Therefore,the time it would take to drain 407,290 cubic feet of water at a rate of 8 cubic feet per second is approximately 14 hours(see calculations attached). If the assumption can be made that the flows from this basin control the time it takes for the low points west of Highway 101 to drain,then one could expect drainage of those low points to commence approximately 14 hours after the end of a 10 year event. The additional time it takes to drain these low points could be expected to be significantly shorter than the initial 14 hours due to their relative smaller sizes. City of Encinitas Oct. 8, 1999 Page 2 We understand that this is just one possible scenario, and that many exist. In any case, however long the ponding lasts,we believe that it will not be made worse than what is experienced today due to the check valves and sealed mainline pipes and structures incorporated into the design. It is the professional opinion of Pasco Engineering that,based on this agreed upon simplistic approach and broad assumptions,runoff generated by a 10 year frequency storm could be expected to drain to below ponding elevations within 14 to 24 hours from the end of the storm. While we have not provided any data other than initial basin hydrology for evaluation of lower frequency storms(15 year, 25 year etc), one could reasonably expect ponding to last longer for such storms. Conversely, for minor storm events there may be little or no ponding experienced at some or all of the various low points served by the system. If you have any questions pertaining to the above,please do not hesitate to contact us. Very truly yours, PASCO ENGINEERING, INC. �pFESSip o Pty rape NE a. pgsgl�. Wayne.Pasco, RCE 29577 `?' 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D _ S 7 ��1J 73.53 -. s O•80` /�v�i . **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 1.3A Release Date: 3/06/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Highway 101, Suite A Solana Beach, CA 92075 Ph. (619)259-8212 Fax. (619)259-4812 ************************** DESCRIPTION OF STUDY ************************** * Rough Hydrology study of Leucadia Drainage area for purposes of * determining approx. time of pressurized mainline. * * la Yf� SrbQirj ************************************************************************** FILE NAME: 815.DAT TIME/DATE OF STUDY: 16:18 9/24/1999 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 10.00 6-HOUR DURATION PRECIPITATION (INCHES) = 1.700 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 SPECIFIED CONSTANT RUNOFF COEFFICIENT = .500 NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 INITIAL SUBAREA FLOW-LENGTH = 150.00 UPSTREAM ELEVATION = 142.00 DOWNSTREAM ELEVATION = 140.50 ELEVATION DIFFERENCE = 1.50 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) = 13.227 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.392 SUBAREA RUNOFF(CFS) _ .20 TOTAL AREA(ACRES) _ .17 TOTAL RUNOFF(CFS) _ .20 **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION 140.50 DOWNSTREAM ELEVATION 80.00 STREET LENGTH(FEET) = 800.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 15.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 3.26 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .22 HALFSTREET FLOODWIDTH(FEET) = 4.68 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.83 PRODUCT OF DEPTH&VELOCITY = 1.06 STREETFLOW TRAVELTIME(MIN) = 2.76 TC(MIN) = 15.99 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.116 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 5.80 SUBAREA RUNOFF(CFS) = 6.14 SUMMED AREA(ACRES) = 5.97 TOTAL RUNOFF(CFS) = 6.34 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .27 HALFSTREET FLOODWIDTH(FEET) = 6.99 FLOW VELOCITY(FEET/SEC.) = 5.22 DEPTH*VELOCITY = 1.39 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 80.00 DOWNSTREAM NODE ELEVATION = 59.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 2700.00 CHANNEL SLOPE _ .0075 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = .030 MAXIMUM DEPTH(FEET) = 10.00 CHANNEL FLOW THRU SUBAREA(CFS) = 6.34 FLOW VELOCITY(FEET/SEC) = 2.49 FLOW DEPTH(FEET) _ .61 TRAVEL TIME(MIN.) = 18.10 TC(MIN.) = 34.08 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< -------------------------- 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.299 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 220.00 SUBAREA RUNOFF(CFS) = 142.86 TOTAL AREA(ACRES) = 225.97 TOTAL RUNOFF(CFS) = 149.20 TC(MIN) = 34.08 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 3 -------------------------------------------------------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<<< DEPTH OF FLOW IN 60.0 INCH PIPE IS 43.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 9.8 UPSTREAM NODE ELEVATION = 54.60 DOWNSTREAM NODE ELEVATION = 6.80 FLOWLENGTH(FEET) = 10000.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 149.20 TRAVEL TIME(MIN. ) = 17.00 TC(MIN.) = 51.08 END OF STUDY SUMMARY: PEAK FLOW RATE(CFS) = 149.20 TC(MIN.) = 51.08 TOTAL AREA(ACRES) = 225.97 END OF RATIONAL METHOD ANALYSIS RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 1.3A Release Date: 3/06/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Highway 101, Suite A Solana Beach, CA 92075 Ph. (619)259-8212 Fax. (619)259-4812 ************************** DESCRIPTION OF STUDY ************************** * Rough Hydrology study of Leucadia Drainage area for purposes of * determining approx. time of pressurized mainline. * 25 year storm. ************************************************************************** FILE NAME: 815.DAT TIME/DATE OF STUDY: 14:33 9/27/1999 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 25.00 6-HOUR DURATION PRECIPITATION (INCHES) = 1.900 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 SPECIFIED CONSTANT RUNOFF COEFFICIENT = .500 NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 INITIAL SUBAREA FLOW-LENGTH = 150.00 UPSTREAM ELEVATION = 142.00 DOWNSTREAM ELEVATION = 140.50 ELEVATION DIFFERENCE = 1.50 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) = 13 .227; 25 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.673 SUBAREA RUNOFF(CFS) _ .23 TOTAL AREA(ACRES) _ .17 TOTAL RUNOFF(CFS) _ .23 **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 140.50 DOWNSTREAM ELEVATION = 80.00 STREET LENGTH(FEET) = 800.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 15.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 3.63 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .23 HALFSTREET FLOODWIDTH(FEET) = 5.26 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.60 PRODUCT OF DEPTH&VELOCITY = 1.06 STREETFLOW TRAVELTIME(MIN) = 2 .90 TC(MIN) = 16.13 25 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.352 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 5.80 SUBAREA RUNOFF(CFS) = 6.82 SUMMED AREA(ACRES) = 5.97 TOTAL RUNOFF(CFS) = 7.05 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .28 HALFSTREET FLOODWIDTH(FEET) = 7.57 FLOW VELOCITY(FEET/SEC.) = 5.10 DEPTH*VELOCITY = 1.42 FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 80.00 DOWNSTREAM NODE ELEVATION = 59.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 2700.00 CHANNEL SLOPE = .0075 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = .030 MAXIMUM DEPTH(FEET) = 10.00 CHANNEL FLOW THRU SUBAREA(CFS) = 7.05 FLOW VELOCITY(FEET/SEC) = 2.58 FLOW DEPTH(FEET) _ .64 TRAVEL TIME(MIN.) = 17.42 TC(MIN.) = 33.55 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ------------ 25 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.466 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 220.00 SUBAREA RUNOFF(CFS) = 161.31 TOTAL AREA(ACRES) = 225.97 TOTAL RUNOFF(CFS) = 168.36 TC(MIN) = 33.55 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 3 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA««< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<< DEPTH OF FLOW IN 60.0 INCH PIPE IS 48.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 9.9 UPSTREAM NODE ELEVATION = 54 .60 DOWNSTREAM NODE ELEVATION = 6.80 FLOWLENGTH(FEET) = 10000.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 168.36 TRAVEL TIME(MIN.) = 16.81 TC(MIN.) = 50.35 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------- 25 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.129 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 146.00 SUBAREA RUNOFF(CFS) = 82.38 TOTAL AREA(ACRES) = 371.97 TOTAL RUNOFF(CFS) = 250.74 TC(MIN) = 50.35 END OF STUDY SUMMARY: PEAK FLOW RATE(CFS) = 250.74 Tc(MIN.) = 50.35 TOTAL AREA(ACRES) = 371.97 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 1.3A Release Date: 3/06/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Highway 101, Suite A Solana Beach, CA 92075 Ph. (619)259-8212 Fax. (619)259-4812 ************************** DESCRIPTION OF STUDY ************************** * Rough Hydrology study of Leucadia Drainage area for purposes of * determining approx. time of pressurized mainline. * 50 year storm ************************************************************************** FILE NAME: 815.DAT TIME/DATE OF STUDY: 14:33 9/27/1999 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 50.00 6-HOUR DURATION PRECIPITATION (INCHES) = 2.200 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 SPECIFIED CONSTANT RUNOFF COEFFICIENT = .500 NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 INITIAL SUBAREA FLOW-LENGTH = 150.00 UPSTREAM ELEVATION = 142.00 DOWNSTREAM ELEVATION = 140.50 ELEVATION DIFFERENCE = 1.50 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) = 13.227 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.095 SUBAREA RUNOFF(CFS) _ .26 TOTAL AREA(ACRES) _ .17 TOTAL RUNOFF(CFS) _ .26 **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 140.50 DOWNSTREAM ELEVATION 80.00 STREET LENGTH(FEET) = 800.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 15.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 4.26 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .24 HALFSTREET FLOODWIDTH(FEET) = 5.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.65 PRODUCT OF DEPTH&VELOCITY = 1.13 STREETFLOW TRAVELTIME(MIN) = 2.87 TC(MIN) = 16.10 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.727 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 5.80 SUBAREA RUNOFF(CFS) = 7.91 SUMMED AREA(ACRES) = 5.97 TOTAL RUNOFF(CFS) = 8.17 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .29 HALFSTREET FLOODWIDTH(FEET) = 8.15 FLOW VELOCITY(FEET/SEC.) = 5.22 DEPTH*VELOCITY = 1.51 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 80.00 DOWNSTREAM NODE ELEVATION = 59.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 2700.00 CHANNEL SLOPE _ .0075 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = .030 MAXIMUM DEPTH(FEET) = 10.00 CHANNEL FLOW THRU SUBAREA(CFS) = 8.17 FLOW VELOCITY(FEET/SEC) = 2.70 FLOW DEPTH(FEET) _ .69 TRAVEL TIME(MIN.) = 16.69 TC(MIN.) = 32.78 **************************************************************************** FLOW PROCESS FROM NODE 3 .00 TO NODE 4.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.723 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 220.00 SUBAREA RUNOFF(CFS) = 189.57 TOTAL AREA(ACRES) = 225.97 TOTAL RUNOFF(CFS) = 197.75 TC(MIN) = 32.78 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 3 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<< DEPTH OF FLOW IN 66.0 INCH PIPE IS 48.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 10.5 UPSTREAM NODE ELEVATION = 54.60 DOWNSTREAM NODE ELEVATION = 6.80 FLOWLENGTH(FEET) = 10000.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 197.75 TRAVEL TIME(MIN.) = 15.89 TC(MIN.) = 48.68 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ------------------------- 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.336 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 146.00 SUBAREA RUNOFF(CFS) = 97.50 TOTAL AREA(ACRES) = 371.97 TOTAL RUNOFF(CFS) = 295.25 TC(MIN) = 48.68 END OF STUDY SUMMARY: PEAK FLOW RATE(CFS) = 295.25 Tc(MIN.) = 48.68 TOTAL AREA(ACRES) = 371.97 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 1.3A Release Date: 3/06/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Highway 101, Suite A Solana Beach, CA 92075 Ph. (619)259-8212 Fax. (619)259-4812 ************************** DESCRIPTION OF STUDY ************************** * Rough Hydrology study of Leucadia Drainage area for purposes of * determining approx. time of pressurized mainline. * 100 year storm ************************************************************************** FILE NAME: 815.DAT TIME/DATE OF STUDY: 14:34 9/27/1999 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES) = 2.500 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 SPECIFIED CONSTANT RUNOFF COEFFICIENT = .500 NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 INITIAL SUBAREA FLOW-LENGTH = 150.00 UPSTREAM ELEVATION = 142.00 DOWNSTREAM ELEVATION = 140.50 ELEVATION DIFFERENCE = 1.50 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) = 13.227 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.517 SUBAREA RUNOFF(CFS) _ .30 TOTAL AREA(ACRES) _ .17 TOTAL RUNOFF(CFS) _ .30 **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 140.50 DOWNSTREAM ELEVATION = 80.00 STREET LENGTH(FEET) = 800.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 15.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 4.84 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .24 HALFSTREET FLOODWIDTH(FEET) = 5.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.27 PRODUCT OF DEPTH&VELOCITY = 1.28 STREETFLOW TRAVELTIME(MIN) = 2.53 TC(MIN) = 15.76 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.142 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 5.80 SUBAREA RUNOFF(CFS) = 9.11 SUMMED AREA(ACRES) = 5.97 TOTAL RUNOFF(CFS) = 9.41 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .30 HALFSTREET FLOODWIDTH(FEET) = 8.73 FLOW VELOCITY(FEET/SEC.) = 5.35 DEPTH*VELOCITY = 1.61 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 80.00 DOWNSTREAM NODE ELEVATION = 59.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 2700.00 CHANNEL SLOPE = .0075 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = .030 MAXIMUM DEPTH(FEET) = 10.00 CHANNEL FLOW THRU SUBAREA(CFS) = 9.41 FLOW VELOCITY(FEET/SEC) = 2.81 FLOW DEPTH(FEET) _ .74 TRAVEL TIME(MIN.) = 15.99 TC(MIN.) = 31.75 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ------------------ 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.999 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 220.00 SUBAREA RUNOFF(CFS) = 219.94 TOTAL AREA(ACRES) = 225.97 TOTAL RUNOFF(CFS) = 229.35 TC(MIN) = 31.75 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 3 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<<< DEPTH OF FLOW IN 69.0 INCH PIPE IS 52.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 10.8 UPSTREAM NODE ELEVATION = 54.60 DOWNSTREAM NODE ELEVATION = 6.80 FLOWLENGTH(FEET) = 10000.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 69.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 229.35 TRAVEL TIME(MIN.) = 15.37 TC(MIN.) = 47.12 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.550 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 146.00 SUBAREA RUNOFF(CFS) = 113.14 TOTAL AREA(ACRES) = 371.97 TOTAL RUNOFF(CFS) = 342.49 TC(MIN) = 47.12 END OF STUDY SUMMARY: PEAK FLOW RATE(CFS) = 342.49 Tc(MIN.) = 47.12 TOTAL AREA(ACRES) = 371.97 END OF RATIONAL METHOD ANALYSIS 19 P 11 A:. 29 v� Trailer r�_ ( �� �t /r `• �' �, � N Park tn fir, rs 3 Y r ` / s t to• \ \ a°�1 _J S o 1 % �/ -==LL 16y66 ` VA c ,t a B A I.Q U I T tr r. 4y;. lea 's r X" '�,• c �, 'e a`.. LA COSTA "` v � r-� 'I '•l $ �' 44r4 /�d•�'h M'/I SI xb ji. _ I ' � � j. r 21•'rr r r r r,',, h li - 8 Id r 1 I fir. `d;7�'�'. } a � vt'�, I ? ��• �•• � _ •I "� 1 � N ��SJ7 ta; /' V�;• � ;''arc r i x�r ��, /� S• 13; •� � �1� I k.•7 { '� i \ ,I• _�.' •r� l�Lu U r# #+�.. � `'� r x�/� '� d•, ��'' -v '�•, . i •.• •• •1:. 14111.c� n Iq �r� tI r�" � ,� � +/02 a �, � a' r 4 x r'� �I� -. •r,L•• c" ��• r� 1 s U I �J( '� ,�+ s,� "'y , Ilk ��� ly •�• l , /� �, 1\/ �� t �1 ° ���`� / +' s i' .4 �k � � ,I� r _ ,�_• ,1,. ) ) 1 n 11 w sn l ./ x Ia' }� O � v r +I a • L • y n' - n�a1er ,e ( ��s�4 ! "l �� ,� s ,�,�' � � a` �J t " r ••..• � ari 11\1/ 6 I s ��I �f '..Ir � tiy� r'' '' I f t� ''�,� \ � • 1 !1 �*.y + .��4 �• I V+ � �'fi, S�• `�' �� - 11 �• ,gam r/ f•} rtir4# a a ,:I k}R �• t�• �.�r 'K 1+� i�, 'tea, i' �' K. \• '•` • ' • � �' �s �'� ;_�ra + r "$s f" I� s �� .� aCi •a� •J � ��r >:. • fl- -Itr�- F' 5.°l� 7 ! Ak}Y 'V,. (1 yt .."^yj - _ • r • :1 r r. .,,r,,�� bb`Ty, i f 8 1 �1�Kf�9 ae� ',�1 ' I` J b...� � •�1.. 1 is 3 j� _-_ I {' : •� let A"i F � _ 13 }4 k r'';N �•> Ifr `f� ,� I�' 4' i}�t �' � l- � a k s s �m a Beach .�:•.•• �^ �` ,;• ��, �,9J+p } En .} Park \ t I � ''� ' y � ��' ���• �} .• ■ ]y .. �-lII.•.�._i- • l B4 _ �. tirg. ,JJ .. t ¢ 78 d �' ^I � d\Gardens a • II.3 Eft u•2 r County Park •� A 3 I) ! �.rr 3�• �" sI � VuFr 1� J) /0 j1 �.�, �",R�� • lS• - /�. \: -,•� 1 x b v � 1� a A t • ti'1•A'1 l•. BEACH �tj - k " r J z" o ti S7rJ QS =rr � TO: Persons Interested in the Health of California Watersheds SUBJECT: Public Release of the FINAL CALIFORNIA UNIFIED WATERSHED ASSESSMENT (UWA) Enclosed is a copy of the Final California Unified Watershed Assessment(dated October 1, 1998) and an announcement of the availability of a document containing responses to the public comments received on the draft UWA. Also included is information about how to apply for any new federal Nonpoint Source Program grant funds that become available under the Clean Water Action Plan. The UWA was prepared in accordance with the Clean Water Action Plan(CWAP) which was released by President Clinton and Vice-President Gore on February 19, 1998. The CWAP is available for viewing on the Internet at<http://www.epa.gov/cleanwater/>and the final UWA is available for viewing at<http://v,ww.ca.nres.usda.gov/wps/cwap.html>. It is anticipated that the responses to comments document will soon be made available at the latter Internet address. The effort to prepare the draft and final Unified Watershed Assessments was jointly conducted by the U.S. Department of Agriculture Natural Resources Conservation Service (MRCS) and the State Water Resources Control Board (SWRCB). These two agencies brought together a diverse working group to assist them in developing the UWA. The working group included representatives of other State and federal agencies, local agencies, Tribal Nations, watershed organizations, and other interested groups. Preparation of the UWA was the first step in a multi- year effort to address critical water resource issues in California's many diverse watersheds. It is hoped that members of the working group and those persons and groups that commented on the UWA will continue to be involved with this effort in the future. The newly available incremental Nonpoint Source grant funds will be administered by the State Water Resources Control Board (SWRCB). The SWRCB anticipates making funds available for local watershed restoration projects. The process for preparing applications for these local projects will be described in a Request for Proposals (RFP) for Clean Water Act Section 319 grant funds that the SWRCB plans to release in January 1999. Interested parties wishing to receive an RFP should send their name and mailing address to: CWA Section 319(h) RFP, Nonpoint Source Unit, Division of Water Quality, State Water Resources Control Board, P. O. Box 944213, Sacramento, CA 94244-2130. Those persons and groups that submitted comments on the draft UWA will automatically receive the response to comments document(noted above). Others wishing to receive the response document should send their name and address to: Ken Coulter, Division of Water Quality, State Water Resources Control Board, P. O. Box 944213, Sacramento, CA 94244-2130. Questions about the Unified Watershed Assessment of California can be directed to Ken Coulter at(916) 657-0682 or to Diane Holcomb of the NRCS at(530) 792-5667. November 5, 1998 06/10/98 Regular Meeting For the Commission for the Arts, the following Ballots were cast: Mayor Aspell voted for Michael Charnow, Carolyn Cope, Lindsay Duff, Patricia Khalifs, Jack Quick, Martha Witz, and Mario Yco. Council Member Bond voted for Oscar Afsahi, Carolyn Cope, Carla Stephenson-Funk, Cris Hicks, Patricia Khalifa, Judy Strick, and Mario Yco. Council Member Cameron voted for Michael Charnow, Carolyn Cope, Carla Stephenson-Funk, Cris Hicks, Patricia Khahfa, Jack Quick, and Martha Witz. Council Member Davis voted for Michael Charnow, Carolyn Cope, Patricia Khalifa, Nansy Phleger, Jack Quick, Judy Strick, and Martha Witz. Deputy Mayor DuVivier voted for Kay Brand, Michael Chamow, Carolyn Cope, Lindsay Duff,Nansy Phleger, George Shaw, and Mario Yco. Michael Chamow, Carolyn Cope, Patricia Khalifa, Jack Quick, Martha Witz, and Mario Yco were appointed to the Commission for the Arts. Because of a tie vote, the following second Ballots were cast: Mayor Aspell voted for Lindsay Duff. Council Member Bond voted for Judy Strick. Council Member Cameron voted for Cris Hicks. Council Member Davis voted for Judy Strick. Deputy Mayor DuVivier voted for Lindsay Duff. Because of a tie vote between Lindsay Duff and Judy Strick, the following third Ballots were cast: Mayor Aspell voted for Lindsay Duff. Council Member Bond voted for Judy Strick. Council Member Cameron voted for Lindsay Duff. Council Member Davis voted for Judy Strick. Deputy Mayor DuVivier voted for Lindsay Duff. Lindsay Duff was appointed to the Commission for the Arts. Mayor Aspell conducted a lottery to drawn the names of those to be serving a one year term. The final appointments were as follows: Patricia Khalifa, Jack Quick, and Mario Yco (one year term expiring March of 1999). Michael Charnow, Carolyn Cope, Lindsay Duff, and Martha Witz (t-lvo year term expiring March of 2000). 5. Award of contracts to 12rovide consultant services for Leucadia Area Nuisance Water Abatement Project to Pasco En ineerin in the amount of $43,600 for en ineerin design services and to Right-of-Way Engineering Services in the amount of$12,000 for surveying services (Project No CMD95A) Contact Person Subdivision Engineer Jensen. Engineering Services Director Archibald proposed that Pasco Engineering be selected to do the design for the Leucadia Area Nuisance Water Abatement Project in the amount of $43,600, and 06/10/98 Reg. Mtg. e Pa 3 Page Mtg. #98-qq, Bk.#12, Page_RT State W. ,;r Resources Control . aard John P. Caffrey, Chairman Peter M.Rooney Executive Office Secretary for 901 P Street•Sacramento,California 95814•(916)657-0941 FAX(916)657-0932 Pete Filson Environmental Mailing Address: P.O.Box 100•Sacramento,California•958120100- Governor Protection Internet Address: http://www.swrcb.ca.gov SePtember 30, 1998 Unified Watershed Assessment Federal Workgroup 401 M Street, SW(4503F) Washington, D.C. 20460 Dear Workgroup Members: FINAL UNIFIED WATERSHED ASSESSMENT FOR CALIFORNIA The final Unified Watershed Assessment for California(UWA) has been completed. A copy of the UWA is enclosed and is being submitted in response to the request in your August 27, 1998 memorandum. This final UWA was prepared in accordance with the Federal Clean Water Action Plan (CWAP) and the guidance provided by the U.S. Department of Agriculture and the U.S. Environmental Protection Agency. The final UWA was prepared by an interagency workgroup headed by the California State Water Resources Control Board (SWRCB) and the U.S. Department of Agriculture (USDA),Natural Resources Conservation Service. This workgroup consisted of broad representation from State, federal, and local agencies; Tribes; watershed groups; and other groups. A draft UWA was prepared by the workgroup and released for public comment to over 2,000 persons and agencies during the month of August 1998. The workgroup prepared the final UWA after reviewing more than 170 written comments. A general response document that explains the basis for selecting the priority watersheds for listing in the final UWA will be sent to all persons who reviewed the draft UWA. This response document will also contain information on activities to be undertaken by the interagency workgroup after October 1, 1998. California Environmental Protection Agency ��Recycled Paper Unified Watershed Assessment _ 2 _ September 30, 1998 Federal Workgroup Questions about the Unified Watershed Assessment for California can be directed to Ken Coulter of the SWRCB at(916) 657-0682 or Diane Holcomb of the USDA,Natural Resources Conservation Service at(530) 757-8261. Sincerely, Walt Pettit Jeffrey R. Vonk State Conservationist Executive Director State Water Resources Control Board Natural Resources Conservation Service U.S. Department Of Agriculture Enclosure cc: Ms. Alexis Strauss Acting Director Water Division U.S. Environmental Protection Agency, Region 9 75 Hawthorne Street San Francisco, CA 94105-3901 Ms. Joan Perry Regional Conservationist, West Region Natural Resources Conservation Service U.S. Department of Agriculture 650 Capitol Mall, Room 7014 Sacramento, CA 95814-4706 California Environmental Protection Agency 0a Recycled Paper Final California Unified Watershed Assessment October 1, 1998 Contents of this Packet • Categorical List of California Watersheds and their Reference Numbers • Process for Development of the Final California Unified Watershed Assessment • Index map of California Watershed Boundaries and Reference Numbers • Final Maps of California Watersheds by Category and Priority Questions about the Unified Watershed Assessment of California can be directed to Ken Coulter of the California State Water Resources Control Board at(916) 657-0682 or to Diane Holcomb of the U.S. Department of Agriculture Natural Resources Conservation Service at(530) 792-5667. 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(1) City of Encinitas, 1989 updated. "Encinitas General Plan Program Land Use Policy Map" and "Encinitas Zoning Map. " Blackline/Blueline maps prepared for the City of Encinitas, Encinitas, California. (2) City of Encinitas, 1989 updated. Encinitas General Plan. City of Encinitas : Encinitas, California. (3) Barrett Consulting Group, 1995. "Draft Highway 101 Corridor Drainage Improvements Report. " Prepared for the City of Encinitas, Encinitas, California. (4) California Regional Water Quality Control Board, San Diego Region, 1995. "Tentative Order No. 95-76 (NPDES Permit No. CA0108758) Waste Discharge Requirements for Storm Water and Urban Runoff from the County of San Diego, the Incorporated Cities of San Diego County, and the San Diego Unified Port District. " Draft waste discharge requirements prepared for the California Regional Water Quality Control Board, San Diego Region, San Diego, California. (5) Curtis Scott Englehorn and Associates, 1998 . Inspection of North Coast Highway 101 and Railroad Corridor and vicinity for Engineering Services, City of Encinitas, Encinitas, California. (6) Encinitas Municipal Code, 1993 updated. "Chapter 9. 32, Noise Abatement and Control" and "Chapter 30 . 40, Performance Standards. " Municipal Code, City of Encinitas, Encinitas, California. (7) Caltrans, 1995. "Manual of Traffic Controls for Construction and Maintenance Work Zones . " Manual prepared for Caltrans, Sacramento, California. ( 8) W.A. Pasco Engineering, 1998 . "Draft Leucadia Drainage, Low Flow Drainage Plans . " Prepared for the City of Encinitas, Encinitas, California. 19 Mitigation Monitoring and Reporting Program The following mitigation measures shall be completed and incorporated into final plans and construction documents as appropriate to the satisfaction of the City Engineer. Site specific geotechnical and soils engineering investigations shall be performed prior to project final design and construction activities . Point source pollution control structures such as oil/water separators and water quality inlets shall be considered for installation in certain locations to remove petroleum compounds and grease as well as floatable debris and settleable solids from storm water. 20 Notice of Determinatio Appendix H To: Office of Planning and Research From: (Public Agency) 1400 Tenth Street,Room 121 Sacramento,CA 95814 (Address) CITY OE ENCINITAS _ r-TI!y CIerk Community Development Dept. County of 5AN 0 505 South Vulcan Avenue P O. a0 / -7-'5'0 Encinitas, CA 92024-3633 , =� 5AN DIE6,0 0 CA 9-21 / 2- Subject. Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resources Code. Project Title P NE-�P' (70 6 33-- 2 783 State Clearinghouse Number Lead Agency Area Code/Telephone/Extension (If submitted to Clearinghouse) / Contact Person (' 5k+j bI�E&c6JNT'% CI I`t'GF �J(-uOJ iTNS IAlt RWAI� KA f'20Pk �►� 1 T<U Sb���R Project Location (include county) &E rt Project Description: LA ►oN �iF Co'`'' � `" \(ZvNtL TC2t� DrLk►AV 12th t fv r� C. M/� ti N E t_S A L 00'i C) k-1 t cl\-iw I-(ZGIA_ ►L S E-EX to cr*0-�Gak13 Sr�r� l��1-1 S�v�+� 17rz►� try L s & C- TG Zet ►f,�u-1 j5_� S i vv D i(- -rK ET E i _ This is to advise that the I) �CA F N C has approved the above described project on Lead Agency O Responsible Agency ,:I-,)L i See NOTE III Notice of Completion and Environmental Document Transmittal Form SCH*--1904106 Mai!to..State ClearinBhOIISe`1400 Tenth Street.Sacrarnento.CA 95814-9r ID vJ l3 Leucad�a�c�ainaJe, yr�a:v+Sys ypP �E�N�� 1. Project Title Gi lT 01= ESC(rV ITAS 3. Coduact �r A,1TA S 2. Lead Asescy . 3b. Cry 3a.Street Address - � 3d ZiP y� V L�F 3e. PbOuc --- _ 3c.county SAN _ _ to C./eISQAD - H tot. Qom. C -i-11I 01I- $1Jn)SL-f-�t- -,o SvtJrr( Projei:t Location AypR�zta CDgrar WV �n1ct c.* GEOX-AIDIA O 4a.Cny/CoromvmiY /�S S Ranse County 4c. section � �... 4b.Assesaa B Parcel r4o. _a JUE 5b.Fds lt-21-Nearest CommuniryTrR Se•Cans Streets ` e �rl; [ll C� i Statc wy Y S b. Airports •PA ^] 6• Wtthin 2 mtlee ttaara AY'r ice_ d. waterways --`L V C'EA -------- - OTHER: 13.O Joint Af'R 7. Document Type O5.❑Snpplemem/Subsedldm�d E� NEPA: 09. J'10I 14_ Final _ 13 1SS CEQAr Ol. NOP C (nts sd mt tee.: ) 111. Draft 15. Other- K y4ft 06. [�iNIOE 11. FA EIS� Idea E1R 07. U Noc l2 EA - -_ -- - GHQUS f 0a. NOD ------- - ----- .t`' !� -ai Aetlon T'yp!_ _ ------ waste Mgau Plan ps. Ann m -O9- "R avision(Subdi ision. 13. ?ts ` 01.lGenanpisaUpdate 06 Specfie P10p nd 1 MaP.Tract Aisp.etc.) l4.L.�rlOder OZ Navy Element or 07. Corerutunty Plan 7peM UR/tr^) 03. Geared Piro Al menddeC O8. Red-loPment 11. (]Use Perrrut ----- -04. Master Pan _.-_.-----.--------- a. DeveroPment Type --- Aesrs__ 07.g Mini T 1i°=_ Watts - al: Units _mres O8. Power Ol. Residest+ �jL Acry E+nPr_ 09. 0 waste Treauneat: Tyr 03. S1roPP!d8�omntereral" SqA Acres_ EarploYecs !/. L °C Related 04. Industn al: ♦rGD Lever a�P_.Vq�7RGE FAGiI.IT"te3 05. Ware FacSlities: Tiyr ---.�-----.-- 06. Trm°n: ------------- _ •------------ 11. Total Jobs Created ----- 10.Total Acres --------_,-------•- -- 1 Z.Project issues Discussed in Document 17 Soc:d �, r�J;1ddZe/Ripariso 09. logie/Seismic 18. -1 Ero:ioa 26. ldiife Ol_ rsual 10 Jobs/tiousiss Balance 27. lnd'tai°S 02. Atrid•'ubmsallard _ 11• iamb l9. Solid waste 28 �parible Effects, Use 03. Air QddaOtY• 12. area 20* ox.rc/HarsddI umuladve Effects 04. osi..M.storieal 21. TraryiGCitctrlatioa 29. 13. Public Services 22 egetseion 30. Other O5. ° ZD1K 14. Schoob 23. ater Quality 06. Ecoaomie 13. Srptie Systetna 24. Worded Supply 07• Fue Hazard a 16. Sewer Capacity --�.------ O8.QY7°°dinfi/Drairtei --- . _----- .�� State S Total S -- 13.Funding(app-ox-)Federal S ------------_.-_-----------tNI 14�Present Land Use and Zoni=9 CpryyvmE /a'�-� a s1 IlA V- ---------- 16.Project Description c,� -rL°tjnl[G RrJD COLS-r�orV S�P✓'1•,��'-JAl� a�AU(�-['tES `:`'+ i J_r.,.L: ' l"•. Date -;.. 16.Signature of Load Agency RePrQssntatiw ts.It a SCH number alts.dY exists for a pr°Ject(°'s"Item a Notice of • N,,F. Cbmrin[boux wiu assisa iderailicatioa numbers for all new Pr°ia PKnorstion or prevk cs draft doctrrrteat)Please l ll h in. .r...L n:...:/...rraw on Reverse State Clearinghouse Contact: Mosie Boyd Project Sent to the following State Agencies (916)445-0613 [J qqGq� X Resources State/Consumer Svcs State Review Began: ! - Boating&Waterways General Services C - - DE Coastal Comm Cal EPA Dept.Review to Agency J Coastal Consv ARB - p� Colorado Rvr Bd Integrated Waste Mgmt Bd Agency Rev to SCH - ! Conservation SWRCB: Clean Water Prog S - - X Fish&Game # SWRCB: Water Rights SCH COMPLIANCE Delta Protection Comm SWRCB: Water Quality Forestry&Fire Prot SWRCB: Bay-Delta Unit Historic Preservation X Rbg.WQCB#-? X Parks&Rec Toxic Sub Ctrl-CTC Please note State Clearinghouse Number Reclamation Board Yth/Adlt Corrections (SCH#) on all Comments Bay Cons&Dev Comm Corrections DWR Independent Comm SCH#- 99041060 OES(Emergency Svcs) Energy Commission Please forward late comments directly to the Bus Transp Hous X NAHC Lead Agency Aeronautics Public Utilities Comm CHP Santa Monica Mtns r� X Caltlans# X State Lands Comm AQMD/APCD L T(Resources- 7 / ( T ) Trans Planning Tahoe Rgl Plan Agency(TRP/►) Housing&Com Dev Food&Agriculture Other: Health Services(H20) Other: Notice of Completion and Environmental see NOTE below Document Transmittal Form Mail to:State Clearinghouse,1400 Tenth Street,Sacramento,CA 95814-916/445-0613 SCH# 1. Project Title t Person Kpp H E gN fCa 2. Lead Agency C I T 7T OFr ESC( VITAS 3. onac j�L.CA,N R.v t A_)%_L�. 3b. City �jC I N I*r S 3a. Street Address 5 5-�- cool Co,3 3- Z�8 3 qN EIoO 3d. Zip 9 ZO 2 3e. Phone�� 3c. County s __ _ Project location AjM-rN COAST HuJY 101 r 'e�- CDEP-1DOP �IUNSL LEP-1L)E 0 SUUr� t,gQtS$A+� 4. County SAN _C�lEiZQ 4a. City/Community 4b.Assessor's Parcel No. 4c. Section 4. Tt'P• �3 S Range Sa. Cross Streets S.["[<s. DP_ TTC.-cc �5b. For Rural.Nearest Community 6. Within 2 miles: a. State Hwy# - b. Airports PAUI'15 dLrCAti1 c. Railways /_'rb d. Waterways 7. Document Type CEQA: 01. ❑NOP O5. ❑Supplement/Subsequent EIR NEPA: 09. ❑101 OTHER: 13. ❑Joint Document (Prior SCH No.: ) 10. ❑FONS] 14. [:3 Final Document 02. []Early Cons ( 11. ❑Draft EIS 15. Other - DQ QF�03. [j[]Draft Dec 06. ❑NOE 12. ❑EA 04. ❑Drafr EIR 08. O;OD --- _e...local Action Type -- --- - _12. ❑Waste M. Plan 01. ❑General Plan Update 05. E)Annexation-- -fl0. ❑Rezone---- 13. ❑Cancel Ag Preserve 02. ❑New Element 06. ❑Specific Plan 10. ❑Land Division(Subdivision, 03. ❑General Plan Amendment 07. []Community Plan Parcel Map,Tract Slap,etc.) 14. Other 03. � 1� 04. ❑Master Plan 08. ❑Redevelopment 11. ❑Use Permit 9. Development Type 01. ❑Residential: Units Acres_ 07. []Mining: Mineral Type Wans 02. C3 Office: Sgfr. Acres_ Emplovees 08. ❑Power. 03. ❑Shopping/Commercial: Sq.fr. Acres_ Emplovees 09. ❑Waste Treatment: Tvpe 04. []Industrial: Sq.ft. Acres_ Emplovees 10. ❑OCS Related 11. [<Lher: 05. C]Water Facilities: MGD 06. E]Transportation: Type d�2Arn1A- rAGll - ------------------- 11. Total Jobs Created 10.Total Acres 12.Project Issues Discussed in Document 25. C?<edand/Ripazian 01. []'AestheticNisual 09. [5,Gcologic/Seismic 17. ❑Social p2. [.]Agricultural Land 10. CJ Jobs/Housing Balance 18. [.}Soil Erosion 2 [;'6. Wildlife 03. [r Air Quality ]1. Q Minerais 19. ❑Solid Waste 27. C?Growth Inducing 20. oxic/Hazardous 28. []'Incompatible Land Use 04. aArchaeological/Historical 12• �O1SC 21. Traffic/Circulation 29. [}Cumulative Effects 13. Public Services 2, eoetation 30. ❑Other O5. ❑:'Coastal Zone ❑ 06. ❑Economic 14. ❑Schools - 15. Septic Systems 23. [✓]'Water Quality 07. r-1 Fire Hazard ❑ P y 08. E'Mooding/Drainage 16. ❑Sewer Capacity 24. ❑Water Supply --------------------------- -----.--------- Total$ (approx.)Federal$ __ State$ t3.Funding(aPP 1 ( ,l„ ,per 1 .� e E5 -------------------------- 14.Present Land Use and Zoning IA L- -------------------------I�-- ---------- 15.Project Description Law FLCw -reVNK An)t� L'0&QEC-`T10&) -10 A{L- I%AU(171ES ----------------- /�.1� !/'�u Date 16.Signature of Lead Agency Representative NOTE: Clearingbouse will assign identification numbers for all new projects.If a SCH number already exists for a project(e.g.from a Notice of Preparation or previous draft document)please fill it in. Form Revised 4186-Replaces CA 189 Mark Distribution on Reverse Appendix C-2 of 3 Reviewing Agencies p Resources Agency ❑ Caltrans District — ❑ Boating/Waterways ❑ Dept.of Transportation Planning ❑ Conservation ❑ Aeronautics ❑ Fish and Game ❑ California Highway Patrol ❑ ❑ Housing and Community Dev't Forestry ❑ Colorado River Board ❑ Statewide Health Planning ❑ Dept.Water Resources ❑ Health F1 Reclamation ❑ Food and Agriculture [Parks and Recreation ❑ Public Utilities Commission ❑ Office of Historic Preservation ❑ Public Works ❑ Native American Heritage Commission ❑ Corrections ❑ S.F.Bay Cons.and Dev't.Commission ❑ General Services [.�Coastal Commission ❑ OLA ❑ Energy Commission ❑ Santa Monica Mountains ❑ State Lands Commission ❑ TRPA ❑ Air Resources Board ❑ OPR—OLGA ❑ Solid Waste Management Board ❑ OPR—Coastal ❑ SWRCB:Sacramento ❑ Bureau of Land Management ❑ RWQCB:Region# ❑ Forest Service ❑ Water Rights Other C!TY Or ❑ Water Quality ❑ Other For SCH Use Only: FDate ed at SCH Catalog Number Starts Applicant ncies Consulta n[ H Contact Phone —_—Date Address Notes: Appendix C—3 of 3 letion and Environmental sea NOTE belo"• _ Notice of Comp 9904106 Document Transmittal Form SCH f Mai!to:State Cleat+ngl1O 1400 Tenth Street.Sacramento,CA 95813-9161445-0613 r O V� �QuGA.CAi0.�Ci0.triO(�e� �o�T'-D�-q;vS�(_ 1. Project Title`► 4' F�C/ ITAS 3• ClAY 2. Lend Agency V ._i.. .�,d►t /4e7 ii oo i III 3b. C.ty 3�c. `q•V -Da ECG -_ �" z.-r ill '.10 Sdur%4 CAets Aa �loR,rcl co+lsr rr ioi �2e.calei��vaQ ros tiW �rtKL rR GEClcoasts► Prolect Lacafacros f 4a.City/Cotno uairy /�S$ grange 4_ CoumY SAN 4c. Section 'fit--- Tap' 3 4b Assessor's Pared No. Dt� U f pgr LW.Sb. For Rsrat.Nearest Community Sa.Crass Streets =_S b. Auporta cs aL vcfjart _ • 6. Within 2 miles: i Sate Hwy AYT"1'J d. Waterways �A ---_.-- r c_ RailvYs ------------------- ,y !''11�-Q 4PI,' r T. Doeaeraent TYPe _--- ubsegttem EIR NEPA. 09 JNO1 OTHEFI: 134. p Fr i 13 19gy CEQAx Ol_ NOP �.a(ri SC Kn- 10. FONSI _ _02y o(tlw sex t+. ) i1. EA F rs Other FAk H�HQU V 08. NOD --_.- - .P� • -�.-------- ----�.-- Waste Mgmt Plan -•-12' - - ....- O5. -O9�©� pivision(Subdiisioa. 13. Z�artceT7.8 v 01. General Plan Update pion l0. Land - --- l4. Octtez - 02- New Element 06. Spts�Tie Parcel rods T 3kP•eLC') 7peM TX7J*to 03• General Plan Arneadmem 08. COmt6� it. Ouse Pernnt ------6 ---- 04. Manors Plan ----IC-JJ 9. Da�oprrient TYPO 07.Q Mining: Tt 11°�� R+aru aL- - Units Acres mees 08. Power: 01.r S9� Arnrs P 09 13 Waste Treatment: Tn- id: sq,/t. AC1e ° - l0. OCS Related Arnra D�3' li.L�'Othcr. a� Arw1A4G 4r FAG05. T3VW -----06• tw°n' -------------- ----- 11. Total Jobs Created ------- 10.TOtai Acres ------_,--•-----.----- .1 is oiaet issues piseussad in DoeurnaM 17 Social 25, Est; nd/RlParian 09. gie/5eismic 26. ldlife OI. tsud 10_ leYa/Hoosing Balance 18. oil Erosion 27. -th lndneing 02. Agriettltttnl Lat>d _ t 1• inerals 19. Solid Waste 28 mpasibk Land Use 03. Air Quality 12. oils 20. Eo stc/Ftasardots 29 umulative Effects 2t. /C'eulation Otber canal Zone l3. Public Swices 22. geution �'O3. 14. Schools 23. Net Quality 06.QFsoaomic IS. Septic Systems 74. 1l Water SuPP1Y 07.p Fire Hazard 16. Sewer Capacity �.------------ 08.ervi-&ng/Drntnais__ ---- Total S State S a z.l -- Fadarel S ------------- 13.Fundin9l PMo ----- ----- 14�PMsaut Land Use send Zonlhg (t•,pMn"tE+ �`"�� 0 S i DC"� l R t- --------_-- 1ti.Prolect gtescription 3s@AIwIAl� i=A U(�LT-tE'S . F(_,pt.t� -rL°�In)iG RNb COGtES^�'�'t�� S'('OP✓`1,, -�- ---- ---- ------ Data "`'• ancY Represantatiw �! . 16.Si9natsara of Le:d A9 exists for a project(e.g-ftwn a Notice of tcatkon numbers rot all new Projects•if a SCH number already • NOTE Cle.due oax win assign Wemiti Preparation prevkous draft d�tutept)Please an it in. .r...o n:.rr:M.rion on RetKrsr or State Clearinghouse Contact: Mosie Boyd Project Sent to the following State Agencies (916)445-0613 c74? X Resources State/Consumer Svcs State Review Began: 7 - 1� -��Boating&Waterways General Services .�Coastal Comm Cal EPA Dept.Review to Agency 5 - - _Coastal Consv ARB - Colorado Rvr Bid Integrated Waste Mgmt Bd Agency Rev to SCH - I �_Conservation - SWRCB: Clean Water Prog - - A X Fish&Game # .7 SWRCB: Water Rights SCH COMPLIANCE `7 Delta Protection Comm SWRCB: Water Quality Forestry&Fire Prot SWRCB: Bay-Delta Unit Historic Preservation X Rbg.WQCB# I X Parks&Rec Toxic Sub Ctrl-CTC Please note State Clearinghouse Number Reclamation Board Yth/Adlt Corrections (SCH#) on all Comments Bay Cons&Dev Comm Corrections DWR Independent Comm SCH#- 9 9 0 4 1 0 6 0 OES(Emergency Svcs) Energy Commission Please forward late comments directly to the Bus Transp Hous X NAHC Lead Agency Aeronautics Public Utilities Comm S y CHP ! / Santa Monica Mtns X Caltrans# / ! X State Lands Comm Trans Planning Tahoe Rgl Plan Agency(TRPA) AQMD/APCD (Resources: `7 /_� Housing&Com,Dev Food&Agriculture Other: Health Services(HZO) Other: CALIFORNIA DEPARTMENT OF FISH A.&.D GAME CERTIFICATE OF FEE EXEMPTION- De Minimis Impact Finding Project Title/Location [Name an:: address of Project] : Located in City of Encinitas. County of San Diego. Leucadia Drainage Project. North Highway 101 and railroad corridor from Sunset Drive to South Carlsbad State Beach. Project Description: Installation of low flow trunk and collection storm drainage facilities. Findings of Exemption No impacts have been identified which will adversely affect: (A) Riparian land,. rivers, streams, watercourses, and wetlands under state and federal jurisdiction; (g) Native and non-native plant life and the soil required to sustain habitat for fish and wildlife; (C) Rare and unique plant life and ecological communities dependent on plant life; and (D) Listed threatened and endangered plant and animals and the habitat in which they are believed to reside. (E) All species or plant or animals as listed as protected or identified for special manaaement in the Fish and Game Code, the Public Resources Code, the Water Code or regulations adopted thereunder. (F) All marine and terrestrial species subject to the 4urisdiction of the Department of Fish and Game and the ecological communities in which they reside. (G) All air and water resources the degradation of which will individually or cumulatively result in a loss of biological diversity among the plants and animals residing in that air and water. Please see Negative Declaration/EIR initial study for more information. Certification: I hereby certify that the lead agency has made the above findings of fact and that based upon the initial study and hearing record the project will not individually or cumulatively have an adverse effect on wildlife resources, as defined in Section 711.2 of the Fish and Game Code. �J e for Sandra L. Holder Community Development Direct Title: Community Development Director Lead Agency: Citv of Encinitas Date. 5 / G CR/03/PF2-319 WP5 . 1 (5/1/91-1) " . city of Encinitas March 29, 1999 State Clearinghouse Office of Planning and Research 1400 Tenth Street, Room 121 Sacramento, CA 95814 Re: Leucadia Drainage, Low Flow Storm Drain System Dear Sirs: Enclosed please find the Notice of Preparation for a Negative Declaration along with the Initial Study for the subject project, prepared in accordance with the California Environmental Quality Act (CEQA) and the City Guidelines for Implementing CEQA. This letter initiates the review process of the City's proposed Negative Declaration and Initial Study. Any comments you may wish to make should be forwarded to the offices of the City of Encinitas within 30 days of receipt of this material. Sincerely, x" � enc.: Notice of Preparation of Negative Declaration Initial Study gc6124 TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 recycled paper , city of Encinitas NOTICE OF PREPARATION NEGATIVE DECLARATION TO: State Clearinghouse FROM: City of Encinitas Office of Planning and Research 505 S. Vulcan Ave. 1400 Tenth Street, Room 121 Encinitas, CA 92024 Sacramento, CA 95814 PROJECT TITLE: Leucadia Drainage, Low Flow Storm Drain System PROJECT APPLICANT: City of Encinitas Engineering Services A determination has been made by the City of Encinitas staff based on an initial study that: The project COULD NOT have a significant effect on the environment; therefore, a NEGATIVE DECLARATION will be prepared for the project. X The project COULD have a significant effect, but revisions to the project plans made by the applicant and/or an enforceable commitment from the applicant to include mitigation measures would reduce impacts to less-than-significant levels; therefore, a NEGATIVE DECLARATION will be prepared for the project. Any comments you may wish to make regarding the action are hereby invited. Comments must be received in the offices of the Community Development Director, City of Encinitas, within 30 days of receipt of this Notice. The description, location, and the probable environmental effects are contained in the attached materials. A copy of the Initial Study is attached, which includes mitigation measures, if any, to avoid potentially significant effect. Please send your response to Kipp Hefner at the address shown above. We will n ed the name of a contact person in your agency. Date: 7 ' 2�"� Signature Title cA, InGi V1ti'e-enr --r TelephoneCJ4-0) 0-� -2'7 7 gc6124 TEL 760-633-2600 / FAX 760-633-2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 Tj�l recycled paper CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT LEGAL NOTICE OF ENVIRONMENTAL REVIEW The City of Encinitas, pursuant to the California Environmental Quality Act (CEQA), has completed an Environmental Initial Study and is proposing to adopt a Negative Declaration for the following project: PROJECT NAME: Leucadia Drainage; Low Flow Storm Drain System. APPLICANT: City of Encinitas Engineering Services Department LOCATION: North Coast Highway 101 and Railroad Corridor from Sunset Drive to South Carlsbad State Beach, Leucadia Community, Encinitas, California. -- - DESCRIPTION: Low flow trunk and collection storm drainage facilities consisting of shallow surface channels, inlets, and 18 to 24 inch buried RCP pipes. The City has performed an initial environmental study which has determined that either no significant negative environmental impacts would result or that mitigation measures would be incorporated into the project to reduce potential significant impacts to a level of insignificance. Therefore, a Negative Declaration is proposed for this project. Anyone, wishing to comment on and/or challenge the environmental findings must do so in writing and file with the Engineering Services Department, City of Encinitas, 505 South Vulcan Avenue, Encinitas CA 92024 during the public review period to run from April 5, 1999 to 5:00 p.m. May 4, 1999. The environmental record for this project is available from the Engineering Services Department at the address noted above. For further information, please contact Kipp Hefner, Project Engineer, at the above address or by telephone (760) 633-2783. ge:6124 •4 +IF CALIFORNIA DEPARTMENT OF FISH AND ZAME CERTIFICATE OF FEE EXEMPTION- De Hinimis Impact Finding Project Title/LOcation [Name an* Address of Project] : Located is City of Encinitas. County of San Diego. Leucadia Drainage Project. North Highway l0l and railroad corridor from Sunset Drive to South Carlsbad State Beach. Project Description: Installation of low flow trunk and collection storm .drainage facilities. Findings of Exemption fied which will adversely affect: No impacts have been identi Riparian land,, rivers, streams, watercourses, and wetlands under state and (A) federal Jurisdiction; g� Native and non-native plant life and the soil required to sustain habitat for fish and wildlife; C) Rare and unique plant life and ecological communities dependent on plant life; and tD; Listed threatened and endangered plant and animals and the habitat in which they are believed-to reside. protected or identified for (E� All species or plant or animals as listed code, -he as p`ot public Resources Code, thecWateraCodemort h regulations adopted thereunder. the W (F� All marine and terrestrial species subject to the jurisdic�ion of the Department of Fish and Game and the ecoloc�cal communities in which they reside. All and water resources the degradation of which will individual)}� or (G) A_1 air a loss of biological diversity among the plants an cumulatively result and water. animals residing in that air rleaat�ve Declaration/EIR initial studv for more information. Please see Certification: has made the above findings of fact I hereby certify that the lead agency record the project will not and that based upon the initial study and hearing individually or cumulatively hevFi h and Game code. on wildlife resources, as an adverse effect defined in Section 711.2 0. the for Sandra L. Holder Community Development Direct Title: Community Development Director } Lead Agency: City of cinitas Date: 5 CR/03/PF2-319 WP5 . 1 (5/1/91-1) Notice of Determination Appendix D To: _ Office of Planning and Research From:(Public Agency)City of Encinitas 1400 Tenth Street,Room 121 Sacramento,CA 95814 505 South Vulcan Avenue Encinitas,California 92024 X County Clerk County of San Diego 1600 Pacific Highway San Diego,California 92101 Subject:Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resource Code. L_eucadia Drainage; Low Flow Storm Drain System Project Title SCH#99041060 Kipp Hefner 760.633.2783 State Clearing House Number Lead Agency Area Codefl'elephone/Extension (if submitted to Clearing House) Contact Person North Coast Hwy 101 and Railroad Corridor from Sunset Dr to South Carlsbad State Beach,Encinitas,San Diego County Project Location(include County) Project Description: Low Flow trunk and collection storm drainage facilities. This is to advise that the Ci y of Encinitas has approved the above described project on 9 June 1999 ®Lead Agency ❑Responsible Agency and has made the following determinations regarding the above described project: 1. The project[n will❑will not]have a significant effect on the environment. 2. ❑An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. 3. ®A Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 4. Mitigation measures[®were❑were not]made a condition of the approval of the project. 5. A Statement of Overriding Considerations[❑was®was not]adopted for this project. This is to certify that the final Mitigated ND with comments and responses and record of project approval is available to the General Public at: En ' eerin S ,City of.>J initas, 05 South Vulcan Avenue,Encinitas,California 92024 (ff-4'lo t"�MAJau 041/4 q 6� tu*etv- Signature(Public Agency) Date T tle Date Received for filing and posting at OPR: Revised March 1986 ............... ..............:................................................. TRANSMISSION RESULT REPORT ....................(JUN 24 "99 02:10PM).................. CITY ENCINITAS .................................................................................................................................................................................. (AUTO) ...................... THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 005 MEMORY TX 919163233018 03/03 OK ....................................................................................................................................................................................................................... ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION TRANSMITTAL FORM FAX: 633-2818 CITY OF ENCINITAS Comunity Development 505 S. Vulcan Avenue Engineering Encinitas, CA 92024-3633 Fire Administration Fire Prevention Public World DATE: J +y t�t Ct/ SEND TO FAX# TO: -r� � C4MPANy:Sj-#tr r DffC.E oy pwl'om 0314 A5&4ezJL # PP ATTACHED .3 FROM: PHONE: 760/633- 2-78-3 ❑ Call ASAP ❑ Review&Call ❑ Review&Return F.X.I. ❑ Please Handle 70 Per Our Conversazion ❑ Please Reply by TRANSMITTAL FORM FAX: 633-2818 CITY OF ENCINITAS Comunity Development 505 S. Vulcan Avenue Engineering Encinitas, CA 92024-3633 Fire Administration Fire Prevention Public Works DATE: 24 1�q SEND TO FAX# TO: �4j2 G COMPANY:5'rwreoh- ,L&F of ew-4,NNI"JL-1 4fL5E'4'e0 j # PP ATTACHED 3 FROM: K PHONE: 760/633- 7-783 ❑ Call ASAP ❑ Review& Call ❑ Review& Return V F.Y.I. ❑ Please Handle 1Z Per Our Conversation ❑ Please Reply by �Ev�-►�tJ� 1>2^k+J Fes_ F VA 01 10 G:\fax-n.doc CITY OF ENCINITAS DETERMINATION BASED ON INITIAL STUDY Name of Project: Leucadia Drainage; Low Flow Storm Drain Systems. Location: North 'Coast Highway 101 and Railroad Corridor from Sunset Drive to South Carlsbad State Beach, Leucadia Community, Encinitas, California. Description: Low flow trunk and collection storm drainage facilities. Entity or Person Undertaking Project: Engineering Services City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 Staff Determination: The City of Encinitas staff, having undertaken and completed an Initial Study of this project in accordance with the City' s CEQA Guidelines for the purpose of determining whether the proposed project might have a significant effect on the environment, has reached the following conclusion: 1 . The project could not have a significant effect on the environment; therefore, a NEGATIVE DECLARATION will be prepared. X 2 . The project could not have a significant effect on the environment, due to mitigation measures accepted by the applicant which include: site specific geotechnical and soils engineering investigations shall be performed prior to project final design and construction activities. Point source pollution control structures such as oil/water separators and water quality inlets shall be considered for installation in certain locations to remove petroleum compounds and grease as well as floatable debris and settleable solids from storm water. 3 . The project could have a significant effect on the environment; therefore, an ENVIRONMENTAL I14$ACT REPORT will be prepared. / �� (^ t �: i ; Date City of Encinitas 1 ENVIRONMENTAL INITIAL STUDY CHECKLIST FORM Project Information 1. Project Title: Leucadia Drainage; Low Flow Storm Drain Systems. 2. Lead Agency Name and Address: City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 3. Contact Person and Phone Number: Kipp Hefner Project Engineer (760) 633-2783 4 . Project Location: North Coast Highway 101 and Railroad Corridor from Sunset Drive to South Carlsbad State Beach, Leucadia Community, Encinitas, California (see maps) . 5. Project Sponsor's Name and Address: Enggineering- Services tas City of 505 South Vulcan Avenue Encinitas, CA 92024 6. General Plan Designation: 7 . Zoning: Residential 2 . 01-3. 00 Units/Acre Residential 3 (R-3) Residential 5.01-8 . 00 Units/Acre Residential 8 (R-8) Residential 8 . 01-11 . 0 Units/Acre Residential 11 (R-11) Residential 11 . 01-15. 00 Units/Acre Residential 15 (R-15) Residential 15. 01-25. 00 Units/Acre Residential 25 (R-25) Office Professional Office Professional (OP) Local Commercial Local Commercial (LC) Visitor-Serving Commercial Visitor-Serving Commercial General Commercial (VSC) Public/Semi-Public General Commercial (GC) Ecological Resource/Open Space/Parks Ecological Resource/Open Space/Parks (EROS) 8. Description of Project: This project consists of low flow trunk and collection storm drainage facilities at three job sites. The first job site is a combination of an open shallow drainage channel and storm drain pipe. The drainage channel (South Channel) runs east of the Coast Highway between the railroad tracks and Vulcan Avenue just north of Encinitas Boulevard to Basil Street. This channel will collect 2 runoff from both the railroad corridor and Vulcan Avenue. At the downstream end the channel will connect to an 18 inch RCP storm drain which collects runoff from an existing sump at Hermes Avenue and Ce Street. r dumps into inch storm drain that cr osses the railroad to the west and into the storm drain system in the Coast Highway. The second job site involves a network of storm drain pipes that collect runoff from several sumps west of the Coast Highway, the highway itself, and the drainage areas in the first job site. The site (Leucadia Drainage No. l) extends from Basil Street northerly along the Coast Highway to South Carlsbad State Beach just north of La Costa Avenue. Runoff from the first job site and Basil Street is picked up with an 18 inch RCP storm drain pipe and dumped into the main storm drain that runs north along the Coast Highway. Next, an 18 inch storm drain will collect runoff from the sump area on Cadmus Street and dump into the main storm drain which will be increased in size to a 24 inch RCP. A parallel system will begin at this point to collect runoff from sump area in the alley running from Daphine Street to Diana Street. This system will consist of several catch basins and an 18 inch RCP storm drain. The parallel system will also collect runoff from the sump area located in the park located west of the Coast Highway at Leucadia Boulevard. The system will eventually dump into the main storm drain along the Coast Highway at Diana Street. North of this point a series of catch basins collect runoff from the highway. The main storm drain will run along the highway and tie into an e colation4 basins storm he which discharges into two Carlsbad State Beach detention/p parking lot. The third job site consists of a combination of storm drain pipes and an open shallow drainage channel. The drainage channel (North Channel) runs east of the Coast Highway between the railroad tracks and Vulcan Avenue from just north of Leucadia Boulevard to opposite of Grandview Street. The system starts with an 18 inch RCP storm drain that cross Leucadia Boulevard and dumps into the new channel, and ends with a connection to an existing channel continuning north to and under ledsin Union •Stree t inlets d a storm drain will be installed and Orpheus to convey ponding water from a sump at that location. Improvements within each job site may be constructed in phases depending on job site and overall project costs and capital improvement budget allocations . 3 9. Surrounding Land Uses and Setting: Development along the North Coast Highway 101 and Railroad corridor consists predominately of residential and commercial uses . The commercial district is located almost entirely along the west side of the highway. Residential neighborhoods of varying densities occur to the west of the highway and east of the railroad across Vulcan Avenue. Topographically, the corridor is relatively flat north to south along the highway and railroad. There are several depressed areas and sumps in the corridor along the highway and railroad as well as in alleys west of the highway and along Vulcan Avenue east of the railroad. There is also a nearby related depressed area at Orpheus Avenue and Union Street. These locations have inadequate or nonexistent drainage facilities to relieve chronic ponding and flooding problems . There is an existing storm drain discharge detention and percolation basin and connected detention and percolation area at the South Carlsbad State Beach parking lot. Certain existing 24 inch storm drains along the corridor are connected to the basin. In addition a pump station on the west side of the highway north of Phoebe Street conveys seasonal ponding waters through a 12 inch pressure line which joins the 24 inch system. lo. other agencies whose approval is required and permits needed: California Coastal Commission California State Parks and City of Carlsbad Recreation Environmental Factors Potentially Affected The environmental factors listed below would be . potentially affected by this project, involving at least one impact that is a "Potentially Significant Impact" or "Potentially Significant Unless Mitigation Incorporated" as indicated by the checklist on the following pages . Geological Problems Water Evaluation of Environmental Impacts A brief explanation is provided for all checklist answers supported by information sources cited in the parentheses following each question. References are listed following the checklist. All answers take account of the whole action involved including onsite as well as offsite, project as well as cumulative, direct as well as indirect, and construction as well as operational impacts . 4 { A "No Impact" answer is appropriate if referenced sources show that the impact simply does not apply to the project. "Less Than Significant Impact" describes an applicable effect which does not cross the threshold of significance. "Potentially Significant Impact" is appropriate if there is substantial evidence that an effect is significant. If there are one or more of such impacts when the determination is made an EIR is required. "Potentially Significant Unless Mitigation Incorporated" applies where the incorporation of mitigation measures has reduced an effect from "Potentially Significant Impact" to a "Less than Significant Impact. " Associated mitigation measures are described in bold type in the checklist. Determination On the basis of this initial evaluation: I find that although the proposed project could have a significant effect on the environment, there will not be a significant effect in this case because the mitigation measures described in the following checklist have been added to the project. A NEGATIVE DECLARATION will be prepared. Signature Date A CAV D Printed Name For 5 ON 0 S cA'!CQ5TA la? "° 35 Try _ �• l ''�® •AYK•.,• , r ter•> �•� ( 11. i� rte.\•'. ten: `•\\mil' 1 `\ ` �pp, '�•''` •' 1 ��'. !�1 � .� ;• �i 1�., 1 f l /�' I '.N==.`-� �pA 'r.'1� v -'�11\\ \ 1 'r��• � rt ��•: , I _ �136� 11� `^�[: � 1�. t. i �3• • /i • •• •909 r If -i i •, \ \�, • • i •S � KGs:'. 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CC Zcl c MOONLIGHT t , �- s'•�° $ f� ! .STATE BEACH Encinitas ,, �.- PROJECT VICINITY 6 990316 Notice of Determination Appendix D To: _ Office of Planning and Research From: (Public Agency)City of Encinitas 1400 Tenth Street,Room 121 Sacramento,CA 95814 505 South Vulcan Avenue Encinitas,California 92024 X County Clerk County of San DiegoY 1600 Pacific Highway ' 4 San Diego,California 92101 _. __ . IJ Subject:Filing of Notice of Determination in compliance with Section 21108 or 21152 of the Public Resource Code. Leucadia Drainage; Low Flow Storm Drain System Project Title SCH#99041060 Kipp Hefner 760.633.2783 State Clearing House Number Lead Agency Area Code/Telephone/Extension (if submitted to Clearing House) Contact Person North Coast Hwy 101 and Railroad Corridor from Sunset Dr to South Carlsbad State Beach,Encinitas,San Diego County Project Location(include County) Project Description: Low Flow trunk and collection storm drainage facilities. This is to advise that the City of Encinitas has approved the above described project on 9 June 1999 ®Lead Agency ❑Responsible Agency and has made the following determinations regarding the above described project: 1. The project[®will❑will not]have a significant effect on the environment. 2. ❑An Environmental Impact Report was prepared for this project pursuant to the provisions of CEQA. 3. ®A Negative Declaration was prepared for this project pursuant to the provisions of CEQA. 4. Mitigation measures[[@ were❑were not]made a condition of the approval of the project. 5. A Statement of Overriding Considerations[❑was®was not] adopted for this project. This is to certify that the final Mitigated ND with comments and responses and record of project approval is available to the General Public at: EnAweering Sprvico,Citv ofd initas, 05 South Vulcan Avenue,Encinitas,California 92024 w4j S 11( 14 q K2e{, Signature(Public Agency) IlDate T tle Date Received f r ived wti iQFFICE OF THE COUNTY�ER N 2 4 1999 ewsed March 198 `• ` 1 " '�qA1 f it \ � x t .F _.....__..., __. f nr Notice of Completion and Environmental See NOTE below Document Transmittal Form SCH# Mai!to:State Clearinghouse,1400 Tenth Street,Sacramento,CA 95814-916/445-0613 C tTr � E►'v (�l TAS 3. Contact Person tPP l-(E l=^�tee_ I. Project Title tw ti t n�1 S 2. Lead Agency O l.Cf�N 14U t NV'E 3b. City Co01 Co 3'b' dVl 3 _ 3a. Street Address 3d tip 9 2 O 2 3e. Phone -- ---- AN '>a EroO 3c. County _ - - N$L"f' tMIL\c- SdLTH C4e(S8AD i �2 a cIDe EDOX'JQ tT�4 L Eri D I A Project Location 4a City/Community / S Range 4. County 4c. Section 'Sr- - TMp 4b.Assessor s Pawl No. c�.�Sf Dt2.. LA CTS Sb. For Rural.Nearest Community Sa. Cross Streets - b. Airports PA `tC OL-FAPi 6. within 2 miles: a. Rail Hwy SK d Waterways __----- c. Railways -- ------------------- --_------- OTHER: 13. ❑Joint Document 7. Document Type OS.❑Supp 14.❑Final Docymen4 . lementlSubsegttent FIR NEPA: 09. ❑NOI CEQA: 01. ❑NOP ( ScH Na: ) 10. ❑FONSI 15 E-Other - 02. ❑Early Cons 11. ❑Draft EIS NOE ❑ peRF�04:oDragftE1R 0.ONOC ----_--__ 12.- EA ------- ---- Og.❑NOD _-_ 12. ❑Waste Mgmt Plan S`1,ocal Aetion TYPO -09.❑-Rezone ------ - - - - 05. Annexation 13. attceTAg L-OO•aL� 01. ❑General Plan Update O6 ❑Specific Plan l0. ❑Land Division(Subdi�ision ❑ 02. ❑New Element Parcel Map.Tnct Stap,etc.) 14. �O�rZTWPIVI lCeAIA) 03. ❑General Plan Amendment 07. ❑Community Plan 11. Use Permit _--__---___- 08, ❑Redevelopment ❑ 04. []Master Plan ---- _-_-_---_ g. Development Type 07. ❑Mining: Mineral Wans Units Acres__ 08, ❑Power. Tjpe ol. ❑Residential: Sq1< Acres__ Employees 09. ❑Waste Treatment: Type 02. ❑Office: Acres Employees 03. ❑Shopping/Commercial: Sq.t. Acres__ Employees 10. ❑OCS Related 11. M10ther. 04. ❑Industrial: MG �eArry}GE e%AGlAT1C5 05. ❑water Fact We -----'_- ----- 06. C]Transportation- _-__--_--I ------ _ _--------__ 1. Total Jobs Created -_- 10.Total Acres ------------------'-------- 12.Project issues Discussed in Document 17 __dal 25_ a<ctland/Ripadan 09. f'GcologiclSeismic ❑�55 26. Q'vVtldlife 01.aAesthetic/Visual 18. oil Erosion 27. growth Inducing ricultural Land 10. ❑Jobs/Housing Balance 19. ❑Solid waste 02. ErAg 11. &Minerals 20. [�ioxic/Hazsrdous 28. []'Incompatible Land Use 03. D Air Quality 12. oise 29, (?Cumulative Effects p4 ap chaeologicaVilistorical 13 o Public Services 21. [•�Trsffic/Circulation 30 o Other 05. [•Coastal Zone 22. ['Vegetation 06, ❑Economic 14. ❑Schools 23. 2'water Quality Fire Economic 15. ❑Septic Systems 24 ❑water Supply 07. ❑ 16. ❑Sewer Capacity -____ -,-__-- 08. 07looding/Dninagc -------------- -- - -- - state$ To ta1$ - 13.Funding(approx.)Federal$ --------------------'--- _ -_-- --------`t-�_ .�L� PC--SIDS 1,A L- 14.Present Land Use and Zoning--_ niE - r------------------ 15.Project Description F Lot ) -re-10A314 AtJ D COGS-'t LO .`�iO�Jh, PJ41+�aGG A GI 11TL E S -------------- 7 Date 16.Signature of Lead Agency Representative '` ccts.if a SCH number already exists for a project(e.g.from a Notice of NOTE: Clearinghouse will assign identification numbers for all new Prof t in. Preparation or previous draft document)please fill i Mark Distribution on Reverse App-Ai. _i of 3 Form Revised 4186-Replaces CA 189 Reviewing Agencies ❑ Caitrans District — ❑ Resources Agency . C3 Boating/Waterways ❑ Dept.of Transportation Planning ❑ Aeronautics [3 Conservation Fish and Game El California Highway Patrol C] E] Housing and Community Dev't [] Forestry ❑ Colorado River Board ❑ Statewide Health Planning C] Dept.Water Resources ❑ Health ❑ Food and Agriculture El Reclamation parks and Recreation ❑ Public Utilities Commission ❑ Office of Historic Preservation ❑ Public Works ❑ Native American Heritage Commission ❑ Corrections ❑ S.F.Bay Cons-and Dev't.Commission ❑ General Services g(Coastal Commission-- -- - ❑ OLA Energy Commission ❑ Santa Monica Mountains 0 � ❑ State Lands Commission ❑ TRPA ❑ OPR—OLGA ❑ Air Resources Board C] OPR—Coastal ❑ Solid Waste Management Board SWRCB:Sacramento ❑ Bureau of Land Management ❑ ❑ Forest Service ❑ RWQCB:Region it Other C] Water Rights [� ❑ Other ❑ Water Quality For SCH Use Only: Date Received at SCH Catalog Number Date Review Starts Applicant Date to Agencies Consultant Date to SCH Contact Phone Clearance Date Address Notes: Appendix C—3 of 3 _r City of Encinitas March 29, 1999 State Clearinghouse Office of Planning and Research 1400 Tenth Street, Room 121 Sacramento, CA 95814 Re: Leucadia Drainage, Low Flow Storm Drain System Dear Sirs: Enclosed please find the Notice of Preparation for a Negative Declaration along with the Initial Study for the subject project, prepared in accordance with the California Environmental Quality Act (CEQA) and the City Guidelines for Implementing CEQA. This letter initiates the review process of the City's proposed Negative Declaration and Initial Study. Any comments you may wish to make should be forwarded to the offices of the City of Encinitas within 30 days of receipt of this material. Sincerely, enc.: Notice of Preparation of Negative Declaration Initial Study gc6124 FAX 2627 505 S. Vulcan Avenue, Encinitas, California 92024-3633 TDD 760-633-2700 � recycled paper TEL 760-633-2600 1 F 1 i i City 0 Encinitas NOTICE OF PREPARATION NEGATIVE DECLARATION TO: State Clearinghouse FROM: City of Encinitas Office of Planning and Research 505 S. Vulcan Ave. 1400 Tenth Street, Room 121 Encinitas, CA 92024 Sacramento, CA 95814 PROJECT TITLE: Leucadia Drainage, Low Flow Storm Drain System PROJECT APPLICANT: City of Encinitas Engineering Services A determination has been made by the City of Encinitas staff based on an initial study - --- that: The project COULD NOT have a significant effect on the environment; therefore, a NEGATIVE DECLARATION will be prepared for the project. X The project COULD have a significant effect, but revisions to the project plans made by the applicant and/or an enforceable commitment from the applicant to include mitigation measures would reduce impacts to less-than-significant levels; therefore, a NEGATIVE DECLARATION will be prepared for the project. Any comments you may wish to make regarding the action are hereby invited. Comments must be received in the offices of the Community Development Director, City of Encinitas, within 30 days of receipt of this Notice. The description, location, and the probable environmental effects are contained in the attached materials. A copy of the Initial Study is attached, which includes mitigation measures, if any, to avoid potentially significant effect. Please send your response to Kipp Hefner at the address shown above. We will n ed the name of a contact person in your agency. Date: 7 " 2 Signature Title c+A-vi Js,--7 V,6 x y ,-e_e_v_ Telephone�� a� 6 -2, -2-7 - J gc6124 TEL 760-633-2600 1 FAX 760-63:-2627 505 S. Vulcan Avenue. Encinitas. California 92024-3633 TDD 760-633-2700 recycled paper CITY OF ENCINITAS ENGINEERING SERVICES DEPARTMENT LEGAL NOTICE OF ENVIRONMENTAL REVIEW The City of Encinitas, pursuant to the California Environmental Quality Act (CEQA), has completed an Environmental Initial Study and is proposing to adopt a Negative Declaration for the following project: PROJECT NAME: Leucadia Drainage; Low Flow Storm Drain System. APPLICANT: City of Encinitas Engineering Services Department LOCATION: North Coast Highway 101 and Railroad Corridor from Sunset Drive to South Carlsbad State Beach, Leucadia Community, _ ---- - - -Encinitas; California.----- - --- DESCRIPTION: Low flow trunk and collection storm drainage facilities consisting of shallow surface channels, inlets, and 18 to 24 inch buried RCP pipes. The City has performed an initial environmental study which has determined that either no significant negative environmental impacts would result or that mitigation measures would be incorporated into the project to reduce potential significant impacts to a level of insignificance. Therefore, a Negative Declaration is proposed for this project. Anyone, wishing to comment on and/or challenge the environmental findings must do so in writing and file with the Engineering Services Department, City of Encinitas, 505 South Vulcan Avenue, Encinitas CA 92024 during the public review period to run from April 5, 1999 to 5:00 p.m. May 4, 1999. The environmental record for this project is available from the Engineering Services Department at the address noted above. For further information, please contact Kipp Hefner, Project Engineer, at the above address or by telephone (760) 633-2783. gc6124 TEL_ (f,A/U _5 r3,1 o LG-1 Z -C{ C 6 M lArA tz �l'J� � C�tiRJ ��I R G�Fl �lL.?-�Q /tl� � '��N C3 G� Q►^�..l?j ) �( P4 S P "-f c�c> 01'Z W- G 2 S L t3 �� -z `-�4 c.s-4 c 2S T P (LC.) c cal S'cq C3 �S L�1R 1 2— t.= 15T d l� f L A i .. 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A t A A-*-.v rs S44,- v 43 SLQ W. .o t K Z.14 S 4 i QA-dL = !043z33 -f S1 %tea Jr 6 Wcb.t- 0 i="L,�— 6% *% S •-4 C.C x 4 sb 9718 �.. 06 99 4'L-t- C�•s ` �'t� QA -i3 1,+Z M44 •-• 1, 9 9 -11 /3 v 4 of •� " t 4.4 Wes. -� 1.l u•c.. = t�'� 1 � 5 Geopacifica, Inc. Me o To: Kipp Hefner, City of Encinitas l From: James Knowlton, Geotechnical Consultant Date: 02/18/00 Re: Results of Percolation and Permeability Testing In response to your request, we have performed percolation and permeability testing at the detention basin at Ponto State Beach. Two holes were hand augered to a depth of 4 feet and samples were obtained for laboratory testing. The augered holes were then filled with water and allowed to saturate the soil. Water was then added to the hole and the amount of drop in the hole was measured to determine a stabilized rate of drop in minutes per inch. The following is the result of our laboratory testing and percolation testing: Percolation Testing Location Stabilized Rate(Minutes/inch) B-1 18min/in. B-2 25minrn. Permeability Testinq Location Permeability B-1 @2' 120.4x10 cm/sec B-2 @3' 125 x 10 3 cm/sec A final report with boring logs; laboratory testing and maps will be given to you within one week. These results should enable you to go forward with your planning. •Page 1 t PASCO ENGINEERING, INC. 535 NORTH HIGHWAY 101, SUITE A SOLANA BEACH, CA 92075 (858)259-8212 WAYNE A. PASCO FAX(858)259-4812 R.C.E. 29577 October 8, 1999 PE 815 City of Encinitas 505 So. Vulcan Avenue Encinitas, CA 92024 Attn: Lloyd Holt&Kip Heffner RE: LEUCADIA DRAINAGE—HYDROLOGY Dear Mr. Holt and Mr. Heffner: The purpose of this report is to provide hydrologic data for your analysis that will enable approximations to be made as to the expected amount of time it will take for low lying areas to drain after a storm. As was discussed, and agreed, we have performed the Rational Method Hydrology calculations for Qio, Q25, Q50, Qioo (see calculations attached) relative to the"initial" basin. Based on this information and the hydraulic calculations performed earlier, a Rational Method Hydrograph was produced to determine an approximate volume of runoff that could be expected to impact the system in a 10 year frequency storm(407,290 CF). This volume is computed assuming a zero cfs discharge rate. The hydraulic calculations indicated that,with the assumptions we chose, approximately 8 cfs could be the expected rate for the 225.97 ac basin to drain. Therefore,the time it would take to drain 407,290 cubic feet of water at a rate of 8 cubic feet per second is approximately 14 hours (see calculations attached). If the assumption can be made that the flows from this basin control the time it takes for the low points west of Highway 101 to drain, then one could expect drainage of those low points to commence approximately 14 hours after the end of a 10 year event. The additional time it takes to drain these low points could be expected to be significantly shorter than the initial 14 hours due to their relative smaller sizes. City of Encinitas Oct. 8, 1999 Page 2 We understand that this is just one possible scenario, and that many exist. In any case, however long the ponding lasts,we believe that it will not be made worse than what is experienced today due to the check valves and sealed mainline pipes and structures incorporated into the design. It is the professional opinion of Pasco Engineering that,based on this agreed upon simplistic approach and broad assumptions,runoff generated by a 10 year frequency storm could be expected to drain to below ponding elevations within 14 to 24 hours from the end of the storm. While we have not provided any data other than initial basin hydrology for evaluation of lower frequency storms(15 year, 25 year etc), one could reasonably expect ponding to last longer for such storms. Conversely, for minor storm events there may be little or no ponding experienced at some or all of the various low points served by the system. If you have any questions pertaining to the above,please do not hesitate to contact us. Very truly yours, PASCO ENGINEERING, INC. Q�,c\FESS/oNq Wayne Pasco, RCE 29577 2 �m President U No. 29577 M Exp. 3/31/03 WPJs Attachments FOF CA��F� �zaa� �i�9Ti0� EST/MA1'� t�ssc� � Z�.9r�: /OyE•9,2 srraeM ; �UivGt�F ��F = D.vo; Dot/ QU�4D J Ate_ ' �o� X25.' �7 ,9c,PES ,.f- �5T/rt9T� 1GUMe Dry Aa4evrvR4,00cw 4mychio �s�l eyo� Try. Qio ��ct�?E w „ 4"z"WU44u - 907 vc AIM471 C ` 11 o cavoir�av J ; Q �si�t/ loc o � foe w i2EDPE TT � 8 .vJ�iv-�Sff 4ZyJiiC. = 72 /Q MiN -�' �"• � �' s- 7x/ 73`.,53 �it�` **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 1.3A Release Date: 3/06/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Highway 101, Suite A Solana Beach, CA 92075 Ph. (619)259-8212 Fax. (619)259-4812 ************************** DESCRIPTION OF STUDY ************************** * Rough Hydrology study of Leucadia Drainage area for purposes of * determining approx. time of pressurized mainline. * /0 Yfft -47V&► ************************************************************************** FILE NAME: 815.DAT TIME/DATE OF STUDY: 16:18 9/24/1999 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 10.00 6-HOUR DURATION PRECIPITATION (INCHES) = 1.700 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 SPECIFIED CONSTANT RUNOFF COEFFICIENT = .500 NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 INITIAL SUBAREA FLOW-LENGTH = 150.00 UPSTREAM ELEVATION = 142.00 DOWNSTREAM ELEVATION = 140.50 ELEVATION DIFFERENCE = 1.50 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) = 13.227 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.392 SUBAREA RUNOFF(CFS) _ .20 TOTAL AREA(ACRES) _ .17 TOTAL RUNOFF(CFS) _ .20 **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 140.50 DOWNSTREAM ELEVATION = 80.00 STREET LENGTH(FEET) = 800.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 15.00 INTERIOR STREET CROSSFALL(DECIMAL) = .020 OUTSIDE STREET CROSSFALL(DECIMAL) = .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 3 .26 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .22 HALFSTREET FLOODWIDTH(FEET) = 4.68 AVERAGE FLOW VELOCITY(FEET/SEC. ) = 4.83 PRODUCT OF DEPTH&VELOCITY = 1.06 STREETFLOW TRAVELTIME(MIN) = 2.76 TC(MIN) = 15.99 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.116 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 5.80 SUBAREA RUNOFF(CFS) = 6.14 SUMMED AREA(ACRES) = 5.97 TOTAL RUNOFF(CFS) = 6.34 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) = .27 HALFSTREET FLOODWIDTH(FEET) = 6.99 FLOW VELOCITY(FEET/SEC.) = 5.22 DEPTH*VELOCITY = 1.39 FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 80.00 DOWNSTREAM NODE ELEVATION = 59.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 2700.00 CHANNEL SLOPE = .0075 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = .030 MAXIMUM DEPTH(FEET) = 10.00 CHANNEL FLOW THRU SUBAREA(CFS) = 6.34 FLOW VELOCITY(FEET/SEC) = 2.49 FLOW DEPTH(FEET) _ .61 TRAVEL TIME(MIN. ) = 18.10 TC(MIN.) = 34.08 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 10 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.299 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 220.00 SUBAREA RUNOFF(CFS) = 142.86 TOTAL AREA(ACRES) = 225.97 TOTAL RUNOFF(CFS) = 149.20 TC(MIN) = 34.08 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 3 ------------------------------------------------------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<<< DEPTH OF FLOW IN 60.0 INCH PIPE IS 43 .4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 9.8 UPSTREAM NODE ELEVATION = 54 .60 DOWNSTREAM NODE ELEVATION = 6.80 FLOWLENGTH(FEET) = 10000.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 149.20 TRAVEL TIME(MIN.) = 17.00 TC(MIN.) = 51.08 END OF STUDY SUMMARY: PEAK FLOW RATE(CFS) = 149.20 Tc(MIN.) = 51.08 TOTAL AREA(ACRES) = 225.97 END OF RATIONAL METHOD ANALYSIS RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 1.3A Release Date: 3/06/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Highway 101, Suite A Solana Beach, CA 92075 Ph. (619) 259-8212 Fax. (619)259-4812 ************************** DESCRIPTION OF STUDY ************************** * Rough Hydrology study of Leucadia Drainage area for purposes of * determining approx. time of pressurized mainline. * 25 year storm. ************************************************************************** FILE NAME: 815.DAT TIME/DATE OF STUDY: 14:33 9/27/1999 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 25.00 6-HOUR DURATION PRECIPITATION (INCHES) = 1.900 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 SPECIFIED CONSTANT RUNOFF COEFFICIENT = .500 NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 INITIAL SUBAREA FLOW-LENGTH = 150.00 UPSTREAM ELEVATION = 142.00 DOWNSTREAM ELEVATION = 140.50 ELEVATION DIFFERENCE = 1.50 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) = 13.227. " 25 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.673 SUBAREA RUNOFF(CFS) _ .23 TOTAL AREA(ACRES) _ .17 TOTAL RUNOFF(CFS) _ .23 **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 140.50 DOWNSTREAM ELEVATION = 80.00 STREET LENGTH(FEET) = 800.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 15.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 3 .63 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .23 HALFSTREET FLOODWIDTH(FEET) = 5.26 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.60 PRODUCT OF DEPTH&VELOCITY = 1.06 STREETFLOW TRAVELTIME(MIN) = 2.90 TC(MIN) = 16.13 25 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.352 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 5.80 SUBAREA RUNOFF(CFS) = 6.82 SUMMED AREA(ACRES) = 5.97 TOTAL RUNOFF(CFS) = 7.05 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .28 HALFSTREET FLOODWIDTH(FEET) = 7.57 FLOW VELOCITY(FEET/SEC. ) = 5.10 DEPTH*VELOCITY = 1.42 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 80.00 DOWNSTREAM NODE ELEVATION = 59.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 2700.00 CHANNEL SLOPE _ .0075 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = .030 MAXIMUM DEPTH(FEET) = 10.00 CHANNEL FLOW THRU SUBAREA(CFS) = 7.05 FLOW VELOCITY(FEET/SEC) = 2.58 FLOW DEPTH(FEET) _ .64 TRAVEL TIME(MIN.) = 17.42 TC(MIN.) = 33.55 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< 25 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.466 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 220.00 SUBAREA RUNOFF(CFS) = 161.31 TOTAL AREA(ACRES) = 225.97 TOTAL RUNOFF(CFS) = 168.36 TC(MIN) = 33.55 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 3 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<<< DEPTH OF FLOW IN 60.0 INCH PIPE IS 48.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 9.9 UPSTREAM NODE ELEVATION = 54.60 DOWNSTREAM NODE ELEVATION = 6.80 FLOWLENGTH(FEET) = 10000.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 168.36 TRAVEL TIME(MIN. ) = 16.81 TC(MIN.) = 50.35 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< -------------- 25 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.129 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 146.00 SUBAREA RUNOFF(CFS) = 82.38 TOTAL AREA(ACRES) = 371.97 TOTAL RUNOFF(CFS) = 250.74 TC(MIN) = 50.35 END OF STUDY SUMMARY: PEAK FLOW RATE(CFS) = 250.74 TC(MIN.) = 50.35 TOTAL AREA(ACRES) = 371.97 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 1.3A Release Date: 3/06/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Highway 101, Suite A Solana Beach, CA 92075 Ph. (619)259-8212 Fax. (619)259-4812 ************************** DESCRIPTION OF STUDY ************************** * Rough Hydrology study of Leucadia Drainage area for purposes of * determining approx. time of pressurized mainline. * 50 year storm ************************************************************************** FILE NAME: 815.DAT TIME/DATE OF STUDY: 14:33 9/27/1999 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 50.00 6-HOUR DURATION PRECIPITATION (INCHES) = 2.200 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 SPECIFIED CONSTANT RUNOFF COEFFICIENT = .500 NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 INITIAL SUBAREA FLOW-LENGTH = 150.00 UPSTREAM ELEVATION = 142.00 DOWNSTREAM ELEVATION = 140.50 ELEVATION DIFFERENCE = 1.50 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) = 13 .227 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.095 SUBAREA RUNOFF(CFS) _ .26 TOTAL AREA(ACRES) _ .17 TOTAL RUNOFF(CFS) _ .26 **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 140.50 DOWNSTREAM ELEVATION = 80.00 STREET LENGTH(FEET) = 800.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 15.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 4.26 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .24 HALFSTREET FLOODWIDTH(FEET) = 5.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.65 PRODUCT OF DEPTH&VELOCITY = 1.13 STREETFLOW TRAVELTIME(MIN) = 2.87 TC(MIN) = 16.10 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.727 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 5.80 SUBAREA RUNOFF(CFS) = 7.91 SUMMED AREA(ACRES) = 5.97 TOTAL RUNOFF(CFS) = 8.17 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .29 HALFSTREET FLOODWIDTH(FEET) = 8.15 FLOW VELOCITY(FEET/SEC. ) = 5.22 DEPTH*VELOCITY = 1.51 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 80.00 DOWNSTREAM NODE ELEVATION = 59.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 2700.00 CHANNEL SLOPE _ .0075 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = .030 MAXIMUM DEPTH(FEET) = 10.00 CHANNEL FLOW THRU SUBAREA(CFS) = 8.17 FLOW VELOCITY(FEET/SEC) = 2.70 FLOW DEPTH(FEET) _ .69 TRAVEL TIME(MIN. ) = 16.69 TC(MIN.) = 32.78 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< -------------- 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.723 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 220.00 SUBAREA RUNOFF(CFS) = 189.57 TOTAL AREA(ACRES) = 225.97 TOTAL RUNOFF(CFS) = 197.75 TC(MIN) = 32.78 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 3 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<<< ------------- DEPTH OF FLOW IN 66.0 INCH PIPE IS 48.8 INCHES PIPEFLOW VELOCITY(FEET/SEC. ) = 10.5 UPSTREAM NODE ELEVATION = 54.60 DOWNSTREAM NODE ELEVATION = 6.80 FLOWLENGTH(FEET) = 10000.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 66.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 197.75 TRAVEL TIME(MIN.) = 15.89 TC(MIN.) = 48.68 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< -------------------------- 50 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.336 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 146.00 SUBAREA RUNOFF(CFS) = 97.50 TOTAL AREA(ACRES) = 371.97 TOTAL RUNOFF(CFS) = 295.25 TC(MIN) = 48.68 END OF STUDY SUMMARY: PEAK FLOW RATE(CFS) = 295.25 Tc(MIN.) = 48.68 TOTAL AREA(ACRES) = 371.97 END OF RATIONAL METHOD ANALYSIS **************************************************************************** RATIONAL METHOD HYDROLOGY COMPUTER PROGRAM PACKAGE Reference: SAN DIEGO COUNTY FLOOD CONTROL DISTRICT 1985,1981 HYDROLOGY MANUAL (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 1.3A Release Date: 3/06/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Highway 101, Suite A Solana Beach, CA 92075 Ph. (619)259-8212 Fax. (619)259-4812 ************************** DESCRIPTION OF STUDY ************************** * Rough Hydrology study of Leucadia Drainage area for purposes of * determining approx. time of pressurized mainline. * 100 year storm ************************************************************************** FILE NAME: 815.DAT TIME/DATE OF STUDY: 14 :34 9/27/1999 ---------------------------------------------------------------------------- USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------------- 1985 SAN DIEGO MANUAL CRITERIA USER SPECIFIED STORM EVENT(YEAR) = 100.00 6-HOUR DURATION PRECIPITATION (INCHES) = 2.500 SPECIFIED MINIMUM PIPE SIZE(INCH) = 8.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _ .90 SPECIFIED CONSTANT RUNOFF COEFFICIENT = .500 NOTE: ONLY PEAK CONFLUENCE VALUES CONSIDERED **************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 21 ---------------------------------------------------------------------------- >>>>>RATIONAL METHOD INITIAL SUBAREA ANALYSIS<<<<< *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 INITIAL SUBAREA FLOW-LENGTH = 150.00 UPSTREAM ELEVATION = 142.00 DOWNSTREAM ELEVATION = 140.50 ELEVATION DIFFERENCE = 1.50 URBAN SUBAREA OVERLAND TIME OF FLOW(MINUTES) = 13.227 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.517 SUBAREA RUNOFF(CFS) _ .30 TOTAL AREA(ACRES) _ .17 TOTAL RUNOFF(CFS) _ .30 **************************************************************************** FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 6 ---------------------------------------------------------------------------- >>>>>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA<<<<< UPSTREAM ELEVATION = 140.50 DOWNSTREAM ELEVATION 80.00 STREET LENGTH(FEET) = 800.00 CURB HEIGHT(INCHES) = 6. STREET HALFWIDTH(FEET) = 20.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 15.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 2 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 4.84 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .24 HALFSTREET FLOODWIDTH(FEET) = 5.84 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.27 PRODUCT OF DEPTH&VELOCITY = 1.28 STREETFLOW TRAVELTIME(MIN) = 2.53 TC(MIN) = 15.76 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.142 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 5.80 SUBAREA RUNOFF(CFS) = 9.11 SUMMED AREA(ACRES) = 5.97 TOTAL RUNOFF(CFS) = 9.41 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .30 HALFSTREET FLOODWIDTH(FEET) = 8.73 FLOW VELOCITY(FEET/SEC. ) = 5.35 DEPTH*VELOCITY = 1.61 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 51 ---------------------------------------------------------------------------- >>>>>COMPUTE TRAPEZOIDAL CHANNEL FLOW<<<<< >>>>>TRAVELTIME THRU SUBAREA<<<<< UPSTREAM NODE ELEVATION = 80.00 DOWNSTREAM NODE ELEVATION = 59.80 CHANNEL LENGTH THRU SUBAREA(FEET) = 2700.00 CHANNEL SLOPE _ .0075 CHANNEL BASE(FEET) = 3.00 "Z" FACTOR = 2.000 MANNING'S FACTOR = .030 MAXIMUM DEPTH(FEET) = 10.00 CHANNEL FLOW THRU SUBAREA(CFS) = 9.41 FLOW VELOCITY(FEET/SEC) = 2.81 FLOW DEPTH(FEET) _ .74 TRAVEL TIME(MIN.) = 15.99 TC(MIN.) = 31.75 **************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< -------------------- 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.999 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 220.00 SUBAREA RUNOFF(CFS) = 219.94 TOTAL AREA(ACRES) = 225.97 TOTAL RUNOFF(CFS) = 229.35 TC(MIN) = 31.75 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 3 ---------------------------------------------------------------------------- >>>>>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA<<<<< >>>>>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) <<<< DEPTH OF FLOW IN 69.0 INCH PIPE IS 52.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 10.8 UPSTREAM NODE ELEVATION = 54.60 DOWNSTREAM NODE ELEVATION = 6.80 FLOWLENGTH(FEET) = 10000.00 MANNING'S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 69.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 229.35 TRAVEL TIME(MIN.) = 15.37 TC(MIN. ) = 47.12 **************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 10.00 IS CODE = 8 ---------------------------------------------------------------------------- >>>>>ADDITION OF SUBAREA TO MAINLINE PEAK FLOW<<<<< ------------------ 100 YEAR RAINFALL INTENSITY(INCH/HOUR) = 1.550 *USER SPECIFIED(GLOBAL) : SINGLE FAMILY DEVELOPMENT RUNOFF COEFFICIENT = .5000 SUBAREA AREA(ACRES) = 146.00 SUBAREA RUNOFF(CFS) = 113.14 TOTAL AREA(ACRES) = 371.97 TOTAL RUNOFF(CFS) = 342.49 TC(MIN) = 47.12 END OF STUDY SUMMARY: PEAK FLOW RATE(CFS) = 342.49 Tc(MIN.) = 47.12 TOTAL AREA(ACRES) = 371.97 END OF RATIONAL METHOD ANALYSIS 1 �� ,f< -w A 11 in a J f y A� P � ��' �r 29 - S �1� y \`` Trailer\ � L l ✓rr, °a s \ O 3+2,• 1 T �t\\•'t, \�J\ .\per� �.� ( l/ �� \ \.�LL \./��•6II,GyGG , y4•t y ai Y t �� \ `P\Q �/fir. - �{ , _ � _- .. 9 \ ( BA IQUITOS LA COSTA - F fR 2' *id awz* 1 \ a Tr rl.er �j} - \ V \�il�`\- -'j � ���f \�C�,���\�\`J'•ft������1p rYKS, t r°'� r � � �`+. r".�. •�• . S •A � � •� '•fl- �� �.•.Mfifftlkll llll s + 7i I�1 By r/rr Ry to •�; •. > �' I •. ,{1 ll U q or P . xI •� .,� u� dr y„ ) , y .nr4 I e}�1;. ", •M r / _�_ _ ,1,.�•. i 1)� 1'il rp �9�(.,i``- }jS ;>.; b,•'�;' y• r4. ,.0. /� i� ���1� F'4 �h�AC'{'iJrl., ��.r' ii � •�..•_ •• � � ��rater•• ��\.: �1 1���1\ Iz�_'JI ((�� ,��t� 1�,� s 'G:. ��� ��k{,fin_ an ,•�� 1 I �� r nit �f �"��� � �,� 'at��7 r ' � ,�� - �� ��� ...• 1 l �- I\ `„f r �' i `�. ._or�11 0 ,:0 Ls' •.m •� ... • •11 D V •�•.\ .� I Sip r ,r µk 4'. r' rt{�to ,.f •r. •�� i a a A Irk,n tb�l h;,.{ {' carry y* 1..•� �• •� _. FF, �? tr'y, h v ? •� q 4i;Z f'Y° Z �6 _ •l.Yo.�: t+�' C n fr;�� ��• • .F,,, ..Y�� yrYwr. , �I-+y !'f• r{� p_} ••f�!•• � } f• �• �_/_ � •' /-� let �. `�,kt P o • , _ / 1r ,Jd >r�' � .:. I, , �p • � °i � I ._ _.\� fin. I x -. �_•• i _ . �. vet N Ir+ f r '��a� JS op . • a k En im a Beach � •�•• " U t Park S\ t f 4I •• )I ark, - y t �78 p T Gard"�,� County Park •�1 9 1� 4 t.R ,5 ,t^' / i 'i+fi� „[ �Ica f,.app��'� M, J 5\ n}a ;:�•i l �u IT f t dy r. i q at L �I� �� 3t � ..n t, T a f6" 4.rt���ic.., " �y'. mv< .�:� •.� I --- ' /•.ri' "� '. ` i r ;°y{ �, 1 ;.J r..• �+ 'yait" '}�o /•J• ew 11-1 ` 1IR R'1':\TI' BEACI -1'i tl _ ""e . f ,r:.. _. �� Via;. , �. 11 /�-�3/,D,E'O�i,�•9f�i� o ►' �� ,pfT/O�l/.9L /_�ET�OI.� k � �. _ � N � � '�__ � � N :` �� � v Q � � t\ � � "�� �� a �, �- m .,-; N ;�� t ��' � 11 U II :�:.�. " � � � .,_ �: t -- -C 'a' ` i� �= � � � <: �' � O �:.` � � �.; �� o ti � t-! �-; �- � � ���: a t. s �: �.` Lr 1�' F•- ,r,'-� �� �� ,;: w.� �_,. _ __ w ****************************************************************************** PIPE-FLOW HYDRAULICS COMPUTER PROGRAM PACKAGE (Reference: LACFCD,LACRD, AND OCEMA HYDRAULICS CRITERION) (c) Copyright 1982-92 Advanced Engineering Software (aes) Ver. 4.5A Release Date: 2/20/92 License ID 1388 Analysis prepared by: Pasco Engineering, Inc. 535 North Hwy. 101, Suite A Solana Beach, Ca. 92075 Ph. (619) 259-8212 Fax. (619) 259-4812 ************************** DESCRIPTION OF STUDY ************************** • HGL CALCULATION - LEUCADIA DRAINAGE PROJECT • Q's ASSUMED. • SEE EXHIBIT "A" ************************************************************************** ------------------------------------------------------------------------------ FILE NAME: 815PIPE.DAT TIME/DATE OF STUDY: 15:51 6/30/1999 ****************************************************************************** GRADUALLY VARIED FLOW ANALYSIS FOR PIPE SYSTEM NODAL POINT STATUS TABLE (Note: "*" indicates nodal point data used.) UPSTREAM RUN DOWNSTREAM RUN kODE MODEL PRESSURE PRESSURE+ FLOW PRESSURE+ NUMBER PROCESS HEAD(FT) MOMENTUM(POUNDS) DEPTH(FT) MOMENTUM(POUNDS) 1.00- 2.00* 334.83 .99 321.66 ) FRICTION ) HYDRAULIC JUMP 2.00- 1.40 Dc 276.28 .91* 347.93 ) ANGLE-POINT 2.00- 1.40 Dc 276.28 .91* 347.93 ) FRICTION 3.00- 1.40 Dc 276.28 .93* 339.09 ) MANHOLE 4.00- 1.40 Dc 276.28 .93* 338.62 ) FRICTION 5.00- 1.40*Dc 276.28 1.40*Dc 276.28 ) MANHOLE 6.00- 1.52* 279.26 1.40 Dc 276.28 ) FRICTION 7.00- 3.34* 597.40 1.40 Dc 276.28 ) MANHOLE 8.00- 3.35* 598.91 1.40 Dc 276.28 ) FRICTION 9.00- 4.59* 842.84 1.40 Dc 276.28 )JUNCTION 10.00- 4.64* 844.21 1.37 Dc 263.96 ) FRICTION 11.00- 5.26* 965.56 1.37 Dc 263.96 JUNCTION 12.00- 5.31* 966.68 1.35 Dc 251.82 I � } FRICTION 13.00- 6.00* 1100.39 1.35 Dc 251.82 } MANHOLE 14.00- 6.00* 1101.45 1.35 Dc 251.82 } FRICTION 15.00- 6.66* 1230.76 1.35 Dc 251.82 } MANHOLE 16.00- 6.67* 1231.82 1.35 Dc 251.82 } FRICTION 17.00- 7.32* 1359.16 1.35 Dc 251.82 } MANHOLE 18.00- 7.32* 1360.22 1.35 Dc 251.82 } FRICTION 19.00- 7.98* 1489.53 1.35 Dc 251.82 } MANHOLE 20.00- 7.99* 1490.59 1.35 Dc 251.82 } FRICTION 21.00- 8.65* 1619.89 1.35 Dc 251.82 } JUNCTION 22.00- 8.69* 1620.83 1.32 Dc 239.86 } FRICTION 23.00- 9.27* 1734.10 1.32 Dc 239.86 } MANHOLE 24.00- 9.28* 1734.95 1.32 Dc 239.86 } FRICTION 25.00- 9.82* 1841.86 1.32 Dc 239.86 } MANHOLE 26.00- 9.83* 1842.71 1.32 Dc 239.86 } FRICTION 27.00- 10.38* 1951.58 1.32 Dc 239.86 } JUNCTION 28.00- 10.43* 1952.31 1.30 Dc 228.08 } FRICTION 29.00- 10.76* 2018.37 1.30 Dc 228.08 } JUNCTION 30.00- 10.81* 2018.90 1.27 Dc 216.49 } FRICTION 31.00- 10.68* 1993.25 1.10 223.35 } JUNCTION 32.00- 10.52* 1954.38 1.24 Dc 205.08 } FRICTION 33.00- 10.48* 1947.90 1.24 Dc 205.08 } JUNCTION 34.00- 10.52* 1948.05 1.22 Dc 193.85 } FRICTION 35.00- 10.08* 1860.61 1.22 Dc 193.85 } MANHOLE 36.00- 10.07* 1858.73 1.22 Dc 193.85 } FRICTION 37.00- 9.62* 1771.29 1.22 Dc 193.85 } JUNCTION 38.00- 9.65* 1771.27 1.16 182.99 } FRICTION 39.00- 8.70* 1584.74 1.19 Dc 182.81 } JUNCTION 40.00- 9.13* 1044.44 .81 240.09 } FRICTION A 41.00- 7.03* 813.91 1.25 Dc 192.13 } JUNCTION 42.00- 8.08* 878.75 1.10 Dc 131.77 } FRICTION 43.00- 8.42* 916.25 1.10 Dc 131.77 } ANGLE-POINT 44.00- 8.41* 914.64 1.10 Dc 131.77 } FRICTION 45.00- 8.76* 953.54 1.10 Dc 131.77 ------------------------------------------------------------------------------ MAXIMUM NUMBER OF ENERGY BALANCES USED IN EACH PROFILE = 10 ------------------------------------------------------------------------------ NOTE: STEADY FLOW HYDRAULIC HEAD-LOSS COMPUTATIONS BASED ON THE MOST CONSERVATIVE FORMULAE FROM THE CURRENT LACRD,LACFCD, AND OCEMA DESIGN MANUALS. ****************************************************************************** DOWNSTREAM PIPE FLOW CONTROL DATA: NODE NUMBER = 1.00 FLOWLINE ELEVATION = 5.70 PIPE FLOW = 15.00 CFS PIPE DIAMETER = 24.00 INCHES ASSUMED DOWNSTREAM CONTROL HGL = 7.700 ------------------------------------------------------------------------------ NODE 1.00 : HGL = < 7.700>;EGL= < 8.054>;FLOWLINE= < 5.700> ****************************************************************************** FLOW PROCESS FROM NODE 1.00 TO NODE 2.00 IS CODE = 1 UPSTREAM NODE 2.00 ELEVATION - 6.29 (HYDRAULIC JUMP OCCURS) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 15.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH 42.00 FEET MANNING'S N = .01300 ----1------------------------------------------------------------------------- HYDRAULIC JUMP: DOWNSTREAM RUN ANALYSIS RESULTS ------------------------------------------------------------------------------ NORMAL DEPTH(FT) = 1.07 CRITICAL DEPTH(FT) = 1.40 UPSTREAM CONTROL ASSUMED FLOWDEPTH(FT) _ .91 seasssaassaaassaassasaaaassaeasaasaa xaaaaassssssassexxaaaaaa==asssaaasassss xaa GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: ------------------------------------------------------------------------------ DISTANCE FROM FLOW DEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL(FT) (FT) (FT/SEC) ENERGY(FT) MOMENTUM(POUNDS) .000 .907 10.831 2.729 347.93 6.710 .923 10.583 2.663 342.14 13.922 .939 10.346 2.602 336.70 21.775 .956 10.119 2.546 331.59 30.471 .972 9.901 2.495 326.79 40.323 .988 9.693 2.448 322.29 42.000 .990 9.663 2.441 321.66 ------------------------------------------------------------------------------ HYDRAULIC JUMP: UPSTREAM RUN ANALYSIS RESULTS saxssaaassssasscaaaa=aaaa=assaasa=ssss=assssaa=ss=sssassssssssaaassssaaaasssss DOWNSTREAM CONTROL ASSUMED PRESSURE HEAD(FT) = 2.00 aasasaasaaaasaessssasassaaaaaasasaasaa=aaasssssssss==sssassssssaaaassssaaassss GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: ------------------------------------------------------------------------------ DISTANCE FROM FLOW DEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL(FT) (FT) (FT/SEC) ENERGY(FT) MOMENTUM(POUNDS) .000 2.000 4.773 2.354 334.83 5.434 1.940 4.816 2.300 324.26 10.183 1.879 4.894 2.251 314.90 14.525 1.819 4.998 2.207 306.49 18.511 1.758 5.125 2.166 299.00 22.142 1.698 5.274 2.130 292.46 25.386 1.637 5.447 2.098 286.92 28.181 1.577 5.643 2.072 282.44 30.428 1.517 5.866 2.051 279.10 31.970 1.456 6.119 2.038 277.01 32.562 1.396 6.405 2.033 276.28 42.000 1.396 6.405 2.033 276.28 ------------------------END OF HYDRAULIC JUMP ANALYSIS------------------------ PRESSURE+MOMENTUM BALANCE OCCURS AT 5.54 FEET UPSTREAM OF NODE 1.00 DOWNSTREAM DEPTH = 1.938 FEET, UPSTREAM CONJUGATE DEPTH = .982 FEET ------------------------------------------------------------------------------ NODE 2.00 : HGL = < 7.197>;EGL= < 9.019>;FLOWLINE= < 6.290> FLOW PROCESS FROM NODE 2.00 TO NODE 2.00 IS CODE = 6 UPSTREAM NODE 2.00 ELEVATION = 6.29 (FLOW IS SUPERCRITICAL) ------------------------------------------------------------------------------ CALCULATE ANGLE-POINT LOSSES(LACRD) : PIPE FLOW = 15.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE ANGLE-POINT = 15.00 DEGREES ANGLE-POINT COEFFICIENT KA - .00000 ------------------------------------------------------------------------------ NODE 2.00 : HGL = < 7.197>;EGL= < 9.019>;FLOWLINE= < 6.290> FLOW PROCESS FROM NODE 2.00 TO NODE 3.00 IS CODE = 1 UPSTREAM NODE 3.00 ELEVATION - 11.15 (FLOW IS SUPERCRITICAL) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW 15.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 194.90 FEET MANNING'S N = .01300 ------------------------------------------------------------------------------ NORMAL DEPTH(FT) _ .90 CRITICAL DEPTH(FT) = 1.40 UPSTREAM CONTROL ASSUMED FLOWDEPTH(FT) _ .93 GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: ------------------------------------------------------------------------------ DISTANCE FROM FLOW DEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL(FT) (FT) (FT/SEC) ENERGY(FT) MOMENTUM(POUNDS) .000 .932 10.450 2.629 339.09 4.349 .929 10.491 2.639 340.02 9.247 .926 10.532 2.650 340.97 14.840 .924 10.573 2.661 341.92 21.345 .921 10.615 2.672 342.89 29.094 .918 10.657 2.683 343.86 38.646 .915 10.699 2.694 344.85 51.052 .912 10.742 2.705 345.84 68.665 .910 10.785 2.717 346.85 99.047 .907 10.828 2.729 347.87 194.900 .907 10.831 2.729 347.93 ------------------------------------------------------------------------------ NODE 3.00 : HGL = < 12.082>;EGL= < 13.779>;FLOWLINE= < 11.150> ****************************************************************************** FLOW PROCESS FROM NODE 3.00 TO NODE 4.00 IS CODE = 2 UPSTREAM NODE 4.00 ELEVATION = 11.24 (FLOW IS SUPERCRITICAL) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW = 15.00 CFS PIPE DIAMETER = 24.00 INCHES AVERAGED VELOCITY HEAD = 1.693 FEET HMN = .05* (AVERAGED VELOCITY HEAD) = .05* ( 1.693) _ .085 ------------------------------------------------------------------------------ NODE 4.00 : HGL = < 12.173>;EGL= < 13.864>;FLOWLINE= < 11.240> ****************************************************************************** FLOW PROCESS FROM NODE 4.00 TO NODE 5.00 IS CODE = 1 UPSTREAM NODE 5.00 ELEVATION = 28.46 (FLOW IS SUPERCRITICAL) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW 15.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH 691.16 FEET MANNING'S N = .01300 ------------------------------------------------------------------------------ NORMAL DEPTH(FT) _ .90 CRITICAL DEPTH(FT) = 1.40 UPSTREAM CONTROL ASSUMED FLOWDEPTH(FT) = 1.40 GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: ------------------------------------------------------------------------------ DISTANCE FROM FLOW DEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL(FT) (FT) (FT/SEC) ENERGY(FT) MOMENTUM(POUNDS) .000 1.396 6.405 2.033 276.28 .198 1.347 6.665 2.037 276.79 .864 1.298 6.952 2.048 278.39 2.139 1.248 7.271 2.070 281.19 4.231 1.199 7.625 2.103 285.31 7.469 1.150 8.020 2.149 290.90 12.403 1.101 8.461 2.213 298.15 20.078 1.052 8.956 2.298 307.26 32.841 1.003 9.515 2.409 318.52 58.247 .953 10.147 2.553 332.23 691.160 .933 10.430 2.624 338.62 ------------------------------------------------------------------------------ NODE 5.00 : HGL < 29.856>;EGL= < 30.493>;FLOWLINE= < 28.460> FLOW PROCESS FROM NODE 5.00 TO NODE 6.00 IS CODE = 2 UPSTREAM NODE 6.00 ELEVATION = 28.47 (FLOW IS AT CRITICAL DEPTH) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW - 15.00 CFS PIPE DIAMETER = 24.00 INCHES AVERAGED VELOCITY HEAD = .585 FEET HMN = .05* (AVERAGED VELOCITY HEAD) = .05* ( .585) _ .029 ------------------------------------------------------------------------------ NODE 6.00 : HGL = < 29.990>;EGL= < 30.522>;FLOWLINE= < 28.470> ****************************************************************************** FLOW PROCESS FROM NODE 6.00 TO NODE 7.00 IS CODE = 1 UPSTREAM NODE 7.00 ELEVATION = 30.75 (FLOW UNSEALS IN REACH) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 15.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 908.70 FEET MANNING'S N = .01300 ===> NORMAL PIPEFLOW IS PRESSURE FLOW ------------------------------------------------------------------------------ NORMAL DEPTH(FT) 2.00 CRITICAL DEPTH(FT) = 1.40 DOWNSTREAM CONTROL ASSUMED FLOWDEPTH(FT) = 1.52 GRADUALLY VARIED FLOW PROFILE COMPUTED INFORMATION: ------------------------------------------------------------------------------ DISTANCE FROM FLOW DEPTH VELOCITY SPECIFIC PRESSURE+ CONTROL(FT) (FT) (FT/SEC) ENERGY(FT) MOMENTUM(POUNDS) .000 1.520 5.852 2.052 279.26 6.595 1.568 5.674 2.068 281.87 15.951 1.616 5.513 2.088 285.21 28.395 1.664 5.368 2.112 289.24 44.212 1.712 5.237 2.138 293.91 63.585 1.760 5.121 2.168 299.21 86.501 1.808 5.019 2.199 305.10 112.627 1.856 4.931 2.234 311.57 141.176 1.904 4.859 2.271 318.63 170.781 1.952 4.803 2.310 326.32 199.043 2.000 4.773 2.354 334.78 FLOW IS UNDER PRESSURE 908.700 3.339 4.775 3 .693 597.40 ------------------------------------------------------------------------------ NODE 7.00 : HGL = < 34.089>;EGL= < 34.443>;FLOWLINE= < 30.750> ****************************************************************************** FLOW PROCESS FROM NODE 7.00 TO NODE 8.00 IS CODE = 2 UPSTREAM NODE 8.00 ELEVATION = 30.76 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW = 15.00 CFS PIPE DIAMETER = 24.00 INCHES FLOW VELOCITY = 4.77 FEET/SEC. VELOCITY HEAD = .354 FEET HMN = .05* (VELOCITY HEAD) = .05* ( .354) = .018 ------------------------------------------------------------------------------ NODE 8.00 : HGL = < 34.107>;EGL= < 34.461>;FLOWLINE= < 30.760> ****************************************************************************** FLOW PROCESS FROM NODE 8.00 TO NODE 9.00 IS CODE = 1 UPSTREAM NODE 9.00 ELEVATION = 32.41 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 15.00 CFS PIPE DIAMETER 24.00 INCHES PIPE LENGTH = 658.33 FEET MANNING'S N = .01300 SF=(Q/K)**2 - ( ( 15.00)/ ( 226.224) ) **2 = .00440 HF=L*SF = ( 658.33) * ( .00440) = 2.894 ------------------------------------------------------------------------------ NODE 9.00 : HGL = < 37.001>;EGL= < 37.355>;FLOWLINE= < 32.410> FLOW PROCESS FROM NODE 9.00 TO NODE 10.00 IS CODE = 5 UPSTREAM NODE 10.00 ELEVATION = 32.42 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 14.50 24.00 .00 32.42 1.37 4.615 DOWNSTREAM 15.00 24.00 - 32.41 1.40 4.775 LATERAL #1 .50 18.00 90.00 32.75 .26 .283 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*V1*COS(DELTAI) -Q3*V3*COS(DELTA3) - Q4*V4*COS(DELTA4) )/ ( (A1+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00411 DOWNSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00440 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00425 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES = .017 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .023)+( .017)+( .000) = .040 ------------------------------------------------------------------------------ NODE 10.00 : .HGL = < 37.065>;EGL= < 37.396>;FLOWLINE= < 32.420> ****************************************************************************** FLOW PROCESS FROM NODE 10.00 TO NODE 11.00 IS CODE = 1 UPSTREAM NODE 11.00 ELEVATION = 33.52 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 14.50 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 418.42 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 14.50) /( 226.224) ) **2 = .00411 HF=L*SF = ( 418.42) * ( .00411) - 1.719 t ------------------------------------------------------------------------------ NODE 11.00 : HGL = < 38.784>;EGL= < 39.115>;FLOWLINE= < 33.520> ****************************************************************************** FLOW PROCESS FROM NODE 11.00 TO NODE 12.00 IS CODE = 5 UPSTREAM NODE 12.00 ELEVATION = 33.53 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 14.00 24.00 .00 33.53 1.35 4.456 DOWNSTREAM 14.50 24.00 - 33.52 1.37 4.615 LATERAL #1 .50 18.00 85.00 33.86 .26 .283 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*V1*COS(DELTAI) -Q3*V3*COS(DELTA3) - Q4*V4*COS(DELTA4) )/( (A1+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00383 DOWNSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00411 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00397 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES = .016 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .022)+( .016)+( .000) = .038 ------------------------------------------------------------------------------ NODE 12.00 : HGL = < 38.844>;EGL= < 39.153>;FLOWLINE= < 33 .530> ****************************************************************************** FLOW PROCESS FROM NODE 12.00 TO NODE 13.00 IS CODE = 1 UPSTREAM NODE 13.00 ELEVATION = 34.67 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 14.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 475.76 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 14.00)/( 226.224) ) **2 = .00383 HF=L*SF = ( 475.76) * ( .00383) = 1.822 ------------------------------------------------------------------------------ NODE 13.00 : HGL = < 40.666>;EGL= < 40.975>;FLOWLINE= < 34.670> ****************************************************************************** FLOW PROCESS FROM NODE 13.00 TO NODE 14.00 IS CODE = 2 UPSTREAM NODE 14.00 ELEVATION = 34.68 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW = 14.00 CFS PIPE DIAMETER = 24.00 INCHES FLOW VELOCITY 4.46 FEET/SEC. VELOCITY HEAD = .308 FEET HMN = .05* (VELOCITY HEAD) _ .05* ( .308) _ .015 ------------------------------------------------------------------------------ NODE 14.00 : HGL = < 40.682>;EGL= < 40.990>;FLOWLINE= < 34.680> ****************************************************************************** FLOW PROCESS FROM NODE 14.00 TO NODE 15.00 IS CODE = 1 UPSTREAM NODE 15.00 ELEVATION = 35.92 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW 14.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH - 496.00 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 14.00)/ ( 226.224) ) **2 = .00383 HF=L*SF - ( 496.00) * ( .00383) = 1.900 ------------------------------------------------------------------------------ NODE 15.00 : HGL = < 42.582>;EGL= < 42.890>;FLOWLINE= < 35.920> FLOW PROCESS FROM NODE 15.00 TO NODE 16.00 IS CODE = 2 UPSTREAM NODE 16.00 ELEVATION = 35.93 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW - 14.00 CFS PIPE DIAMETER = 24.00 INCHES FLOW VELOCITY 4.46 FEET/SEC. VELOCITY HEAD = .308 FEET HMN = .05* (VELOCITY HEAD) _ .05* ( .308) _ .015 ------------------------------------------------------------------------------ NODE 16.00 : HGL < 42.597>;EGL= < 42.905>;FLOWLINE= < 35.930> ****************************************************************************** FLOW PROCESS FROM NODE 16.00 TO NODE 17.00 IS CODE = 1 UPSTREAM NODE 17.00 ELEVATION = 37.18 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 14.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 496.00 FEET MANNING'S N = .01300 SF=(Q/K)**2 = ( ( 14.00)/ ( 226.224) ) **2 .00383 HF=L*SF = ( 496.00) * ( .00383) = 1.900 J � ------------------------------------------------------------------------------ NODE 17.00 : HGL = < 44.497>;EGL= < 44.805>;FLOWLINE= < 37.180> FLOW PROCESS FROM NODE 17.00 TO NODE 18.00 IS CODE = 2 UPSTREAM NODE 18.00 ELEVATION = 37.19 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW = 14.00 CFS PIPE DIAMETER = 24.00 INCHES FLOW VELOCITY = 4.46 FEET/SEC. VELOCITY HEAD = .308 FEET HMN = .05* (VELOCITY HEAD) = .05* ( .308) = .015 ------------------------------------------------------------------------------ NODE 18.00 : HGL = < 44.512>;EGL= < 44.820>;FLOWLINE= < 37.190> ****************************************************************************** FLOW PROCESS FROM NODE 18.00 TO NODE 19.00 IS CODE = 1 UPSTREAM NODE 19.00 ELEVATION = 38.43 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 14.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 496.00 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 14.00)/ ( 226.224) ) **2 = .00383 HF=L*SF = ( 496.00) * ( .00383) = 1.900 ------------------------------------------------------------------------------ NODE 19.00 : HGL = < 46.412>;EGL= < 46.720>;FLOWLINE= < 38.430> ****************************************************************************** FLOW PROCESS FROM NODE 19.00 TO NODE 20.00 IS CODE = 2 UPSTREAM NODE 20.00 ELEVATION = 38.44 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW = 14.00 CFS PIPE DIAMETER = 24.00 INCHES FLOW VELOCITY = 4.46 FEET/SEC. VELOCITY HEAD = .308 FEET HMN = .05* (VELOCITY HEAD) = .05* ( .308) = .015 ------------------------------------------------------------------------------ NODE 20.00 : HGL = < 46.427>;EGL= < 46.735>;FLOWLINE= < 38.440> FLOW PROCESS FROM NODE 20.00 TO NODE 21.00 IS CODE = 1 UPSTREAM NODE 21.00 ELEVATION = 39.68 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW 14.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 496.00 FEET MANNING'S N = .01300 SF=(Q/K)**2 - ( ( 14.00)/ ( 226.224) ) **2 = .00383 HF=L*SF = ( 496.00) * ( .00383) = 1.900 ------------------------------------------------------------------------------ NODE 21.00 : HGL < 48.327>;EGL= < 48.635>;FLOWLINE= < 39.680> ****************************************************************************** FLOW PROCESS FROM NODE 21.00 TO NODE 22.00 IS CODE = 5 UPSTREAM NODE 22.00 ELEVATION = 39.69 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 13.50 24.00 .00 39.69 1.32 4.297 L DOWNSTREAM 14.00 24.00 - 39.68 1.35 4.456 LATERAL #1 .50 18.00 90.00 40.02 .26 .283 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*Vl*COS(DELTAI) -Q3*V3*COS(DELTA3) - Q4*V4*COS(DELTA4) )/ ( (A1+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00356 DOWNSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00383 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00370 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES = .015 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .022)+( .015)+( .000) = .036 ------------------------------------------------------------------------------ NODE 22.00 : HGL = < 48.385>;EGL= < 48.671>;FLOWLINE= < 39.690> FLOW PROCESS FROM NODE 22.00 TO NODE 23.00 IS CODE = 1 UPSTREAM NODE 23.00 ELEVATION = 41.06 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 13.50 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 546.96 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 13.50)/ ( 226.224) ) **2 = .00356 HF=L*SF = ( 546.96) *( .00356) = 1.948 ------------------------------------------------------------------------------ NODE 23.00 : HGL = < 50.332>;EGL= < 50.619>;FLOWLINE= < 41.060> ****************************************************************************** FLOW PROCESS FROM NODE 23.00 TO NODE 24.00 IS CODE = 2 UPSTREAM NODE 24.00 ELEVATION = 41.07 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW = 13.50 CFS PIPE DIAMETER = 24.00 INCHES FLOW VELOCITY = 4.30 FEET/SEC. VELOCITY HEAD = .287 FEET HMN = .05*(VELOCITY HEAD) = .05* ( .287) = .014 ------------------------------------------------------------------------------ NODE 24.00 : HGL = < 50.347>;EGL= < 50.633>;FLOWLINE= < 41.070> ****************************************************************************** FLOW PROCESS FROM NODE 24.00 TO NODE 25.00 IS CODE = 1 UPSTREAM NODE 25.00 ELEVATION = 42.38 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW 13.50 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 521.00 FEET MANNING'S N = .01300 SF=(Q/K)**2 = ( ( 13.50)/( 226.224) )**2 = .00356 HF=L*SF = ( 521.00) * ( .00356) = 1.855 ------------------------------------------------------------------------------ NODE 25.00 : HGL < 52.202>;EGL= < 52.489>;FLOWLINE= < 42.380> ****************************************************************************** FLOW PROCESS FROM NODE 25.00 TO NODE 26.00 IS CODE = 2 UPSTREAM NODE 26.00 ELEVATION = 42.39 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ A L. CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW = 13.50 CFS PIPE DIAMETER = 24.00 INCHES FLOW VELOCITY 4.30 FEET/SEC. VELOCITY HEAD = .287 FEET HMN = .05* (VELOCITY HEAD) _ .05* ( .287) _ .014 ------------------------------------------------------------------------------ NODE 26.00 : HGL = < 52.216>;EGL= < 52.503>;FLOWLINE= < 42.390> ****************************************************************************** FLOW PROCESS FROM NODE 26.00 TO NODE 27.00 IS CODE = 1 UPSTREAM NODE 27.00 ELEVATION = 43.69 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 13 .50 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 521.00 FEET MANNING'S N = .01300 SF= (Q/K) **2 = ( ( 13.50) / ( 226.224) ) **2 = .00356 HF=L*SF = ( 521.00) * ( .00356) = 1.855 ------------------------------------------------------------------------------ NODE 27.00 : HGL = < 54.072>;EGL= < 54.358>;FLOWLINE= < 43.690> ****************************************************************************** FLOW PROCESS FROM NODE 27.00 TO NODE 28.00 IS CODE = 5 UPSTREAM NODE 28.00 ELEVATION = 43.70 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 13.00 24.00 .00 43.70 1.30 4.138 DOWNSTREAM 13.50 24.00 - 43.69 1.32 4.297 LATERAL #1 .50 18.00 90.00 44.03 .26 .283 ,LATERAL #2 .00 .00 .00 .00 .00 .000 t Q5 .00===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY= (Q2*V2-Q1*V1*COS(DELTAI) -Q3*V3*COS(DELTA3) - 04*V4*COS(DELTA4) )/ ( (A1+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE _ .00330 DOWNSTREAM: MANNING'S N = .01300; FRICTION SLOPE _ .00356 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00343 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES = .014 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .021)+( .014)+( .000) _ .035 ------------------------------------------------------------------------------ NODE 28.00 : HGL = < 54.127>;EGL= < 54.393>;FLOWLINE= < 43.700> ****************************************************************************** FLOW PROCESS FROM NODE 28.00 TO NODE 29.00 IS CODE = 1 UPSTREAM NODE 29.00 ELEVATION = 44.78 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 13.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 429.10 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 13.00) / ( 226.224) ) **2 = .00330 HF=L*SF = ( 429.10)* ( .00330) = 1.417 ------------------------------------------------------------------------------ NODE 29.00 : HGL < 55.544>;EGL= < 55.810>;FLOWLINE= < 44.780> ****************************************************************************** FLOW PROCESS FROM NODE 29.00 TO NODE 30.00 IS CODE = 5 UPSTREAM NODE 30.00 ELEVATION = 44.79 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 12.50 24.00 .00 44.79 1.27 3.979 DOWNSTREAM 13.00 24.00 - 44.78 1.30 4.138 LATERAL #1 .50 18.00 90.00 45.12 .26 .283 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*V1*COS (DELTAI) -Q3*V3*COS(DELTA3) - Q4*V4*COS(DELTA4) )/ ( (A1+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00305 DOWNSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00330 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00318 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES = .013 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .020)+( .013)+( .000) = .033 ------------------------------------------------------------------------------ NODE 30.00 : HGL = < 55.597>;EGL= < 55.843>;FLOWLINE= < 44.790> FLOW PROCESS FROM NODE 30.00 TO NODE 31.00 IS CODE = 1 UPSTREAM NODE 31.00 ELEVATION = 45.66 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW 12.50 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 242.10 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 12.50)/ ( 226.224) ) **2 = .00305 HF=L*SF = ( 242.10) * ( .00305) _ .739 ------------------------------------------------------------------------------ NODE 31.00 : HGL = < 56.336>;EGL= < 56.582>;FLOWLINE= < 45.660> ****************************************************************************** FLOW PROCESS FROM NODE 31.00 TO NODE 32.00 IS CODE = 5 UPSTREAM NODE 32.00 ELEVATION = 45.87 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 12.00 24.00 .00 45.87 1.24 3.820 DOWNSTREAM 12.50 24.00 - 45.66 1.27 3.979 LATERAL #1 .50 18.00 90.00 46.20 .26 .283 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT- LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*V1*COS(DELTAI) -Q3*V3*COS(DELTA3) - Q4*V4*COS(DELTA4) )/ ( (A1+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00281 DOWNSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00305 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00293 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES = .012 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .019)+( .012)+( .000) = .031 ------------------------------------------------------------------------------ NODE 32.00 : HGL = < 56.386>;EGL= < 56.613>;FLOWLINE= < 45.870> ****************************************************************************** FLOW PROCESS FROM NODE 32.00 TO NODE 33.00 IS CODE = 1 UPSTREAM NODE 33.00 ELEVATION = 46.76 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES (LACFCD) : PIPE FLOW = 12.00 CFS PIPE DIAMETER = 24 .00 INCHES PIPE LENGTH = 304.54 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 12.00)/ ( 226.224) ) **2 = .00281 HF=L*SF = ( 304.54) * ( .00281) = .857 ------------------------------------------------------------------------------ NODE 33.00 : HGL = < 57.243>;EGL= < 57.470>;FLOWLINE= < 46.760> ****************************************************************************** FLOW PROCESS FROM NODE 33.00 TO NODE 34.00 IS CODE = 5 UPSTREAM NODE 34.00 ELEVATION = 46.77 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 11.50 24.00 .00 46.77 1.22 3.661 DOWNSTREAM 12.00 24.00 - 46.76 1.24 3 .820 LATERAL #1 .50 18.00 90.00 47.10 .26 .283 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*V1*COS(DELTAI) -Q3*V3*COS(DELTA3) - 04*V4*COS(DELTA4) )/ ( (A1+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00258 DOWNSTREAM: MANNING'S N - .01300; FRICTION SLOPE = .00281 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00270 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES - .011 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .018)+( .011)+( .000) = .029 ------------------------------------------------------------------------------ NODE 34.00 : HGL = < 57.291>;EGL= < 57.499>;FLOWLINE= < 46.770> FLOW PROCESS FROM NODE 34.00 TO NODE 35.00 IS CODE 1 UPSTREAM NODE 35.00 ELEVATION = 48.37 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW 11.50 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 446.56 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 11.50)/ ( 226.224) ) **2 .00258 HF=L*SF = ( 446.56) * ( .00258) = 1.154 ------------------------------------------------------------------------------ NODE 35.00 : HGL = < 58.445>;EGL= < 58.653>;FLOWLINE= < 48.370> FLOW PROCESS FROM NODE 35.00 TO NODE 36.00 IS CODE = 2 UPSTREAM NODE 36.00 ELEVATION = 48.39 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE MANHOLE LOSSES(LACFCD) : PIPE FLOW = 11.50 CFS PIPE DIAMETER = 24.00 INCHES FLOW VELOCITY = 3.66 FEET/SEC. VELOCITY HEAD = .208 FEET HMN = .05* (VELOCITY HEAD) = .05* ( .208) = .010 ------------------------------------------------------------------------------ NODE 36.00 : HGL = < 58.455>;EGL= < 58.664>;FLOWLINE= < 48.390> ****************************************************************************** FLOW PROCESS FROM NODE 36.00 TO NODE 37.00 IS CODE = 1 UPSTREAM NODE 37.00 ELEVATION = 49.99 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 11.50 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 446.55 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 11.50)/ ( 226.224) ) **2 .00258 HF=L*SF = ( 446.55) * ( .00258) - 1.154 ------------------------------------------------------------------------------ NODE 37.00 : HGL = < 59.609>;EGL= < 59.817>;FLOWLINE= < 49.990> FLOW PROCESS FROM NODE 37.00 TO NODE 38.00 IS CODE = 5 UPSTREAM NODE 38.00 ELEVATION = 50.00 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) R UPSTREAM 11.00 24.00 .00 50.00 1.19 3.501 DOWNSTREAM 11.50 24.00 - 49.99 1.22 3.661 LATERAL #1 .50 18.00 90.00 50.33 .26 .283 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT= LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Ql*V1*COS(DELTAl) -03*V3*COS(DELTA3) - Q4*V4*COS(DELTA4) )/ ( (Al+A2)*16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE _ .00236 DOWNSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00258 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00247 JUNCTION LENGTH - 4.00 FEET FRICTION LOSSES - .010 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .018)+( .010)+( .000) = .028 ------------------------------------------------------------------------------ NODE 38.00 : HGL = < 59.655>;EGL= < 59.845>;FLOWLINE= < 50.000> FLOW PROCESS FROM NODE 38.00 TO NODE 39.00 IS CODE = 1 UPSTREAM NODE 39.00 ELEVATION = 51.60 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW 11.00 CFS PIPE DIAMETER = 24.00 INCHES PIPE LENGTH = 274.27 FEET MANNING'S N .01300 SF=(Q/K) **2 = ( ( 11.00)/ ( 226.224) )**2 = .00236 HF=L*SF ( 274.27) * ( .00236) _ .648 ---------------------------------•--------------------------------------------- NODE 39.00 : HGL = < 60.303>;EGL= < 60.494>;FLOWLINE= < 51.600> FLOW PROCESS FROM NODE 39.00 TO NODE 40.00 IS CODE = 5 UPSTREAM NODE 40.00 ELEVATION = 51.69 (FLOW IS UNDER PRESSURE) -----------------------------------------7------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 10.50 18.00 90.00 51.69 1.25 5.942 DOWNSTREAM 11.00 24.00 - 51.60 1.19 3.501 LATERAL #1 .50 18.00 90.00 52.02 .26 .283 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(Q2*V2-Q1*V1*COS(DELTAI) -03*V3*COS(DELTA3) - Q4*V4*COS(DELTA4) )/ ( (A1+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE _ .00999 DOWNSTREAM: MANNING'S N. = .01300; FRICTION SLOPE _ .00236 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00618 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES = .025 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES - ( .845)+( .025)+( .000) = .870 ------------------------------------------------------------------------------ NODE 40.00 : HGL = < 60.815>;EGL= < 61.363>;FLOWLINE= < 51.690> ****************************************************************************** FLOW PROCESS FROM NODE 40.00 TO NODE 41.00 IS CODE = 1 UPSTREAM NODE 41.00 ELEVATION = 54.54 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 10.50 CFS PIPE DIAMETER = 18.00 INCHES PIPE LENGTH = 76.00 FEET MANNING'S N = .01300 SF=(Q/K)**2 = ( ( 10.50)/ ( 105.043) ) **2 = .00999 HF=L*SF = ( 76.00)* ( .00999) _ .759 ------------------------------------------------------------------------------ NODE 41.00 : HGL = < 61.575>;EGL= < 62.123>;FLOWLINE= < 54.540> ****************************************************************************** FLOW PROCESS FROM NODE 41.00 TO NODE 42.00 IS CODE = 5 UPSTREAM NODE 42.00 ELEVATION = 54.62 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE JUNCTION LOSSES: PIPE FLOW DIAMETER ANGLE FLOWLINE CRITICAL VELOCITY (CFS) (INCHES) (DEGREES) ELEVATION DEPTH(FT.) (FT/SEC) UPSTREAM 8.00 18.00 90.00 54.62 1.10 4.527 DOWNSTREAM 10.50 18.00 - 54.54 1.25 5.942 LATERAL #1 2.50 18.00 90.00 54.60 .60 1.415 LATERAL #2 .00 .00 .00 .00 .00 .000 Q5 .00===Q5 EQUALS BASIN INPUT=== LACFCD AND OCEMA FLOW JUNCTION FORMULAE USED: DY=(02*V2-Q1*V1*COS(DELTAI) -Q3*V3*COS(DELTA3) - N j a Q4*V4*COS(DELTA4) )/( (Al+A2) *16.1) UPSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00580 DOWNSTREAM: MANNING'S N = .01300; FRICTION SLOPE = .00999 AVERAGED FRICTION SLOPE IN JUNCTION ASSUMED AS .00790 JUNCTION LENGTH = 4.00 FEET FRICTION LOSSES = .032 FEET ENTRANCE LOSSES = .000 FEET JUNCTION LOSSES = (DY+HV1-HV2)+(FRICTION LOSS)+(ENTRANCE LOSSES) JUNCTION LOSSES = ( .866)+( .032)+( .000) _ .898 ------------------------------------------------------------------------------ NODE 42.00 : HGL = < 62.703>;EGL= < 63.021>;FLOWLINE= < 54.620> ****************************************************************************** FLOW PROCESS FROM NODE 42.00 TO NODE 43.00 IS CODE = 1 UPSTREAM NODE 43.00 ELEVATION = 56.80 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 8.00 CFS PIPE DIAMETER = 18.00 INCHES PIPE LENGTH = 434.48 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 8.00)/ ( 105.043) ) **2 = .00580 HF=L*SF = ( 434.48) * ( .00580) = 2.520 ------------------------------------------------------------------------------ NODE 43.00 : HGL = < 65.223>;EGL= < 65.541>;FLOWLINE= < 56.800> ****************************************************************************** FLOW PROCESS FROM NODE 43.00 TO NODE 44.00 IS CODE = 6 UPSTREAM NODE 44.00 ELEVATION = 56.82 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE ANGLE-POINT LOSSES(LACRD) : PIPE FLOW = 8.00 CFS PIPE DIAMETER = 18.00 INCHES PIPE ANGLE-POINT = 5.00 DEGREES ANGLE-POINT COEFFICIENT KA = .01700 FLbW VELOCITY = 4.53 FEET/SEC. VELOCITY HEAD = .318 FEET HAPT=KA* (VELOCITY HEAD) = ( .01700) * ( .318) = .005 ------------------------------------------------------------------------------ NODE 44.00 : HGL = < 65.228>;EGL= < 65.546>;FLOWLINE= < 56.820> ****************************************************************************** FLOW PROCESS FROM NODE 44.00 TO NODE 45.00 IS CODE = 1 UPSTREAM NODE 45.00 ELEVATION = 59.00 (FLOW IS UNDER PRESSURE) ------------------------------------------------------------------------------ CALCULATE FRICTION LOSSES(LACFCD) : PIPE FLOW = 8.00 CFS PIPE DIAMETER = 18.00 INCHES PIPE LENGTH - 436.67 FEET MANNING'S N = .01300 SF=(Q/K) **2 = ( ( 8.00)/ ( 105.043) ) **2 = .00580 HF=L*SF = ( 436.67) *( .00580) = 2.533 ------------------------------------------------------------------------------ NODE 45.00 : HGL = < 67.761>;EGL= < 68.079>;FLOWLINE= < 59.000> ****************************************************************************** UPSTREAM PIPE FLOW CONTROL DATA: NODE NUMBER = 45.00 FLOWLINE ELEVATION = 59.00 ASSUMED UPSTREAM CONTROL HGL 60.10 FOR DOWNSTREAM RUN ANALYSIS END OF GRADUALLY VARIED FLOW ANALYSIS TRANSMITTAL FORM -- - City of Encinitas FAX 760/633-2818 505 S. 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WLa ,"��a u�. � ►=�.` `. � � S •� o +, A�/F-rte►C.C n.�,�a ti s i"�'n .v 4- T • ^- Cat �� c:� ��T r►-� Jc- jZ� d S i—tom 1'��-U '\ C- c,-7 ail, t�a.►� = c°s �� 4'� S�d X .o�•t s '7.�C 8 ?a.a-g = 4 191;9-19 G�A yi 1 , 0 9Ztr Gq QA -4 1 •� = Z t"Brs 4 Z.t G•• ` �t� 1.3 c-Fs X •1+a u •� " N.4 4 1.1 t+.i 5 ❑ Worksheet Name: ❑ Description: ❑ Solve For Full Flow Capacity ❑ Given Constant Data; ❑ Diameter. . . . . . . . . . . 2.00 ❑ Slope. . . . . . . . . . . . . . 0.0025 ❑ Mannings n. . . . . . . . . 0.013 ❑ Discharge. . . . . . . . . . 11.31 ❑Variable Input Data Minimum Maximum Increment By 7 ❑ Open Channel Flow Module, Version 3.21 (c) ❑ Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708 ❑❑ ❑ Page 2 of 2 ❑ COMPUTED COMPUTED COMPUTED COMPUTED ❑ Diameter Channel Mannings Discharge Depth Velocity Capacity ❑ ft Slope 'n' cfs ft fps Full ❑ ft/ft cfs ❑ 2.00 0.0025 0.013 11.31 2.00 3. 60 11.31 ON \ BA2,jQuITOS \: 33 / LAl L — 27 Tv `s. \ � �• ' � � � t ��—��1�,I I��il) ��t� ����titji I� li rf � �� �� rte, r ✓•s. \+ �. �� � / � �`� (�J 'ItUI GU � h, V ® ��� R�� r.q�,•���.� � �Il "✓" 1 � ���>>����t������ _ � 1 �� A�����_ ���r� I`ll')__ 'I 13; (I .^'.t:.• \ .roe •1 fl�12 n ' 336 /I � •_ •°_ ••i '���- �'`�:=y� : `? ��;.\• •r�\1`:`b� [•.18 � •. � �•�� z �!(i/ y .� \ t % ��� �• �� i _ l —'C—Z1v11 •!sue L•; m.= (� �.0 ��1 ��i Iii � l. 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Oa' ,minion I --S y� Ho I ;\/ ■ M 6; County Park \ a SAN DIEGO WSO AIRPORT, CALIFORNIA Period of Record Daily Climate Summary Daily Records for station 047740 SAN DIEGO WSO AIRPORT state: ca For temperature and precipitation, multi-day accumulations are not considered either for records or averages. The year given is the year of latest occurrence. Period requested -- Begin : 1/ 1/1850 -- End : 12/31/2000 Period used -- Begin : 1/ 1/1914 -- End : 10/31/1999 Cooling degree threshold = 65.00 Heating degree threshold = 65.00 AVG Multi-year unsmoothed average of the indicated quantity HI Highest value of indicated quantity for this day of year LO Lowest value of indicated quantity for this day of year YR Latest year of occurrence of the extreme value NO Number of years with data for this day of year. Units: English (inches and degrees F) ---Maximum Temperature---I---Minimum Temperature--- ----Precipitation--- �--- MO DY AVG NO HI YR LO YR AVG NO HI YR LO YR AVG NO HIGH YR A 1 1 64 86 76 1964 53 1917 47 86 57 1986 35 1919 0.027 86 0.63 1982 0. 1 2 64 86 78 1984 55 1993 47 86 60 1997 35 1919 0.046 86 1.19 1931 0. 1 3 64 86 83 1943 53 1949 47 86 59 1997 34 1949 0.034 86 0.62 1917 0. 1 4 65 86 86 1969 51 1971 47 86 58 1981 29 1949 0.070 86 2.24 199 0. 1 5 65 86 80 1969 53 1971 47 86 63 1978 30 1949 0.081 86 0.98 1992 0. 1 6 65 86 78 1958 52 1917 48 86 61 1978 35 1950 0.071 86 1.27 1977 0, 1 7 65 86 81 1963 53 1971 47 86 60 1993 34 1971 0.076 86 1.27 1957 0. 1 8 65 86 78 1983 56 1989 48 86 60 1984 37 1949 0.044 86 0.96 1931 0. 1 9 65 86 85 1923 53 1949 48 86 60 1980 36 1937 0.055 86 1.02 1980 0. 1 10 66 86 88 1953 48 1949 48 86 61 1980 36 1937 0.075 86 1.31 1955 0. 1 11 65 86 83 1983 46 1949 48 86 62 1981 37 1949 0.049 86 0.78 1980 0. 1 12 65 '86 82 1986 54 1930 48 86 62 1981 36 1916 0.097 86 1.20 1960 0. 1 13 65 86 80 1986 51 1949 48 86 62 1980 31 1963 0.059 86 1.29 1952 0. 1 14 65 86 82 1975 54 1949 48 86 63 1980 35 1963 0.084 86 2.11 1978 0. 1 15 65 86 80 1976 55 1960 48 86 61 1980 38 1949 0.072 86 1.80 1993 0. 1 16 65 86 86 1976 53 1987 48 86 59 1993 34 1947 0.077 86 1.12 1993 0. 1 17 65 86 86 1977 53 1933 48 86 61 1980 36 1987 0.058 86 1.55 1916 0. 1 18 65 86 81 1971 55 1922 48 86 57 1978 37 1949 0.085 86 1.27 1917 0. 1 19 63 86 80 1975 52 1917 49 86 59 1983 39 1948 0.052 86 1.03 1933 0. 1 20 63 86 80 1976 52 1937 48 86 58 1970 36 1922 0.055 86 1.37 1962 0. 1 21 63 86 81 1976 50 1945 48 86 62 1976 35 1937 0.068 86 1.67 1915 0. 1 22 64 86 75 1968 52 1937 47 86 57 1977 30 1937 0.060 86 1.53 1967 0. 1 23 65 86 81 1953 51 1937 48 86 58 1981 37 1937 0.055 86 2.23 1943 0. 1 24 65 86 82 1951 52 1949 48 86 57 1983 35 1932 0.056 86 0.62 1941 0. 1 25 65 86 81 1951 51 1949 48 86 60 1969 36 1949 0.077 86 1.99 1995 0. 1 26 65 86 79 1986 55 1957 48 86 59 1980 36 1949 0.095" 86 2.04 1914 0. 1 27 65 86 83 1984 54 1917 49 86 58 1980 37 1950 0.079 86 2. 19 1916 0. 1 28 65 86 83 1962 54 1922 48 86 58 1980 36 1948 0.051 86 1.32 1915 0. 1 29 65 86 81 1984 53 1922 48 86 59 1980 39 1949 0.118 86 1.92 1980 0. 1 30 64 86 82 1984 50 1975 48 86 61 1980 34 1949 0.066 86 0.79 1966 0. 1 31 64 86 82 1953 53 1932 48 86 58 1980 38 1946 0.094 86 2.57 1979 0. 2 1 64 86 84 1935 52 1923 48 86 58 1984 38 1950 0.068 86 0.98 1923 0. 2 2 65 86 82 1954 53 1932 48 86 59 1935 3 u, 0 07 - i s 0 a q ;ins �{ Fe 0; 0I e885 1963 54 1939 48 86 61 1935 37 1932 u0 093 86 1. 2I 19 8 0. ...................................... .. ti,u:.. o32sa4zgs � 0 81963 54 1914 49 86 57 1978 3�: ,a!�f -X&€ . , •., ,It; 9Z- �*�. w hifr:Y/ft.wrcc.dri.edu/cgi-bin/cliRECt.pl?casand q�i�as at1las'�� �M�a�'��io��W��t�d° fyd ile tn�nary�gPgee 2 5 65 86 80 1963 54 1989 49 86 61 1978 39 1955 0.053 86 1.13 1935 0. 2 6 65 86 83 1952 55 1929 50 86 62 1978 39 1955 0.132 86 2.71 1937 0. 2 7 65 86 88 1954 53 1949 50 86 60 1920 41 1917 0.056 86 0.78 1983 0. 2 8 65 86 85 1954 54 1939 50 86 59 1978 38 1948 0.117 86 1.70 1976 0. 2 9 64 86 76 1945 56 1939 50 86 60 1978 38 1929 0.057 86 0.65 1932 0. 2 10 65 86 81 1988 52 1939 49 86 59 1970 38 1965 0.078 86 1.20 1915 0. 2 11 66 86 83 1988 56 1927 49 86 59 1981 41 1948 0.053 86 0.85 1959 0. 2 12 65 86 86 1943 55 1949 49 86 58 1996 38 1965 0.047 86 1.03 1931 0. 2 13 65 86 87 1943 50 1949 49 86 60 1980 37 1948 0.057 86 0.95 1954 0. 2 14 65 86 85 1943 52 1990 50 86 62 1980 37 1949 0.099 86 1.83 1927 0. 2 15 65 86 85 1943 55 1990 50 86 63 1980 36 1949 0.069 86 1.73 1927 0. 2 16 65 86 81 1981 53 1932 50 86 63 1980 37 1928 0.072 86 1.67 1932 0. 2 17 65 86 84 1930 56 1929 50 86 62 1980 38 1956 0.063 86 1.38 1998 0. 2 18 65 86 80 1981 54 1918 50 86 63 1980 40 1944 0.046 86 0.81 1980 0. 2 19 65 86 90 1995 54 1949 50 86 61 1980 38 1955 0.072 86 1.46 1993 0. 2 20 65 86 81 1982 56 1971 50 86 61 1996 38 1953 0.078 86 1.41 1980 0. 2 21 65 86 83 1981 53 1922 50 86 61 1980 39 1953 0.053 86 1.03 1959 0. 2 22 65 66 80 1989 55 1969 50 86 59 1977 41 1955 0.072 86 1.50 1941 0. 2 23 66 86 85 1954- 53 1953 50 86 59 1995 40 1942 0.050 86 0.98 1998 0. 2 24 66 86 89 1921 55 1987 50 86 60 1982 41 1953 0.053 86 0.84 1934 0. 2 25 66 86 82 1926 56 1996 50 86 59 1995 41 1956 0.044 86 0.88 1981 0. 2 26 65 86 87 1926 57 1996 50 86 58 1995 41 1935 0.023 86 0.36 1983 0. 2 27 65 -86 82 1992 55 1951 50 86 61 1988 41 1944 0.061 86 1.12 1991 0. 2 28 66 86 82 1992 56 1971 50 86 64 1978 42 1951 0.081 86 1.64 1970 0. 2 29 65 21 74 1924 59 1932 52 21 58 1988 45 1996 0.059 21 0.34 1964 0. 3 1 66 86 80 1967 56 1915 51 86 61 1978 42 1939 0.110 86 1.64 1981 0. 3 2 64 86 78 1994 56 1966 51 86 60 1978 39 1971 0.110 86 1.95 1992 0. 3 3 64 86 79 1931 56 1976 50 86 59 1995 39 1917 0.048 86 0.72 1943 0. 3 4 65 86 85 1987 57 1923 51 86 59 1995 41 1951 0.040 86 0.61 1970 0. 3 5 66 86 78 1959 58 1935 51 86 60 1995 40 1923 0.053 86 1.17 1981 0. 3 6 66 86 84 1979 58 1958 51 86 59 1978 42 1948 0.066 86 1.44 1975 0. 3 7 66 86 88 1914 57 1935 50 86 58 1986 42 1958 0.054 86 2.10 1952 0. 3 8 66 86 85 1996 58 1925 51 86 60 1983 42 1964 0.053 86 1.33 1968 0. 3 9 66 86 85 1934 57 1935 51 86 59 1943 40 1922 0.028 86 0.62 1926 0: 3 10 65 86 85 1997 55 1917 52 86 61 1995 40 1935 0.060 86 0.97 1980 0. 3 11 65 86 88 1959 52 1922 52 86 62 1983 40 1935 0.109 86 1.77 1995 0. 3 12 66 86 84 1947 55 1917 51 86 62 1983 38 1922 0.047 86 1.10 1941 0. 3 13 66 86 87 1994 55 1969 51 86 61 1984 40 1917 0.063 86 1.28 1941 0. 3 14 66 86 83 1951 57 1919 51 86 59 1984 41 1919 0.073 86 1.39 1942 0. 3 15 66 86 80 1978 57 1991 51 86 59 1993 40 1919 0.059 86 1.40 1930 0. 3 16 67 86 91 1978 56 1930 51 86 60 1980 42 1991 0.066 86 1.32 1958 0. 3 17 67 86 93 1978 56 1922 52 86 59 1993 44 1952 0.060 86 2.03 1982 0. 3 18 66 86 82 1960 58 1937 52 86 64 1978 41 1920 0.027 86 0.56 1983 0. 3 19 67 86 86 1997 58 1935 52 86 62 1978 44 1963 0.054 86 1.15 1991 0. 3 20 67 86 88 1997 55 1919 52 86 62 1978 44 1935 0.058 86 0.97 1919 0. 3 21 66 86 90 1931 56 1919 52 86 61 1978 41 1948 0.055 86 0.66 1954 0. 3 22 66 86 81 1976 58 1935 52 86 61 1978 44 1944 0.049 86 1.39 1954 0. 3 23 66 86 88 1926 55 1929 52 86 60 1993 42 1952 0.024 86 0.39 1954 0. 3 24 66 86 82 1930 56 1929 52 86 60 1993 43 1929 0.058 86 0.95 1983 0. 3 25 66 86 89 1988 56 1936 52 86 62 1984 42 1945 0.064 86 0.85 1998 0. 3 26 66 86 93 1988 56 1920 53 86 62 1984 41 1936 0.045 86 0.97 1991 0. 3 27 67 86 82 1952 58 1991 53 86 61 1988 43 1920 0.048 86 0.91 1991 0. 3 28 66 86 80 1984 58 1990 53 86 62 1978 41 1920 0.043 86 0.62 1979 0. 3 29 66 86 84 1950 53 1998 53 86 63 1978 44 1945 0.024 86 0.47 1925 0. 3 30 66 86 78 1950 60 1977 53 86 61 1978 44 1998 0.027 86 1.00 1946 0. 3 31 67 86 84 1945 58 1967 53 86 60 1983 45 1949 0.061 86 1.17 1941 0. 4 1 67 86 87 1985 58 1999 53 86 60 1986 44 1917 0.063 86 0.77 1958 0. 4 2 66 86 92 1960 58 1937 53 86 59 1985 44 1956 0.013 86 0.24 1939 0. 4 3 67 86 89 1960 59 1933 53 86 59 1992 41 1945 0.027 86 0.74 1987 0. 4 4 67 86 91 1971 56 1921 53 86 62 1992 43 1945 0.039 86 0.75 1926 0. }fin N i O e 5 1989 57 1922 54 86 63 1989 43ac219420MVIV430 u 98M8 I ffgi%I Sg9OH 4•••••••6••••••68••••••5.6•••-••• 8 989 56 1929 54 86 65 1989 44 86 1.13 1x86 0. X34 sus 8g0 3 : 989 59 1975 54 86 64 1989 41 � A po/y M Wrcc.dri.edu/cgi-bin/cliRECt.pl?casand qolEas aria 3NR Gd&4Q�9hWaAI_RPORT, CALIFORNIIA_Period of_Record_Daily_Climate Summary- 1Vs-8-07 81 22 54 86 61 1989 43 1929 0.044 8 or a 2 54 86 61 1992 44 1953 0.017 8 ,,5 ... ,,?�..,s o ,.,.,,,a.. HoX1 8 8 85 1 6 7 54 86 62 1980 44 1935 0.025 8dac�t jej ,?Re llt Ho I� ho 81nst Me 4 emo 7 54 86 62 1984 44 1945 0.036 8 � 4 12 68 86 92 1947 59 1922 54 86 62 1978 43 1927 0.024 86 0.83 1956 0. 4 13 68 86 95 1940 58 1922 55 86 62 1978 46 1927 0.015 86 0.83 1976 0. 4 14 68 86 91 1964 56 1921 54 86 62 1989 44 1945 0.019 86 0.69 1988 0. 4 15 69 86 90 1948 57 1917 55 86 60 1990 45 1945 0.009 86 0.19 1998 0. 4 16 67 86 87 1948 55 1917 55 86 61 1989 46 1921 0.018 86 0.85 1917 0. 4 17 67 86 81 1999 57 1917 55 86 62 1958 46 1967 0.018 86 0.37 1990 0. 4 18 67 86 83 1914 55 1933 55 86 62 1992 45 1933 0.029 86 0.42 1983 0. 4 19 68 86 85 1914 60 1933 55 86 62 1992 46 1941 0.010 86 0.25 1929 0. 4 20 68 86 86 1986 59 1920 55 86 63 1980 46 1955 0.030 86 1.42 1988 0. 4 21 68 86 87 1987 58 1925 55 86 62 1958 46 1925 0.036 86 1.33 1988 0. 4 22 68 86 85 1987 58 1999 55 86 62 1958 45 1963 0.022 86 0.45 1914 0. 4 23 67 86 82 1995 60 1925 55 86 62 1981 46 1963 0.010 86 0.25 1980 0. 4 24 67 86 83 1995 60 1922 55 86 62 1981 46 1925 0.012 86 0.28 1967 0. 4 25 67 86 83 1992 60 1971 55 86 63 1992 47 1921 0.019 86 0.85 1951 0. 4 26 67 86 83 1992 59 1919 55 86 63 1992 47 1932 0.035 86 1.05 1931 0. 4 27 68 86 87 1986 60 1970 56 86 62 1992 48 1955 0.019 86 0.55 1944 0. 4 28 68 86 88 1921 58 1933 56 86 62 1996 49 1944 0.031 86 1.33 1933 0. 4 29 67 86 87 1996 59 1999 56 86 66 1992 48 1970 0.021 86 0.45 1983 0. 4 30 67 86 86 1996 57 1915 56 86 65 1981 46 1942 0.031 86 0.88 1930 0. 5 1 68 86 81 1929 56 1915 56 86 65 1981 47 1932 0.015 86 0.53 1980 0. 5 2 69 86 87 1929 60 1938 56 86 63 1982 49 1915 0.003 86 0.12 1955 0. 5 3 68 86 90 1953 59 1920 57 86 64 1980 45 1915 0.005 86 0.17 1930 0. 5 4 68 86 90 1953 59 1930 57 86 64 1992 47 1930 0.009 86 0.52 1930 0. 5 5 68 86 96 1953 60 1921 5.7 86 64 1984 48 1950 0.025 86 1.01 1921 0. 5 6 69 86 87 1990 60 1964 57 86 65 1992 49 1921 0.013 86 0.31 1921 0. 5 7 68 86 85 1941 60 1930 57 86 64 1997 49 1964 0.008 86 0.32 1971 0. 5 8 68 86 81 1941 60 1999 57 86 63 1997 49 1965 0.021 86 1.49 1977 0. 5 9 69 86 87 1984 57 1922 57 86 64 1996 49 1930 0.009 86 0.21 1928 0. 5 10 68 86 85 1943 56 1933 58 86 65 1981 48 1933 0.007 86 0.38 1933 0. 5 11 69 86 83 1996 60 1933 57 86 65 1992 48 1922 0.009 86 0.42 1957 0: 5 12 69 86 88 1979 61 1933 58 86 65 1992 51 1967 0.006 86 0.31 1998 0. 5 13 69 86 94 1979 60 1920 58 86 64 1997 51 1967 0.006 86 0.28 1995 0. 5 14 68 86 87 1956 62 1920 58 86 65 1981 51 1933 0.005 86 0.35 1962 0. 5 15 68 86 91 1956 58 1953 58 86 66 1996 52 1968 0.003 86 0.08 1953 0. 5 16 69 86 92 1956 61 1950 58 86 66 1996 51 1955 0.003 86 0.07 1921 0. 5 17 69 ' 86 94 1956 61 1922 58 86 67 1996 50 1962 0.002 86 0.13 1949 0. 5 18 69 86 86 1983 62 1921 58 86 65 1997 50 1943 0.006 86 0.17 1922 0. 5 19 69 86 67 1943 60 1916 58 86 65 1978 50 1917 0.003 86 0.09 1957 0. 5 20 69 86 87 1942 60 1927 58 86 65 1978 50 1915 0.005 86 0.18 1921 0. 5 21 68 86 85 1941 61 1999 58 86 65 1997 49 1948 0.016 86 0.58 1921 0. 5 22 69 86 80 1958 62 1950 58 86 65 1997 51 1927 0.005 86 0.36 1921 0. 5 23 69 86 82 1932 59 1917 59 86 65 1997 51 1933 0.004 86 0.16 1937 0. 5 24 69 86 79 1932 58 1917 59 86 65 1984 51 1945 0.001 86 0.03 1977 0. 5 25 69 86 86 1941 61 1917 58 86 65 1984 51 1916 0.004 86 0.19 1931 0. 5 26 69 86 80 1941 62 1917 59 86 66 1981 50 1916 0.003 86 0.09 1942 0. 5 27 69 86 84 1915 61 1921 59 86 66 1984 50 1917 0.002 86 0.09 1962 0. 5 28 69 86 86 1997 61 1971 59 86 66 1997 53 1964 0.010 86 0.48 1990 0. 5 29 69 86 88 1978 61 1917 59 86 67 1997 53 1961 0.002 86 0.07 1937 0. 5 30 68 86 77 1946 61 1923 59 86 67 1997 52 1921 0.000 86 0.01 1991 0. 5 31 68 86 76 1997 62 1917 59 86 67 1997 53 1921 0.002 86 0.11 1925 0. 6 1 69 86 78 1997 63 1927 59 86 67 1997 52 1916 0.000 86 0.01 1925 0. 6 2 70 .86 84 1919 63 1932 59 86 66 1997 51 1967 0.002 86 0.04 1944 0. 6 3 69 86 91 1919 63 1999 60 86 67 1981 54 1999 0.002 86 0.13 1952 0. 6 4 70 86 81 1990 63 1917 60 86 66 1981 53 1916 0.002 86 0.12 1945 0. 6 5 69 86 77 1949 63 1952 60 86 66 1981 53 1925 0.008 86 0.38 1993 0. 6 6 69 86 80 1985 62 1917 60 86 67 1981 52 1948 0.004 86 0.29 1934 0. 6 7 69 86 77 1985 63 1917 60 86 68 1981 54 1963 0.002 .86 0.06 1953 0. 6 8 69 86 78 1990 63 1964 60 86 66 1981 52 1950 0.002 86 0.07 1998 0. 6 9 70 86 90 1979 63 1971 60 86 67 1984 54 1950 0.008 86 0.38 1990 0. .hVt*&r,alwb didgMt; W 'V49 ool%2ediscovery%2ecom%2f&Type=I&sTer lU/ M GMJ)WW Ch AIRPORT, CALIFORNIA Period of Record Daily Climate Summary-- l #f'D A,10„«7 X86 101, 5 816 7 60 86 67 1990 53 1964 0.008. �r . 6•" �! 7,Q 86 60 86 69 1979 56 1964 0.003 .:..: H 6 Il �__ 0���8 Me 90 1�7 em 65F 1933 60 86 72 1979 55 1922 0.003 86aclkt teA�.f17RegAt 1 0 7 1 60 86 70 1979 55 1952 0.000 8 . 6 14 71 86 87 1917 64 1962 60 86 66 1984 50 1943 0.000 86 0.03 1962 0. 6 15 71 86 97 1981 65 1999 61 86 66 1984 53 1943 0.003 86 0.13 1995 0. 6 16 71 86 100 1981 64 1967 61 86 69 1981 55 1921 0.003 86 0.17 1995 0. 6 17 71 86 93 1957 65 1982 60 86 68 1981 54 1944 0.002 86 0.14 1995 0. 6 18 72 86 97 1957 64 1975 61 86 70 1981 55 1944 0.002 86 0.08 1953 0. 6 19 72 86 90 1957 64 1923 61 86 69 1981 55 1933 0.000 86 0.02 1928 0. 6 20 72 86 90 1973 64 1916 61 86 67 1981 55 1943 0.004 86 0.28 1972 0. 6 21 71 86 88 1973 63 1999 61 86 69 1981 56 1941 0.000 86 0.01 1982 0. 6 22 72 86 86 1978 64 1965 61 86 71 1981 55 1916 0.000 86 0.04 1992 0. 6 23 72 86 90 1978 65 1938 61 86 70 1981 56 1942 0.000 86 0.01 1972 0. 6 24 72 '86 96 1931 64 1933 62 86 70 1984 55 1944 0.000 86 0.03 1918 0. 6 25 72 86 88 1931 65 1965 62 86 71 1981 54 1943 0.000 86 0.00 1999 0. 6 26 73 86 94 1990 65 1920 62 86 70 1981 55 1914 0.000 86 0.01 1952 0. 6 27 73 86 91 1990 67 1933 62 86 . 69 1984 55 1965 0.000 86 0.00 1999 0. 6 28 73 86 95 1980 67 1933 62 86 70 1976 56 1950 0.001 86 0.06 1925 0. 6 29 73 86 84 1980 67 1955 62 86 70 1980 57 1963 0.000 86 0.00 1999 0. 6 30 74 86 96 1985 65 1933 62 86 69 1984 57 1943 0.000 86 0.00 1999 0. 7 1 73 86 95 1985 66 1933 63 86 73 1985 57 1944 0.000 86 0.03 1994 0. 7 2 74 86 94 1985 65 1999 63 86 73 1985 57 1964 0.000 86 0.02 1984 0. 7 3 73 86 90 1981 66 1999 63 86 71 1985 58 1952 0.000 86 0.01 1983 0. 7 4 73 86 89 1957 67 1915 62 86 71 1981 58 1948 0.000 86 0.00 1999 0. 7 5 73 86 84 1981 66 1933 63 86 72 1981 55 1948 0.000 86 0.01 1986 0. 7 6 73 86 83 1981 67 1924 63 86 73 1981 57 1948 0.000 86 0.03 1968 0. 7 7 74 86 86 1954 68 1999 63 86 71 1984 56 1915 0.000 86 0.02 1992 0. 7 8 75 86 86 1984 68 1987 63 86 73 1984 59 1952 0.001 86 0.08 1950 0. 7 9 75 86 95 1985 68 1933 63 86 74 1984 57 1948 0.000 86 0.00 1999 0. 7 10 75 86 93 1959 67 1916 64 86 73 1985 58 1947 0.001 86 0.09 1996 0. 7 11 75 86 89 1959 . 66 1965 64 86 72 1985 58 1952 0.000 86 0.01 1992 0. 7 12 74 86 85 1983 68 1948 64 86 71 1985 58 1952 0.000 86 0.00 1999 0. 7 13 75 86 85 1984 68 1920 64 86 72 1984 58 1952 0.000 86 0.00 1999 0: 7 14 75 86 89 1930 67 1933 64 86 73 1984 58 1944 0.000 86 0.02 1916 0. 7 15 75 86 90 1984 67 1933 64 86 75 1984 58 1944 0.000 86 0.04 1984 0. 7 16 75 86 85 1995 67 1962 64 86 74 1984 58 1923 0.001 86 0.04 1995 0. 7 17 75 86 86 1984 67 1987 65 86 74 1984 59 1947 0.000 86 0.03 1987 0. 7 18 75 86 83 1992 68 1924 65 86 74 1984 59 1947 0.000 86 0.01 1922 0. 7 19 75 86 87 1951 66 1916 65 86 75 1984 59 1987 0.000 86 0.00 1999 0. 7 20 75 86 86 1974 68 1932 65 86 74 1984 58 1940 0.003 86 0.19 1998 0. 7 21 75 86 85 1981 69 1928 65 86 73 1984 58 1943 0.000 86 0.00 1999 0. 7 22 75 86 87 1960 68 1914 65 86 72 1984 59 1940 0.000 86 0.00 1999 0. 7 23 75 86 89 1960 68 1932 65 86 72 1984 60 1944 0.000 86 0.00 1999 0. 7 24 75 86 84 1959 68 1932 65 86 73 1984 58 1932 0.000 86 0.00 1999 0. 7 25 75 86 84 1952 68 1932 65 86 72 1931 60 1947 0.000 86 0.01 1941 0. 7 26 76 86 87 1977 69 1932 65 86 74 1984 59 1932 0.001 86 0.04 1941 0. 7 27 76 86 86 1972 69 1914 66 86 74 1984 60 1965 0.002 86 0. 13 1984 0. 7 28 76 86 92 1972 68 1914 66 86 74 1984 60 1930 0.002 86 0.09 1968 0. 7 29 76 86 89 1972 67 1914 66 86 73 1984 60 1914 0.002 86 0. 14 1937 0. 7 30 76 86 100 1930 69 1929 66 86 76 1980 60 1948 0.000 86 0.01 1923 0. 7 31 77 86 92 1930 71 1933 66 86 75 1980 58 1924 0.003 86 0.22 1991 0. 8 1 77 86 90 1972 69 1919 66 86 74 1980 60 1944 0.000 86 0.01 1991 0. 8 2 76 86 85 1971 70 1991 66 86 72 1980 59 1944 0.000 86 0.03 1971 0. 8 3 76 86 85 1971 69 1924 66 86 72 1984 58 1944 0.000 86 0.00 1999 0. 8 4 76 86 86 1971 69 1999 65 86 71 1984 60 1956 0.000 86 0.02 1961 0. 8 5 76 86 88 1961 68 1999 66 86 72 1971 60 1951 0.000 86 0.04 1926 0. 8 6 77 86 88 1979 68 1933 65 86 75 1983 58 1950 0.000 86 0.02 1983 0. 8 7 76 86 87 1983 67 1933 66 86 76 1983 57 1944 0.002 86 0.14 1983 0. 8 8 76 86 94 1936 68 1933 66 86 75 1983 58 1944 0.003 86 0.25 1936 0. 8 9 77 86 89 1965 68 1932 66 86 74 1983 59 1916 0.000 86 0.00 1999 0. 8 10 76 86 85 1998 68 1932 66 86 72 1983 60 1948 0.001 86 0.03 1945 0. 8 11 76 86 86 1994 69 1932 66 86 72 1998 59 1923 0.000 86 0.01 1945 0. htlosb6 bvmdec .iM4ci a&A?VaUstthool%2ediscovery%2ecom%2f&Type=I&sTer 1/34/60 SAN DIEGO WSO AIRPORT, CALIFORNIA Period-of Record Daily Climate-Summary- Page-5-ems 8 12 77 86 94 1991 69 1932 66 86 73 1984 60 1949 0.001 86 0.02 1972 0. 8 13 76 86 93 1994 68 1916 66 86 76 1983 60 1950 0.001 86 0.04 1992 0. 8 14 76 86 90 1994 67 1987 66 86 74 1992 60 1999 0.002 86 0.17 1983 0. 8 15 76 86 87 1992 68 1916 66 86 74 1992 60 1950 0.001 86 0.07 1918 0. 8 16 76 86 88 1983 68 1916 66 86 76 1983 60 1950 0.017 86 1.44 1977 0. 8 17 76 86 88 1992 67 1916 66 86 75 1984 58 1932 0.009 86 0.69 1977 0. 8 18 76 86 90 1986 70 1935 66 86 75 1984 59 1932 0.010 86 0.83 1945 0. 8 19 76 86 88 1986 70 1999 65 86 75 1984 58 1916 0.000 86 0.01 1933 0. 8 20 76 86 84 1986 67 1924 66 86 75 1984 60 1932 0.000 86 0.00 1999 0. 8 21 76 86 89 1982 70 1924 65 86 75 1984 58 1916 0.000 86 0.00 1999 0. 8 22 76 86 90 1972 66 1924 65 86 74 1984 59 1916 0.000 86 0.00 1999 0. 8 23 76 86 89 1968 70 1924 65 86 73 1984 59 1947 0.000 86 0.00 1999 0. 8 24 77 86 85 1985 70 1928 66 86 73 1984 61 1975 0.000 86 0.01 1916 0. 8 25 77 86 89 1985 70 1933 66 86 74 1984 58 1975 0.002 86 0.18 1935 0. 8 26 77 86 92 1981 69 1933 66 86 75 1981 59 1940 0.000 86 0.01 1994 0. 8 27 77 86 91 1915 69 1933 65 86 74 1981 59 1975 0.000 86 0.00 1999 0. 8 28 77 86 90 1983 69 1914 65 86 75 1984 59 1975 0.009 86 0.76 1951 0. 8 29 77 86 87 1954 68 1951 65 86 76 1984 59 1947 0.001 86 0.07 1951 0. 8 30 77 86 90 1985 69 1919 65 86 75 1984 58 1947 0.000 86 0.02 1951 0. 8 31 76 86 98 1955 68 1933 65 86 73 1984 58 1942 0.003 86 0.14 1967 0. 9 1 77 86 104 1955 68 1999 65 86 73 1983 59 1941 0.000 86 0.00 1999 0. 9 2 77 86 99 1955 68 1999 65 86 76 1955 57 1916 0.000 86 0.00 1999 0. 9 3 77 •86 92 1998 67 1933 65 86 74 1997 58 1916 0.002 86 0.04 1963 0. 9 4 77 86 107 1988 68 1916 65 86 76 1984 58 1916 0.011 86 0.85 1963 0. 9 5 77 86 97 1988 68 1929 65 86 76 1984 59 1951 0.012 86 0.52 1939 0. 9 6 77 86 90 1952 67 1965 65 86 73 1995 56 1942 0.012 86 0.58 1939 0. 9 7 76 86 92 1949 66 1933 65 86 73 1984 57 1933 0.007 86 0.37 1957 0. 9 8 76 86 100 1984 65 1933 64 86 75 1984 58 1965 0.003 86 0.16 1982 0. 9 9 76 86 96 1956 67 1933 64 86 78 1984 58 1961 0.002 86 0.09 1976 0. 9 10 76 8.6 92 1983 67 1933 65 86 76 1984 58 1914 0.015 86 0.87 1976 0. 9 11 77 86 102 1959 64 1933 65 86 75 1984 56 1924 0.001 86 0.03 19319 0. 9 12 75 86 94 1971 64 1933 64 86 75 1984 55 1952 0.003 86 0.24 1939 0. 9 13 75 86 92 1971 64 1933 64 86 75 1984 56 1952 0.003 86 0.28 1941 0. 9 14 75 86 90 1989 65 1933 63 86 76 1984 55 1952 0.001 86 0.06 1918 0: 9 15 75 86 100 1979 66 1933 63 86 76 1984 54 1914 0.002 86 0.04 1997 0. 9 16 75 86 97 1979 66 1933 64 86 76 1984 55 1933 0.005 86 0.24 1978 0. 9 17 75 86 95 1929 66 1933 64 86 78 1984 56 1943 0.013 86 0.48 1963 0. 9 18 76 86 95 1939 67 1999 64 86 77 1984 53 1933 0.007 86 0.41 1963 0. 9 19 75 86 97 1939 66 1932 63 86 77 1984 56 1942 0.003 86 0.14 1989 0. 9 20 75 86 100 1939 67 1928 63 86 75 1983 55 1944 0.006 86 0.24 1991 0. 9 21 75 86 106 1939 66 1933 63 86 76 1939 53 1997 0.001 86 0.07 1947 0. 9 22 76 86 102 1939 67 1933 63 86 73 1984 53 1944 0.008 86 0.70 1987 0. 9 23 75 86 103 1975 65 1933 63 86 76 1939 52 1941 0.003 86 0.14 1958 0. 9 24 76 86 99 1978 66 1928 63 86 73 1982 54 1923 0.008 86 0.48 1958 0. 9 25 75 86 101 1978 66 1916 63 86 74 1978 52 1920 0.029 86 0.90 1986 0. 9 26 75 86 111 1963 67 1999 63 86 73 1984 51 1948 0.004 86 0. 13 1919 0. 9 27 75 86 104 1963 67 1999 63 86 73 1984 53 1923 0.000 86 0.01 1985 0. 9 28 76 86 99 1963 64 1933 63 86 73 1963 54 1924 0.001 86 0.04 1967 0. 9 29 75 86 91 1918 66 1933 63 86 73 1984 54 1948 0.002 86 0. 12 1983 0. 9 30 75 86 90 1945 66 1935 62 86 71 1997 55 1951 0.020 86 1.23 1921 0. 10 1 74 86 93 1965 66 1935 62 86 70 1997 54 1925 0.008 86 0.44 1921 0. 10 2 74 86 94 1945 64 1928 62 86 70 1997 50 1925 0.007 86 0.22 1916 0. 10 3 75 86 104 1987 62 1916 62 86 69 1997 53 1916 0.010 86 0.55 1914 0. 10 4 74 86 97 1987 64 1916 61 86 70 1997 51 1939 0.037 86 2.95 1925 0. 10 5 74 86 97 1971 66 1973 61 86 70 1997 51 1916 0.010 86 0.55 1925 0. 10 6 74 86 101 1971 64 1916 62 86 70 1971 52 1946 0.010 86 0.32 1916 0. 10 7 74 86 91 1951 64 1916 61 86 69 1976 48 1916 0.016 86 0.52 1939 0. 10 8 73 86 91 1976 64 1933 60 86 69 1983 50 1916 0.003 86 0.19 1961 0. 10 9 74 86 99 1994 64 1932 60 86 71 1983 51 1961 0.017 86 0.74 1932 0. 10 10 74 86 92 1991 62 1924 60 86 70 1984 50 1949 0.024 86 0.91 1986 0. 10 11 74 86 89 1991 64 1928 60 86 69 1984 51 1924 0.010 86 0.51 1987 0. 10 12 73 86 94 1939 65 1928 60 86 67 1993 49 1924 0.013 86 0.45 1941 0. 10 13 73 86 91 1939 65 1916 60 86 68 1991 50 1928 0.004 86 0.24 1957 0. http://www.wrcc.dri.edu/cgi-bin/cliRECt.-pl?casand 1/31/00 SAN DIEGO WSO_AIRPORT, CALIFORNIA Period-of Record Daily Cli,r kte-Su arm Page-6-of-7 10 14 73 86 107 1961 64 1916 60 86 68 1984 50 1928 0.006 86 0.36 1957 0. 10 15 73 86 97 1961 66 1998 60 86 73 1961 50 1928 0.004 86 0.22 1936 0. 10 16 73 86 97 1958 61 1916 59 86 68 1983 50 1920 0.017 86 0.68 1971 0. 10 17 73 86 98 1958 61 1971 59 86 69 1983 47 1938 0.025 86 0.72 1971 0. 10 18 73 86 91 1940 63 1916 59 86 69 1976 49 1946 0.025 86 1.00 1948 0. 10 19 73 86 97 1964 62 1920 58 86 68 1983 50 1949 0.009 86 0.22 1949 0. 10 20 72 86 95 1964 62 1916 59 86 70 1976 46 1949 0.012 86 0.58 1979 0. 10 21 73 '86 101 1965 63 1924 58 86 68 1978 45 1949 0.010 86 0.32 1976 0. 10 22 72 86 104 1965 63 1916 58 86 68 1965 48 1949 0.015 86 0.91 1941 0. 10 23 72 86 93 1965 62 1941 58 86 67 1982 50 1949 0.019 86 0.88 1941 0. 10 24 73 86 94 1965 63 1924 57 86 69 1982 48 1917 0.015 86 1.00 1919 0. 10 25 73 86 95 1983 61 1924 57 86 67 1982 49 1916 0.023 86 0.79 1940 0. 10 26 72 86 92 1983 63 1924 57 86 71 1983 50 1919 0.017 86 0.44 1991 0. 10 27 72 86 88 1914 63 1919 57 86 71 1983 50 1939 0.012 86 0.39 1940 0. 10 28 72 86 90 1973 62 1946 57 86 69 1983 48 1949 0.023 86 0.59 1974 0. 10 29 72 86 89 1931 61 1971 56 86 69 1983 45 1971 0.014 86 0.42 1974 0. 10 30 72 86 89 1962 61 1920 56 86 68 1983 43 1971 0.019 86 0.68 1957 0. 10 31 72 86 90 1918 62 1916 56 86 67 1983 46 1916 0.022 86 1.01 1927 0. 11 1 72 85 97 1966- 61 1916 55 85 68 1983 45 1916 0.010 85 0.29 1995 0. 11 2 73 85 90 1997 61 1935 55 85 63 1983 48 1971 0.001 85 0.04 1957 0. 11 3 73 85 93 1921 61 1916 55 85 63 1950 47 1946 0.002 85 0. 14 1960 0. 11 4 72 85 97 1976 62 1924 55 85 63 1983 44 1935 0.009 85 0.28 1957 0. 11 5 72 85 92 1976 61 1924 55 85 68 1983 45 1922 0.029 85 1.05 1944 0. 11 6 72 85 90 1949 62 1920 55 85 64 1983 46 1935 0.017 85 0.42 1969 0. 11 7 71 85 89 1956 61 1924 55 85 62 1997 46 1925 0.023 85 0.77 1931 0. 11 8 71 85 89 1956 62 1998 55 85 64 1983 47 1920 0.022 85 0.52 1946 0. 11 9 71 85 96 1956 61 1935 55 85 63 1992 44 1945 0.040 85 0.79 1914 0. 11 10 71 85 91 1956 61 1994 54 85 62 1991 44 1919 0.040 85 0.96 1949 0. 11 11 70 85 86 1974 60 .1938 53 85 63 1980 43 1915 0.081 85 1.95 1944 0. 11 12 70 85 91 1974 59 1985 54 85 68 1983 42 1938 0.049 85 1.70 1941 0. 11 13 70 85 89 1949 60 1956 54 85 66 1983 42 1915 0.050 85 1.11 1950 0. 11 14 69 85 87 1949 59 1964 53 85 61 1983 39 1916 0.050 85 1. 12 1944 0. 11 15 69 '85 89 1940 59 1964 52 85 60 1995 38 1964 0.036 85 1.06 1965 0. 11 16 69 85 83 1943 59 1958 52 85 62 1966 42 1958 0.057 85 1.25 1965 0.' 11 17 69 85 88 1976 57 1964 53 85 64 1986 41 1958 0.032 85 1.07 1986 0. 11 18 70 85 86 1949 59 1994 52 85 62 1983 43 1964 0.023 85 0.58 1973 0. 11 19 70 85 85 1917 59 1994 52 85 62 1967 39 1994 0.021 85 0.61 1967 0. 11 20 70 85 86 1914 60 1963 51 85 62 1967 38 1964 0.043 85 1.45 1963 0. 11 21 69 85 86 1954 60 1931 51 85 62 1936 40 1941 0.040 85 1.22 1967 0. 11 22 69 85 83 1954 58 1931 51 85 61 1976 40 1931 0.059 85 1.53 1965 0. 11 23 69 85 86 1950 58 1931 51 85 61 1965 38 1931 0.030 85 0.56 1965 0. 11 24 69 85 87 1932 60 1988 51 85 60 1981 38 1931 0.036 85 0.62 1984 0. 11 25 70 85 89 1953 61 1988 51 85 61 1989 40 1931 0.046 85 2.04 1985 0. 11 26 69 85 85 1956 60 1994 51 85 64 1976 42 1931 0.035 85 0.56 1970 0. 11 27 69 85 81 1956 54 1919 50 85 59 1930 40 1948 0.021 85 0.68 1931 0. 11 28 68 85 82 1980 56 1919 50 85 59 1977 36 1919 0.041 85 1.32 1981 0. 11 29 69 85 85 1953 57 1933 50 85 60 1982 41 1919 0.030 85 0.91 1970 0. 11 30 68 85 85 1964 59 1919 50 85 58 1932 40 1931 0.019 85 0.33 1982 0. 12 1 67 84 83 1959 59 1933 50 84 60 1983 42 1991 0.026 84 0.85 1947 0. 12 2 68 84 83 1959 59 1985 50 84 59 1925 42 1991 0.043 84 1.05 1925 0. 12 3 68 84 85 1958 59 1928 50 84 59 1969 44 1973 0.046 84 1.03 1928 0. 12 4 67 84 83 1979 59 1998 50 84 60 1980 42 1944 0.081 84 1.43 1974 0. 12 5 67 84 83 1965 58 1998 50 84 60 1966 38 1948 0.052 84 1.33 1966 0. 12 6 67 84 85 1979 56 1978 50 84 59 1995 42 1978 0.041 84 0.72 1966 0. 12 7 67 84 80 1989 55 1978 49 84 58 1997 38 1978 0.029 84 1.15 1992 0. 12 8 66 84 84 1938 55 1960 49 84 62 1988 34 1978 0.050 84 1.24 1931 0. 12 9 67 84 84 1957 55 1972 49 84 61 1939 35 1960 0.091 84 1.53 1926 0. 12 10 66 84 84 1950 54 1972 49 84 60 1991 42 1997 0.090 84 2.56 1943 0. 12 11 66 84 84 1958 53 1927 49 84 61 1977 39 1947 0.061 84 1.22 1943 0. 12 12 66 84 81 1952 56 1932 49 84 59 1934 36 1949 0.050 84 1.01 1943 0. 12 13 66 84 81 1952 57 1987 48 84 59 1922 38 1985 0.044 84 0. 69 1934 0. 12 14 66 84 83 1953 55 1987 48 84 58 1934 37 1987 0.056 84 1.04 1965 0. 12 15 66 84 81 1958 54 1967 48 84 60 1977 38 1987 0.048 84 2.34 1938 0. http://www.wrcc.dri.edu/cgi-bin/cliRECt.pl?casand 1/31/00 SAN DIEGO WSO AIRPORT, CALIFORNIA Period of Record Daily Climate Summary Page-Tof-7 12 16 67 84 84 1980 55 1948 49 84 62 1957 40 1931 0.056 84 1.36 1987 0. 12 17 66 84 82 1979 54 1924 48 84 57 1962 38 1916 0.060 84 1.32 1978 0. 12 18 65 84 78 1985 56 1924 49 84 58 1977 40 1928 0.070 84 1.93 1921 0. 12 19 66 84 80 1954 54 1916 49 84 59 1921 38 1928 0.054 84 0.75 1970 0. 12 20 66 84 82 1954 55 1990 48 84 59 1969 38 1992 0.062 84 2.08 1921 0. 12 21 65 84 77 1985 53 1990 48 84 59 1969 37 1968 0.055 84 1.06 1921 0. 12 22 65 84 78 1960 52 1990 48 84 61 1977 36 1968 0.063 84 2.60 1945 0. 12 23 65 84 78 1989 55 1990 48 84 61 1977 36 1990 0.057 84 2.31 1940 0. 12 24 65 84 79 1989 55 1987 48 84 59 1977 37 1948 0.079 84 1.46 1940 0. 12 25 65 84 83 1925 52 1916 47 84 63 1977 34 1987 0.061 84 1.50 1921 0. 12 26 65 84 79 1919 51 1916 47 84 62 1977 37 1990 0.069 84 1.90 1921 0. 12 27 65 84 85 1956 54 1916 48 84 64 1977 37 1987 0.076 84 1.57 1984 0. 12 28 65 84 84 1919 54 1916 48 84 63 1977 37 1987 0.078 84 1.01 1989 0. 12 29 65 84 88 1963 56 1988 48 84 62 1977 38 1966 0.050 84 0.55 1982 0. 12 30 65 84 87 1980 49 1915 47 84 61 1977 39 1988 0.064 84 1.95 1951 0. 12 31 65 84 80 1958 54 1915 48 84 59 1977 38 1947 0.024 84 0.72 1976 0. Western Regional Climate Center, wrcc@dri.edu http://www.wrcc.dri.edu/cgi-bin/cliRECt.pl?casand 1/31/00