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2007-637421I~ Recording Requested By: City Engineer 505 South Vulcan Avenue ) Encinitas, CA 92024 ) SPACE ABOVE FOR RECORDER'S USE ONLY When Recorded Mail to: ) City Clerk ) City of Encinitas ) DOCp 2007-0637421 1FFI1-7IAL F!ECOREiS Ahd DIEi- O COLlNT`( FIEFi IRDEF" OFFICE GFIE GUR`i'J. SPAITH: COUNTYFIE CORDER FEES: 56,00 PAGES: 17 PRIVATE STORM WATER TREATMENT MAINTENANCE AGREEMENT Assessor's Parcel No. 216-030-51, -67, -69J Project No. 01-292 W.O.No.: 0483-G THIS AGREEMENT for the periodic maintenance and repair of that certain private storm water treatment facilities, the legal description and/or plat of which is set forth in Exhibits attached hereto and made a part hereof, is entered into by CHEVRON U.S.A. INC., A CORPORATION (hereinafter referred to as "Developer") for the benefit of future owners who will use the private storm water treatment facilities (hereinafter referred to as " Owner(s)", which shall include the Developer to the extent the Developer retains any ownership interest in any land covered by this agreement. WHEREAS, this Agreement is required as a condition of approval by the City of Encinitas (herein referred to as "City") of a development project and pursuant to City of Encinitas Municipal Code Section 24.16.060 and Section 24.29.040; and WHEREAS, Developer is the owner of certain real property as described in Exhibit "A" that will use and enjoy the benefit of said storm water treatment facilities(s), said real property hereinafter referred to as the "property"; and WHEREAS, Property use and enjoy the benefit of certain facilities for storm water treatment and pollution control, said facilities described in Exhibit "B" attached hereto and made a part hereof; and WHEREAS, it is the desire of the Developer that said private storm water treatment system be maintained in a safe and usable condition by the owners; and WHEREAS, it is the desire of the Developer to establish a method for the periodic maintenance and repair of said private storm water treatment facilities and for the apportionment of the expense of such maintenance and repair among existing and future owners; and WHEREAS, there exists a benefit to the public the private storm water facilities be adequately maintained on a regular and periodic basis in compliance with the City of Encinitas Municipal Code and other related City policies and requirements; and WHEREAS, it is the intention of the Developer that this Agreement constitute a covenant running with the land, binding upon each successive owner of all or any portion of the property. NOW THEREFORE, IT IS HEREBY AGREED FOR VALUABLE CONSIDERATION AS FOLLOWS: 1. The property is benefited by this Agreement, and present and successive owners of all or any portion of the property are expressly bound hereby for the benefit of the land. 2. The private storm water facilities shall be constructed by the Owner, its successors and assigns, in accordance with the plans and specifications identified in the Plan. 3. The cost and expense of maintaining the private storm water treatment facilities shall be paid by the owner of the heirs, assigns and successors in interest or each such owner. 4. In the event any of the herein described parcels of land are subdivided further, the owners, heirs, assigns and successors in interest of each such newly created parcel shall be liable under this Agreement for their then pro rata share of expenses and such pro rata shares of expenses shall be computed to reflect such newly created parcels. 5. The repairs and maintenance to be performed under this Agreement shall be limited to the following: reasonable improvements and maintenance work to adequately maintain said private storm water treatment facilities in proper working order as determined by applicable City policies and requirements and to permit access to said facilities. Repairs and maintenance under this Agreement shall include, but are not limited to, repairing access roadbeds, repairing and maintaining drainage structures, removing debris, perpetually maintaining adequate groundcover and/or other erosion control measures within the private property in order to prevent sedimentation, and other work reasonably necessary and proper to repair and preserve the private storm water treatment facilities for their intended purposes and to prevent sedimentation in storm water runoff. The private storm water facilities shall be maintained regularly as necessary to keep the facilities in proper working order, with a minimum maintenance frequency of twice annually. In the event a maintenance schedule for the Storm Water BMP facilities (including sediment removal) is outlined on the approved plans, the schedule will be followed. 6. If there is a covenant, agreement, or other obligation for the construction of improvements imposed as a condition of the development, the obligation to repair and maintain the private storm water treatment facilities as herein set forth shall commence when improvements have been completed and approved by the City. 2 7. Any extraordinary repair required to correct damage to said storm water treatment facilities that results from action taken or contracted for by the owners or their successors in interest shall be paid for by the party taking action or party contracting for work which caused the necessity for the extraordinary repair. The repair shall be such as to restore the storm water treatment facilities to the condition existing prior to said damage. 8. Any liability of the owners for personal injury to an agent hereunder, or to any worker employed to make repairs or provide maintenance under this Agreement, or to third persons, as well as any liability of the owners for damage to the property of agent, or any such worker, or of any third persons, as a result of or arising out of repairs and maintenance under this Agreement, shall be borne, by the owners as they bear the costs and expenses of such repairs and maintenance. Owners shall be responsible for and maintain their own insurance, if any. By this Agreement, the Developer does not intend to provide for the sharing of liability with respect to personal injury or property damage other than that attributable to the repairs and maintenance undertaken under this Agreement. 9. Owners shall jointly and severally defend and indemnify and hold harmless City, City's engineer and its consultants and each of its officials, directors, officers, agents and employees from and against all liability, claims, damages, losses, expenses, personal injury and other costs, including costs of defense and attorney's fees, to the agent hereunder or to any owner, any contractor, any subcontractor, any user of the storm water treatment facilities, or to any other third persons arising out of or in any way related to the use of, repair or maintenance of, or the failure to repair or maintain the private storm water treatment facilities. 10. Nothing in the Agreement, the specifications or other contract documents or City's approval of the plans and specifications or inspection of the work is intended to include a review, inspection acknowledgement of a responsibility for any such matter, and City, City's engineer and its consultants, and each of its officials, directors, officers, employees and agents, shall have no responsibility or liability therefore. 11. The Owner, its successors and assigns, shall inspect the stormwater management/BMP facility and submit to the City an inspection report annually. The purpose of the inspection is to assure safe and proper functioning of the facilities. The inspection shall cover the entire facilities, berms, outlet structure, pond areas, access roads, etc. Deficiencies shall be noted in the inspection report. 11. Chapter 11.12 of the Encinitas Municipal Code outlines in detail the nuisance abatement process and the City's authority to require correction of any property maintenance violation that is deemed a public health or safety hazard or threat. The City is authorized to collect sums as appropriate for recovery of the costs for abatement of any property maintenance violation should the property owner fail to voluntarily comply. 3 12. The Owner, its successors and assigns, hereby grant permission to the City, its authorized agents and employees, to enter upon the Property and to inspect the stormwater management/BMP facilities upon reasonable notice whenever the City deems necessary. The purpose of inspection is to follow-up on reported deficiencies and/or to respond to citizen complaints. The City shall provide the Owner, its successors and assigns, copies of the inspection findings and a directive to commence with the repairs if necessary. 13. In the event the Owner, its successors and assigns, fails to maintain the stormwater management/BMP facilities in good working condition acceptable to the City, the City, its agents, or its contractors, may enter upon the Property and take the steps necessary to correct deficiencies identified in the inspection report and to charge the costs of such repairs to the Owner, its successors and assigns. In the event the CITY pursuant to this Agreement, performs work of any nature, or expends any funds in performance of said work for labor, use of equipment, supplies, materials, and the like, the Owner, its successors and assigns, shall reimburse the City upon demand, within thirty (30) days of receipt thereof for all actual costs incurred by the CITY hereunder. If said funds are not paid in a timely manner, City reserves the right to file an assessment lien on the real property with the County Recorder of County of San Diego. It is expressly understood and agreed that the City is under no obligation to maintain or repair said facilities, and in no event shall this Agreement be construed to impose any such obligation on the City. 14. This Agreement imposes no liability of any kind whatsoever on the CITY and the Owner agrees to hold the CITY harmless from any liability in the event the stormwater management/BMP facilities fail to operate properly. 15. It is the purpose of the signatories hereto that this instrument be recorded to the end and intent that the obligation hereby created shall be and constitute a covenant running with the land and any subsequent purchaser of all or any portion thereof, by acceptance of delivery of a deed and/or conveyance regardless of form, shall be deemed to have consented to and become bound by these presents, including without limitation, the right of any person entitled to enforce the terms of this Agreement to institute legal action as provided in Paragraph 9 hereof, such remedy to be cumulative and in addition to other remedies provided in this Agreement and to all other remedies at law or in equity. 16. The terms of this Agreement may be amended in writing upon majority approval of the owners and consent of the City. 17. This Agreement shall be governed by the laws of the State of California. In the event that any of the provisions of this Agreement are held to be unenforceable or invalid by any court of competent jurisdiction, the validity, and enforceability of the remaining provisions shall not be affected thereby. 18. If the Property constitutes a "Common Interest Development" as defined in California Civil Code Section 1351(c) which will include membership in or ownership of an "Association" as defined in California Civil Code Section 1351(a), anything in this 4 Agreement to the contrary notwithstanding, the following provisions shall apply at and during such time as (i) the Property is encumbered by a "Declaration" (as defined in California Civil Code Section 1351(h), and (ii) the Common Area of the property (including the private storm water treatment facilities) is managed and controlled by an Association: (a) The Association, through its Board of Directors, shall repair and maintain the private storm water treatment facilities and shall be deemed the "agent" as referred to in Paragraph 7 above. The Association, which shall not be replaced except by amendment to the Declaration, shall receive no compensation for performing such duties. The costs of such maintenance and repair shall be assessed against each owner and his subdivision interest in the Property pursuant to the Declaration. The assessments shall be deposited in the Association's corporate account. (b) The provisions in the Declaration which provide for assessment liens in favor of the Association and enforcement thereof shall supersede Paragraph 8 of the Agreement in its entirety. No individual owners shall have the right to alter, maintain or repair any of the Common Area (as defined in California Civil Code Section 1351(b) in the Property except as may be allowed by the Declaration. (c) This Agreement shall not be interpreted in any manner, which reduces or limits the Association's ri ghts and duties pursuant to its Bylaws and Declaration. 19. It is understood and agreed that the covenants herein contained shall be binding on the heirs, executors, administrators, successors, and assignees of each of the owners. 19. The foregoing covenants shall run with the land and shall be deemed to be for the benefit of the land of the owners and each and every person who shall at anytime own all or any portion of the property referred to herein. IN WITNESS WHEREOF, the p res hav executed this Agreement Thi s-__% la day of , 2007. Developer: Signtaure 0, ~~a ue_ lewe_~ HC 6-7 111-lad. Print Name and Title For Chevron U.S.A. Inc, a Corporation Signature of DEVELOPER must be notarized. Attach the appropriate acknowledgement. 5 CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT State of California County of On ' before me, Date _ Name and Title of Officer (e.g., 444 Doe, Notary Public") ' personally appeared Name(s) of Signer(s) personally known to me 0. S. Wmcuccl ComrNaalon # 1741730 Orange County Comm, es 23, 201 ❑ (or proved to me on the basis of satisfactory evidence) to be the personN whose name( s/are subscribed to the within instrument and acknowledged to me that he/s~tte/bey executed the same in hiq j 6Wth& authorized capacityTt ) , and that by huffier-/their-signatures on the instrument the persoh(,,jj, or the entity upon behalf of which the person(sacted, executed the instrument. WITNESS a rhand and official seal. Place Notary Seal Above 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: Signer(s) Other Than Named Above: Capacity(ies) Claimed by Signer(s) Signer's Name: ❑ Individual ❑ Corporate Officer - Title(s): ❑ Partner - ❑ Limited ❑ General ❑ Attorney in Fact • ❑ Trustee Top of thumb here El Guardian or Conservator ❑ Other: Signer Is Representing: Number of Pages: Signer's Name: ❑ Individual ❑ Corporate Officer - Title(s): ❑ Partner - ❑ Limited ❑ General ❑ Attorney in Fact ❑ Trustee ❑ Guardian or Conservator ❑ Other: Signer Is Representing 21R.1 19.1111 q Top of thumb here © 2006 National Notary Association • 9350 De Soto Ave. P.O. Box 2402 • Chatsworth, CA 91313-2402 - z-~~~Item No. 5907 Reorder: Call Toll-Free 1-800-876-6827 Exhibit "A" Legal Description of Real Property APN 216-030-51, -67, -69 PARCEL1 ALL THAT PORTION OF LOT 1, AVOCADO ACRES NO. 3, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2063, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 3, 1927, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID LOT 1, MAP NO. 2063, WHICH ALSO LIES ON THE NORTHERLY BOUNDARY OF THE PUBLIC ROAD KNOWN AS LA COSTA; THENCE EASTERLY ALONG THE NORTHERLY BOUNDARY OF SAID LA COSTA SOUTH 89°25'18" EAST 127.20 FEET (RECORD NORTH 89°52' EAST); THENCE LEAVING THE NORTHERLY BOUNDARY OF LA COSTA NORTH 75°32'04" EAST 94.68 FEET ALONG THE BOUNDARY OF LAND CONVEYED BY DEED TO THE STATE OF CALIFORNIA BY DEED RECORDED MARCH 3, 1961, INSTRUMENT NO. 37959, SERIES 2, BOOK 1961 OF OFFICIAL RECORDS; TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID BOUNDARY NORTH 75°32'04" EAST 97.55 FEET; NORTH 07°01'34" EAST 37.76 FEET; AND NORTH 16°12'31" WEST 90.00 FEET; THENCE SOUTH 78°47'29" WEST 100.00 FEET; THENCE SOUTH 10°36'32" EAST 131.07 FEET TO THE TRUE POINT OF BEGINNING. CONTAINING AN AREA OF 13325 SQUARE FEET MORE OR LESS PARCEL 2 THAT PORTION OF LOT 1 OF AVOCADO ACRES NO. 3, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF NO. 2063, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 3, 1927, DESCRIBED AS FOLLOWS: BEGINNING AT THE MOST EASTERLY CORNER OF SAID LOT 1; THENCE ALONG THE NORTHEASTERLY LINE OF SAID LOT, NORTH 34°17'20" WEST 94, 82 FEET NORTH 46°31'50" WEST 245.91 FEET; AND NORTH 50°49'50" WEST 173.84 FEET TO THE SOUTHEASTERLY EXTREMITY OF THE NORTHWESTERLY 12.07 FEET TO THAT COURSE IN SAID NORTHWESTERLY LOT LINE WHICH IS SHOWN ON SAID MAP NO. 2063, AS BEING NORTH 50°49'50" WEST 185.91 FEET; BEING ALSO THE MOST NORTHERLY CORNER OF LAND CONVEYED BY DEED TO WALTER J. HOEHN, ET UX, RECORDED MAY 28, 1953, INSTRUMENT NO. 73307, BOOK 4870, PAGE 451 OF OFFICIAL RECORDS; THENCE SOUTH 00°50'30" EAST ALONG THE WESTERLY LINE OF SAID HOEHN LAND 342.20 FEET TO THE SOUTHERLY LINE OF SAID LOT 1; THENCE NORTH 89°52'00" EAST ALONG SAID SOUTHERLY LINE 300.41 FEET TO THE BEGINNING OF A TANGENT 125.00 FOOT RADIUS CURVE, CONCAVE SOUTHERLY; THENCE EASTERLY ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 29°19'15" A DISTANCE OF 63.67 FEET TO THE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING SOUTHERLY, EASTERLY AND NORTHEASTERLY OF THE FOLLOWING DESCRIBED LINE: f,CN%BIT -A' ( PA4E Z) PARCEL 2 (Continued) BEGINNING AT A POINT IN THE SOUTH LINE OF SAID LOT 1, SAID POINT BEING DISTANT ALONG SAID LINE SOUTH 89°25'18" EAST 127.20 FEET FROM THE SOUTHWEST CORNER OF SAID LOT 1; THENCE NORTH 75°32'04" EAST 192.23 FEET; THENCE NORTH 07°01'34" EAST 37.76 FEET; THENCE NORTH 16°12'31" WEST 289.21 FEET TO A POINT, SAID POINT IS AT COORDINATES X-1, 678,750.35 FEET AND Y-335,772.93 FEET. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID LOT 1, MAP NO. 2063, WHICH ALSO LIES ON THE NORTHERLY BOUNDARY OF THE PUBLIC ROAD KNOWN AS LA COSTA; THENCE EASTERLY ALONG THE NORTHERLY BOUNDARY OF SAID LA COSTA, SOUTH 89°25'18" EAST (RECORD NORTH 89°52' EAST); THENCE LEAVING THE NORTHERLY BOUNDARY OF LA COSTA. NORTH 75°32'04" EAST 94.68 FEET ALONG THE BOUNDARY OF STATE OF CALIFORNIA FREEWAY BOUNDARY AS SHOWN ON X1-SD-2-A TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG SAID BOUNDARY NORTH 75°32'04" EAST 97.55 FEET; NORTH 07°01'34" EAST 37.76 FEET; AND NORTH 16°12'31" WEST 90.00 FEET; THENCE SOUTH 78°47'29" WEST 100.00 FEET; THENCE SOUTH 10°36'32" EAST 131.07 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 3 ALL THAT PORTION OF LOT 1, AVOCADO ACRES NO. 3, IN THE COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2063, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, OCTOBER 3, 1927, DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST NORTHERLY CORNER OF SAID LOT 1; THENCE SOUTH 43°25'30" EAST ALONG THE NORTHEASTERLY LINE OF SAID LOT, A DISTANCE OF 159.50 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°50'30" EAST PARALLEL WITH THE WEST LINE OF SAID LOT, A DISTANCE OF 186.66 FEET; THENCE NORTH 89°52'00" EAST 6.02 FEET; THENCE SOUTH 00°50'30" EAST PARALLEL WITH SAID WEST LINE OF SAID LOT 1 A DISTANCE OF 225.23 FEET TO THE SOUTH LINE OF SAID LOT; THENCE NORTH 89°52' EAST ALONG SAID SOUTH LINE 60.98 FEET TO THE SOUTHWEST CORNER OF LAND CONVEYED TO WALTER J. HOEHN AND WIFE BY DEED DATED MAY 14, 1953 AND RECORDED IN BOOK 487, PAGE 451 OF OFFICIAL RECORDS; THENCE NORTH 00°50'30" WEST ALONG THE WEST LINE OF SAID LAND 342.20 FEET TO THE NORTHEASTERLY LINE OF SAID LOT 1; THENCE ALONG SAID NORTHEASTERLY LINE NORTH 50°49'50" WEST 12.07 FEET AND NORTH 43°25'30" WEST 82.20 FEET TO THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM THAT PORTION LYING SOUTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT THE SOUTHWESTERLY CORNER OF SAID LOT 1, MAP NO. 2063, WHICH ALSO LIES ON THE NORTHERLY BOUNDARY OF THE PUBLIC ROAD KNOWN AS LA COSTA; THENCE EASTERLY ALONG THE NORTHERLY BOUNDARY OF SAID LA COSTA, SOUTH 89°25'18" EAST 127.20 FEET (RECORD NORTH 89°52' EAST) TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE; THENCE LEAVING THE NORTHERLY BOUNDARY OF LA COSTA. NORTH 75°32'04" EAST 192.43 FEET ALONG THE BOUNDARY OF LAND CONVEYED BY DEED TO THE STATE OF CALIFORNIA BY DEED RECORDED EmIlalT- (PACE 3) MARCH 3, 1961, INSTRUMENT NO. 37959, SERIES 2, BOOK 1961 OF OFFICIAL RECORDS TO THE END OF THE HEREIN DESCRIBED LINE. PARCEL 3 (Continued) EXCEPTING THEREFROM PARCELS 2 AND 3: ALL THAT PORTION OF LOT 1 OF AVOCADO ACRES NO. 3 IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO. 2063, FILED IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, ON OCTOBER 3, 1927, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 1, MAP 2063, SAID CORNER ALSO LIES ON THE NORTHERLY BOUNDARY OF THE PUBLIC ROAD KNOWN AS LA COSTA AVENUE PER ROAD SURVEY 346 AND ROAD SURVEY 1796; THENCE EASTERLY ALONG THE NORTHERLY BOUNDARY OF SAID LA COSTA AVENUE, SOUTH 89°23'15" EAST (RECORD SOUTH 89°52' EAST PER SAID MAP 2063) (FOR THE PURPOSES OF THIS DESCRIPTION, BEARINGS ARE IN TERMS OF THE CALIFORNIA STATE PLANE COORDINATE SYSTEM, NAD27, ZONE VI) 111.31 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING THE SOUTHWEST CORNER OF A PARCEL OF LAND DESCRIBED AS PARCEL 3 CONVEYED TO THE CHEVRON U.S.A. INC., A CORPORATION, BY DEED FILED ON DECEMBER 12, 1984, AS FILE NO. 84-462951 OF OFFICIAL RECORDS; THENCE CONTINUING ALONG SAID NORTHERLY BOUNDARY OF SAID LA COSTA AVENUE, SOUTH 89°23'15" EAST 15 29 FEET TO THE BOUNDARY OF LAND CONVEYED TO THE STATE OF CALIFORNIA BY DEED RECORDED OCTOBER 31, 1960 AS FILE NO. 215375 OF OFFICIAL RECORDS; THENCE ALONG SAID BOUNDARY NORTH 45°17'19" EAST 0.85 FEET TO AN ANGLE POINT IN SAID BOUNDARY; THENCE NORTH 75°32'04" EAST 62.53 FEET; THENCE LEAVING SAID BOUNDARY, SOUTH 83°40'22" WEST 76.96 FEET TO THE WESTERLY BOUNDARY OF SAID PARCEL OF LAND DESCRIBED AS PARCEL 3 CONVEYED TO CHEVRON U.S.A. INC; THENCE SOUTH 00°20'38" EAST 7.57 FEET ALONG SAID WESTERLY BOUNDARY TO THE POINT OF BEGINNING. ~s EXHIBIT \ ,SS~LQ.s~ Plat of Storm Water Pollution Control Facilities 1 9so•~~ F J J s APN 216-030-51, - 67, -69 I ~c. • I I \ \ I ~ A d ?J~ 01 CATCH BASIN HYDROCARBON I I (0 o N50'12'58"W 13.78' (N50'49'50"W 12 07') W/ FILTER (TYPICAL) I CO ui BMP SWALE & 0000 SPILLWAY . OIMPERVIOUS ROOF \ SH ENCLOSURE o 00 Ssp. FOP °o - ~~~~8• ~ OCANOPY OVER FUELING o o AREA FOR BMP 11 I I ~N ~ - IIII I _ ~pND S ~I P \ ~2 g \P~E.E4 N I AVOCADO ACRES 0 LO Z I g W 0 1-08 L I C'4 C14 00 6 \ \ \ Sly 9 S 6 9~ A` j~ OF L~FO o I w 3 0 ' L CA A o Z I 000 N N C~- 7 C~- 0' F \ 10, ~LyT \ cow n;o v ~O I \ \ I z z N N \ \ 1 2 0 I Sri ~n N N \ DRAINS TO WASTEWATER I TANK FOR BMP I Ww oao M r ~ Y 1 1 I11 I I 1 0 r, CEL 1 I y 1 I `n o 00 _ ~°-®J LO II II I t~ 1 O N 3 w I TA I I 'S2'E z tr I 5 18 W ~ 551 f ~c^ 94 ' 242 43'- - 111.83 (1 m 29;) . N89'26'44"W 345.98' LA COSTA AVENUE Ell EADSON & ASSOCIATES, INC. Surveying & Mapping Consultants CAUFORNIA 14125 TELEPHONE AVE., STE. 1 LICENSED I A CHINO, CA. 91710 ARIZONA (909) 364-1681 CALIFORNIA (909) 364-1781 FAX NEVADA Plat of Storm Water Pollution Control Facilities SCALE: 1 60' BY: KM DATED: 03/09/2007 JOB NO.: 0690000 CxN1B1T 8 (P9C,E 2) DrainPacslm are custom made at United's fabrication facility to accommodate any drain size or configuration in a manner that will not interfere with lateral line storm water flow. United offers a complete service package from fabrication and installation to inspections, cleaning, and reporting that helps customers to comply with Clean Water Act and associated storm water regulations. APPLICATIONS: _ ■ Streets N Maintenance & Fueling Facilities ■ Construction Sites ■ Manufacturing & Industrial Facilities ■ Electric Generating Facilities ■ Hazardous TSD Facilities 4 Commercial Parldng Lots ■ Auto Service Stations N Car Wash Facilities ■ Mass Transportation Facilities K Golf Courses & Recreation Areas ■ New Developments BENEFITS: 0 Cost effective ■ Reduce pollutants to EPA's maximum extent practicable ■ Reduce need to clean lateral: drain lines 4 waste transportation # disposal cost ■ Reduce need to clean pump plants or replace pumps damaged by sediments and debris ■ Retained sediments are ready for disposal MAINTENANCE: ■ Can be cleaned by hand or using vacuum. ■ Dr'ainPacsTm should be inspected and cleaned as required on a quarterly basis during the dry season (June-September) and on a monthly basis during the wet season (October-May). ■ Per Standard Urban Stoml Water Mltigation Plans (SUSMP) maintenance agreements shall at a minimum require the inspection and servicing of all structural BMPs on an annual basis ■ Limer material requires periodic replacement based on runoff volume and characteristics 69.Z79.7/.9ron" 7 8 6 7 6 wu~ui vnitEds 7 17uratErcom -5an Oje United Storm Water's DrainPacTm Storm Drain Fi(ter Insert (Patent #6,0$6,158) is a patented. treatment control SMP product that captures and treats urban runoff before it enters the storm drain system. This #1 rated BMP is capable of retaining 97% of total suspended solids, and effectively captures litter, debris, heavy metals and petroleum hydrocarbons to non-detect in the effluent (see DrainPac! Specifications). Filter Liner Liner Support Basket Frame Assembly Attachment Assembly (Curb Inlet) ■ Nora-woven polypropylene ■ High density polymer ■ 3116' stainless steel ■ 3116" stainless steel ■ PVC mesh with overflow by-pass ■ Rated at 7,540 Ibftt r 2° lip ■ 45° angle brackets ■ Rated at .60 CFSfsq.lt. ■ PVC molding ■ 318" anchor bolts (PAC,E 3) United Storm Waters DrainPacOl are custom designed and are fabricated from high quality materials to meet individual customer requirements. These multi-layer fiitrafion devises are installed in a manner that does not interfere with lateral line water flow. Two commonly used DrainPac'm configurations treat urban runoff that enters drop inlets and curb inlets. Regardless of the DrainPac-r" configuration that is designed and fabricated for your facility, all of United's storm drain filter inserts are made from the same materials as specified below. DROP INLET DRAINPACTm Designed for drop inlet type storm drains. Installed/self supported on the lip of the catch basin underneath the traffic grate, ~r CURB INLET DRAINPACTM Designed for catch basins. Mounted on the forward inner wall of curb inlets beneath the curb opening. rxH,3,T `B/ Street Level Support Basket Filter Liner Drain Line Curb Opening Street Level Angle Bracket Filter Liner -Drain Line Cow- Af7g6A.~ r~~,-7,7),/-.5 8 6 7 URW ta~~ u wuz united's~ canter, coat HaJ7 oleDrca cs&&.~4410 21790 1=xVA ISIT ,B, ( L}) The effectiveness of the DrainPacTM in eliminating total suspended solids, heavy metals, petroleum hydrocarbons, and other contaminants from storm water runoff has been validated by the University of Califamia Los Angeles (UCLA) Civil Engineering and Environmental Department for Storm Water Management. UCLA first tested the DrainPaC11 against all available storm drain filter inserts in 1998. After a year and a half of field and laboratory testing, the DrainPacTM was selected and recommended for installation as the best available storm drain filter insert for the Santa Monica Bay Consortium. Over time, design improvements have been made to the DrainPacTm and it was retested in 2005 to provide the following analytical results: UCLA TESTSYSTEM SCHEMATIC Air Injection Point 3" Tap Water Line Cont=rof ~ Valve Doppler Effect Flow Meter Contaminant Reservoir Stilling Chamber QrainPac Effluent Storm Drain Filter Insert Sample Point i 24" Wide FI ume Metering Pump Influent Sample Point ANALYTICAL RESULTS Removal Efficiency 98% Flow Rate .60 CFSIsq.ft. Tensile Strength 95# Elongation 50% Mullen Burst 200 psi Puncture 55# Permeability .25 cm/sec The results listed are based on the testing of a DrainPac',111 containing 3,5 oz non-woven polypropylene falter cloth. DrainPacsT1' are also available using 6 az, 8 oz, and 12 oz filler cloth per customer specifications, tcrs ArrgE/eCs -5a.17 Diego 66779 1-7/-HT QIR" t zuw.. u17&ed~~x ura t-r. corm {~345~J _4~J' ~~`_90 E~itI T ' 13 ['C 5 Maintenance of DrainPac Storm Drain Filter Inserts United Storm Water, Inc., provides a complete full service storm water management company. United fabricates and installs DrainPac storm drain filter inserts. United also inspects, maintains, properly transports and disposes the material collected from the DrainPac. All inspections and cleanings are documented in the annual report to the customer. United provides all safety equipment, material, and training required for the inspection and removal of storm water sediment and debris from the DrainPac liners. • Inspection during the cleaning process. The waste material inside the DrainPac should be visually inspected prior to cleaning for any obvious contamination from illegal dumping. The waste material in the DrainPac should be classified for example: green waste, sediment, trash & litter or other. All inspections and cleaning should be recorded and documented. A sample of the storm drain waste should be analyzed for Heavy Metals and Hydrocarbons for proper classification and disposal. If the storm drain waste is classified as hazardous the analysis should be repeated for all disposals until the classification is changed to non-hazardous. DrainPac filters should be inspected for and replaced if there are any holes, rips or petroleum hydrocarbon build-up. Minimum requirement for inspection of the unit is on a quarterly basis during the dry season (June through September) and on a monthly basis during the wet season (October through May). According to the State of California State Water Resources Control Board, storm water discharge visual observations are required for at least one storm event per month during the wet season. The visual observation must be conducted during the first hour of discharge at all discharge locations. Equipment Required for Cleaning: DrainPac can be cleaned by hand or vacuum. The cleaning schedule will vary on the overall good housekeeping and other best management practices applied to the site. On the average the DrainPac will require cleaning on a quarterly basis. United strongly recommends cleaning of the unit prior to the wet season and after the first storm event with 3/a" of rain. Hand cleaning requires that the curb inlet unit be removed from the inlet box. The waste material can then be dumped into a container for analysis and disposal. If the storm drain is a drop inlet, the DrainPac must be lifted out manually or with a forklift. Confined Space procedures must be followed at all times. =~N ►ia►~ ~ ~ (PA.U~ lo) Vacuum cleaning requires that the curb inlet can be cleaned in place with use of an industrial vacuum truck/trailer capable of pulling 850 cubic feet of air per minute. The waste material can then be dumped into a container for analysis and disposal. If the storm drain is a drop inlet, the DrainPac can also be cleaned in place. Confined Space procedures must be followed at all times. Training for employees conducting drain cleaning. If the storm drain waste is classified as hazardous the employee is required to be OSHA 1910.120 trained in handling hazardous waste, the selections of personnel protective equipment and its proper use. Employee should have Blood Borne Pathogen training and be in a medical surveillance program because of the bio-hazardous hazards associated with drain cleaning for example: snakes, spiders, spent hypodermic needs. Transportation and disposal of storm drain waste. If the storm drain waste is classified as hazardous the waste it is treated as any other hazardous waste. The waste must be stored in a sealed container and approved proper storage, transportation and disposal. The waste must be properly labeled with a proper DOT shipping name and can only be accumulated for 90 days onsite in most cases. License hazardous waste transporters must transport the waste for disposal at an approved disposal site. If the storm drain waste is non-hazardous the waste can be placed in normal trash for landfill in a class III landfill. 1 x N~s~T 13- l YPGE 1 T R IT 0 N FILTER TM C;t Product CATCH BASIN FILTER INSERT _ Specification THE TRITON FILTER • Non-reactive High Density Poly- ethylene (HDPE) plastic construc- tion, with U.V. inhibitors. • Round, Square, Rectangular, Low Profile and Custom models. • Dual Stage and Dual Capacity Filters are also available. • Quick and easy servicing made available by replaceable Media-Paks. • Filter Media-Pak available for the removal of hydrocarbons, metals, sand, silt, and litter. • Disposable Filter Media-Pak is constructed from durable geotextile, polyproplene fabric. • Media-Pak can be interchanged with Geo Trap series as site condi- tions change. • Media is nonhazardous, per EPA and OSHA standards. • Patented design with high nominal flow and high overflow capacities. Easy to install in new and existing catch basins. • Meets Best Available Technology (BAT) for use in Stormwater Best Management Practices (BMP). • Maintenance contracts, including recycling of all spent absorbents are available. • Servicing of filters on a regular basis is a requirement to meet most local and state BMP's. TRITON C4 TCH &4SINFILTER INSERT REM has developed the TRITON Catch Basin Insert to help eliminate hydrocarbons and other contaminants such as metals, sand, silt and litter from stormwater runoff. The TRITON is designed to be inserted below the grate of storm drain inlets. Patent No. 6,21.7,757 REM - HELPING KEEPYOURNVATERWAYS CLEAN The most recent National Water Quality Inventory reports that runofffrom urban areas is the leading source of impairments to surveyed estuaries and the third largest source of water quality impairments to surveyed lakes. In addition, population and development trends indicate that by 2010 more than half of the Nation will live in coastal towns and cities. Runcfffrom these rapidly growing urban areas will continue to degrade coastal 'waters. 1 'Environmental Protection Agency's Office of Water EPA841-F-96-004G Revel Environmental Manuffacturing, Inc. MADE IN wwvv.remfilte.rs.com _ 888-526-4736 EACH ~}3 tT ~ g~ C~ACaE $ TRITON FILTERTIV' CATCH BASIN INSERT TRITON MEDIA CARTRIDGE ,v Q") ' IL if NOTES: 1. All dimensions are in inches. 2. Units are constructed from High Density Polyethylene Plastic with U.V. inhibitors. 3. Media Cartridges can be inter- changed with Geo Trap series as site conditions change. 4. Low profile filters are also available for shallow catch basins. 5. Custom sizes are available to fit most applications. Please call a distributor near you for details. 6. Optional TDG series Trash & Debris Guard also available. 7. Dual stage and dual capacity filters also available. l j DIMENSIONAL SPECIFICATIONS STANDARD DIMENSIONS (IN INCHES) TR12i 2 11 13 11 11 6.75 3,75 5,5 1 TR1212RD 13 pm 11 DTA 6.75 '1_115 5 1 TR1616 18 18 14 14 6.7; 3_75 10_5 1 TR1918 2O 20 17 17 10-i T ?5 10.5 1 TR18RD 20 n1A 16.5 mA h 75 175 M5 1 TR1924 19 25 17 17 10.5 " 25 10.5 1 T"112024 21 25 17 17 10.5 7-25 105 1 TR24SR 26 2t) 21 21 14 11 13 1 TR24RD 26 DiA. 21 QTA 14 11 13 1 TR2436 26 38 17 30 10,5 25 10,S TR3030 '33 31 %1 21 14 11 13 1 TR36S12 40 40 33 33 14 11 2 1 TA1 TR361RD 40 DI A. rl, A 14 11 22 1 ."\I T122449 '16 K2 21 ' ' 11 i 1 4 I TR4848 52 5?. 42 -:2 24 2p 22 1 ra to a Revel Envir©szmefrtnl Mrtnurtcnrrirzg I~zs. 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