The URL can be used to link to this page

CMD02B Moonlight Beach Urban Runoff Facility(ity'o 1,'Ilcilli i i anuary 10, 2003 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #10 iot;rligl:t 1's�FiC ` ?l «: putinoff Trea Iiient I'ac..ilt'3 Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following changes: 1. Install fiberglass level indicator in wet well. 2. Install new brackets for removable wier (Fiberglass brackets with removable pins). 3. Clean out voids at bottom of enclosure and fill with expansion foam. The change for the addition of the above work will be $3, the ttache(Three Thousand Two Hundred Eighteen Dollars and Fourteen Cents) in accordance wit The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change ig� it. Upon re. ^.cin* the Citv will_ sicm ;�n�l a cony. wit's oriTin.aJ nrrler to the City after ye-11 c r signatures, shall be forwarded to you for your files. Dal E. W erq ist, President G eg elds, P.E. Falcon General Engineering, Inc. Field Operations Contractors License No. 540704A cc: Director of Engineering Services Kathy W,' -ldon ti► recycled C O N GENERAL ENGINEERING, INC (N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 STATE CONT. LIC. #54070 January 15, 2003 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Mr. Greg Shields Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMSO 1 B Subject: Change order 410 Document No. 0203 -A -005 Gentlemen, Enclosed, please find the signed change order #10. A Copy has been sent to Sean Manning @ Richard Brady & Associates. If you have any questions, please feel free to call. Sincerely, Dale E. Wintergiiist President Falcon General Engineering, Inc. c 4f- k 04, Off. ` f"'IlIc n las October 2, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #9 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Provide a serial cable, software, and installation of an external port on the control panel. The change for the addition of the above work will be $3,234.50 (Three Thousand Two Hundred Thirty -Four Dollars and Fifty Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, wit original signatures, shall be forwarded to you for your files. reg elds, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon A CCEPTE Y: D --V- e E. Winte fst, President Falcon Geneo Engineering, Inc. Contractors License No. 540704A r�: y: 'ed pane O/ 1,/ ?C1 n to October 2, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #8 Moonlight Beach -(Jrban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Provide and install conduit between two existing telemetry J- Boxes, pull out existing and install new multi -wire conductors, and assist Rancho Santa Fe Security Company to test out the alarms. The change for the addition of the above work will be $2,062.85 (Two Thousand Sixty -Two Dollars and Eighty -Five Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return t change order to the City after you sign it. Upon receipt, the City will sign and a copy, with ginal sig,at1.ares. shall be foi �� urdezl t ; you ��i ;our file ACCEPTED Dal E. Win Greg Shi ds, P.E. Falcon Gene Field Operations Contractors cc: Director of Engineering Services Kathy Weldon President zeering, Inc. No. 540704A Y city o r . Encinitas October 2, 2002 Falcon General Engineering, Inc- C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #9 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: you are directed to proceed with all labor, Pursuant to Section 3 - CHANGESo c oO p ish the following change: material and equipment necessary Provide a serial cable, software, and installation of an external port on the control panel. The c g han e for the addition of the above work will be $3,2340 (Three re uest sand Two Hundred Thirty -Four Dollars and Fifty Cents) in accordance with the attached The contract time will not change• Your acceptance of this change order by signing below. Please return the change Please signify y p the Ci signatures, sh ty will sign and a copy, with original order to the Catybe forwarded to you for your files. ACCEPTED BY: Greg Shields, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon Dale inW terquist, President Falcon General Engineering, Inc. Contractors License No. 540704A TEL 760-633-'600 ' FAA -6(1- 633 -262- 503 S. Vulcan Avenue. Encinitas. California 92024 -3633 TDD -60 -633 -2700 t �I recycled p � wX0z October 1, 2002 Mr. Kipp Hefner Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility (URTF) Change Order Request, COROI I — Instrumentation and Control Improvements Dear Mr. Hefner: ral to provide ted I have issued a Request for Proposal to Falcon Gene gol panel. As reques , The proposal a serial cable, software, and installation of an external port on he cont also includes additional programming time for the flow recorder and downloading capabilities. Falcon General Engineering Inc. has submitted a proposal to complete the subject work at a cost of $3,234.50 See Attachment). The serial cable, external port, and thori (JPA) this proposal will facilitate the connection of portable are being provided at the request of the San Elcomputers to the URTF's programmable logic controller b City JPA staff. Using a portable computer to connect to the PLC will facilitate (PLC) y Y d more complete downloading of monthly flow datmmin are for the inclusion monthly faster an for software progra g reprogramming if required. The charges avera e and daily average URTF flow reading capabilities and portable computer connection. g We recommend that the City issue a change order to Falcon General Engineering Inc. to incorporate this work into the Moonlight Beach URTF Contract. Should you have any questions, please do not hesitate to contact me. Sincerel ' en F. Manning, P.E. Richard Brady & Associat c: Katherine Weldon Meleah Ashford wail �7 /Il� .2,t' // • ✓ie- Jiie�a, ��otiruc .9•�'1,?.9 .7 /a��/ X96 a�io • � �a��/ X96 0iff t �- G, INC r, G 760/630 -3648 •STATE CONT. LIC. #5407C INEERIN ,- FALCON GENERAL E N . 572 COLLYN STREET VISTA, CA 92083 TEL 760/630 -9570 FAX September 30, 2002 Richard Brady &ri on R ad, Suite 220 4909 Murphy Y San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach rban Runoff Trea t City of Encinitas, Ca Document No. 0203 -A -26 CMSOIB Subject: Cost Proposal CP 009 Instrumentation and control improvements Gentlemen, are hereby submitting our cost proposal to provide and install a exterior serial As requested, we oftware and programming port and all supporting computer s TOTAL COST: $ 3,234.50 If you have any qu?i ons, please feel free to call. Sincerely Dale E. Win t�jf'quist President U Falcon General Engineering, Inc. Page 1 of 1 � r Dale Winterquist From: Joe Gannon < 9 annon415 @yahoo.com> "Dale Winterquist" <dew @falcong even inc.com> To: "Joe At Work" <jgannon @clearcreeksy stems.com> Cc: Thursday, September 26, 2002 9:55 P Sent: Subject: RFQ prices Dale, Here are the prices for the services in Sean's RFQ. Item 1. Serial Cable $105.00 Item 2. Installation of exteri r 25.00 '600.00 Item 3. Computers ming $ 1 100.00 Item 4. Additional program , Please let me know if you have any questions. -Joe Do y Yahoo!? New DSL Internet Access from SBC & Yahoo! ham: / /sbc. ahoo.com 9/27 C=i i o . i i of ploiC) O i i i C i �Ipi'' � I C:) t!1 O O CD N r o r o M o v e Mi , Ml- M� � ill r N N, M Nj M! N ! 613 69 ER 69 EA Efi Ef? E9 Efl EA EA EF? Ef? fA 69 EA 69 Efl Ei? Ei), Efl 1 El? 64 69 6F} W; J ' 0 < ~ O �i Q < Li . , ~ O O - OI 0 0 �a of U Q o o o o! io o, p O IN 0) ■ Q 0 Ni N V U EA � Z N H p oo 6% (f3161% i _ � Z (D r- _ � 0 i � J p O I 1c) o C I p c) O Cl <_iC)i c)i Z Q F- � c): il CM N I N N� cu w W LU ° F- Wcu Z O N +r N: D Z N �- 1.1.1 J w = J o v Q :7D LL' 'i; W U,! z Q IX o Z ( W m F- LU J EH I EH EA Ci V �uj 11LL O cu N cu N N LL Q c.� U. o z °L; o o W o 2 Z 0 a v Q ° �° c Q Z ►- Q .W LU H- a V 0 N o w Q 2 nl�la 0 U 0 m Z N _d _O � NIO— w!U LL W o R w x m O Nlpp CIF— pp Q C�;Q o V W ` "'• Z z Z'ZI w 1010 ! O O LL 2,0 ,� C N a oaa;aa O O O iv Qi�'YIY Y:Y, io R O ° ,a O,�'Q;Q,Q Q J Q O�,�',� Q I— d N S O U 'fl ¢ mlm',o R'J o0 0 N M et ,rt city of 4t Encinitas October 2, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #8 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Provide and install conduit between two existing telemetry J- Boxes, pull out existing and install new multi -wire conductors, and assist Rancho Santa Fe Security Company to test out the alarms. The change for the addition of the above work will be $2,062.85 (Two Thousand Sixty -Two Dollars and Eighty -Five Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Greg Shields, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED BY: Dale E. Winterquist, President Falcon General Engineering, Inc. Contractors License No. 540704A TEL 760- 633 -2600 F,-\X 60- 633 -262- 50; S. Vulcan Avenue. Encinitas. California 92021 -3633 TDD 760- 633-2700 ��, recycled paper .., October 1, 2002 Mr. Kipp Hefner Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, CORO10 — Install conduit, pull conductors for alarms Dear Mr. Hefner: As requested, I have issued a Request for Proposal to Falcon General Engineering Inc. to provide and install conduit between two existing telemetry J- Boxes, pull out existing and install new multi -wire conductors, and assist Rancho Santa Fe Security Monitoring Company to test out the alarms and termination of conductors for "HIGH HIGH Level, LOW LOW Level, and HIGH TURBIDITY alarms. Falcon General Engineering Inc. has submitted a proposal to complete the subject work at a cost of $2,062.85 (See Attachment). We have reviewed this proposal and conclude that the cost and approach is acceptable. The proposal shows 16 hours of labor required to complete the subject work that is beyond the scope of the original contract. Falcon's electrician will require one day to disconnect and pull out existing wiring, install new wiring, and re- connect existing and new alarms. Another day will be required to be on -site to assist in alarm terminations and system checkout procedures. We recommend that the City issue a change order to Falcon General Engineering Inc. to incorporate this work into the Moonlight Beach URTF Contract. Should you have any questions, please do not hesitate to contact me. Sincerely, Sean �F.Manning, P.E. Richard Brady & Associates c: Katherine Weldon Meleah Ashford /.9 / /.Jr ✓'liii�ii�/ �iirr�ae- •�a«l �e� ,f',2G • �ir �•e� , ��i�aaiirr .9,p1,c:� °�� 4.9e5 0500 • ''ar �d�� ii.960.50� CON GENERAL ENGINEERING, INC. N STREET - VISTA, CA 92083 - TEL 760/630 -9570 - FAX 760/630 -3648 - STATE CONT. LIC. #540704 September 30, 2002 Richard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMSOIB Subject: Cost Proposal CP O10 Install conduit, pull conductors for alarms Gentlemen, Document No. 0203 -A -25 As requested, we are hereby submitting our cost proposal to provide and install conduit between two existing telemetry j- boxes, pull out existing and install new conductors, assist with tennination of conductors, test fIH, LL and H Turbidity alarms. TOTAL COST: $ 2,062.85 If you have any questions, please feel free to call. t Sincerely Dale E. 7inter4uist President Falcon General Engineering, Inc. N N E ;ci co J 07I 0 L I 01 Nom. L O. W a ice' w O I c a o - �. z� W — �z °6 F- N' Q X i .,.0 ZO U F- �. V Z � y Q J O W W - W Z 0 � z Z W0 �- W a ..I uj W F- U D W;U)' w o0 Z V Q z w z O LL z CD LL M UT— 1 0 J'a z U CY LL 0 Z z Q E- 0 ea CL a O z w L 0- Q Q j wi a " O Co Z v r U H- U w 2 ' Z V w J LL z _ O }- E U I� W F- i v o 0 N � p , , `- N 69 69 69 69 69 69 64 69 vi Efi 69 6,> 6<3 69 69 69 69 69 69 69 N101tn; �IO - OIOINj opj N O COI N pj j v LO o!MIN N! <fll LQ N �-'NN; N 69!69d9!64i69 69' 69 m a i i � o 1 LO Lr) : O N! LO of Ni O,' N,, N; Ni 6 0 0 CD 0 0 o 0 A N N O M N M M LO N, 69' 69; - 69 C) _. 00 0) co N C) L6! NILO 69 � fAIEA69 o o , a U -0 0 O _ d IC E Q' W w x �-� _� Q z r c z J LL V 0 Q;z 0410, t; O W ,O �,,m;�li -;m LL NQOQ�; : O Li V, Z ZiZ Z . o d oia�a is lay O V ,_ _� O w �C O V N "= 3: Q'�'Y;Y!Y'Y �jmQirXx .J is E O y Q V .�. Q Q -J ol Q a s v w :DjQ!Loju -) °Lolb 0 O U) r' N m a Cil y f� f fJ'rrcrrrrlcr.� September 25, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #7 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Remove and dispose of existing 4 "x 6" redwood weir, and replace it with a 4 "x 10" redwood weir. The change for the addition of the above work will be $730.64 (Seven Hundred Thirty Dollars and Sixty -Four Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, with original signatures, shall be f6rwarded to you for your rises. � Gre 4il .E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED BY: Dale P. Winterqu' t, sident Falcon General 01meering, Inc. Contractors License No. 540704A i recycled paper CIil y IlCilPilCi September 25, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #6 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Provide a chain link gate at both ends of the new Moonlight Beach URTF enclosure, and a 45 degree security barrier to be attached on top of the existing chain link fence around the perimeter of the pump station. The change for the addition of the above work will be $5,848.70 (Five Thousand Eight Hundred Forty -Eight Dollars and Seventy Cents) in accordance with the attached request. The contract time will not change. PiL'asS' o "' Gsl.v CPt ?-1--c lf"ihi h, c- der �� s; c „u lge a: d, . Y .,,g..,r:g t elc .; P12—c- re urn the l:z nge. order to the City after you sign it. Upon receipt, the City will sign and a copy, with o 'ginal signatures, shall be forwarded to you for your files. Greg Sh' 1 s, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED Da1e�E. Winter stApresident Falcon Gene ngineering, Inc. Contractors License No. 540704A recycled paper i. City Of Encinitas September 25, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #7 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Remove and dispose of existing 4 "x 6" redwood weir, and replace it with a 4 "x 10" redwood weir. The change for the addition of the above work will be $730.64 (Seven Hundred Thirty Dollars and Sixty -Four Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Greg Shields, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED BY: Dale E. Winterquist, President Falcon General Engineering, Inc. Contractors License No. 540704A TEL 760- 633 -2600 ; FAX 760- 633 -262 505 S. Vulcan A\'enue. Encinitas. California 92024 -3633 TDD 760 -633 -2700 �� recycled paper j, sep -25 -2002 08:08 From- / W J i September 16, 2002 Mr. Kipp Hefner C/O Meleah Ashford Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 T -068 P- 006/006 F -161 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, COR009 — Removing Existing Weir /Installing New Weir Dear Mr. Hefner: As requested, I have issued a Request for Proposal to Falcon General Engineering Inc. to remove and dispose of the existing 4" x 6" redwood weir and replace it with a new 4" x 10" redwood weir. ' Falcon General Engineering Inc. has submitted a proposal to complete the subject work at a cost of $730.64 (See Attachment). We have reviewed this proposal and conclude that the cost and approach is acceptable. We recommend that the City issue a change order to Falcon General Engineering Inc. to incorporate this work into the Moonlight Beach URTF Contract. Should you have any questions, please do not hesitate to contact me. Sincerely Sean F. Manning, P.E. Richard Brady & Associates c: Katherine Weldon Meleah Ashford s�fAOD..r�'afay �'.kV...2aoe'5a4" . A6 -0174 %p4.& JW errsl ortoaw •'X KJ.V1 ~0' W Sep -25 -2002 08:06 From- T -068 P- 007/000 F -161 F_i4LCON GENERAL E N G I N E E R I 572 COLLYN STREET • VISTA, CA 92063 •TEL 760/630.9570 • FAx 760/630 -36d8 • STArE CG 1 t4 C • Nr. LIC. #Sd070d September 10, 2002 Richard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMS01B Subject: Cost Proposal Cp 008 Remove existing 4" x 6" weir Provide and install new 4" x 10" weir Gentlemen, Document No. 0203 -A -24 As requested, we are hereby submitting our cost proposal to remove and dispose of the existing 4" x 6" redwood weir and replace it with a new 4" x 10" redwood weir. TOTAL COST: S 730.64 If you have any gtystions, please feel free to call. Sincerely President Falcon General Engineering, Inc. 5ep;E5 -2002 BB:OB From - C' �fl5 � �l�l �� { iy�� La !7, ��c�� I n I 4:11 T -068 P.009/008 F -iBI Ir IL + r � a W e a n g• CA iN zl o„ IT ��CO•0 C7 !Z 3 ,a I . G7 � .z � Z C. i rn $ 114 1 Sol M I 9 K Q rZ 1 •• C7 CL � ds M q T -068 P.009/008 F -iBI Ir IL + r � a W e a n g• CA iN zl o„ IT ��CO•0 C7 !Z 3 ,a I . G7 � .z � Z C. i rn $ 114 1 Sol M I 9 K Q rZ 1 •• C7 CL City of Encinitas September 25, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #6 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Provide a chain link gate at both ends of the new Moonlight Beach URTF enclosure, and a 45 degree security barrier to be attached on top of the existing chain link fence around the perimeter of the pump station. The change for the addition of the above work will be $5,848.70 (Five Thousand Eight Hundred Forty -Eight Dollars and Seventy Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Greg Shields, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED BY: Dale E. Winterquist, President Falcon General Engineering, Inc. Contractors License No. 540704A TEL 760 -633 -2600 i FAX 760 - 633 -2627 S05 S. Vulcan Avenue, Encinitas. California 92024 -3633 TDD 760- 633 -2700 oz recycled paper 0 ono ti MAoo SOS eve• x.3633 Nc 1.06% V c osyse �zea� �Grt ?.Uug.'" to v¢e' e • sep?15 -1002 08:08 From- T -068 P.002/000 F -181 A D CJr'aaW1 U, 4rd4 000rtw August 3, 2002 Mr. Kipp Hefner C/O Meleah Ashford Project Manager City of Encinitas 505 South 'Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, COR008 — Treatment Enclosure Chain Link Gates and Security Fence Dear Mr. Hefner: As requested, I have issued a Request for proposal to Falcon General Engineering Inc. to provide a chain link gate on both ends of the new Moonlight Beach URTF enclosure and a 45- degree security barrier to be attached on top of the existing chain link perimeter fence at the Moonlight Beach Sewer Pump Station site. Falcon General Engineering Inc. has submitted a proposal to complete the subject work at a cost of $5,848.70 (See Attachment 1). We have reviewed this proposal and conclude that the cost and approach is acceptable. We recommend that the City issue a change order to Falcon General Engineering Inc. to incorporate this work into the Moonlight Beach U'RTF Contract. Should you have any questions, please do not hesitate to contact me Sincerely e Sean F. Manning, P.E. Richard Brady & Associates c: Katherine Weldon Meleah Ashford ,� /�.xr/ Masao • ,� /�.�r� � o.�as 002 06:00 From- T -066 P- 003/006 F -181 "dor- t F-r t'(r11 % - Qp FALCON GENERAL ENGINEERING INC- 572 COLLYN STREET - VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. *540704 July 11, 2002 Richard Brady 8t Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMS01B Subject: Cost Proposal CP 007 Gates @ enclosure 3' wire mesh @ 45 deg angle Gentlemen, Document No. 0203 -A -23 As requested, we are hereby submitting our cost proposal to provide gates at both ends of the enclosure, and a 3' - 45- degree angle extension onto the existing chain link fence. Please note the 'West end of the enclosure will be have a 3' -0" full height personnel gate. The East end will have a 3' -0" full height gate inside a T -5" wide gaffe. (entire end will open to allow for service) Both gates will have dead bolt hasps to allow the installation of a padlock. 45- degree angle supports will be installed onto each existing fence post. Black PVC coated 1" weave wire mesh stretched along the entire length providing difficulty in climbing. TOTAY. COST: S 5,848.70 If you have any questiob, please feel free to call. Sincerely Dale E.'WinterAst President Falcon General Engineering, Inc. Sep -25 -2002 08:09 From- T -066 P.004/008 F -181 Q r 2 q SOPIS -2002 08:09 From- • o rR aR co II� ci cja al I r I; u , I , �lilri I I it O v N it Now IBM o �P" T -068 P.005 /008 F -181 mc _ -71 I. Sp y c I =* �I Iii a� zl Z c ;m �� r °i p y �!rn O ---iii • — ....... � . 'V► �bf M a m v N it Now IBM o �P" T -068 P.005 /008 F -181 mc _ -71 I. Sp y c I =* �I Iii a� zl Z c ;m �� r °i p y �!rn O ---iii • — ....... � . ca m � Fir I h plil r 'yr City , (?/ Encinilas July 29, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 RC: C H A Ti kE CitRDER +rS Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Relocate existing electrical conduit and hose bib that are in conflict with relocated foundation pad for the UV Treatment Facility (Foundation pad was relocated at the request of San Elijo Joint Powers Authority). The change for the addition of the above work will be $1,399.71 (One Thousand Three Hundred Ninety -Nine Dollars and Seventy -One Cents) in accordance with the attached request. The contract time will not change. Please signify + your acceptance of this change order by signing below. Please return the change c7i'0C'I i:ci Fl e, C'fy afl'.:C you `''t i2 li. 7.'po'"1 iGi•.;eui, fl �'� ^;, "'� ' - _c, �.•iiy `v' ✓'iii u,r_,ii uuu a copy', with original signatures, shall be forwarded to you for your files. / r1_ - �_ 2- - -11 �' Greg Sh�1 s, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED BY Dale E. Winterqui , President Falcon General gineering, Inc. Contractors License No. 540704A r City Encinitas July 24,.2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #4 Moonlight Beach Urban Runoff Treatment Facility Project CMD0213 Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Provide NEMA 4X enclosures for all electrical panels housed within the Treatment Facility. The electrical panels to have the new NEMA 4X enclosures includes the electrical panels for the following electrical equipment as shown on Contract Drawing M -2: ❑ Starter. Pump No. 2 ❑ Pump Control Panel ❑ Starter, Pump No. 1 ❑ Power Supplv Panel The change for the addition of the above work will be S 1,322.50 (One Thousand Three Hundred Twenty -Two Dollars and Fifty Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by siguir.g ueiow. Pivase ream fife order to the City after you sign it. Upon receipt, the City will sign and a copy, with origi signatures, shall be forwarded to you for your files. ireg Melds, P.E. Field Operations Cc: Director of Engineering Services Kathy Weldon ACCEPTED BY: Dale Winters I res. ent Falcon General meeri g, Inc. Contractors Li ense No. 540704A riled paper � I i July 18, 2002 Mr. Kipp Hefner Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility (URTF) Change Order 005 — NEMA 4X Enclosure Dear Mr. Hefner: Richard Brady & Associates issued Request for Quote (RFQ) 004 for the subject work on June 17, 2002 (Attachment 1). We have reviewed the subsequent quote from Falcon General Engineering Inc. for the changes described in RFQ 004. In summary, the changes described will result in an added cost of $1,322.50 (Attachment 2). The NEMA4X enclosure will be used to house the Treatment Facility Programmable Logic Controller, Pump Starter No. 1, Pump Starter No. 2, and the Motor Control Center. Falcon has proposed to provide one (1) large NEMA 4X enclosures to house the equipment. The contract drawings show three (3) smaller NEMA 12 enclosures. NEMA 12 enclosures are drip proof only and will not adequately protect the electrical control equipment in the coastal marine environment of the Moonlight Beach URTF. The service life of the Treatment Plant control equipment will be increased because the NEMA 4X panel is not only drip proof but also corrosion resistant. We recommend that the City issue a Change Order to the Contract between the City of Encinitas and Falcon General Engineering Inc. for providing a NEMA 4X enclosure. Should you have any questions, please do not hesitate to contact me. Very truly yours, 9— Sean F. Manning, P.E. Richard Brady & Associates c: Katherine Weldon Meleah Ashford �� ,i � �2ir�ora . ��ia2y . fry ,�',�' // • . `rr, �� ir��tirirr A, ?1,e � ----------------------- - m O - - - - - - - - - p o o, cn'c,,.>Ic - - - - - - - - - - - �� D cn D D D y'� 0 r ��X,mw —� ' 7� C' ,D 0 0 r m V), O;O O'O Z Z Z'ZZ,, i+ ^ O W �;W N c� m O �, :�',�,v, (D o v M Z!2 0 '' —'� 0 0 0;X zDM, 0 z — �; ZI O Z G) ° N p W su m D, Z A C_0 Z r' ' 0 ° n O -� 0 v CD Z o ;Mi cn r I Z'I D � D o. � c Om o Z Q z;Z C z CD I ^' N! cn N ° - 05 r i tD = Z 0 cirl 0 ,o cn ° r y n V Z y CD 69 C Z � .� z i ■ Z ;o m � D I O m � l 0 V1 N� � I cn O j I CJ,I Op CJi p N I ' June 17, 2002 Mr. Dale E. Winterquist Falcon General Engineering Inc. 572 Collyn Street Vista, California 92083 Subject: Moonlight Beach Urban Runoff Treatment Facility Request for Quote 004 — Provide NEMA 4X Panel Enclosures Dear Mr. Winterquist, Please provide an itemized quote for providing NEMA 4X enclosures for all electrical panels housed within the Treatment Facility enclosure. The electrical equipment to be provided with panels, shown on Contract Drawing M -2, are as follows: • Starter, Pump No. 2 • Pump Control Panel • Starter, Pump No. 1 • Power Supply Panel Please contact me if you have any questions. Sincerely, -'�4 Sean F. Manning Project Manager Cc: Kipp Hefner Rick Brady 4Jr //,9 Aea�aiae�rr��a� .9 rie�rg2�r�i�c2 X2723 �e� �56� 4.9� OS"00 • � �6.5"6� /x,96 O.�O.� July 11, 2002 ATrAco-r N ,Z CON GENERAL ENGINEERING, INC. ,V STREET VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 Richard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 T4r. Sean F 11 if R - -nninb Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMSO 1 B Subject: Cost Proposal CP 006 Provide Nema 4X enclosure Gentlemen, Document No. 0203 -A -22 As requested, we are hereby submitting our cost proposal to provide Nema 4X enclosure If you have any q Sincerely TOTAL COST: $ 1,322.50 please feel free to call. Dale E. Winterg6isV President Falcon General Engineering, Inc. .July 08, 2002 lty o En c ll l to Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER 0 Moonlight Beach Urban Runoff Treatment Facility Project 0MD0213 Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Modify the Pump Station Intake Screen to include five (5) FRP Stop Gates for the Pump Station Intake Screens per the detail attached to this change order. The change for the addition of the above work will be $1,472.08 (One Thousand Four Hundred Seventy -Two Dollars and Eight Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt. the City will sign and a copy, with original signatures, shall be forwarded to you for your files. I 0.0i - 6 A reg Afelds, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon DA E. Wint q st, President Falcon Ge ral Engineering, Inc. Contractors License No. 540704A F _- reclydeG Daoer City o f Encinitas July 08, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #2 lilooalight Beach Ui hail R-anolff Treatment. Auaacl.flty Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Delete the potable water backwash supply connection to the existing 12 -inch water main on 3rd Street as shown on Sheet C -1 of the contract plans. Provide, instead, a new 2 -inch potable water connection downstream of the existing water meter. The deduct change for the deletion/addition of the above work will be a $6,406.60 (Six Thousand Four Hundred and Six Dollars and Sixty Cents) credit in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Greg ields, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED DalcAE. Wmterq *tIrresident Falcon General ngineering, Inc. Contractors License No. 540704A ccvledpaner 4W i C.1 City Of Encinitas July 08, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER 9,3 Moonlight Beach Urban Runoff Treatment Facility Project CN D02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Modify the Pump Station Intake Screen to include five (5) FRP Stop Gates for the Pump Station Intake Screens per the detail attached to this change order. The change for the addition of the above work will be $1,472.08 (One Thousand Four Hundred Seventy -Two Dollars and Eight Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Greg Shields, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTE10 BY: Dal6 E. Wint ghfst, President Falcon Ge n6ral Engineering, Inc. Contractors License No. 540704A TEL 760 -633 -2600 E %X 7(,0 -h;i -2627 ;iii 5 �'��lcan A arnue. Encinit:is. C.ulifoinia 920 31;33 TDD'�,0- (33 -?'1�0 � �� recycled paper Richa'rd Brady A&&ociates Civil Engineers and Construction Managers City of Encinitas Moonlight Beach Urban Runoff Treatment Facility Weekly Progress Meeting MINUTES NOTES BY: S. Manning DATE ISSUED: July 16, 2002 MTG. DATE /TIME: July 15, 2002 / 11:00 am - 12:30 LOCATION: Moonlight Beach Sewer Pump Station SUBJECT: Construction of the Moonlight Beach Urban Runoff Treatment Facility ATTENDEES: Kipp Hefner City of Encinitas Roger Marken Falcon General Engineering Inc. Sean Manning Richard Brady & Associates The purpose of this meeting was to discuss the progress of the Moonlight Beach Urban Runoff Treatment Facility. The following issues were discussed. 1. Progress of the work Falcon has completed the following work: • Installed remaining 4 -inch piping across 3 "d Street • Discharge piping installed at the Cottonwood Creak Culvert • Excavation for the new pump station wetwell has started 2. Solution to Issues None discussed. 3. Pending Change Orders NEMA 4X Panel Enclosures - Falcon has submitted a proposal for providing one NEMA 4X panel. Sean Manning will contact Joe Gannon to confirm that only one (1) panel is required. The contract drawings show that 3 separate panels are used. Enclosure Floor Drain & Electrical Conduit — These scope changes were issued as field orders. A formal C.O. will be processed to formally document these items. 4909 Murphy Canyon Road, Suite 220 • San Diego, California 92 1 CITY OF ENCINITAS - MEETING MINUTES Page 2 of 3 4. Future Areas of Concern City of Encinitas Public Works staff noticed excavation spoils around the existing pine trees located on the east side of 3rd Street. Roger will remove spoils and rake out the area as required. Dewatering facilities needs to be reviewed by Sean Manning. Roger commented that the dewatering discharge pipe has been installed. Sean will inspect the piping and facilities at the discharge point. Sean commented that sand bags need to be placed around the pipe discharge end to ensure that the soil and vegetation is not scoured during the dewatering operation. Roger will set up a meeting with the City to discuss revising the Traffic Control plan during upcoming paving work. The new wetwell pumps are scheduled for delivery at the end of next week. The electrical tie - ins will be completed after all treatment facility equipment has arrived. A biker has filed a claim against the City for injuries resulting from a bike accident. The biker is claiming that conditions in 3`a Street caused him to crash. Roger reported that Falcon has a witness that saw the biker drop a water bottle, stop and pick up the bottle, attempt to start peddling again, slipped on the pedal and fell. Sean told Roger he should note the witness observations and make sure that the witness information is contained in his daily report. Sean asked Roger to forward copies of all daily reports to his attention. 5. OWNER/ENGINEER — caused delay Falcon reported no OWNER/ENGINEERS caused delays. 6. Previous Issues None discussed. 7. Future schedule • July 15 -16 Excavate wetwell • July 17 Set wetwell • July 18 Backfill wetwell • July 19 Clean -up site • July 30 Paving 4909 Murp y anyon Xoad, Suite 220 9 San Diego, California 1 Tel (858) 496 -0500 . Fax (858) 496 -0505 CITY OF ENCINITAS - MEETING MINUTES Page 3 of 3 Other Issues None Discussed NEXT MEETING: July 21, 2002 11:00, Construction Site cc: Rick Brady, Richard Brady & Associates Murphy Canyon xoacl, uite an Diego, Ca 1 ornia Tel (858) 496 -0500 • Fax (858) 496 -0505 W YM Project J"'06Y1. I f 6eqd-X Job No. Contractor coo f DAILY RECORD OF WORK PROGRESS DATE i-L,4 10 d Z DAY S M T TH F S Weather Temp. Wind Humidity Uriie Clear Sun vercast Rain Snow To 32 32 -50 50 -70 -85 85 up Stil Moder. High Report No. Dry ode Humid 01 DISTRIBUTION 1. Field Office 2. Inspector rG�� Inspector d1-o.� CM 403 (Revised 2/26/46) Awl N Project MEN- • • No. Contractor ... _ . INSPECTOR'S DAILY RECORD OF WORK PROGRESS DATE DAY I S T W TH F S CONTR TOR'vWORK FORCE (Indicate classifications, inc EQUIPMENT IN USE OR IDLED (Identify which) MATERIALS OR EQUIPMENT DELIVERED ng Subcontractor personnel) NON - CONFORMING MATERIALS OR WORK (Describe reason for non- conforman FIELD PROBLEMS (which could result in delay or cla QUANTITIES OF PAY ITEMS PLACED SUMMARY OF CONSTRUCTION ACTIVITIES FOLLOWUP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES DISTRIBUTION 1. Field Office 2. Inspector CM 403 (Revised 2/26/96) N/A Fli I Inspector erne Clear Weather S�„ Snow Temp. To 32 32 -50 85 up !ig PReport Wind Sti Moder. o. Humidity D ry Oder• ng Subcontractor personnel) NON - CONFORMING MATERIALS OR WORK (Describe reason for non- conforman FIELD PROBLEMS (which could result in delay or cla QUANTITIES OF PAY ITEMS PLACED SUMMARY OF CONSTRUCTION ACTIVITIES FOLLOWUP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES DISTRIBUTION 1. Field Office 2. Inspector CM 403 (Revised 2/26/96) N/A Fli I Inspector INSPECTOR'S DAILY RECORD OF WORK PROGRESS DATE 2 Z DAY S M 1611 W TH F S Oun I Overcast Rain Snow Project �� Ii1, � L Q.tT �P�f%. Weather s,,,, Job No. Temp. To 32 50 -70 70 -85 85 up Contractor Wind Still High Report No. Humidity Dry Humid CONTRACTOR'S WORK FORCE (Indicate classifications, including Subcontractor personnel; EQUIPMENT IN USE OR IDLED (Identify which)— l d x_,e cLl r i MATERIALS OR EQUIPMENT DELIVERED NON - CONFORMING MATERIALS OR WORK (Describe reason for non -con FIELD PROBLEMS (which could result in delay or claim QUANTITIES OF PAY ITEMS PLACED SUMMARY OF CONSTRUCTION ACTIVITIES— F2 FOLLOWUP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES DISTRIBUTION 1. Field Office 2. Inspector CM 403 (Revised 2/26/96) I Inspector �� INSPECTOR'S DAILY RECORD ? OF WORK PROGRESS DATE Z Z DAY S M T W TH F S Project Job No. Contractor W eather Overcast Rain Snow Temp. RDry(F -50 50 -70 0 -85 85 up Wind de , High Report No. Humidity de Humid 1�11Jviivry I. hetdOffice 2. Inspector Inspector CM 403 (Revised 2/26/96) INSPECTOR'S DAILY RECORD OF WORK PROGRESS DATE zU2 DAY S M T W H F S Orite Clear Project +�ubefr ,� . { �RT� Weather Sun lob No. Temp. To 32 32 -SO /� Wind Still Moder. Contractor 7�rcd��.a ��... �,, �� ,. � Humidity Dry Mods CONTRACTOR'S WORK FORCE (Indicate classifications, including Subcontractor personnel) EQUIPMENT IN USE OR IDLED (Identify which) .' ( )Qt r %^w A- - - MATERIALS OR EQUIPMENT DELIVERED NON - CONFORMING MATERIALS OR WORK (Describe reason for n FIELD PROBLEMS (which could result in delay or cla QUANTITIES OF PAY ITEMS PLACED SUMMARY OF CONSTRUCTION ACTIVITIES FOLLOWUP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES DISTRIBUTION 1. Field Office 2. Inspector CM 403 (Revised 2/26/96) Inspector __J Rain I Snow .)u-iu I 70 -85 185 up High Report No. Humid INSPECTOR'S DAILY RECORD OF WORK PROGRESS DATE 2aaL DAY S I M J T W H F S Project — / () -T": Weather Job No. e%w, r r74e pp Temp. `�hzc4 "-� .� 7— Contractor Wind 1� .,"&NOiyG 4w- Humidity CONTRACTOR'S WORK FORCE (Indicate classifications, including Subcontrac EQUIPMENT IN USE OR IDLED (Identify which) MATERIALS OR EQUIPMENT DELIVERED NON - CONFORMING MATERIALS OR WORK (Describe reason for FIELD PROBLEMS (which could result in delay or claim) – QUANTITIES OF PAY ITEMS PLACED SUMMARY OF CONSTRUCTION ACTIVITIES FOLLOWUP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES DISTRIBUTION 1. Field Office 2. Inspector CM 403 (Revised 2/26/96) N Clear Overcast Rain Snow 32 -50 50 -70 70 -85 85 up oder. High Report No. Humid for personnel) Inspector I /�y INSPECTOR'S DAILY RECORD OF WORK PROGRESS DATE DAY I S lfM q T W TH F S Project _ o9u�t,6rNr� � �.r (9Q� Weather 0f11e Clear Sun Overcast Rain Snow Job No, 1 Temp. To 32 32 -S0 0 -70 70 -8S 8S up Contractor � -�`,., (aC.��r�pkL,,1C� Wind �� Still Mode . High Report No. Humidity Dry Mod r Humid CONTRACTOR'S WORK FORCE (Indicate classifications, Including Subcontractor personneU EQUIPMENT IN USE OR IDLED (Identify which) MATERIALS OR EQUIPMENT DELIVERED NON - CONFORMING MATERIALS OR WORK (Describe reason for FIELD PROBLEMS (which could result in delay or cla QUANTITIES OF PAY ITEMS PLACED SUMMARY OF CONSTRUCTION ACTIVITIES FOLLOWUP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES DISTRI80TION 1. Field Office 2. Inspector Y Inspector CM 403 (Revised 2/26/96) INSPECTOR'S DAILY RECORD OF WORK PROGRESS DATE 114 &200z DAY S M T W TH F S Project Qaw,ccto�w,- b Weather Overcast Rain Snow u Job No. �+ n4�. Q7 / Temp. R3232-50 0 -70 70 -85 85 up Contractor -s� s Gam-- � � S1 sr Wind � High Report No. —"`– Humidity Humid CONTRACTOR'S WORK FORCE (Indicate classifications, including Subcontractor personnel) EQUIPMENT IN USE OR IDLED (Identify which) MATERIALS OR EQUIPMENT DELIVERED_ LIr t NON - CONFORMING MATERIALS OR WORK (Describe reason for non - conformance) .)A- FIELD PROBLEMS (which could result in delay or clai QUANTITIES OF PAY ITEMS PLACED SUMMARY OF CONSTRUCTION ACTIVITIES A FOLLOWUP INSPECTIONS OF PREVIOUSLY REPORTED DEFICIENCIES DISTRIBUTION 1. Field Office 2. Inspector Inspector CM 403 (Revised 2/26/96) TW_ Richard Rra�1y &,- A&s-aciates Civil Engineers and Construction Managers City of Encinitas Moonlight Beach Urban Runoff Treatment Facility Weekly Progress Meeting MINUTES NOTES BY: S. Manning DATE ISSUED: July 11, 2002 MTG. DATE /TIME: July 8, 2002 / 11:00 am - 12:30 LOCATION: Moonlight Beach Sewer Pump Station SUBJECT: Construction of the Moonlight Beach Urban Runoff Treatment Facility ATTENDEES: Roger Marken Falcon General Engineering Inc. Joe Gannon Clear Creek Systems Inc. Sean Manning Richard Brady & Associates The purpose of this meeting was to discuss the progress of the Moonlight Beach Urban Runoff Treatment Facility. The following issues were discussed. 1. Progress of the work Falcon has completed the following work: • Enclosure pad • 4 -inch supply and discharge piping • Electrical conduit • Supply inlet header • 2 -inch water meter (by San Dieguito WD) 2. Solution to Issues Backfill Compaction — RBA inspected the wetwell inlet pipe manifold installed on the North side of the Cotton Creak Channel prior to concrete encasement. Falcon reported that the backfill material used on top of the encasement was clean and was roller compacted. Enclosure Paint — Falcon requested that the City provide a sample of the color "Sea Foam Green" so that the paint can be ordered for the enclosure. Sean Manning will ask the City if they have a sample that can be provided to Falcon. 4909 Murphy Canyon Road, Suite an Diego, a i ornia CITY OF ENCINITAS - MEETING MINUTES Page 2 of 3 3. Pending Change Orders Inlet Stop Gates — RBA has approved the proposal for the work and has issued a Change Order Request (COR) to the City for the inlet stop gates. The City will review the COR and issue a Change Order to the Falcon upon acceptance. NEMA 4X Panel Enclosures - RBA has issued a Request for Proposal (RFP) to Falcon to provide NEMA 4X panel enclosures in instead of NEMA 12 as specified. Falcon asked for conformation from RBA that NEMA 4X not NEMA 4 panels were requested. RBA reported that NEMA 4X (Corrosion Resistant Type) panels are requested in the RFP. Falcon will prepare a quote for the enclosures as requested. 4. Future Areas of Concern Traffic Control Plan - RBA noted that Falcon has complied with the approved traffic control plan for lane closures within 3rd Ave. However, during the site visit Sean Manning observed a West bound vehicle on B Street making a left turn (South) onto 3rd Street go into the North bound lane. Sean noted that the "Keep Right" sign posted on 3rd Street is hard to see from B Street and that Falcon may wish install flags on top of the "Keep Right" sign to increase its visibility. 5. OWNER/ENGINEER — caused delay Falcon reported no OWNER/ENGINEERS caused delays. 6. Previous Issues Excavation Haul Off — Falcon has found a location to take excess excavation material. Inlet Manifold Excavation — The work is complete and no problems were encountered from leaving the excavation open. 7. Future schedule • July 8 -9 Pipe and Electrical conduit installed across 3`d Street • July 10 -12 Excavate and install new pump station wet well. Complete the installation of the Treatment Facility discharge pipe at the Southeast portion of the Cottonwood Creak Channel 49U9 Murphy Canyon Road, Suite an Diego, a i ornia Tel (858) 496 -0500 • Fax (858) 496 -0505 CITY OF ENCINITAS - MEETING MINUTES Page 3 of 3 Other Issues None Discussed NEXT MEETING: July 15, 2002 11:00, Construction Site cc: Rick Brady, Richard Brady & Associates Kipp Hefner, City of Encinitas canyon Road, Suite an sego, a i ornia Tel (858) 496 -0500 • Fax (858) 496 -0505 Jul 25 02 02:18p Richard Brady (858)496 -0505 p,2 �CrJld1,f� Ur 9�9lPPd4 !kill` LnOid4d'�'6C�4J1- ��fzl6r'd�llldG'� July 25, 2002 Mr. Kipp Hefner Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, COR006 — Electrical Conduit Relocation Dear Mr. Hefner: Richard Brady & Associates issued Field Order I (See Attachment 1) for the subject work on June 26, 2002. The existing electrical conduit and potable water hose bib were in conflict with the foundation pad at the new treatment facility enclosure location. Field Order No. 2 directed the contractor to relocate the existing electrical conduit and potable water hose. The total cost for the relocation work is $1,399.71 (See Attachment 2). Also included it the cost to bring a' /4" rock concrete pump for the concrete placement. Therefore, we recommend that the City issue a Change Order to the Contract between the City of Encinitas and Falcon General Engineering Inc. for $1,399.71 for the relocation of the existing electrical conduit and potable water hose bib. Should you have any questions, please do not hesitate to contact me. Very truly yours, Sean F. Manning, P.E. Richard Brady & Associates c: Katherine Weldon Meleah Ashford 9✓�GD,.i /n�+b/iJr W "g., . aq . r/ zpr/i • �mr ='�7 %'�� X95 G�GG •°ar �SaJ� 9JG /� / /.� Jul 25 02 02:18p Richard Brady (858)496 -0505 p.3 _ �4i-r�cNMF.NT 1 _i Can •' j' �Cd!_'r f� y d.�� `r°tircid FIELD ORDER Order No. Project Title "17 r-- N Project No. &x . Cant Contract No. Contract Date Contractor�_� -� .�-•S.wF�,2tr.�6 �NG. iivs iorm snarl be used only for the issuance of emergency instructions to the Contractor where the time required for preparation and execution of a formal Change Order would result in delay or stoppage of the work, or would allow a hazardous condition to exist. A duly authorized Change Order shall replace this Field Order as soon as possible and shall bear appropriate reference to this Field Order. OISTRIOu I ION Contractor Proi. Mgr, 3. Field Office Files Owncr I (Revised 2/26/96) �0 2 (-J D2 , Date Resident Project Representative Date Contractor's Authorized Representative Jul 25 02 02:18p Richard Brady (858)496 -0505 p.4 eeotol 572 C OLLYN ST., VISTA, CA, 92083 STATE CUNT. LIC. # 540704 (760) 630 -9570 FAX (760) 630 -3648 TRANSMITTAL„ TO: Sean Manning COMPANY: Richard Brady & Associates RECEIVED FAX: 858/ 496 -0505 TEU 858/ 496 -0500 Am 2 5 FROM: ]dale E. Winterquist RICHARD BRADY A ASSOCIATES DATE: 6124102 TOTAL PAGES INCLUDING THIS COVER PACE: 3 Sean, Attached, please find our cost proposal to relocate the existing electrical conduit and hose bib. I'll mail the original. Thank -you Please feel free /to call me with any questions or comments. Dale E. Wijterquist .President Falcon General Engineering, Inc. flIGHA ) ,,HAVY . ntiRt ?C111'rE Jul 25 02 02:18p June 24, 2002 Richard Bradtj [858]496 -0505 Arftmm*4rZ p.5 :ON GENERAL ENGIN EERIMC, INN VISTA, CA 92083 . TEL 7601630 -9570 - FAX 760/630 -3648 • STATE CONT. LIC.8540704 Richard Brady & Associates 4909 Murphy Canyon Road, finite 220 San Diego, Ca. 92123 Attention: Mr, Sean F. Mantling Reference. Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMSOI B Subject: Cost Proposal CP 004 Relocate existing electrical and hose bib Gentlemen, Document No. 0203 -A -019 We are here -by submitting our cost proposal to relocate the existing electrical conduit and Potable water hose bib which are in conflict with the foundation pad @ the new location of the treatment facility enclosure. Also included is. the cost to bring al/," rock concrete pump which now will be required for the concrete placement. If you have any I Sincercly TOTAL COST: $ 1399.71 Please feel lice to call, Dale l;, wintertot President. Falcon General Engineering, Inc. Jul 25 02 02:19p I INI I J � I �I 10 ►� mom c�l�ll.l. alai I eel I Ui LLj ZI I �lol 1 s W .d� fz �3 Uj l f < U1 ICI oil 121 5 LI•-�°C Iii ml I �I �I Iwl IMIZ do I f= z II LL I lal° v Richard Bradzj (858)496 -0505 p,6 �1 L' VvYr vV V �IIIII I lu illllli;� 1° Il��la�l N wluslw a e►lerl wl O I�ll�l Iy. M1 III I I I �olgl i. I V1 I I I�i�l I IV. I I 41jlI�I�� II 1►I{ plll III w� III III s Ij I as I � Iwlw I I NI O ��Iillll� Ii�I�II� �IIIII I lu illllli;� 1° Il��la�l Jul 25 02 02:19p Richard Brady (858)496 -0505 p.7 U/�191 %3''wdJ 010111! �n0 /yl�il.C�dOr'l v�+ol�Gb'9 July 25, 2002 Mr. Kipp Hefner Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, COR007 — Treatment Enclosure Floor Drain Dear Mr. Hefner: Richard Brady & Associates issued Field Order No. 2 for the subject work on June 26, 2002. Field Order No. 2 for the deletion of the floor drain and 2 -inch PVC drain line, and the realignment of the 1 -inch drain to connect with the 4 -inch PVC drain would incur no additional cost (See Attachment). Therefore, we recommend that the City issue a Change Order to the Contract between the City of Encinitas and Falcon General Engineering Inc. for the deletion of the floor drain and the treatment facility enclosures' 2- inch PVC drain line. The change order also includes the realignment of the 1 -inch drain that connects to the 4 -inch PVC enclosure drain. Should you have any questions, please do not hesitate to contact me. Very truly y urs, 2- ;_ Sean F. Manning, P. E. Richard Brady & Associates c: Katherine Weldon Meleah Ashford '6-1 -w r,/ .JNr . ?,20 • ,9,1;, 5lr , ,7,,/ 4k0 4p,- BOO • . -;i;� (1',PxP,1 X96 Go/%i Jul 25 02 02:19p Richard Brad '&186*' �d- and &Aiva6w Project Title Project No. w„u au rvo. Contractor (858)496 -0505 p.8 FIELD ORDER Order No. 2 Contract Date I nis corm shall be used only for the issuance of emergency instructions to the Contractor where the time required for preparation and execution of a formal Change Order would result in delay or stoppage of the work, or would allow a hazardous condition to exist. A duly authorized Change Order shall replace this Field Order as soon as Possible and shall bear appropriate reference (o this Field Order. DISTRIBU I ION L Contractor 2. Proi. Mgr. 3. Field Office 4. Files S. Owner CM 1 101 (Revised 2/26/96) r r Da t Resident Project Represent ive Date Contractor's Authorized Representative Jul 25 02 02:19p Richard Brady -PVC VC (858)496 -0505 p.9 PROCESS AREA ENCLOSURE - SE( SCALE; 3/4" ; V -0" POWER JE CLEARANCE REQ'D FOR CONTROL PANEL ACCESS (MIN OF 4 FEET BOTH DIRECTIONS) MP CONTROL STARTER PUM(� ;NEL NO. 1 , - I ---- _-� �--- -�: ---- --: i ---- _--- 4 -RWS -PVC ULTI VIOL CHAM CON GENERAL ENGINEERING, INC_. - — - - - - -- - - -— V STREET VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 016-01 For SECTION 11010 PUMPS GENERAL MOONLIGHT BEACH URBAN RUNOFF TREATMENT FACILITY CONTRACT # CMS01B CITY OF ENCINITAS, CA It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contr ct # CMS015, is in compliance with the contract drawing & specifications, and can be installed in the allocat spaces, and is submitted for approval. r Certified Electrical Data MODEL: S3HRC -Recessed Impeller Sewage Pump Section VORTEX Page 301 Dated JANUARY 2000 5upert5des SEPTEMBER 1993 R_P.M. 3450 MOTOR TYPE ENCLOSED, OIL COOLE=D INDUCTION MOTOR DESIGN NEMA TYPE B (30) L (1o) GENERAL INSULATION CLASS F F STATOR WINDING CLASS MAXIMUM STATOR TEMPERATURE 311 °F MOTOR PROTECTION 131- METALLIC, TEMPERATURE= SENSITIVE DISC, SIZED TO OPEN AT 120 °C AND AUTOMATICALLY RESET ® 30 -35 °C DIFFERENTIAL, ONE IN SINGLE PHASE, TWO IN THREE PHASE ELECTRICAL RATINGS HEAT 24VDC 115VAC 230VAC 14.6 SENSOR 5AMPS 5AMPS 5AMPS SEAL FAIL 300VAC 5mA .91 VOLTAGE TOLERANCE ±10% 2 1 K 1.2 1.6 16.8 81.0 230 122.7 14.6 70.5 .42 .93 .91 .88 .84 2.7 16.2 2.9 .58 .56 .51 200 8.2 9.2 53.0 230 7.3 8.0 46.2 2 3 N 1 2 2.3 18.4 2.8 .68 .66 .62 .52 .83 .80 .75 .66 46b 3.6 4.0 23.0 575 2.8 3.2 18.5 3 200 1 F 1.2 20.6 25.8 81.0 3.8 16.2 4.1 .56 .59 .57 .51 .93 .93 .92 .88 230 17.9 22.4 70.5 200 10.9 12.9 53.0 230 9.4 11.2 46.2 3 3 J 1.2 3.2 1$.4 3.8 .70 70 .67 .62 .86 .85 .82 .75 46Q 4 7 g 6 23.0 575 3.8 4.5 18.5 5 230 1 F 12 29.8 37.2 144 5.5 28.8 6.0 .65 .68 .68 .64 .91 .92 .92 .92 25.1 32.9 125 200 17.9 21.5 83.0 230 15.6 18.7 72.0 5 3 G 1.2 5.4 28.7 6.2 .69 .70 .68 .63 .87 .87 .86 .84 460 7.8 9.4 36.0 575 6.2 7q29.7149.5 5 288 200 24.8 7.5 3 H 1.2 7.4 51.8 8.6 .71 .74 .76 .60 .87 .87 -85 .80 460 10.8 575 g.6 81Z -3 ll /b0 d 969 -1 �� HYDROMA IC 6ZOE- ZEZ -6l9 SdAnd 03a33NI0N3 113b6V9 -Aob3 AVgO:II Z0- 6Z -AVA Technical Data Section VORTEX Page 401 Dated APRIL 2000 SuDeresdes JANUARY 2000 MODEL: S3HRC — Standard Recessed Impeller Sewage Pumps Physical Data: DISCHARGE SIZE 3" SOLIDS SIZE 2" IMPELLER TYPE BALANCED, RECESSED. 8 VANE. SEMI -OPEN VORTEX CABLE LENGTH 30' STANDARD 50' OPTIONAL PAINT PAINTED AFTER ASSEMBLY. DARK GREEN, WATER REDUCIBLE ENAMEL, ONE COAT, AIR DRIED. Temperature: MAXIMUM LIQUID 140' MAXIMUM STATOR 311 OF OIL FLASH POINT 390 °F HEAT SENSOR Open: Closed: 257 °F MAX. /239 °F MIN. 194 °F MAX. /119 °F MIN. Technical Data: POWER CORD TYPE STW -A WATER RESISTANT 600V. 60 °C SENSOR CORD TYPE 16 -4 STW -A WATER RESISTANT 600V, 60 °C, 10 AMPS MOTOR HOUSING CAST IRON ASTM A -48 CLASS 30 0L z O d CASING CAST IRON ASTM A -48 CLASS 30 (0'-- IMPELLER DUCTILE IRON ASTM A -536 a a: CASING WEAR RING N/A � MOTOR SHAFT 416 STAINLESS STEEL HARDWARE 300 SERIES STAINLESS STEEL "O" RINGS BUNA N MECHANICAL SEALS Standard: UPPER AND LOWER CARBON /CERAMIC, TYPE 21, l3F1C1 Optional: LOWER TUNGSTEN CARBIDEITUNGSTEN CARBIDE, TYPE 21, SD1D1 UPPER BEARING (RADIAL) SINGLE ROW — BALL LOWER BEARING (THRUST) SINGLE ROW — BALL Irjj?0 HYDROMATIC' 811-4 11/90 d 969 -1 6i0E- ZEZ -6I9 SdHnd 03aHWN3 iiha Ve -woad wV90: 11 ZO- 6l -AVw S3flRC/53flVY Section INSTALLATION page 525 SpecifIcations ' Dated JANUARY 1994 Superseeds SEPTEMBER 1993 PULTRUDED - GUIDE RAIL STATION 1.01 GENERAL A. Contractor shall furnish all labor, materials, equipment and incidentals required to provide a complete pumping system as specified herein. B. The Pultruded Dail System shall include --- c;Z (Qty.) submersible non -clog sewage pump(s), discharge elbow with guide arms, hydraulic sealing flange assembly with sealing diaphragm, guide rail connector, lifting chain or cable, access frame and hatch cover, float mounting bracket, control equipment, pultruded guide rail and discharge piping. 2.01 DISCHARGE ELBOW WITH GUIDE ARMS A. A discharge base elbow, designed to mount directly to the sump floor shall be supplied for each pump. It shall have a standard 125 pound flange faced and drilled on the outlet side with the inlet flange faced and zinc spray coated to provide a smooth corrosion and abrasion resistant surface. Three stainless steel guide arms shall be bolted to the discharge elbow that will guide and support the pump when it is lowered into the sump. The non- corrosive >'RP, pultruded I -beam shall attach to the base elbow. All fasteners shall be 300 series stainless steel. The base elbow shall be painted with one coat of corrosive resistant zinc chromate enamel. 2.02 HYDRAULIC SEALING FLANGE A. A cast iron sealing flange, complete with Buna N rubber diaphragm type sealing gasket, shall be mounted on each pump discharge. This diaphragm shall be held in place by a clamp ring with stairdess steel fasteners. 2.03 GUIDE RAIL CONNECTOR A. The pump shall be equipped with a stainless steel sliding guide connector which is bolted to the pump flange and loosely fits over the pultruded I -beam rail. All fasteners, washers, and nuts required shall be 300 stainless steel. 2.04 LIFTING CHAWICABLE A. Each pumping unit shall be provided with a lifting chain of cable, and be of sufficient length to extend from the pump to the top of the wet -well. The access frame shall provide a book to attach the chain or cable when not in use. The lifting chain or cable shall be sized according to the pump weight. 2.05 ACCESS FRAME AND DOOR A. A separate access frame assembly shall be supplied with a separate hinged door for removal of each pump. The frame assembly and door shall be aluminum with 300 series stainless steel hinges and hardware. The aluminum door shall be raised tread plate to provide a skid -proof surface. As a safety precaution, each pump shall be pro- vided with a separate door so as to limit access to the wet -well. The frame shall support the float mounting bracket_ A recessed handle shall be provided with each door, as well as a safety latch to hold the door in an open position. 2.06 FLOAT MOUNTING BRACKET A. A float mounting bracket shall be provided with strain reliefs that support and hold the level control cords. Continuous cords are to run from pump(s) and level controls to a control panel or junction box. No splices shall be made in the wiring. The bracket shall be fabricated from steel, coated for corrosion resistance, and attached to the access frame with 300 series stainless steel fasteners. A dielectric spacer should be installed when bolt- ing to an aluminum access frame. ILFI HYDROMATtc 821-3 tt /90 d 969-1 6Z0E -ZEZ -619 sdmnd 03b33NIJN3 iAa6V8 -WO8d iV90 It ZO- 6Z -AVIN section INSTALLATION Page 526 Dated SEPTEMBER 1993 2.07 PULTRUDED GUIDE RAIL A. A single guide rail shall be used to direct the pump into proper alignment with the stationary base elbow and discharge piping. This rail shall be a non -corrosive, non - sparking. FRY pultrusion formed in the shape of an I- beam. It shall bolt directly to the base elbow on the sump floor, and extend up and bolt directly to the access frame. It shall be one piece. 2.08 PIPING A. Piping shall include one (1) swing check valve with outside lever and spring, one (1) plug/gate valve and all the necessary gaskets. straight pipe, brackets, elbows, tees and fittings. All piping should be coated with coal tar epoxy or equal for cortosion resistance. Where piping passes through a wall, welding or sealing concrete shall be used to make a watertight joint. B. Note. The Discharge Piping and Valves are generally supplied by others. They ate mentioned here and shown in the arrangement drawing to provide assistance and clarity. 3.01 WARRANTY A. In addition to the manufacturer's standard warranty, a five -year warranty shall also be provided. The warranty period shall be five years from date of shipment on all equipment except for the control equipment which will carry the manufacturers standard warranty. The following parts will be replaced within five years of date of shipment upon payment of the applicable percentage of the list price of each part in effect at the time of replace- ment. B. Months after shipment shall be determined by date of receipt of defective product by authorized service station representing manufacturer. Purchaser shall assume all responsibility and expenses for removal, reinstallation, and freight. �FI° HYDROMATIC 811 -d 11120 d 969 -1 6ZOE -ZEZ -619 SOnd 03633NION3 11366VS -110dd wv90:11 ZO- 6Z -AvH Months After Shipment 0 -18 19 -31 32 -45 46 -60 Mechanical Seal 0% 25% 50% 75% Impeller 0% 3010 50% 80% Pump Housing 0% 30% 50% 80% Wear Ring 0% 50% 80% 100% Ball Bearings 0 %u 50% 80% 100% Rotor & Stator 0% 40c'0 80% 100% �FI° HYDROMATIC 811 -d 11120 d 969 -1 6ZOE -ZEZ -619 SOnd 03633NION3 11366VS -110dd wv90:11 ZO- 6Z -AvH Installation � Data LIFTING CHAIN (OPTIONAL) GUIDE RAIL CONNECTOR w HYDRAULIC SEALING FLANGE ASSEMBLY WITH BUNA DIAPHRAGM STAINLESS STEEL GUIDE ARMS i ACCESS FRAME dp Section INSTALLATION Page 631 Dated MAY 2000 Superesdes 5EPTEMBER 1993 PULTRUDED RAIL I -BEAM DISCHARGE FLANGE — OF PUMP DISCHARGE ELBOW I HYDR0MATIC 811 -3 11/80 d 969 -1 620E -Z8Z -619 Sdhnd 03d]WN N3 113ddV8 -Aoda WV90:11 ZO -6l -AVIV Installation Sect,on INSTALLATION Page 639 Data bred MAY 2000 5umeresdes FEBRUARY 1995 S3HRC /S3HVX i o 4.1 /16 0 0 0 o + a 4.15/16 0 a 0 o --11 -3/16 —15/16 (Stud Ceateke) 13"1251hs --- Sib. FLG. 3.7/8 I o o T1 6 -1/2 ALL DIMENSIONS IN INNES NOTE CASTING DIMENSIONS MAY VARY t va- — irjr- HYDROMATIC 811 -� ll /ll d 969 -1 6ZOE- ZEZ -6l9 SOnd 13d33NI0N3 113bdV8 -Hods 4YV90 :t1 Z0- 6Z -AVW Section INSTALLATION Page 634 Dated MAY 2000 Superesdes SEPTEMBER 1993 I v ALL DIMENSIONS IN INCHES AINGEDSIDE lJ D ' ' �C � y LIMNG CHAIN Dimensional i Data SUMP s /e" DIA B011S HYDROMATIC DUPLEX ALUM. HATCH RIM ELEV -.. CONTROVPOWER CAMS INFLUENT PIPE �� HYDROMATIC e12-d ll /60 d 969 -1 6ZOE- ZEZ -6l9 ELEV. INTERMEDIATE GUIDE RAIL SUPPORT. REQ, FOR DEPTHS EX(EEDING 9' -6" HYDROMATIC 3900 SUBMERSIBLE LEVEL SWITCHES - FRP GUIDE RAIL HYDROMATIC NON -(LOG SUBMERSIBLE PUMP — HOPPER BOTTOM RECOMMENDED DISCH, ELBOW Sdhnd 03a33NInQ 11366V9 -wo6d wV90 :l1 70- 6Z_IVM - i Section INSTALLATION Page 635 Dated MAY 7000 Superesdes FEBRUARY 1993 Dimensional i pata DUPLEX 3" THRU 6" PUMPS IMITAiI Min ELBOW Sancp Dischorge SiZE PUMP MODELS Dla. Pi i 'A B C D E F 3" 535, 53Ha 53HYX, 5, 53HX 4'.6- 4' -6" 3" Concentric 4" Fccentric 9 3/i6 7 -3/16 24 -1 24 11 1/8 37 -7/16 5 8 -5/8 6 8. /8 q S4S, SH, 54f, S4HX, 54N, 54NX, 54NkC, S4NYX 54" 6'• Eccentric 4 -3/16 -1/2 24.1/2 11 -i/8 11.1 8 37 -7/16 37 -1/16 3 0 8.5/8 8.5/8 6 6 8 -1/8 8.1 8 NA NA 54K 54MX, SQN, S4MRC S4MVX, S4HRC 54HYX 51' 5' -6" 4" Concentric 6" Concentric 12.5/16 10.5/16 30 -1/2 30 13 -1/$ 51 7 11 -3/4 6 10.1/8 NA 4" Sop S4PX S4 S0 %R[ S4lVX 6' -0" 8" Eccentric 8 5 6 -1/2 30.1 2 13-1/8 131 51 51 5 i 13/4 6 101/8 NA S48, S48X, S40, S40X 6'•0" 4" Concerdric 15.5/16 30.1/2 16-1/8 58 3 1 l0 11-3/4 11 -3/4 6 6 10 -1 13.1/8 NA 25 -3/4 6'•6" 6" Concentric 12 -5/16 30 -1/2 161/8 38 7 11 -3/4 6 131/8 25 -3/4 6" Sk SO, S6q, 56AX 6' -6" 6' -6" 8" Eccentric 6" Concontrit 10.5/16 11.9/16 30 -1/2 30-1/2 16.1/8 16.1/8 58 5 11 -3/4 6 13.1/8 25 -3/4 6' -6" 8" Eccentric 10.9/16 30 -1/2 16 -1/8 58 58 8 7 101/4 101/4 6 8 13.1/8 13.1/8 2S -3/4 25 -3/4 Subtract 3/8 " far location of guide rail mounting surface. * NA: Not Applicable NOTE: I . for sizes not listed, consult fodory. 2. See hatch detail for each individual pump model for more detailed information 3. See discharge elbow detail for each individual pump model for more detailed information 4. layout and dimensions shown are minimum suggested requirements. This drawing is a typcial representation. Therefore, all details Including: pit size, location and arrangement of pit, location and arrangement of valves, approval. piping, etc. are to be specified and confirmed by the consulting e ngineer and are subject to his ALL DIMENSIONS IN INCHES NOTE: CASTING DIMENSIONS MAY VARY �r7r' HYDROMATIC0 811-4 ll /Old 963 -1 610E- ZEZ -6l9 SdHnd 03d33NIJN3 iiHb V9 -WO8d WV90: 1 [ ZO- 6Z -AVW er - From: Kipp Hefner To: Katherine Weldon; Paul Hartman Subject: Moonlight Beach UV Tretament Facility Retrofit Meleah and Paul- I was thinking about what you were proposing to do with retrofitting the UV Facility so we could allow creek water to be directly pumped into the sewer in case of a sewage spill. I started to think about if there would be capacity problems in the wet well of the pump station and whether the sewer pumps could handle it. I asked Leroy about my concerns and he said he had strong doubts whether the pumps and wet well could handle water from the creek. Furthermore, he pointed out that the new park they are building at the corner of Vulcan Ave and Encinitas Blvd has a detention basin /pond that will remain filled year around. Any sewage spill upstream in Cottonwood Creek would end up in this pond and would not reach the UV Facility at 3rd St.. Consequently, we would only be taking care of sewage spills downstream of the park. Would that justify doing the retrofit? We would also have to look at whether the sewer pump station could handle these flows before even considering proceeding with the project. Feb - 1422003 12:33 From- T -493 P.001 /004 F -378 Wa anar' 4909 Murphy Canyon Road, Suite 220 San Diego, California 92123 Tel (858)496 -0500 Fax (858)4960505 Facsimile Transmittal To: Kipp Hefner From: Sean Manning Conpar .. City of Encinitas Project: Moonlight Beach URTF Fax: (760) 633 -2818 Project No: Encintas.001 Phone: (760) 633 -2775 Date: 2/14103 Re: URTF Shutdown Procedures Pages: 3 (excludes this page) CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply • Comments: Kipp, I did not remember if I had forwarded these procedures to you. Please put them on file and copy Kathy and Paul. Let me know if you have any questions. Sean If you do not receive all the pages of this transmittal, please call (858) 496 -0500. Date: February 14, 2003 Time: 12:35 PM Initials: Feb -14 -2003 12:33 From- T -493 P.002/004 F -378 rA FAX FROM CLEAR CREEK SYSTEMS, INC. mw�llm M Dale and Sean, Here is the shutdown procedure for the system. I contacted the vendors for the Uv, multi Media and PLC. Dale, you might want to acid an for our ui needed. I fiuWly got word from our good friends at Y y prn if it is B Aquionics that their will SWP thb W ps at the end of this week. Please.let me ]mow if you have any questions. w 39bd CM OIa7b77CT00 nfi •nT enn� Ins irn Feb -14 -1003 12:33 From- T -493 P- 003/004 F -370 - (jWClear Creek V1 S Inc. ENCINITAS URBAN RUNOFF TREATMENT UNIT LONG TERM SHUT DOWN pROCEDURES When shutting the unit dawn for a long period of time (great= suggested that you undertake the following iustructions. than ene weep), it is • Isolate and drain the unit • Clean the unit by filling with a 5% food grade acid. Citric acid is available in Powder form and can be mixed as needed • Allow the system to soak for a minimum of one (1) hour • With the unit filled with the cleaning solution, four (4) times to loosen an r the wiper system three (3) to • Drain the unit Y deposits that my have accumulated on the sleeves • Fill the unit with potable water and run the wiper system once or twice • Fill the unit with potable water for storage. This will hel from drying out between uses P protect the wiper scale • vamps can be Mmoved and stored humidity, corrosive or low rem separately if the unit is installed in high Operator's Manual for pesters environment. Follow instructions in the Friar to restarting the urine o lamps and sleeves. • lam operator should check the system to make sure all lamps are operating and the wiper system is working PLC.. > No special instructions are required. The can sto � SYrten7, and turn off' Y p main power disconnect on the front of the panel, > although the system > consumes very little power when not mming Start > up is the reverse. Let me > know if there are any other questions. > Frank MULTI- .> IA iP1i TsD - ate. • Conduct a chlorine shock treatment as described on the attached sheet • &Wkwash the filter Drain and button up the filter good Backwash the filter prior to starting up again ALSO REV RE V ALL COMPONENT PART OPERATOR MANUALS 4101 Union Avenue • Bakersfield. CA 95305 (661) 324 -9634 • Fax (661) 322..4206 - www,clearemeksystems.com nnVa. -7-7r. Toa 124, •12T CI7177Ig7 I Tra Fab -14 -2003 12:33 From- _ e1- 14 -2W3 Q yd-dneyLlntsrnt9an�Systems T -493 P- 004/004 F -379 MOO TO 16613224296 P.02 .. 11/Ipill: Merkh OWL, ' MW", duly 17, 2000 M AM su yCho 9Aock rninp.�m yssct A Iva I; *32F Infrequent Rushing, the lack of chemical treatment an improperly sat backwash reMclor vahre or operating the Alters outside of recommended flow range are the tour most common causes of media Otter underorain blod�. All tour of these situations, either singularly or in dorWnad m, will r cult in contamirlarhts MGching the filter underdrain. Evidence of Underdrain blockage can be Seen by monitoring the Pr>rssure gauges. If the pressure dWWgntlel does net return to 2-e PSI after a flush cydv there Is a possibility of underdrain contamination. First, the cause of the bkrckage (lust be detsmnined and rimed (I.e. reset backwash resUlator "I"s, one ft�!4uWhCy oflluehing, tlldjwt flow Hate to comply with manufacturer's rscommendation or install chlorina injection equip ) t f g1e =� of the blockage has been Identified and cvmeated, and the pressure differential does not return to 2-e PSI after backAushing, more severe steps VIII have to be token to clear the underdraln. K organic contaminenle ore suspected, s chlorine shook vestrraM nrey be necessary, a CHLORINE SHOCK TREATMENT FOR SAND MEDIA FILTERS Step 1: A@m0ve mmmay tide and till each tank with water up to the top weld seam. it is not necessary to remove the sand. Make sure the field valve Is closed so we will be held in the Mor tank. ter Step 2: Add 10 to 20 ounces of 12% pool chlorine 211r sonars isoa# of Ititratio V08891. If unavailable, an double the amount of chlenne bleach is an a t?a to each altemadve, acceptable sop 3; Allow to stand for 12 hours, WWU P 4' tOouro MarWay lid 29 open field ve and Inwale a bacKflush for approxIOnately 3 minutes and repeat full s®quenee several ttos. Flush each vessel T One or two Shook treatments wal usually be enough to Unplug an underdrain that is contaminated with orPnks. Consult the manufacturer it a high pressure caffe►®ntisl ...cgs tats ZAPWV vslear aye Protection, gloves and protective safety water rhea station should also be available o "So of, any chemicals which co ms A contact with filter personnel. Do not mix chemicals in this procedure and always Ch M4 chemica� Into a water filled titter rank. TOTAL P.02 oetn Tnn na..p -r inv �*n 'Jan- 30 -20v3 17:02 From- T -449 P.001 /005 F -218 4909 Murphy Canyon Road, Suite 220 San Diego, CallIbmia 92123 Tel: (858) 496.0500 Fax: (856) 4964505 Facsimile 'Transmittal To: Phone: Re: CC: 0 Urgent For Review From: cJ p 1 5 �iliC�j' GI.� Project: Project No: 66 r' 2 Date: Z-5 3 Pages: _(excludes this page) 0 Please Comment 0 Please Reply If you did not receive the entire transmittal, please call (858) 496 -0500. Date: Tirne: Initials: Jan -30 -2003 17:02 From- From: MaMafftw -Carr Soppy Cal To: J00113 I u 8 i1 \-1J no ■■SNrMI■ M■ SOMEONE no NEEMENE MEMENEW Or WMEME■ M" NMI Nr. ►_ _za ■IOOMr ■MNSib"No _�.rr16-00 !� Mrr `= i t Mme;. =rr19 ��r>•��!� rt;z .Qna. lo. •! NeWww- r■ ■rlrlrr�ii no MONSOON' no EMMEMNE, Err rr M" Nr. on ■MNSib"No _�.rr16-00 `= i t Mme;. =rr19 ��r>•��!� MA'QPY NOTE: 1 ;Q4 equals .07bars 114rm equals 9.785111tas pe 1wRiuro T -449 P.002/005 F -210 Date: 1/30/2003 Time: 2:41 :4a E Page 2 of 2 • In�c�t I� f �.��al SERIES ire lat�iis �iro �Thei*,MrA PU10 . ' b e d qiwwlraleertae0ncioicoforsppllds l ` .pecgeis; regt�fred.�Aisai 'euifi�tile.iQi�'; wltf� ' deiiinitedwater .:For.ottlerllgWds consult t viryr' Series P50 For Applications where a small economical package is mquiroa Series P60 Balanced Piston Design For applications where a constant downstream and accurate flow performance, is Mulred. FEATURES • Corrosion resistetnt • Compact Design and lightweight eonstmation • All wdemal components Are made of an NSF approved grade acetal plastic • All internal rubber Components such as disc, diaphragm and seals are oil FDA grade Bunn -N' 11 All Internal mats$ cornponents In contact with fluid are of #300 Ganes stainless steel • Straight through or 900 inlet to ou Bait option • High rapacity • Bottom "clean out plug- for servloe MATERIALS Body, spring cage, bottom pkago adjusting screw - NSF approved seals, d and diaphragm - 8una •N" Stem and bottom epring - 0300 3erles stainless steel SPECIFICATIONS Maximtun supply pressure -- 300 psi (81.09 bars) Operating temperature range — 09 —160•F (-17.8° - 66 0C) Reduced pressure ranges available (A.) 0 - 2S pal (B) 0 - so pat (C) 0 - 125 psi (0 -1.76 bars) (0 - 4.22 bars) (0 - 6.79 bars) OPTIONS • W (20 mm) hose connections • Double-gau rt and ■ w" (8 mm) 0 -180 gauge R1°'mt'�n00 to at Codtautl fac(t�ry for all made to rarlef Wawa for or e! spec a . or kl" °° V ic mod�ficatlon requests. - Ouick dlawrinoct for Strainer plastic tubing DIMENSIONS - WEIGHT weight % ID. (.11kg.) HelghC 2 Ys• to 234" (64.10 70 mm) (vadeg VVIM 1 'A'(3.8 mm) Jan -30 -2003 17:02 From- T -449 P.003/006 F -218 Record of Telephone Conversation Recommended a thermoplastic pressure reducing valve. 1/4', Modulates from 0-25 psi Part number 8113K12 For water application Quoted price - $28.52 Comments or Action Required: Revised 5/15/00 Date January 30, Time 12:00 2003 Individual Brad Williams By Jodi Hosldnson Organization McMaster -Carr Project No. OOla Phone No. (562)692 -5911 Project Title Moonlight Beach - City of Subject Pressure Reducing Valves Encinitas Recommended a thermoplastic pressure reducing valve. 1/4', Modulates from 0-25 psi Part number 8113K12 For water application Quoted price - $28.52 Comments or Action Required: Revised 5/15/00 Jan -30 -2003 17:02 From— T -440 P- 004/005 F -216 Record of Telephone Conversation Date 01/30/03 Time i i m Individual Derek Kellam By Jodi Hoskinson Organization Conbraco Project No. Phone No. 001a (704) 841 -6016 Project Title Moonlight Beach City of Encinitas Subject Pressure Reducing Valves ncuvmmenaea a 7/2" pry will keep a system press-1 valve will reduce the Inca able to go above that set They do not manufactl Recommended Series Valve quote: $65.45 Gage quote: $76.72 Lire reaucmg valve. Pressure regulating valves, or to the instrument at say 20 psi. Whereas a pressL ig pressure to a set pressure of 20 psi and the pre, ssure. It may go below but will modulate the hiah valves ure will not be a valve smaller than 1 /2 -. C with a low pressure spring to reduce pressures from 10- 25 psi. Revised 5/15/00 - u City Of Encinitas January 10, 2003 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #10 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following changes: 1. Install fiberglass level indicator in wet well. 2. Install new brackets for removable wier (Fiberglass brackets with removable pins). 3. Clean out voids at bottom of enclosure and fill with expansion foam. The change for the addition of the above work will be $3,218.14 (Three Thousand Two Hundred Eighteen Dollars and Fourteen Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Greg Shields, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED BY: Dale E. Winterquist, President Falcon General Engineering, Inc. Contractors License No. 540704A TEL 760- 633 -2600 FA}X 760 -633- 2637 505 S. Vulcan Avenue, Encinitas. California 92024 -3633 TDD 760 - 633 -2700 recycled paper ° CD as w n� m t _ 01 O� CD cn al cyl � C g W y c y D Q pf Cp Ot A d �D a1 cn 7CT�T�T�Cr Z 7 cow y ooh 0 0 A0 O ZI ��C CD Cl) OOOOZ a n p eD y 1 cnKmC� - ;r O C y O W w �, N -n cWim� —D0K) in ° n o z,��i o �' a: Z �I N �rz! 3 3 0 j D D D �I, < n < S p D i� z m' °� � OI y y z L B-1 rn I i�l D I Z i —n I — D � I IC. w o IC-1 A n Zi r O �j --1 C7 CL 0 v m m _C -n O - CA Z tD C N i ° O C) Z r �I rn i4A Tito .9 4A f.9 o m CD Z �! !w'o'o z rn N N -4 o o r ° ° ° t -_ D z 0 o r j m I O rn 9- v C (Q j l j tTcc"::,. �� Z �Irn rn co 1 1 .9 > rn cn O M 1 O I C Ool rn v 1w cn co o ow �CD r °�° 1 �N" w � o v, - { -�—� �- —�- L y o o (1,711 ao 1 O IV Q ^ Z ■ I � Z - - m cD z -- CL rn rni �o `o 0C DI�i cnl �I o 0 0 C) EA ti9 EAt�69EA ot�EA6fA EA . b9 E!9 toEflEflEAtoEaEA.otoH9 I wl p iV w N a 00 iv N� j w A Cn Cn r ao lc°Di, o w chi, w o -4 Cn o Cn -4 � ..� N V V O w i i Cn , CC.) N Cl N O OD O) P Cn Cn O Cn w O O O O O N Cn O O O Cn OD O November 26, 2002 Mr. Dale E. Winterquist Falcon General Engineering Inc. 572 Collyn Street Vista, California 92083 Subject: Moonlight Beach Urban Runoff Treatment Facility Request for Quote 008— Painted Gauge for Wetwell / Redwood Header Supports / Expandable Foam Dear Mr. Winterquist, Please provide a proposal for completing additional work at the City of Encinitas' Moonlight Beach Urban Runoff Treatment Facility: • Painting a level gauge on the inside of the URTF wetwell • Installing stainless steel adhesive anchors and pins for supports at the 3" x 12" redwood header • Filling the voids at the base of the wall of the UV enclosure using an aerosol based, expandable waterproofing foam. Please contact me if you have any questions. Sincerely, Sean F. Manning Project Manager Cc: Kipp Hefner Rick Brady 4,906. i1'ie�� w�o�� .�o.'r�l .�e1 ,r',i'O • ,�ie ��o, �Pi��a��uh- ,9,?1,P9 �%/ 6-5dl) 4!, W %Sd) 4660,50,5 r , I Ir I W ' f+ I n' — do 1 �y -I ( t � .. ICY r ," r �♦ � rr , �� `.f'�r `v ,• r • � ' r r� �N t�} ^Vince \•j i 274 •> r , I Ir I W ' f+ I n' — do 1 �y -I ( t � .. ICY r ," r �♦ � rr , �� `.f'�r `v ,• r • � ' r r� �N t�} ^Vince \•j i Dec 09 02 05:47p Jim Phillip 760.480.5778 w r: ° u � /` o � ` IE r {N � � L �pr i1 ��u �•�I r; ' r � �� l�, �' ��i�rl ��I�.�� 1 ° 1 Y i, � •'•�� r rvfa.- rr1�i 1' • t. t•I mom 4 4FT 3 2 ~1 mom No El 7 r. �^ 3FT r �... E; The CR Series Leveling Rod incorporates many features - rectangular shape with rounded back corners for a better grip, scale width is graduated to fill the entire face of the rod, measuring scale on backside of rod allows overall height readi rigs, strong fiberglass, which is. waterproof and corrosion - resistant. Special molded standoff ribs protect scales from wear. The CR series is' a natural for laser detector mounting. Special brackets are not required. Unlike aluminum rods, the CR Series are non- conductive. The CR series are available in 8 Ft., -13 Ft, and 16 Ft. lengths in two graduations and three metric scales. , - r. n „., r. ,.c , ',,. •,, _ r',. irannl u7r 1_au 1r!! . F— /(, 1111 7-1t1-1) 10 l YOU CAN C(DUNTON Crain Enterprises, Inc. 4 2000 •.i rV r�H 1 J: Nov - 25-2002 15:09 F rom- T -261 P.001 /003 F -705 4909 Murphy Canyon Road, Suite 220 San Diego, California 92123 Tel: (858) 496 -0500 Fax: (858) 496-0505 e-mail: rbrady@rbrady.net Facsimile Transmittal To: Kipp Hefner Cowry:: City of Encinitas Fax: i 7606332818 Phone: 760 633 2775 Re: Change Order / RFD / Submittal CC: Kathy Weldon p Urgent X For Review • Comments: Kipp and Kathy, From: Sean Manning Project: Moonlight Beach Project No: Date: November 25, 2002 Pages: 2 (excludes this page) ❑ Please Comment ❑ Please Reply Here are draft sketches for the removable weir and staff gauge. We propose painting the staff gauge on the inside of the wetwell. I will pull together a paint spec to follow. The removable weir concept is consistent with the general plan discussed this afternoon. Also, to be forwarded is a spec on the foam sealant proposed for the inside of the URTF. I will send it up for your review once I figure out what product to use. Meanwhile, take a look at the sketches and let me know if these are O.K. Sean If you did not receive the entire transmittal, please call (858) 496 -0500. Date: November 25, 2002 Time: 3:13 PM Initials: Nov -25 -2002 15:09 From- T -261 P.002/003 F-705 VIA VI� r n i fJ. •7. i r I r % o .. DL r' vd. +. NOV-25-2002 15:00 From- 14MP --4-, I S•'' Mp ML CMO-1 T-261 P-003/003 F-705 a" NNP',-M- ! �4 — F_ ? r O�j rM WET" 1 .4 L.Oow-,NA. TO P' i November 26, 2002 Mr. Dale E. Winterquist Falcon General Engineering Inc. 572 Collyn Street Vista, California 92083 Subject: Moonlight Beach Urban Runoff Treatment Facility Request for Quote 008— Painted Gauge for Wetwell / Redwood Header Supports / Expandable Foam Dear Mr. Winterquist, Please provide a proposal for completing additional work at the City of Encinitas' Moonlight Beach Urban Runoff Treatment Facility: • Painting a level gauge on the inside of the URTF wetwell • Installing stainless steel adhesive anchors and pins for supports at the 3" x 12" redwood header • Filling the voids at the base of the wall of the UV enclosure using an aerosol based, expandable waterproofing foam. Please contact me if you have any questions. Sincerely, Sean F. Manning Project Manager Cc: Kipp Hefner Rick Brady 4J0� ✓/lii�� m �e a� ile �,?67 • �rt o; �2��tiu2- �21ry ✓� ��5�/ %�� -o�oo • � �d5�/ 46'0505 q IA: 7:j ZI .i I .i I 7-3� to i _ I Q 7-3� I 10 - I; p P n+ /' 8N / O'c W457, Wf'44 Vl/h (PRODUCER J1NSURED Collinsworth, Alter, Nielson, Fowler & Dowling, Inc. (WMC /DIA) 5979 NW 151 Street, Suite 105 Miami Lakes, FL 33014 Post, Buckley, Schuh & Jernigan, Inc. d /b /a PBS &J 2001 NW 107 Avenue Miami FL 33172 ISSUE DATE (MM/DD/YY) 9/22/02 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW COMPANIES AFFORDING COVERAGE COMPANY 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, LETTER A Continental Casualty Co A XV COMPANY B Nat'l Union Fire LETTER A Ins Co /AIG A + +XV COMPANY GL247843206 9/30/02 LETTER C American Cas Co of Reading PA AXV COMPANY PROD-COMP/OP AGG. 2000000 LETTER D Lloyds of London A- XV COMPANY CLAIMS MADE ®OCC. E OTHER LETTER 9/30/02 PERS. & ADV. INJURY THIS IS TO CERTIFY THAT 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. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TR TYPE OF INSURANCE POLICY NUMBER POLICY EFF. DATE (MM/DD/YY) POLICY EXP. DATE (MM/DD/YY) LIMITS A GENERAL LIABILITY GL247843206 9/30/02 9/30/03 GENERAL AGGREGATE 2000000 X PROD-COMP/OP AGG. 2000000 DISEASE -EACH EMP. COMM. GENERAL LIABILITY CLAIMS MADE ®OCC. D OTHER P42302 9/30/02 PERS. & ADV. INJURY 1000000 EACH OCCURRENCE 1000000 OWNER'S & CONTRACT'S PROT $1,000,000 Limits Pollution Liab FIRE DAMAGE(One Fire) 1000000 ea claim /aggregate Per Project Aga Claims -Made Form 11/11/61 retrodate MED. EXP. (One Per) 25000 liability, excluding professional services. Issuing cos will provide 30 days written notice of cancellation and non - renewal. A AUTOMOBILE LIABILITY BUA247843223 9/30/02 9/30/03 COMBINED SINGLE 1000000 X ANY AUTO LIMIT X ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY X NON -OWNED AUTOS (Per accident) GARAGE LIABILITY I B PEXCESS LIABHLITY UMBRELLA FORM OTHER THAN UMBRELLA FORM BE2131608 PROPERTY DAMAGE 9/30/02 9/30/03 EACH OCCURRENCE 10000000 AGGREGATE 10000000 C WC247843268 9/30/02 9/30/03 X STATUTORY LIMITS .......... ............................... :::: > :: :::::: ::...... ..................... :::::`::; :: WORKERS' COMPENSATION EACH ACCIDENT 1000000 AND EMPLOYER'S LIABILITY DISEASE - POLICY LIMIT 1000000 DISEASE -EACH EMP. 1000000 D OTHER P42302 9/30/02 9/30/03 Professional / $1,000,000 Limits Pollution Liab ea claim /aggregate Claims -Made Form 11/11/61 retrodate DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES /SPECIAL ITEMS RE: All Operations. Certificate holder named additional insured on general & auto liability, excluding professional services. Issuing cos will provide 30 days written notice of cancellation and non - renewal. City of Encinitas Mr. Leroy Bodas 505 S. Vulcan Encinitas, CA 92023 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL 3_ DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. AUTHORIZED UV Station Issues 1. Valve for effluent UV discharge is not toggling to regulate wet well level properly. FGE Reply: Clear Creek has been notified Factory rep to look at valve CCS: Factory rep should visit site this week 2. Lamp one is out on UV two platform. FGE Reply: Clear Creek will investigate CCS: Trying to schedule Factory rep 3. Floor drain by UV influent sample point. FGE Reply: All floor drains were omitted City of Encinitas: Floor is beginning to rust. 4. Holes or completely cover gaps in corrugated sidewalls inside box. FGE Reply: Will investigate — Enclosure built per approved submittal City of Encinitas: Box is rusting, particularly fast on sides. 5. Wet well level (ultrasonic Sensor) needs to be replaced. FGE Reply: Will investigate CCS: Please explain. Last we heard it was working after just One time of needing to be reset. City of Encinitas: Octoberl4, wet well reading full, actual level below influent pipe. When we have opened wet well to confirm levels, there are often discrepancies although we do not open wet well on a daily basis. 6. Water is seeping up from clean -out on north side of wet. FGE Reply: Will investigate 7. Moisture is collecting in pressure gage (PIT 102) (down from basket strainers). FGE Reply: Will investigate CCS: Will tell Factory rep to look at when working on valve for effluent 8. Stainless steel labels for major valves and switches. FGE Reply: Will investigate to see if a contractuual requirement CCS Reply: Will investigate to see if a contractuual requirement 9. USB port on front of telemetry control box. FGE Reply: Exterior mounted serial port to be installed on 10/16 CCS Reply: Confirming that we ]vill mount serial port not a USB 10. Wet well level indicator (visual) inside wet well. FGE Reply: Not exactly sure question — Please rephrase , City of Encinitas: Requested a device to visually measure /confirm level in wet well, either measuring stick in wet well or levels painted on concrete inside wet well. 11. Redesign 15% bypass. FGE Reply: City needs to discuss with Richard Brady & Associates 12. Removable weirs. FGE Reply: Weirs have been installed per plan 13. Weir on east end of south side of box to prevent flow from entering south box culvert. FGE Reply: Weir has been installed on east end south side 14. Influent screens are obstructed by leaves and debris regularly, new design for screens? FGE Reply: Screens are installed per plan — need to discuss witht Brady & Associates .4-IS-2-02 08:08 From- T-060 P.001 /008 F -181 4909 Murphy Canyon Road, Suite 220 San Diego, California 92123 Tel (858)496-0500 Fax (858)496 -0505 Facsimile Transmittal To: Kipp Hefner From: Sean Manning Conjwy.. City of Encinitas Project: Moonlight Beach URTF Fax: (760) 633 -2818 Project No: Encintas.001 Phone: (760) 633 -2775 Date: 9/25102 Re: ' COR 009 & 008 Pages: 7 (excludes this page) CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply • Comments: Kipp', Hard copies will be mailed. Please call me if you have any questions. Sean If you do not receive all the pages of this transmittal, please call (858) 496 -0500. Date: September 25, 2002 Time: 8:10 AM Initials: SO -0 -2002 08:09 From- T -066 P- 002/000 F -181 August 3, 2002 Mr. Kipp Hefner C/O Meleah Ashford Project Manager City of Encinitas 505 South 'Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, COR008 — Treatment Enclosure Chain Link Gates and Security Fence Dear Mr. Hefner: As requested, I have issued a Request for Proposal to Falcon General Engineering Inc. to provide a chain link gate on both ends of the new Moonlight Beach URTF enclosure and a 45- degree security barrier to be attached on top of the existing chain link perimeter fence at the Moonlight Beach Sewer Pump Station site. Falcon General Engineering Inc. has submitted a proposal to complete the subject work at a cost of $5,848.70 (See Attachment 1). We have reviewed this proposal and conclude that the cost and approach is acceptable. We recommend that the City issue a change order to Falcon General Engineering Inc. to incorporate this work into the Moonlight Beach U'RTF Contract. Should you have any questions, please do not hesitate to contact me. Sincerely e r Sean F. Manning, P.E. Richard Brady & Associates e: Katherine Weldon Meleah Ashford p 44t� l .0" "w' - 'F.- 4'peov I Sep-:6 -2012 08:08 From- T -068 P.003/006 F-181 J~` I the. (7vlrs , pa ) FALCON GENERAL ERGINEERING_, INC. S72 COLLYN STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 July 11, 2002 Richard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMS0lB Subject: Cost Proposal CP 007 Gates @ enclosure 3' wire mesh @ 45 deg angle Gentlemen, Document No. 0203 -A -23 As requested, we are hereby submitting our cost proposal to provide gates at both ends of the enclosure, and a 3' - 45- degree angle extension onto the existing chain link fence. Please note the '11J'est end of the enclosure will be have a 3' -0" full height personnel gate. The East end will have a 3' -0" full height gate inside a 7' -5" wide gate. (entire end will open to allow for service) Both gates will have dead bolt hasps to allow the installation of a padlock. 45- degree angle supports will be installed onto each existing fence post. Black PVC coated 1" weave wire mesh stretched along the entire length providing difficulty in climbing. TOTAY. COST: S 5,848.70 If you have any questio , please feel free to call. Sincerely Dale E. WinterA6ist President Falcon General Engineering, Inc. , Sep- 25 -2G02 06:09 From- T-068 P.004/008 F -181 •- O m U U I ..._ _ U U O D._�i. -:• -., ,.:., -►_ _! -i-+ -T -:.,w _ .. ' ' ^ �L ! z •< o' �r.; �� fi- ,'�'t"- .�'-�r.- 'ter- `..-i- • - •- � -r• -•i , ' Nm >� m •-./a�.i,.` , •'�I : • tea. S ^„� D N z~Q y O m O m i, rrL O b X x k x 31mmn rop O O ( 1 I A lot- , 1 T In= � �m X U O yym O N D C1 02 mr + f x yo k X X X a4 a3 C $r� OC A nm 1 1 1 r'Q <� m r D> i74`D m a;K �m mN t , 3 )rOo z „� > D w �` m T ^� ZOC OC OC QC pC tDDOv0 -ti p-510 i1 O-0 m to 0 Ni , 3ZDOOQ0000col I Vic 00DpO' i- iy�' O m m z m� X F �� ► , _ t : m N A I tY ! t, I I m ,-1—* , M p D� `_!_mil -'• � --!•� ; � - �-,•i. .L rl � a _ iPM 1' m 2 D y Z 1� 1 Sep -25 -2002 08:08 From- T -088 P.005/008 F -181 I V �I i 10! z _� rn BIZ a 1 M it ;gym 1 G) I I Irn z wmn�mmm e�o��e mill n■ mm�mm�ue�mno IINIININ� I V �I i 10! z _� rn BIZ a 1 M it ;gym 1 G) I I Irn z , sep -25 -M 08:09 From- i Ui r is i September 16, 2002 Mr. Kipp Hefner C/O Meleah Ashford Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 T -068 P.006/006 F -181 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, COR009 — Removing Existing Weir /Installing New Weir Dear Mr. Hefner: As requested, I have issued a Request for Proposal to Falcon General Engineering Inc. to remove and dispose of the existing 4" x 6" redwood weir and replace it with a new 4" x 10" redwood weir. Falcon General Engineering Inc. has submitted a proposal to complete the subject work at a cost of $730.64 (See Attachment). We have reviewed this proposal and conclude that the cost and approach is acceptable. We recommend that the City issue a change order to Falcon General Engineering Inc. to incorporate this work into the Moonlight Beach URTF Contract. Should you have any questions, please do not hesitate to contact me. Sincerely Sean F. Manning, P.E. Richard Brady & Associates c: Katherine Weldon Meleah Ashford �DOD...�'a a�► . .�mvi(,t�0 • ..y4s '' y �E��s .2PA:?3 d MO 0.100 • Sap -25 -2002 06:09 From- T -066 P- 007/008 F -181 r FALCON GENERAL ENGINEERINGr 1 N C . 572 COLLYN STREET • VISTA, CA 92083 • TEL 760/630.9570 - FAX 760/630 -3648 - STATE CONT. LIC, #54070d September 10, 2002 Richard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMS01B Subject: Cost Proposal CP 008 Remove existing 4" x 6" weir Provide and install new 4" x 10" weir Gentlemen, Document No. 0203 -A -24 As requested, we are hereby submitting our cost proposal to remove and dispose of the existing 4" x 6" redwood weir and replace it with a new 4" x 10" redwood weir. TOTAL COST: S 730.64 If you have any gypstions, please feel free to call. Sincerely President " Falcon General Engineering, Inc. r 5ep- 25 -2C,p2 09:09 From— T -069 P.009 /009 F -191 AQ .0 i rI Ia' �o es QI I a I 20- ti m $ a ,Z = cn =1 'a I-° m I O i 11 i i i I .� ! I r Z �.►rn s n �i o Z � V C 91 �r O a 2g g •I L CD r N M L W E �a C t Cl) t/1 O > �+ �L r v � W 00 Q N I _ I O O 0 O O N O V � (D LO O N N r r (Iw ooLln }o) ueew ouiew000 i o o r U) ti O M v 00 O d C w a I- O O r_ 7 V E 0 N O V r R V d LL. E O 7 V E L O t- Z V R O H O O O O LO Mixing Zone @ 06/19/2000 TC FC EC Mixing Zone @ 08/14/2000 350 50 300 Moonlight Beach 05/08/2000 16000 500 1600 18.80789 Mixing Zone @ 08/21/2000 80 8 4 Moonlight Beach 05/15/2000 20 20 2 Mixing Zone @ 08/22/2000 240 17 17 Moonlight Beach 05/22/2000 220 40 80 Mixing Zone @ 08/28/2000 50000 17000 1100 Moonlight Beach 05/30/2000 130 50 140 Mixing Zone @ 08/30/2000 500 500 170 Moonlight Beach 06/05/2000 500 500 300 2 08/31/2000 13 13 2 Mixing Zone @ 06/19/2000 500 80 50 Moonlight Beach 08/14/2000 350 50 300 Mixing Zone @ 06/26/2000 170 22 80 Moonlight Beach 08/21/2000 80 8 4 Mixing Zone @ 07/03/2000 8 2 2 Moonlight Beach 08/22/2000 240 17 17 Mixing Zone @ 07/10/2000 2 2 2 Moonlight Beach 08/28/2000 50000 17000 1100 Mixing Zone @ 07/17/2000 2 2 2 Moonlight Beach 08/30/2000 500 500 170 Mixing Zone @ 07/31/2000 140 80 14 Moonlight Beach 08/31/2000 13 13 2 Mixing Zone @ 08/07/2000 50 13 2 Moonlight Beach 09/11/2000 170 80 8 Mixing Zone @ Moonlight Beach 08/09/2000 4 2 17 Mixing Zone @ 08/10/2000 500 300 20 Moonlight Beach 09/21/2000 30 11 9 Mixing Zone @ Moonlight Beach 08/14/2000 350 50 300 Mixing Zone @ Moonlight Beach 08/21/2000 80 8 4 Mixing Zone @ Moonlight Beach 08/22/2000 240 17 17 Mixing Zone @ Moonlight Beach 08/28/2000 50000 17000 1100 Mixing Zone @ Moonlight Beach 08/30/2000 500 500 170 Mixing Zone @ Moonlight Beach 08/31/2000 13 13 2 Mixing Zone @ Moonlight Beach 09/11/2000 170 80 8 Mixing Zone @ Moonlight Beach 09/20/2000 240 34 17 Mixing Zone @ Moonlight Beach 09/21/2000 30 11 9 Mixing Zone @ 09/25/2000 2 2 2 Moonlight Beach Mixing Zone @ 09/26/2000 240 130 1600 Moonlight Beach Mixing Zone @ Moonlight Beach 09/28/2000 500 50 7 Mixing Zone @ 10/12/2000 8 2 4 Moonlight Beach Mixing Zone @ 10/18/2000 240 50 21 Moonlight Beach Mixing Zone @ 10/23/2000 7 7 30 Moonlight Beach Mixing Zone @ Moonlight Beach 10/30/2000 900 140 240 Mixing Zone @ Moonlight Beach 10/31/2000 300 50 80 Mixing Zone @ 11/01/2000 50 23 80 Moonlight Beach Mixing Zone @ 11/02/2000 11 11 2 Moonlight Beach Mixing Zone @ 11/03/2000 230 4 9 Moonlight Beach Mixing Zone @ 11/07/2000 50 22 2 Moonlight Beach Mixing Zone @ Moonlight Beach 11/16/2000 1600 70 14 Mixing Zone @ Moonlight Beach 11/29/2000 17 8 17 Mixing Zone @ Moonlight Beach 12/05/2000 50 50 2 Mixing Zone @ Moonlight Beach 12/06/2000 130 130 8 Mixing Zone @ Moonlight Beach 12/13/2000 220 22 22 Mixing Zone @ Moonlight Beach 12/19/2000 4 4 2 Mixing Zone @ Moonlight Beach 01/04/2001 300 23 22 Mixing Zone @ Moonlight Beach 01/18/2001 110 50 8 Mixing Zone @ Moonlight Beach 01/22/2001 1600 900 300 Mixing Zone @ Moonlight Beach 01/23/2001 280 13 8 Mixing Zone @ Moonlight Beach 01/29/2001 50 13 30 Mixing Zone @ Moonlight Beach 02/05/2001 2 2 4 - ". " "' " 02/12/2001 110 80 8 Moonlight Beach 05/28/2002 77 3 25 Mixing Zone @ 03/05/2001 17 8 2 Moonlight Beach 06/10/2002 137 39 17 Mixing Zone @ 03/20/2001 17 17 2 Moonlight Beach 06/17/2002 17 6 3 Mixing Zone @ 03/26/2001 30 17 11 Moonlight Beach 06/24/2002 82 19 8 Mixing Zone @ 04/02/2001 1600 900 140 Moonlight Beach 07/01/2002 35 3 2 Mixing Zone @ 04/03/2001 12 12 2 Moonlight Beach 07/08/2002 89 17 12 Mixing Zone @ 04/16/2001 130 80 8 Moonlight Beach 07/15/2002 65 49 35 Mixing Zone @ 04/23/2001 130 17 22 Moonlight Beach 07/23/2002 6 1 1 Mixing Zone @ 04/30/2001 2 2 2 Moonlight Beach 07/30/2002 36 2 4 Mixing Zone @ 05/07/2001 14 7 4 Moonlight Beach 08/05/2002 31 5 2 Mixing Zone @ 05/14/2001 11 11 4 Moonlight Beach 08/12/2002 9 64 59 Mixing Zone @ 05/23/2001 2 2 2 Moonliqht Beach 08/19/2002 137 1 63 25 Mixing Zone @ Moonlight Beach 05/28/2002 77 3 25 Mixing Zone @ Moonlight Beach 06/10/2002 137 39 17 Mixing Zone @ Moonlight Beach 06/17/2002 17 6 3 Mixing Zone @ Moonlight Beach 06/24/2002 82 19 8 Mixing Zone @ Moonlight Beach 07/01/2002 35 3 2 Mixing Zone @ Moonlight Beach 07/08/2002 89 17 12 Mixing Zone @ Moonlight Beach 07/15/2002 65 49 35 Mixing Zone @ Moonlight Beach 07/23/2002 6 1 1 Mixing Zone @ Moonlight Beach 07/30/2002 36 2 4 Mixing Zone @ Moonlight Beach 08/05/2002 31 5 2 Mixing Zone @ Moonlight Beach 08/12/2002 9 64 59 Mixing Zone @ Moonlight Beach 1 08/19/2002 137 1 63 25 Mixing Zone @ Moonlight Beach 08/26/2002 87 65 89 Mixing Zone @ 09/03/2002 Moonlight Beach 7 1 1 Mixing Zone @ 09/03/2002 Moonlight Beach 6 8 6 Mixing Zone @ Moonlight Beach 09/04/2002 57 33 28 Mixing Zone @ Moonlight Beach 09/04/2002 14 11 2 Mixing Zone @ Moonlight Beach 09/04/2002 3 2 1 Mixing Zone @ Moonlight Beach 09/05/2002 32 9 19 Mixing Zone @ Moonlight Beach 09/05/2002 24 15 9 Mixing Zone @ Moonlight Beach 09/05/2002 95 91 89 one @ Moonligh 12/13/2001 2 1 1 one @ Moonligh 01/09/2002 1 8 1 2 18 C O V 0 U a. O L J v N •L (; O V � L m •O a) C. a -= U = O O O � C O 4.0 O U O C. E M ti O �S Q co m m o a� m Q iu CD O O O O O O ° N O 0 ( °O °O 't N � r ilw ooh /njo) ueew oljlawoaE) E 0 0 3 a m V V O v O L d C w r L 0 0 r 7 V E L w O U R CD w 0 0 3 u E LO w O U is w O H V] 4) N J �L .}r v M� W O r_ O V ��4/) LPL L V C � M W L_ O c O N �L Q. E O U O O O O O 00 O N (� N ry� rn W L C U (u fn r-W& t O O O CD O O .- O r (Iw ooL /njo) ueew oialawooE) O O r 7 V N 3 V V O v O d C W O O 7 w-. V E L w O U R V d U. O O 7 w E L O !L- 6 U la r O H 4) r_ O N C �X N 4) J R �L 4) V m O co LO (3 c •� a co i W ll�^ v� L O L \H ry� W Q aL H N O C U O O e - U e U O L -�0 LL W .0 O O O .0 U M O O L d7 N r LO Ot O co N O O (Iw 00pnjo) ueeW oijlowoa!D I_ O _O 7 V U) m 0 0 0 0 O L d r _ W 1= O 0 V E O w O U v m t- 0 0 3 w V E L 0 t- 6 U is 0 H TRANSMITTAL FORM City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 -3633 7601633 -2770 FAX 760/943 -2226 Engineering DATE -'z SEND TO FAX #: /gS--F') lit' " �' �' NO. OF PAGES:-3 OF: ADDRESS: FROM: �� - PHONE: (760) 633- T 7 7 ❑ Call ASAP ❑ Review & Call ❑ Please Handle ❑ Per Our Conversation COM1 ENTS: ❑ Review & Return ra F.Y.I. ❑ Please Reply by EE NCINA \ WASTEWATER ENCINA WASTEWATER AUTHORITY Client: City Of Encinitas 505 South Vulcan Encinitas, CA 92024 Contact: Mrs. Kathy Weldon Sampler: Mr. Paul Hartman A Public Agency September 5, 2002 6200 Avenida Encinas Carlsbad, CA 92009 -1009 Telephone (760) 438 -3941 FAX (760) 438 -3861 (Plant) (760) 431 -7493 (Adm i n) Ref No. EC:02 -0296 ENCINA WASTEWATER AUTHORITY LABORATORY REPORT E.L.A.P. Certification No. 1441 Moonlight Pipe 914102 1 9:30 AM Justin Law 4,800 400 650 Moonlight Pi 9/4102 12:15 PM Justin Law 2,500 100 300 Moonlight Pi 9/4102 2:57 PM Justin Law 4,100 100 250 Moonlight Mixing Zone 9/4102 9:28 AM Justin Law 57 33 28 Moonlight Mixing Zone 914102 12:13 PM Justin Law 14 11 2 Moonlight Mixing Zone 914102 2:56 PM Justin Law 3 2 1 3"'& B Street (East) 914/02 9:16 AM Justin Law 13,000 1,400 1,800 3n0& B Street (East) 914/02 12:00 PM Justin Law 15,000 600 1,200 B Street East 9/4/02 2:52 PM Justin Law 15,000 2,400 5,800 13"'& UV Discharge 914/02 9:17 AM Justin Law <4 <4 <4 UV Discharge 914102 1 12:02 PM Justin Law <4 <4 <4 UV Discharge 914/02 2:54 PM Justin Law 0 <4 <4 Certified By: ~ V'dA ,% Date: gl-slz 72 Je Parks, Laboratory Supervisor SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT, LEUCADIA COUNTY WATER DISTRICT AND CITY OF ENCINITAS kENCINA WASTEWATER AUTHORITY County ENCINA WASTEWATER AUTHORITY Client: City Of Encinitas 505 South Vulcan Encinitas, CA 92024 Contact: Mrs. Kathy Weldon Sampler: Mr. Paul Hartman A Public Agency 6200 Avenida Encinas Carlsbad, CA 92009 -1009 Telephone (760) 438 -3941 FAX (760) 438 -3861 (Plant) (760) 431 -7493 (Adm in) September 4, 2002 Ref No. EC:02 -0294 ENCINA WASTEWATER AUTHORITY LABORATORY REPORT E.L.A.P. Certification No. 1441 Moonlight Pie 913102 9:32 AM Justin Law 3,400 100 200 Moonlight -Pi a 913102 12:12 PM Justin Law 3,700 200 1,100 Moonlight Mixing Zone 913102 9:30 AM Justin Law 7 1 1 Moonlight Mixing Zone 9/3102 1 12:14 PM Justin Law 6 8 6 3ft B Street East 913102 9:20 AM Justin Law 7,000 <1,000 1,000 3nd8 B Street East 9/3102 12:05 PM Justin Law 13,000 3,000 1,000 W Discharge 1 913102 9:21 AMIJ Justin Law <10 <10 <10 W Discharge 1 913102 1 12 :06 PMJ Justin Law I <10 <70 <10 Arai/) 111110Z Certified By: Date: JeW Parks, Laboratory Supervisor SERVING THE CITY OF VISTA, CITY OF CARLSBAD, BUENA SANITATION DISTRICT, VALLECITOS WATER DISTRICT, 1 FI IC'AnIA r()I INTY WATFR nISTRICT ANn PITY ()F FNrINITAS CITY OF ENCINITAS AGENDA REPORT CITY COUNCIL Meeting Date: May 22, 2002 FOR YOUR RECORDS IFMM Carp CW* TO: City Council f _! VIA: Kerry L. Mille Ci Manager FROM: Peter Cota - Robles, Director of Engineering Services SUBJECT: Award of contract for Moonlight Beach Urban Runoff Treatment Facility to Falcon General Engineering in the amount of $ 432,511.00. (CMD 02B) BACKGROUND: Cottonwood Creek, which discharges into the ocean at Moonlight Beach, has had a high bacteria count for years which has raised health concerns for the public who use Moonlight Beach. Consequently, the City has proposed to construct a treatment facility in the existing pump station at the southeast corner of Third Street and B Street. During low flows in the creek, water will be pumped to the treatment facility where it will go through a filtering process and then be exposed to ultraviolet light, which will kill the bacteria in the water. The water will then be pumped back to the creek at the discharge point with the ocean. This storm water treatment project is one of the first of its kind in both the state and the country. DISCUSSION: On May 2, 2002 three bids were received for the construction of the proposed project. The Engineer's estimate is $500,0004600,000. The bids were as follows: Falcon General Engineering $432,511.00 Jet Construction, Inc. $497,250.00 Zondiros Corp. $556,100.00 SCW Contracting Corp $558,000.00 FISCAL IMPACT: There are sufficient funds to construct the project. The City received a State Water Resources Control Board Clean Beach Initiatives Grant in the amount of $814,000 for the project. There is 15% matching funds, which the City will cover through in -kind services. RECOMMENDATION: It is recommended that the City Council award the Moonlight Beach Urban Runoff Treatment Facility contract to Falcon General Engineering in the amount of $ 432,511.00. August 15, 2002 Project No 621903.02 Invoice No 0167344 Attention: Mr. Leroy Bodas City of Encinitas 505 South Vulcan Avenue Encinitas CA 92024 -3633 Project Manager: Jim Rasmus Encinitas Project # CMDOOC Project: 621903.02 Moonlight Beach Add. Construction Svcs. Professional Services: July 1, 2002 through July 31, 2002 Fee Total Fee $2,680.00 Percent Complete 100% Total Earned $2,680.00 Previous Fee Billing $0.00 Current Fee Billing $2,680.00 Total Fee $2,680.00 Total this invoice $2,680.00 Billings to date Current Prior Total $0.00 $2,680.00 Fee $2,680.00 Totals $2,680.00 $0.00 $2,680.00 f' . C Ko©Z43 tJ Project: 621903.02 Moonlight Beach Add. Construction Svcs. Invoice No 0167344 Please reference the invoice number with your payment. Payment is due and payable upon receipt of invoice. Interest will be charged in the amount of 1 1/2% per month on the unpaid balance beginning 30 days after the original invoice date. Please Remit Payment to our lockbox @: PBSJ, File 57024, Los Angeles, CA 90074 -7024 Telephone: (760)753 -1120 Fax: (760) 753 -0730 Page 2 JANUARY - MARCH. 2002 PLANT FLOW DATE SAMPLE Total Daily and at SAMPLE UV FLOW p0 E. coli ENTEROCOCCI NUMBER Time of Sampling TIME (gpm) LEFLUENT EFFLUENT LOG INFLUENT EFFLUENT LOG (MGD) 'c /100m1) (fc /100ml) REDUCTION (c/100ml) (c/100ml) REDUCTION 1/22/02 EFF #1 1.68/2.8 12:13 725 1/22/02 --F22/02 IN 41 1.68/2.8 12:15 725 - 4 3.4 EFF #2 1.68 / 28 12:21 756 9,000 - _ 1/22/02 EFF 93 1.68 / 2.8 1227 548 2 3.7 1/22/02 EFF 44 1.68 / 2.8 12:31 546 ND ( <2) 3.7 1/22/02 EFF #5 1.68/2.8 12:39 436 7 3.1 1/22/02 EFF #6 1.68/2.8 12:41 445 ND ( <2) 3'7 1/22/02 IIV #2 -1.68/2.8 12:44 710 ND (<2) 3.7 1/23/02 -7/23/02 Influent 3.27/ 3.5 r 10:50 782 i WW- * E Effluent 3.27/3.5 10:53 796 2,400 ;. 50 1.7 1/24/02 Influent 4.04/3.0 10:59 726 F3 : r �:• • �• ]/24/02 Effluent 4.04 / 30 11:00 720 _ 1/28/02 Influent 109 / 2.6 11:00 732 9" 1/28/02 Effluent 2.09 / 2.6 11:08 732 90,000 1,700 <) 4 N 2 1/29/02 Influent 1.72 / 2.3 10.50 730 ` 'I �' -• - �• •� 1/29/02 Effluent 1.72/2.3 11 00 730 50,000 24000 , - - ND (<2) 44 4 1/30/02 Influent 1.78 / 1.9 10:45 730 y . , 1/30/02 Effluent 1.78 / 1.9 11:00 730 50,000 7,000 7777777777 7�7 2 8 300 1/31/02 Influent _ 1.6 / 1 9 10:45 730 °� "'•E- °(tEE �� 1/31/02 Effluent 1.6/ 1.9 1100 730 00,000 - - 17,000 - _ i,r_ 13 3.1 2/27/02 Influent 1.2 / 1. 7 10:55 730 2/27/02 Effluent 1.2 / 1.7 11:00 730 16,000 1,700 0 21 5 3/6/02 Influent 13/1.7 11:05 730 -- 3/6/02 Effluent 1.3 / 1.7 1 1:10 730 40,000 240,000 3/6/02 Effluent 1.3/ 1.7 1120 730 1,600 2.2 300 2.9 3/6/02 Effluent 1.3/ 1.7 1 128 730 > 1,600 2.2 350 2.8 500 2.7 500 2.7 Notes: To determine log reduction on ND ( <2), the effluent value was set to two (2). To determine log reduction on > 1,600, the effluent value was set to 1,600. For samples collected on 1/22/02, there are two log reductions. The first one is based on a ( - ) means that no analysis was performed Clear Creek ( j Svstems, hic 4 CLEAR CREEK SYSTEMS, INC. CITY OF LAGUNA NIGUEL STORMDRAIN J03P02 URBAN RUNOFF TREATMENT SYSTEM: ANALYTICAL RESULTS Date INFLUENT/ EFFLUENT Total Coliform Fecal Coliform E. Coli Enterococcus 3/27/01 Effluent 3 <1 j <1 <1 3/27/01 Effluent <1 <1 <1 <1 3128/01 Effluent <1 j <1 <1 <1 3129/01 Effluent 8 <1 <1 <1 4/16/01 Effluent 30 <1 <1 <1 4/17/01 Effluent <1 <1 <1 <1 5/1/01 I Effluent <2 ! <2 <2 <2 j 5/11/01 Influent 26,000 11,000 j 9,000 5/11/01 ! Effluent 900 170 80 5/14/01 Effluent ! < i <1 <1 <1 5115/01 Effluent <2 <2 <2 1 <2 5117/01 Influent 40,000 5.000 5,000 4,000 5/17/01 Effluent 6 j <1 ! <1 <1 5/19/01 Effluent 5 <1 <1 <1 5121/01 Influent 120,000 9,000 ! 8,000 8,000 5/21/01 Effluent 30 <1 <1 <1 5/21/01 Influent 130,000 9,000 8,000 9,000 5/21/01 Effluent 150 ' 9 <1 9 6/5/01 I Effluent 70 ! <2 <2 <2 6/5/01 Effluent 90 11 11 21 6/15/01 ! Effluent <1 ' <1 6/28/01 j Effluent 20 I <2 i 7/03/01 Effluent <2 <2 <2 <2 I 7/10/01 Influent 110,000 21.000 13,000 21,000 i 7/10/01 Effluent 1,600 240 240 1,600 I 7/17/01 Influent 260,000 11.000 j 9,000 13,000 7/17/01 Effluent 1,600 50 30 500 I 7/24/01 Effluent 1 <2 <? <2 <2 8/14/01 Effluent <2 ! <� <2 <2 9/18/01 Effluent 11 ! <2 <2 <2 1 118/02 Effluent <2 <2 <2 <2 2/12/2 Effluent i 1 I <2 <2 <2 311212 Effluent j 90 <2 <2 <2 All of the above analysis were conducted by Sierra Laboratories, Inc. Testing Methods: Total Coliform; SM 9222 B; Fecal Coliform, SM 9222 D; E. Coli, SM 9222 D; Enterococcus, SM 9230 B - _ city of Encinitas August 8, 2002 PBS &J Attn: Paul Cooley, P.E. 175 Calle Magdelena Encinitas, Calif. 92024 Re: Moonlight Beach Urban Runoff Treatment Facility (CMD02B) Dear Paul: Thank you for your letter dated July 29, 2002. We appreciate the work performed by PBS &J during the design of the above referenced project, and the concerns raised in your letter. For a variety of reasons, the City selected another Construction Manager for this project. At this time, we have no need for additional Construction Management services, or for submittal review. In regards to your concerns about design changes made during construction, we can assure you that our Construction Manager has addressed your concerns, and is confident that the changes made are more than adequate to give the City a finished product that will meet or exceed requirements. Furthermore, in regards to your concerns regarding the Clear Creek System equipment, which includes no bag filters and smaller sand filters, I need to point out that it was PBS &J's Office Engineer, Jeremy Clemmons, who approved this alternate to the original design during the bidding process. Again, the City appreciates the work that PBS &J did for us during the design of the project, and we hope you will join us for the ribbon cutting ceremony in September. We look forward to working with you on future City projects. Should you have any further questions or concerns, please feel free to contact me at (760)633 -2770. S' cerely, r) �' 2 �_ U -t -- . T . Peter Cota - Robles Director of Engineering cc: Jace Schwarm Kathy Weldon Glenn Sabine TEL 76(-) -r;33 -2600 FAX -60- 633 -262- 5105 S. VUIC;11l Av cnue. E..ncimtas. California 92024 -3()33 TDD 760 - 633 -2700 recycled paper T RANSMITTAL FORM FAX 760/633 -2818 City of Encinitas Engineering 505 S. Vulcan Avenue Encinitas, CA 92024 -3633 760/633 -2770 DATE 7 6 z-- . SEND TO FAX #: C7�a� 7� �' - o� NO.OF PAGES:_z J L. TO: OF: ADDRESS: b6 -E HONE: L7601-633---2 ' 7 FR OM: 2 ❑ Call ASAP ❑Review &Call ❑ Review & Return F.Y.1. [3 per our Conversation ❑ please Reply by ❑ please Handle COMMENTS city of Encinitas August 8, 2002 PBS &J Attn: Paul Cooley, P.E. 175 Calle Magdelena Encinitas, Calif. 92024 Re: Moonlight Beach Urban Runoff Treatment Facility (CMD02B) Dear Paul: Thank you for your letter dated July 29, 2002. We appreciate the work performed by PBS &J during the design of the above referenced project, and the concerns raised in your letter. For a variety of reasons, the City selected another Construction Manager for this project. At this time, we have no need for additional Construction Management services, or for submittal review. In regards to your concerns about design changes made during construction, we can assure you that our Construction Manager has addressed your concerns, and is confident that the changes made are more than adequate to give the City a finished product that will meet or exceed requirements. Furthermore, in regards to your concerns regarding the Clear Creek System equipment, which includes no bag filters and smaller sand filters, I need to point out that it was PBS &J's Office Engineer, Jeremy Clemmons, who approved this alternate to the original design during the bidding process. Again, the City appreciates the work that PBS &J did for us during the design of the project, and we hope you will join us for the ribbon cutting ceremony in September. We look forward to working with you on future City projects. Should you have any further questions or concerns, please feel free to contact me at (760)633 -2770. S' cerely, Peter Cota - Robles Director of Engineering cc: Jace Schwarm Kathy Weldon Glenn Sabine Kipp Hefner Ow , TEI. 760- 033 -2600 FAX -6u 633 -262- SOi S. Vulcan Ax enue_ Endrw:i�s. Cnhforni. 9202=+ 3633 TD) 760- 633 -2700 �� recycled paper Jul- 29-2002 0 :49pm From -PBSJ t � DATE: July 29, 2002 TO: Leroy Bodas, City of Encinitas FROM: Paul Cooley SUBJECT: Moonlight Beach Urban Runoff Facility T -770 P.001 /004 F-919 FACSDIILE COVER SHEET I PROJECT NUMBER: i FAX NUMBER: FAX NUMBER: TOTAL NUMBER OF PAGES (including this cover sheet): 4 ennrrinfJAf r- nMMFNTS / INSTRUCTIONS: The attached letter will be sent in hard copy form as well. cc: 0201621903.01 760 - 633 -2627 760- 753 -0730 IF YOU DO NOT RECEIVE ALL OF THE PAGES LISTED ABOVE, PLEASE CALL AS SOON AS POSSIBLE FOR RETRANSMISSION: PHONE: (760) 753 -1120 FAX: (760) 753 -0730 THANK YOU. NA020\621903.011KmtIs1MAP JUL2902 Mnlgt Bch Urbn Rnoff Fac Ltcdoc OPERATOR USE ONLY I "IV I SENT: Date: _ Time: ��• Initials: JPA -O GA100 -12/00 175 Calle Magdalena Encinitas, CA 92024 (760)753 -1120 (760053 -0730 facsimile Jul -29- 2002 ."3:49pm 'ram —PBSJ I An employee -owned company July 29, 2002 Mr. Leroy Bodas City of Encinitas 505 South Vulcan} Encinitas, CA 92024 SUBJECT: Moonlight Beach Urban Runoff Facility Mr. Leroy Bodas: T -778 P.002/004 F -919 We have all enjoyed working with you and your staff on the very successful completion of the' design, grant application process, and bid phase for the Moonlight Beach Urban Runoff Facility. We believe that our efforts have helped the City of Encinitas obtain the grant funding, a highly functional design targeting your goals, and a competitive bid from a qualified Contractor. The bid for the project was well under our estimated cost with contingency. All of this is very positive news for this very progressive, and highly publicized facility. Based on this, we had assumed that we would be called on to assist the City with technical issues during the construction of the facility. To this end, we submitted a scope and fee to your staff and have revised our proporal to incorporate feedback from your staff. - Afterwards, we have received indications from staff that there is not enough budgeet to cover our services. We have atteu�pted to work with the staff to both meet your budget constraints and satisfy the needs of the project. While we can respect your budget challenges, we would like help you maintain the intent of the design through the construction phase. At this point, we have attended the pre - construction meeting and performed several other tasks during the early stages of construction. Several submittal packages have also been sent to us. Prior to commencing work on the review of these submittals, we would like to be assured we will be compensated for our time. We would also like to determine the extent of our efforts required by the City. Based on recent discussions and the limited informat }on available to us, we are concerned that the intent of portions of our design are being significantly changed during construction. Making these changes could significantly degrade the performance and operational flexibility of the facility. 175 Cale Yagdal�na • Encinitas, California 92024 • Telephone; 760.753.1120 7 Fax; 760.753.0730 • www.pbsj.com Jul- 29-2002 .13:50pm From -PBSJ Mr. Leroy Bodas July 29, 2002 Page 2 of 3 T -778 P- 003/004 F -919 Several significant changes we observed in the limited information we have received to -date include: 1. Sand Filte ;s. The original design includes two 42-inch diameter by 48 -inch long stacked horizontal filters. However, the equipment proposed by the contractor includes two smaller 30 -inch diameter vertical filters and larger filter media. These changes, which reduce the > otal filtration capacity by more than 60 percent, are expected to result in significantly shorter filter runs, more frequent backwashing, a greater likelihood of filter breakthrough, lower removal efficiencies and less reliable filter performance. These factors will ultimately lead to a reduced reliability of the disinfection process and will likely require a greater amount of operational attention. The submittals also indicate that these filters will require comprgssed air for automation of the filter backwash process. As such, an air compressor will be required. Such equipment was not included in the original design and will likely require additional maintenance over the life of the project. 2. Bag Filters. The original design includes two bag filters downstream of the sand filters. We understand that the contractor is proposing not to provide these filters. The intent of the bag filters is to pfovide additional flexibility and reliability by allowing the City to improve the performance of the disinfection system during periods of fluctuating water quality. Since particle removal and filter performance are critical to successful and reliable disinfection, we recommend that the bag filters be installed as originally designed. It is important to note, however, that the changes proposed by the contractor for the sand filters may require additional bag filters should the smaller filters and larger filter media be approved. 3. Selection of UV Disinfection Unit. While the type of UV disinfection units proposed by the contractor appear to be consistent with the original design, the size of the units may not be large enough to meet specifications. The contractor did not include all of the information required in the specifications for this equipment, including dose calculations, criteria for lamp output at end of lamp life, criteria for UV transmission thrqugh the quartz sleeves, etc. Without this information, it is not possible to determine if the UV disinfection units proposed by the contractor are large enough to achieve the necessary UV doses under varying water quality and operational conditions. To help ensure that sufficient disinfection capacity is provided, we strongly recommend that the contractor provide all the information required in the specifications to the City for review prior to approval or installation of this equipment . Jul -29 -2002 .13:50pm From -PBSJ Mr. Leroy Bodas July 29, 2002 Page 3 of 3 T -778 P.004/004 F-919 4. Other Sub¢titutions. In early discussions with the contractor and supplier, we had he4rd of proposed requests to provide a substitute for the pinch valve, relocate the wet well, and make several changes to the operation of the pumps. We have not been provided any details on these changes, but we would recgmmend discussing this matter with us prior to accepting these substitutions. We have carefully thought through the intake and pumping system, along with the operational needs of the treatment facility and incorporated these into our design. Like your staff, we are committed to the ongoing success of this project. Please call me or Mr. Jim Rasmus so we can discuss these items further. Very truly yours, Paul E. Cooley, P.E. Vice President PEC:JR:mkac N:\020\621903.01Utters\MAC JUL2002 Moonlight Beach Letter.doe TRANSMITTAL FORM FAX 760/943 -2226 City of Encinitas Engineering 505 S. Vulcan Avenue Encinitas, CA 92024-3633 760/633 -2770 / END TO FAX #: NO. OF PAGES G "Z_ S DATE 7 /-3° TO: S� OF: _--=' ADDRESS: FROM: �--- pz )) of C PHONE: 760 633- 277 ❑ Call ASAP ❑ Review & Call ❑ Please Handle ❑ Per Our Conversation COIvIIviEN1' ❑ Review & Return to F.Y.I. ❑ Please Reply by oo�uC-, AT f /V' rr GI C_(1 Lr CALIFORNIA PRELIMINARY NOTICE I No: 04 IN ACCORDANCE WITH SECTION 3097, 3098, AND 3111 OF THE CALIFORNIA CIVIL CODE (as amended by Assembly Bill 4092, effective January 1, 1997) THIS IS NOT A LIEN OR A REFLECTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. YOU ARE HEREBY NOTIFIED THAT ... CONSTRUCTION LENDER or MERLI CONCRETE PUMPING Reputed Construction Lender, if any UNDETERMINED FOLD HERE JOHN MALONEY & ASSOC. BOND NO. 08035479 2434 VINEYARD ESCONDIDO, CA 92029 OWNER or PUBLIC Agency or Reputed Owner (on public work) (on private work) CITY OF ENCINITAS 505 S. VULCAN ENCINITAS CA 92024 FOLD HERE NOTICE TO PROPERTY OWNER If bills are not paid in full for the labor, services, equipment, or materials furnished or to be furnished, a mechanic's lien leading to the loss, through court foreclosure proceedings, of all or part of your property being so im- proved may be placed against the property even though you have paid your contractor in full. You may wish to protect yourself against this con- sequence by (1) requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or (2) any other method or device which is appropriate under the circumstances. ORIGINAL CONTRACTOR or Reputed Contractor, if any FALCON GENERAL ENGINEERING 572 COLLYN STREET VISTA CA 92083 (name of person or firm furnishing labor, services, equipment or material) 1331 DISTRIBUTION WAY (address of person or firm furnishing labor, services, etc.) VISTA. CA. 92083 has furnished or will furnish labor, services, equipment or materials of the follow- ing general description: CONCRETE PUMPING (general description of labor, services, equipment, or materials MOONLIGHT BCH URBAN RUNOFF TREATMNT . furnished or to be furnished) for the building, structure or other work of improvement located at: 3RD & B STREET /CT. #CM50IB (address or description of the job site ENCINITAS, CA sufficient for identification) The name of the person or firm who contracted for the purchase of such labor, services, equipment or material is: FALCON GENERAL ENGINEERING (name and address of person or firm) 572 COLLYN STREET VISTA CA 92083 An estimate of the total price of the labor, services, equipment or materials fur- nished or to be furnished is: $h"), &Zr CIO (ESTIMATE) (dollar amount must b6 furnished to construction lender, optional as to owner or contractor) Notice is hereby given of a collective- bargaining agreement to pay supplemental fringe benefits into an express trust fund or funds as described in section 3111. These funds are listed as follows: OPERATING ENGINEERS TRUST FUND (name) (address) OrAl 11;1 ROB (name) (address PROOF OF SERVICE AFFIDAVIT John Ca &11 Q" 1,1- CALIFORNIA CIVIL CODE) I . declare that I served copies of the above PRELIMINARY NOTICE (check appropriate box). (a) ❑ By personally delivering copies to w d) at on 20 , at m• (b) fYay First Class Certified or Registered Mail service, postage prepaid, addressed to each of the parties t the address shown above 0i On 20 I declare under pen I .o6evf that the foregoing is true and correct. Signed at 01/17102 1 rid California on 20 d -7- /7- oz- NANRE OF PER90N MAI(INC SENwCE (dW) 2003872 CALIFORNIA PRELIMINARY NOTICE THIS IS NOT A LIEN THIS NOTICE IS GIVEN PURSUANT TO SECTIONS 3097 AND 3098. CALIFORNIA CIVIL CODE. THIS IS NOT A REFLTION ON THE INTEGRITY OF ANY CONTRACTOR OR SUBCONTRACTOR. You are hereby notified that the CLAIMANT named below has furnished or will n "o furnish labor, professional services, materials, machinery, fixtures or tools of the following general description: CONCRETE, AGGREGATE, ASPHALT AND RELATED MATERIAL The Name and Address of the Owner or in the construction, alteration or repair of the building, structure or improvement Reputed Owner is: located at Reputed 130395/80887 MOONLIGHT BEACH RUNOFF TREATMENT e # 233267 CERTIFIED# 70020860000110092620 3 RD & B STREET CITY OF ENCINITAS ENCINITAS /CA 505 SOUTH VULCAN AVENUE in the construction, alteration or repair of the building, structure or improvement ENCINITAS, CA 92024 located at SAN DIEGO COUNTY, CA, legally described as follows: 3 RD & B STREET The Name and Address of the Original Contractor is: (760) 630 -9570 CERTIFIED# 70020860000110092637 FALCON GENERAL ENGINEERIN 572 COLLYN STREET VISTA, CA 92083 The Name and Address of the Reputed Lender and /or Bonding Company is: Bond # 03035479 Certified# 70020860000110092644 JOHN MALONEY AND ASSOC 2434 VINEYARD AVENUE ESCONDIDO, CA 92029 The Name and Address of the Person with whom the Claimant has Contracted is: (760) 630 -9570 FALCON GENERAL ENGINEERIN 572 COLLYN STREET VISTA, CA 92083 This Preliminary Lien Notice has been completed by: PALOMAR TRANSIT MIX CO. PO BOX 461179 ESCONDIDO, CA 92046 -1179 An estimate of the total price of the labor, professional services, materials, machinery, fixtures or tools furnished or to be furnished is:$1,500.00 . Notice to Property Owner: If bills are not paid in full for the labor, services, equipment, or materials furnished or to be furnished, a mechanic's lien leading to the loss, through court foreclosure proceedings, of all or part of your property being so improved may be placed against the property even through you have paid your contractor in full. You may wish to protect yourself against this consequence by (1) Requiring your contractor to furnish a signed release by the person or firm giving you this notice before making payment to your contractor or (2) Any other method or device that is appropriate under the circumstances. Date: Tuesday, July 09, 2002 By: Prelien M 233267 2003872 Accurate Lien & Contractor Assistance, Inc., 6210 E. Thomas Rd. Suite 203 Scottsdale, AZ 85251 -7056 (480) 941 -0844 i July 25, 2002 Mr. Kipp Hefner Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, COR006 — Electrical Conduit Relocation Dear Mr. Hefner: Richard Brady & Associates issued Field Order 1 (See Attachment 1) for the subject work on June 26, 2002. The existing electrical conduit and potable water hose bib were in conflict with the foundation pad at the new treatment facility enclosure location. Field Order No. 2 directed the contractor to relocate the existing electrical conduit and potable water hose. The total cost for the relocation work is $1,399.71 (See Attachment 2). Also included it the cost to bring a/4 rock concrete pump for the concrete placement. Therefore, we recommend that the City issue a Change Order to the Contract between the City of Encinitas and Falcon General Engineering Inc. for $1,399.71 for the relocation of the existing electrical conduit and potable water hose bib. Should you have any questions, please do not hesitate to contact me. Very truly yours, Sean F. Manning, P.E. Richard Brady & Associates ` c: Katherine Weldon Meleah Ashford 40/� , /s�i��i� ��ii�itir , �ir.ri� , �ii� ,e,?O • . �ie- .1ie� �� +itieur- �,�7,r`'9 AntctuAE-tir. rl°C zerzrz aova' zo�tin i Project Title / "t OONL Project No. 9�AA A& • CZS Contract No. r Contractor � �Af -A!&� �6 iNF�� It N6 h1G . Order No. Contract Date FIELD ORDER You are hereby authorized and instructed to effect the following modifications of the contract for the foregoing named project: n 0 &t o. Maximum cost $ `J 3 I (. T or minimum credit $ This form shall be used only for the issuance of emergency instructions to the Contractor where the time required for preparation and execution of a formal Change Order would result in delay or stoppage of the work, or would allow a hazardous condition to exist. A duly authorized Change Order shall replace this Field Order as soon as possible and shall bear appropriate reference to this Field Order. 1 DISTRIBUTION Contractor I Proi. Mgr. 3. Field Office 4. Files i Owner CM 1 101 (Revised 2/26/96) (v 2 6 02 2 Date Resident Project Representative Date Contractor's Authorized Representative LC'' N E ENG VEER N G. MiC. 572 C:OLLYN ST., VISTA, CA, 92083 STATE CUNT. LIC. 4 540704 (760) 630 -9570 FAX (760) 630 -3648 TO: Sean Manning RECEIVED COMPANY: Richard Brady & Associates FAX: 858/ 496 -0505 TEL: 858/ 496 -0500 � um FROM: Dale E. Winterquist RICHARD BRADY & ASSOCIATES DATE: 6/24/02 TOTAL PAGES INCLUDING THIS COVER PAGE: 3 Sean, Attached, please find our cost proposal to relocate the existing electrical conduit and hose bib. I'll mail the original. Thank -you Please feel freelto call me with any questions or comments. Dale E. Winterquist President Falcon General Engineering, Inc. June 24, 2002 Ar*cm - Z ®N GENERAL ENG1HEERiNG,, INC. ! STREET •VISTA, CA 92083 TEt 760/630 -9570 • I-AX 760/630 -3648 • STATE CONT. UC. 4540704 Diehard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego; Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMS01 B Subject: Cost Proposal CP 004 Relocate existing electrical and hose bib Gentlemen, Document No. 0203 -A -019 We are here -by submitting our cost proposal to relocate the existing electrical conduit and potable water hose bib which are in conflict with the foundation pad (a; the new location of the treatment facility enclosure. Also included is the cost to bring a %" rock concrete pump which now will be required for the concrete placement. TOTAL COST: S 1399.71 If you have any ques ns, please feel free to call, Sincerely Dale F_ Winter St President Falcon General Engineering, Inc. o m o Ompip��oti OI Io aN W fn w wHiN lw bo), wl eA ►� .I I w w I w N i 10 IIII g o ► lol Z 131 1 1� t � NI ► I I°"I'"! I I�► I I � n � Pli!I� ��II W I l W �I i_I I� ► W Zp�l i l� I I ► Vlpl I W D •I l i I I► I ZIOC a Ig v I I I 1I W W I I�I � "° h a►INIw I O1I 4 z►I~ r r ►'.I ii O o ILL► E I �= I D ZI QI ( I I ! 'CLU Q Imo► II!!I�il'UJ Ial I4 �I� Iw' ICI la " O c I ! ;,c,' W U !J LL a u �!Y alai ►C3 ► I !�Iv 92 YW dr ul I f 31 I {�lu�a Ito V I I I ! - I OWAW V-1421, / July 25, 2002 Mr. Kipp Hefner Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility Change Order Request, COR007 — Treatment Enclosure Floor Drain Dear Mr. Hefner: Richard Brady & Associates issued Field Order No. 2 for the subject work on June 26, 2002. Field Order No. 2 for the deletion of the floor drain and 2 -inch PVC drain line, and the realignment of the 1 -inch drain to connect with the 4 -inch PVC drain would incur no additional cost (See Attachment). Therefore, we recommend that the City issue a Change Order to the Contract between the City of Encinitas and Falcon General Engineering Inc. for the deletion of the floor drain and the treatment facility enclosures' 2- inch PVC drain line. The change order also includes the realignment of the 1 -inch drain that connects to the 4 -inch PVC enclosure drain. Should you have any questions, please do not hesitate to contact me. Very truly y urs, Z- Sean F. Manning, P.E. Richard Brady & Associates c: Katherine Weldon Meleah Ashford !9/ ;� , �ri�r� �ri��o�r- ._wril .i rG •i�� 1 .9e72� Project Title OONL FIELD ORDER Order No 2 Project No. Qi a 12 5- opt Contract No. Contract Date Contractor Aw,F...., �" :r— , -.. uilly for the issuance of emergency instructions to the Contractor where the time required for preparation and execution of a formal Change Order would result in delay or stoppage of the work, allow a hazardous condition to exist. A duly authorized Change Order shall replace this Field Order as soon as Possible and shall bear appropriate reference to this Field Order. or would DISTRIBUTION I. Contractor 2. Proi. Mgr. oZ I Field Office Dat a. Files Resident Project Represent Ive S. Owner Date Contractor's Authorized Representative CM 1 101 (Revised 2/26/96) PROCESS AREA ENCLOSURE -- SEC SCALE; 3/4" = 1' -0" -PVC R D VC POWER JE CLEARANCE REQ'D FOR CONTROL PANEL ACCESS (MIN OF 4 FEET ' BOTH DIRECTIONS) STARTER PUMq IMP CONTROL NO. 1 NEL- --i -- - - - - - - - - z:o /ANu FILTER HSF -1 4 -RWS -PVC 4 -RWS -PVC ULTI VIOL CHAM UVC July 22, 2002 Mr. Kipp Hefner Project Manager City of Encinitas 505 South Vulcan Ave. Encinitas, California 92024 -3633 Re: Moonlight Beach Urban Runoff Treatment Facility (URTF) Request for Deviation Dear Mr. Hefner: The Contractor has requested a deviation from the specifications for the following electrical control components: Ultrasonic Level Transmitter Roto -X Flow Sensor Level Float Switches Programmable Logic Controller I have read the attached information concerning the proposed equipment deviations and have no exceptions concerning this request. The proposed equipment appears to meet the intent of the design and the Contractor's control system integrator has experience with the subject equipment. This experience is important to insure a superior quality installation and smoother start-up and testing phase. Please review the attached letter and equipment cut sheets and let me know if you have any comments concerning this request. I await your direction concerning this matter. Should you have any questions, please do not hesitate to contact me. Sincerely, 9- Sean F. Manning, P.E. Construction Manager c: Katherine Weldon Meleah Ashford 4�G.J . /f�ii�� irie�iiie . �iriril . %i� ,r',i'G • , �ii -Jiie� ,- ��i� �tie�i� �,�'1,�'9 ,T� �P.��P� !JG' / /.EGG • . fir ��J� 4 /fi' /�G� Jul,, -15 -02 OS:09A Joe Ganvon Clear Creek Systems 4101 Urtion Avenue Bakersfield, CA 93305 Re. Moonlight. Beach Urban Run -Off Treatment Facility Submittal information Joe, 7/15/02 I wanted to the re- submit to you some of the items that were discussed in e-mail and subsequent conference call that we had with Scan Manning the Project Manager. The followitV items required additional submittal infonmation, and in some cases will need to resubmitted as 'substitutes.' The items in question are the Ultrasonic level 'Transmitter, Rotor -X Flew Sensor, Pressure Transmitter. Level Switches -Float Type, and the PLC. I will provide additional information for reference for all of the items that will be discussed herein. Ultrasonic Level Transmitter: (Sec 16700A -5) For this instrument we have specified the LU20 -5001 Ultrasonic Level Transmitter that is manufactured by Flowline in Los Alamitos California. This is a 2 -wire Loop Powered transmitter that is capable of sending a signal up to 1000' frorn the installation to the panel. This unit derives all necessary power directly from the panel and inputs an analog signal directly into the PLC. There would be no need to power the unit locally with 120VAC. as it can receive the necessary 24 VDC from the PLC in the panel. As far as relay outputs are concerned, we provide all necessary relay, and ana log. ou[puts directly from the, plC as opposed to a separate unit_ The unit has a range of 18 feet, which is well beyond the depth of the well, and is housed in a NerTla 4X Rnclosure. Additionally, we have years of experience integrating this unit within our PLC based control panels. Support for this product is excellent, technical as well field service are very close by in the event that they would be required_ Status is Stock. Roto -X flow Sensor: (Sec 16700 Added Item) The CF Signet 3- 2536 -YO insertion design paddlewheel flow meter is what we Ilave selected for a number of reasons. This unit senses flow over a range of 0.3 feet per second up to 20 feet per second. The unit can be interfaced with a panel mounted or remotc /integrally mounted transmitter that can provide additional totalizing functions. However, in order to provide you with 'Average Daily blow Rate (gpm), Total Daily Volume (gal), and Total Monthly Volume (gal.) we would have to add a real time clock module that. is not standard, plus add a PLC program to perform the above mentioned functions. We can give you more custorn functionality for the price by taking the input directly into the PLC: and writing the additional program. Again. this product has an unsurpassed field service and support mechanism locally. ,Should a more robust unit he P.02 Jul -15 -02 013:10A required, a similar unit the 3- 2540 -1 is available in 316 SS or Brass for a modest up charge. Status is stock. Level Switches - Float Type: (Sec 16700 A -14) The requested unit is no longer available from Gerns Sensors (formerly Warrick Controls, Incorporated.) The replacement unit is the Series M Mechanical float Level Switch. I am including in this transmission a copy of the Specifications for this Non- Mercury Switch. Status is Stock Cu? manufacture. Programmable Logic Controller (PLC): The PLC that we are proposing is the Allen Bradley Microl.ogix 1500 programmable logic control platform_ This platform has ample features, processing power and 1/0 options to successfully perform t.hc requirements of this pump station control. The list, of features and benefits arc: too long to list and i would ask that you reference the included literature. We have selected this unit for is size, power and options. It is ahovu all capable, reliable, offers expandability well beyond the scope of this project. Additionally, we have selected a platform that has the most extensivc service and support structure in the nation. The size of this system allows us to use a much smaller Nenia 4X panel, yet maintain the reliability and performance that your customer will demand on this project! We have numerous installations in Southern California and around the country; hence we have developed a trernend<lus knowledge and understanding of what works with this unit and the extentt of its' capabilities. We are confident that this application will be easily handled by this PLC and will work well with the selected components, *Status is Stock 0 Vendor, Joe, I world like too take a minute to invite you, the Project. Manager and a representative of the Owner to our facility in Chatsworth to see some examples of our systems and have any of their questions or concerns answered in full detail! Joe, should you have any additional questions. please do not hesitate to contact rite directly at 818- 519 -7309. Regards, Greg Garcia Ryan Herco Products District Sales Manager ggarcia@)ryanherco.com 818- 973 -2601 Office 818 - 519 -7309 Cell P.03 Jul-15 -02 08:10A Series M. Mechanical 'Tilt_ Float Level Switch P_04 :WaRRic0l FLOAT LEVEL SWITCH ► Non Mercury Switch ' ► Seined Cable ► Impact & Corrosion Resistant ABS Shell ► N.O., N.C., SPDT Contacts ► Various Cable Lengths ► Color Coded Body Designed for level control and alarm applications in difficult liquids IIt' such as sewage and wasty water. Series M mechanical tilt floats are ideal for applications where the presence of rTlercury is a concern. Series M Switches have impact resistant ABS shell and Ili neoprene jacketed cahle. Cord 1G yauyc 2 w 3 ctirrductm S IOW Oil ReSiStant CPL Contact Rating 13 urnp e- 1701240 VAC 1/2 hp Contact Design SPST. Normally Open or Normally Closed (.)lrrriitln with N.O. n N.C, (form C) Temperature Rating 32 F to 221'17 (0`C to 105'(;) Overall Weight — 1.0 IDS. (not inCludiny weight) - Tether Method Ito -wrap nylon, weight: 2.S lbs. Approvals U 1. Recognized, CSA Cuu. DiInoI)si'.rrs I. — ::uH —.. s.yn- (1 t.>> oru yn.. (n S7 rnt IIF WRAP I F I HF I t POINT J I t IHIR POINT LEI IGH I nLR,arM knNW. .Appli( atic►tl;s Level Control Alarms Scwage L ift Systems Slurrirs Dralnagr. Sumps Wa�teWdLer Ireatmrnt • Holding fank� I low to Uf -iYr Use the BUId characters trnm the, chart below to ron struct a product code. M xxx xx Series M Cunlact Configuration -- - -- SLU - SPs I, Normally npen. nan-(,w angle' YEL - SPST. Normally Clvwa narrow angler RED - SPS1, Normally Open, wide angle' W141 - SPST. Normally Closed, wide aogle2 GRE - SPIT, Form C. WiM Jrlylc` 20 - 70 feel (6.09 m) 40 - 40 lew (12 19 m) Tether Mctlrtul T - Tie W Weight Teher Method Pan Number Tie Wrap 7752350 Weight — 7752351 Notes: 1. Nile - lm;u,gle pumping range Apia uamr,ikly 2 It. w H ft. P Wide angle pumpl!m ovwp:, Igruxunav ly s rt. to Inn. x �7i v fl 0 www.gemssonsors.com am Jul-!-15-02 08 =10A Warranty, Service & Repair To regislei youi ptoducl will, the ntanulitcluler. fill out the enclosed warramy card and return it to awdiately to: Flowlinr Inc. I0500 Hutnbolt street Los Alamitos, CA X10'20. If for some reason your product must be teruuled fur factory service, comact Fluvvliue Inc. to receive :I Material Rerom Authorvnnon numl><r (MRA) first. providing the following information: 1, l'il't Number. Scrial Number Z. Name rind nacphon;: :)umbel of souteunu who can answer technical questintas rclatod to the product Ind its application. 3. Retttt-n Shipping Addr.;s 4 Bncf Dcscriptiun of Cite Sympranl 5. 13nef Description of The Appli, alien Once you have. rccciv'di a Mwc4i:d Relum Authorization number, ship the product prepaid In Its (Wigillal paceiup, Ill: Flowline Factory tiCrvwt, MRA 10500 Ilumholl Street Los Alamitos, ('A W"!21) To avoid delays to prnccsiing youi repair, write the MRA on the shipping label. please include the infbrnaatiotl aboul Ihr. malfunc- tion with your prnduct. This oboe (nation enables our service tech nicktas to process your repair orifcr as quickly as possible. WARRANTY Flowline warrants to tho onginal purchaser of its products that such Products will be foe from dcteCt; nt nlaM i3l and workmanship nosier norrnal Ilse and scrvwe tin a period which Is equal to the shorter of one year from the• datC. ut pulchase of such prr.ulllCTS or two yrars from the date of ntanufactute of such products. This warranty covers only those components of the produCTS t411ie1 :err non - nlovilig and not suhjrct to 1101'mlal wear. Moreover, products which arc nloditied or altered, and clecl6cal cahles which are call its length daring installation :Ire not covered by this warranty. Flowlinc's obligation under Ihi.; warranty is solely and ox,lusively Iitnitod to Lite repair or rcplac:entcni. at Flnwlmc's opliutt, of the prod- ucts (Or COtlpunents Lheratt) which Flowline's examination proves to its ; :)tisfactioll to be ticti,etivc. FLOWLINF SIIA(,L HAVE NO ODLIGAI It)N FUR (- 'pNSi.i )t11:N rlAf. [IA�fAGrS TO 1IFR$ON- ,,\I OR REAL. PROPER l)'.OR FOR [NJ[JRY TO ANY PERSON. This wart may does not apply to producla which have: been subjccL to electrical or chemical dxmigv clue to improper uso. accident, IlCgli gence, ahtlse or misuse. Ahusc shall be assumed When i:1dicatcd by ck- cnacal damage to relays. recd switches or other components. Tht, warranty fines not apply to produers which are damag.cd dlinog ship- ment hack to Flowlinc s t;,crvey or desig,nan:d SCryicc center or arc. rcturned without the orivinal eosin on the products, tvlorcuver. thi: warranty becomes imneediately mill and void if anyone other than srr- vicC personnel authori7vil by Flovdiue attempts to repair the defective. products. P_05 Ultrasonic Level Transmitter Model LU20 Owners Ma".-�' tE Cal NRTLIC Version 3.OA if; 1999 FLOW LINE,. In All rights reserved. Manual Y LU90OWS Prttcluots which aro, thought ut he dcfi,crivc (dust hr shipped prCpa)d and insured to Flowl'ine's factory or it do-ognalvd wrvicc center (rho identify and addre.s of w•hicb. will hr providc('• tlpotl 1'vqucst) within 30 Jays of the diseovcry of the defect. Such detective products must be accompanied hy prool'uf the dale of purchase. Flowlinc fitnher reserves the right to unilaterally wave this warranty and to dislk)se ofany product returned to I•lowhne w'ho're: a. There is evidence of it potrotialh li;izardous material present Willi product. b. I lie product hats rernaincd unclaimed at How-line too longer than if,) days alto dutifully rcgltcstinu dispo <ition nfT11C product. THERE ARV NO WARRANTIES WHICH EXTEND HEYOND THE DESC'RIPHON ON TIIE iA(T OF fHIS WARRANTY. this w:Irranty and the obligations and liabilities (it' Flowlinc under it are exclusive and instead ol; land the origiiinl purchaser hercbywaives. all utter remedies, warranties, guaraIltccs ur Iiahilitics, express or implied. I:XI'I.I_IDED FROM THIS W:1RR,1N'11' ISTHF, IMPLIED WARRANTY OF H'I NFSS OF Till-- ' PR(MiJC'TS FORA PARfI('- U'LAR Pt. :RPOSE OR t!tiF: AND THE I..M111.11d) WARRAN ), ()I- MERCHAN'f ABILIT ?' OF TI IL PHOf)L:C-1'S. Th;s warraory may not he exio)&d. ahcred ut- varied except by a wrtr- teu instniment signed by it duly :auhni iicd officer of Flowlinc, Inc. Jul—'15-02 08:10A SPECIFICATIONS P_06 2' NPT (2" G) \ Technology An ultrasonic sound wav,. is pulsed two limes pt-,r tiwnnd front tlto bisc. id' the rcansrinccr, !hc• sound wave reflects. agamsl the pence.,- medium bLtlVw -.Intl tl:lums to the 1TWINdUCC.T. '11w tuicroproct-ssor hasecl electronics ma9snre the lithe of (lull( between the sound generation anti receipt, attd translate. this I'igttre into lli,• distrltloc hrtween the. 1TansmiltCr And pr,:)C sM 3,6 "(92mm) 1.3" Ittedium helow. (32mm) 4.9"(124mm) 6.30(159mm) NOWHAZARDOUS LOCATION HAZARDOUS LOCATION Glass 1. Ito- 1, 17J,Mfrs A. H c "u Range: 0.5 to 19 IcCt (15 cm to '%A m) ')5 Accuracy: . 0.2,q% of span nl sir Resulutivli: 0.125" 0 mm) y.Y. IIn -v Frequcticy: 5f) klIL 20 Pulse rate: 2 pulls per sex oixl -3 G0 3 0 I1caT11 Wkjili: 8' CreftlCal a 15 Deadhand: 03'0 S Cm) mininnnn 1.. 13tuckilLg disttute:e: 0 -5 to 19 feel 1 l 5 cm to 5.4 m) i r " Display type: 4 VgL1WIlt I CD 1)1)40 Display Inllts: 11101 (CI11) Accoptablo \. Memory: Non- Vola111e Supply vutta�;a: GP: 12 -16 VDC (j Marx irnum IS: 12 -32 VT),(' .. ContlnUOuB 20 mA Ourvr. (I U2f}_!.n y� Max Inrip resistanRC. (W: 900 Ohms 0: 36 VDC (see helow) 1 IS; y(10 Utuns (rt< 32 VU(' (sec below) +- - Unaccaptaw sipill uu(put: GP: 4 -20 mA, 12 -16 VD(' oc, holow) Range 4.20 LILA. 13 -32 VDC Isee below) ...._._ —__- SiE,rml invert: 4-20 mA ! MA mA Aar*piable Calibration: Flash httttnn Ron ]•011 -S:11C diagnostics: R,:vert% to 4 mA, 22 mA or remnitls cuttslaat 1 Temperature: rating: F: 40" to 140" C: -40" to 60" (see below) I __ I temp. compensation: Ault-smatic. ovcr cnlire rimgr , 10 2U 21 28 I -., 3h 1'rcssme riditig: 30 psi 12 bar) (n- 2S "('., dented (iY: 1,667 psi rparatir.q Vo4uAu fVUC) (.113 bar) P, r'('. above 2, "(. Iscc b.:luw) h lUWli rlr 1 <x 2(t r A Enclosure. rating,: NhMA4 \(11'65) 1`1100Sure nwlerial: Polypropylene (1'), 11 -I.- 94VO 0 Transducer irinteruil: Pulyvinvlidene f:lil lC (PVUF) 4 Mounting threads: 2" Nl'1 (2" G) 500 s Miiuutinp gasket: Vilon f2") merrlc only 250 Conduit cormcction: 1r2 - Ni'l ( 1.2" 13511) _ N (T Compliancct LN 5(-W82 -2 inTiuumty 1TN SSOII ctllissivu 12 CSACertificate: 1 R7912(i -10 '(it' (icucral 1'urp)sC IS = IIlITI111iC311tt tial: P_06 2' NPT (2" G) \ Technology An ultrasonic sound wav,. is pulsed two limes pt-,r tiwnnd front tlto bisc. id' the rcansrinccr, !hc• sound wave reflects. agamsl the pence.,- medium bLtlVw -.Intl tl:lums to the 1TWINdUCC.T. '11w tuicroproct-ssor hasecl electronics ma9snre the lithe of (lull( between the sound generation anti receipt, attd translate. this I'igttre into lli,• distrltloc hrtween the. 1TansmiltCr And pr,:)C sM 3,6 "(92mm) 1.3" Ittedium helow. (32mm) 4.9"(124mm) 6.30(159mm) NOWHAZARDOUS LOCATION HAZARDOUS LOCATION Glass 1. Ito- 1, 17J,Mfrs A. H c "u fE-mpei�tuw,P.e':x..ra DecgUnq ')5 tlnarrapi+�bla j y.Y. IIn -v 20 4 AocxaptPUia a 15 Rsngo � 1.. i r " \. 1)1)40 Accoptablo \. 20 0U 2U 40 130 I'Amperaturn CC) (j Marx irnum TgfTlper3tUI�FIVi .ult5y @t7 <s:rling .. ContlnUOuB 20 mA Ourvr. (I U2f}_!.n y� Q 12 1 Unaccaptaw 80 Range d 60 ...._._ —__- a AU Aar*piable Ron 20 -- 1 I __ I L K 19 , 10 2U 21 28 I -., 3h rparatir.q Vo4uAu fVUC) h lUWli rlr 1 <x 2(t r A .y. - 020.50 1 Cleori —1 17,AdinQ Lu•.IY I 0 4 U,wccUptable Han)a 500 s 16 26 2A 28 32 250 Jv:utsVlabro _ N RArye 12 1(3 20 24 28 32 36 supply VolypgA (VDC) P_06 2' NPT (2" G) \ Technology An ultrasonic sound wav,. is pulsed two limes pt-,r tiwnnd front tlto bisc. id' the rcansrinccr, !hc• sound wave reflects. agamsl the pence.,- medium bLtlVw -.Intl tl:lums to the 1TWINdUCC.T. '11w tuicroproct-ssor hasecl electronics ma9snre the lithe of (lull( between the sound generation anti receipt, attd translate. this I'igttre into lli,• distrltloc hrtween the. 1TansmiltCr And pr,:)C sM 3,6 "(92mm) 1.3" Ittedium helow. (32mm) 4.9"(124mm) 6.30(159mm) NOWHAZARDOUS LOCATION HAZARDOUS LOCATION Glass 1. Ito- 1, 17J,Mfrs A. H c "u Control ilmwin(i tut the LU2U- ut01•r:; unrar inl(. Wvyl Ganwniltor approved under the entity wricopt as an S Appnrat:ta Control Drowing: LU20CD ROY. 7.24.97 Furl # Description Thread 1.1)20- 5001 (.foncrrll 1'utpose 2" NPT 11.130 -5061 (icwral I'vrpuse 2" ( i I,tl?0- 5001 -IS Intrinsically Satc 2 "N1'•1• L1120_5061-Is Intrinsically SAfc. 2" G Dorsal 11) tin yr nepn..a trace 20 mA Curve (LU20 Yrwl r.na y.Y. IIn -v Ur1a(;:wVWblu 4 R:,I1,ac G0 i r " \. ,.0" Accoptablo \. 2G Rsrtgs Q 12 1 Uparanng Vnna,jr (VLtU) Control ilmwin(i tut the LU2U- ut01•r:; unrar inl(. Wvyl Ganwniltor approved under the entity wricopt as an S Appnrat:ta Control Drowing: LU20CD ROY. 7.24.97 Furl # Description Thread 1.1)20- 5001 (.foncrrll 1'utpose 2" NPT 11.130 -5061 (icwral I'vrpuse 2" ( i I,tl?0- 5001 -IS Intrinsically Satc 2 "N1'•1• L1120_5061-Is Intrinsically SAfc. 2" G Dorsal 11) tin Q trace 20 mA Curve (LU20 2 6(r Ur1a(;:wVWblu 4 R:,I1,ac G0 \. 40 Accoptablo \. 2G Rsrtgs Q 12 16 20 24 28 32 36 Uparanng Vnna,jr (VLtU) 1- vywllne I LY 20 rr.A 'H 1-1.120 -bU 1 -lS Ckxarrnl LgatflnQ Lhntte l No Unaccopubw Rant" rr 251. A Aaange� N 12 16 26 2A 28 32 Supply Volyaga (VCtC) LRr9326 -10 NRTLIC Intrinelwlly Smet Sscurito Intrinaequo Emil For 1184 In 11mardoue Locations: Class( Gruu,.A '1 C: n I) class n c,o -nn E. F $ 4 ULus ill Temperature Cpeo T9U Intrinsically Sate wren used with i an "ppmvod 1 -5. barrier. Entity i Parameters I-. I V mA C Our L =nNH 1NanY,u1 �,rulwlfM Yx t:lpi: I. t:n •Jr.. R, a, Gan j,-, Ild wth An .r ,'A'sIll, •.xn•n ("ycU lvlal mr �tpx,•vwJ i 9 tuna. Survainborr d 1cmtxn(1tV,.. 'mpalr alelrw4C :whav . ILr, m;x • r. ,CQurcmmrrtar 6nur.c:.lry r::0, ttmfa Mr1 - - - -I Warning A Tilts LU20 is u loop pan, -Pred devtcec The load should never e.aceed !)00 Ohms. 11.130 -.Sh I -LS taus! be imfalled nt acCon/ance H-ith din »7ri,P, i•u_o(L) tt'V 3 (,Ye-P- SIP-ps) for Safe orhwalintl Itt a haLurdmis urea. When installing The L U20, roever lighten the transntiller, Timm the body 41w<evs use the w7rtich flan located aiy)ie the. thmads, Always install the ^" barn Qaskef wilh the LU211-5061 alit! the LU20- 5061 -1,V, The G thmaded vamirm of the F_e holow -h will 1701 seal unless the is 6astalled properly. Jul =15 -02 08:11A SAFETY PRECAUTIONS About this Manual: PLEASE REAP) THE ENTIRE MANUAL PRIOR TO INSTALLING OR USING THIS PRODUCT. This manual includes infirnlation on alt Riur versiotls of the continuous ultra- sonic level transmitter from Flowline; model I.iJ20-50 1 and LU20 -50 I -IS. Plealic refer ut the part number located on the sen- sor label to verify the exact model which you have purchased. User's Responsibility for Safety: Flowlinc nlanuficntros a wide range of liquid level sensors and technologies. While each of these technologies arc designed to operate. in a wide vttiicly ol'applications, it is the user's rexpomi- hility to aeic0 a technology that is appropriate for 1.110 application, install it properly, performl tests of the installed systcrn, and mlain- tailt all comlponerils. The failure to do so could result in property damage or serious irijury. v Proper Installation and Handling: Heeausc this is art electrically operated device, only properly- tmired staff should install andi(ii repair this product. Use n proper sealant with all inst:Jlntions, Notc.: ,1twgvar install the ? •' }7torr s.ra.v- Aet with the Lf.120 -3061 and the l.(.i7,0 5061.15. The G thtrudcd •cr.�iun of the Echolvin h trill our seal rtnlosv the guxAed icy inwalled pi%)1ut -r1.v Never overtighien the transmitter within TIT fitting. Always check for leaks prior to syslrm start -up. t Wiring and Electrical: A supply voltage of 1 -ih VI)(.' Is used to power tile. LU-10 -5D _I transmitter and a supply voltage of 12 -32 VDC is used to power the LL:20 -50 1 -IS. The sensor sysrenls should Clever exceed a maxi- mum of 36 VDC fen the IM20 -tie I and 37 VDC for tha LU20- 5(1_l -Iti. Flectrical wiling. of the sensor should be pertormed ill accordance with all applicable national, state, and local codcs. Temperature and Pressure: The LIJ20 is dcsigncd tot poet: in application temperanires from •40 "C (40 "F) to (ill "(' (14f1 'F), Anti fir use at pressures up to '311 psi ;ii), 25 ''U, dcnttc.d (jet 1.667 psi per °C.' above 25 "C. Material Compatibility: The coutirtuuus ultrasonic level Transmine.r, LI120, is matte oftwo materials. The enclosure l; of POlypropylent: (PP) and the trans• duccr is Made of Polyvinviidcne Fluoride (PVDr). Makc sure; that the model which y(HI have selc- ,red is chemically compatible with the application liquids. While the transmitter housing is liquid - resistant when installed properly, it is lint designed to he immersed. II should he mrnm ed hl such a way that it dncs not nortmally come Into Contact with fluid. Flammable, Explosive and Hazardous Applications: Only the I.I.120- 50-1 -15 k rated for use In hazurdous lcatinnc, Refer u> the Certificate of Compliiance for all applicable intrinsi- cally safe ratings and entity- pamnieters for the 1,I :20- 511_1 -IS. Refer to the National Electric Code(NF(-') tot all applicable instal- lation requirements ut hazardous locations, DO NOT USE T11F LL120 -50_1 6F.NFRAL PURPOSE TRANSMITTER IN IIAx- ARROUS LOCATIONS. Make a Fail -Safe System: Design a fail -safe system that accomntodares ill posihiIity of trrnsmirtcr Lr power failure. In i t'itieal applications, Flowhile rec- oni mends the use ntredupdant backup systeits and alarms in addi- tion to 111.0 primary sy :slcm. P -07 DEFINITIONS Step throe =� EC4: The 4 mA setting for the i.i1. u. fhc h(_74 is the distance front the bottom of the I.1,120 to the 4 mA set Point. "Phis setting is measured in either inches or cen- __ rrmcters on ncc display. Tile E•C4 �_. 1 $ating is typically greaterihat the EC20 _ - � � F( :'0 setting. E_. 1 = 20 mA: EC20. The ZO MA satin} for the i LU20. The FC20 is the distance EC4 (= =i froul the bottom of the Lt120 to c--_j the ?o riiA set point. This setting k= is mca.sure(t ill cohcr inches or i centimeters on The display. The 4 m r(' :-) ► :citing is typically greater - than The F(.A Setting. SAFi1SAF21SAF3: Pail -safe setting Rir the LU20_ Use the SAF serril)gs to dctermitle a I161 -safe mule for the current signal. When [5AF1 J is set, the eurreul will increase 11)2'. mA if the signal becomes I.f )S1.'. When LsAF2J is set. the current will decrease to 4 mA if the signal becomes LOST. Whcri [SAF3I is Net, the current will remain constant if the signid hecnmcs 1.05'1'. FAST/SLOW. Setting Ibr echo avcraging nn the 1.1120. [FAST) is tilt: typical setting for the L.1-120 to odxuute. ISLOWJ i; designed to help dampen out elTecis caused by severe turbulence. In the (PAST J mock, the LU20 will average 2 signal responsCS pct second and update every second. let the FSLOWJ mode, the LL 120 will uveragr signal returns over the preceding 10 seconds. When used with [SAF 1:2.31, the time for the current to drfault is 30 seconds f6r I FAST I mode and 2.5 min- utes for ISLOW] mode. ALIN: Indicates that the ullit is in the Alignment mode. Display will show the return signal strength in dH':, Used as an indicator for mechanical alignlllcllt of llle LU20 andior signal imnuatio i. Typical readings range hcrwC.Cll 2 and 60 d13's. For nptimutl) Miglltllent, first energize the unit and receive a v.11id return signal. then select the ALIN mode and adjust the LI1'0111161 the display is maxnnt7cd, ON /OFF: Acrilal Selling for ALIN m,xic, The ALIN itiode must he turned [OPF1 when aligililictlt is cotnplelcd. I his mode will not auto- matically dcranit hack to [LEVLI. MAXR: 1 Aed as an indication for [MA X Rj or 111XIimurn range. The MAXR sets the ntax4nunl tank height and will tilTcr oul all returns greater than this viiluc. (value): Acurol MAXR setting_. 7'he maxitmurn distance is 716.0 inches, MINK: U1 as an indication for LMINRJ or the minimum range. The MINK value is the detitdhand Closest to the trallsdtlCCr face where uo signal will be gencr'aled. The V11NR sets the minimum (11 s- tallce between nc� liquid and the transducer. I I ^MI I � MAXF (value): Actual MINR setting. The minimum distance. is 6.0 inches. Jul-'15-02 08:11A PROGRAMMING Stsp Four � - EC4: 1. 1[old [MENU) key until EC4 apprars it) display. 2. Release [MEN111 key and wait until a value appears. This'-value is the current imisuied level value. 3. If this is acceptable, press LSETJ to lock the value as the new F'C'4 set point. if not, pre." either thc. LAJ or IV] kcyc onec 1114 tile. old setting. for the EC4 will Appear. 4. From here. use the. IL] or [VI keys to raise or lower the value to the dcstrcd valtic. 5. Press The ISEI -J kcy to .ntc, rhir; value as the new E(A set point. EC20: I. Hold [MENl1j key until U:20 appears in display. 2. Release LMENUJ kcy and wait until a value appeuts. This value is the current measurcd Icvel s'aln..: 3. If this is acceptable, press [SICI'l to lock the value ns tilt new EC'2n act point. IC nut, press either the [A] or [Vj keys 0ttcc and the 01(i SCTring for The F'C 4 \vlll appear. 4. From here, use the [A] or [V1 key', to rliw of lower the value Itr the desired value_ 5. Press the ISETJ kry to enter this value as the new F:1;'M set point. SAF1 /SAF2 /SAF3: I Hold IMENt_11 key until �Al 1. '.Ar2 or SAF3 appears in the dis- play. 2. RClease fN4F.NlJj key cmd halo{ [S}-`11 key to wiSglt.; betwrrn SAF 1, SAF2 and SA 1 t. 3. When desited scuing is reached, release [SH'I•J key, -Ihe !act d15- playcd ACttitlg will be licked i:rtu memory. TO ch:n ec, st,11-T Again at step I. FAST /SLOW: I. Hold (W -N1.11 key until FAST on SLOW appears in the display, 2. Release [MF.NI.i1 key and hold [SET] key to toggle betwccn FAST and SLOW. 3. When desired setting is reached, release [SHT] l:ey.'I he last dis- played setting will Isle locked iino memory. 'I'n chmitc, star, ;gain at step I. ALIN: 1. Iluld rMENIJj key until AI AN appears it) the display. 2. Continue to hold [MCNUI kc' until ()F "F appc,lls in the dispkL%. 3. Release LMF.N(IJ kcy and hold [Sf: I kev To n?Si'Ic fi'iutr OFF to ON. 4. Release [:Srrl key, lrc 1.1_'30 is noNl in AI.IN mode. 5. To exit ALIN moxle, rcl-ww :tcp5 1.4 chmming, from ON to OFF. MAXR: I. Hold L.MENUI key until N4AkR appears in th,: display. 2. Continue. to hold IME•Nt;j key until a valuc appcars in 4Lrdisplay. This value is ncc ('urt'cl'.t MAXR setting. 3. If lhis is acceptable, pr.: [S[- 1•1 to luck the vahre :15 Tlte. NJAXR Selling. 11`1101, use The [Al ')I ['Wl keys to raise or Imvcr the vaiuc to the desired sellinc. 4. Pitss the ISE1'1 key toQotei this vahte:u the lie", N4AXR setting.. MINR: I. Hold (N1E•.NU1 key ur:ul MINR appeats in the display. 2. Continue to ho)d [NIENU1 key until a value appears in the display. This value. is the etirm.nr MINR selting. 3. If this is acecptabir. P ess ISFYJ tie lick the tahie as the 'MINR setting. I I nun, uvr the f Aj or [ V l keys u, raise or lower the value t0 Lhc desired value. 4 Press the ISET1 key to enter ,his N aluc as the new MINR scttinp,. P -08 WIRING 1 he Ll 2..0 -50_1 regttiree 12 -36 VD power with it least 2.5 InA sup- ply in order to operaTC. 1. Wiring to a Flowline Continuous Controller (Model LC52): iii � i '.1,-.. •; k ^I,.x..:j ,� I; #`I E_chotouch° l VUwsaiK LcrN .V �rNCVJ LqVVV 2. Wiring to a Two -Wire Loop Indicator (Model 1-1.1120- 50_1): ...DC Power 9-880 EChotouch'- as�46c UNm yLCV: _T._. "L VII - - - 0 Ox *i 3. Wiring to a PLC (LU20 -50 1); t) � :,- ♦ DC Power d' G Eon j _�1._._ &3� d /r - Jul —'15 -02 08 =12A WIRING The LU20- 50 -1 -IS rcquires 12. 7 VDC power with at least 25 n1A supply in order to operate The follow provtdcs an ovcrvtcw of wiring the LU20 -50 14h ul various devices. please note that a barrier nwst be installed bcmccn the Fchonxlch anti the device and rile bill-ier must be Ineated within the nonha7ardnus location. 1. Hazardous System Diagram NON -HAZARDOUS LOCATIDN NAZARDOVSuLOChT10Nr Aire _ I.\ In—` `Vf (awlhrd �Y,aw.�xl try lP� J1 Y?-�jt -Ib �Ihawnc level tru•lxnitlrr approved u.•ufrr trx onb17 - ,tiIr&Pt If- All I F, ra q,yr �Il.,r G'wrllrul Drmiovp LU20CD Rcw. 7.2497 2. Wiring to a Flowline Continuous Controller _ 14AZARDOUS LOCATION NON - HAZARDOUS LOCATION Avoid - -- Intcttcn:ncc from _ Ltl2t1 ut o-rn side of tank ' ankle An) Apprnv rd 4 d o .} .. V:1CUU111 1,5, Aarlitr p QNNWQp�rj UlJea o 9 C, l' J, ': 1, n V 3. Wiring to a Two-Wire Loop Indicator NON - HAZARDOUS LOCATION rp'epell ul: "n. , \rn 1ppnnrd SI I.S. Aarrler 0 µr A_ Wiring to a PLC _ NON - HAZARDOUS LOCATION —DC 1'v wri 1n \'Applv,cd e 9u VV11r, JI I I.S. ltarrier � o I e T Nlollcl I L211 Lll;t me Level T n,mirtrr � blm• - 1 =Unl.\ tr.UUl' -_ 1i -11 n11 HAZARDOUS LOCATION M1todcl 1,1120 111trawni: l rdnsmi9er V qRl) ?.0 �• ti -•unr � Ir -nett HAZARDOUS LOCATION M1lodel LU3U �llr:onnii � 1 ".•I I vn,av 7,.111' i � f :t- It ill• I I_I tl µit P -09 INSTALLATION Seven Mounting the LU20 is critical to thn successful operation of the tmns- m ner. Avnid the tpllowing parall)CTUS: -:, Ilite 'enee from t bstrutuions in Avoid tank Intcttcn:ncc from _ Ltl2t1 ut o-rn side of tank ' ankle olx rat, iu / r' '7 V:1CUU111 • = VACUUM -:, Ilite 'enee from t bstrutuions in tank LU20 will not olx rat, iu / r' '7 V:1CUU111 • = _ Ir� MINR Minimum Range (MINR) Setting It -in tallirig the IA J20 in a finngc or any device which rcc.c54cs the boaolil of the transtnitict. use the MINR .wetting. The minimum value tier- the MINR scttinh is t1 w. distaltce from the bottom of the transtnittcr to the end of the flange. Never Rct MINR to less than 6.0 inches, Maximum Application Range I he maxinnun tinge of LU20 is IN tixT at 110 dB. Under less, than ideal conditions, a nun71.7cf of flacluts curt reduce the overall duality of signal rCttll'll and shorten the alci urarC MllgC: OF the Lransmitter, TO determine the mnxinntnt application ranZc of the product li,llow the signal return formula against the echo attenuation gt.'iph below. Echo Attenuation Graph '1 u ,� 70 w \ z 26 lU ♦_ XAM P L E: OPTIMIZE ALIGNMENT . -. t I J18tance lfow Irnnsdccrr = 4Q- 2. 1,,yfera jjme lhle ALIN _ 28d8 (;:Meter Ideal cundil'Uos) AJjjL.' ;f rrwcrmnirA1 alutnnlent ul urnt to Inalm 70 0 Splayed ALIN value PRLDICT MAXIMUM RANGE: USINt; ALIGN VALUE 3. 11 the uut,ml At IN = 18db at D - 40" 4, ma- mllm Kanpe - 138" CG nil '!)c i7.7 'riU :Cw in U'S' rANCF FRr1U rq['.L UI LU20 will not olx rat, iu / r' '7 V:1CUU111 • = VACUUM Minimum Range (MINR) Setting It -in tallirig the IA J20 in a finngc or any device which rcc.c54cs the boaolil of the transtnitict. use the MINR .wetting. The minimum value tier- the MINR scttinh is t1 w. distaltce from the bottom of the transtnittcr to the end of the flange. Never Rct MINR to less than 6.0 inches, Maximum Application Range I he maxinnun tinge of LU20 is IN tixT at 110 dB. Under less, than ideal conditions, a nun71.7cf of flacluts curt reduce the overall duality of signal rCttll'll and shorten the alci urarC MllgC: OF the Lransmitter, TO determine the mnxinntnt application ranZc of the product li,llow the signal return formula against the echo attenuation gt.'iph below. Echo Attenuation Graph '1 u ,� 70 w \ z 26 lU ♦_ XAM P L E: OPTIMIZE ALIGNMENT . -. t I J18tance lfow Irnnsdccrr = 4Q- 2. 1,,yfera jjme lhle ALIN _ 28d8 (;:Meter Ideal cundil'Uos) AJjjL.' ;f rrwcrmnirA1 alutnnlent ul urnt to Inalm 70 0 Splayed ALIN value PRLDICT MAXIMUM RANGE: USINt; ALIGN VALUE 3. 11 the uut,ml At IN = 18db at D - 40" 4, ma- mllm Kanpe - 138" CG nil '!)c i7.7 'riU :Cw in U'S' rANCF FRr1U rq['.L UI Ju1-15 -02 08:12A INSTALLATION Step Eight Factory Settings- The LU20 is preset at the faeturv. When powering up the transmitter the tint time, lilt. laclory BCrtingc will be active. If at any time in you need to returtl to these scmngs, remove fxtwcr from tits LUDO and wait M seconds. Press the (SetI and tMennJ butmns simultaneously while powering ill) the rransrntrcr. F_C: 4 216"(548A cm) OFF OFF EC20 8" (20.3 unI _ MAXR N/A SAF1 1213 SAF1 value 216" (548.4 cr71) Fast/Slow FAST MINK N/A ALIN N/A ^ -' -_ - value 6" (15.2 cm) Changing Display Units' the LLJ20 comes presct ro nlcnsurc in inches. Io change the unit to display centinlctcrS, remove power to the 1.1120 and wait IU . eollf, Press FAJ and ftietl simultaneously while powering up the transmit- ter. The LU20 will noel read in centimeters. To return to inches, relli0vu power and Want 10 srcunds. Press [V) arid [SeQ simultane- nllsly while powering up the trinsnittter. Beam Cone Data Depth Radius Radius (Feet) (Inches) (cm) I 11.7 ;1 Z 211 5.2 3 2.9 7.3 4 3.7 '1.5 5 4.6 11.6 6 5.4 11.7 7 6.2 15.9 -7.I Ix n 1.`> 20.1 10 R.x 2z ; 111 �). rl ;lit .rl l2 10A 7G.5 13 113 28.7 14 12.1 30.s is 13.0 12.9 16 13.8 3j.1 17 14.6 3' > 18 15.5 3 g. ; r , r r � 1 � , , tt) t r , t -3l' RadiuS its WARNIN(; 1& Always install the Z" Vdton gasket with the t.L :ZO -5041 and the [.jJ20- 5061 -115. The G threaded version of the Fch<rtnuch will not seal Unless the gasket is installed prop- erly. P.10 TROUBLESHOOTING Step LOST Signal: A reading of LOST in the display of the 1.1.17() indicltes the transmit- ter Is not receiving a valid rchu•n signal. 11' I.f )ti'1' appeal's, please: check the following vouh11cshooting items: I. Beam cone inicrter'enee such as Tile side wall, ladders, scarps, rungs or pipes within The I.1120'.c hcarn cone. 2. Proper installation such Lila, tile, LU20 is installed level and free 1'n)ttt interlatenee front the installation litting or tlange. 3, Sllttleletlr power being tttppiic<I to tile, 1 1.12(). 1•he 1'U SU_I require- 12 -16 VI)(` power with a minimum Nupply of 25 111A, ']'he 1.1120- 50_1 -IS requires 12 -'i! VDC pnwcrwith a ntinimilnl supply al' 25 mA. 4. Proper prograntlniog of the M. AXR or MINR function. For hest restdts, sea the MAXR liulcti(Ju LIN the distance from the bottom of The tank to the bottom of the uansnriuei. Also set the MINR dis- tancc abnvc the highest ICVCI in tile. tank. L)o not sa[ the MINR la 1C.55 than G inches. 5. Make sure that the transmitter is not installed at an angle. !w'el't a 5 degree utrset cull reduce the Niynal return strength grcaT ►y Other Hints: Current 1rmNi chance with changes in level. 1• example: Fnr the illustra- tion below, as Icvel inercaScS, the ctirmit otlrptir Will hicrcase and as the level de.eteases, the current output will dccresse. If the output of the 11.020 is alway¢ reading 4 n1A or 21) oiA, check the input values for the LU20. FEC 0- =-= )20rnA EC4 = =1 __ 4 r7 A Jul -15 -02 O8:12A P_11 Mir,roLogix IWG System MicroLogix 1500 System rc;I."Pix 1500 is :l w°orl(I rla.tiS pro1rr :tnim;tl)Ic: lo;;ic- (•ontrol PI:ufr;rrn will, - ldvarwe(1 fcatures anLI })crfornt:trlce. A1:my c.)f tl1C5C li :nuro;y allow Il,in (xmtrollcr to 1)c u;c(l in :tl)I;(icalion,� wllcru nnrc}i largui- (-ontro;llers wcrc rc(IuircCI ill 1110 p;l t. Mic roLo�ix 1500 archii(vItIl-C f(: :uuruS an innovalir( with it SM)all rood Tint. '1'hc pl- occ,so - ant( I)a,c units S)illu toy ether I<) fr;rtt) ihr.. c i>ml;Ir.tr.. (-i;ntroliter. The hrc:x'estioi :,ntl Ir1Se atr intinc��nilrntly rNhl;,(_c� ;)hh, ;tl►c)tit "119 YOU 10 lAJXjnli %e v <. >ur CnlhCCldrr� 1/0 options whit(: n,inirnizing inventOry skwkinu COSIS. liulJr.tin 1 ?G9 C'omP;ltt 1/0 tllc_,tlLlIeS Csl>antl thL• controller's (xnh(a[(tCd 1/0 offi:rin;;s and hrovi(t(t the> a([(litional flexibility ti; mvFr a w•idr r;,ny;e c.;f ;,hhlir<)tie)ns. 'rhis high- pei }c: >rtjutntC rex;tlUlar aMLI nackless 1/0 I)latli>ru, l;ro vi([(:s from[ a<(is,tiihility 1e)r romov;,l and in.;rr'tir;,)• („atrin�;.,y,tutl C'O.q 1113[( rCdLl('ing n,ain,cn:,ncc titre(•. 7'he rylii'r<)1.r; i�; 1500 cr.)ntt'r:,llt r Utili'rc, R( >(•kwcll Sof ware RSLogix 500 I-ro;l rein -1ming .softwilre and sh;lTts it Conlr)lorl inslrue•tion sea will) iltc MicroLor;ix 1000, hli(-rol.onix -1200 :[nil tiL<: f:,milic .ti <. >► cc_,ttUollurs. New fr..;tt).trc- ;tor l:n(��itlttl with it[] CnhaMC LI user inte:rIn(v Ihal ttSes lUnctic >n filrs to (-onsc,li(l;ue• I-)r(),) ill 'o h:,ramvrrr:, This simplifies thc� tt.,vr irltc- iFa <_e ;trul irlCrC:tsCS coutroll(r l)urforntanro'- A ficltl up} ratl.,l)►e (lash opumnn- .5ystt -m r.n�Ur(s you I'vill always bl: up- h., -Llate with the IalCSI f(attm:,s, without h:n lns; to ,,(Starr haritw:trr. 'I hr e ontrv;l] err Cllr) IV easily UI)tlatet( �� it 1, the l :oust firmw:)r( vi;, ;) \'Veh Site Llow•nloaLI. MicroLogix IWO Programmhic COnTiirllNr.: TNr:hnir;,I Data FUb1i(:at:of1 1 X64- TUUU1A -EN -P - March ZUUZ Jul =15 -02 08= 12A P -12 S Micru_oyix 1JUU System Advantages • I:11s.;c nteu101 to solve a variety of al)I)liruions. tiierinory Biz.(.: - 1764 -LSII: 7K uSIff Prc_lgiam capacil)• — 1764 1.1111:1.1K user pro grain capac:ily • l ial(I- Uh ;;rad ;lhle fla,h oheratin,r; �ystc m • High performance cxl)ansion I / C) oplions (ul) to 16 modilles drhrnclink 4)11 I- X -MT.Y bud{e•t a[tcl 15ziw 1'nil) • ALMUIC'ed contnntnicalions options including he e- r- lcr -h�rr antl SC:ADA /RTIT networks, 1)H 485, Dt-vict,Nci, untl Ftht.�r•nt�( — Viii tllr C0111111L1nications [)()It Orl the Base l lnil -- via tilt additional 16.232 Pon oil tht.- 1764 -1.RP I)rrrccsSor • C:olilrnlInic•;11itm t() �1C Pl)Sh hu[U.)n • Dala Tile download proicciion Prc:vt:nts ]vilii :tl user d;tt;t fr +nll hc�in� altrrr.d i;l c: CllllltlLlniCatio[h • Mltlel�` (I'Milt -in stn(j oplional replac(:mrnl) ■ Mode switch for 111.1 n /Ilr'molr /Pre >srult • I'N" 111.tilt -irl atlalOg trite polemionlctcrs • Oplional real time, clock • (- PGO Ilal ulcuiory module. • Oplionnl (l;u:i access (0 01 O)A•1•) • ?U kJ L' Iligll- 5pcccl counlcr, femirins; 8 nlodr.'i of, operalion ■ •1'w•o hi };h -sherd out))ut, that call be conlipitred :IS 20 1,112 PT(:) t I't.iln� Tri(itl C)utl)ul) or as 1'W'fvl (l�t.11se Width %&)Ljtllalcd) outhnts • I:il;h1 hit h speed 1ACN119 (I)LIku- calch) inpulS • :�1 -hit sighed irl(cger mash • Floating pr'rint data file • Bijill in 1'I1) c;thahili[irs • AS(:Il read/writc capal)ility • RcOpc (l(CI') in.;tit.)cti(:)rl s�lvcs c uslom list. c,t rr'ciI)c data • l) ;WI 1()S4,s;in}; (170'1 LRP only) i11.S11'1-ictiOri siorcs clma rrc urdti with oplion;ll till)e slatnl) • lour cvcnl tntr.rrZlp( iill)uls (Ell) • 'I ms high -I. SUlulion limcrs • 1 Ills scicclahle. timed interruln (ST1) • Fin;�i r safr. trrlltirlitl blocks rncrca ; li,hal .'�;lfcty siand:trcls • kcnurvahh- it-t'minal blocks allow hrt- Wirlllg • 14911 latOry agency (rttific;Iliuns for vvicic nctrkrt (Ct:, C-Tick, 111., i.• -I-1L• iticludin� (�I:rs.s I 1)iVi` ion ? H :v:rrdotis 1.i lc';t ti(jrl ) NuhliC,tiun ` /64- TU001A LN r Marrh ZUUZ Mtcrnl npix 150C Progran;mahle Cnrrrt,llets Technical Darn Jul—'15-02 08:13A P_13 +GF+ SIGNET 515/2536 Rotor -X Flow Sensors ENGLISH Instructions for all versions of: 515/8510 -XX and 253618512 -XX II IIV IV h�IIIIIINIIIII�i Vl Ill l i l I INIIIIflIIN1111111111111111111111111 IN 3- 0515.090 C (6/02) English WAIMING! SAFETY INSTRUCTIONS Ai 1 Depressurize and vent system prior to installation or removal. 2. Confirm chemical compatibility before use. r / I. Do not exceed maximum temperature pressure specifications. 4. Wear Safety goggles or taceshiold during irlstallation/service. 5. Do not alter product construction. 1- Specifications General Data Flow Rate Range: 515: 0.3 to 6 rr1 /s (1 to 20 ft/s) Wetted Materials: 2536: 0.1 to 6 m/s (0.3 to 20 ft/s) Pipe Size Range: DN15 to DN1000 (0.5 to 36 in.) Linearity: _ 1 % of full range Repeatability: -0.5% full range Cable Length: 7.6 m (25 fl) standard 515: 60 nt (200 ft) maximum - Rotor: 2536: 105m (1000 (t) maximum Cablo Typp: 2•conductortwistecl pair w /shield (22 AWG) Minimum Roynolde Number Required. 4500 Cap Material: Glass Filled Polypropylene -X1 0.476 kg (1.04 Ibs) 515: Fled -X2 0.680 kg (1.50lbs) 2536: Blue Wetted Materials: • Sensor Body; Class tilled Polypropylene (black) or PVDF Frequency: (natural) • 0-kings: FPM- Viton" (Std) or EPDM or FFKM- KalreTy • Pin: Titanium or Hastelloy -C or PVDF; other material options available - Rotor: Black PVDF or natural PVDF; optional TefzerO Olrtpul current: with or w/o Fluoraloy B"' sleeve Shipping Weight: -Xo 0.454 kg (1 lb) -X1 0.476 kg (1.04 Ibs) -X2 0.680 kg (1.50lbs) -X3 0.794 kg (1.75 Ihs) -X4 0.850 kg (1.87lbs) X5 1.0 kg 1(2.20 Ibs) 3519 1.3 kg (2.86 Ibs) 515 Sensor Signal: Frequency: 19.7 Hz per m/s nominal (6 Hz per ft /s) Amplitu(Je; 3.3 V pip per m/s nominal (1 V p/p per ft /s) Source Imppdarlce; 8 k Dimensions 8510- XX/8512 -XX 51512536 Sensor Integral Sensor d xroJ ' shown with Transmitter Slan -\'', cau r; ir nv25 fl. and Integral Adapter Kit mciwiru (sold separately) 1 114" NPI m tl,rcm�nr,.�1 rty�r, 102 mm/ X (01Cn1 ',1 4.0111. -- -XO Or r'ipc Runge- -� 1(.' 104 in. -XO = 104 nY,V4,', In. 5 lu 8 in. -X1 _ 137 ,mn1� 4 Ill 10- anti up •X) = ) ii n11V8 in. 1/2 tu4 in. - X:1 =)1;l nrrtil-. /tn.' 5 to B in -X4 254 iron "i - in V'lrt -tap •XO = iG2 min /ri.0 in. IC" lmlup -X5= 3:11 m,y'1F 1 in.�' `III" •X1 = 185 mm: 1.:1 In -GP+ SIGNET 515/2!j3ti Iivtor -X Flow St n�ors 2536 Sensor Signal: Frequency: 49 He per m/s nominal 0 5 H4 per ft/s nominal) Supply voltage: 3.5 to 24 VDC regulated Supply current: <1.5 mA (a, 3.3 to 6 VDC <20 mA Cc? 6 to 24 VDC, Output Type: Open collector transistor, sinking Olrtpul current: 10 mA rnax. Fluid Conditions Rotor -X SP.risor Pressure/Tempprattire Ratings: Polypropylene Body: 12.5 bar (180 psi) max. Co? 20'C (68 "F) 515: 1.7 bar (25 psi) Max. CO? 90 '•C: (194 ^F) • 2536: 1.7 bar (25 psi) max. (r? 85 ,,C (185 'F) PVDF Body: • 14 bar (200 psi) max @ 20 "C (68 "F) • 515: 1.7 bar (25 psi) Wax d 100 'C (212 ~F) • 2536: 1,7 bar (25 psi) max @ 85 'C (185 °F) bar psi 1 1 14 7nn•— 11 180 8 120 6 60 3 40 i r •F 0 40 00 120 lhr1 -18 4 i / 49 71 ber psi 14 200 I 200 240 4;i 115 11 160 'lip 8 120 0 80 3 40 —• i 0 I -- 0 40 80 120 160 200 240 -18 4 27 49 71 9:1 115 Standards & Approvals • Manuf8dl,ired under ISO 9001 and ISO 14001 • CE - 515 Only: FM Class I, II, III /Div. I /GrOLIps A -G pays 1 of 4 Jul—'15-02 08 =13A 2. Location of Fitting Ry<:ornmandr.,d sensor upstroarnldownstrcam mounting requirements I Sensor Mounting Position P -14 Inlet Outlet Flange {[LIB Reriurer 70x I.U. I 15x I.U. lbi _ x I. D. I 5x I. D. 2 x 90" Llbow ll ?5x fD 5X l.n� 1 x 90" Llbow i - 3 dimoirsruns !j I 4Ux I.U. 5x 1. D.. Horizontal pipe runs: Mount sensor In the upright (o') position for best pe.rformarice. Mount at a rttaxinlurn of 45 when air bubbles are present (pipe must bo full). Do not bottom of the pipe when sediments are present. rnuunt on the Vertical pipe runs: Mount sensor in any orientation. Ul',war(1 flow is preferred to ensure full Pipe. 4. Standard Sensor Installation Lubricato the 3PnSOr O- rings with a silicone lubricant (r,.q. CAE silicone compound #G63? or e(4uivalent). Do not use any petroleum based lubricant that will attack the C. rings. tta Wrlduii .- •nn:nrpiio i F'kUCES:; N,NEAi (Torn viEv) r._ mrcr�on m now Figure A 2. Using an alternating /twisting motion, lower the Sensor into the fitting, making surf the installation arrows on thF hlar;k Cap are pointing in tho directiori of flow, see Figure A. 5- Sensor Wiring Technical Notes Usa 2- Conductor shielded c ibie for cable extensions. Cable shield must be maintained through cable splice. Refer to your instnnmenl rrr, -rnuaf for specifir wiring details. 2536 Sensor Connections to Other Brand Instruments black Other Brands + 3.3 to 24 shield 10 kQ _ VDC red Ord. Other Input instrument 0 DC sensor power Supplied from �CFt SIP[' N lokil r'ull•up resistor may tae regrwrrt her non GFt SIGNFntprand instrument. 6. Rotor Replacement Procedure 90" Elbow I X �.D., ISx I.D. PumpNaNc S �::•:J -11 S 7 J ox �5' r (1^ ,pQr q ..l r I }I 3. Engage one thread of the song(,r c all [lien turn the sensor until the alignment tab is seated in the fitting notch. Hand tighter) the sensor cap. DO NOT usy dray toUls on the se1150r cap or the cap threads and/or fittirig flange threads will hP damaged. see Figure B. a.t a n.i n ' Figure B f t 515 Sensor Connections to +GF+ SIGNET Instruments 2536 S *n5QF Connections to +GF+ SIGNET Instruments O Black FL u 5 VAC Fled Frequency in OShield Ground 1 To remove tho rotor. insert a small screwdriver between the rotor and the car of If)e sensor. 2. Twist the screwdriver blade to flex the Par outward enough to remove ono rind of the rotor and pin. DO NOT flr,x the ear any more than necossar ! y If it breaks, tltN sensor cannot bp repaired. -' 3. Instal) the new rotor by inserting one tip ()f the pin into thr, hple. then flex the oppoSife ear back f enough to slip rotor into place. page 2 of 4 +GF+ SIGNET 51.5125J6 Rofor -X Flnw Sensor's Jul=15-02 08= 13A P.15 7. K-Factors For example, in a 1-inch PVC pipe, the 515 paddlewheel generates 174.67 pulses per water are listed below in U.S. and filors. OS A K-Factor is the number of pulses a sensor will generate for nirh engineering unit of fluid which Posses the sensor. K-fact r for gallon of water passing lhp rotor. K-fartors are listed for pipes up to 12 inches. For pipes over 12 inches. corISLIlt Your +GF+ SIGNET distributor. - I L I PIPE SIZE FIrIIING, _!115�IWIOAX 2536M512.XX WE FITTINr. PIPE ON-) TIEL-L US GAL KMAUTURRS w. TYPE RM Fri-TIMO '151111 253481851-2I.XX (IN '11115�10- �11 BCH P TEES S . GHP4PVG (IN PVC PE CARBON STEEL TEES 'L P RTOOS 44i, ID ON SCH AO PPE STAINLESS MEL WfL6OLET3 ON 36HAoppE p'jm.o�' 14H 14 ;-If� V T107 2.1? T.1 (1111 I!Q11 �C� 14 0V I 4IM Bit I US 2C A 8070 37.0;)o 9.9339 •111, 411 14. Mol' 3 1 N -,a 312 2to 28fi.?8 1�3 21.: tn. 8!300" 40.6-2 '114 AL .. . . K 3nr, 2hI.Itjj.. :IBM I., ;2 f-SO 11.477 117.&5 31.137 121.22 12 DN M711 :1 9/r, 300 1 CR4%VV1C. 5.2EOD 7 M '982 91.139 24079 G IVJ2 III! sl "m W_ P 020 0 e.5812 rr 739 11 013 ,B Jilt _75- 2 1,2 P On 1?2"11 % ;Wt `Ivil" I' asm 3.650D 0. 14 DIP 13.1�±: J� �.Jp Kly 2 00D 4.34DD 1.1110 .3 4,lWilll- 4 g PS STEELTUS ON 86H 40 p4pj fl: ? FMOI r 1292 -a 2,0147 �_s 006 r"14710JI �"'-rr 1 111:1^ 14 . .20 13 . 90 .1175 • SCH U C C TEES FOR P PIPE 3'4 41? In •On nq r-AkBONS71ELWELDULET3 ON S�H W 1:11V3 I mis 41141 Ili I V,' 14 SV 11 a0 FiE 1!4 7'� 7. 07, 1 T76 -1n, 711 AID 4.91170 31f,00 __ _ .1 T iy C MOO? 4-4-A-3 12 IR M49 C "2 _j: !4WL�0. 2. CP','$TO'O 114.6: 46 3$244 -'-6.676- 77.320 4 1 0 21.340 6.4306 R.T., T, 2 '0 I/! In Ir. lit> r "(.1542 1.1 1 M.-I :11 ix/, I 'I 084N' na) 23 �OC400 CALVAMIZED IRON TEES H 40 RVE SGH 80 WOUDWR-156H B0 ... ..... . I_! ) �yll!j C PIPE 9 �':l "I I "IN11 0.3 5151 0.7202 PVBSOZC .12480, 34 C!X=: I . 9 Q-0. . YrQ? 3:7"* . I "'� .. .. 1!'L . 8- f, 94401 �41 0.5125 !:41 -4 A 4 gvesoc' - • Xilff .'4-4 COPPERMRONZE OPAZOL [TS ON St;H AD PIPE 7"'.. 52 2;0141 i 3 7-K M-46 B ii N C P fin .I'll try - :'1' .1 . " '2 2.3 �05 -Va 53 7.1 ::::..l hF44 0 I�L =15 A N:Na 43 WSW S.0,64 _L,_ L I, 2V 6 PVA (10 1" 111!# 'iA I.S1 E'14 �o .5 63 3 _.W4 41,$ :1.) &D70 /. PV85120 1.04C0 5 • H 80 PVC SADDLE ON 491:40 a 0562, ' PVC. PIPF COPPFR TFF Frrf*4$ ON 0OPPrR PIPE 301 K.- 1' jillui iNj 2 '7 12 2.7400 0 242.15) in 6.26,8 1 S(;IIWlRDNSA[5DLjESdNg�dHjd0 E ' 5.456 3.5552 4E, 5 4? 4_7 tn 74 1 1.91)0 "UKTOIS 56 06 049 01 2q. 170 7 T, 6 4�L 11 14.1 63.32, 6,,46 4 P, x3..87814 8 -_?RrffFrrrINCSONCOPPFR P PE SCHL Wpljo i-"0Z 12180 tilm PP CLAMPON SADDLE ON TR_A 1-10 1 2. Z.M I 30C 5.401.2 a IRISLA6, A .11. 6165-- ^8t" Iinfl!) 11.21110 130 :C' PP35120 .4 11 1-IA w, 01 4.11 ro 1-1.1 :1 InIll 2 ROD 0.5-11 9 PPCLAMP -ON 6 . ADDLE ON SCH 40 PIP PIFL 2 V.j 29.590 dt DO I )"'Y.- v CORT; 2K OHS Is 10 aiGH 80 IWC;W DWL-7E ON BCH 41) PIPE 2. 8D00 0.713 2 B 0 'r 3.55 P. 0 K 0.253E C' -23 2 3.040 14. 72- 3 A $!Wn J7 CGO 4 135 5 S. 'A In. ;Rd 05J :!Q�qL ' " 1 '1503 .ii EE .. ii Ply Ros 0 1.76ao IROSO ICI K-Factors DIN Pipes PIPE FITTING L 51"510-XX 253618512-xx SIZE I P . YPRCFIVL ri_61L�6 brpTn-50 AND IRS CODE . . PIE 133 A ON 70. _FPMJ0D5 r., -7 P"I ;`4 MTUO, �I i� .1.l% 150,777 .j I A 7 UN 21Z, PPMTOiO i4l IS U4 7 Ii,l) ON 32 - _it_ Inc 0 2 190 150.524 riN 40 50 ON W PPMT020 r44 "'I. I �N. (Cop, 141.1 11NV:12(; ON 6r. U iG.00 198.150 F,77 nN AD N.4"' 4 li�511 H_/.6O './I F 4 1 148 JL',n ,AO 1 A 27 /hil, t;q D14 100 fit , 1043 9U. 1 ilck.' W DN ".' z JUU 11 M 180 �.U(Xf ' 9386 rIN 't'v PFXI I o1ju 3.11872 C. 'W47 hLpgii DN 200 I 128-.15Dm564 V OJUII 1 11.,54 1 PVM FITTINGS tXk4SO, Q BS AND ANSIj - ON 15 Aq_ MTOt.), R'7 - - - - - - SFMTO(37 10 1 go . I W. �_2.j tlV (( 17f) 42 1443 1 �'d nN 2, To 1311.7!1 3R itR '531. UN 32 F.T.11 ' q )94 14 9IS 1 ,)A I r'a f"'; I DN 4(" W rVIT 43 450 . 'U 9" 41 Fl�)R iTsj j;,, X -L-R-1 AN &t "X 11 jl� A L _ISID D.S� 7 _U U� "J4 4 A '7j 14 ON 615.9430 N M. IFMT�,%(' j,5 TU U 2W 90U 1591707.13 ro I 4" UFMT02G 6 8410 __rlo 38.11 biii.it'U'534 1. 9�7 ' -�.y 7 1 -? -113 1.Iu IJ SACjS 1743 150 q, ON 17 '11, u d��4U ;24,7 1 -5 2 .1 n n„ ON 8 SFIVITC30 .100 EMT, - T, 1294 16 110 4 190 j,'. D. t, f 3 MT, T" ON ".i 0. 3 2.. Ibo 1F.T - 1�711.7 UN . ,jL -[ K:`1 1.3415 . 198.170 '. 6.4543 1) sit. 4.0720 190 M.Wr N 200 . SFNILON 11-jej A 11 pwC c FITTINGS (DINASO ) - L ROPE ONLY UN 11 PVMTO,ifi nyg k, G4 111.0 120 52 199.150.481 ON 25 I-A I DIU 48-G4 343 01.0 [IN 1_2 PVMT012 I ON 40 _�5 170.241.) PvkiTf)l." 1 Ubt, 13. WK9 19U. K,0.403 ON 50 PVMTIe& 9 Wi 1150 484 7',G 7 A t.. 5 U _i;v_ - VVMTD25 Z7 "'M L; ON W .14 . 7.14 9 2400 IyU.I {0. 7343 r'VMTUJU 12 je4 ol JN PV 16 L.) A i 5" njn r1V Tow 198.15U.740 . ..N 4,UUIB -.0 )N .11, 'IAI. - 98.150 "Ai •GF* SIGNET 5 15/2,,:Jb Hatur-X Flow 8. H-Dimensions The Plastic spirisor insert. in the Weldolet fitting MUST be removeri during the Welding process. WhPil reinstalled, it is i")PQrtant that the inser be lhroaa(jecl to the proper height ("H" dimension). Wraldolet "H" dimension 0 art number lrIuljutj rrlm 4W020 2.311 1U5.66 ' S4 , C W02r 2 33 104.14 CS4W030 12.32 58.92 1 CS4W040 2.30 1. CS4WU50 3:Oq 7848 C84WOBD 2 1 1 75 - "' CS4WORO 2.73 14 ('54W1 10 2.9fj 13919 CS4W120 '�4 2 69.34 CS4W140 5.10 129.54 C'54WI 60 4.65 123.19 ('S4VV1 80 4.60 1116.84 L CS4W200 4.18_ 111.25 j dill`lunaian an nurnbe I inches mm "4W241 1 4�16 1U5.66 ' C 4 W 36 4.1U 104.14 CR4WO20 2-38 60.45 CR4W02F, 2.33 59.18 CR4W030 232 55.92 ('.R4WO40 2.30 5842 CRAIW050 309 78.48 CR4W060 2.9fj 75.18 CS4W080 2.73 69.34 CR4V100 5.48 139.19 � CR4W120 �9.25 133.35 P4940 3 Of 4 Jul -15 -02 08= 14A P_16 9. +GF+ SIGNET Fittings Type Description Plastic tees 0.5 to 4 inch versions PVC or CPVC ....... ..... �._.� i PVC Available in 10 and 12 inch sizes only (,lux: -on •Cut 2.112 inch hole in pipe. Saddles Wuh.l in Plucc using solvent curtwnl PVC • 2 to 4 inch, cut 1 -7/16 inch hole in pipe Saddles el-n-. , 6 to 8 inch. cut 2 -114 inch hole in pilxt PP Clamp -on — Saddles Iron r Strap-on saddles +' 51 51851 0 -xx Ordering Information P51530 -PO ..... P51530 -P1 ..... P51530 -P2 P51530 -P3 ..... P51530 -P4 ..... P51530-P5 ..... x'51530 -TO . P51530- T1..... P51 530 -T2 P51530 -VO ...... P51530 -V1._ P51 S3U -V2 ...... 3- 8510 -Po ...... 3-8510-Pi ....... 3- 8510 -TO ....... 3-8510 -VO ....... 3519/515-P3 .. 3519/515 -P4 .. 3519/515 -PS ... 198 801 620 198 801 621 198 801 622 198 R40 31;1 198 B40 311 198 840 312 198 801 66'3 198 801 664 198 801 669 198 801 623 1-98801 624 198 80- 625 1A8 864 504 198 864 505 159 000 622 198 864 5D6 159 000 81 U 159 O% 820 159 000 821 Accessories Code M 1538 -2 ....... 198 80'• 181 P51547.3 ....,,, 15U 000 474 M 1538 -4 .......... 198 820 018 P51550 -3 ........ 198 820 043 3- 0515.322 -1 ... 198 R20 059 3- 0515.322 -2 198 82U 060 3 -0515 322-3... 198 820 017 M1546- I ...... 198 801 182 M1546-2 .......... 198 801 183 M1546 -3 ........ 198 820 014 M15413r4 ... _... 198 820 015 P51545 ......... 198 820 016 1220 -0021 ....... 198 801 186 1224-0021 ...... 198 820 006 1228 -0021 ..... 198 820 007 P31536 .. 198 840 201 P31536 -1 ........ 198840202 P31536 -2 ....... 159 Don 649 P31542 ........... 198 801 t;3i1 P31934 159 000 466 P51589............ 159 000 476 5523 -022? .,- , 1 S9 UUU 392 +GF+ SIGNET Aw.ill eblu in 10 r.nuJ 12 inch *ices only Cut 2 -1 14 inch hole in pipe Type D cscription Iron, Carhon .Steel, - 0.5 to 2 m. vergiq„r; 316 SS Thruaded i : Mounts on threaded pipe ends tees rarhorl Steel a Code stainless stool 198 840 140 Weld -on PaC Weldnlpts •. F�t>Prglas� .. 159 000 758 saddles: ,IR, FPT FPS Metric Wafer Fitting 2 to a Inch. Cut 1 -7/16 Inuit holu in ptpc —� Over 4 inch, cut 2 -1/4 inch hole in pipe Metric Spar. al nrClr( 1:) rn. to 36 it). Union Fitting 2536/8512 -xx - Ordoring Information Part No. Code 3- 2536410 . 198 840 140 3- 2_')J6-P1 ....... 198 840 144 3 2536 -132 ....... 198 840 145 3- 2536 -P3 .. 159 000 758 3- 2536 -P4 ....... 159 000 759 3- 25,36 -P5 1,59 000 /60 3- 2:-36 -TO ....... 198 840 149 Product Description • 2 to 4 inch, cut 1 -7/18 inch hole in pipe - Over 4 inch, cut 2 -1/4 inch hole in pe11e • 1.5 in. to 8 in. PVDF insert • =• It ul PVC insurl Spucial ordor 12 in. to 36 in. • For i p'prs DN fi5 Iq '!QO lent • PP or PVDF J • For pipes from DN 15 to 5o mm • PP or r•VDF Sensor, Polypropylene, Titanium Rotor Pirt, PVDF Rotor (black), V7 to 4 moll pipu Sensor. Polyp(opylune, Titanium Rotor Pin, PVDF Rotor (black) S lu 8 Inch Pipe Sensor. Polypropylene, Titanium Rolur Pin, PVDF Rotor (black) 10 to 36 Inch Pipe Sensor, Wet -Tap, Polyproilylelle, Titanium Rotor Pin, PVDF Rotor (bl,,, h (u 4 Inch Pipe Sensor, Wet -lap, Polypropylene. Titanium Rotor Pin, PVDF Rotor (black) 5 to 8 Inch Pipe Sensor, wet -Tap: Poiypropylene, Titanium Rotor Pin. PVDF Rotor ( h lack) 10 to 36 Inch Pipe Sensor, PVDF (n�lurd), Haalafluy Rotor Pin, PVDF Rotor (natural), 1/2 t0 4 Inch Pipe Sensor, PVDF (natural), Hastelloy Rotor Pin, PVDF Rotor (nabrral), 5 to 8 Inch Pipe Sensor, PVDF (natural), Hastelk Rqt Sensor, PVDF (nat.), PV y or Pin, PVDF Rotor (natural), 10 in 36 Inc11 pipe ( ) 9F It ) Rotor Pin, PVDF Rotor (nat.), 1/, rn 4 Inch Pipe Sensor, PVDF (riat.). PVDF (nat.) Rotor Pin, PVDF Rotor (eat.), S to 10 8 Inch Pipe Sensor, PVDF (nat.) PVDF (nil.) Rotor Pin. PVDF Rotor (nat ). 10 to to 36 filch Pipe Sensor, ()tcgrQI, PP, Titanium Rotor Pin, PVDF Rotor' (black), V2 10 4 Inrh Pipe Sensor, Integral, PP, Titanium Rotor Pin, PVDF Rotor (hlark) 5 to 8 Inch Pipe Senor, hltorjml, PVDF (nat.), Hastelloy Rotor Pin, PVDF Rotor (nat ). '/, to 4 In. Pipe Sensor, Integral, PVDF (nat.), PVDF (nat.) Rntor Pin. PVDF Rotor (oat.), ' /2 to 4 In Pipe. Sensor & Wet -Tap Assy., PP, Titanium Rotor Pin, PVDF Rotor (hlack), V2 to 4 In. Pipu Sensor & Wee -Tap Assy., PP, Titanium Rotor Pin, PVDF Rotor (black). 5 to 8 In. pipe Sensor & Wet -Tap Assy., PP. Titanium Rulur Pin, PVDF Rotor (b1.9r7k), 10 le 36 In. Pipe 3- 2SS(i.320 -1 3 2535x.320 -2.. 198 840 146 3 2536 -V1 ....... 198840 147 3 8:x'12 -PO ....... 198 864 513 3- 8512 -P1 198864 b14 3- 8512 -7'U ....... 198 804 518 3- 8512-VO 198 864 516 3519,'253&P3 . 159 000 822 3519/2536 -P4 . 159 000 823 3519/253rrPFi . 15-9000824 Product Description • 2 to 4 inch, cut 1 -7/18 inch hole in pipe - Over 4 inch, cut 2 -1/4 inch hole in pe11e • 1.5 in. to 8 in. PVDF insert • =• It ul PVC insurl Spucial ordor 12 in. to 36 in. • For i p'prs DN fi5 Iq '!QO lent • PP or PVDF J • For pipes from DN 15 to 5o mm • PP or r•VDF Sensor, Polypropylene, Titanium Rotor Pirt, PVDF Rotor (black), V7 to 4 moll pipu Sensor. Polyp(opylune, Titanium Rotor Pin, PVDF Rotor (black) S lu 8 Inch Pipe Sensor. Polypropylene, Titanium Rolur Pin, PVDF Rotor (black) 10 to 36 Inch Pipe Sensor, Wet -Tap, Polyproilylelle, Titanium Rotor Pin, PVDF Rotor (bl,,, h (u 4 Inch Pipe Sensor, Wet -lap, Polypropylene. Titanium Rotor Pin, PVDF Rotor (black) 5 to 8 Inch Pipe Sensor, wet -Tap: Poiypropylene, Titanium Rotor Pin. PVDF Rotor ( h lack) 10 to 36 Inch Pipe Sensor, PVDF (n�lurd), Haalafluy Rotor Pin, PVDF Rotor (natural), 1/2 t0 4 Inch Pipe Sensor, PVDF (natural), Hastelloy Rotor Pin, PVDF Rotor (nabrral), 5 to 8 Inch Pipe Sensor, PVDF (natural), Hastelk Rqt Sensor, PVDF (nat.), PV y or Pin, PVDF Rotor (natural), 10 in 36 Inc11 pipe ( ) 9F It ) Rotor Pin, PVDF Rotor (nat.), 1/, rn 4 Inch Pipe Sensor, PVDF (riat.). PVDF (nat.) Rotor Pin, PVDF Rotor (eat.), S to 10 8 Inch Pipe Sensor, PVDF (nat.) PVDF (nil.) Rotor Pin. PVDF Rotor (nat ). 10 to to 36 filch Pipe Sensor, ()tcgrQI, PP, Titanium Rotor Pin, PVDF Rotor' (black), V2 10 4 Inrh Pipe Sensor, Integral, PP, Titanium Rotor Pin, PVDF Rotor (hlark) 5 to 8 Inch Pipe Senor, hltorjml, PVDF (nat.), Hastelloy Rotor Pin, PVDF Rotor (nat ). '/, to 4 In. Pipe Sensor, Integral, PVDF (nat.), PVDF (nat.) Rntor Pin. PVDF Rotor (oat.), ' /2 to 4 In Pipe. Sensor & Wet -Tap Assy., PP, Titanium Rotor Pin, PVDF Rotor (hlack), V2 to 4 In. Pipu Sensor & Wee -Tap Assy., PP, Titanium Rotor Pin, PVDF Rotor (black). 5 to 8 In. pipe Sensor & Wet -Tap Assy., PP. Titanium Rulur Pin, PVDF Rotor (b1.9r7k), 10 le 36 In. Pipe 3- 2SS(i.320 -1 3 2535x.320 -2.. ... 198 A20 057 1.590001/2 Rotor, PVDF Black 3- 2S36.J20 -3 ... 159 000 273 Rotor, PVDF Nature) Rotui, Tulcul` 3.2536.321 3 2536.322 198 820 054 Rotor and Pin, PVDF Natural -1 ... 3- 2536.322 -2 ... 198 820 056 198 820 OS/ 3-7536 3223 ... 19B 820 058 Sleeved Rotor, PVDF Natural S10c' M1506-1 ..... 198 801 182 /01 Rotor, TefzeN' Rotor Pin, Titanium M 154-2 .......... M 1546 6 3 198 801 183 Rulur Pin, Hastellny -C .,... __. M 1546 -4 .......... 198 820 014 196 820 015 Rnlor Pin, Tantalum P51541) ...... . 19882001,15 Rutur Pin, Stainless Steel Rotor Pin, Ceramic 122U -0021 ....... 1, 21 -002'1 19R 81)1 186 0 -Ring, FPM- Viton)', .. 1228 -uo21 ....... 198 820 00x•, 198 820 007 0 -Ring, EPDM 0 -Ring, FFKM- KalrPz" P31536 ......... P-3 1536 1 198 840 201 Sensor Plug. POlypro ,.,.,... PJ 1536 198 840 202 5011601 Plug, PVDF Metric, -2 ........ 131542 .•......... 159 000 649 198 801 630 Sensor Pluq, PVDF P31 FA2 -3 P31934 159 000 404 Sensor C jp, Rod (for use w /515) Sen:wr Cap, Blue (for use P51589 159 000 466 w/2536) Conduit Cap ........... 5523 -0222 159 000 470 159 000 :592 Cunduil Adapter Kit Cable (per fool), 2 coed. w /shitild, 22 AWt; Signet Scientific Company, 3401 Aerojet Avenue, El Monte, CA 91731.2882 U,S.A- • Tel. (626) 571 -2770 • Fax (626) 573 -2057 For Worldwide Sales and Service, visit our website: www,g(slq,,6f,com • Or call (in the U.S.); (800) 854 -4090 GEORGE FISCHER *GF, Piping Syctorns 3-0515.U80 (t:- 6102) English page 4 of 4 '- Signet Scienribc Company 9001 Printed in U.S.A. on rw:yor ..,t rr,prr •GF• SIGNET 515x2530 Rotor -X Flow SenSOiS Jul—'15-02 OE3: 15A P_17 +GF+ SIGNET 2540 High Performance Flow Sensor 1111 1111111111111111111111111111111111 IN English (English) I r nv :1 RUCTIONS, xLU. I IM not iwilovo Iloill yX('.W.�io ...mcIrnijul I(?RI:11?'illlll ld/ i)l E::f.•Ull' c, {)l:(:II � <:i I:IL''IS. f I1;, 'IUt rl••r:,11 /sor, /ii wltnout follcrrrig n5talLstion InstrllC;Ions (sbl'. son;,' Inaru.�q �. six /::::I ':.d,:1y (lurf(JItr, .Jl';J I<:ra :,ll uld dtil ncl ', ';n Hitt [!U�)r :yodtlr.:t r:rn�;trtrr;lirtrl rt 1 :n ll -to lolI(;w:,;Ikity In!,illictloic:;x:l.ld lt::,ull nl:,i!V %lc I:clsolti:l ul•ulyl • Pipl;- hilinq, MUST I,(: I :,i•III,:IJ by iJ ,:uitiliu J vvddu wily. I (z'l' I 'jILNEI %,v'll iwt i::::,Ullll: hil'.A lly lP l,l'v k rIC ll,t 11rl: If i:j)Y.I lllll:l(1 I 1:,1i J I i 111': )'t:i. • • T tt, 2'1�C; I- -nCT:�.t'••;••;r:m''; i:v(!r;lll •:(•:,(:iticltir,rn :Inrt lip °lit:ainr °; r1��:tr -:)ri nn :ha lovrr.rl m:Jxinglm r!t n,:J r;:` :I'i' : (; t�I�EnY.:nl:, :4';';r)(J,)I+id •vi,IJ III+: .V'.b.''•I. I1 IN'1 -1• wl)l(I',, Ill+: I I(;bI)Ci ••_•/:^aril c( nu!y NN •,Ur:n(j )ls il'; link rn' --m-- i'nplr•, r1 h:'•q u.11vc a Ai (()Ifl:i:)IV1 "',l(11 it :i:(I II it I,E:1rIn III I IQ�1:)90, i ll rill lrKj !Ile F—It11Hsy,INr(1tilxlrtll Jtrl I)f r:S(t atir.l Iq 'I tVlxil'ktttl 5Pc., tIC.itn7115 MUST vidd to 1u: cwviprmur: wiT III(! It:w(I'; rn.)xirnu'n ,pri: fir•;1( q . orl Maximum Operating Pressure /Temperature: 17 t:;r -; 50, rm) o, ';' 't; ; ! i10 °f) .v.tn - <:ivid.!Ir1 V int•• •,P.rvior iitlinq 0.ringt; :25(: I::,I) r( ;Ql)'i, (; 1;)'I) WIT o:)lrnnlll I PR',+tn;(n littlog ()- li•up;. zt 1. Location of Fitting R+!r.nrnnl(:n(irtfi t;rur .•' l.l`r lrl•.Inl.''1::;7�1. 15h1 iun rnnur'i'uI Ir�r,it:ir;rr.(. r;•, Inlo 0"l lol Flange 1(I ); I.!). I :x I I) �V-a�ly ✓c /Gate -► I i x (Ji)° I f•x 3 rlunrlo� ,rv: 'till) alU. x9C_!" =Thaw �7 +.�► 1 Z5AIU xLU. U° 4'! 5° 2. Sensor Mounting Position t ` ci:iciii nl(n,niinrl '; 'r r)rilrn(.:r..r +ii =r, oL q wi:w1i tJUrlt,rnrrnc(E. Mnunl :it 3 '1'IiIX,;rILJ1ll oll 117" ,;t'In :llr tu.lfr >It;; ; =, r' prosi:llt. DO NOT Innunl Per. P nn ;I'C (ii,t1!:'rI E;: ;la: lit,(! v.f (-it ,ri i ni;'tts ar•: pNil':*.,r•. 0 3. Sensor Wiring +GF+ SIGNET instruments 112 in. NP1 conduit poll Pik ,:• •,:it Red oul, �--► m'�L11 I Stivi:r (l)C: ra tltrrlj i tsinr»rnt IL:,:. : r.n. L,.rr.r ... •I.:�., .:r�:, L:.:::rh r. rc.ri a•..nn., �,. h• :rG!hn ('Ii1: )i! h } +(it+ ,';i!:r.IET 254011 iJlt I'r. 'I;rnv rttr :: flow iriisr:; Other Brands o =a 1 I t:I:k (0 0: c'1 r :1 W, 1••`I nr`ll lnnCld .. Ili..a pill ul> rr••,rr:x rr^.;lu',i(I ; I;) 12 ns : rnn:•rr:r•r•1 • IJ; ?� r:n':i1.x':n •lu:: rlr:u r-:�hlr t('.I :: tl,: ,. :I,:n,:.� •, ,,I. In :I(:Onl l 1000 r: , • i'.'I: iIr �I:.�1r� :: :tIN:: ':hl!' iJ .1'111 ,11: 111 `:1 f:r� Puye I of 8 Jul-15-02 08:15A 4. Installation The t;)11<,-•.,ving iicxn�•, nre roclua t-,ci i(; pit "poly ri:,tij I I -(")I - !"ICIN 1! 254:') St.--mr;,ird and Hot I :!p St.'[ l:'G' 4.1 Hardware, Standard Sensor I it I ir-.-j ,wF-.1d.;:-1 r,r 5--:dclr•; •,vit•i tit NN o: ISO 7/1-Rr: 1 3 thr,-,acL 4.2 Hardware, Hot-Tap Sensor I'll., Ho(-1 ;11) so.:ls(x reqijifn�, A! 11,n, ORms :)Ill,:: furiiiiii! h.*111 wtivr: X I i irly'. v✓ith 1.5 in. NPT or Ri: 1 5 M31r: olj),At% 32 x irim C ') x L' r1.) v,,Wl ' .5 it; NPI nr 1/ 1 IZ 1.5 tool 4.3 Standard Fining Installation e. 1k ✓OO'lrKj n'l'(.'lY hcv. 011 kilill it '�,2 vi-ii in holt: ill 1hp, pipc- C. IhUR111 IIIE 1; pe. filtirg (.111 fit(: of tho plrjl acc-CIUM) 14: !I•P l-o lufi: to follow thr'slq ri),;kjlt i• L;.*).,Ii:y irji.•y -.!n-:l/c)i 1,•t:(ltj::1 1:) li..r,7 D. Ro.move tiii-iio [F,ji, ti�mrrillFj. E. I it-( : i i( ; , t-: r i -.:c ; i I ir i -i q i i i r) unit: I i i! . r it. 1. 11' it I 4.4 Hot-Tap Fitting Installation A. li's:a 11 it ic I ) q )*-. tar rig o! i tor.: !i;:• , t di,--i rric�tcr of 1'n: ; )i : w. t icf nrci ing it) :i (! i ri,--irii J,--lCtUrc-i rri.*.iy rkndl I" -,i:ID'N h()(1ly Ill.kjiy prCIJUA I'll: flo jxocos I tit i ri lilt Fig. I :k: pij;p. 'i-d I 'CA; Ill( ) I or plH. V.'ll1;'!i 1:X: PIP(. t ir, rig pipo o i tl,o it C. We.-.irinq f,jjTt.'jy 1)1(:t! " 1101 111',Lill -Ill %)f-1jDrCifjt ijl:., hn'p. (:ijfflnq :ool :.,-ci rii.-injt;ictulkct :, ill 111ii0tir +i) vdilh a --2 mill (' )5 it :II )I.]o Ill*., . lq." C-1f MC: I v...:lVC. my light fi: Use the recommended drill bit size or damage to the isolation valve may occur. rin (.,.rill -,l,)Lxj( ' yl Afit,i tho licAr:! i5 1:0 iv it :L,:• (Jr li J,orri Rwriovo tfic. thillillij E. thi: -.*,cil-,oi lilit vi,K-(a into :11C., 1C.-p of [tip. villv(i M.-Ac ttm hlf:!r!,j j ill(., of the cluitfig opPA.r,,itic:jj II �tba,l ............ I iq 11(y P_18 5lQ'-'r14;- 1 2540 Hiqh l'C:rfXr)tj1,c r• Flf)w Sc:-isor Jul=15-02 08:16A 4.5 Calculating the H Dimension B.--tore ari,,IzillwCj 111k.- •1:,Ul I.,. k. I I I it. id ;h nu I I it it i!,i :m:.,, Hm-.it) I -it iic: (I or I t(.t-T,--)F, irsi.-.,ilatio Is. .vk. M.W1110 t11C.- r-Ir N r:. krci-,yjj1. iotor ,i ;!t, - u:;i ix: irr,iiie thp. I-ApH. I F) to PHIS,Jlp. i91:111illi. (:;)I ;(: -Icrwriplish t IN. jh( 'I I' mcn:,uwd I;om lim OLASfOl SLIr4..1I-C• CA 9*0 ;_1ijA7,' V- Pit' Iji..1torli !.)I t-l(: !A:WA;l Nommol H"di*iwrniw*, I;il%H!i iiw ikii-id irt I:'I C31CLOOtt" the 'H" duw.,o:. ;A L"III(I 1111: k)lllltjlil li;'I-.d bi,4nv., your III( , ;I (lilt![ 1,01 tA(X1 tO MCMUXI yc.:u* pipe 1.0 itmi wifli viickrwi,s lip tci :j 11C jc.,n ('tarccac. ONV ). Pi7.,c well oickiicsf,* Pll*! -) Standard Sensors I I - 5 :'3 • Pipe 10 X 1.0.) Wall thickri•,!: '1.3 11 ! :r,:i:o tfi;vw1er Y it) J (,'-) '01 X 2.1`; .' 11 -. I 17AC-1 rrim it)) koct-:cl yoiji :P.rq)z, 11 li.:ttw H= Hot-Tap Sensors H 15.39 in I I—- X 1 17" rx.--impler IC VIC-[ if-ilir,7100 '110 wilm,uIll Will rwilknoi5-..; - I:) 15.:,ii) • Q 31> r 1-1) 1(1 X 1.1 1(3 mill ill Rc-,:%.-rcj our ,i:•i:.()t'•i "I !" rl m,.,t*,.•,c:,i tu itliiiw. H= Attu 1; q . 4.6 Standard Sensor Installation P.19 :I,, Ito KAM I:" IX 7- "H" pipe %Ada view ............................. direction of Mw mmommommumom. A. Throad or,(: ti(..x it! :nw. .v., -, ,it lilt., tilliq? -I(Ioci .0 voil ii luck --it, � ilit: : ;:rv,ni t iirl.71 I ( )d : in I pl;w.o : rj liqhwnirty P.; %.h hrK "Lit i mi , iiA 1,io w!mo B. Thuzi1 I.,-, I it.it 1,-)t ii.1 I I!x Filit rxitc 11tri ' ; I( :Fj(j 1W twit [-III I: )I! th'• "I V d MC-1 !,wtl lol WAV 1 11, m o: �(-.I - � I IJ I K-Wt: In OX I`A t- ,-III: ;1 .1; : it I it it (h y. I -Ij " t lr: nr Me ii:nq i. I r 14 'U ..] pointing dowirmi�,im I rILII f14) t. C)Ck :,efrxl ;itrjll() I C;F4- $'t_ NL F 25,11C •gh 119 jej:. F n.,v $ej,i... A x I 4.m 1:1w rw I. \vial ir 1111IF q Jul—'15-02 08:17A D. fjmgl� Alir. ri lh(t to :1w C 11-ircad LIPPOI hi:tx ni.r.; wilh ltiA w r:-iiiin 117': 1 111cy ::(mt,ict itw. ,f,.nsoi ri(j tityiwii. (;Ji,:(.k. [of :* u[:(n "H_ ij 4.7 Hot-Tap Sensor Installation 1;:1,1 ji! ------- ----- prrxov. It ri: oiro.110, Itopqrnv) 111P. licV✓ -iwr,ot iilil_lir,.;wii loot MUST hi�, to WC ffKffir, I" ff, "If, �.hcrxf). A. jwcacl rinc• i,, x nt,t r - o. or I-),, trrc,q -,Ilr,,,,?,:If:!cI lot;•- iw:1udo-.d in o(l wire :I lzx:k INMIC." 0111,C1 hUll, .4 S;•1 lift- od!; I'l I)y ow'i nux mA Otp.rit,l Ific *,(!-r-or fitiw� :F.q F3) B. IfiitNid urio, ijrri iiii! cirid k>.-Vcr Ilex 11.1 orll() rrrlc.l hIP:)dP(I I(xj .,(: 111AI lrlr. qt 111.17 15 11111 11.11 :A-I :I)e: 1t:_, !,Ultilcu t:ol 111c 1111110. "),0:1.1 1: Oilch hf,.x flill vAII• FI j,1r1 riij: (rig ); CAUTION: This setting is critical to ensure an adequate sensor seal and to prevent the rotor from hitting the isolation valve orifice during installation. C. Wilwille!'wric'-f tx,:N, ;V 11. ;) ray ;_:,ric-i: mc, t)ii [lit: 11:irc - joj. io point downstream Flo-c, tri,: •,It:ct:d 1hr(JI: cvcl Ow lock. lo✓ ✓w thr, into ric. unl 1111e -iol 117 :Iloe. urit'; ; I :I*,(.. IiIIII It,(!,. D. S!:CLII`,' 11-C' ;i:l'SOI With 1c1.k v.,r4if I•, iind tjj,:;P.i h:x lltj:,., Or ter! tC.P. :.,f 11)(., tkinqu, BOolf: t fjwewinq. it rpr Vic acpvor rI.Illtj,. !) Ili:' 1 (, :11lyllfrio-ifil rod I,. -.11d 1CV,_,I With :11c pf(;C(!,,:1 plp(?, If If.j. 10 K _i(j 'I' ) E. Mil .tjrc 'A iw? hli-4p(I v. ilv,! I•. (A11, ;4.(l (;1.l:{ uu7, fi17)10 'tic, tlrv; lod MUST op. j,):_!r:!1kA 1'.:: I, ppi! .,,•l UNDER Pi*.1SUR11 F. I-)](")d ant crpl Plox., III:x [-io, (:,!I(: .-if t!)(.. III-c a lw:O li Adli. : ii:icl li•:x r'Lr. tC, 0' C.., -.0 1 of 1. P.H:-looln t Ic, )IP. ojrnmni.>t Ili top ci ,cc:ri ox,,t it di(lr? I Ifj gF011117,11 I :) 1110 f.r'HIR TI(,:1IjI hitx rl LJL 1-7 Luck ;erisor fittinO ................ I L4 14 LI, , I direction of now I)t & .1 V., 1. : 1. rC. L J 4 V.,". q I.X I Ut FLOW FF 11 • hitx rl LJL 1-7 Luck ;erisor fittinO ................ I L4 14 LI, , I direction of now I)t Il C 4 I.X I Ut FF 11 • P_20 I q F.. 4 :11 R +U 4 SICt,4FT %,1,4(? I IQh Perlomicim e. F yN Scr)sc, Jul-15-02 08:17A Hot-Tap Sensor Installation - Continued G. I IC-51tion tll,:- 11, 111: ?r 1'. �c it I )ui if t I( J A ilw by I( :I if, :.l 11 %4 1 ihm it N :qpioxirrr.-*`-Iy 10 111111 ( 1 6 it'.) 'it) fit I III vi fl rnotir I M(Ajr; ttIC, 11"1111illi'micol L.1 M,Iko ill E!Itl+! rv.,lintrd between llic. 1'iit:,juutj iu-;J!, (mil" jlj(? •t ht:, I 11+.4 : it r : r i II t: I )% :i i I r1 1; ) I i `::11; I I `N •iH+ i r i i i I%% I ;. i t nn tc.,. c.) I n1 p I a o . (Ira 131" H. ANY itiv cir,ci J* I 10? 5VVIVO '17K.Aillt UIVC %") liftwurit pitWhi": ' j 1 3/6 ";':1- W`-:1101,) 'Wlifri 1h(+ ii15djjlI,jTiur h.x!l :,,fit'[ uril I it k, in :h� hc;+i, +)I tic., T-,,,ip ,)t 11it., 1wrl'.1fl. I. \/VP..--)rwij �;,--Voty f.,,: in. slowly open the isolation valve to the full open position. Lomo- 1`44: I01,/Pl 11`x '11'1 I'LltS ricuci tiom to :1 "H wirmn!timi. lixi ?I•i- j;_Jt`t clockwise (JI1111 I-IH 11allgO (If(,' kX"'r flex wl,i 1hro.0 thi m•• 11CX Iltlti, ACNvil Olitil Ith'y 4) J. kciriov4 ri: ir, i: I v; I I i(.!r i,-.Iv Oic ont; i I I i iwi I If,( ;I. I"(, (:;I I t- I Ill tO I 10t C � I l'Au. I-A i; I, : c- I (pommol if :,ul 1:,j )l ;Intl P-21 5. Standard Sensor Removal T(l fc!lrow, Ih,: nci ,(f mrf) depressurized empty pipe, J r,[,.jy wriiovn 1114 111.17 itf)d ill)lj(:[ IIFX 1111,11 Mill -.1c P1111 fj) o" wi( i G. Hot-Tap Sensor Removal 1c, ot•T-:q, c-1 .A.r -,;i'(:Iy Imin ,i prcs,tiijz(.-<j A- ki-vnnvo vic� .,j:7.. :r N ;.At c.lul I A L 1'*? x I I L It' . .. ;111,,1 I ) I r f4romm..',t. 16) B. lhlNt:lc nstaililili,:!l (ml if [A 1i :C. M1 HW 1)P-*.)lW,' ili sW r1 Aiwe :)f pl,lfu Lq. *1 /i C. I LI i r I , I , I I I c o I i'1"1: L I ... I I, :.)I clockwise-.l:1 luv✓ci lc-c11 irr(. openirg if r I if I I I I I c! I VCAO.A !J of I j A fill lf)"l, W:yj'L-T-1 372 mm llvx irld (14,6 in-) illf r`ji L. lA:j iT, 0 h . . .... "H rt dy 11bx p- 1:41N. VN X I dirextion of flow ... qil� 5. Standard Sensor Removal T(l fc!lrow, Ih,: nci ,(f mrf) depressurized empty pipe, J r,[,.jy wriiovn 1114 111.17 itf)d ill)lj(:[ IIFX 1111,11 Mill -.1c P1111 fj) o" wi( i G. Hot-Tap Sensor Removal 1c, ot•T-:q, c-1 .A.r -,;i'(:Iy Imin ,i prcs,tiijz(.-<j A- ki-vnnvo vic� .,j:7.. :r N ;.At c.lul I A L 1'*? x I I L It' . .. ;111,,1 I ) I r f4romm..',t. 16) B. lhlNt:lc nstaililili,:!l (ml if [A 1i :C. M1 HW 1)P-*.)lW,' ili sW r1 Aiwe :)f pl,lfu Lq. *1 /i C. I LI i r I , I , I I I c o I i'1"1: L I ... I I, :.)I clockwise-.l:1 luv✓ci lc-c11 irr(. openirg if r I if I I I I I c! UNDER PRESSURE! .17 1:';!, 1) r1F. V11-wi i CF I S,GNE I 2.S40 Iq rIll Page 5 of 8 I VCAO.A !J of A fill lf)"l, W:yj'L-T-1 372 mm llvx irld (14,6 in-) illf r`ji UNDER PRESSURE! .17 1:';!, 1) r1F. V11-wi i CF I S,GNE I 2.S40 Iq rIll Page 5 of 8 Jul-15-02 08:17A 6. Hot -Tap Removal - Continued D. VJH:tnry ,Aioy I!n:r! ct': wc..r,r ,,u,r,n rie iijv:nr hi!x riii ,trrl r,':i e K' 3 12 'Im 0 'l.6 n.1 Nom lu:: ti ,ertm,.t IOtncl I hnr-:,m :4 CAUTION! This measurement is critical to maintain watertight seal in sensor while allowing clearance to close the isolation valve. E. `Nci;'InU s,:ltay L,t.r: t l,::c: alt 'I. it. r Ihr c;lidlahr; l !nnl ;hit; counterclockwise la Ai dmvi !'wr.nr Ir is I IIIF '•.o-n'.r,r ;!•.:I'qc i't;r't?1CI5 thr..• U::,PC'1. 1•Qx I'Ut•,. (1• I. 1 tit F. R.9i;C one Io,.va I It: A ill °.I I;r'rl nut i:t Im.ln•n c:! ';rr,nt flare o G. _:In;C I;nitltb'al vole;:. '..••I;;v:: 1>r.; 1'';Ig I:L:tr.: rxf Inpl H. r•ly ' ale ly 'ra:,x I,rl l;r :[ tin l ,, (r11y. lu' +'1cl. cit:I nr:l :;:)Prl I'r. hkL'rl Putt g.•n9Or 111: 1.1101 LA,iAl vilh ✓,: pirtr: rlr, ,wrn,r.r tit rh:l; MOM :rr:•r I ll. Nuuil 'di:lvo ;.vlll+ ::u lill,lt, trnlw. ; on �\ tanu•rhr ,u,tt:• •::tP.rl (r :.rw rr;,I.iOi �1) to 'r:htra: 'nt:rn:ll I:,: +vdnr.. tlrnF+ IlLirl ;i 1r!ir;l;'l�; S.Cn >i:r r.. Lu:d 1::1 ululy ul:pr:r h,. rnA• CAUTION: I'1 r,r: r,l .I Icmq ,olivi; I* v;llvt.'.. t'1[ ;i_n;:a':nll :',;: I: idc-i 1, irri:nrr: of pros, ure Cali';httulr! n: :: t_�kr�l -� wh +:It 1�.:rn,�: ^r:; '!:.:,a�r';<,r I.'•:n ;Iln hhtrra +;,tler.: t::, l,:ba•;r: an:, :rH:�intH lak rlq <ulr: ru: ul :,I;uly f6.i<1 in1 Sensor can now be safely removed. When reinstalling the sensor: It::lvr, ; t11H h\'N/ 1 Q hrax nut n Itr.•=.itiral ;O ITtaib: ,r :11 "iy :n :anl,�t i;(d, It nr• v�1hrC Cli:rt':u: %:r: hculni t)Hlt;'H c,pi:rw!!j e,uliiimu 1 v;:IvH RI+:1.1'I In 'H ;. L h:'I:,Ii:'I 'iclu'tl nIIHI valv.l il, clp•;n <`i t, P -22 i. 7. Maintenance Yrur gr?lgO' tCC -luc:, hl11c ul I n 1-,I I)h-11:tl i :n Of Ctly'wIII, wilh'['ti F;x(:i- pji( ?I1 C' 3t'I L)C,:I,:,iullnl ;Hr °,;,I;'j_:;iI+ I: rth I di!: Ill Ill 8. Sensor Parts 2340 Sensor Assemblies •nFLlIlalirlI A ::nr•1r,tr!1 y .:dl Order nu. Sennor lytin. Fnni] bpti Cude c. ::d.tu;.rtn�n ttx, Cpdc 3.2',4o_t t,,l.•.'; n9 plate. Film 610035 31500.66:1 ywk xI 1n0U1II 19882003+3 3- 7540 -2 rol 198 840 036 3•'!!;411 3; }) Rolur kit wflntegral chat) and PEEK Lwminp: (uriginal dr-4ln) I % 8;41()4Q =• HrA. I v 1.5 it,. NPT Mill NMI n,17 �• 'v.,r,i {1r rllly)p t �0'•'N:t Ih:K I1rA Hp(-Tap ISO 7 :1 k I.!, 198 810 038 ttl H,l j:'Irt r1..1 SIAi,dar d VitunQ scncnr . trthng O•ra j 190 wu 4141 1 >J 7. Maintenance Yrur gr?lgO' tCC -luc:, hl11c ul I n 1-,I I)h-11:tl i :n Of Ctly'wIII, wilh'['ti F;x(:i- pji( ?I1 C' 3t'I L)C,:I,:,iullnl ;Hr °,;,I;'j_:;iI+ I: rth I di!: Ill Ill 8. Sensor Parts 2340 Sensor Assemblies Accessories Order nu. Sennor lytin. Fnni] bpti Cude gMt,.r,l+i. Dewiptiun Cpdc 3.2',4o_t $tar,da(d 1.6 ill NPT Film 610035 31500.66:1 Hot - I tip lrl&rallatiun tool 19882003+3 3- 7540 -2 Standard ISO 711 -H 1 :i 198 840 036 3•'!!;411 3; }) Rolur kit wflntegral chat) and PEEK Lwminp: (uriginal dr-4ln) I % 8;41()4Q 3. 2540 -:j HrA. I v 1.5 it,. NPT Mill NMI n,17 3- 2540.321 War krt w/ I ttooslcr, Carbide pin Runrnlny -H h6erittps, 316 :: returner.. 152 000 629 3-2's4(1-4 Hp(-Tap ISO 7 :1 k I.!, 198 810 038 1211.1-my l • SIAi,dar d VitunQ scncnr . trthng O•ra j 190 wu 4141 1721- 0021' Optimal EF'H Serrnr. littiup O-rilq '198620042 P'52504 1 R0pha(Y.IOenL rutur pi,, .11t; rs 19K am srt0 ®t�� K0504 -2 Replat:errinrt mMr pin. ItAfanlen carMc 1f1R 1120023 ' 1 0 ring rrqurnrt '1 ''5411 f inr slandard sen.ur, '2 Inr Hot.I ap .. Jf10 -4 in:WCtronmannal ..� /08869907 Y4i I U „f-j _Fi v J 9. H Dimensions, Standard & Hot -Tap Sensors Standard Sensors Hot -Tap Sensors Puyr-. 6 of t! E W= WM �t#1 ®ttt��l �tttttt ��tt��tttll® ®t�� En E W= WM �t#1 ®ttt��l �tttttt ��tt��tttll® ®t�� 1 (7;F+ :ili_ VFT u1;; ) I :9 VI,, lnrrr rt ^cp I low ', r,, , ��tt��tttll® 1 (7;F+ :ili_ VFT u1;; ) I :9 VI,, lnrrr rt ^cp I low ', r,, , MicroLogix 1500 / 1769 System System Overview Data Access Tool M (1764 -DAT, optional) r Optional Modules Real -Time Clock Module (176"TC) or ",° ~ ^^ 4odule (1764 —MM1) (1764-24AWA, or 1764- 24BWA, or 1764- 28BXB, one required) Clock/Memory Module (1764— MMIRTC) NW-1 Compact- UO Modules (1769) Add modules to the base unit (within the limits of power supply capacity). You can add an additional bank of 1/0 modules by using an expansion cable and power supply. The total number of UO modules must not exceed eight. UO modules are optional for expansion. MicroLogix 1500 / 1769 System End cap, 1769 -ECR, is required when expansion UO is used. 4 -2 Allen - Bradley MicroLogix 1 500 /1769 System MicroLogix 1500 Base Units Base Unit Specifications © 8class i, Divislon 2 A, B, c, D Hazardous C E General Specifications Description 1764 -24AWA 1764 -248WA 1764 -28BXB Operating Temperature 0 to 55 °C (32 to 131 °F) ambient Storage Temperature -40 to 85 °C (-40 to 185 °F) ambient Operating Humidity 5 to 95% relative humidity (without condensation) Vibration Operating: 10 to 500Hz, 5g, 0.015in. peak -to -peak Relay Operation: 2g Shock Without Data Access Tool installed: With Data Access Tool installed: - Operating: 30g panel mounted (15g DIN Rail mounted) - Operating: 20g panel mounted (15g DIN Rail mounted) - Relay Operation: 7.5g panel mounted (5g DIN Rail mounted) - Relay Operation: 7.5g panel mounted (5g DIN Rail mounted) - Non -Operating: 40g panel mounted (30g DIN Rail mounted) - Non - Operaling: 30g panel mounted (20g DIN Rail mounted) Agency Certification • UL 508 • C -UL under CSA C22.2 no. 142 • Class I, Div. 2, Groups A, B. C. D (UL 1604, C -UL under CSA C22.2 no. 213) • CE compliant for all applicable directives Number of VO 12 inputs, 12 outputs 12 inputs, 12 outputs 16 inputs, 12 outputs Line Power 85 to 265V ac 85 to 265V ac 20.4 to 30V do User Power Output none 24V do at 400mA, 400µF max. none Input Circuit Type 120V ac 24V dc, sink or source 24V dc, sink or source Output Circuit Type relay relay 6 relay, 6 FET transistor Input SoecHicatlons Description 1764 -24AWA 1764-24SWA and 1764 -28BXB Inputs 0 thru 7 Inputs 6 and Higher On -State Voltage Range791 o 132V ac 14 to 30.OV do at 30 °C (111 14 to 26AV do at 55 °C (131 °F) 10 to 30.OV do at 30 °C (86 °F) 10 to 26AV do at 55 °C (131 °F) Off-State Voltage Range 0 to 20V ac 0 to 5V do Operating Frequency 47 to 63Hz OHz to 20kHz (1764- 24BWA) OHz to 1 kHz t (1764- 248WA) On -State Current: • S.OmA at 79V ac minimum • 12.OmA at 120V ac nominal • 16.OmA at 132V ac maximum • 2.5mA at 14V do minimum • 7.3mA at 24V do nominal • MOM at 30V do maximum • 2.OmA at tOV do minimum • 8.9mA at 24V do nominal • 12.OmA at 30V do maximum Off -State Leakage Current 2.5mA min. 1.5mA min. Nominal Impedance 12kf2 at 50Hz tOkS2 at 60Hz 3.3kD 2.742 Inrush Current (max.) at 120V ac 250mA not applicable not applicable Relay Contact Ratings General Operation (Outputs 2 thru 7) High -speed Operallon (Outputs 2 and 3 only) 1, 2 At 240V ac maximum 20AV do min., 26.4V do max MA make, 0.75A break, 2.5A continuous 1800VA make, l BOVA break At 120V ac maximum 1V & 15A make, 1.5A break, 2.5A continuous 1800VA make, 180VA break At 125V do maximum 2.5V do 0.22A make, 0.22A break,l.OA continuous 28VA make or break Al 24V do maximum 1A at 55 °C (131-F) 1.5A at 30 °C (86 °F) 1.2A make, 12A break, 2.OA continuous 28VA make or break FET Output Specifications (1764-28BXB only) Description General Operation (Outputs 2 thru 7) High -speed Operallon (Outputs 2 and 3 only) 1, 2 User Supply Voltage 20AV do min., 26.4V do max 20.4V do min., 26.4V do max On -Stale Voltage Drop at maximum bad current 1V & Not Applicable at maximum surge current 2.5V do Not Applicable Current Rating per Output maximum bad 1A at 55 °C (131-F) 1.5A at 30 °C (86 °F) 100mA minimum bad 1.0mA 10mA maximum leakage 1.OmA 1.DmA Surge Current per Output peak current 4.0A Not Applicable maximum surge duration toms Not Applicable maximum rate of repetition at 30 °C (86 °F) once every second Not Applicable maximum rate of repetition at 55 °C (131 °F) once every 2 seconds Not Applicable Current per Common maximum total 6A Not Applicable Tum-on Time maximum 0.1 ms 611s Tum -off Time maximum 1.Oms 1B{ts Repeatability maximum Not Applicable 2µs Drift maximum Not Applicable 1µs per 5°C (1µs per 9 °F) ' Scan time dependent. 2 Outputs 2 and 3 are designed to provide increased functionality over the other FET outputs (4 thru 7). They may be used like the other FET outputs, but in addition, within a limited current range, they may be operated at a higher speed. Outputs 2 and 3 also provide a pulse train output (PTO) or pulse width modulation (PWM) output function. Allen- Bradley 4-7 MicroLogix 1500 /1769 System 1769 Compact 1/0 Modules Digital Input Module Selection Catalog Number 1769481 1769 -1A16 1769 -IM12 1769-1016 Voltage Category 100 to 120V ac 100 to 120V ac 200 to 240V ac 24V do (sink or source) 2 Operating Voltage Range 79- 132647 -63Hz 79- 132647 -63Hz 159 - 265647 -63Hz 10- 30630 °C (86 °F) 10- 26.4660 °C (140 °F) Number of Inputs 8 (individually isolated) 16 12 16 (2 sets of 8) Bus Current Load (max) 9OmA 6 5V (0.45W) 115mA 6 5V (0.575W) 100mA 6 5V (0.50OW) 11 5m 6 5V (0.575W) Power Dissipation (max) 1.81W 3.30W 3.65W 3.55W Signal Delay (max) On: 20.Oms Off. 20.Oms On: 20.Oms Off: 20.Oms On: 20.Oms Off: 20.Oms On: 8.Oms Off: 8.Oms Off -State Voltage (max) 20V ac 20V ac 40V ac 5V do Off-State Current (max) 2.5mA 2.5mA 2.5mA 1.5mA On -State Voltage (min.) 79V ac 79V ac 159V ac 10V do On -State Current (min.) 5mA679V 5mA679V 5.OmA6159V 2.OmA Inrush Current (max) 250mA 250mA 25OmA 250mA Nominal Impedance 12kf2650Hz 10kf266OHz 12kf265OHz 10kf2660Hz 27kf265OHz 23kf2660Hz 3kf2 IEC Input Compatibility Type 1+ Type 1+ Type 1+ Type 1+ Power Supply Distance Rating 83 83 83 83 With all inputs energized. 21npu is are compatible with a source or a sink, but those inputs within a set (a single common) must all be connected to sources or all connected to sinks. 3 The module may not be more than the specified number of modules away from the power supply of the controller. Digital Output Module Selection Catalog Number 1769 -OAO 1769-OW8 1769.OW81 1769-OB16 1769 -OV16 Voltage Category 100 to 240V ac AC or DC Normally open AC or DC Normally open 24V do 24V do relay relay Operating Voltage 85V ac to 265V ac at 5 to 265V ac 5 to 265V ac 20.4V do to 26AV do 20AV do to 26.4V do Range 47Hz to 63Hz 5 to 125V do 5 to 125V do (source) (sink) Number of Outputs 8 (2 sets of 4) 8 (2 sets of 4) 8 (individually isolated) 16 16 Bus Current Load (max) 145mA 6 5V (0.725M 125mA 6 5V (0.625W) 125mA 6 5V (0.625M 20W 6 5V (1.0m 200mA 6 5V (1.0W) 100mA 6 24V (2.4W) 100mA 6 24V do (2.4W) Power Dissipation 2.12W 2.83W 2.83W 2.11W 2.06W (maximum) i Maximum Signal Delay tum- on: '/s cycle2 tum -on: 10ms tum -on: 10ms tum -on: 0.1 ms tum -on: 0.1ms (resistive bad) turn- off: 'hcycle2 tum -off: loms turn-off. toms tum -off: 1.0ms tum -off. 1.0ms Maximum OH -State 2.OmA 6 132V ac OmA OmA 1.0mA 6 26AV do 1.0mA 6 26.4V do Leakage 2.5mA 6 265V ac Maximum OnState 1.5V do 6 0.5A not applicable not applicable 1.0V do 6 1A 1.0V do 6 1.0mA Voltage Drop Minimum On-State 10.OmA 10mA 6 5V do 10mA 6 5V do 1.OmA 1.0mA Current Maximum Continuous 0.25A 0 60 °C (140 °F) 2.5A 2.5A 0.5A 6 60 °C (140 °F) 0.5A 6 60 °C (140 °F) Current per Output 0.5A 6 30 °C (86 °F) (Also see Relay Contact (Also see Relay Contact 1.0A 6 30 °C (86 °F) 1.0A 6 30 °C (86°) Ratings on page 4 -12.) Ratings on page 4 -12.) Maximum Continuous 2.OA 6 60 °C (140 °F) 16A (8A per common) 16A 4.OA 6 60 °C (140 °F) 4.OA 6 60 °C (140 °F) Current per Module 4.OA 6 30 °C (86 °F) 8.OA 6 30 °C (86 °F) 8.OA 6 30 °C (86 °F) Maximum Surge 10.0A 3 not applicable not applicable 2.OA 4 2.OA 4 Current Power Supply Distance 85 85 85 85 8 s Rating ' With all outputs energized. 2 Triac outputs turn ON at any point in the ac line cycle, and turn OFF at ac line zero cross. 3 Repeatability is once every 2 seconds for a duration of IOms. 4 Repeatability is once every 2 seconds for a duration of 25ms. 5 The module may not be more than the specified number of modules away from the power supply of the controller. Allen- Bradley 4 -11 Microl-ogix 1500/1769 System 1769 Compact VO Modules Relay Contact Ratings, 1769 -OW8, -OW81 Maximum Volts Continuous Pe per Output Amperes Voltamperes IEC 947 NEMA ICS 2 -125 Make Break Make Break 240V ac 2.5A 7.5A 0.75A 1800VA 180VA AC15 C300 120V ac 15A 1.5A 125V do 1.OA 0.22A 28VA DC13 R150 24V do 2.OA 1.2A 28VA - - ' For do voltage applications, the make or break ampere rating for relay contacts can be determined by dividing 28VA by the applied do voltage. For example, 28VA/48V do = 0.58A. For do voltage applications less than 48V, the make/break ratings for relay contacts cannot exceed 2A. Digital Input/Output Module Selection Catalog Number 1769406XOW4' Voltage Category Inputs: 24V do (sink or source) Outputs: AC or DC normally open relay Number of Inputs and Outputs 6 inputs, 4 outputs Input Operating Voltage Range 10 to 30 0 30 °C (86 °F) 10 to 26.4 0 60 °C (140 °F) Output Operating Voltage Range 5 to 265V ac 5 to 125V do Maximum Bus Current Load 105mA 0 5V (0.525W) 5OmA 0 24V (1.20OW) Power Dissipation (maximum) ' 2.75W Maximum Input Signal Delay On: 8.0ms Off: 8.Oms Maximum Output Signal Delay (resistive load) turn -on: 10ms tum -off: 10ms Power Supply Distance Rating 82 With all VO energized. 2 The module may not be more than 8 modules away from the power supply of the controller. Analog Output Module Selection Catalog Number - Analog Ranges Number of Outputs Maximum Bus Current Load Overall Accuracy t Resolution Across Full Range Maximum Conversion Rate (all channels) Power Supply Distance Rating 1769.OF2 Voltage: 2 single-ended 120mA 0 5V do Voltage Terminal: bipolar: 2.5ms 82 •±10V dc, 200mA 0 24V do ±0.5% full scale at 12 bits plus sign • 0 to 10V dc, 25 °C unipolar. • 0 to 5V dc, Current Terminal: 12 bits • 1 to 5V do ±0.35% full scale at Current 25 °C • 0 to 20mA, • 4 to 2Om4 Includes offset, gain, non- finearity, and repeatability error terns. 2 The nodule may not be more than the specified number of modules away from the power supply of the controller. 4 -12 Allen- Bradley July 24, 2002 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #4 Moonlight Beach Urban Runoff Treatment Facility Project CMD02B Gentlemen: Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor, material and equipment necessary to accomplish the following change: Provide NEMA 4X enclosures for all electrical panels housed within the Treatment Facility. The electrical panels to have the new NEMA 4X enclosures includes the electrical panels for the following electrical equipment as shown on Contract Drawing M -2: ❑ Starter, Pump No. 2 ❑ Pump Control Panel ❑ Starter, Pump No. 1 ❑ Power Supply Panel The change for the addition of the above work will be $1,322.50 (One Thousand Three Hundred Twenty -Two Dollars and Fifty Cents) in accordance with the attached request. The contract time will not change. Please signify your acceptance of this change order by signing below. Please return the change order to the City after you sign it. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. Greg Shields, P.E. Field Operations cc: Director of Engineering Services Kathy Weldon ACCEPTED BY: Dale E. Winterquist, President Falcon General Engineering, Inc. Contractors License No. 540704A July 12, 2002 Mr. Dale E. Winterquist President Falcon General Engineering, Inc. 572 Collyn Street Vista, CA 92083 Re: Moonlight Beach Urban Runoff Treatment Facility Request for Substitution Multi Media Units Paint Dear Mr. Winterquist: c 00 FED) We have reviewed the subject substitution request. The substitution of coating for the Yardney Dual Media Filters is approved with the following exceptions: • Topcoat shall be 4 -6 mils • Prime Coat shall be 4 -6 mils Permission for the subject substitution is granted for the Yardney Dual Media Filters only. If you have any question please call me. Sincerely, C' q, 4" - - - Sean F. Manning, P.E. Construction Manager cc: File Kipp Hefner Rick Brady %J<l9 ✓l�r�� i�a� ore- ..%P.o <ril . lid ,r',�O • <<ir'�� g �� <��iiiir .9,1`/,`�� 07/11/02 THU 15:05 FAX LO 001 /006 +` PE O H ►btxt4 ttFTN€Jf ASSOCIATES F A L C O N G E N E R A L ENGINE ERIN G, I N C. 572 cOUYN STREET • VISTA, CA 92083 TEL 760/630.9570 FAX 760/630-- 6 48 •STATE CONE. LIC. #5d0704 July 11, 2002 Richard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City orEncinitas, Ca CMS01 B Subject: Request for substitution Gentlemen, RECEIVED RICHARD BRADY & ASSOCIATES Document No. 0203 -A -21 Attached, please find a request lrom Clear Creek Systems to substitute the specified paint on the Multi Media units. The paint being proposed is paint that is normally used by Yardney the manufacturcr of the multi media units. An expedient review d approval would be greatly appreciated. 11' you have any qu t• ns, please feel free to call. Sincerely DAle F„ Win fer,,�uilt President �/ Falcon General Engineering, lnc. 07/11%02 THU 15:05 FAX _ _____ _ tt0002 /0U6 Clear Creek Systems, Inc. July 11, 2002 Mr. Kipp Hefner City of Encinitas 505 South Vulcan Ave, Encinitas, CA 93024 RE: Requests for substitution of Equipment for Moonlight Beach Treatment Facility Dear Mr. Hefner: Clear Creek Systems, Inc. (CCS) requests that the. City approve the following substitution of Equipment for the Moonlight Beach Treatment Facility. Substitute the specified paint for the following paint on the Multi -Media unit. Primer paint applied*rmils. See attached brand and type of primer used. Finish paint applieTils. See attached brand and type of enamel used. In addition to the'abtve, all metal surfaces are cleaned and prepped SSPC -SP3 Yardney has used this paint definition successfully for many years. The paint has a high gloss finish and has proven to hold up very well in outdoor installation. In addition to the fact that the manufacturer has used it fur years in many harsh outdoor environments, CCS has observed this coating to hold up very well on the equipment it purchased from Yardney. Sincerely, Joe Gannon Clear Creek Systems, Itic. 1101 LInion AVCn tic • F,*;Jkc i's firld, CA 93 -J05 1661) 3) 1.9634 • Fa.-L (6t5 1) 322 -4'205 • www.0 leaf creek$ystcros.cum 07,111,102 TIRI 15:05 FAX ------ - -- _ _gUus uvo TA13 LOCATION – ACRYLIC:: ;; ■ TECHNICAL DATA RUST- 0- CRYLiC, 14I -1.0 pSMn- ACRYLIC 3769 RED PRIMER 1 3781 GRAY PRIMER DESCRIPTION / USES Low VOC, water -based acrylic primers used for interior or exterior applications where optimal performance is desired or conditions of high relative humidity and low temperatures exit, APPEARANCE Fiat Red and flat Gray. RECOMMENDEO TOPCOATS Designed for use under the HI -LO DTM Acrylic 3700 Water -Based Enamels where additional protection is needed or for pr010119ed performance. PHYSICAL PROPERTIES (Calculated values are shown and may vary slightly from the actual manufactured RESIN TYPE PIGMENT TYPE SOLVENTS WEIGHT PER GALLON WEIGHT PER LITER SOLIDS BY WEIGHT SOLIDS BY VOLUME VOLATILE ORGANIC COMPOUNDS RECOMMENDED DRY FILM THICKNESS PER COAT WET FILM TO ACHIEVE DFT THEORETICAL COVERAGE 1 MIL DFT PRACTICAL COVERAGE 0 RECOMMENDED DFT (Assumes 15% Material Loss) DRY TIMES 0701- 80 °F (21'- 27•C) AND 50% RH TACK FREE HANDLE RECOAT DRY HEAT RESISTANCE SHELF LIFE PACKAGING SPECIFICATION PERFORMANCE SURFACE PREPARATION material) Acrylic Dispersion Zinc Phosphate, Calcium Carbonate, Red Iron Oxide Water, Propylene Glycol 10.0 lb, 4.5 k9 50% 39% �/• 1 Less Than 250 911 (2.08 lb./gal) 1. S :,2 S.mU� (37.5 - 62.5 It) 4-' mils (100. 175µ) Unthinned Material 609 - 640 sq fdgal (14.5 - 15.2 m: /L) 21D - 355 9q. ft. sq ft/gal (5 - B.4 m2/L) 1 - 2 hours 2 - 4 hours 1 - 3 hours 200 °F (1000C) 3 years 1- gallon These products can be used In USDA regulated facilities based on r51S Directive 11,000,4 (Rev 1) November 24. 1995. ALL SURFACES Remove all dim grease, oil, salt and chemical contaminams by washing the surface with Industrial Pure Strength3 Cleaner /Degreaser, comrnerclal dMergent or other suitable cleaner. Rune thoroughly with fresh water and allow to fully dry. RUST OLEUM CORPORATION • 11 HAWTHORN PARKWAY -VERNON HILLS, ILLINOIS 60DO1 • TELEPHONE: (647) 387.7700 Ca A—y PdrW in V $.A www.fustoioum.com FORM 2102%et Rw V 07/11/02 71R1 15:05 FAX - - -- - -- —IKJ.. UU4e UUt3 STEEL Scrape and wire brush or power tool clean to remove loose rust, scale, and deteriorated coatings. Abrasive blast to a minimum Commercial Grade (SSPC -SP•6, NACE 3) for more severe exposures. Two coats of primer must be used on abrasive blasted surfaces. APPLICATION Apply only when air and surface temperatures are between 351 - 10011'. 2i - 381C) and surface temperature is at least 5 i r above dew point. THINNING BRUSH /ROLLER Normally not required, when necessary, thin with fresh water AIR ATOMIZED SPRAY Water - Up to 1 pint per gallon AIRLESS SPRAY water - Up to 1/2 Pint Per Gallon CLEANUP Spray: IMMEDIATELY flush spray lines with water, followed by Rust - Oleum 333 Thinner or 3599 industrial Pure Strength® Cleaner /Degreaser. Brush or Roller. Soap and water immediately after use. EQUIPMENT RECOMMENDATIONS (Comparable Equipment Also Suitable). BRUSH Use good quality synthetic bristle brush. AIR - ATOMIZED SPRAY Fluid Fluid Atomizing Model Tip Delivery Pressure Pressure Pressure 055 -.070 12.16 oz/min 4060 psi Siphon .055•.070 D 40.60 psi HVLP (various) .43 -.070 8.10 oz/min 10 psi at tip Air cap for highest pressure AIRLESS SPRAY Fluid Prtessuro Fluid Tip Filter Mash 2000-3000 psi 013 • .017 100 SAFETY INFORMATION Flashpoint >212 °F (100 °C) Setailash Lead Content Lead -free. PROTECT FROM FREEZING. CAUTIONI MAY CAUSE EYE AND SKIN IRRITATION. FOR INDUSTRIAL OR COMMERCIAL USE ONLY. SEE THE PRODUCT MATERIAL SAFETY DATA SHEET (MSOS) AND LABEL WARNINGS FOR ADDITIONAL SAFETY INFORMATION. Tne technicAl date and auggeations for use contained herein are correct to the boat or our knowledge, and offered In good faith. The statomants of this literature do not conotitute a werrenty. express, or 6nptled, an to the performance of these products A9 conditions and Vae of our materiels are beyond ouf control, we can guarantee thoaa products only to conform to our standards of quallty, and our liability, if any, will be limned to reptarefnent of detective materials. All technical Information is subject to change without notice. 07/11/.02 TdiL1 15:06 FAX __________ ___ _AUU5/UUe rr• ..ri -, ., .97r,v� rn`i.a v�..,J..�..r.Iw��..Mk, rn ♦SIIiLr/115 ILI { DESCRrFTioN: 340 G /L; POLYURETHANE ENAMEL 300 G/L POLYURETHANE ENAMEL is a special acrylic modified aliphatic urethane. This product iO designed to provide s high quality, non - yellowing, extremely durable chemical resietant top coat. 340 G/L features exceptional easel of application, toughness, flexibility and abrasion resistance. 340 WL has excellent performance to salt spray (ASTM B -117) , watec immersion (ASTM D -870) , and humidity (ASTM D- 2x4'7) . I r • • Lead and chromate fre option • Impact resistant Non- photochamically t' 100 active Excellent gloss retention • Resistant to Skydrol • Excellent flexibility High gloss "wet look" Extremely durable Excellent resistance to chemicals and solvents Refer to label for -actions and warnings pertaining to this product. f "MWAL PROPER'T M COLOR ' 'VAK100S COL01ts SA W FNYW H HIGH GLOSS *WET LOW SOLVENT E EkTERS PWD AROMATIC HYDROCAP -RONS RASH POWT 3 3 °r TCC DRY TO TOUCH 1 1 - 2 HOURS AT 77 OF % SOUDS OY vain 6 64 : 5OUDS er VMGW 7 71 , COVERAM 1 1'028 SQUARE FEET @ 1 MIL DRY MWOSM 2 22 - 25 SECONDS ZAHN 02 @ 77 °F RECOATTMW 4 40 R ROURS AT 70 - 80'F V 0.C. 3 9 90 G/L (2.8 LOS /GAL), MIXED EQUAL PART A b 8 High gloss "wet look" Extremely durable Excellent resistance to chemicals and solvents Refer to label for -actions and warnings pertaining to this product. f 07,111/02 ,THU 15:06- _ _ FAX _ ... , _ _ .. _ , ��uua �uua 70 < i oC,i Surfaos to be pointed must bel ciew1, dry, tree of loam pafJ►t and WY f9rei9n matter. %.,M=: For Rule 1107, primer with 6ppropt:iate alis jer. &Pox Prinoc, For Rule 1151, treat with Z Pro-Etch then prime with PC. AquOhmer. For Rule 1151, treat with pcL Pro -Etch. For Rule .07, prime with Ellis 6690 Vinly W&Ah primer oC 21110 1885 Etch 'N Fill. Refer co individual :oduct profile for directions for use WMMAZ ZE- 340 4h. may lift old t. We rscaamend a test patch. If lifting occurs remove .d paint and follow directions for ba► a steel. ZnQt Mix one part 340 WL Base withlaw part 380.98 activator. After mixing the "pot life" is Vroxlmately three (3) hours at 70 F.1 =JUL Wis PX-499 Aeoeleratot I be added to reduce cure time. Add no more than 4 fluid vices to one gallon of catalyzed mlttelial. Cute time is raced approximately in halt and mpct .re" is shortened to one (1) hour. wit go thinning is required. MIML tifuipaent should be cleaned Aawdiately after use. use ELLIS 672 solvent for enclosed 'stall or #8D20 compliant clean- Up oral ent. I I ZZ I;3M- -. Kininn 1 year. FnM P �i ty 3 4 0 SfT. mrwax _ err. i AMF.qTJX: ASR1it D3359 Cross - hatch -1001 sdkesion FLEKIR'TLTTV MM • Am 737 1/2• Mandrel, no cracking an 21slommi, Q=Warative Zest iacoallent EUUMMESSt ASM a -3363 R - 211 7H G-53 1000 flouts, no lass of gloee • A9'1!4 0 1I 7 04793 pass AM DAM3 Pass nmwr --- r J1M D-Z79a 160 frr-lbs, no cracking F lam= AM 6-2794 160 in -lbs, (10 Cracking lna EMB4YPI Pans, no Change wary 14, 1991 :e; KAterial Safety Data Sheet are dlr table upon request. Lis Paint CaVmy, certitiesto that a11ic1Iis cMtings delivered to tam customer in new, sealed Itaineris will meet e11 pertirawt quality etwdar& presented in F11i■ published literature, ice scatters of Surface pcepssratiou, ics�an ptooscivae astid other local factors which effect '£ormathce are beynnC Its 4CRtCQ1, Ell a aesuum no liability for casting failure other than to 7P1Y feRlaeernent material for an Cil1� oaatiag Shown to be defective. 31 S0 Ease Ptoo ®ouleV4. WS Anneles. Calltorn3a 90023 / (21312R1.A114 0 TCTAI P.0 Mary 29 Q� 08:54a Richard Brady [858]496 -0505 p.1 4909 Murphy Canyon Road, Suite 220 San Diego, California 92123 Tel (858)496 -0500 Fax (858)496 -0505 Facsimile Transmittal To: Kipp Hefner From: Sean Manning Campany. City of Encinitas Project: Moonlight Beach URTF Fax: (760) 633 -2818 Project No: Encintas.001 Phone: (760) 633 - Date: 5129/02 Re: RFI and Scope Changes Response Pages: 2 (excludes this page) CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply • Comments: Good Morning Kipp, Here are responses to the Falcoln's RFI and Deviation Request for your files. I will have feedback to the Contractor regarding the deviation request for the wetwell this afternoon. See you Friday. Sean If you do not receive all the pages of this transmittal, please call (858) 496 -0500. Date: May 29, 2002 Time: 7:57 AM Initials: Mary 29 0? 08:55a Richard Brady (858)496 -0505 p.2 May 28, 2002 Mr. Dale E. Winterquist Falcon General Engineering Inc. 572 Collyn Street Vista, California 92083 Subject: Moonlight Beach Urban Runoff Treatment System Changes Dear Mr. Winterquist, We have reviewed your letter (Document No. 0203 -A -001) in which the proposed scope changes for the subject project are described. We are in agreement to the proposed changes. Please proceed with preparing submittals for design changes as discussed at our May 22, 2002 meeting. The design changes are summarized as follows: • Eliminate the Pinch Valve • Add an electric actuated flow control valve at the rear of the system • Add a flow meter • Eliminate the backwash water from City potable water source and use treated process water • Potentially upgrade pump motors to 7.5 hp from 5 hp If you have any questions concerning this matter please do hesitate to call me. Sincerely, Sean F. Manning Project Manager -"� *PM 5i6W, V1106 May 29 02 08:55a Richard Brady (858)496 -0505 p.3 REQUEST FOR INFORMATION NO. 001 DATE: 5/17/02 Project: MOONLIGHT BEACH URBAN RUNOFF Owner: City of Encinitas TREATMENT FACILITY Contractor: Falcon General Engineering, Inc CMSOIB 572 Collyn St -, Vista, C:a. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: C -2 & C -3 QUESTION/PROBLEM: INFLUENT ELEVATIONS / SLOPE TO WET WELL CONTRACT DRAWINGS C -2 & C -3 INDICATE THE INVERT OF THE INFLUENT PIPE ® THE CONCRETE BOX CULVERT TO BE 14.20, AND THE INVERT (Qa THE WET WELL TO BE 7.66.7171-11S IS A 6'- 7" PALL THE TOTAL LENGTH OF INFLUENT PIPE IS 20' WHICH RESULTS IN A FALL OF APROX 4" PER FOOT DRAWING C -3 REQUIRES A MIN OF .005 FALL. PLEASE REVIEW AND PROVIDE CLARIFICATION CONTRACTOR'S AUTHORIZED SIGNATURE (FOR CONSTRUCTION MANAGER'S USE) DATE: .5 Al to L REPLY /SOLUTION: .005 SLOPE IS SPECIFIED AS A MINIMUM SLOPE BETWEEN THE INVERT OF THE PIPE AT THE STORMWATER CULVERT AND THE WET WPLL. THE DESIGNED SLOPE IS 0.33 WHICH IS GREATER THAN THE MINUM. THE INTENT OF THE SPECIFYING A MINIMUM VALUE IS TO INSSURF. THAT AT NO LOCATION IN THE PIPE ALIGNMENT WILL THE SLOPE BE LESS THAN .005. THE CONTRACTOR MAY NEED TO REDUCE OR INCREASE THE FALL OF THE PIPE ALONG ITS ALIGNMENT TO AVOID UNKNOWN OBSTRUCTIONS. IF A SLOPE DEVIATION IS REQUIRED THE MINIMUM SLOPE ALLOWABLF, TS .005 INSTALL THE PIPE AT THE INVERT ELEVEVATIONS SHOWN. CONSTRUCTION MANAGER'S AUTHORIZED SIGNATURE: , DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner S. Project Files 3. Project Manager _ 1 _ May 31, 2002 CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 Richard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMSOIB Document No. 0203 -A -006 Subject: Certificates of insurance Gentlemen, Attached please find one (1) original certificate of insurance for General Liability, Workers Compensation, and automobile coverage. If you have any questions, please feel free to call. Sincerely, Dale E. Winte&Aist President Falcon General Engineering, Inc. Client : 849 FALCOGEN COR CERTIFICI 'E OF LIABILITY INSU ANCE 05/28/02 PRODUCER POLICY EXPIRATION DATE MM/DD/YY THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION E1 Camino Insurance Lic0539016 KZB 517 8 6 7 ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 3156 Vista Way, Ste 300 Oceanside, CA 92056 $1,000,000 HOLDER. ALTER THIS CERTIFICATE DOES NOT AMEND, EXTEND OR THE COVERAGE AFFORDED BY THE POLICIES BELOW. MED EXP (Any one person) $ 760 7 21- 3 2 3 2 $1,000, 000 INSURERS AFFORDING COVERAGE INSURED 572 Falcon General Engineering, Inc. Street Vista, C Ca a 92083 s2,000,000 INSURERA: Royal Surplus Lines Ins Co INSURERS: Safeco Insurance Company INSURERC: State Compensation Insurance Fund INSURER D: LIABILITY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS INSURER E: 0 8/ 16 / 0 1 0 8/ 16 / 0 2 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. INSR LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE MM/DD/YY POLICY EXPIRATION DATE MM/DD/YY LIMITS A GENERAL LIABILITY X COM M ERCIAL GENERAL LIABILITY CLAIMS MADE OCCUR X BI/PD Ded : 2, 5 0 0 KZB 517 8 6 7 08/16/01 0 8/ 16 / 0 2 EACH OCCURRENCE $1,000,000 FIRE DAMAGE (Any one fire) $50r000 MED EXP (Any one person) $ PERSONAL & ADV INJURY $1,000, 000 GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE LIM ITAPPLIES PER: POLICY PRO- JECT LOC PRODUCTS - COMP /OP AGG $1,000,000 B AUTOMOBILE jANY LIABILITY AUTO ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS NON -OWNED AUTOS BA815 6 6 0 5 D 0 8/ 16 / 0 1 0 8/ 16 / 0 2 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 BODILY INJURY (Per person) $ X BODILY INJURY (Per accident) $ X PROPERTY DAMAGE (Per accident) $ GARAGE LIABILITY ANY AUTO AUTO ONLY - EA ACCIDENT $ OTHER THAN EA ACC AUTO ONLY: AGG $ $ EXCESS LIABILITY OCCUR a CLAIMS MADE DEDUCTIBLE RETENTION $ EACH OCCURRENCE $ AGGREGATE $ $ $ C i WORKERS COMPENSATION AND 180389501 EMPLOYERS' LIABILITY 0 8/ 16 / 0 1 08/16/02 X WRY LA MIT OER E.L. EACH ACCIDENT $1,000,000 E.L. DISEASE - EA EMPLOYEE $1,000,000 E.L. DISEASE - POLICY LIMIT $1,000,000 OTHER i DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES /EXCLUSIONS ADDED BY ENDORSEMENT /SPECIAL PROVISIONS Project: Moonlight Beach Urban Runoff Treatment Facility Certificate Holder is named as Additional Insured as respects General Liability per attached endorsement. *30 day cancellation notice, except 10 days for non - payment of premium. .iv n City of Encinitas 505 S. Vulcan Encinitas, CA 92024 SHOULD ANYOFTHE ABOVE DESCRIBED POLK:IESSE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 30— DAYS WRITTEN NOTICETOTHE CERTIFICATE HOLDERNAMED TOTHE LEFT, BUTFAILURE TODOSOSHALL IM POSE NOOBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR r+�.vrtu cw �nyi� 1 of 2 4#5151'/ 2 2 / M12 016 0 GHR © 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. AcvHUZb- 5('rd')2 Ot 2 #S151722/M120160 Policy Number: KZB517867 COMMERCIAL GENERAL LIABILITY Named Insured: Falcon General Engineering, Inc. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY. ADDITIONAL INSURED -- OWNERS, LESSEES OR CONTRACTORS (FORM B) THIS ENDORSEMENT MODIFIES INSURANCE PROVIDED UNDER THE FOLLOWING: COMMERCIAL GENERAL LIABILITY COVERAGE PART SCHEDULE ANY PERSON OR ORGANIZATION TO WHOM OR TO WHICH YOU ARE OBLIGATED BY VIRTUE OF A WRITTEN CONTRACT OR BY THE ISSUANCE OR EXISTENCE OF A PERMIT, TO PROVIDE INSURANCE SUCH AS IS AFFORDED BY THIS POLICY. NAME OF PERSON OR ORGANIZATION PROJECT: CITY OF ENCINITAS 505 S. VULCAN ENCINITAS, CA 92024 MOONLIGHT BEACH URBAN RUNOFF TREATMENT FACILITY (If no entry appears above, information required to complete this endorsement will be shown in the Declarations as applicable to this endorsement) WHO IS AN INSURED (SECTION II) is amended to include as an insured the person or organization shown in the Schedule, but only with respects to liability arising out of "your work" for that insured by or for you. IF YOU ARE REQUIRED BY A WRITTEN CONTRACT TO PROVIDE PRIMARY INSURANCE, THIS POLICY SHALL BE PRIMARY AS RESPECTS YOUR NEGLIGENCE AND CONDITION 4. OTHER INSURANCE DOES NOT APPLY, BUT ONLY WITH RESPECT TO COVERAGE PROVIDED BY THIS POLICY CG 20 10 1185 COPYRIGHT, INSURANCE SERVICES OFFICE, INC., 1984 CON GENERAL ENGINEERING, INC. N STREET VISTA, CA 92083 TEL 760/630 -9570 FAX 760/630 -3648 • STATE CONT. LIC. #540704 SUBMITTAL NO. 003-01 For SECTION 02140 DEWATERING MOONLIGHT BEACH URBAN RUNOFF TREATMENT FACILITY CONTRACT # CMS01B CITY OF ENCINITAS, CA It is hereby certified that the Equipment/Material shown and marked in this submittal is that proposed to be incorporated into Contract # CMS015, is in compliance with the contract drawings specifications, and can be installed in the allocat spaces, and is submitted for approval. Certified By May 31, 2002 CON GENERAL ENGINEERING, INC. N STREET VISTA, CA 92083 TEL 760/630 -9570 I= A 760/630 -3648 • STATE CONT. LIC. #540704 Richard Brady & Associates 4909 Murphy Canyon Road, Suite 220 San Diego, Ca. 92123 Attention: Mr. Sean F. Manning Reference: Moonlight Beach Urban Runoff Treatment Facility City of Encinitas, Ca CMSOIB Subject: Dewatering plan Gentlemen, Document No. 0203 -A -008 We have contacted the California Regional Water Quality Control Board, San Diego Region regarding discharge of ground water. A permit is only required if Ground water is contaminated and or more than 100,000 gallons is being discharged per day. Attached please find a copy of this requirement. The contract documents do not indicate any type of contaminates, and discharge should be much less than 100,000 gallons per day, so a permit is not required. Our excavation will be shored with a shield and a 2" submersible pump will be used to control the nuisance water. Excavation, placing rock bedding, setting the wet well and water proofing will take an estimated 5 days. 60,000 — 70,000 gallons of discharge per day is anticipated. We will be pumping the water into a 4' -4" high x 8' -0" wide x 20' -0" containment unit in which the water will cascade over a minimum of two different weirs. It will then be directed out a 4" valved discharge port piped to the creek. If you have any gy6tions, please feel free to call. Sincerely, Dale E. W (Kterquist President Falcon General Engineering, Inc. Order No. 2001 -96 -21- October 10, 2001 ` D. ELIGIBILITY 1. This Order is applicable to existing and future discharges of extracted groundwater to surface waters resulting from construction, groundwater remediation, and active and passive foundation groundwater extraction projects and activities that are greater than 100,000 gpd, and those less than 100,000 gpd that contain pollutants. Examples of passive foundation groundwater extraction systems are footing drains, slope drains, subterranean drains, french drains, weep holes, or other passive groundwater drainage systems. 2. This Order establishes a general permit for groundwater extraction waste discharges (discharges of groundwater) to all surface waters, other than San Diego Bay under the jurisdiction of this Regional Board. This Order applies to: a. All groundwater extraction waste discharges (discharges of groundwater) of greater than 100,000 gallons per day (GPD); and b. Groundwater extraction waste discharges of less than 100,000 GPD where the extracted groundwater contains pollutants in excess of the limitations contained in Discharge Specification B.1, B.2, B.3, or B.4 of this Order, or which have the potential to cause a pollution, contamination, or nuisance in the receiving water or other waters downstream of the discharge point. 3. Discharges must meet the following criteria to be covered under this Order: (a) Pollutant concentrations in the discharge shall not cause violation of any applicable water quality objective for the receiving waters, including discharge prohibitions; (b) The discharge shall not cause acute nor chronic toxicity in receiving waters. 4. Dischargers must submit an application for current discharges (not enrolled, but discharging) which meet the eligibility criteria (pursuant to the requirements in Sections F and G, below) to obtain authorization to discharge. 5. When an individual NPDES permit with more specific requirements for groundwater extraction waste discharges is issued to an Enrollee, the applicability of this Order to that Enrollee is automatically terminated on the effective date of the individual permit. E. DISCHARGE REQUIREMENTS The applicant shall submit an application to obtain authorization to discharge under this general NPDES permit in accordance with Section F, Application Requirements, below. If the discharge is eligible, the Regional Board shall notify the applicant that the discharge is authorized under the terms and conditions of this Order and issue an Enrollment Letter enrolling the applicant under this general permit. For new discharges, the discharge shall not commence until receipt of the Regional Board's Enrollment Letter. Kipp Hefner Moonlight Beach IJRfi trumentati& Submittal Early Review Corr nts Page 1 From: "Sean Manning" <smanning @rbrady.net> To: <gannon415 @yahoo.com> Date: 7/5/02 11:50AM Subject: Moonlight Beach URTF - Instrumentation Submittal Early Review Comments Joe, Here are my initial comments concerning the Instrumentation Submittal. I am nearly complete with the full review. However, I understand that we do not have alot of time so as we discussed I am sending a early look at our response. Our comments are as follows: Moonlight Beach URTF Submittal Review Notes 16700 - Instrumentation & Control GENERAL Submit manufacturers statement of unit responsibility (Part 1.4 -A) Reformat submittal to include "Part 1, Part 2, and Part 3" (Part 1.4 -B -3) Data sheets to be included in front of the manufactures cut sheets for each type of equipment to be provided. (Part 1.4- B -4 -b) CONTROLLER Reviewer can not determine what model type of controller and actuator are being provided. Catalog cut sheets provided in the submittal include a range of equipment (PER 22, PEV 22, PEV 122) In addition, the type of actuator to be provided (EA 20, 30, 41, 50) is not specified. Please see Specification Section 15020 - Valves and Appurtenances Part 2.1 -F regarding valve and operator compatibility requirements. ULTRASONIC LEVEL TRANSMITTER Is this unit compatible with a 120V 60Hz power supply? Cable length is required to be 250 feet. Range is required to be 1 to 25 feet. Please provide unit as manufactured by Miltronics, Hydro Ranger plus or equal. ROTOR -X FLOW SENSOR Does this flow sensor come with a totalizer feature? Is output 4 -20mA? It appears that it has a max output of 10mA. Will this cause a conflict with standard PLC equipment. PRESSURE TRANSMITTER (Gauges) Provide gauges with shatter proof glass. TURBIDITY MONITOR No Exceptions as submitted. LEVEL SWITCHES - FLOAT TYPE Cut sheet provided does not show that requirements as described in Part 2.2 -A.14 are met. Typical information missing from the submittal is follows: - Is the unit equipped with hermetically sealed Mercury Switches? Kipp Hefner - Moonlight Beach URf `rumentation &Control Submittal Section `00 . Page 1 3 From: "Sean Manning" <smanning @rbrady.net> To: "Joe Gannon (E- mail)" <jgan non @clearcreeksystems.com> Date: 7/9/02 2:18PM Subject: Moonlight Beach URTF - Instrumentation & Control Submittal Section 16700 Moonlight Beach URTF Record of Phone Conversation (July 8, 2002 @ 5:00 pm) 16700 - Instrumentation & Control Sean Manning - Construction Manager, Richard Brady & Associates Joe Gannon - Contractor, Clear Creak Systems Inc. Greg Garcia - Vendor, Ryan Herco Joe, Here are my notes of the subject conference call to discuss the review comments for the Instrumentation & Control Submittal, Section 16700. The review comment are shown in plain type and the resolution in bold type. GENERAL Submit manufacturers statement of unit responsibility (Part 1.4 -A) Vendor will provide statement of unit responsibility for instrumentation and control equipment provided per specifications. Statement can be provided within the next few weeks. Reformat submittal to include "Part 1, Part 2, and Part 3" (Part 1.4 -B -3) Contractor will reformat submittal to conform to specification requirements. Reformatting is not a critical path activity and can be performed at the convenience of the contractor. The reformatted submittal will be the baseline for the O &M Manuals to be provided to the Owner at the close of the project. Data sheets to be included in front of the manufactures cut sheets for each type of equipment to be provided. (Part 1.4- B -4 -b) Data sheets will be included as part the reformatted submittal. CONTROLLER Reviewer can not determine what model type of controller and actuator are being provided. Catalog cut sheets provided in the submittal include a range of equipment (PER 22, PEV 22, PEV 122) In addition, the type of actuator to be provided (EA 20, 30, 41, 50) is not specified. Please see Specification Section 15020 - Valves and Appurtenances Part 2.1 -F regarding valve and operator compatibility requirements. The vendor explained that the controllers are a component of the automatic valve actuators. The Construction manager responded that the Specifications do not describe controllers or any other internal components of the valve actuators. However, valves and automatic actuators are to be provided by the same manufacturer or purchased from Kipp Hefner - Moorilight Beach lit`T, +rumerrtaton & Control Submittal Section '00 a single supplier that accepts unit responsibility per Specification Section 15020 Valves. Vendor will submit statement of unit responsibility for valves and automatic actuators as required. ULTRASONIC LEVEL TRANSMITTER Is this unit compatible with a 120V 60Hz power supply? Cable length is required to be 250 feet. Range is required to be 1 to 25 feet. Please provide unit as manufactured by Miltronics, Hydro Ranger plus or equal. The ultrasonic level transmitter as submitted is not "As Equal' to the Miltronics, Hydro Ranger specified. Contractor will re- submit the unit under a substitution request. ROTOR -X FLOW SENSOR Does this flow sensor come with a totalizer feature? Is output 4 -20mA? It appears that it has a max output of 10mA. Will this cause a conflict with standard PLC equipment. The PLC can acquire data from the flow sensor as required, therefore a local display and interface is not required. Programming requirements for flow totalization data will be described in the official response to the submittal. PRESSURE TRANSMITTER (Gauges) Provide gauges with shatter proof glass. Vendor will ask the manufacturer if the gauges are provided with shatter proof glass. Otherwise, the pressure gauge /transmitter is acceptable. TURBIDITY MONITOR No Exceptions as submitted. No exceptions. LEVEL SWITCHES - FLOAT TYPE Cut sheet provided does not show that requirements as described in Part 2.2 -A.14 are met. Typical information missing from the submittal is follows: - Is the unit equipped with hermetically sealed Mercury Switches? - 20 amp DC rating? - Switch normally open? - Are these floats weighted? - What is the cable material? Vendor will provide answers to questions. WALL MOUNTED PANELS - Provide NEMA 4X - No exceptions to Hoffman as submitted. The Contractor explained that there will be a cost difference to provide NEMA 4X panels instead of NEMA 12 as specified. When the contractor previously commented that the cabinet upgrade could be provided at no additional cost he was referring to NEMA 4 not NEMA 4X cabinets. A NEMA Kipp Hefner - Moonlight Beach �'(= - " `rumentatiori" &Control Submittal Sectiori� '00 Page 4 cabinet is drip proof only and NEMA 4X is splash proof and corrosion resistant. Consequently there is a cost difference between NEMA 12 and NEMA 4X cabinets. The contractor will provide a quote in response to RFQ004 (dated June 17, 2002) for providing NEMA 4X Cabinets. OPERATOR TERMINAL No Exceptions as submitted. No exceptions. MICROLOGIX 1500 PLC specified is Modicon Type TSX Quatum or equal. Provide information for review that shows that Micrologix 1500 is as equal to Modicon. The vendor explained that the Micrologix 1500 is not considered "As Equal' to the Modicon Type TSX Quatum as specified. The vendor stated that the units are equal in quality but the Micrologix 1500 does not have the same input capabilities as the larger Modicon model. It is the opinion of the vendor that the Micrologix 1500 model is better suited for scope and level of complexity of the Moonlight Beach URTF project. The Construction Manager requested that the Contractor submit a substitution request for the proposed PLC that describes the differences in the models. The substitution request should also describe the benefits to the City for accepting the Micrologix PLC. MOTOR PROTECTORS Reference applicable specification section. Vendor will provide statement of unit responsibility for instrumentation and control equipment provided per specifications. Equipment not described in Specifications. LOAD SWITCHES Reference applicable specification section. Vendor will provide statement of unit responsibility for instrumentation and control equipment provided per specifications. Equipment not described in Specifications. CONTROLTRANSFORMERS Reference applicable specification section. Vendor will provide statement of unit responsibility for instrumentation and control equipment provided per specifications. Equipment not described in Specifications. CONTROL TOWER STACK LIGHTS Reference applicable specification section. Not required for this project. HORNS Reference applicable specification section. Kipp Hefner MoonlighfBeach URTF frumentaton &Control Submittal Section 00 gage 4' Not required for this project. Please give me a call to discuss any comments you may have concerning these notes. Sean Sean F. Manning, P.E., A.E.E. Project Manager 4909 Murphy Canyon Road, Suite 220 San Diego, California 92123 Tel (858) 496 -0500 Fax (850 496 -0505 CC: "Kipp Hefner (E- mail)" <khefner @ci.encinitas.ca.us >, "Richard Brady" <rbrady @rbrady.net >, "Dale Winterquist (E- mail)" <dew @falcongenenginc.com> Randa Milljour - moonlightadv.doc Page 1 CITY OF ENCINITAS PUBLIC NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the City of Encinitas, California, is inviting sealed bids for construction of an Engineering Services Project titled "Moonlight Beach Urban Runoff Treatment Facility". Bids will be received at the office of the City Clerk until 2:00 p.m., April 30, 2002 at which time they will be opened and read aloud by the City Clerk. They shall be submitted in a sealed envelope addressed to: Deborah Cervone, City Clerk, City of Encinitas, 505 S. Vulcan Avenue, Encinitas, CA 92024. The outside of the envelope shall be stated: "BID, DO NOT OPEN UNTIL 2:00 P.M., April 30,2002." Project Description: The work is located at the intersection of B Street and Third Street. In general, the work consists of the construction of the Moonlight Beach Urban Runoff Treatment Facility. The treatment facility is designed to treat dry weather flows through Cottonwood Creek prior to discharge to Moonlight Beach with the use of ultraviolet light. The treatment facility will extract storm channel flows during dry weather periods. Flow ranging from 0 to 150 gallons per minute (gpm) will be treated. Flows greater than 150 gpm will pass the system. Work consists of construction of a wet well, valve vault, installation of two pumps, installation of assorted valves and piping, installation of sand filters, installation of bag filters, and installation of two ultraviolet light treatment facilities as shown on the plans. Included in the work is other appurtenant work as shown on the drawings entitled "Moonlight Beach Urban Runoff Treatment Facility" Drawing No. 0023 -DI which are considered a part of the Contract Documents. Copies of the bid package will be available at the Engineering Services counter, City Hall, 505 S. Vulcan Avenue, Encinitas, CA 92024 for $40.00 for the first set. Additional bid packages will cost $40.00 each. For further information, contact the Engineering Services Department at (760) 633 -2770. The City reserves the right, after opening bids, to reject any or all bids, or to make award to the lowest responsible bidder and reject all other bids, to waive any informality in the bidding and to accept any bid or portion thereof. Leroy Bodas, P.E. Director of Engineering Services The Coast News Decreed A Legal Newspaper by the Superior Court of San Diego County. Mail all correspondence regarding public notice advertising to The Coast News, P.O. Box 232 -550, Encinitas, CA 92023 (760) 436 -9737 Proof of Publication STATE OF CALIFORNIA, ss. COUNTY OF SAN DIEGO, I am a citizen of the United States and a resident of the county aforesaid; I am over the age of eighteen years, and not a party to or interested in the above entitled matter. I am principal clerk of the printer of The Coast News, a newspaper printed and published weekly and which news- paper has been adjudged a newspaper of general circulation for the cities of Del Mar, Solana Beach, Encinitas /Cardiff, Carlsbad, Oceanside, San MarcosNista and the County Judicial District by the Superior Court of the State of California, County of San Diego (8/4/94, #677114, B2393, P396); and that the notice, of which the annexed is a print- ed copy, has been published in, each regular and entire issue of said newspaper and not in any supplement thereof on the following dates, to -wit: April 18, 2002 April 25, 2002 I certify under penalty of perjury that the foregoing is true and correct. Executed at Encinitas, County of San Diego, State of California on the 25rd day of April, 2002. L Clerk of e Printer Space above for County Clerk's Filing Stamp ::- CITY OF ENCINITAS PUBLIC NOTICE INVITING BIDS NOTICE IS HEREBY GIVEN that the City of Encinftw California, is inviting sealed birk for construction of an Engineering Services Project titled "MoordWht Beach Urbar Runoff Treatment Facility." Bids Will be received at the office of the City Clerk until 2:0( P*rc'11pri1 They shall be submitted in a sealed envelope addressed to: Deborah Cervone, CM Clerk, City of Encinitas, 505 S. Vulcan Avenue, Encinitas, CA 92024. The outside of the envelope shall be stated: "BID, DO NOT OPEN UNTIL 2:00 P.M., April 30, 2002." Project Description: The work is located at.the intersection of B Street and Third Street In general, the work consists of the Moonlight Beach Urban Runoff Treatment Facility The treatment facility is designed to treat dry weather flows through Cottonwood Creei, prior to discharge to Moonlight Beach with the use of ultraviolet light. The treatment facil• ity will extract stone channel flows during dry weather periods. Flow ranging from 0 tc 150 gallons per minute (gpm) will be treated. Flows greater than 150 gpm will pass the system. Work consists of construction of a wet well, valve vault Installation of twc pumps, installation of assorted valves and piping, installation of sand filters, installatior of bag filers, and installation of two ultraviolet fight treatment facilities as shown on the plans. Included in the work is other appurtenant work as shown all the drawings en. tied •Moonlight Beach Urban Runcd Treatment FadW Drawing No. 0023 -D1 which are considered a part of the Contract Documents. Coplas Of the bid package will be available at the Engineering Services counter, City Hal, 505 S. Vulcan Avenu% Encinitas, CA 92024 for $40.00 for the first W. Additional bid packages will cost $40.00 each. For further Information, contact the Engineering Services Department at (760) 633,2770. The City reaf)rves the right, after opening bids, to reject any or all bids, or to make award to the lowest responsible bkkler and reject all other bids, to waive any informali- ty in the bidding and to accept any bid or portion thereof. Leroy Bodas, P.E. Director of Engineering Services CN 5589: 4118102, 4125/02 CITY OF ENCINITAS CITY COUNCIL AGENDA REPORT Meeting Date: September 12, 2001 TO: Mayor and City Councilmembers J�a x C Aa-u -' VIA: Kerry L. Miller, City Manager FROM: 41roy Bodas, Director of Engineering S FOR You Katherine Weldon, Project Manager . =43,,7 om c/t,, "PscOpnA SUBJECT: Moonlight Beach Urban Runoff Treatment Facility BACKGROUND: Moonlight State Beach is the most popular coastal feature in the City of Encinitas and is one of the North San Diego County's most famous and popular recreation areas. It is a very highly utilized beach, unfortunately, it is also frequently closed for public health reasons. In the year 2000, over 6.7 million people visited Moonlight Beach even though it was closed for public health reasons 93 days. This number of closures puts Moonlight State Beach fourth in priority in San Diego County. The typical cause of beach closures has been elevated bacteria levels (failure to meet A13411 requirements). The City has determined that the source of bacteria is urban runoff from Cottonwood Creek. The California Regional Water Quality Control Board listed the outlet of Cottonwood Creek (at Moonlight State Beach) as 303(d) impaired by coliform bacteria, in accordance with the EPA Clean Water Act. Heal the Bay's Summer 2000 Beach Report CardTM gave Moonlight Beach an "F" based on risk of adverse health effects to humans. They name the cause of contamination as Cottonwood Creek. ANALYSIS: The City of Encinitas has one of the most aggressive urban runoff programs in San Diego County. For years the City has investigated pollutant sources and methods for reducing beach closures at Moonlight Beach. Structural and nonstructural best management practices (BMPs) have been implemented throughout the watershed. Particularly, the City has issued hundreds of Notices of Violations to restaurants, gas stations, automotive and other businesses for stormwater infractions. Two years of source identification, upstream BMPs and enforcement within the watershed have improved water quality, specifically, testing has shown a decrease in turbidity, bacteria and pH. However, they have not reduced closures at Moonlight State Beach. Therefore, other means of reducing contaminants is being sought for implementation in tandem with the City's growing source control programs. Alternatives have been considered, including; diversion to the sanitary system, disinfection using chi orination/dechlorination processes and disinfection using ozone /ultraviolet processes. Diversion into the sanitary system is not feasible because of the large flows, potential loss of habitat downstream, and costs. Ar7004 Chlorination/dechlorination is not considered a reasonable alternative because of the chemical handling requirements. The ozone /ultraviolet treatment process does not permanently divert stream flows and does not require chemical storage. It is a relatively non - intrusive treatment method and deemed appropriate for this site. PROJECT DESCRIPTION• The proposed project consists of the installation of an ozone /ultraviolet water treatment facility. This facility utilizes a series of filtration, ultraviolet processing, and ozone injection to render water virtually free of bacteria and pathogens. The system is also effective on the removal of pesticides. The ozone treatment facility is constructed as a portable unit, approximately 8 X 24 feet in footprint dimension. The intake consists of a three -inch suction line placed in the creek bed. Water is pumped through the suction line into the processing facility. The initial process is primary filtration to remove large particles, the water then passes across ultra violet lamps, through an ozone venture and into a reaction tank. The water is then discharged directly back into the stream through a 3 -inch discharge line. Continuous water quality sampling is conducted at the intake and the discharge lines. Sampling may include total coliform, fecal coliform, enterococcus, ammonia, dissolved ozone, turbidity, and pH. This facility is relatively small and portable. It will be fitted with a variable speed pumping and dosing system so that fluctuating discharges can be appropriately treated. The maximum flow rate the system will be designed for up to 150 gallons per minute (GPM). These parameters will allow for the maximum flexibility in the system and the way it is to be utilized. This type of facility has been used successful in the North San Diego County for several years in nursery applications. By treating and recycling irrigation runoff, nurseries have been able to reduce their water use rates by as much as 50 percent. In many cases, the treated water actually meets drinking water standards. Although this process has been used for years in the treatment of drinking water and nurseries, this project will be the first of its kind to actually treat urban runoff. OPERATION AND MAINTENANCE: The operation of the facility consists generally of upkeep and replacement of the system components. Maintenance will generally consist of power, telephone, and minor water usage costs. The maintenance program will also include training of at least one qualified individual from the City of Encinitas. The training will consist of teaching proper procedures to maintain and clean all aspects of the systems. Because chemicals will not be stored on -site, routine chemical costs, deliveries and storage inspections will not be necessary. It is estimated that, based on 150 gpm of flow and $0.25 per kilowatt -hour, the annual operations costs will run on the order of $4,000 to $6,000 annually. Maintenance will be contracted for the first three years at an annual cost of approximately $10,000. This cost is anticipated to increase over time by 5 to 10 percent per year. Ar7004 FISCAL IMPACT: This project has been funded through a grant from the Clean Beaches Initiative. This initiative originally was a special Governor - proposed program to reduce beach closures. In response to the depleted State surpluses due to the energy crisis, the beach initiative funds were redirected. However, Proposition 13 funds were then redirected to cover the clean beach initiative projects. The Proposition 13 grants require a 15 percent local matching fund per project. The grant awarded to the City of Encinitas by the state was for a total of $814,000. Thus, the City's contribution is estimated at $122,100. These matching funds can include in -kind services, such as administrative oversight, fieldwork, consultant fees, and possibly the first three -year maintenance contract. Based on these figures, the total project cost is $936,100. RECOMMENDATION: Approval to proceed with the Moonlight Beach Urban Runoff Treatment Facility and provide for the in -kind services and /or funds for the $122,100 matching funds. Approval to fund long -term operations and maintenance costs for the facility. Attachments: Exhibit 1 — Grant Proposal Exhibit 2 — Citizen Participation Plan Exhibit 3 — Administrative Application Ar7004 Clean Beaches Initiative Project Proposal Moonlight Beach Ozone Treatment Facility Moonlight State Beach ABSTRACT Moonlight State Beach is the most popular coastal feature in the City of Encinitas and is one of the North San Diego County's most famous recreation areas with 2.68 million visitors last year. In the same year, there were over 90 days of beach closures at Moonlight Beach, in addition to the year round postings at the Cotttonwood Creek outfall which discharges onto the north shore of Moonlight Beach. This number of closures puts Moonlight State Beach fourth in priority in San Diego County. The primary source of contaminants at the beach is the perennial, dry season urban runoff in Cottonwood Creek. Upstream BMPs and heavy enforcement of urban runoff regulations has not reduced beach closures, thus, a more aggressive contaminant removal system is required. This proposal includes the installation of a water disinfection system that would remove bacteria, pathogens and pesticides, thereby reducing the primary cause of beach contamination at Moonlight State Beach. The disinfection system will also include continuous water quality monitoring that will not only allow for a better understanding of contaminant sources and trends, but will create a mechanism for rapid response to illegal discharges. 1. Lead Agency Information Address: City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 Primary Contact: Alan Archibald, Director of Engineering Services Secondary Contact: Kathy Weldon, Stormwater Program Coordinator Telephone: (760)633 -2771 (760)633 -2632 Facsimile: (760)633 -2818 Email: aarch@ci.encinitas.ca.us kweldon@.ci.encinitas.ca.us Federal Tax ID No.: 33- 5898001 Clean Beaches Initiative Project Proposal Page 1 Moonlight Beach Ozone Treatment Facility April 16, 2001 2. Background Beach Information 2.1 Owner Information This project will be performed under the direction of the City of Encinitas Engineering Department and has the support of the California State Parks Department. Cottonwood Creek is under jurisdiction of the State of California. The property on which the facility will be placed is leased to the City of Encinitas by the California State Parks Department. 2.2 Physical Description of Beach Moonlight Beach is a California State Park located at the heart of the City of Encinitas. Figure 1 shows the location and configuration of the beach. The beach is approximately 800 feet in length and is geographically constrained by high coastal bluffs on either end. Because of it high use, the beach contains two full -time lifeguard stations throughout the dry season. The beach is used primarily for swimming, surfing, scuba diving, snorkeling and fishing. Moonlight Beach has restrooms, shower facilities, sand volleyball courts and a picnic /BBQ area. One of the predominant features of the beach is Cottonwood Creek which discharges onto the beach at its northern end. Cottonwood Creek is a perennial stream that drains approximately 20 percent of the City of Encinitas. The average dry- weather flow is approximately 100 to 150 gallons per minute (GPM). Ninety -five percent of this watershed is heavily urbanized including the commercial and industrial areas old Encinitas. This area is economically dependent on the area beaches and are negatively affected by beach closures. An example of the public perception problems the moonlight Beach has are shown in the cartoon in Figure 2, and a recent newspaper article, Attachment A. There are several plans underway to improve the aesthetics and water quality of Cottonwood Creek. The City of Encinitas is planning a park at Encinitas Boulevard and Vulcan Avenue. This project will greatly increase public access to the creek. The City Council has made water quality a major priority before the project is complete. The City has also recently received funding from the Wetlands Recovery Act, to daylight over 600 feet of the creek and add educational features for school groups and the community. State Parks Department Park also has a Master Plan for Moonlight Beach. The Master Plan includes improving the Cottonwood Creek riparian zone from Highway 101 to the back of the beach. The plan also includes adding picnic areas and paths along the creek. This plan will increase public access to Cottonwood Creek. Figure 3 presents a drawing of the park Master Plan. A beautification project is also planned for the area adjacent to Cottonwood Creek and Highway 101. This project is being performed by the City of Encinitas. Clean Beaches Initiative Project Proposal Page 2 Moonlight Beach Ozone Treatment Facility April 16, 2001 2.3 Beach Water Quality and Public Health Moonlight Beach is a very highly utilized beach, unfortunately, it is also frequently closed for public health reasons. In the year 2000, over 2.68 million people visited Moonlight Beach even though it was closed for public health reasons 93 days. The typical cause of beach closures has been enterococoocus bacteria exceedences (failure to meet AB411 requirements). The City has determined that the source of bacteria is urban runoff from Cottonwood Creek. The California Regional Water Quality Control Board listed the outlet of Cottonwood Creek (at Moonlight State Beach) as 303(d) impaired by coliform bacteria, in accordance with the EPA Clean Water Act. Heal the Bay's Summer 2000 Beach Report CardTm gave Moonlight Beach an "F" based on risk of adverse health effects to humans. They name the cause as Cottonwood Creek. Several governmental and non - governmental organizations monitor the water quality of Moonlight Beach. The City of Encinitas has monitored the water quality of the creek for years. Sampling data for the Year 2000 is shown in Attachment A. The City of Encinitas has one of the most aggressive urban runoff programs in San Diego County. For years the City has investigated pollutant sources and methods for reducing beach closures at Moonlight Beach. Structural and nonstructural BMPs have been implemented throughout the watershed. Particularly, the City has issued hundreds of Notices of Violations to restaurants, gas stations, automotive and other businesses for stormwater infractions. Two years of source identification, upstream BMPs and enforcement within the watershed have improve water quality, specifically, testing has shown a decrease in turbidity, bacteria and pH. However, they have not reduces closures at Moonlight State Beach. Therefore, other means of reducing contaminants is being sought for implementation in tandem with the City's growing source control programs. Alternatives that have been considered include; diversion to the sanitary system, disinfection using chlorination/dechlorination processes and disinfection using ozone /ultraviolet processes. Diversion into the sanitary system is not feasible because of the large flows, potential loss of habitat downstream, and the fact that the creek is considered Waters of the State. Chlorination/dechlorination is not considered a reasonable alternative because of the chemical handling requirements. The ozone /ultraviolet treatment process does not permanently divert stream flows and does not require chemical storage. It is a relatively non - intrusive treatment method and deemed appropriate for this site. The City of Encinitas has an aggressive water quality program for Cottonwood Creek and its watershed. This project would in by no means be a substitute, or even detract from, other programs either ongoing or planned. These programs include; dry- weather monitoring, wet weather monitoring, illegal connection/illicit discharge (IC/ID) program Clean Beaches Initiative Project Proposal Page 3 Moonlight Beach Ozone Treatment Facility April 16, 2001 monitoring, wet weather monitoring, illegal connection/illicit discharge (IC/ID) program focused on source identification and correction, the Growers Program focused on developing nursery BMPs, and public education. The City is also ready to implement a new commercial/industrial program, and seeking funds for several other projects including, storm drain cleaning, channel diversions and wetland treatment areas. 3. Project Information 3.1 Project Location The proposed project is located just east of Moonlight Beach, at the southeast intersection of Third Street and B Street), in downtown Encinitas. Figure 4 shows the project location. 3.2 Project Description The proposed project consists of the installation of an ozone /ultraviolet water treatment facility. This facility utilizes a series of filtration, ultraviolet processing, and ozone injection to render water virtually free of bacteria and pathogens. The system is also effective on the removal of pesticides. Figure 5 shows an example of the system. The ozone treatment facility is constructed as a portable unit, approximately S X 24 feet in footprint dimension. The intake consist of a three -inch suction line placed in the creek bed. Water is pumped through the suction line into the processing facility. The initial process is primary filtration to remove large particles, the water then passes across ultra violet lamps, through an ozone venture and into a reaction tank. The water is then discharged directly back into the stream through a 3 -inch discharge line. Continuous water quality sampling is conducted at the intake and the discharge lines. Sampling will include total coliform, fecal coliform, enterococcus coliform, ammonia, dissolved ozone, turbidity, and pH. This facility is relatively small and portable. It will be fitted with a variable speed pumping and dosing system so that fluctuating discharges can be appropriately treated. The maximum flow rate the system will be designed for up to 150 gallons per minute (GPM). These parameters will allow for the maximum flexibility in the system and the way it is to be utilized. This type of facility has been used successful in the North San Diego County for several years in nursery applications. By treating and recycling irrigation runoff, nurseries have been able to reduce their water use rates by as much as 50 percent. In many cases, the treated water actually meets drinking water standards. Although this process has been used for years in the treatment of drinking water and nurseries, this project will be the first of its kind to actually treat urban runoff. Clean Beaches Initiative Project Proposal Page 4 Moonlight Beach Ozone Treatment Facility April 16, 2001 3.3 Operation and Maintenance The maintenance program will include training of at least one qualified individual from the City of Encinitas. The training will consist of teaching proper procedures to maintain and clean all aspects of the systems. Daily surveillance of the system as well as scheduled routine maintenance will be included. Because no chemicals are stored on- site, routine chemical costs, deliveries and storage inspections will not be necessary. 4. Project Goals The primary goal of this project is to immediately eliminate beach closures by reducing pollutants in Cottonwood Creek. This project is an immediate solution and will work in conjunction with other programs both ongoing or planned b the City. The secondary goal is to develop, through monitoring, a better understanding of the dynamic pollutant concentrations over a long period of time. This monitoring program will also provide a processes to detect and tract illegal connections and illicit discharges. With long term monitoring, daily loads of pollutants can be better characterized and total pollutant removal calculated. The monitoring data will also provide documentation and analytical information to adjust treatment process as necessary to achieve applicable water quality standards effectively and efficiently. 5. Environmental Documentation The treatment facility will be installed within the existing footprint of the Moonlight Pump Station adjacent to Cottonwood Creek. Therefore, the project appears to be exempt from the CEQA process. A Coastal Development Permit is required through the City of Encinitas and the application process is underway. 6. Project Schedule Preliminary design of the treatment system is currently underway with final design scheduled to be complete in early June, 2001. It is anticipated that the environmental documentation process is also anticipated to be complete in June, 2001. The facility will be constructed during the month of June and installation of the treatment facility is planned for August, 2001. Project startup will require approximately two weeks. Based on this schedule, the facility will be operational in September of 2001. 7. Project Costs The project costs can be broken into two parts capital and annual costs. The City will perform the ongoing operations and maintenance costs and is asking for grant funding for the capital costs. A breakdown of the total costs are shown in Table 2. Clean Beaches Initiative Project Proposal Page S Moonlight Beach Ozone Treatment Facility April 16, 2001 Table 2 Breakdown of Project Costs PROJECT PHASE Total Budget City's Matching Funds Grant Funds Requested Site Preparation and infrastructure $144,000 $144,000 Construction and Installation 630,000 630,000 Project Administration (City) 75,000 $35,000 40,000 Annual O &M 20,000 $20,000 0 Total $869,000 $55,000 $814,000 Clean Beaches Initiative Project Proposal Page 6 Moonlight Beach Ozone Treatment Facility April 16, 2001 CITIZEN PARTICIPATION PLAN FOR MOONLIGHT BEACH URBAN RUNOFF TREATMENT FACILITY Third Street and B Street Encinitas, California Sponsored by the City of Encinitas September 2001 CITIZEN PARTICIPATION PLAN FOR MOONLIGHT BEACH URBAN RUNOFF TREATMENT FACILITY Third Street and B Street Encinitas, California Sponsored by the City of Encinitas September 2001 CITIZEN PARTICIPATION PLAN: MOONLIGHT BEACH URBAN RUNOFF TREATMENT FACILITY I. Project Description The project consists of constructing an ozone /ultraviolet urban runoff treatment facility. The facility will treat contaminated urban runoff from Cottonwood Creek during the dry season. It will be constructed as a portable unit, approximately 8 X 24 feet in footprint dimension. The facility will be constructed within the chain -link fenced area of the Moonlight Sanitary Sewer Pump Station. 2. Interested Parties A three hundred (300) foot noticing area was delineated around the site as shown on Figure 1. Residents within this area were notified by mail on September 4, 2001. The notification will consist of a project description, a description of how to voice concerns or comments, and an invitation to a public workshop. The list of residents is included in Exhibit I. In addition to these residents, interested parties were also notified. These parties included: • Cottonwood Conservancy • California State Parks Department • Bay Keepers • California Fish and Game Department • San Elijo WPCP • Encinitas Sanitation District • Encinitas City Council Members 3. Public Noticing Letters have been mailed to the interested parties discussed above in Section 2. The letter provided a description of the project and the project goals. Interested parties were requested to provide input, and direct questions, regarding the project directly to Kathy Weldon, City of Encinitas Project Manager. The letter also gave notification of a public workshop. A copy of the letter is attached in Exhibit 2. 4. Public Worksbop A public workshop will be the primary forum for interested parties to provide input on the project. Comments and questions will be addressed at the workshop. In the event that a change or revision is warranted from the information gathered by the workshop or other public input, the project manager will make minor revisions as appropriate and contact the concerned party on the resolution of the issue. Significant revisions or changes in the scope will require redesigning of the project and evaluation of the project funding. Interested parties would be notified of the changes through a letter and, if necessary, an additional public meeting. 5. Citizen Participation Plan Schedule Letters were mailed on September 4, 2001. A public workshop for this project will be held at Encinitas City Hall on September 17, 2001. The Citizen Participation Plan will be completed by October 9, 2001. The Community Services Development Department will be informed of any changes in this schedule. 6. Reporting At the completion of the citizen participation process, a report will be written to document the participation process and activities that occurred. The report will summarize the concerns and input provided by interested parties. It will also describe how these issues were addressed. EXHIBIT 1 Interested Citizen Mailing List 258- 034 -1300 MCCARTER TRUSTEES MICHAEL D & TORT 90 N. COAST HWY. 101 ENCINITASCA92024 258- 051 -1300 WAITE TRUST RICHARD R & JEANNE C 123 SEA ORBIT LANE DEL MARCA92014 258- 051 -0200 PEARSON THOMAS SANDRA N RIDDLE 164 CLAIREMONT AVE LONG BEACH CA 90803 258- 051 -0300 KACHOREK - EDMISTON FAMILY TRUST 1386 SPARROW RD CARLSBADCA92009 258 - 034 -1900 ROTSCHECK PAUL & LOIS 233 2ND ST ENCINITAS CA 92024 258- 051 -0400 HUSTON SURVIVORS TRUST 238 4TH STREET ENCINITAS CA 92024 258 -053 -1100 CHOW TERRENCE W & CATALINA H 3687 BARBADOS PL BOULDERCO 80301 258- 034 -1000 TORTA ENCINITAS LTD 164 ANDREW AVE LEUCADIA CA92024 258- 051 -0900 WATSON FAMILY TRUST 06 -29 -95 245 3RD ST ENCINITASCA92024 258- 034 -0100 258- 051 -0100 MCCARTER TRUSTEES MICHAEL D SCHOLZ HEIDI K & TORT 211 A STREET 125 A STREET ENCINITASCA92024 ENCINITASCA92024 -3215 258- 053 -0100 PETERS MICHAEL A & LAURIE S PO BOX 1928 RANCHO SANTA FECA92067 258- 053 -0200 WINN FAMILY REAL ESTATE LTD PARNTERS 519 SPLITRAIL DR ENCINITAS CA92024 258- 051 -1200 BEAM THOMAS E & EDNA C PO BOX 3753 SOLDOTNAAK99669 258- 053 -0300 MCCANN JEFFREY R & LAUREN 1414 CORTE CLASICA SAN MARCOS CA92069 -7311 258 -051 -1100 SKELLY FMAILY TRUST 08 -30 -93 10115 BOGUE ST TEMPLE CITY CA91780 258 -051 -0500 LEEDY FAMILY TRUST DANIEL & LORNA PO BOX 1136 RANCHO SANTA FE CA92067 258- 053 -0500 AVIS TRUST DOUGLAS M & LORI L 234 3RD ST ENCINITAS CA92024 258- 034 -0800 MORENO MIGUEL C & OLGA P 548 S 5TH AVE LA PUENTECA 91746 258- 034 -2000, 258- 051 -0600 LEEDY FAMILY TRUST DANIEL & LORNA PO BOX 1136 RANCHO SANTA FE CA 92067 258- 053 -1300 9310 TOWNE CENTER DRIVE 11440 W BERNARDO CT #272 SAN DIEGO CA 92127 258- 034 - 1200,258- 034 -1100 C/O TORT MCCARTER TORTA ENCINITAS LTD 200 -B N HWY. 101 ENCINITAS CA92024 -1101 258- 053 -1200 DREYER WESLEY M & MARILYN B PO BOX 99190 SAN DIEGO CA92169 258- 053 -0400 MENDELSON TR GERALD A 226 3RD ST ENCINITASCA92024 258- 051 -1000 PAYMAI ARMAN & VAHIDI MAHSA 2055 EDINBURG AVE CARDIFFCA92007 258- 053 -1000 OWENS TR MABEL E 233 4TH ST ENCINITASCA92024 258- 053 -0600 HART STEVEN R & SUSAN O 3340 CAMINO CORONADO CARLSBADCA92009 258- 053 -0800 258- 053 -0900 258- 036 -0900 LAWLER MICHAEL J & LINDA K OWENS TR MABEL E SCHUBERT FAMILY TRUST 09 -26 -83 253 4TH ST 245 4TH ST 1416 LINDA SUE LN ENCINITAS CA92024 ENCINITASCA92024 ENCINITAS CA92024 258- 036 -1800 258- 035- 0200,258- 035 -0300 258- 052 -1200 ROTSHECK, PAUL & LOIS C/O COZENS, ROBERT C, HALL, MARRELLI REVOCABLE TRUST, 310 ARROYO DR. HUGH A TR JOHN C ENCINITAS, CA 92024 7491 HAZARD CENTER DR 1551 E SHAW AVE #122 SAN DIEGO, CA 92108 FRESNO, CA 92108 258- 052 -0700 MENDLESON, GERALD TRUST 226 3RD ST ENCINITAS, CA 92024 258- 052 -0400 PIERSON, THOMAS J & FAYE M 19738 CAMERON AVE COVINA, CA 91724 258- 071 -0100 CONROY TRUST, JOSEPH C & BETTY 713 N 16TH ST PHOENIX, AZ 85006 258 - 085 -1101 PATTERSON TR, EMILY P 201 GRAND AVE #347 CARLSBAD, CA 92008 258- 085 -1102 KATES TR, DAVID & JANICE 415 3RD ST ENCINITAS, CA 92024 -3509 258- 071 -0302, 258 -071 -0301 MENDEZ, FREDA FAMILY TRUST 16516 DERKER AVE GARDENA , CA 90247 BAY KEEPERS, MARCO GONZALEZ 2924 EMERSON ST., STE. 220 SAN DIEGO, CA 92106 LESLEY EWING, CALIFORNIA COASTAL COMMISSION 45 FREMONT, STE. 2000 SAN FRANCISCO, CA 94105 258- 052 -0600 BRUNTON, JM FAMILY TRUST 5010 PASEO DE PABLO TORRANCE, CA 90505 258- 085 -0100 CANTRELL R G INC TRUST 1900 B AVE NATIONAL CITY, CA 91950 258- 071 -1900 CARTER, JUNE PO BOX 232134 ENCINITAS, CA 92023 258- 084 -1000 SCHMIDT TRS, BARRY R & DOROTHY PO BOX 230123 ENCINITAS, CA 92023 258- 085 -0300 C/O WORD, STADT MILLER PROPERTIES LLC 3372 4TH AVE SAN DIEGO, CA 92108 IDA LOU COLEY, COTTONWOOD CREEK CONSERVACY 61 MCNEILL AVENUE ENCINITAS, CA 92024 LEE J MCEACHERN, CALIFORNIA COASTAL COMMISSION 3111 CAMINO DEL RIO NORTH SAN DIEGO, CA 92108 N 1GKl 'bPAtAC41j shnl FJ-00 .301 Nr pev'lms PµTHD2rry 3toe45 MokNe4tF5iVQ A-JSKtlE 258- 052 -0500 FLUHARTY , ARVAN & CLAIRE B 11326 ISLETA ST LOS ANGELES, CA 90049 258- 085 -1200 GORDON, SANDRA A 1302 CAMINO DEL MAR DEL MAR, CA 92014 258- 085 -0200 WILSON TRUST 04 -15 -93 PO BOX 564 RANCHO SANTA FE, CA 92067 258- 071 -0200 URCIS, JOSEPH 920 W 17TH ST #A SANTA ANA, CA 92706 258- 085 -1000 WOLTZ ELDON TRUST 1710 GUTHRIE AVE #J DES MOINES, IA 50316 DIANNA MARTINEZ, STATE OF CALIFORNIA, DEPT. OF PARKS & RECREATION 9609 WAPLES ST., STE. 200 SAN DIEGO, CA 92121 CALIFORNIA STATE PARKS, PAUL B. WEBB 8885 RIO SAN DIEGO DR., STE. 270 SAN DIEGO, CA 92108 TAMAta -A SPEC, Uct�FR TM or- r-j brl 4+49 V(EwR1oGE SA(,) 01 €G01 4-4c . 9 2123 EXHIBIT 2 Interested Party Notification Letter B t PUBLIC Moonlight Beach Utility Run -off Ozone Treatment Facility at Third and B Street The City of Encinitas has implemented a Citizen Participation Program to gain community input on capital improvement projects prior to the engineering design process. This participation will be in the form of a public workshop. The public is encouraged to provide input on the needs and concerns of the proposed project. WHEN: Monday, September 17th at 6:00 P.M. WHERE: City Hall - Council Chambers - 505 South Vulcan Avenue GOAL: Eliminate beach closures and protect public health. This project will improve water quality to protect public health at Moonlight Beach. The project consists of the installation of an ozone /ultraviolet water treatment facility. This facility utilizes a series of filtration, ultraviolet processing, and ozone injection to render water virtually free of bacteria and pathogens. The system is also effective on the removal of pesticides. The ozone treatment facility is constructed as a portable unit, approximately 8 x 24 feet in footprint dimension. The intake consists of three -inch suction line placed in the creek bed. Water is pumped through the suction line into the processing facility. The initial process is primary filtration to remove large particles; the water is then discharged directly back into the stream through a 3 -inch discharge line. The City of Encinitas would like to see you at the workshop to take in consideration your needs and concerns. If you have any questions regarding the workshop or the proposed project please contact Katherine Weldon at (760) 633 -2632. CITY OF ENCINITAS ADMINISTRATIVE APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT 505 South Vulcan Avenue Application No. Encinitas, California 92024 Date of Application: (760) 633 -2710 Community Area ** Appointment Required Prior to Submittal ** UtF'AK 1 MtN 1 Utst UNLT APPLICATION TYPE (check all that apply) Finance # Code Amount Administrative Design Review ........................... ............................... Certificate of Compliance ................................. ............................... coastal Development Permit ............................. ............................... 11 Exempt Regular permit Appeal Zone? Y N Cat. excluded CCC permit Environmental Submittal (EIA/Neg. Dec /EIR) ... ............................... ExtensionRequest ............................................ ............................... LotLine Adjustment .......................................... ............................... MinorUse Permit .............................................. ............................... Minor Variance (reduction of setback by 20% or less) ...................... Sign................................................................. ............................... SignProgram .................................................... ............................... Tentative Parcel Map ........................................ ............................... Waiver of Side Yard Setback (Sec. 30.16.0101310) .......................... Waiver of Standard Height Regulations (Section 30.16.01013) ......... Total Paid: Please complete the following: Project Name: `FC4tu-► lit 9-2AN RU W OF% `ti 5' 150T FA C-4 r_ -32y Project Address: �30 1 J3,j! -b ice- r APN: ZS'� - QSZ -Q$ Between 'f :b" �1 T And C-v k4 -r- Hi v mw f (Street) (Street) APPLICANT Name: 0, 1" bar=_ aP(-t 1.3 v i7-A S Phone: (v 3?, - 2-41 ?�Z (Last, First, Middle Initial or Firm Name) Address: 5Q S S Vu Av£- ` City et.) CA r-s 1.-14 S State C.At Zip 2-0 Zq OWNER(S) Name: G(-1y = 6-t-AL-t Ns t -f-A�-S Phone: 4:97- - 2- (o 3'2 (Last, First, Middle Initial or Firm Name) Address: 5 0S S - V Ll L� City E"C-4 0 t TA S State CA Zip i:.\i— \rnarm nn(,. (Last Uadate:16- 0ct -00) 2-02 ENGINEER/ ARCHITECT -_ (L FG 4:Z.70tJ C Name: ?6 dl� e 4 R�6 64 LA-N DScA?F- P--+-9 iTS0tVeZPhone: (Last, First, Middle Initial o Firm Name) Address: raq M N <c I L_ L_ AV6 City -enic -I t� State Zip q I— "PLEASE ATTACH A DESCRIPTION OF THE PROPOSED USE / PROJECT TO THIS APPLICATION. Have you had a pre - application meeting? es No If yes, name of planner: lLL_ WelaQJet Ate SC-6I1 Y:L9-6FFl AtJ is �JE -12--y r.Llb1Ar�_ Has construction or use of the property for which this permit is requested started? Yes o If yes, explain: I am able and intend to proceed with actual construction work and /or division of land in accordance with plans submitted herein within o n&— months after approval. I acknowledge that an application for a tentative map or tentative parcel map is not deemed received pursuant to Government Code 65920 et seq. until environmental review is complete. All other application types are not deemed received until responses from interested agencies are received by the City. I understand that if the project or any alternatives are located on a site which is included on any of the Hazardous Waste and Substances lists compiled by the Secretary for Environmental Protection pursuant to Section 65962.5 of the Government Code, then a Hazardous Waste and Substances Statement must be submitted with this application. (Information that must be included in this statement can be obtained from the Community Development Department.) I further understand that all fees and deposits submitted with this application will be refunded only as provided for by the ordinances and regulations in effect at the time of the request. Signature, Owner or Authorized Agent (Attach letter of authorization) Date ' <_k-r"0ZR._L (a W iE�L__Gokl Please Print or Type Signator's Name CD /ddc /i: \bapt \CDAPP.DOC (Last Update:16- Oct -00) COMMUNk , Y DEVELOPMENT DEPART. _NT ADMINISTRATIVE / DISCRETIONARY PERMIT APPLICATION CHECKLIST CASE NO: APPLICANT: APPLICATION TYPE: This checklist is intended to assist you in preparing your application. Note that the symbols in the right -hand column correspond to materials found in the attached application packet. Items marked with a (✓) below may not apply to your specific project and thus may be waived. We recommend that you meet with Community Development Department staff to discuss the application materials required for your project. Recd Needed N/A Item 1. Application Cover Sheets (2 pages): ❑ ❑ ❑ a. Discretionary Application, or ❑ ❑ ❑ b. Administrative Application ❑ ❑ ❑ 2. Application Supplement ( ✓) ❑ ❑ ❑ 3. Evidence of Legal Parcel ❑ ❑ ❑ 4. Grant Deed ❑ ❑ ❑ 5. Disclosure Statement ❑ ❑ ❑ 6. Preliminary Title Report ( ✓) 7. Ten sets of the following plans folded to approx. 8' /z" X 11 "(Note: only six copies required for Administrative Applications): ❑ ❑ ❑ a. Tentative Maps (see Tentative Map Supplement for required elements) ❑ ❑ ❑ b. Site Plan ❑ ❑ ❑ c. Floor Plan ❑ ❑ ❑ d. Elevations ❑ ❑ ❑ e. Landscape Plan ❑ ❑ 0 f. Sign Plan ❑ ❑ ❑ 8. Colored elevations: one rolled, complete set (OX to substitute photos) ( ✓) ❑ ❑ ❑ 9. Project materials /color board (O. K. to substitute 82" x 11" brochures and /or photos) ( ✓) ❑ ❑ ❑ 10. Color photos of site and adjoining properties (8 Y2" x 11" max.) ❑ ❑ ❑ 11. Application for Environmental Review (AEIS) ( ✓) ❑ ❑ ❑ 12. Deposit/Fee 13. Public Notice Package (refer to instructions) ❑ ❑ ❑ a. 11"x 17" assessor maps ❑ ❑ ❑ b. Property owner list ❑ ❑ ❑ c. Pre - addressed stamped envelopes, including applicant, consultant/representative, and property owner. ❑ 1 for Administrative applications No. of sets required: ❑ 2 for Planning Commission review ❑ ❑ ❑ d. Gummed labels, including applicant, consultant/representative, and property owner No. of sets required: ❑ 1 for Administrative applications ❑ 2 for Planning Commission review ❑ ❑ ❑ e. Vicinity map showing location of subject site ❑ ❑ ❑ 14. Housing Development Tracking ❑ ❑ ❑ 15. Statement of Justification / Findings ❑ ❑ ❑ 16. Letter of Authorization ❑ ❑ ❑ 17. Other: CD /ddc11ABAPT\CHKLST.D0C(Last Update: 18-Oct-00) APPLICATION SUPPLEMENT CITY OF ENCINITAS COMMUNITY DEVELOPMENT DEPARTMENT Design Review MUP /MIN TM/TPM Variance Other: �'AAS L DW— C_y>P'K" T- j -M-t.i Project Description. (Describe proposed project. Describe what you are requesting). The City of Encinitas is requesting to construct an ozone /ultraviolet stormwater treatment facility. It will be constructed as a portable unit, approximately 8 X 24 feet in footprint dimension. The facility will be constructed within the chain -link fenced area of the Moonlight Sanitary Sewer Pump Station. a. building sq. ft. Z02 Sct_- garage sq. ft. IN //k b. exterior material /color Cale 41 1 C. window material/color M IA d. door material/color e. roof material/color Acs TDAA L.- S 1 tJ G L E Ce1 f. Landscaping Percentage (til j " r)U rSI D: g. Standards: � DENSITY CODE REQUIREMENTS PROJECT Density Range Mid -Range Net lot area Lot Width Cul -de -sac lot width Panhandle lot width Lot Depth Front Yard Setback Interior Side Yard Setback Exterior Side Yard Setback Rear Yard Setback Lot Coverage Building Height Off - Street Parking FAR CD /ddc /i: \bapt \SUPPLMNT.DOC (Last Update:5- Jun -00) Community Area 0L-D f-- VT -P,S Thomas Bros Pg 114-1 C;5- t General Plan Designation No. SP - 2 State Coastal Zone? Number of Proposed Residential Units: Attached f4k Detached N Number of Lots O/A Related Case ?: ❑ Yes VNo Acres: Gross Net If yes, provide previous Case No. ❑ Yes ❑ No 2. Existing Conditions. (Describe the existing conditions of the site: i.e., topography, road /alley conditions, access, vegetation, structures, fencing, lot size, drainage and the like). The facility will be constructed within the chain -link fenced area of the Moonlight Sanitary Sewer Pump Station. The fenced area is currently level and paved. There are a few above ground structures at the site including an equipment room, storage tank and underground vaults. Access to the facility will be through the existing asphalt driveway of the pump station. A utility trench will pass form the facility to the creek approximately 100 feet away. The area of the trench is currently relatively level and sparsely vegetated with grasses. The site drains by sheet flow to the creek and will not be effected by the project. 3. Surrounding Conditions. (Describe the surrounding conditions: i.e., existing structures and relationship to project, # of units, lot sizes, vehicular access, topography, use type and the like). The site is surrounded on two sides by streets; Third Street to the west and B Street to the north. Moonlight State Beach is to the west of Third Street and a medium density residential area is to the north of B Street. The other two sides are surrounded by relatively level open space adjacent to Cottonwood Creek. The open space is sparsely vegetated with grasses, non - native plats and few native plants. CD /ddc /i: \bapt \SUPPLMNT.DOC (Last Update:5- Jun -00) General Plan Zoning Existing Designation Designation Use Subject Parcel: :F--- IZ / 05 /P K- SP 2- d'IE+-) sPR< I P P-2acr North: K 1S5 �Z 15 l~csl South: East: r--a / cc P K- S P- 2 West: eR / ti 's z P t�- Sp -2 app S?Ac c pft2.t2. 4. Project/parcel history. (Describe any past actions taken on this site or project or any other actions taken on development of the site.) The project site is within the fenced area of the Moonlight Sanitary Sewer Pump Station. _ The pump station has been in this location for approximately 30 years. CD /ddc /i: \bapt \SUPPLMNT.DOC (Last Update:5- Jun -00) *5. Project Design. (Describe the design of the project and how it relates to the subject property and adjacent properties and uses). The project consists of a ozone /ultraviolet stormwater treatment facility. It will be constructed as a portable unit, approximately 8 X 24 feet in footprint dimension. The facility will consist of a series of piping, several filters, an ozone generation chamber, and water quality monitoring equipment. Water is pumped from Cottonwood Creek to the facility through a 100 -foot, 4 -inch suction line. After treatment, the water is discharged back into the creek. It will be placed in the southeast corner of the fenced pump station area. *6. View Preservation. (Describe what views are being maintained on adjacent properties and those that may be impacted by this project.) The proposed facility will be approximately 10 -feet tall, with side dimensions of approximately 8 feet by 24 feet. It will be free - standing with a roof structure over approximately portions of the facility. Views from the east, west and south will not be effected. From the north, the facility will be visible, however, their primary view is to the west towards the Pacific Ocean. NOTE: Items with an asterisk may not be appropriate for all applications. If you have questions regarding applicability to your project, please discuss with Planning Department staff. CD /ddc /i: \bapt \SUPPLMNT.DOC (Last Update:5- Jun -00) Please Print or Type Signator's Nan. COMMUNITY DEVELOPMENT DEPARTMENT CITY OF ENCINITAS 505 South Vulcan Avenue Encinitas, California 92024 (760) 633 -2710 EVIDENCE OF LEGAL PARCEL Applicant's Name C- rry of eu�c.► a "TES Telephone (o33- 2[, 32 Mailing Address So S S. V (-&L- c. -0,►J tAV� - City UQ,,,3 CUSS State CA Zip Q 20-�J- You are required to supply.documentation that this property constitutes a legal parcel before the City can accept for filing any discretionary permits. This form and associated evidence will be reviewed by the Community Development Department upon submittal of your application. A request for a Certificate of Compliance must be filed concurrently with or in advance of this application if the evidence presented is insufficient to determine this parcel as being a legal lot or determination will require substantial time to research. If determined that the property is not a legal lot, no permit or other approval may be granted until corrective action has been completed. Fees and deposits submitted with this application will be refunded only as provided for by the ordinances and regulations in effect at the time of the request. Book ;� S $ Signature of Applicant Page cd /ddc /I: \BAPT \LEGPARC.DOC(Last Update :16 - Oct -00) OS a- Parcel 0% Date CITY OF ENCINITAS DISCLOSURE STATEMENT APPLICANTS STATEMENT OF DISCLOSURE OF CERTAIN OWNERSHIP INTERESTS ON ALL APPLICATIONS WHICH WILL REQUIRE DISCRETIONARY ACTION ON THE PART OF THE CITY COUNCIL, PLANNING COMMISSION, AND ALL OTHER OFFICIAL BODIES. The following information must be disclosed: 1. List the names of all persons having a financial interest in the application. (�' t -Ty OF t List the names of all persons having any ownership interest in he property involved. f)7Po� PS D�PAfz �ttn1T 2. If any person identified pursuant to (1) above is a corporation or partnership, list the names of all individuals owning more than 10% of the shares in the corporation or owning any partnership interest in the partnership. whk 3. If any person identified pursuant to (1) above is a non -profit organization or a trust, list the names of any person serving as director of the non - profit organization as trustee or beneficiary or trustor of the trust. 4. Have you had more that $250 worth of business transacted with any member of City staff, Boards, Commissions, Committees, and Council within the past twelve months? ❑ Yes MIN If yes, please indicate person(s). PERSON is defined as: "Any individual, firm, copartnership, joint venture, association, social club, fraternal organization, corporation, estate, trust, receiver, syndicate, this and any other county, city and county, city, municipality, district or other political subdivision, or any group or combination acting as a unit." (NOTE: Attach additional pages as necessary.) Signature of Applicant Print or type name of applicant CD /ddc /I: \BAPT \DISCLOSE.DOC(Last Update: 5 -Jun- 00) Date NET ACREAGE CALCULATIONS GROSS ACRES I ACE-F, LESS: Dedication Proposed Private Streets Significant Wetlands Utility Easements NET ACRES SLOPE DENSITY RANGE CALCULATION A. MAXIMUM RANGE: SLOPE ACRES 0-25% 25 -40% =2 40%+ B. MID - RANGE: SLOPE ACRES 0 -25% 25-40% _ 2 40%+ CD /ddc /i: \bapt \SUPPLMNT.DOC (Last Update:5- Jun -00) M DENSITY DWELLING UNITS x_ D.U.= x D.U. = none Total D.U.'s N I DWELLING UNITS x = x = Total D. U.'s +/- Ac. +/- Ac. +l- Ac. +/- Ac. +/- Ac. f. •h. DSCF0243.JPG DSCF0244.JPG DSCF0245.JPG DSCF0246.JPG DSCF0247.JPG DSCF0248.JPG DSCF0249.JPG DSCF0250.JPG DSCF0251.JPG DSCF0252.JPG DSCF0253.JPG DSCF0254.JPG 4 t 7 ozone2000 0101 002236AA.JPG ozone2000 0101 002542AA.JPG c ozone2000_1107_ll3705AA.jpq ozone2000 1107 114141AA.1ga ozone2000_0101_0O2256AA.JPG ozone2000 0101 002631AA.JPG ozone2000 0101 002659AA.JPG ozone2000_1107_ll3747AA.jpq +r 4 a ozone2000_1107_ll3833AA.ipg