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CEE04J Moonlight Pump Station Rehab-1�ti of eNCj�r� �t Decemi't =706 Falcon +:3.,,eral Engineering, Inc. 572 Coliv. , 3;rt�et Vista. C. 92083 Attn: G «Ic Winterquist Re: CHANGE ORDER #10 MOONLIGHT BEACH PUMP STATION REHABILITATION PROJECT ES-498 Gentleman, Pursuant to Section 3 - CHANGES IN WORK, you are directed to proceed with all labor. rnaterial and equipment necessary to accomplish the following change: • Frxrnish and install 3 inch schedule 80 PVC drain lines from the containment area and odor scrubber equipment per Cost Proposal 014 dated December 12, 2006. Thi c increases the total contract is in the amount of $2,682.99, (TWO _r.HC ' i :,:rdr1lD SIX HUNDRED EIGHTY -TWO DOLLARS AND 99 CENTS). T; i ;i i; agile Will have NO EFFECT on the contract time. u,r =:gnify your acceptance of this change order by signing below. A copy of the car ig_ nai change order shall be sent to you for your original signature. Upon receipt, the Ci-�:ji krill ;,,ign and a copy, with original signatures, shall be forwarded to you for your files. ACCEPTED BY,: I'.E. E i ector of Engineering Services ,.,:i,h i- IsrnPr, A;;socirs j3 Civil Engineer ris Li0back, Geopacifica Da1e Wijterq,r 4 President =alcon General Engineering, Inc. Contractors License No. 540704 recycled paper t ✓� FALCON GENERAL ENGINEERING, IN . 572 COLLYN STREET - VISTA, CA 92083 • TEL 760/630 -9570 FAX 760/630 -3648 STATE CONT, LIC. #540704 December 12, 2006 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Subject: Cost Proposal 014 Gentlemen, Document No. 0501 -A -025 We are here -by submitting our supply and provide all material; labor and equipment to install the 3" sch. 80 PVC drain lines from the containment area, and odor scrubber equipment. If you have any questions, please feel free to me at (760) 630 -9570 ext 202 TOTAL COST CP 012: $ 2,682.99 Sincerely, Dale Fig: - interquist President Falcon General Engineering, Inc. rde -o CD M aMEiRIC TRAP) 1 -4. -- - - -- - l (RELOCATED) CHEMICAL \ STORAGE( TANK �\ i I r ( iELOCATED) CEMICAL I �♦ (N) PUMP MOT 1 1 -� MITER 1 I I \\ I I SAND BASE (TYP I 1 I 1 I — II CONCRETE CONCRETE — — ' FD -I* I CONTAINMENT I TRAP PRIMER. I (SEE N07E 3 S O I Y FILL (RELOCATED) CHEMICAL DI - - - --{ I-{— t- - - - - -- CONNECTION TRANS�R PUMP L _ ^ C� — Tr SUMP W /GRATING y I I A 1' PW (NOTE 7 T - - ' EYEWASH (E� EMERGENCY 4 I I 1 1 /4p.PW (NOTE I I I 1 � (�+D'M� II BFP -, YA I 1 I 1/2• PW E IN VALVE BOX L y I I COdECI To (E) WATER SYSTEM BACIffL0 PREVENTER 2 0 ----------- 1 I : ii i >:• I 1 I 1 C 1 -_\\ r VT 1._ F NOTES: 1. FOR TYPICAL BOLLARD DETAIL SEE SHEET C4. - CONTRACTOR TO FIELD VERIFY THE LOCATION AND DEPTH OF (E) WATER SYSTEM AND CONNECT NEW WATER 1 1/2° WATER LINE TO DNEYEWASH /SHOWER AND NEW ODOR CONTROL SYSTEM. EMERGENCY {�{ PROMDE TRAPS WITH Y AND RUNNING TRAP. VENT R %TURESN ACCORDANCE VAIN THE UPC. I 4. VENT RSERS ARE SHOWN N APPROXIMATE SIZES AND LOCATIONS THAT WILL ALLOW THE CONTRACTOR TO - CONNECT - LOCATIONS OF THE RISERS TO BE DETERMINED BEY�T CONTRACTOR. RISERS TO BE SIZED AND LOCATED - _ IN ACCORDANCE WITN THE UPC. S. PROCESS PIPING WILL REQUIRE ENCASEMENT IN CONCRETE :... UNDER SLABS. REFER TO SPECIFICATION ISM AND DETAIL 6/52 PIPING G SYSTEMS SHALL NOT BE CONCRETE ENCASED. .. 6 ALL VENT PIPING SHALL BE SLOPED FROM ODOR CONTROL UNIT BAGS TO WET WELLS AT A MINIMUM OF 1/16' PER F00T. - 7.. SUPPORT WATER PIPING TYPE T3S SUPPORTS AS NEEDED. - - _ & THE ODOR CONTROL (VT) SYSTEM OS A CLASS I PRODUCT. . CONVEYING SYSTEM. CONVEYING NON - CORRVE .SEWAGE OSI 1 - . - - GASES 70 THE ODOR CONTROL SYSTEM (ODOR SCRUBBER). . THE SYSTEM IS IN COMPLIANCE WITH CHAPTERS 5 AND 6 OF .� - THE 2001 CALIFORNIA MECHANICAL COOS _ s . 9. REFER TO THE PIPING SCHEDULE OF DRAWING G4 AND SECTION . . T5o50 IF THE CONTRACT DOCUMENTS FOR MATERIAL 4 .. _ SPECIFICATIONS FOR THE PIPE AMD DUCT SYSTEMS. f3 %ate 10. REFER TO DRAWING MID FOR THE LAYOUT OF THE HEATING AND # . Kennedy /Jenks. Consultants VENTILATION SYSTEMS. t71� - 16853 W. Brrnoroo Drive. Suite S - - - w San DI o. Calilomia. 92127 - - (e56)- 670 -3620 - 0467115.00 8 REVISION$ APPROVED DATE . REFERENCES.' DATE OF ENCINITAS DRAWING NO. OJECT NO MOONLIGHT BEACH �' STATION REHABILITATION PROJECT M 9 PUMP STATION 3 PLAN AT EL. +24.0 SHEET 41 OF 68 I BUILDING CODE ITEMS MAT 1106 A NG NO. ES -4 _ CITY F ov E Q 9J Pri�utcd 11 December 4, 2006 Falcon General Engineering, Inc. 572 Collyn Street Vista, Ca 92083 Attn: Dale Winterquist Re. CHANGE ORDER #9 MOONLIGHT BEACH PUMP STATION REHABILITATION PROJECT ES-498 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: • Furnish and install a power supply, conduit, conductors, and testing of the flow meter remote readout and the power for the existing mono -rail hoist.. This change increases the total contract is in the amount of $4,387.15, (FOUR THOUSAND THREE HUNDRED EIGHTY -SEVEN DOLLARS AND 15 CENTS). This change will have NO EFFECT on the contract time. Please signify your acceptance of this change order by signing below. A copy of the original change order shall be sent to you for your original signature. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you f r your files. ACCEPTED r Ureg ields, P.E. Field Operations cc: Director of Engineering Services Kipp Hefner, Associate Civil Engineer Chris Lillback, Geopacifica Dale Winfefquis' President Falcon General Engineering, Inc. Contractors License No. 540704 :W' ( .ili N) 01 recycled paper r� \ - city Of Encinitas November 27, 2006 Falcon General Engineering, Inc. 572 Collyn Street Vista, Ca 92083 Attn: Dale Winterquist Re: CHANGE ORDER #8 MOONLIGHT BEACH PUMP STATION REHABILITATION PROJECT ES-498 Gentlemen: Pursuant to Section 3 - COto accomplish the following wing changeth all labor, material and equipment necessary Blast and coat the container floor with Tnemec V69 per your proposal dated October 16, 2006, designated Document No. 0501 A -021. This change increases the total contract is in the amount of $1,642.20, (ONE THOUSAND SIX HUNDRED FORTY -TWO DOLLARS AND 20 CENTS). This change will have NO EFFECT on the contract time. Please signify your acceptance of this change order by signing below. A copy of the original change order shall be sent to you for your original signature. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. ACCEPTED BY: /� reg Shi ,, P.E. Field Operations cc: Director of Engineering Services Kipp Hefner, Associate Civil Engineer Chris Lillback, Geopacifica Dale Winterquo"Pretident Falcon General Engineering, Inc. Contractors License No. 540704 TEL 760 - 633 -2600 / FAX 760 - 633 -2627 505 S. Vulcan Avenue, Encinitas, California 92024 -3633 TDD 760 -633 -2700 � recycled paper CON GENERAL ENGINEERING, INC. N STREET - VISTA, CA 92083 - TEL 760/630 -9570 - FAX 760/630 -3648 - STATE CONT. LIC. #540704 November 28, 2006 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Document No. 0501 -A -023 Subject: Cost Proposal 013 Gentlemen, We are here -by submitting our supply and provide conduit/conductors and testing of the flow meter remote readout and the power for existing mono -rail hoist. RFI # 23 & 24 If you have any questions, please feel free to me at (760) 630 -9570 ext 202 TOTAL COST CP 012: $ 4,387.15 Sincerely, Date E. Wfnterquist President Falcon General Engineering, Inc. m rn d t o o o in rn o '. � 0 .sue- N J N 'i r- r w u � M� 0 co Fa- ~ aoo N st <�`�. C N O t- E ~ fA 64 EA EA fH lf? f 9 fA fA tt? 69 69 iH 69 69 fA EA EA 69 J p O O = O N Li N 0 LL! co �0+ N Z L NI D 0 o C) p Q p �i L o LO M ++ J O t- r � a 'ov w Z 0 E 0 o ci H J p �I W 0 et a N � Car W z 11 111 N :3 J p � O M m ,q6 r r- L co O O H N N cM m C � ce) Q N r A LL Ir_� Z z � G V JQ w/ Z O W W W LL Q o (7 O Z iZ � a 2 Z C �w F- 2 vv 0 L a0 V Q a L N O U LL ui m m Im O 0 Cl) =F-- W o d W000 Z Z Z (% Q ca 0 3 > > Li JIN Q j Y Y Y o f Za O� �'��o cap omaaa��Q �o�QO� O Oa. o �.� m m o o'o z O U �a Uwe ngN�r °Omt- m rn d C ON G E N E 'N STREET - VISTA, CA 92083 October 17, 2006 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner RAL ENGINEERING, INC. TEL 760/630 -9570 - FAX 760/630 -3648 - STATE CONT. LIC. #540704 Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Subject: Cost Proposal 011 Gentlemen, Document No. 0501 -A -021 We are here -by submitting our cost proposal blast and coat the interior floor of the existing UV treatment facility. If you have any questions, please feel free to me at (760) 630 -9570 ext 202 TOTAL COST CP 011: $1,642.20 i Sincerely, f' bale Winteriquist President i Falcon General Engineering, Inc. N rn m d i of �I of o, O, NI N'' I O II o OI OI N C �I .4 N Q �I !, i N (b F- � Efl 69 EA v� EA Efl ffl Efl 69 69 69 fA EA EA EA EAI E,9 EA EA r J 00 O O 0 00 N }� N F- J O V m O Q N Z LL > Q o LL O O O J F- w a O ~ a � z C7 � Z o � Q � Q O wo V � a Ci F- W Z °O °O o J O 00 F- 0 m J F_- Z C � O Q~ . U) VJ z � O � W O U z _ Z Z F- _ wz Z M00o� O m S 0 W Z Z 0 0 0 T" QfQ.- a Jw Q D >» IY Y Y o V m W W < IJ � oa c w ° m oo m Q O z 0I 0a a n�NLb Lo °m'O CL � w � II N rn m d S v SANDSLASTINf-COATINGS P.O. fox 340, Poway, CA 92074 -0340 P3h:858.748.3540 Fax: 858.748.3774 Estimating: Moyal Baker 903.796.3300 Fax 903.796.3331 Website: Para- dapainting.com Email: parada dave0gox.net Email: paradapaintingCa'1aolsom (for Loyal Baker) LICENSE CA# 742112 AZ# ROC188614 Date: October 16, 20-06 To: Falcon General Engineering, Inc. Attention: Dale Winterquist Project: Moonlight Beach Pump Station Rehabilitation Project Subject: Quote for blasting/coating container floor Per Parada's Ed Nelson's verbal quote, we propose to blast and coat one (1) container floor with Tnemec V69 for a cost of $1,400.00. Attached, please find Product Data Sheets and Material Safety Data Sheets for Tnemec V69. Should you have any questions, please call me at 903 - 796 -3300 or paradapaintingaaol.com. 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Q S T o 0) a Rr m 3< W 3. - o o F° ? a v o m 0) mm. a O n n 4 ° 0 5° P. a 0 `-' d 0 -�•• m 'O 0 T Z r D D 0 m c o m yy & st .wA. w � 0 ° 5 n m a o-a1D a °row' ?mm mc� COL m rML 3c�a 3 W ? 0 m °m o m 3 �? ? x =r CD a� 0 0 ° o c ►_ j 0 p F c �_ o g c D v w� m H m o o M CL m m 0 m s O v Qi <m o m Oq p» o c m r m S n m 0 m m° a z o 5 > o ao 3 d F_ W w 3 5 O m '2. a y 3 v 3 w 2 0) 3, 0 0) m am o o °. 0 0)< 2 onna,�;r ��mo = o m o 0. „ A wA O A�5 x m m m to M 4 O z T T m m a z V m v 0 rn O Z x v D D m m 0 N O N City Of Encinitas October 26, 2006 Falcon General Engineering, Inc. C/o Dale Winterquist 572 Collyn Street Vista, CA 92083 Re: CHANGE ORDER #8 Moonlight Beach Sewer Pump Station Rehabilitation ES -498 Project CEE04J 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: Install Adeka U1traSeal MC -21M waterstop around the perimeter of the new pump station building. The change increases the total contract in the amount of $2,403.42 (Two Thousand Four I- hundred and Three Dollars and Forty -Two Cents) in accordance with the attached request. 'This change will have NO EFFECT on the contract time. 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 S ds, P.E. 1-' field Operations CC: Director of Engineering Services ACCEPTED< Dale E. WiWrquXst, President Falcon General Engineering, Inc. Contractors License No. 540704A � i I. (,.1 CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 October 26, 2006 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Document No. 0501 -A -022 Subject: Cost Proposal 012 Gentlemen, We are here -by submitting our supply and install Adeka UltraSeal MC -21M waterstop around the perimeter walls of the new pump station If you have any questions, please feel free to me at (760) 630 -9570 ext 202 TOTAL COST CP 012: $ 2,403.42 Sincerely, Dale E. V�1fei'gdist President Falcon General Engineering, Inc. 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C�ra� °wF °e3 $fz cc [ b o ? mn •• o E a3 ° Z U7 4 10 10 �.q ^3a 's o3S W = r °�'�NCw o+ w o z� Z g- a m a n w y o i G. ass Y N-1 ° �_ S 3 '3 C) V. rn cm m -s lu -• w .-.. � Go "0 C-) m rn tn 3 cn ...c o w m `•' p ii _:3:) m w " rn o, n a R T p O n. p Cr N G 9 9 ° � CIO m y QC) m z D „ = m r ° S7 T r m m r G7 U! 47 4J w = w W w m m O� rr —W G �J 3:3 In r* Cry W O-i v —xm -nJ 2m7 cn "' Zi C=7 C7 C-) ri CO u�5 Z w Pu 9 m -C rp YG z o0NE > z OZ o�R1 2 Cq N N �N city of- Encinitas June 28, 2006 Falcon General Engineering, Inc. 572 Collyn Street Vista, Ca 92083 Attn: Dale Winterquist Re: CHANGE ORDER #7 MOONLIGHT BEACH PUMP STATION REHABILITATION PROJECT ES-498 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: • Furnish and Install additional reinforcing steel as required to accommodate the changes required as a result of the conflicts with the existing manhole per your proposal dated June 9, 2006, designated Document No. 0501 -A -018. This change increases the total contract is in the amount of $22,142.72, (TWENTY - TWO THOUSAND ONE HUNDRED FORTY -TWO DOLLARS AND 72 CENTS). This change will have NO EFFECT on the contract time. Please signify your acceptance of this change order by signing below. A copy of the original change order shall be sent to you for your original signature. Upon recei t, the City will sign and a copy, with original signatures, shall be forwarded to you f jur files. ACCEPTED B : jJ0 E. reg S I , P. Field rations cc: Director of Engineering Services Kipp Hefner, Associate Civil Engineer Chris Lillback, Geopacifica Dale V1linterc,'President Falcon General Engineering, Inc. Contractors License No. 540704 r_'W_ 5U5 uicui ANrnuc, I IM -60 -61; -'(W recycled paper June 9, 2006 CON GENERAL ENGINEERING, INC. N STREET VISTA, CA 92083 TEL 760/630 -9570 FAX 760/630 -3648 STATE CONT. LIC. #54070 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Subject: Cost Proposal 008 Gentlemen, Document No. 0501 -A -018 During the reconfiguration of the retention basin, which was required to avoid conflict with the existing manhole and Cottonwood Creek, changes in the reinforcing steel requirements were made. These changes resulted in aprox 18,5001bs of additional reinforcing steel. Additional costs will be incurred to accommodate these changes. Your review and approval is greatly appreciated. If you have any questions, please feel free to me at (760) 630 -9570 ext 202 TOTAL COST CP 008: $22,142.72 Sincerely, Dale E.Wint6quist President Falcon General Engineering, Inc. T v c� CD .. .. O0 �°o O O o° o r c W Z D �'�IK > > ;0' >'W o n'° c c c C x D r 0 C/) UI -U zlZ'Z -0 C M z' -�I (n m OI p CO O N C) OAK m z Z' O m O D' �M I01 D X r M Iu I j I I I i I 0 0 Co - -I'- I - -- - IC) i '.o - !o - i IIo ICI I 0 1: N OD OD -OD cv'i, o0 to to ts� to to to tB to to to <A 69 to fA to to to Eft d N N 00 s ? 4 co A co CD co 11 v Cn M CD N �1 cn M O 0 Z U) m W O 2 m r U) 0 0 90 OD 4 6 0 rn "0 1 ic n g Oj 0 U,Z O M Zlml z C� 2 OII m Z o A z 0� M � N ---�I Z �• � rr Z 13I � D W -- �- O � r �I C Z -i p 0 III D y r -•I t of c Z, 3 Ij > IL D Z O C/) 0'. o, c Z �� 0 m �cn M o r' D r O r C N � 12578 Vigilante Road PO Box 1000 Lakeside, CA 92040 Phone (619) 561 -5700 Fax (619) 561 -4758 Change Order Request Date. 6/8/06 To--FALCON GENERAL Job Name:MOONLIBHT BEACH PUMP Job Number: 05 -154 Release Number: Attention: JAMIL SOLTANI In order for Minshew Brothers Steel Construction, Inc to complete the following work, a CHANGE ORDER is required: 10/21/05 MATERIAL COST: $10,492.00 LABOR COST: $8,385.00 LBS: 18 500 Add • $18,877-00 Deduct: Net Changg,418 877.00 FOR WORK TO PROCEED PLEASE SIGN AND RETURN Thank You, E0 /Z0 39dd 1331S M3HSNIW 85LVT956T9 9b:ET 900Z/80/90 city Of Encinitas June 26, 2006 Falcon General Engineering, Inc. 572 Collyn Street Vista, Ca 92083 Attn: Dale Winterquist Re: CHANGE ORDER #6 MOONLIGHT BEACH PUMP STATION REHABILITATION PROJECT ES -498 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: Furnish and Install one (1) new 16" plug valve to replace the damaged valve on the 14" return line, also 2 each 10" x 3'1 " flange by groove end spools to replace the existing spools . This change increases the total contract is in the amount of $6,072.200, (SIX THOUSAND SEVENTY -TWO DOLLARS AND 20 CENTS). This change will have NO EFFECT on the contract time. Please signify your acceptance of this change order by signing below. A copy of the original change order shall be sent to you for your original signature. Upon receipt, the City will sign and a copy, with original signatures, shall be forwarded to you for your files. ACCEPTED B/ Greg ShA ds, P.E. Field Operations cc: Director of Engineering Services Kipp Hefner, Asssociate Civil Engineer Chris Lillback, Geopacifica Dale Winte06i"tj President Falcon General Engineering, Inc. Contractors License No. 540704 IJ (,o I \V IlitoIIIia 0., 1 i i I I -60 G3, -' -(W recycled paper CON GENERAL ENGINEERING, INC. 'N STREET • VISTA, CA 92083 • TEL 760/630 -9570 - FAX 760/630 -3648 • STATE CONT. LIC. #540704 June 19, 2006 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Document No. 0501 -A -020 Subject: Cost Proposal 010 Gentlemen, We are here -by submitting our cost proposal to provide and install lea new 16" plug valve to replace the damaged valve on the 14" return line, and 2ea 10" x 3' -1" flange by groove end spools to replace the existing spools which had been fabricated with a skewed end. Valve and spools to be furnished will comply with the specifications and previously approved submittals. If you have any questions, please feel free to me at (760) 630 -9570 ext 202 TOTAL COST CP 010: $6,072.20 Sincerely, Da16,E. ter t President Falcon General Engineering, Inc. 06 /Og /06 07:12 PH EDT Hughes Supply Inc. via VSI -FAX � �r #7153 SAN W & S HSI HUGHES WATER ER & & S SEWER, LTD. -- 1560 W LINDA VISTA DR SAN MARCOS CA 92078 760 - 744 -5600 Fax 760 - 471 -3621 Ship To: 360087 Sold To. 360087 FALCON GENERAL ENG INC 572 COLLYN ST VISTA, CA 92083 -5502 760 - 630 -9570 Fax 760 - 630 -3648 Page 2 of 2 #2806551 1 ** Q U O T A T I O N ** 5123 -731834 19:12:24EDT 06/09/06 Page # : 1 of 1 FALCON GENERAL ENG INC 572 COLLYN ST VISTA, CA 92083 -5502 760 - 630 -9570 Fax 760 - 630 -3648 Ili'Ii!.I:iII AVE T OUR-TRUCK 06 ,.0 t9 I p_06 ! . I ' L H �! 4i illl . II,I II I I III!i • II IIII , i III I I , : I:. l:l i„ I l • I I iil I LI_l iI t hl',,.:L I :I I : I : I II, . I. I I L;I ! I .I.I : iI,I I Ii . III l I i .: . Mike Harkey 07 09/06 I 'I I: '.! �I L'I I !I ilia i'1 I -. + .. , i , I 1 1111 (I I 1 I!' �q'9'1�11 I,I I.Ilil �' Iii IIII�I I+ 1111 il�ll III I I 1111 ;1111,1 !i I,II + I!: I { I,il II I !,' ('' � I • .:. I , .:�� lil III �!I;'I 111111 (III II I I I IIII. II'I • I !, I I I . li II : 'll I. I , � I ,111,1: I. Gary In a T 30 DAYS 1.5% SC 45 Special Instructions ********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** L :!... ' �:-:,aI; !.I • i,I.l, ' l I ! I I II{ I ; IIII ; I I I:IIi:I1 ; it I I :) I . (.Iil.i ,"?'1'.' 1! I .:I� . �:r . i,il,..,::; : 1. I I I II!! �I! , ,I i,,, 1 .11.:11 :f I ' I I ,I!I , I.:. I ,Lil I !IiI t ICII! I•1I1l 1 1 ii.�IiI. 'I!�1I 1�I!I - I i -I ! IIIII I I!I 1 �IIIiI I II( I . I I�lIi' � . y ] n I a �.� , I IIIi. , :IiI l II,i . 1LIKEN 601 16IN FLG PLUG VALVE 2926.830e 2926.82 H GEAR & HW 1! STOCK PRODUCT LEAD TIME IS 4 -8 WEEKS THIS IS A QUOTATION S & H 0.0 rices are firm until 07/09/06, subject to change without notice after 07/09/0 .Tax 226.8-- EXTRA! PPLICABLE TAXES 5 ■ M•VV•• VV \•V ■ -0 - .•M ■ ■ ■VV ■ \ ■ ■�' • \•V• 572 Collyn St. Vista,, CA 92083 (760) � 1570 — FAX (760) 630 -3648 — State Cont. Lic. #540 Purchase Order Nol 0501 -403 1 Vendor: Hughes Supply 1560 W. Linda Vista Dr. SAN MARCOS, CA. 92078 Rep: Mike Harkey Project: Moonlight Beach Pump Station Rehabilitation Project City of Encinitas, Ca. 92024 Ship to: Falcon General Engineering, Inc. Intersection of "B" St. & 3rd St. Encinitas, Ca. 92024 Date: March 16, 2006 Date Req: ASAP Phone: 760 - 744 -5600 X 122 FAX: 760 -471 -3621 Terns: Net 30 Days How Ship: Best Way Purchase Agent: DAVE PITTS Signatu( Unit I Rec JUnitPricel AMOUNT 1 1 2 Custom Suction Flanges 8" See attached Custom Suction Flan 8" See attached rte► EA allti! $ - 2 2 1 3 4 8" Plug Valves EA avow $ �4 4 3 2 Custom Pi 8" wl 12" Ecc Flan a See attached EA arras $ *► 5 4 1 Custom P' 8" wl 12" Ecc Flange See attached EA $ 6 5 2 12" Spool Fig x Fla See attached EA t� 7 6 1 12" Spool Fig x Fig See attached EA lam $ w� 8 3 12" x 6" ECC Reducer EA R $ t/1r�r• 9 1 8" Tee Fig EA t �� 14" Retum line 8" b ass line $ 10 1 8" fl 45 Ell EA dW $ �A 11 1 8" x 3' 10" Spool Fig x Vic EA �� t rarer 12 1 8" Vic 45 EA t� 13 1 8" x 4' -5 -114 "S vic x Vic EA $ 14 1 No. 30-R Red. Lat.14" x 8" EA �alr $ AAA 15 1 No. 30 - 45 Lat. 14" EA 4w $ �r 16 1 14" Vic Ca EA M t 9M 17 1 16" 45 Ell Fig x Fig EA eWdo $ am* 18 1 16" x 14" Ecc Reducer EA $ am"a 19 1 14" x 6" Spool Fig x Vic EA $ 20 1 14" Spool X- 10414" Vic x Vic EA $ e 21 6 Vic 318" coupling EA $ #� 22 5 Vic 31 14" coupling EA $ - 23 1 14" x 4'10" TR -Flex x Vic Spool EA �� f 24 1 14" x 8' TR -Flex x PE Spool EA *r 25 1 14" x 8' PE x PE Spool WI wee ring 1'S" off one end EA awr $ t « EA $ Discharge Piping EA $ 26 7 3 8" Custom Reducing 90 wl 314" outlet- 5" fl x Vic EA am = 27 7 3 8" Custom pipe W110" Fig x Vic see attached sheet for item 26 & 27 EA t 28 3 10" Swing Check - EA $ 29 1 10" 90 FigY EA Arr $ ' 30 1 - _1fl"- X_15__ "L Flax Vic 10^ pipe V 6 -112" w112" flan e x vic EA EA - ~ -'>-mom $ 31 1 32 33 2 2 /V 10" x Ti- 112" L Fig x Vic 10" pipe 2' wl 12" flange x vic EA EA 268:6 S 53720 t 1"M 34 1 14" x 6'4412" flg x fig Spool EA A t Am 35 1 14" Dismantling Joint EA wa* t err 3 10" VIC 31 couplings ta► $ 14" Force Main outside of pump station EA $ 36 1 12" Fla 90 EA $ 37 1 12" x 1'6" Fig x PE spool EA �!�!!!!� $ 38 1 14" x 14" x 12" TJ Red TEE EA am $ 39 14" x 3'6" PE x PE S ool EA $ now EN'(J � ♦ 9J, v January 31, 2007 Ms. Kathryn Bare State Water Resources Control Board Loans and Grants Branch P.O. Box 944212 Sacramento, CA 94244 -2120 SUBJECT: Moonlight Beach Pump Station Renovation Project — CBI Agreement 02- 234 -550 -0 Invoice #3, Progress Reports #7 Dear Kathy: This letter transmits several documents related to the progress of the Moonlight Beach Pump Station Renovation Project — CBI Agreement 02 -234- 550 -0. These documents include: Invoice #3386 (City of Encinitas format) with backup documentation Grant Program Invoice #3 (State DFA Template format) Progress Report #7 If you have any questions about this request, please contact Kipp Hefner at (760)633 -2775 or Meleah Ashford at (760)943 -2285. Sincerely, Kipp Civil Engineer Enclosures TEL 760- 633 -2600 / FAX 760- 633 -2627 505 S. Vulcan Avenue, Encinitas, California 92024 -3633 TDD 760- 633 -2700 � recycled pager. 11V VV1 L.t CITY OF ENCI PINANCE NI TAS 505 S DEPARTMENT ENCIN VULCAN AVENUE ITAS' CA 92024 TO: SWRCB (760) 633 -2600 LAURA PETERS, DIV OF 1001 I STREET, FINANACE SACRAMENTO, CA 95814 FLOOR INVOICE NO: DATE: 3386 1/09/07 CUSTOMER NO: 4057/5489 QUANTITY DESCRIPTION - - - -- - - -___ -TYPE: DP _ GENERAL - -_ BILLING - -- UNIT PRICE EXTENDED 1.00 MOONLIGHT BEACH PUMP - PRICE STATION GRANT -- --- - - -___ SWRCB AGREEMENT 135,941.00 INVOICE PERIOD: 7/j/064 -550 -0 * 7/1/06 - 9130106 PLEASE SEE ATTACHED FORM FOR BREAKDOWN OF COSTS TOTAL DUE: PLEASE DETACH AND S 3: 1/09/07 END THIS COPY WITH COMER DUE DATE: 2/08/07 REMITTANCE NO: 4057/5489 NAME. OF 4NCIN TAS CHECK PAYABLE TO: lVCE DEPARTMENT D. VULCAN AVENUE JI TAS CA 92024 ,E N0: 3386 NET 30 DAYS S WRCS TYPE: DP - GENERAL BILLING 135,941.00 $135,941.00 AMOUNT $135,941.0 Grant Expenditures for Invoice Description of Expenditures b #3 — 7/1/06 _ 9/30/06 Item-------- Y Line Item Personnel Se _..r%.., ►I rvices (100% Match) — QAPP and Project Management 2 Operating Expenses ° all, Monitoring Plan, 3 Professional and (75 �° Match) ) — Panting and su design g Services (75 °�° Match Pphes 4 Project Implementation /Construction ° ) — Project dewatering system (75 �° Match system andpum 'Sewer bypass, utility relocation_ Mobilization, p station excavation shoring Expend r� eut is eriod o n $0 $0 $30,763 $513,001 Grantee Total Project Cost Match (75°x° of Item 2 — 4 $543,764 Amount Requested from SWRCB $407, 823 $135,941 m 4 h m m as m W W m w m rn a � � a rn � m X o ory OZ 1 ° rn rn L. to F w °� rn o U m rn ON m m .� to U .. .. 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M m m O '•N C �p t0 O' NI ' O, - w W a a n a a F o a fn N z O O a rOi H OH U vt z V U ii r H ° o o. um m m u N m w J Z z a; a + m aN W ;° �p W.W PW4 F ZwO a E „ F a z X Q H " 7 z ' ; � a 'H U ; NN NW a W 2OZ a W WW UXW pWW 4 F Q ; ' ' n rNi r1�UU' z,awy W � w ahV '~ZW GZ4'Iw U Hp1 ww u wW UUoWw3 u EW' Uu Fw W UzU wm To. 0 O FWo E Q w. W Cyp-W a�U zD U W z w wE z Mmm W 1W 4W.4 �' im li i ��mONm Cq N W W wW M QyuV U n �• U 00 � ; hU W V t7Um ' ,-, .,wr+ ..w t�� 4 Q �.., E•' q a ; mot+ Q w >m "z� 4i > >a> f+ >Lal>a w O W u a M aN uw o O o m m a O o am uO am a F F O o o 0 0 w w m� WW ° �Y q Y O � e .. •." m I- � o : a r rn N � >4 •' ? pai C N N w O o m w O ^f. Q ° ° M N N N ty P. a lo a O' c. na w °' °' °• °' 4 o Q > E m F a W It F aF rn (4 N ry u a r° r n M N '� `^ n O' E m- ; z N a lost ; .� N rNNi n n m f N ^ n H U m at 4 n N N+ .+ ••t n U cd .n G W ; Q Jl N ” ; U .-1 �+ .� .•i .+ •+ ^ `" .+ m r n H m a + o O N N 1n • O' V N O O 2 O O O N N ry N .� cn W •• W W E- L) a ELI o ND W N N N O O N f0 °O ° a �- O wq 4 ¢ ¢ Q Q q q q n a O oO y c+ N 4 Q Q ry 4 Q a s a F N N N a a a N Progress Report #: 7 Reporting Period: _ 7/1/06 Grant Agreement Submittal Date: to 9/30/06 9 ment No: 02 -234 -550 -0 1/31/07 Project Name: Moonli ht Beach Pum Station Renovation Proia,+ Contractor Name: I certify under penalty of law that this document and all attachment were re the terms and conditions a each Grant Agreement Exhibit. Based on m Project, or those direct) responsible Gr for prepared by me or under m belief, true, accurate, and complete. All information t submitted in this do ument and the Y direction in accordance with accordance with the state and federal laws and ti oh submitted certify with mment information submitted s, to the best of m or persons who manage the for submitting false or misleading information. Y knowledge and y signature. I all attachments conform significant and is in am aware that there are significant penalties Project Director: Peter Cota- Robles Printed Name ' Table 1: Summar Signature of Work Com leted To Date Work Item EXHIBIT A Items for Review # Due % Of Work 1.1 Quali Assurance Plan 1.2 Monitorin Plan Date Com lete Date Submitted 2.1 Pro*ect Desi n 9/05 9/05 100% 9/05 2.1.2 Final Pre -Desi n Prelimina Desi n Re ort 2.1.4 As- Advertised 10/04 100% 9/05 Construction Documents 2.1.6 Co py of Bid Summary /05 100% 3/04 and Proof of Advertising g 6/05 100% 6/05 2.2 Pro'ect lm lementation 100% 6/05 (Advert.) 2.2.2 Photo Documentation of Construction 2.3 Re ortin 8/05 Bid Sum. 2.3.1 Annual Progress Report 6/06 ° 75 /° 2.3.2 Draft Pro'ect Re ort 9/06 100% 100 /° 9/05 2.3.3 Final Pro'ect Re ort 11/07 0% 9/06 EXHIBIT C 6. CEQA/NEPA Documents 12/07 0% 22. Contract documentation & signed cover 8/04 permits sheet for all 1) City Building Permit 8/04 100% 5/04 2) City Grading Permit 3 Coastal Develo ment Permit 1) 12/06 ><HIBIT D 5. Monitorin and Re ortin Plan 2) N/A 3 5/04 9/05 0% 9/05 Progress Report #7 Moonlight Beach Pump Station Renovation Project Grant Agreement No: List of Items for Review234 -550 • No items are being submitted for review along with this p r ogress report. All submittals have been made as tasks were com lete. ress Pro Report Narrative p Introduction During this reporting period work was focused on completin g the emergency storage basin and beginning renovations of the existing pump station. The seco nd annual report was also submitted to the Grant Manager. Summary of Activities ITEM 1.0 — QUALITY ASSURANCE PROJECT PLAN AND MONITORING PLAN Item I A — Quality Assurance Project Plan (Cumulative 10 Complete. 0% complete) Item 1.2 — Monitoring Plan (Cumulative 100% complete) Complete. ITEM 2.0 — WORK TO BE PERFORMED Item 2.1 — Project Design (Cumulative 100% complete) Design consultant (Kennedy Jenks) reviewed material submittals for t (pumps, pipes, odor control system, auxiliary he pump station answered Request For Information (RFI) from g heecon�ractoror control system, etc.) and Item 2.2 — Project Implementation (Construction) (Cumulative 54% c During this reporting period work was focused on completing the em basin. This included installing a water proofing around the exterior walls, pouring the floor surface emergency storage basin to check for leaks (no leaks were detected), g membrane below the floor slab and around basin walls. Other activities included spraying hydrostatic testing kf the ay and removing shoring and backfilling walls of the emergency storage basin and manholes to protect the con caustic gas (caustic sulfuric acid natural) praying a SanconTM liner on the interior converted from Hydrogen Sulfide gas by thorms n a bacteria _ Demolition Crete walls from y forms in a sewer environment when it is existing intake structure for the existing auxilia sections of Ductile Iron Pipe force main. Finally, w ) contractor began to the auxiliary generator. The contractor also installed existing pump station, including demolition of the existing s tairotowe tower into of the Pump station, and drilling and setting dowelled- reinforcing steel bars into the existing top of the existing pump station for the new pump building. Item 2.3 — Reporting (Cumulative 100% complete) The first and second Annual Reports complete. Expenditure/Invoice Projections A projection of expenditures is provided on the attached Expenditure/ Invoice Projections form. Page 2 of 4 Progress Report #7 Moonlight Beach Pump Station Renovation Project Grant Agreement No: 02- 234 -550 Page 3 of 4 Progress Report #7 Moonlight Beach Pump Station Renovation Project Grant Agreement No: 02- 234 -550 Page 4 of 4 O U O C O C as a C O C in .S W y 0 (V cO W ca c EW Im 500 > V Z Z 3 } C a Q o Q o 0 CC 0 O LL W IL 0> Z Z R� CL Q LL LL .20 _O N c = O F CA U C ai U C N N N O O LO L9 (*) N O O Z C CU N a co m U C) W 0 O CO 1 O (0 N O co L co T a) 6 cu E Z L 3 Z .0 CL 0 CL CO N m O Cn Q r as O C) Ch co (U O O ` Ci a E O U 4 N to N 0 O LL r O o (D } U Q U 0 O C •+ F Y c!1 O U U) .S Mn /\ y 5 ` 3 O � t c w, o V v 6. 3 co i i O 'D Z= c o O o rn E T' N U o 0 O o r C V 3 O Q N H W U 0 Z J Q QZ N U. 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E cn co N U �O O E U cz N x 0 a� Z cz U .Q Y� cz Y U O L 1 Al N LL co t d O cc CL m N d 0 .o d t N FE 0 Y C N ca c cz O cz c 0) cu C O L r•, W cc C N d L Q d a c4 C .N O L O = E cc O L a a� d C cc u Y C N cz C cz 4- C CD cv rem u 0 a� �a c c� C SLR V 0 N L N Q Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Jan 30, 2007 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Jan. 23, 2007 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Copy of new permit extension posted on board by San Elijo — Ongoing • Future inspection will be conducted by Will Foss with the City of Encinitas Building inspection department. All requirements for inspections to be submitted to Kipp Hefner a min. of 48 hour prior to required inspection • City has requested a hose bib be installed at the odor control / containment area. Location to be field verified. San Elijo provided a hose rack, Falcon to mount. • San Elijo indicated existing floor drain on lower level plugged. Falcon to investigate Ongoing — Falcon to run snake down line • San Eljio asked when the new compressor would arrive due to the existing generator's permit expiration. Shipment from factory is scheduled for 2/2/07.- Ongoing Construction Progress Meeting Page 2 • Exhaust fan & Supply fan in Specs and equipment schedule require 230 volt, MCC and line drawings show 480 volt, Falcon contacted Subcontractor and requested 480 volt fans. TBD- Ongoing. • Falcon faxed Diesel MSDS to Andy at APCD on 1/9/07 — Shawn to follow up • Landscape wall shall be 2' above finished grade — Cost will be incurred to provide additional sandblasting & landscape fill material • Regarding L2 on the plans Falcon is looking for clarification on the point of connection for the landscape water meter. —City requested credit for tying into 2" existing service- Falcon received credit from landscape subcontractor and City approved said credit • Kipp asked for an estimated date of completion for ribbon ceremony- Falcon responded w/ April le • Colors- Beams, Walls inside PS, Ect. No colors were chosen in Submittal —City emailed colors • San Elijo looking into who will be installing the chemical feed pumps in the containment area. • Falcon to continue review of SWPP- • Next meeting scheduled for Tue. 2/6/07 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead — RFI Status — RFI log attached • 31 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon • Cost proposal to install Concrete Stairs in containment area - Extend ramp width. Delays, Problems, Unusual Conditions - None New Business • Falcon will construct Stoop and change Landscape wall at no additional cost to City. Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL Construction Progress Meeting Page 2 • 008 — WATER STOP @ PS WALLS • 008 — Coating floor of UV facility • 009 — ELECTRICAL REQUIREMENTS FOR REMOTE FLOW METER AND EXISITNG MONO -RAIL SYSTEM • 010 — DRAIN LINES FOR CONTAINMENT AND ODOR SCRUBBER AREAS Open Discussion D W W W W W W W 93 cl w w W O ~ O ~ r r Z r r Z E m m Z m m z m Z m m m ti co o m o M O> > Z O >> > o V) V) V) O V) V) V) Z Z d V) o Z N � Z W v N m Z V) F- V) V) Z L] ¢ V) V V) V) V V v N V N ° (� m V) �° o V Q W Q Q Z Q W Q Q Q Q V p 3 otf Q cl C Z W W w W W C W = W> LU > O > > > - > O p >O w O V O O O O O V W W w w m W m CL a Q a Y a°.. a a Q a as a Q a Q< Q Q Q Q Q A I- v W LL p Z W G. a U a = Q E- m CO V O J Z g 2 J U Q !n D z Z F- LL o- ¢ D Z H 0 F- z Ua LL cn z> c� w w z U _' wm ° Z oU Z oU F- w Z= °g- ~ z cwn > U w m z z z >- � ga W a C� w O 0 cn O W z w w w z 0 0 cn 0 z Q U- z z¢ WZo o a°��gaWcro v c�nF - ww U) U)w ZOacn ¢ _ F >> z z¢ w c� c� c� g g a uz—. z z¢ U° z Z O U °a O O 32 z w Z z z a a p �- ¢ Y= U C] a zo U U aO W zO z a O D U z ' w� w z w p¢ Drs W y p m z �- F- U ¢ z z z cn w w a w LL -> > O D U F- V) <¢ F- Z U j O O a w a V) U-i -j z= W N a u`L. ga U v ? 0 z o a z z U)�� z z m� w o 5 D � w z w ga a owc ¢ a= z U w w¢¢¢ O O g E- F- -j W- O a w wcnt - Oaa< wC) <aocUU�UL) U) ncn�¢a Z = o O V co U Q mm N LO J W Q m o� LL = co (O m co co to co co co co co C7 LO LO ?' co O O O O O O O o 0 0 O CD -p co O C� O p p O O O O O O O O O O O O O O O N O p Zd O Cl O p O O N O N N O O N N N N N N N N p N p O eo N N CO 04 04 04 < O O Z N N sN- N N T- c`O a`0 (O M ` CO op d N O Q N O r r M N N i, 04 N` LO O (O CO M > M , e- co r 'C t0 O co co O O O O O O O CO 0 (fl O 0 (fl 0 O O co O (D (O O O O O 0 O (D 00 00 O O O O 0 N 0 O 0 O 0 O O 0 O O O 00 O O 00 O O O O O 00 N C) ¢ N N N N N O N N N N N N N N N N N w to £ C-4 N N N 00 N O N Z M p N CO M N co a0 in ti .�- 00 i0 O N M to N N CM N N N N r r N r N M LO 0r U M O r c M 0 f LO � C f T- 00 O O O O O O LO O O O N O O O O O O O N O 1- O O O M O N LO O a T O to LO 00 00 O co — 00 N 00 O O > O N O N O co O M O co co N N M LO I- r LO co O N O N co N (O N N N N M M co co co co � LO LO LO m O lf) O co O U r O r O r O O O O O O O O O O O O O O O O O O O O r x Q Q N M LA N C ti 00 N 9 0 N 9 N .4 O co O N O N M O Lo co ti N O O N O r N M N E° O r O O O O O O r r r '' M M d O' d' r r O r O ' Oro r' 0 N 0 N 0 0 �Z O 0 0 0 0 O p 0 0 p O r O r r r r O N O O p () 0 0 0 01 W W W w Z F. �, F- Z Z H N m m V m Z Z= O N N O O N V N •C N V V N W Q Q W W a W O` W OC W V O Q' O V u O a Q0. n°.. 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Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: M -3 SPECIFICATION SECTION: QUESTION/PROBLEM: Drawing M -3 shows a hot water heater (WH -2) for the bathroom sink. The Electrical drawings do not provide any source of power for this hot water heater (WH -2). Please provide direction on how to provide a power source for this water heater W112 PENDING DIRECTION ADDITONAL COSTS COULD BE INCURRED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager January 29, 2007 Falcon General Engineering, Inc. 572 Collyn Street Vista, Ca 92083 Attn: Dale Winterquist Re: CHANGE ORDER #11 MOONLIGHT BEACH PUMP STATION REHABILITATION PROJECT ES-498 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 excavation, traffic control, trenching and pavement replacement per your proposal doc. #0501 -004 dated January 24, 2007. This change decreases HUNDRED FIFTY DOLLARS AND NO C1 � (ONE THOUSAND THREE CENTS). This change will have NO EFFECT on the contract time. Please signify your acceptance of this change order by signing below. A copy of the original change order shall be sent to you for your original signature. 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 Kipp Hefner, Associate Civil Engineer Chris Lillback, Geopacifica ACCEPTED BY: Dale Winterquist, President Falcon General Engineering, Inc. Contractors License No. 540704 TEL 760- 633 -2600 1 FAX 760 - 633 -2627 505 S. Vulcan Avenue, Encinitas, California 92024 -3633 TDD 760 - 633 -2700 � recycled paper CON GENERAL ENGINEERING I N C . fN STREET • VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #540704 January 24, 2007 Bemus Landscape, Inc 184 N. Las Posas Road San Marcos, CA. 92069 Att: Lupo Rodriguez Ref Moonlight Beach Pump Station Rehabilitation Document No. 0501 - 004 City Of Encinitas, CA. Sub: Water Meter line Ms Rodriguez: Attached please see Bemus Landscaping Inc. Quote dated August 16, 2005, therein your .proposal for landscape & Irrigation, Per Plan Sheets L-1 thru L-8 are quoted with NO .exclusions. It is clearly shown on L-2 that a new irrigation line shall be tied into the water main under Third Street to a landscape water meter (meter supplied by the City). As previously requested please provide a credit to be submitted to the City of Encinitas. At this time our preliminary schedule shows your work to be commencing on March 5P, .2007. We are preparing to start our fine grading for the site and would like to know how much below finish grade does the sub grade need to be to accommodate your fill material? If you have any questions, please feel free call. Sincerely, �C- David Pitts Project Manager Falcon General Engineering, Inc. Project. Moonlight Beach Pump Station Rehabilitation City Of FacWW. CA. ,G.�gl/NL7S; CA PF = WC t 3120 S. Croddy Way * Santa Ana * CA * 92704 Phone (714) 557 -7910 ` Fax (714) 557 -5847 License #492084 To: 01/25/2007 Dave Pitts Falcon General Engineering 572 Collyn Street Vista, CA 92083 DESCRIPTION OF ESTIMATE Item Description 1 Credit Change Estimate Date: 01/25/2007 Estimate No.: 01 Project No.: 216000 Project Name: Moonlight Beach Station Rehab Paae No.: 1 of 1 Quantity Unit Unit Price 1.00 LS - 1,350.00 Grand Total: Total - $1,350.00 - $1,350.00 Description of Work: Credit for excavation, traffic control, trenching and pavement replacement per your direction and request. "THIS CHANGE ESTIMATE WI R T F ANY CHANGE ORDER OR PURCHASE ORDER ISSUED FOR THE WORK HEREIN— Notes: (x) 1. A signature below authorizes Bemus Landscape, Inc. to proceed with the work described above, at the stated prices. ( ) 2. This work will not be done until approved and a written change order has been issued. ( ) 3. Extension of time necessary for this change: 0 consecutive working isue a change order. ( ) 4. This work was done in accordance with your order to proceed; please Prepared By: Approved By: Date: Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Jan 23, 2007 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Jan. 16, 2007 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Nate Warren / Godwin Pumps Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • ct permit for the odor scrubber. Copy of new San Elijo provided an authority to constru permit extension posted on board by San Elijo — Ongoing • Future inspection will be conducted by Will Foss with the City of Encinitas Building inspection department. All requirements for inspections to be submitted to Kipp Hefner a min. of 48 hour prior to required inspection • City has requested a hose bib be installed at the odor control /containment area. Location to be field verified. Cost proposal to be submitted upon determination of location Need to review requirement for hose rack, Eric to check on possible hose rack he can supply Ongoing • San Elijo indicated existing floor drain on lower level plugged. Falcon to — Falcon to run snake down line Construction Progress Meeting Page 2 • San Eljio asked when the new compressor would arrive due to the existing generator's permit expiration. Shipment from factory is scheduled for 2/2/07. • Exhaust fan &Supply fan in Specs and equipment and requested 480 volt fan TBDe drawings show 480 volt, Falcon contacte d Subcontractor Ongoing. • Falcon faxed Diesel MSDS to Andy at APCD on 1/9/07 — Shawn to follow up • Landscape wall shall be 2' above finished grade — Cost will be incurred to provide additional sandblasting & landscape fill material • Regarding L2 on the plans Falcon is looking for clarification on the point of connection for n requested for a credit from the the landscape water meter. — Per Kipp's request Falco landscape subcontractor • Kipp asked for an estimated date of completion for ribbon ceremony- Falcon responded w/ April le • Falcon to continue review of SWPP- • Next meeting scheduled for Tue. 1/30/2/07 Submittal Review Review of submittal log - Progress of the Work • 4 -Week look ahead — RFI Status — RFI log attached • 30 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon Delays, Problems, Unusual Conditions - None New Business Colors- Beams, Walls inside PS, Ect. No colors were chosen in Submittal —Kip to look ' o. Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRISNSFORMER - • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW T� • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS • 008 — Coating floor of UV facility Construction Progress Metang Page 2 009 — ELECTRICAL REQUIREMENTS FOR REMOTE FLOW METER AND EXISITNG MONO -RAIL SYSTEM 010 — DRAIN LINES FOR CONTAINMENT AND ODOR SCRUBBER AREAS Open Discussion ti 0 0 N M N 0 v v w O IL Q Z a W W op z= Z W WZ0 � am W NO z CL W 2 a Z OQ w Qm LL J O 2 w O Z C O Q O � J J m N p LL, Z H m Z m N O N U) WQ W a W o o p nom. 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AAOOO cn LU0LL Jw Hw cn CL, cw7a I AzFwv�waw .wa K Owo �aOOXC=7( ZO A > >,aap�pqqRe 000WaowR0LLoa°Z�-C) W fig° uj ww wHOw0�1 -ZO w u � 4mzo az F-� mj2wZpz�v ocn > >wUzz,, O ° >pC9cnWD w� z a W A 00 z` QJEn H w0° wwQzav= F m p O 0 a w a w W U U> :D w W - 0 w Q >> O o w In LLI O po 4 - 3m w°w ° cnx?aa°°►ia=cn N N N N N N Z O O O O O N M C O O O O co co O O O O O O O O O o O O O O O O O O O O O O O C V y i— l - U: LL LL — LL U- LL ll. M LL lY LL ti LL LLL LL li lL LLL ll. LLL LL LL w w LL ll. LL LL d' Q' LL' LL' d' Q' w d' Q' d' LL' LL' R Q' Page 1 of 4 Kipp Hefner From: Corey Young [CoreyYoung @KennedyJenks.com] Sent: Tuesday, January 23, 2007 8:28 AM To: Kipp Hefner Cc: Matt Tebbetts Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Kipp, Please see the response below from our structural engineer. Let me know if further clarification is needed. (hanks, orey Young, P.L. Project Engineer Kennedv /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 'pan Diego, CA 92127 !'hone: 858- 676 -7505 Fax: 858- 676 -3625 From: Peter Symonds Sent: Monday, January 22, 2007 8:25 AM 'To: Corey Young Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station ,tiorey, the door swing is indicated on the floor plan on sheet Al the dimensions are indicated to be 3'4" Square on the figure which I previously attatched. -Peter From: Corey Young Sent: Saturday, January 20, 2007 8:16 AM To: Peter Symonds Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Peter, :an you help with this request below. 4_'orey Young, P.E. Project Engineer liennecly /Jenks Consultants 16,955 W. Bernardo Drive, Suite 360 >an Diego, CA 92127 'hone: 858- 676 -7505 ax: 858- 676 -3625 From: Kipp Hefner [ maiito :Khefner @ci.encinitas.ca.us] 1/23/2007 Page 2 of 4 Sent: Fri 1/19/2007 9:22 AM To: Matt Tebbetts; Corey Young Cc: Dale Winterquist; geopacifica @sbcglobal.net; Eric Raley Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Matt - M -3lease see Falcon's request below in regards to RFI #030. They need a detail as to the size of the concrete stoop and orientation to the door swing of the door on the south side of the building. Thanks. From: Dale Winterquist [ mailto:dew @falcongenenginc.com] Sent: Friday, January 19, 2007 8:31 AM ro: Kipp Hefner Subject: Re: RFI # 030 Moonlight Beach Sewer Pump Station Kipp, Please have Kennedy /Jenks provide a detail as to the size of the concrete stoop and orientation to the door swing. Thank -you Dale - - -- Original Message - - - -- =rom: Kipp Hefner ro: Dale Winterquist ; David Pitts ;c: thornton @sejpa.org ; Eric Raley ; geopacifica @sbcglobal.net lent: Thursday, January 18, 2007 11:19 AM Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Dale and Dave- Here is Kennedy /Jenk's response to RFI #030. We are going to raise the grade approximately 4 inches in the area of the south side door (by placing more asphalt) in order to put in only one 8 inch concrete step. Per code one 8 inch step does not require handrail. Please let me know if you have any questions. Thanks. From: Corey Young [ mai Ito: CoreyYoung @Kennedylenks.comI Sent: Thursday, January 18, 2007 11:06 AM To: Kipp Hefner Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station Kipp, Attached is the revised site plan and structural detail for the step /landing. Hardcopies will follow in the mail. Let me know if you have any questions /comments. Thanks, ('prey Young, P.E. Pr01ject Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 F ix: 858- 676 -3625 1/23/2007 Page 3 of 4 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Wednesday, January 17, 2007 11:34 AM To: Corey Young Cc: Dale Winterquist; Eric Raley; geopacifica @sbcglobal.net Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station Corey - Since we would only be raising the grade 4 inches I recommend raising the grade and going only with 1 step without handrail. One thing you need to check first though is that we will not be creating any on site drainage problems by raising the grade at this south side door. You need to verify that we will not create any ponding areas if we raise the grade and that all paved areas have an area to drain to, (i.e.- B Street or Cottonwood Creek). Thanks. From: Corey Young [ma ilto:CoreyYoung @Kennedy]enks.com] Sent: Wednesday, January 17, 2007 11:19 AM To: Kipp Hefner Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Kipp, Per the response below from our structural engineer, please advise as to which direction the City would prefer to go (raise the grade and have only one step or keep the grade the same and have two steps with a required handrail). We will then provide a detail for the option that the City chooses. Thanks, C'orey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858-676-3625 From: Peter Symonds Sent: Wednesday, January 17, 2007 11:13 AM To: Corey Young Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station Corey, I discussed this issue with our in -house architects briefly, and their interpretation of the code is as follows: For an industrial application such as ours, we need a landing at least as wide and long as the door (3'4 ") outside the door. From this landing we can have either a step or stair to the grade. One step does not require a handrail and can be no more than 8" in height. Stairs require a handrail on each side. So in our case, if we can gradethe surrounding asphalt up to 8" below the interior slab (24.00 less 8" is 23.33) we can use a simple pad with no railing. If we keep the grade at 23.00, we will have to use a two riser stair with a handrail. Please advise on which direction to proceed in answering this RFI. Thanks, -Peter 1/23/2007 Page 4 of 4 From: Corey Young Sent: Tuesday, January 16, 2007 4:06 PM To: Peter Symonds Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Peter, Can you address this RFI. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858 - 676 -7505 Fax: 858-676-3625 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Tuesday, January 16, 2007 4:02 PM To: Matt Tebbetts; Corey Young Cc: Dale Winterquist; geopacifica @sbcglobal.net Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Matt and Corey- Attached to this e -mail is RFI #30 regarding the south side door to the pump station building. Please review and reply back. Thanks. From: Dave Pitts [ mailto :dpitts @falcongenenginc.com] Sent: Tuesday, January 16, 2007 3:54 PM To: Kipp Hefner Subject: RFI # 030 Kipp. Please see attached RFI as requested David Fitts General El L ineering, hic. 70) 630 -9570 Fax, (760 ) 630 -3648 cell. (858) 688 -1625 dpitts(i falcongenenginc.com 1/23/2007 Page 1 of 3 Kipp Hefner From: Corey Young [CoreyYoung @KennedyJenks.com] Sent: Thursday, January 18, 2007 11:06 AM To: Kipp Hefner Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station Attachments: RFI 30 - Landing.pdf; C -01- 0487115- REV2.pdf Kipp, ,Attached is the revised site plan and structural detail for the step /landing. Hardcopies will follow in the mail. Let me know if you have any questions /comments. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858 -676 -3625 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Wednesday, January 17, 2007 11:34 AM To: Corey Young Cc: Dale Winterquist; Eric Raley; geopacifica @sbcglobal.net Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station Corey - -Since we would only be raising the grade 4 inches I recommend raising the grade and going only with 1 step without handrail. One thing you need to check first though is that we will not be creating any on site drainage problems by raising the grade at this south side door. You need to verify that we will not create any ponding areas if we raise the grade and that all paved areas have an area to drain to, (i.e.- B Street or Cottonwood Creek). Thanks. From: Corey Young [mailto :CoreyYoung @KennedyJenks.com] Sent: Wednesday, January 17, 2007 11:19 AM To: Kipp Hefner Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Kipp, Per the response below from our structural engineer, please advise as to which direction the City would prefer to go (raise the grade and have only one step or keep the grade the same and have two steps with a required handrail). We will then provide a detail for the option that the City chooses. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 1/18/2007 Page 2 of 3 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858-676-3625 From: Peter Symonds Sent: Wednesday, January 17, 2007 11:13 AM To: Corey Young Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station Corey, discussed this issue with our in -house architects briefly, and their interpretation of the code is as follows: =or an industrial application such as ours, we need a landing at least as wide and long as the door (3'4 ") outside the door. From this landing we can have either a step or stair to the grade. One step does not require a handrail and can be no more than 8" in height. Stairs require a handrail on each side. So in our case, if we can grade the surrounding asphalt up to 8" below the interior slab (24.00 less 8" is 23.33) we can use a simple pad with no railing. If we keep the grade at 23.00, we will have to use a two riser stair with a handrail. Please advise on which direction to proceed in answering this RFI. Thanks, -Peter From: Corey Young Sent: Tuesday, January 16, 2007 4:06 PM To: Peter Symonds Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Peter, Can you address this RFI. Thanks, t_;orey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858- 676 -3625 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Tuesday, January 16, 2007 4:02 PM To: Matt Tebbetts; Corey Young Cc: Dale Winterquist; geopacifica @sbcglobal.net Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Matt and Corey- Attached to this e-mail is RFI #30 regarding the south side door to the pump station building. Please review and reply back. Thanks. 1/18/2007 Page 3 of 3 From: Dave Pitts [ mailto :dpitts @falcongenenginc.com] Sent: Tuesday, January 16, 2007 3:54 PM To: Kipp Hefner Subject: RFI # 030 Kipp, Please see attached RFI as requested David Pitts Proiect. Manager alc`n Ckneral Engineering. Inc. Work: ( 760) 630 -9570 Fax; (760) 630 -3648 t ll; ( 858) 688 -1625 i1pitt ,(u)falcon enenginc.com 1/18/2007 C) -u m _0 Cn D oZ1(= K lu mcr z DDC-) O DZ7D r D� < D o O z -I m � G-) o z z \ D r_ C/) m O m� 2 co Dm co D r �_-� { D O Z Z�m z 0 00 ;A ��0 Oaz m:u o ,. OD " 0-i �s >W C- i nOD i5,, r'O --1z(n C) -u m _0 Cn D oZ1(= r< lu mcr z DDC-) D DZ7D r D� < D o z m z -I m � G-) o f z \ D C/) m \ \\ \ 8,> IN U \ \ \ \\ A O I� p c, O_ \ (-n z N OJ D X D /) m D z (p cn f D O N z m 1� I I' , .J; I i W j \ 1 � I � I I �\ � ' 1 / ASPH I, - - - -SS M -_H— NOTES: TV GATE ENTRANCE. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. RETARANG/SCREEN WALL AND EQUIPMENT PADS. SEE SIRUCTIIRAL DRAWNG S14 FOR DETAILS. / 0 5 10 20 70 CNb a SCALE 1 X10•_0• REVISIONS APPROVED DATE REFERENCES DA Y OF ENCINMA8 PROJECT NO. MOONLIGHT BEACH -SIP STATION REHABILITATION C1 B I 8 3 I / I NOTES: TV GATE ENTRANCE. SEE ARCHITECTURAL DRAWINGS FOR DETAILS. RETARANG/SCREEN WALL AND EQUIPMENT PADS. SEE SIRUCTIIRAL DRAWNG S14 FOR DETAILS. / 0 5 10 20 70 CNb a SCALE 1 X10•_0• REVISIONS APPROVED DATE REFERENCES DA Y OF ENCINMA8 PROJECT NO. MOONLIGHT BEACH -SIP STATION REHABILITATION C1 B I 8 3 kc_1�2� Cvel- C SAN DIEGO REGIONAL HAZARDOUS MATERIALS QUESTIONNAIRE Business Name i San Eliio Joint Powers Authority Project Address 301 Third Street Mailing Address 2675 Manchester Avenue, P.O. Box 1077 Mike Thornton Mike Thornton Encinitas Cardiff by the Sea Zip State Zip OFFICE USE ONLY UPFP #: P B 6P DATE 258 - 052 -08 Plan File# The following questions represent me Tactlay s duuvit,l ,.0 u,� �r�� •- r• _, -- - -- - PART is FIRE DEPARTMENT - HAZARDOUS MATERIALS DIVISION: OCCUPANCY CLASSIFICATION: Indicate by circling the item, whether your business will use, process, or store any of the following hazardous materials. If any of the items are circled, applicant must contact the Fire Protection Agency with jurisdiction prior to plan submittal. orrosives 1. Explosive or Blasting Agents 5. Organic Peroxides 9. Water Reactives 6- Oxidizers 10. Cryogenics 4. Other Health Hazards 2. Compressed Gases 11. Highly Toxic or Toxic Materials 15. None of These. 3, Flammable/Combustible Liquids 7. Pyrophorics 12- Radioactive 4. Flammable Solids 8. Unstable Reactives PART I1: SAIV 1:: tall ,.UUN I t vcrnn! n -- questions is yes, applicant must contact the County of San Diego Hazardous Materials Division, 1255 mpena venue, Call (619) 338 -2222 prior to the issuance of a building permit. ES ARE REQUIRED. Expected Date of Occupancy: 2007 -0 FE 3 -30 YES NO I ] i IS your business listed on the reverse side of this form? (check all that apply). 2. " 11 ❑ Will your business dispose of Hazardous Substances or Medical Waste in any amount? 3, ❑ Will your business store or handle Hazardous Substances in quantities equal to or greater than 55 gallons, 500 pounds, 200 cubic feet, or carcinogenstreproductive toxins in any quantity? 4, ,] ❑x Will your business use an existing or install an underground storage tank? 5_ ❑ [7] Will your business store or handle Regulated Substances (CalARP)? G. F1 0,x your business use or install a Hazardous Waste Tank System (Title 22, Article 10)? the answer to any ui Lit= o, CA 92101. ❑ CaIARP Exempt i Date Initials ❑ CaIARP Required Date Initials ❑ CaIARP Complete Date Initials PART III: SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT: If the answer to any of the questions below is yes, applicant must contact the Air Pollution -Control District (APGD), 10124 Old Grave Road, San Diego, CA 92131-1649, telephone (858) 586 -2600 prior to the issuance of a building or demolition permit. Note: if the answer to questions 3 or 54 is yes, applicant must also submit an asbestos notification form to the APCD at least 10 working days prior to commencing demolition or renovation, except demolition or renovation of residential structures of four units or less. Contact the APCD for more information. YES NO j] ❑ Will the subject facility or construction activities include operations or equipment that emit or are capable of emitting an air contaminant? (See the APCD factsheet at hUg:hlfwww sdaacd orglinfolfacts /oermits.odf , and the list of typical equipment requiring an APCD permit on the reverse side of this from. Contact APCD if you have any questions). 2, ❑ ❑ (ANSWER ONLY IF QUESTION 1 IS YES) Will the subject facility be located within 1,000 feet of the outer boundary of a school (K through 12)? (Public and private schools may be found after search of the California School Directory at htto: / /www cde,ca.govtre/sdf; or contact the appropriate school district). ] ❑ Will there be renovation that involves handling of any friable asbestos materials, or disturbing any material that contains non - friable asbestos? 4, [] ❑ Will there be demolition involving the removal of a load supporting structural member? Briefly describe business activities: Briefly describe proposed project: Oneration of a wastewater pump station Rehabilitation Of a wastewater pump station ., :._ _.__.._...._._.__._..._ I declare under penalty of erjury that to the best of my knowledge and belief the respon s rein are tr a and co ct. f I i o N-� wtrtoazcr°t r Name of owner o Authorized Agent Signature of (Owner Of Authorized Agent Date FOR OFFICAL USE ONLY: FIRE DEPARTMENT OCCUPANCY CLASSIFICATION:. DATE: l � 1 EXEMPT OR NO FURTHER INFORMATION REQUIRED RELEASED FOR BUILDING PERMIT BUT NOT FOR OCCUPANCY RELEASED FOR OCCUPANCY COUNTY -HMD APCD COUNTY-HMO APCD COUNTY -HMD APCD I iM '! 1 , 1 i0:1J061 County or San Diego - DEFI - I-Iazardous Materials Division Page 1 of 1 Kipp Hefner From: Matt Tebbetts [MattTebbetts @KennedyJenks.com] Sent: Tuesday, January 23, 2007 9:32 AM To: Kipp Hefner Cc: Corey Young Subject: RE: Water service for landscaping irrigation around Moonlight Beach Sewer Pump Station Kipp Fying into the existing 2" water meter is fine as it will provide sufficient water supply for the irrigation and pump station water demands. Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line rah 858- 676 -7506 direct line lax 858- 676 -3625 r:ell 858- 335 -6889 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Tuesday, January 16, 2007 12:38 PM To: Matt Tebbetts; Corey Young Cc: Dale Winterquist; geopacifica @sbcglobal.net; Eric Raley Subject: Water service for landscaping irrigation around Moonlight Beach Sewer Pump Station Matt - Sheet L2 shows that a new water meter is to be installed with a new water service coming off the existing Waterline on Third Street. We already have an existing 2 inch water meter serving the pump station which is large enough to include the irrigation for the landscaping. Can we tie the irrigation into the existing water meter instead of installing a new meter, and going out onto Third Street to connect to the existing waterline? By avoiding installing a new water service from the waterline on Third Street and avoiding a new water meter we would get a credit (credit for pavement replacement, trenching, traffic control, water meter, ect.) which we desperately need on this project since we are on the verge of going over budget on this project. Thanks. 1/23/2007 Kipp Hefner From: Corey Young [CoreyYoun ----------- � - -___� __._.... g @KennedyJenks.com] Sent: Thursday, January 18, 2007 11:06 AM To: Kipp Hefner Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station Attachments: RFI 30 - Landing.pdf; C -01- 0487115- REV2.pdf Kipp, Attached is the revised site plan and structural detail for the step /landing Let me know if you have any questions /comments. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858-676-3625 ...........__ From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Wednesday, January 17, 2007 11:34 AM To: Corey Young Cc: Dale Winterquist; Eric Raley; geopacifica @sbcglobal.net Subject: RE: RFI # 030 Moonlight Beach Sewer Pump Station Corey- Pagel of 3 Hardcopies will follow in the mail. Since we would only be raising the grade 4 inches I recommend raising the grade and going only with 1 step without handrail. One thing you need to check first though is that we will not be creating any on site drainage problems by raising the grade at this south side door. You need to verify that we will not create any ponding areas if we raise the grade and that all paved areas have an area to drain to, (i.e.- B Street or Cottonwood Creek). Thanks. ._______ .... ..... From: Corey Young [ mailto :CoreyYoung @KennedyJenks.com . .I Sent: Wednesday, January 17, 2007 11:19 AM To: Kipp Hefner Subject: FW: RFI # 030 Moonlight Beach Sewer Pump Station Kipp, Per the response below from our structural engineer, please advise as to which direction the City would prefer to go (raise the grade and have only one step or keep the grade the same and have two steps with a required handrail). We will then provide a detail for the option that the City chooses. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 1/1 8/2007 r/r7srTtn�i From: Dave Pitts [mailto:d i Sent: Tuesday, )anus p 007 3:54 P nenginc.com] To: Kipp Hefner January 16, 2007 3:54 PM Subject: RFI # 030 Kipp, Please see attached RFI as requested -,'..)avid Pitts 1'i oject :�7<tna er {jenerzI1 i'ngineering, inc. t76t)) 63() -970 rax- `11; (858) 688 -1625 (76G) 6 >U -3f630-364,3 c1pitts falcon enen ine.com 1/18/2007 Page 3 of 3 n_0 D O 70 C K m co z D 70 O K X D m < D> O z� m C') o z z N D r_ m 37 = m� I co D m co D inn T y=am 0 TKO Z Z O oo 0 -0 U) �0 m� ��n ODz �• v --1 41 m_� 00> ° cn r o -1 z in n_0 \ \.\\ \\\ ` , / GJ cn C \ \/A 4�7 C- D O 70 C r- < m co z D 70 O K X D m < D> z� z� m C') o z N D m \ \.\\ \\\ ` , / GJ cn C \ \/A 4�7 C- � O_ \ cn Z N CD D K X Z7 D -u N mD z y � N r z m ~ NOTES: 18' LATE ENTRANCE. SEE ARCHITECTURAL DRAWINGS FOR DETAILS RETAINING/S(AEEN WALL AND EQUIPMENT PADS SEE STRUCTURAL DRAWWG S14 FOR DETAILS J 1 1� 1 i II II 11 I' n 111 I /I / fl .� 11 \ 120 1 / / 1 ASPH - -SS MH 1 1 / I / t / I I / / \t\ MHO/ ZZ // I Keis" /Jenks Consultants 16855 W. U.-ara. Drlw, S.R. 3 REVISIONS APPROVED DATE REFERENCES D OF UNCAP PROJECT _MP STA TION E T ON Isi I ET 0 5 10 20 30 J� CNt- OF SCALE V- 10' -0' DRAWING N0, IT BEACH �� BILITATION PROJECT ND PAVNC' PLAN SHEET 13 OF $$ 5 REQ -ti EST FOR INFORMAx ION NO. 029 DATE: 12/22/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3 d & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: C -1; L -7 SPECIFICATION SECTION: QUESTION/PROBLEM: RESPONSE TO RFI 006 INDICATED THE TOP OF THE NEW LANDSCAPE WALL TO BE MAITAINED AT I' ABOVE FINISHED GRADE. DURING OUR LAYOUT FOR THE FOOTING IT HAS BEEN OBSERVED THAT IF TOP OF WALL IS MAINTAINED AT I' APROX 9" OF THE EXISITING PUMP STATION WILL BE EXPOSED. PLEASE REVIEW AND CONFIRM IF THIS IS THE DESIRED HEIGHT OF THE WALL PENDING DIRECTION ADDITONAL COSTS COULD BE INCURRED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 Request for Information No.: 029 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: 12/22/06 K/J Job No.: N/A C -1, L -7 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Response Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ❑ Rejected, Resubmit (RR) ® Make Corrections Noted (MCN) ❑ Returned Without Review (NR) ❑ Amend and Resubmit (A &R) Remarks The top of the new landscaping wall shall be changed to maintain 2 feet above finished grade (previously 1 foot above finished grade) so that the existing pump station structure will not be exposed.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. Respondent: Matt A. Tebbetts Signature: Company: Kennedy /Jenks Consultants Date: 12/22/06 issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased _]unchanged by: Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. Request for Information and Response p:lencinitas, c'4\0487115 -moonlight beach ps\section 13-construction 8 field work \13.09 rfi by contractor and responsesVesponse to rfi 029.doc 0 K/3 January 2001 Transmittal TO: Kipp Hefner City of Encinitas 505 South Vulcan Avenue Encinitas, CA 92024 -3633 Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) www.KennedjLenks.com FROM: Matt Tebbetts DATE: 4 December 2006 WJ #: 0487115 *00 SUBJECT: Moonlight Beach Pump Station VIA: ❑ Fax ## pgs. (inc. cover) ® USPS ❑ Other (CA Overnight) PLEASE FIND ENCLOSED: Copies Date No. Description 3 4 Dec 2006 Response to RFI #26 THESE ARE SUBMITTED AS CHECKED BELOW: /1 ■ ■ ■ ■ ■ As requested For information and coordination Return material when review complete Return after loan to us For approval by: Return to: For review and comment by: Other: REMARKS: Return to: Signed: _0� 'C Copies to: File att e , p:1encinitas, citylcorrespondencelhefner transmittal 12- 04- 06.doc [KJC© Rev. May 2005] REQUEST FOR INFORMA'-dON NO. 026 DATE: 11/30/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: C2; M3 SPECIFICATION SECTION: QUESTION/PROBLEM: THE CONTRACT DRAWINGS DO NOT PROVIDE ANY DRAIN LINES FOR THE ODOR SCRUBBER UNIT. THE ODOR SCRUBBER HAS A DRAIN LINE W /VALVE AND THE UNIT WILL REQUIRE PERIODIC DRAINING. PLEASE REVIEW AND PROVIDE DIRECTION PENDING DIRECTION ADDITONAL COSTS COULD BE INCURRED DATE: (FOR CONSTRUCTION MANAGER'S USE) REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager -1- Request for Information No.: 026 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: Response 12/4/06 K/J Job No.: N/A M -3 0487115.00 Project Name: Moonlight Beach PS Rehabilitation Page: 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) A 2 -inch drain line must be connected to the odor control system. One option is to connect the 2 -inch drain to the 3 -inch drain that runs from the containment area, which holds the chemical storage and injection system, to the new manhole that feeds into the wet well (see revised Drawing M -3). Please note that the 2 -inch drain must contain a 10 -inch barometric trap so that the odor control system doesn't short curcuit between the vent line and drain line.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply withi 5 working days of receipt. Respondent: Matt A. Tebbetts Signature Company: Kennedy /Jenks Consultants Date: 12/Z06 Issued for Kennedy /Jenks Consultants by: Falcon General Enqineerin Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased []unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: Days. Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X p:lencinitas, city10487115 - moonlight beach pslsection 13- construction & field work113.09 rfi by contractor and responsestresponse to fi 026.doc Request for Information and Response 0 K/J January 2001 (: N -4 (RELOCATE { STORAQ D) HEMICgL (RELOCq I MIXER I )(CNEMICgL I 1 I 1 1 / _ I CON AN/ EN ONCRETE ... iRANSFEREPUMP EMICgL I I I I I 1 EEL ASH {SHOER ERCENCY 1 I I I I I 1 I I 1 I / r I I I 1 1 I I / 1 I / 1 1 1 I I I _`J I —J U N` U7- CONTRACTOR BOLLARD RACTOR T DETAIL SEE SHEET C4. THC X S N SYSTEM AFIELD VERIF C SAC)( J ANO DEHiRAPOWER AND NEWN>•ER FpR ROIN�I DEPTH OF THE UPS NINCAPTN PRIMER ODpR CON ROOCATED EMfR�R LINEETD 4. VENT CONNECTI SYSTEM. ENCY CONNECT AnCSR NARE SHO, 1 TTxTURES IN ACCOROAN W1 TNN A ON Ut NT CONTRACT ADF THEW PIPING TO THERCDN RTE S/2fS AND QI RISERS 5. AND RE S� pN�ELTHS>H� 8`0 EC IEONLA B�XACT 6 A�LUMB/NCGABSNCESF RTfT OSPfCIFlCATISEMENT IN 0vCRE IF T SUPP ACK PTONIIETSHWELL BESSL pF0 BE1$ONCRETE ENCASED S2. S. ORT WATF S A T q FROM THE 0, IR PIPING CASE OI C OR SYS ROC (VT W TYPE /T SUSU h6C PTR HE 100 TEM IS lQD� COIN )INC NOS A CCASS �T S AS NEEDED. 8. CACIFORNIAOM REFER i0 �ANCS W]T�HTE44 (ODORS'VEPSEW CE CpCOEAPTERS SPECIF/CATIONSC0NTRACT 1p NO 6R qr p DUE - EN Ts NG G4 VEN to ORA UAND 11 BLANON SYS G M10 F R Duct S ER/AIND SECTION S THE LAY MS OUT THC HEATING AND 7O0� E C 9R OF �O Stq 771446-01V CI(,ll 01 PV FNq g/� BEq CH 4'cAU�' EO TI4N PRo � R4 WING g �F�INAt, CT po o M3 0 E o° N 0 0 _z s Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Nov. 28, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) —Nov 14, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps Old Business generator issued on 3/20!06. Upon completion of • Authority to construct new emergency installation and testing, a Construction Completion Notice needs to be submitted —Copy attached to 3/28/06 minutes - Ongoing it r uirernents for existing standby generator must be adhered to when relocated prior • Perm �1 to new generator online. Permit attached to generator. Yearly inspection was conducte on 2/22/06 —Ongoing y p posted it on San Elijo provided an autho • rit to construct Permit for the odor scrubber. Falcon the bulletin board at the job trailer Ongoing uirements. Inspection of electrical • City to investigate electrical and plumbing inspection req and plumbing under new slab was conducted by Chris Lill n p ction department. Kennedy • Future electrical inspection maybe conducted by g as provided all information to building department for pvermint• Still under review all Jenks h p requests for future inspection to bibs e ub !lower through bet tied into new 2" water line. No level • Water supply for existing water additional cost to the City • City as requested a hose bib be installed at the odor deterrnini containment o location cation to ty be field verified. Cost proposal to be submitted upon Chris L. • Full time masonry inspection not required. Inspection will be conducted by Construction Progress Meeting Pa e 2 • Review of type of joint required on masonry block. Joints to be wire brushed not smooth trowels as indicated. • Next meeting scheduled for Tue. 11/28/06 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead — RFI Status — RFI log attached • 25 RFI submitted to date 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) • 25 Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon CP # 12 — Costs for RF123 & 23 — submitted today • CP # 11; - City Delays, Problems, Unusual Conditions -None New Business • Depth of new drain line out of containment area? • Electrical inspection for underground site work • Masonry block to installed as type I & type 2 per drawing S -9 • Low 7 day concrete break -? Date of cylinders PS slab cast on 11/7 Results of 14day? • Drain line for odor scrubber • Exterior exposed site walls to have sandblast finish Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DACCOMMODATE INSTAL NEWS TRANSFORMER SPOSE OF CONCRETE • 003 —TEMP GENERATOR TO • 004 — PROVIDE AND INSTALL AITNG MANHOLE PUMP 005 — INSTALL 18" DIP INT O EXIS • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS Open Discussion CD OOzcr N p 0 0 0 p j O O O O O O° d 0 0 0 O 3 CD 0 O O O O .� .a O O O C11 W N D D -L p 01 -L O N O O O N-L 0 0 00 -4 p c► to N) N N w�NOP N - � N O O O O O O O O O O N O O O O O O O O �_ N N N N N N cn C07t COJ1 COJ1 (OJT COJ1 A A W W W W N N (O OD aD O W O O COIL al (O O O O O 7 0 0 0 0 0 0 0 0 W A N W N (T v t j N N A Ut to O C` Oo N N N N N O N N N 0 0 O O cD C) 0 0 0 0 0 °o o N° N° 0 0 0 0 0 0 0 °, o o °O � rn a rn rn °' rn rn �' rn rn rn °' rn cn rn rn rn rn v, rn (D O w D Ul N 00 N n W v W 00 O O N O (_O z O O A N N p C: Ul W W N N N N a N N N O N O< 00 W O 40 f=1 O O O D O O O O O O m O p N p O O O O O O O � pOj O C CA O O a O Orn rn� 0 0) M c07l v N C oD r r v O a � 0 Q 0 z 0 9 ul � � O Co o a N O O O -i cn m -� n o m n rr D T� m< > r cn cn cn O O O D D m v z 2 �� <n 0 m X D� Z -I N z z � O --� n n � -n K C .� O cn Z m -i -� n -n D v z D= D D O C y m r e n N n n O O z n D c -� n n z r z z 0 m 9 D o m � Z� n n o T A z m jo n n z m m �°nn� m z-n z2Szz co Zoxm2s O O O m zz C :�z cc-4 gzmTucoo n D= 6 O n z z D -i z 0 W� z x X >� m r D O K N -4 -� 0 O _- Z m� Z— m m m m z K T D D z m 0 n m � M m M O m 0 0 O 0 � cDn m z vii D z N p p r r O ci v X Z T n-< n n Y m D �i m m -mu z z cn m z K� xxgK m C�n� n n z m m� X m- z � z z c K 0 m -< G) D D D� n 0 1 G) -1 n r r (n D 'i Z m X m U) D O K Z m 00 D D D > D M v M M m� D 0O �> ; 0 n p n 0 o 9 O oc M < m o m 0 o m m O ° rn Z a m v M D 3 v v ° D m z 9° ;a D D 0 0 D S?� n o D n N a 0 0 N 0 D° Z N N� N z z z m Z z° N z c c z c a to N c O ° N Z W U Z m o-4 0 m v N C oD r r v O a � 0 Q 0 z 0 9 ul 0o p N N N N O O OO O 'p co N N ' 0 A����� 00-40 1 0 0 4P- 0 WN�O�00011G1CJ1.PW P' N� O O -P O W O W O W O W O W O W O W N WjO�O 0 W 0 W 0 N ONO N 1 N N O N N W � O N W O - O O A O O O O N O CD 00 W Cl A 0 CD O 0 O (D 0 O (O 0 O 00 W D n OD O N O -�C14 1 O N O N ' O cfl O W (O 0 (O CO 0 N Cn 0 C)01 O 0 O (fl N C)7 N 0 N N N 0 N A N O C CS 3 _ 0 �' O N CD �' C cr 3 M a < O N '�. 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Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 — Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Copy of new permit extension posted on board by San Elijo — Ongoing • Future inspection will be conducted by Will Foss with the City of Encinitas Building inspection department. All requirements for inspections to be submitted to Kipp Hefner a min. of 48 hour prior to required inspection • Falcon Requested an Electrical inspection for the SDG &E room on 1/16/07 from the City of Encinitas Building inspection department • City has requested a hose bib be installed at the odor control / containment area. Location to be field verified. Cost proposal to be submitted upon determination of location Need to review requirement for hose rack Ongoing • San Elijo indicated existing floor drain on lower level plugged. Falcon to investigate Ongoing — Falcon to run snake down line Construction Progress Meetnig Page 2 • San Eljio asked when the new compressor would arrive due to the existing generator's permit expiration. Unit is in production, delivery date has not been determined as of yet. • Exhaust fan & Supply fan in Specs and equipment schedule require 230 volt, MCC and line drawings show 480 volt, Falcon contacted Subcontractor and requested 480 volt fans. TBD. • Falcon faxed Diesel MSDS to Andy at APCD on 1/9/07 • Landscape wall shall be 2' above finished grade — Cost will be incurred to provide additional sandblasting & landscape fill material • Falcon to continue review of SWPP- • Next meeting scheduled for Tue. 1/16/2/07 Submittal Review • Review of submittal log - Progress of the Work C/t 4 -Week look ahead — RFI Status — RFI log attached • 29 RFI submitted to date • 2 RFD submitted to date 0 Outstanding BFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon V � • J r Delays, Problems, Unusual Conditions - None V New Business Colors- Beams, Walls inside PS, Ect. No colors were chosen in Submittal • Regarding L2 on the plans Falcon is looking for clarification on the point of connection for the landscape water meter. • South Door on A3 has no stoop shown on the contract plans, floor elev.24.00 asphalt elev. at 23.00- RFI required for step requirements and handrail. Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS • 008 — Coating floor of UV facility • 009 — ELECTRICAL REQUIREMENTS FOR REMOTE FLOW METER AND EXISITNG MONO -RAIL SYSTEM Construction Progress Meet...g Page 2 • 010— DRAIN LINES FOR CONTAINMENT AND ODOR SCRUBBER AREAS Open Discussion m 0 0 N 0 v w w CL 0 Za W Wm Z = w Z wT- W Z O J 0 0 Q W y0 7 Wg � a 00 UQ J w am L� c� J 0 2 0 0 J m M U) W C O W 0 LU r- H Z ~ F~-- Z F~-- F~-- F~-- F~- F~- N N m DOD > Z D O>> > ti mg) N D N N N O N N N L � r- � � co Z� N C V N V N N V 0 0 0 V N fq V V M 'a 0) 3 V p N z a ur a a w z a W a a a a- 3 cl a m FY 0 0 0 o m o o a o 0 W w W W W w W W W = W C Z W w Z V 0 0 w 0 V 0 Z 0 0 W> O E a M Y n. a M Y M M a a s a� a a a� a a a a a co < O0 J Z w a = C w 0 Q� m CO gD FL Z 0 a ;¢ Q co H cn ' U U Q Z � (� Z lL co Z> W Q O w Z C O O U- LLI O w LU Z O J} Z U- w W w w w Z M a U Z U '� w i' Ui v H~ Q W F- Q 0 U U � w Q 2 F- W ° W z0 z Z a U) W Z W W w U) z¢ � Z Z¢ a ~¢ w = Q O �- w U O U a W U U w C13 zZCZQ Z cncnUU z�Q2zz�2 Z z z z m m a -' i 0 z >- w LU w Z O O �` —M l� j Y U U w m ti z w O O w O Z¢? 0 z z FW- W F- W�� Z W a¢ � its O O 0 0� Q¢> H J U 0 0 - p w ti z= a. >�2 I1. 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Eng., Inc 3 d & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: C -1; A -3 SPECIFICATION SECTION: QUESTION /PROBLEM: DOOR ON SOUTH SIDE OF PUMP STATION SITS ON THE PUMP STATION FLOOR AT AN ELEV. OF 24.00- OUTSIDE DOOR ASPHALT ELEV. IS 23.00- THE DOOR HAS NO STOOP SHOWN ON THE CONTRACT PLANS. PLEASE REVIEW AND IF STOOP IS REQUIRED PROVIDE DRAWING OF STEP AND HANDRAIL. PENDING DIRECTION ADDITONAL COSTS COULD BE INCURRED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - AIR P#R1.1Ji R IQNWL WSW COUNTY OF SAN 01!00 Maich 21, 2005 SAN ELIJO JPA MIKE IHORNTON GENERAL MANAGER PO BOX 1077 DEAR MR.. IHORNT'ON Air Pollution Control Board Greg Cox District 1 Dianne Jacob District 2 Pam Slater- Price District 3 Ron Roberts District 4 Bill Horn District 5 After reviewing the information provided for an Aix Pollution Control District (District) Permit to Operate for the wastewater pump station to be located at: 301 IHIRD SIREET, ENCINITAS CA the District has decided on the following action: Authority to Construct is granted pursuant to Rule 20 of the Air Pollution Control District Rules and Regulations fox the following equipment: Waste Water Pump Station: Wet well 6'x 48'x 8', Ihree (3) 60 hp drywell wastewater pumps, 180,000 gallon overflow storage tank, an odor reduction system (ORS) consisting of a US Filter Zaboc ZB -7000 utilizing BiodageneTM, MidasTM, and BiocarbIM filter media. This Authority to Construct is subject to the following conditions: The odor reduction system (ORS) shall be maintained in good operating condition and shall be in full operation in accordance with the facility operations and maintenance (O &M) manual at all times when the process equipment is in operation, except during periods of scheduled ORS maintenance not to exceed three days pet calendar year for control equipment shutdowns. The O &M manual and logs of the date, duration and purpose of all scheduled ORS maintenance shutdowns shall be maintained on site for three years and made available to the District personnel upon request.tR51, 1200] 2 At no time shall the subject equipment cause or contribute to a public nuisance as specified in District Rule 51 If compliance with Rule 51 cannot be demonstrated to the satisfaction of the District, the applicant will take whatever corrective action necessary to meet applicable requirements If corrective action requires any physical change or modification to the subject equipment, the applicant shall apply for and obtain an authority to construct for all such modifications.. 3 the hydrogen sulfide concentration at the biofiltet outlet shall not exceed one part per million by volume (ppmv) The hydrogen sulfide exhaust concentration shall be monitored and recorded at least SAN ELIJO JPA APP. NO.: 982724 March 21, 2005 Page 2 of 2 once per day and as may be requested by the District during inspections Hydrogen sulfide concentra- tion mcoids shall be maintained on site for at least three years and made available to Distr ict personnel upon request [R51] 4. Hydrogen sulfide concentrations shall be measured with a properly calibrated portable hydrogen analyzer (such as a Jerome meter model 631 -X) or appropriate drager tube (such as Drager Iube 98101991) Monitoring equipment shall be maintained on -site 5 Where equipped, process covers or enclosures, with the exception of access hatches, shall be used at all times except during periods of equipment maintenance 6 Access, facilities, utilities and any necessary safety equipment for source testing and inspection shall be provided upon request of the Air Pollution Control District 7 Operation must be in compliance with all information provided in conjunction with this application and the performance conditions listed above. This is not a Permit to Operate. Please notify the Air Pollution Control District as soon as the equipment is installed in accordance with this Authority to Construct so it may be evaluated for a Permit to Operate.. Operation of this equipment without written authorization is a violation of Rule 10(b) and subject to civil and criminal penalties A copy of this Authority to Construct must be posted or kept readily available at the site of construction Within 30 days after receipt of this Authority to Construct, the applicant may petition the Hearing Board for a hearing on any condition imposed herein in accordance with Rule 25., This Authority to Construct will expire one year from the date of issuance If you have any questions regarding this action, please contact me at (858) 650 -4621, Sincerely, _john Annicchiarico Ah Pollution Control Engineer JAJa Enclosure cc: Compliance Division, SDAPCD ID: 8597A / 14 SAN DIEGO AIR POLLUTION CONTROL DISTRICT PERMIT / REGISTRATION APPLICATION APPLICATION INSTRUCTIONS - FORM APCD 16 GENERAL 1 I he owner or designated agent must complete and sign this multi -copy form and file it with one copy of all attachments, required supplementary forms, drawings and the appropriate fee. 2 The appropriate fee (payable to "County of San Diego APCD ") shall be forwarded with this Permit/Registration Application Application processing will not begin until the full required The has been received Excess fees will be refunded upon completion of the application process. If you do not know the appropriate fee or need to discuss the information required, please contact the District at (858) 650 -4700 and ask for the Engineering Division REASON FOR SUBMITTAL OF APPLICATION i New Installation -• check if you are installing equipment that does not currently have a District Permit to Operate_ 2 Existing Unpermitted Equipment or Rule 11 Change - check if applying for installed existing equipment that is currently unpermitted or equipment that is now subject to District Rules due to Rule I I changes Modification of Existing Permitted Equipment - check if you are making a change to equipment with a current District Permit to Operate. (List affected PO #(s) on line 12) 1 Amendment to Existing Authority to Construct or Permit/Registration Application - check this line if you are amending a previously submitted application form or if amending a current Authority to Construct. (List affected Application #(s) on line 12) Change of Equipment Location - check if you are moving non - portable equipment with a current Disttict Permit to Operate. (L ist affected PO #(s) on Iine 12) 6. Change of Equipment Ownership - check if you are now the owner of equipment with a current District Permit to Operate under a different owner (List affected PO #(s) on line 12) 7 Change of Permit Conditions - check if equipment with a current Permit to Operate requires changes to the existing operating conditions (List affected PO #(s) on line 12) 3 Change Permit to Operate Status to Inactive - check if you wish to maintain your current Permit to Operate but are not going to operate the equipment (List affected PO #(s) on line 12) Banking Emissions - check if you are retiring equipment with a current District Permit to Operate and wish to bank the emissions for future credits (List affected PO #(s) on line 12) 10 Registration of Portable Equipment - check this line if you are applying for registration of portable equipment. I I Other - check for any action not covered by #(s) 1 thru 10 12 List affected AP/PO #(s) - if you checked Ws 3 or 5 -9, list current Permit to Operate Number(s) affected or if you checked 414, list existing Application number whether or not an Authority to Construct has been issued, A-PPLICANT INFORMATION 13 thru 17 are self - explanatory.. 18 tluu 27 are self - explanatory, complete Items B, C, and D only if different from Item A EQUIPMENI/PROCESS INFORMATION ,'heck Stationary (e g gasoline service site, dry cleaning facility, etc ) or Portable (abrasive blast pot, roofing kettle, etc.) depending upon the type of equipment for which you are filing an application. AIso check Yes if the equipment is portable and ,vi It operate more than 180 consecutive days at a single site Otherwise, check No ?8 thru 36 are self '-explanatory. 10/ co - jfo APCD 16 (Rev 10/97) SAN DIEGO AIR POLLUIION CONIROL DISIRICI 9150 CHESAPEAKE DRIVE, SAN DIEGO CA 92123 -1096 PHONE (858) 650 -4700 • FAX (858) 650 -4659 PERMIT /REGISTRATION APPLICA I ION FILING IIIIs APPLICAIION DOES NOI GRANI PERMISSION 10 CONSIRUC'1 OR 10 OPERATE EQUIPMENI IMPORTANT REMINDERS: Read instructions on the reverse side ofthis form prior to completing this application. Please ensure that all ofthe following are included before you submit the application: ® Appropriate Permit Fee ® Completed Supplemental Form(s) ® Signature on Application ,FASON FOR SUBMITTAL OF APPLICATION: (check the appropriate item and enter Application (AP) or Permit to Operate fPO) number if required) I ❑C New Installation 2 ❑ Existing Unpermitted Equipment or Rule 11 Change 3 ❑ Modification of Existing Permitted Equipment 1 ❑ Amendment to Existing Authority to Consttuct or AP 5 ❑ Change of Equipment Location 6 ❑ Change of Equipment Ownership 7 ❑ Change of Permit Conditions 8 ❑ Change Permit to Operate Status to Inactive 9 ❑ Banking Emissions 0 ❑ Registration of Portable Equipment 11 ❑ Other (Specify) 17 I_ ist affected AP/PO #(s): r�PPLICANI INFORMATION 13 Name of Business (DBA) San Eliio Power Authority (Moonlight Beach Pumy Station) 14 Nature of Business Wastewater pump station 5 Does this organization own or operate any other APCD permitted equipment at this or any other adjacent locations in San Diego County? ®Yes []No If yes, list assigned location ID s listed on your PO's 977860 / 241244 I ype of Ownership ❑ Corporation ❑ Partnership ❑ Individual Owner ❑ Government Agency ❑ Other Name of Legal Owner (if different from DBA) A. Equipment Owner B. Authority to Construct (if different from A) Name San Eliio Water Reclamation Authority 19 Mailing Address PO Box 1077 210 City Cazdiff By the Sea 21 State CA Zip 92077 -7077 Zip Phone (760) 753 -6203 FAX (760) 753 -5935 ( ) FAX ( ) C. Permit to Operate (ff different from A) D. Billing Information (if' different from A) 23 None 2,1 Mailing Address 2 i City ZG State Zip Zip Phone (_ ) FAX ( EQU1PMEN11PROCESS INFORMATION: Check Type of Equipment: ® Stationary ❑ Portable - Will operation exceed 180 days: ❑ Yes ❑ No Equipment Location Address 301 Iilird Street City Encinitas Parcel No State CA Zip 92024 Phone (760) 753 -6203 FAX (760) 753 -6203 so Site Contact Gary Masters Title Wastewater Ireatment Superviso Phone (760) 753 -6203 3I Gtrieml Description of Equipment(Process Installation of 1000 cfm odor scrubber La 1 MGD pump station Application Submitted by ® Owner ❑ Operator ❑ Contractor ❑ Consultant Affiliation I hereby certify that all inymatni provided oo this a pifcation s hue and correct. SIGNATURE - Date ��Print Name Mike Iitle 3 s. Company San Elio Joint Power Authority Phone (760) 753 -6203 APCD USE ONLY AP # -1D# Cast No Sector. UIM's X Y SIC Receipt # _ Date Amt Rec'd $ Fee Code ) nginecring Contact Fee Code AP Fee $ I &M Renewal fee $ erund Claim # Date Amt $ Application Generated By NVII NC # Other Date Inspector I woo - ifo SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT APPLICATION FEE ESTIMATE Applicant DBA: San Elijo Joint Powers Authority Fee Schedule: 568 Moonlight Beach Pump Station APCD Engineer: John Annicchiarico Estimate Date: 2/7/2005 Application: Wastewater pump station > 1 million gallons per day- TY I UN FEE T I CLASSIFICATION O RS I HRAREY COST SUBTOTAL A/C 94c Associate Engineer 10 $1351 $1,350 540 $ 90 - New or COL MAL App (Non- Refundable) 94d Senior Engineer 1 $168 $168 9 $79 r $135 — - PIO 94c Associate Engineer 5 1 $1351 94d Senior Engineer 0 5 - -- $168 _$675 $84 $2,277 NSR 94c Associate Engineer I z $135 HRA 94c Associate Engineer 4 $135 540 $ 90 - New or COL MAL App (Non- Refundable) 94r Associate Meteorologist — Meteorologist 9 $79 r $135 — - Associate Chemist $540 Banking I 94c lAssociate Engineer $1351 1 94d I Senior Engineer I $168 Testing 94k Senior Chemist $94 $ 90 - New or COL MAL App (Non- Refundable) or 94c Associate Engineer r $135 Test Witness 94' Associate Chemist $79 $64 94m Source Test Technician Renewal Fees Processing $ 90 - New or COL MAL App (Non- Refundable) $90 &Handling Fee Fee Deposit Base Fee Is 90 - New or COL MAL App (Non- Refundable) Emissions Fee $ 82 - for most equipment forspecific eq., refer to Rule 40r) NOTES. (1) To avoid possible processing delays this document should be submitted with your application forms (2) Final fee maybe more or less than the estimate below ESTIMATE TOTAL: REV 7 /Q3 DRAFT June 23, 2005 GARY MASTERS SAN ELI30 WATER RECLAMATION AUTHORIIY PO BOX 1077 CARDIFF BY THE SEA CA 92077 -7077 After examination of Application No.. 982814 for an Air Pollution Control District (District) Authority to Construct and Permit to Operate for an emergency engine / generator located at 301 Ihird Street, Encinitias, California, the District has decided on the following action: Authority to Construct is granted pursuant to Rule 20 of the Air Pollution Control District Rules and Regulations fox: One (1) Emergency Standby Engine: 540 BHP AB Volvo Penta Diesel - Fired Engine Model 350 12.,1A65, turbocharged, aftercooled, driving a 350 KW Kohler Model 35OREOZV 350 generator. CARB # i_7 -R -014 -0074, EPA # VPX -NR7- 04-04, Tier II Engine.. This Authority to Construct is granted with the following conditions: 1 This Authority to Construct shall be posted on or within 25 feet of the engine, or maintained readily available at all times on the operating premises,. Permittee shall provide access, facilities, utilities and any necessary safety equipment, with the exception of personal protective equipment requiring individual fitting and specialized training, for source testing and inspection upon request of the Air Pollution Control District, 3 . Engine operation for maintenance & testing purposes shall not exceed 30 hours per calendar year (per engine) (ATOM Reportable) 4 This engine shall only use CARB diesel fuel. Any other type of fuel shall be approved prior to its use in writing by the Air Pollution Control District. Documentation shall be maintained onsite identifying the fuel as CARB diesel fuel or other approved fuel type, if applicable (ATCM Reportable) Visible emissions including crank case smoke shall comply with Air Pollution Control District Rule 50.. San Elijo Powers Authority Application No.. 982814 June 23, 2005 -2- b.. The equipment described above shall not cause or contribute to public nuisance.. 7. This engine shall not operate for non - emergency use during the following periods, as applicable: (a) Whenever there is any school sponsored activity, if engine is located on school grounds or (b) Between'7:30 am and 3:30 pm on days when school is in session, if the engine is located within 500 feet of, but not on, school grounds (AT CM Reportable) 8. Engine operation in response to notification of an impending rotating outage, shall be restricted to the following conditions: (a).. the utility distribution company has ordered rotating outages in the control area where the engine is located, (b).. the engine is operated no more than 30 minutes prior, to the time when the utility distribution company officially forecasts a rotating outage in the cited control area, and. (c).. the engine operation is terminated immediately after the utility distribution company advises that a rotating outage is no longer in effect.. 9. A non- resettable engine hour meter shall be installed on this engine, maintained in good working order, and used for recording engine operating hours. If a meter is replaced, the Air Pollution Control District's compliance division shall be notified in writing within 10 calendar days The written notification shall include the following information: (a).. Old meter's hour reading (b). Replacement meter's manufacturer name, model and serial number if available and current hour reading on replacement meter (c), Copy of receipt of new meter or of installation work order. A copy of the meter replacement notification shall be maintained onsite and made available to the Air Pollution Control District upon request. 10. The owner of operatof this engine shall conduct periodic maintenance of each engine and add -on control equipment, if any, as recommended by the engine and control equipment manufactmets or as specified by the engine servicing company's maintenance procedures. The periodic maintenance shall be conducted at least once each calendar year. 11 The owner or operator of the engine shall maintain the following records on site for at least the same period of time as the engine to which the records apply is located at the site: (a) California Diesel Fuel Certification; San Elijo Powers Authority Application No. 982814 _3- June 23, 2005 (b) Manual of recommended maintenance provided by the manufacturer, or maintenance pr'ocedur'es specified by the engine servicing company; and (c) Records of annual engine maintenance, including date the maintenance was preformed This records shall be shall be made available to the Air Pollution Control District upon request. 12 The owner or operator of this engine shall maintain a monthly operating log containing, at a minimum, the following: (a) Dates and times of engine operation whether the operation was for maintenance and testing purposes or emergency use; and, the nature of the emergency, if known; (b) Hours of operation for all uses other than those specified above and identification of the nature of that use. 13. The owner or operator shall document fuel use through the retention of fuel purchase records that account for all fuel used in the engine and all fuel purchased for use in the engine, and, at a minimum, contain the following information: (a) Amount of fuel purchased; (b) Date when the fuel was purchased; (c) Signature of owner or operator or representative of owner or operator who received the fuel; (d) Signature of fuel provider indicating fuel was delivered; and (e) Amount of fuel added to the engine tank. 15 All operational and maintenance logs and fuel use and type and purchase records required by this permit shall be kept for a minimum of 36 months from their date of creation unless otherwise indicated by the conditions of this permit. The records shall be maintained onsite for a minimum of 24 months from their date of creation.. Records for the last 24 months of operation shall be made available to the All Pollution Control District upon request. Records for operation for the last 25 to 36 months shall be made available to the Air Pollution Control District within 5 working days of request. 16.. The emissions of NOx, in parts per million by volume (ppmv), calculated as nitrogen dioxide at 15% oxygen on a dry basis, or in grams ofNOx per brake hot sepower- hour, shall not exceed 69 g/bhp -hr or 5 3 5 ppmv 17. This Authority to Construct authorizes temporary operation of the above - specified engine., This temporary permit to operate shall take effect upon written notification to the District that construction has been completed in accordance with this Authority to Construct. This temporary Permit to operate will remain in effect, unless withdrawn or modified by the District until the engine ate inspected by the San Elijo Powers Authority Application No. 982814 June 23, 2005 -4- District and a revised temporary permit (startup authorization) is issued or Permit to operate are granted or denied.. 18 Upon completion of construction in accordance with this Authority. to Construct and prior to commencing operation, the permittee must complete and mail, deliver or, fax the enclosed (separate) construction completion notice, to the District Applicant shall also state the serial number of the engine on the notice or attachments. After mailing, delivering or faxing the notices, the permittee may commence operation of this engine. Operation must be in compliance with all of the conditions ofthis Authority to Construct and applicable District Rules 19 The Permittee shall notify the Air Pollution Control District Compliance Division immediately upon detection of any violation of a condition identified as an "AT CM Reportable ". Such violations shall be subject to the Air Pollution Control District Compliance Action.. 17 CCR 93115) This Air Pollution Control District Authority to Construct does not relieve the holder- from obtaining Permit or authorizations, which may be required by other governmental agencies. Within 30 days after receipt of'this Authority to Construct, the applicant may petition the Hearing Board for a hearing on any conditions imposed herein in accordance with Rule 25. This Authority to Construct will expire on .June 30, 2006 unless an extension is requested in writing. Jf you have any questions regarding this action, please contact the undersigned at (858) 650 - 4611 DRAFT Earnest a Davis, PE Associate Air Pollution Control Engineer Ed :ead Cc: Compliance Division LD. #: 14 8597 A SAN DIEGO AIR POLLUTION CONTROL DISTRICT PERMIT / REGISTRATION APPLICATION APPLICATION INSTRUCIIONS - FORM APCD 16 GENERAL I The owner or designated agent must complete and sign this multi -copy form and file it with one copy of all attachments, required supplementary forms, drawings and the appropriate fee 2 The appropriate fee (payable to "County of San Diego APCD ") shall be forwarded with this Permit/Registration Application. Application processing will not begin until the full required fee has been received. Excess fees will be refunded upon completion of the application process If you do not know the appropriate fee or need to discuss the information required, please contact the District at (858) 650 -4700 and ask for the Engineering Division. REASON FOR SUBMITTAL OF APPLICATION I New Installation - check if you are installing equipment that does not currently have a District Permit to Operate 2 Existing Unpermitted Equipment or Rule 11 Change - check if applying for installed existing equipment that is currently unpermitted or equipment that is now subject to District Rules due to RuId 11 changes. 3 Modification of Existing Permitted Equipment - check if you are making a change to equipment with a current District Permit to Operate (List affected PO #(s) on line 12) 4 Amendment to Existing Authority to Construct or Permit/Registration Application - check this line if you are amending a previously submitted application form or if amending a current Authority to Construct (List affected Application #(s) on line 12) 5 Change of Equipment Location - check if you are moving non - portable equipment with a current District Permit to Operate. (List affected PO #(s) on line 12) 6 Change of Equipment Ownership - check if you are now the owner of equipment with a current District Permit to Operate under a different owner. (L ist affected PO #(s) on line 12) 7 Change of Permit Conditions - check if equipment with a current Permit to Operate requires changes to the existing opetating conditions (List affected PO #(s) on line 12) 8 Change Permit to Operate Status to Inactive - check if you wish to maintain your current Permit to Operate but are not going to operate the equipment (List affected PO #(s) on line 12) 9 Banking Emissions - check ifyou are retiring equipment with a current District Permit to Operate and wish to bank the emissions for fixture credits. (List affected PO #(s) on line 12) 10 Registration of Portable Equipment - check this line if you are applying for registration of portable equipment. 11 Other - check for any action not covered by #(s) 1 thru 10 12 List affected AP/PO #(s) -• ifyou checked #'s 3 or 5 -9, list current Permit to Operate Number(s) affected or if you checked 44, list existing Application number whether or not an Authority to Construct has been issued APPLICANT INFORMAIION 13 thru 17 are self - explanatory 18 thru 27 are self - explanatory, complete Items B, C, and D only if different from Item A GQULPMENT/PROCESS INFORMAIION Check Stationary (e g. gasoline service site, dry cleaning facility, etc.) or Portable (abrasive blast pot, roofing kettle, etc.) depending upon the type of equipment for which you are filing an application Also check Yes if the equipment is portable and will operate more than 180 consecutive days at a single site Otherwise, check No 28 thru .36 are self - explanatory 10/0() - jfo APCD 16 (Rev 10/91) SAN DIEGO AIR POLLUIIONCONIROLDISIRICI 9150 CHESAPEAKE DRIVE, SAN DIEGO CA 92123 -1096 PHONE (858) 6504700 ° FAX (858) 650 -4659 PERMII /REGISTRAIION APPLICAIION FILING IIIIS APPLICATION DOES NOI GRANI PERMISSION 10 CONSTRUCI OR IO OPERATE EQUIPMENI IMPORTANT REMINDERS: Read instructions on the reverse side of this form prior to completing this application Please ensure that all of the following are included before you submit the application: ® Appropriate Permit Fee ® Completed Supplemental Form(s) ® Signature on Application r F A.en1v r0R STiRMTTTAT OF APPLICATION: (check the appropriate item and enter Application (AP) or Permit to Operate (PO) number if required) 1 ] New Installation 2 ❑ Existing Unpermitted Equipment or Rule I 1 Change 3 ❑ Modification of Existing Permitted Equipment 4 ❑ Amendment to Existing Authority to Constructor AP 5 ❑ Change of Equipment Location 6 ❑ Change of Equipment Ownership 1 ❑ Change of Permit Conditions 8 ❑ Change Permit to Operate Status to Inactive 9 ❑ Banking Emissions 10 ❑ Registration of Portable Equipment 11 ® Other (Specify) Replace Existing Emergency Engine 12 1. ist affected AP/PO #(s): APPI. ICAN I INF ORMAIION 1.I Name of Business (DBA) San Elijo Power Authority (Moonlight Beach Pump Station) 14 Nature of Business Wastewater pump station 1 5 Does this organization own or operate any other APCD permitted equipment at this or any other adjacent locations in San Diego County? ®Yes ❑No If yes, list assigned location ID's listed on your PO's 977860 / 241244 I ype of Ownership ❑ Corporation ❑ Partnership ❑ Individual Owner ® Government Agency ❑ Other i 7 Name of Legal Owner (if different from DBA) A. Equipment Owner B. Authority to Construct (if different from A) 18 Name San Eliio Water Reclamation Authority 19 Mailing Address PO Box 1077 _o City Cardiff'By the Sea 1 State CA Zip 92077 -7077 Zip Phone (760) 753 -6203 FAX (760) 753 -5935 ( 1 FAX ( ) C. Permit to Operate (if different from A) D. Billing Information (if different from A) 3 Name '4 Mailing Address 5 City �6 State Zip Zip 2 Phone ( ) FAX ) (_ .__l FAX ( 1 F'QLIIPMENI/PROCESS INFORMAIION.- Check Iype of Equipment: ® Stationary ❑ Portable - Will operation exceed 180 days: ❑ Yes ❑ No S Lquipment Location Address 301 Ihird Street City Encinitas Parcel No. 29 State CA Zip 92024 Phone (760) 753 -6203 FAX (760) 753 -6203 10 site Contact Gary Masters Title Wastewater Ireatment Superviso Phone (760) 753 -6203 I General Description of Equipment/Process Installation of new Izenerator to replace existing unit Application Submitted by ® Owner ❑ Operator ❑ Contractor ❑ Consultant Affiliation I hereby certify that all inf'ormat' r 'ovi don this application* rue and coirect. 2 J _ SIGNAIURE '� _Date, 31 t-1 �OS 1 Print Name Mike i mton Iitle ��J62�C_ " ­4^��9 ;. Conipany__San Eliio Joint Power Authority Phone (760) 753 -6203 APCD USE ONLY AP # FD # Cust No Sector: UIM's X Y SIC Receipt # Date Amt Rec d $ Fee Code Engineering Contact Fee Code AP Fee $ I &M Renewal Fee $ Refund Claim # Date Amt $ Application Generated By NV# NC 4-Other Date Inspector 1 0100 - jfo „ SAN DIEGO COUNTY AIR POLLUTION CONTROL DISTRICT APPLICATION FEE ESTIMATE Applicant: Moonlight Beach Pump Station / San Elijo JPA Fee Schedule: 34H Engineer: Arthur Carbonell Estimate Date: 3/3/2005 Application: To permit a new EPA certified emergency engine (replacing an existing registered engine). Assume no A IA or HRA will be required. If evaluation determines one is needed, additional ands will be requried. Please submit a copy of this fee estimate with your app icatlon. FEE LABOR EG3 LABOR I LABOR 3 68 ACTIVITY I CODE I CODE I CLASSIFICATION 1HOURS1 RATE COST SUBTOTAL A/C EG3 ssoca a nglneer 3 68 Risk Assessment l--EG LG4 --Associate ngin- er 35j - Senlo nglneer �$'C68 1 - Senior Engineer � - $135 ssocla a Engineer enlor Engineer $1,469 EG4 68 FS AUIA Assoctate�hemist ssocla a Engineer o—o�ME V erol Risk Assessment l--EG LG4 Health_ Assoctate�hemist ssocla a bpecialist Risk Assessment l--EG LG4 --Associate ngin- er 35j - Senlo nglneer �$'C68 1 - - $135 Testing 93A EG3 Associate Engineer 1 or CH3— associate eCh- -misT— (9- - Test —CH4 'jenlor Chemist Witness �Admini5ttaflveF e EMIL—] _ �I— �mis sl�s Fe w -- I_ Z101_�I I - ! $90 Notes: If actual costs are less than estimated the difference shall be refunded It actual costs are greater than estimated accilional tees shall required. If tests are required, additional fees shall a required which may be aeterred until e AJG is issued. ACclitionai emissions fees may MOTE require . or recor s are Kept, which may result in a final tee more or less Ina ' ESTIMATE TOTAL: $1,694 Assoctate�hemist $7 -� CM �I Notes: If actual costs are less than estimated the difference shall be refunded It actual costs are greater than estimated accilional tees shall required. If tests are required, additional fees shall a required which may be aeterred until e AJG is issued. ACclitionai emissions fees may MOTE require . or recor s are Kept, which may result in a final tee more or less Ina ' ESTIMATE TOTAL: $1,694 ,FEB 23 2005 9:07AM S.. ELIJO JPA NO 299 P 2/3 COMMY OF SAN DIEGO, AIR POLLVTTION CONTROL DISTRICT CONTROL NO. 91.50 CHZSAPEAKE DR.IVIR, SAN DIEGO, CA 921.23 -1096 CERTIFICATE 241244 (858)650 -4700 FAX(858)650 -4659 *977860 EXPIRES APRIL 1, CERTIFICATE OF REGISTRATION THIS CERTIFICATE IS NOT VALID UNTIL REQUIRED FEES ARE RECEIVED BY THE DISTRICT_ 'IHE FOLLOW=G IS NBRE$Y GRANTED A CERTIFICATE OF REGISTRATION FOR THE ARTICLE, MCHINE,$OUXDMENT OR CONTRIVANCE DESCRIBED 22L*W- THIS CERTIFICATE IS NOT TRANSFERABLE TO A NEW OWNER NOR IS IT VALID FOR OPERATION OF TIM R?UIPMENT XT ANMFMP LOCATION, EXC2PT AS SPECIFIED. THIS CERTIFICATE OR A CORY MUST BE POSTED ON OR WITHIN 2S FEBF OF THE EOISPMENT, OR READILY AVAII,ASLE ON THE OPERATING PREMISRS_ SAN ELIJO WATER "RECLAMATION AUTFIORITY MASTERS GARY PO BOX 1077 CARDIFF BY THE SEA CA 92007 -7077 2005 EOBIPUT ADDRESS SAN ELIJO P=RS AUTHORITY (MOONLI 301 THIRD ST ENCINITAS CA 92024 -0000 s,OQIPMLNT 13ESCRIPTI0N EMERGENCY ENGIP. CUMMINS, MODEL MT 88502, DIESEL FIRED, 241 BHP, ENGINE NO.. 43103156, SIN 55496, DRIVING A 180 -KW FATOLICHT ELECTRIC GENERATOR, SIN 93190 A- 34842. (977860 ALC 04/02) Sect0r #:1.4 ID #:08597A PO #:977860 BEC #:10929 Fee Schedules: 34'WO1 EVERY PERSON WHO OWNS OR OPERATES 'PHIS EQUIPMENT IS REQUIRED TO COMPLY WITH THE CONDITIONS LISTE35 BELOW AND ALL APPLICABLE REQUIREMENTS AND DISTRICT RULES, INCLUDING BUT NOT LIMITED TO RULES 2, 1.2/12_1, 40, 50, 51, 67.17,'12, 62.. - FAILURE TO OPERATE IN COMPLIANCE IS A MISDEMEANOR SU9J306 TO CIVIL, AND CR1X1iM _PENALTIES. 1, THE ENGINE SHALL BE OPERATED ONLY DURING EMERGENCY SITUATIONS AND FOR NOT MORE THAN 52 ROM S PER CALENDAR YEAR, FOR. NON- EMERZM= PURPOSES.. 2, VISIBLE EMISSIONS INCLUDING CRANK CASE SMOKE SHALL COMPLY WITH RULE SO., 3., RUL3 51- PUBLIC NUISANCE. EQUIPMENT SHALL NOT CAUSE OR CONTRIBUTE TO PUBLIC NUISANCE,. ��. ,DIESEL ENGINES SHALL USE ONLY CALIFORNIA VEHICULAR DIESEL FUEL.. GASEOUS FU L ENGINES SHALL USE ONLY GASEOUS FUEL WHICH CONTAINS NO MORE THAN 10 GRAINS OF' SULFUR COMPOUNDS, CALCULATED AS HYDROGEN SULFIDE, PER 100 CUBIC FEST OF DRY GASEOUS FUEL AT STANDARD CONDITIONS. GAS.FSOUS FUELS INCLUDE NATURAL GAS, PROPANE, LIQUIFIED PETROLEUM GAS (LPG) , AND BUTANE- GASOLINE ENGINES STIALL USE ONLY CALIFORNIA REFORMULA'T'ED GASOLINE. 5 C A NON RESETTABLE ENGINE HOUR METER SRnX,L. RE MAINTAINED IN GOOD WORKING ORDER AND USED FOR RECORDING OPERATING HOURS. 'X'112 DISTRICT'S COMPLIANCE DIVISION SHALL BE NOTIFIED PRIOR TO REPLACEMENT OF THE HOUR METER" THE OWNER OR OPERATOR SHALL CONDIXT PERIODIC M]AINTENANCE OF EACH ENGINE 1. Conditions Cnntd.__. Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Jan 9, 2007 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Dec 26, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Copy of new permit extension posted on board by San Elijo — Ongoing • Future inspection will be conducted by Will Foss with the City of Encinitas Building inspection department. All requirements for inspections to be submitted to Kipp Hefner min. of 48 hour prior to required inspection i 'N r N_; L-T N 0 v • City has requested a hose bib be installed at the odor control / containment area. Location to be field verified. Cost proposal to be submitted upon determination of location Need to review requirement for hose rackOngoing • San Elijo indicated existing floor drain on lower level plugged. Falcon to investigate Ongoing — Falcon to run snake down line • Falcon to continue review of SWPP- • Next meeting scheduled for Tue. 1/9/2/07 Construction Progress Meeting Page 2 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead — RFI Status — RFI log attached • 29 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon Delays, Problems, Unusual Conditions - None New Business • Landscape wall shall be 2' above finished grade —Cost will be incurred to provide additional sandblasting & landscape fill material Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS • 008 — Coating floor of UV facility • 009 — ELECTRICAL REQUIREMENTS FOR REMOTE FLOW METER AND EXISITNG MONO -RAIL SYSTEM • 010 — DRAIN LINES FOR CONTAINMENT AND ODOR SCRUBBER AREAS Open Discussion Z_ ly- w _Z CD W Q W Z Z O U Q LL U W a z O Q J 00 W wT" z c oU') O a �* m t1 O' CL CL a W m J O m (D 0 0 N N N N r O �a v w O O J m N o W o 0 o W o 0 0 0 0 W W W W W W W W W Z F~_- H I~_- Z m Z m m J m Z m m m ? 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Z¢ V 2 ul = o3aa�.� wwow - a�:wMKaao0U-a= O Z C O O N O O CO O O O 00 LO O W O O O O 00 O O O O O O O e- O N Cl M O O �A O CD Cl h Cl OO Co O O O N O N O N N O M N Co <Y N O -1-1- N Co N O N O 00 N O O N O O V l6 5: M Ej 11 LL M M M LL LL LL LL LL M E LL lL lL LL LL LL LL LL LL LL LL LL M LL LL Kennedy /Jenks Consultants 22 December 2006 Kipp Heffner City of Encinitas 505 Vulcan Avenue Encinitas, CA 92024 -3633 Subject: Low Strength Concrete Test Results Moonlight Beach Pump Station Rehabilitation Project 0487115 *00 Dear Kipp: Engineers & Scientists 622 Folsom Street San Francisco, California 94107 415- 243 -2150 FAX 415 - 896 -0999 It is our understanding that concrete has been placed for the pump station stem walls which did not meet the contract requirements in the technical specifications for 28 -day compressive strength. We have reviewed the loading on the stem wall and the lower strength concrete will not impede the wall's ability to withstand the design loads. Very truly yours, KENNEDY /JENKS CONSULTANTS Donald L. Barraza -ICE #45483 cc: Dale Winterquist, Falcon General Engineering Usfolgroupsl pw- groupladrinyobs1 04104871151specslOEcorresplowbreak .letter.doc Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Dec 26, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Dec 12, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Copy of new permit extension posted on board by San Elijo — Ongoing • Future inspection will be conducted by Will Foss with the City of Encinitas Building inspection department. All requirements for inspections to be submitted to Kipp Hefner a min. of 48 hour prior to required inspection • City has requested a hose bib be installed at the odor control / containment area. Location to be field verified. Cost proposal to be submitted upon determination of location Ongoing • San Elijo indicated existing floor drain on lower level plugged. Falcon to investigate Ongoing — Falcon to run snake down line • Review of elevations for landscape wall. There are conflicts with the previous response to RFI # 6. Falco to submit another RFI Construction Progress Meeting Page 2 • SDGE stairs can be cast as solid concrete if acceptable to SDGE. If so stairs will be cast solid at no cost to the City • Falcon to continue review of SWPP- • Next meeting scheduled for Tue. 1/2/06 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead — RFI Status — RFI log attached • 29 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) 29 Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon Delays, Problems, Unusual Conditions - None New Business • SDGE inspection went well • SDGE had no problems with stairs being solid concrete • Welding inspection Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS • 008 — Coating floor of UV facility • 009 — ELECTRICAL REQUIREMENTS FOR REMOTE FLOW METER AND EXISITNG MONO -RAIL SYSTEM Open Discussion N C W O � 00 a o CA r c O O 0 A c CL N 0 N N N N 0 0 rn O Z r_ Gi 2 -1 00 M a 2 M CA c Z X D W a O O C- M n 1 T1 D n Z m m D m Z m Z G7 O O o cn oo000�00o p, �wwo-,00000ci00ooOZs .a .a .a i O i -� " 0 0 0 0 O O O O 0 0 3 W N O 0 O -4 0 0 0 N O O O N 6 O p W -1 p 0� W N D D' 0406 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 m CA cn cn Cn cn M W W W W W W N N N N N N N CO N CO O O O O < CO N- W O __ _. 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W W cn j W m T a 0 0 0 0 0 0 0 On A W N ' f N N (� N tN N ON W W j O O O O N N N Z W W O O N O N N W N : O m O 'O N O O N O O O O O O N O O N O O N Co O N O Co N O N O O N O O N O O N O N O O N O N O N O O CD O CD O O O N O O O O O Cl N O N O O O O O N O O < IG a� Ip rn °' Qr i rnD rn rn rn rn rn rn rnrn rn rnN rnrnLo rn rnrnrnrnrnrnrnrnrn z z -� Z Z z z-< z z z z z Z z z z z z-< z z z-< z z m m 00momm000(n0000Z000000m000moo�� zn o� T n '0 n r n N N 0 z N � O O N O O) tT L1 O O O N W O<1 Ci W N A U l (T _ 0, N z 0 /P A (D N A CA CL M O In (n U Q X n C Q rt n N O N 0 0 'h 0 3 0 r- 0 c0 r -n o D n O ,.I,• z ou S i.. 3 am 0 V7 G) m m r m z G) z m m z G) tlll�a Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Ate Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Dec 26, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Dec 12, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business • Authority to construct new emergency generator issued on 3/20/06. Upon completion of oryJ installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Copy of new permit extension posted on board by San Elijo — Ongoing • Future inspection will be conducted by Will Foss with the City of Encinitas Building inspection department. All requirements for inspections to be submitted to Kipp Hefner a min. of 48 hour prior to required inspection • City has requested a hose bib be installed at the odor control / containment area. Location to be field verified. Cost proposal to be submitted upon determination of location Ongoing ---� • San Elijo indicated existing floor drain on lower level plugged. Falcon to investigate Ongoing — Falcon to run snake down line N&D - 6fZa � -e+ • Review of elevations for landscape wall. There are conflicts with the previous response to " RFI # 6. Falc%ko submit another RFI f'TY � Q� Construction Progress Meeting Page 2 • SDGE stairs can be cast as solid concrete if acceptable to SDGE. If so stairs will be cast solid ek., at no cost to the City • Falcon to continue review of SWPP- • Next meeting scheduled for Tue. 1/2/06 --- Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead — RFI Status — RFI log attached • 29 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) 29 Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon Delays, Problems, Unusual Conditions - None New Business • SDGE inspection went well • SDGE had no problems with stairs being solid concrete • Welding inspection Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS • 008 — Coating floor of UV facility • 009 — ELECTRICAL REQUIREMENTS FOR REMOTE FLOW METER AND EXISITNG MONO -RAIL SYSTEM Open Discussion C 00 a r r G) 0 C CL au N 2. 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I I I I I . . . - M M "n o (D D CA Z r-qL o Z n =rn �0 r N3� rn N —• Cl? bm 0 o � � �cz o G� 22 December 2006 Kipp Heffner City of Encinitas 505 Vulcan Avenue Encinitas, CA 92024 -3633 Subject: Low Strength Concrete Test Results Moonlight Beach Pump Station Rehabilitation Project 0487115 *00 Dear Kipp: 622 Folsorn Street ,3 )n Frundsco, California: `:)4'107 ,115 -243 -2150 r�t' FAX 415- 696 -0999 It is our understanding that concrete has been placed for the pump station stem walls which did not meet the contract requirements in the technical specifications for 28 -day compressive strength. We have reviewed the loading on the stem wall and the lower strength concrete will not impede the wall's ability to withstand the design loads. Very truly yours, KENNEDY /JENKS CONSULTANTS s Donald L. Barraza RCE #45483 cc: Dale Winterquist, Falcon General Engineering Asfoq oupslpvrgroupladminl obs50 410 4871 7 61 specs 106- caTespVowbreak. letter, doc Page 1 of 2 Kipp Hefner From: Corey Young [CoreyYoung @KennedyJenks.com] Sent: Wednesday, December 20, 2006 9:42 AM To: Kipp Hefner Cc: Matt Tebbetts Subject: FW: concrete test results Kipp, Please see our structural engineer's response to the concrete test results question in the email below. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858- 676 -3625 From: Peter Symonds Sent: Wednesday, December 20, 2006 9:40 AM To: Corey Young Subject: RE: concrete test results Corey, I looked back through the stem wall calculations, .and this 9% deficiency is within the factor of safety for that portion of the structure. For their reference, only the average of the two test results has any meaning, not the greater of the two, but in this case the average is still within our overstrength and safety range. Thanks, Peter From: Corey Young Sent: Thursday, December 14, 2006 11:12 AM To: Don Barraza Cc: Peter Symonds Subject: FW: concrete test results Don, Can you also address the email below regarding the compressive strength test results for Moonlight Beach Pump Station. Thanks, Coney Young, P.E. Project Engineer 12/20/2006 Page 2 of 2 Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858-676-7505 Fax: 858- 676 -3625 From: Kipp Hefner [ma i Ito: Khefner @ci.encinitas.ca.us] Sent: Thursday, December 14, 2006 11:03 AM To: Matt Tebbetts; Corey Young Cc: geopacifica @sbcglobal.net; James Knowlton; Greg Shields; Dale Winterquist Subject: FW:. concrete test results Matt and Corey- Please see e-mail below. These are the compressive strength test results from cylinders taken from the concrete lased for the stem walls at the Moonlight Beach Sewer Pump Station. Below are the 7 day, 17 day, and 28 day breaks. The specs called for a 28 day compressive strength of 4500psi for the stem walls, but as you can see we only got 4150 psi and 4010psi for the 28 day compressive strength. Could you run this by your structural engineer and ask him if this concrete is OK or not. Since we are only 350 psi from the required 28 day strength I don't think there is a problem, but I want to make sure with your structural engineer. Thanks. From: Chris Lillback [ mailto :chrisiillback @sbcglobal.net] Sent: Thursday, December 14, 2006 10:52 AM To: Kipp Hefner Subject: concrete test results Hi Kipp, As we discussed the 28 day test results for samples taken for the northwest corner of Stem wall at the Moonlight Beach Project were less than the 4500 psi required. test results performed by Southern California Soil and Testing were: 7 days 2380 psi 17 days 3180 psi 28 days 4010 psi 28 days 4150 psi The latter is 92% of design strength. The Structural Engineer should be contacted to see if this will fall within his factors of safety. Due to the amount of steel in the wall a concrete core /sample would be difficult. Once again should you have any questions please contact me, Chris God Bless This e -mail and any attachment contains information which is private and confidential and is intended for the addressee only. If you are not an :addressee, You are not authorized to read, copy or use the e-mail or any attachment.lf you have received this e-mail in error, please notify the sender by return e -mail and then destroy it 12/20/2006 Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Dec 19, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Dec 12, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 — Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Copy of new permit extension posted on board by San Elijo — Ongoing • Future inspection will be conducted by Will Foss City with the Encinitas Building inspection department. All requirements for inspections to be submitted to Kipp Hefner a min. of 48 hour prior to required inspection • City has requested a hose bib be installed at the odor control / contaimnent area. Location to be field verified. Cost proposal to be submitted upon determination of location Ongoing • San Elijo indicated existing floor drain on lower level plugged. Falcon to investigate Ongoing — Falcon to run snake down line • Falcon to continue review of SWPP- • Falcon received from City CO # 08 for UV facility floor coating • Falcon received back submittals # 009/0011 approved as submitted Construction Progress Meeting Pnaa 7 • Falcon submitted CO # 14 for drain lines • Next meeting scheduled for Tue. 12/19/06 Submittal Review • Review of submittal log - Progress of the Work 4 -Week look ahead — RFI Status — RFI log attached • 28 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon Delays, Problems, Unusual Conditions - None New Business • Falcon will extend ramp to 15' at no additional cost • Conflict with Response to RFI # 6 regarding landscape wall • SDGE stairs — Can they be solid concrete instead of walls? Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS • 008 — Coating floor of UV facility REQUIREMENTS FOR REMOTE FLOW METER AND EXISITNG • 009 — ELECTRICAL MONO -RAIL SYSTEM Open Discussion O Cl O c O O O NO O 00 0 0 C) ' ce W O O cp O O 1) 0 0 0 0" O 0 v O, , , .s O O O O O O o 3 w N 0 0-4 01 0 O N 0 0 0 N O O p 00 11 p U1 ,P W N D D O o o 0 0 0 0 o 0 o 0 0 o O p o 0 0 0 o o o o o o o CD O Cn m (n W (n .� A W W W W W W N N N N N N N C V 07 . 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Specification Specification Paragraph/ Page/ or Drawing Number Location on Drawing Notation or Clarification A3 - North, East, The top of the cast -in -place wall that borders the site shall be set at elevation 25 0' for the building shall remain at elevation 26.0' and the South, & West The top of the cast -in -place wall Elevations FIFE of the building shall remain at 24.0' . Section A Meter Room Entrance Stair shall have a solid concrete front facing the sidewalk This S6 detail will be revised by Kennedy /Jenks to reflect this Elevation at the top of the landing shall be set at 24.0'. S14 Details 6,7,27 Top of cast -in -place wall shall be set at 25.0' — -- D`ta." o- - - -- The rdng to Detall - — between both =ides the wall is less than one foot If the difference in ele,44 ST4 ,'--- ground elevation between both sides of the wall is greater than one foot, then Detail 7 shall be used. Detail 15 The top of the Odor Control Unit Pad shall be set at elevation 22.6. S14 Detail 16 The top of the Generator Set Inertial Pad shall be set at elevation 23 0'. S14 Detail 17 The top of the Containment Area Pad shall be set at elevation 23.9. The top of the S14 Containment Area Wall shall be set at elevation 26.0'. S14 Detail 18 The elevation of the top of the Landscape Retaining Wall will vary based on existing ground elevation. The top of the wall shall maintain one foot above existing grade for the full length of the wall C1 Relocated As requested by the Contractor, the attached drawing gives coordinates for the Transformer Relocated Transformer Pad. The top of the transformer pad shall be set at elevation 259 It is understood that the above clarification does not change the scope of the work or require a change order. Notify the Engineer in writing prior to performing any work you consider to be extra work. Distribution: Contractor (original) By: M Tebbetts Job File Project Coordinator Resident Engineer iF -17 Rev 2!155721 p:lertartitas ct..�*UDMr!talslciwffication 44 dx S- 06- 0487115 REV 1 -19 -06 --A z*lz O 41 c D D :U x N N I � m � D �n m D C) m CD mzuz D D ? Ul N m o0 I D o m D N S � DN m m -1 D O C7 W I C r � I \ I \ I I \ I \ I t I I I I I I I I I I I I I I 1 I I u -n :D m O vn z m 0 C/) :O D n= - mo_ - D Z CD o m -� m m z*tz Cf) o D A ---I Cn S CO ;o N D (n D m m Z C) m m -i o D N :i7 m O p � n D m r N O O 1 I I I I I I I I I I I I J I I I m D N �i -a� O D D ' cn m D ---i z m D 4- CD -�n — = D O N O m m l D p N Z O n z n m LO U) D rnz o° m n ---4 D D p r m D r r - I � I j AE: O 0 X --1 � 0rx n N OOr _ .A 00 r- 7 O;u NO /i= PDyO� m m m N o � x n A 0o rn a o C7 N O cn _ f r 1 O Z [� mD 2-1 m O X = -Z1 r r - -q N -n mD �m o to �1vo <> >O Z mn c p i'°° OZ 71 p Z qk O D rt rn cn in �• z cn 0 _ O„ m D N �i -a� O D D ' cn m D ---i z m D 4- CD -�n — = D O N O m m l D p N Z O n z n m LO U) D rnz o° m n ---4 D D p r m D r r Page 1 of 1 Kipp Hefner From: Chris Lillback [chrislillback @sbcglobal.net] Sent: Thursday, December 14, 2006 10:52 AM To: Kipp Hefner Subject: concrete test results Hi Kipp, As we discussed the 28 day test results for samples taken for the northwest corner of Stem wall at the Moonlight Beach Project were less than the 4500 psi required. test results performed by Southern California Soil and Testing were: 7 days 2380 psi 17 days 3180 psi 28 days 4010 psi 28 days 4150 psi The latter is 92% of design strength. The Structural Engineer should be contacted to see if this will fall within his factors of safety. Due to the amount of steel in the wall a concrete core /sample would be difficult. Once again should you have any questions please contact me, Chris God Bless This e -mail and any attachment contains information which is private and confidential and is intended for the addressee only. If you are not an addressee, You are not authorized to read, copy or use the e-mail or any attachment.lf you have received this e-mail in error, please notify the sender by return e-mail and then destroy it. 12/14/2006 Page 1 of 1 Kipp Hefner From: Kipp Hefner Sent: Thursday, December 14, 2006 10:50 AM To: Matt Tebbetts; 'Corey Young' Cc: geopacifica @sbcglobal.net; James Knowlton; Greg Shields; Leroy Bodas Subject: Structural calculations for Emergency Underground Storage Basin Importance: High Matt and Corey- Our Building Department just came into my office and dropped a bomb on me today, and it is in regards to the structural calculations that were done for the Emergency Underground Storage Basin. On the first plan check by our Building Department during the design of the project (before we went out to bid) their structural plan checker. had pointed out that the calculations for the top of the basin that were done by your structural engineer incorrectly used the equivalent fluid pressure that was suppose to be only used for the lateral loading for the sidewalls, (which was 55 pounds per cubic foot), instead of using the unit weight of the soil on top of the basin, (which is 122 pounds per cubic feet), to calculate the dead loading on the top of the basin. Esgil told your structural engineer to correct this and use the actual unit weight of the soil to determine the dead loading. Unfortunately, your structural engineer did not make the revisions, and on the second plan check, which was also done before we went out to bid, Esgil did not catch that the revision was not made. So the basin top was built based upon the 55 pound per cubic foot equivalent fluid pressure instead of the unit weight of the soil which is 122 pounds per cubic foot. Consequently, we have a potentially serious problem here. Esgil thinks with all the columns we used for the design of the basin that the ceiling will not collapse, but they said over time there is a good possibility that cracking will occur in the ceiling. Since we have an environment where Hydrogen Sulfide gas will accumulate at the top of the basin and the sulfur oxidizing bacteria Thiobacillus will convert the Hydrogen Sulfide gas and Oxygen to Sulfuric Acid over time this acid will get into the cracks that form on the ceiling and badly corrode the reinforcement in the top of the basin. I need to have your structural engineer do the revised calculations using the 122 pound per cubic foot unit weight and tell us if there is a problem or not with the way the top of the basin is built based on the original design, and if it can handle the loading on top of it. If it cannot, and there is a problem then your structural engineer needs to come up with a solution on how to solve the problem. Since the basin has already been backfilled and compacted and the top of the basin is presently being subject to both dead and live loading we need to have this situation resolved by your structural engineer as soon as possible. Please let me know if you have any questions. Thanks. 12/14/2006 Page 1 of 1 Kipp Hefner From: Corey Young [CoreyYoung @KennedyJenks.com] Sent: Tuesday, December 12, 2006 2:14 PM To: Kipp Hefner Cc: Matt Tebbetts Subject: RE: Certified Pump Curves for new pumps - Moonlight Beach Sewer Pump Station Kipp, The pump curves look fine... thanks for getting us a clean copy for our records. Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858-676-3625 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Tuesday, December 12, 2006 1:54 PM To: Matt Tebbetts; Corey Young Cc: Dale Winterquist; Mike Thornton; Eric Raley; geopacifica @sbcglobal.net Subject: Certified Pump Curves for new pumps - Moonlight Beach Sewer Pump Station Matt and Corey- Now that you have a clean copy of the pump curves for the proposed pumps for the Moonlight Beach Sewer Pump Station are the pump curves good or does the contractor need to go with different pumps and submit different pump curves? 12/12/2006 et , , 11irmwinrl Review Letter .,...r — - - - -- To: Falcon General Engineering 572 Collyn Street Vista, CA 92083 ATTENTION: David Pitts instrumentation & Controls Kennedy /Jenks Consultants DATE: SERIAL NO.: SPEC. REF.: PROJECT: KIJ JOB No.: SUBMITTAL NO.: PAGE: 16855 W Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858- 676 -3620 858 - 676- 3625(Fax) www. KennedvJenks.com 12 December 2006 054 -01 17010,17330,17510 Moonlight Beach Pump Station Rehabilitation 0487115 17010 -01 1 of 1 A. The action(s) noted below have been taken on the enclosed drawing(s) NET = No Exceptions Taken A &R = Amend and Resubmit NR = Not Reviewed MCN = Make Corrections Noted RR = Rejected, Resubmit wi Refer to Action Comment Manufacturer or Supplier Title of Submittal /Drawing Item MCN 1,2 North American Industry Tab 1: Pump Control Panel 1 Tech NET North American Industry Tab 2: LEL Alarm Panel 2 Tech MCN 3 North American Industry Tab 3: Wet Well Level Display 3 Tech MCN 4,5 North American Industry Tab 4: Main Instrument Section 4 Tech 5 A &R 6,7,8,9,10 North American Industry Tab 5: Drawings Tech Comments: 1 Location of the computer and monitor needs to be considered. The MCC line -up is two feet longer than originally planned (SDRL 16920 -01). Minimum size of table and chair (not in contract) would be about 2'x 4' and perhaps can be located on the north face of the bathroom 2 Remove the Norton Security software as this computer will not be connected to the web. 3 The Wet Well Level Display Panel (not in contract) has been reviewed as NET The reviewer assumes the panel has been added in response to RFI -22. The Contractor must note that this panel has not been located Consider locating it on the north wall of the bathroom in lie of the level transmitters 4 Item E, GE Sentrol 2702A, are reviewed in SDRL 16731 -01 5 Submit detailed information on Merlin MDL transmitter for review. The Engineer has no knowledge of this product and therefore unable to evaluate its equivalency to other submersible products The MDL transmitter does not appear to have a FM rating (as indicated by the intrinsic safety barrier shown on the drawing). The Contractor should consider an equivalent USA transmitter (such as Rosemount) rather than a product from the UK. 6 Dwg 927- ED- 01:Delete the use of the Verbatim's Remote Supervisory Control module, item 33 (not in contract) Connecting an analog output for both wet well levels eliminates the need for the output module and telephone connection to the panel. IF -2 Rev Jan'04] 5 c} sab, 3as rro;o; c; doe David Pitts Falcon General Engineering 12 December 2006 Page 2 of 2 7 Dwg 927- ED -03: Line 4, correct line 004 description to "Loss of Normal Power." power for the two -wire 8 Dwg 927- ED -04: Line 100, 101 and 103 revise wiring to show connection of loop p devices Lines 105,106 and 107 identify the connection at the VFD as "Isolator /EA8 " For reference see VFD wiring in SDRL 16920 -01. For all analog devices on this sheet add instrument description, instrument ranges and calibration data per Specification Section 17010 -1.05 B.1 9 Dwg 927- ED- 06:Line 417 delete interposing relay for totalizing pulse -all Allen Bradley digital inputs are fast enough to measure the pulsing from the flow transmitters totalizer output Line NEW add DI for Surge Compressor Ready signal. 10 Dwg 927- ED -07: Lines 700- 720:Show wiring of the IFM cable but not installation of the module. Install a Card Slot Filler (N2), item 13 on Dwg 927 -ED -01 B., Corrections or comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents The contractor is responsible for: confirming and correlating all quantities and dimensions, selecting fabrication processes and techniques of construction, coordinating its work with that of all other trades, and performing its work in a safe and satisfactory manner DISTRIBUTION SDRL ENCL. Contractor Falcon General Eng 1 1 Owner Kipp Hefner (Encinitas) t File KJJ SDO t — File KJJ SFO > > B Matt A. (F -2 Rev )an 041 Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Dec 12, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Dec 5, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Copy of new permit extension posted on board by San Elijo — Ongoing • City to investigate site electrical following meeting • Future electrical inspection maybe conducted by building inspection department. Kennedy Jenks has provided all information to building department for permit. Still under review all requests for future inspection to be submitted through Kipp PERMIT HAS BEEN SUBMITTED. Ongoing • City has requested a hose bib be installed at the odor control /containment area. Location to be field verified. Cost proposal to be submitted upon determination of location Ongoing • San Elijo indicated existing floor drain on lower level plugged. Falcon to investigate Ongoing — Falcon to run snake down line • Ok to have bathroom door swing opposite of as shown on contract drawings. Construction Progress Meeting Page 2 • City indicated they would attempt to expedite submittal # 78 • Falcon to submit cost proposal for drain line from odor scrubber • Falcon to review SWPP- rain forecast for Saturday • Next meeting scheduled for Tue. 12/19/06 Submittal Review • Review of submittal log - Progress of the Work 4 -Week look ahead — RFI Status — RFI log attached • 28 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) 28 Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon Delays, Problems, Unusual Conditions - None New Business • Status on review of certified pump curves • Status of building permit/inspection • Status on review of submittal # 78 • Falcon submitting CP # 14 for drain lines Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS • 009 — ELECTRICAL REQUIREMENTS FOR REMOTE FLOW METER AND EXISITNG MONO -RAIL SYSTEM Open Discussion W W C` Cn � = W W = 'O W C C` N N N N N N P'S N W N Q c0 N v v Cn 00 O N -� W O N Q OD z 0� CJ1 1 j M N W �N � M N W N N N O N p N N p N N N N N (CD) N N N N N D O O p N O O p C) a ° rn rn rn rn a C) C) o 0) rn rn °' oc p ° C8, 0) rn a� rn rn ci °' rn , W N � N rn co O N D CO # Cn \ O 0 W -� � Ul s � r;j, to OD O O N ` z 0 O A O N N ` W j ' W i \` O 0 C`T1 NO NO N D d NO NO N O N O N O N N N N N N N O O N p p O O O O O O G O a N a C> o � C O O O O O O O cn N O O rn O O O O O O D D W Dv O 0� 0 0 O m Z O o N N N D y 0 0 -j 0 m m z 0 0 N 'O O p 00 0 0 M W N D ;a A D D m m n - P m 0 p 56 o c m O m 5. z z> 0 N z z v z 4(wo X m m -n cn m v m -A 0 0 0 0 v 0 0 D D v m C) 0 0 0 0 0 0 0 n, 0 0 0 0 O v N O J� W W � O N V N W Cn N O N O N O O O N O O O O O . m z X o 0 0 0 0 0 0 N O O C -n o o c Cl) z W W C` Cn � = W W = 'O W C C` N N N N N N P'S N W N Q c0 N v v Cn 00 O N -� W O N Q OD z 0� CJ1 1 j M N W �N � M N W N N N O N p N N p N N N N N (CD) N N N N N D O O p N O O p C) a ° rn rn rn rn a C) C) o 0) rn rn °' oc p ° C8, 0) rn a� rn rn ci °' rn , W N � N rn co O N D CO # Cn \ O 0 W -� � Ul s � r;j, to OD O O N ` z 0 O A O N N ` W j ' W i \` O 0 C`T1 NO NO N D d NO NO N O N O N O N N N N N N N O O N p p O O O O O O G O a N a C> o � C O O O O O O O D W > X O m _ O v v ' m m D to 0 o n C m Z o Cl) z o W CA N W ~ m m v o v cn C ao 3 D r r O v O n �o 0 3 cn N O O rn m D D D Dv 0� n C� m m D _ D M � -j 0 m m z --+ m D (n cn cn 0 0 M m ;a A D D m m n - m 0 p 56 o c m O m 5. z z> 0 N z z v z y_ X m m -n cn m v m -A -I v� v v D D v m C) 0 n, O o m m m D( z D Z= T o O D -i m m� N . m z X -1 D Z N aWn C -n o o c Cl) z z N X z z O m 0- I -i O M M K s� y m c z- i -i -j .. n n o v_ o o z m m -< -n C7 n� m O z z z�� G) m "� n x _? g c -v v T z -n z W 0 0 �° O c� z o0 Z my m G7 G7 o m D v z z c IC) v v -I -i v 2� x D r '< 2 K D Z o m w w n n a 5 --1 O K D= m n n m m m Z =i ?. -0 D n m m m m 0 D z zr� �� 0 m O O r r Q° z m m m z m X o ci -° z Z o o w m D m D� w m m -� mxqg ni z -< M m r CZ) D n z Ll m cmi� G) m m D m c z cn n n z F m G) -i rr- Z C r D T z Z ( D 2 cn F. z 03 m X cn D W > X O m _ O v v ' m m D to 0 o n C m Z o Cl) z o W CA N W ~ m m v o v cn C ao 3 D r r O v O n �o 0 3 m D D D Dv �°v D M � 7 M m ;a A � 0 p m O n m m o m v� v v v m 0 z N D z N . m z z -1 Z N aWn Cl) Cl) Cl) N ' C C Cl) Co --I m my m m v v IC) v v v W 66 '�NNOXO�-IO�� OOCTt,ApO U1 N� C71 p t0 �a co 0 �'p 0 0 ���0 0 0 �A►p00000000NO00CNO'yNN� W �O<OOD�1OtJ1�WO�OtOOOO� W O N O W O W C> N 0 N O N O O N� O O OD O O Cn CA O ? 0 O N 0 Q CO O 0 CD CC) CO 0 O Cfl CO 0 O �I 0 O N 0 O C'O O W COJ1 O O 00 W O O OD O 0 CWiD O 11 0 N N Cn 0 t~O O O 0 N O 0 CJl O 0 N N N 0 �N N 0 (o CO O Co `I W O _ CC) OO O O CO CO 0 O -� CA O 0 CJ� O O 0 CA N Q 0 � N 0 0 O N 0 0 O N 0 0 O CT N C L < =' O C N CD (D d < O C N W � N 0 0 O N Q 0 0 N O 0 0 N 0 0 N O 0 N 0 COJ1 N O UOi N 0 COJ1 N O c, 0 O O Cfl N N O a O CA CJ1 N O N O N O N O N O N N N O Ln N N O N N ` N O � _ N O CQJ� N N N 0 O O N N O O) 0 Q cn N 0 t)Qi 0 O O N 0 0 0 N? 0 UOi N 0 0) Cl 0) N 0 0 0 � OD N 0 0) N 0 O v 0 O CJl 0 O C7t ? 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Cil o O m Mm o cn U) (n m a h L r -n o r � � Z O � Z O = ��r rn Ch o m r� rn o ;u U3 z C) G� L REQ -� EST FOR INFORMA LION NO. 028 DATE: 12/06/06 Project: MOONLIGHT BEACH PUMP STATION REHABILITATION 3rd & B Street, Encinitas, Ca. (FOR CONTRACTORS USE) DRAWING NUMBER: C -1 SPECIFICATION SECTION: QUESTION/PROBLEM: CONTRACT DRAWING C1 SHOWS AN AREA DESIGNATED AS (N) PORTABLE PUMP AREA. THERE ARE NO PROVISIONS FOR ANYTHING OTHER THAN ADDITIONAL OSTSLWOULD BEIN THIS AREA. IS A CONCRETE PAD ANTICIPATED . IF O ADD INCURRED THERE ARE NO Owner: City of Encinitas Contractor: Falcon Gen. Eng., Inc 572 Collyn St., Vista, Ca. 760/ 630 -9570 CONTRACT DRAWING C -1 SHOWS A MP IS TH S RAMP TO E ASPHALT? PLEASE REQUIRMENTS FOR A CONCRETE RA PLEASE REVIEW AND PROVIDE DIRECTION PENDING DIRECTION ADDITONAL COSTS COULD BE INCURRED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager Request for Information No.: 028 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: 12/7/06 K/J Job No.: N/A C -1 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2of2 Response Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ❑ Rejected, Resubmit (RR) ® Make Corrections Noted (MCN) ❑ Returned Without Review (NR) ❑ Amend and Resubmit (A&R) oamnrlcc The portable pump area shall be site asphalt paving, no concrete pad is needed. The concrete ramp entering building is shown in the "Typical Driveway Ramp" Detail on Sheet MB... If Contractor estimates an impact on Project time or price based upon Response, submit Reply withig,5 rking days of receipt. --) /X // Respondent: Matt A. Tebbetts Company: Kennedy /Jenks Consultants Issued for Kennedy /Jenks Consultants by: Signature: Date: Falcon General Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: ir_nmman4s Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. /06 pAencin'itas, city\0487115 -moonlight beach ps\section 13- construction 8 field work \13.09 rfi by contractor and responses\response to rfi 028.doc Request for Information and Response 0 K!J January 2001 TTAL FORM ' T�ZAIVS�` - 2t6 FAX 760/943 2 City of Encinitas Engineering. 505 S. Vulcan Avenue Encinitas, CA ' ,7b0/633 -2770 7� -362 / NO. OF PAGES: (� DATE /21, /7 6 SEND TO FAX #. Fa TO: OF: ADDRESS: PHONE: 760 633 - 2 -I FROM: ❑ call ASAP a Review & Call Please Handle a Per our Conversation aReview &Return , ® F.Y.I. ❑ Please Reply by IT CON GENERAL ENGINEERING, INC. 'N STREET - VISTA, CA 92083 • TEL 760/630 -9570 • FAX 760/630 -3648 - STATE CONT. LIC. #540704 December 6, 2006 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Document No. 0501 -A -024 Subject: Pump Certified Curves Gentlemen, Attached, please find the Fairbanks Morse Certified Curves for the project pumps. Upon review and approval these pumps are ready for shipping to the project site. Please provide us with your comments /approval ASAP so we can release. If you have any questions, please feel free to me at (760) 630 -9570 ext 202 Sincerely, Dale E. Ziterq�i Falcon General Engineering, Inc. ill. ■ ��:isii�.'�€i.�tisiava�. raw. �.•• �■ �: yGoG�: �s .:� ■.'�'.�.°.,`GC::.'.i'a4"�id� �v is3-R� 3��!113L':4LaiC�: �; r !1,! rLU- �zJ1rmJ ILi 110 /LVUO 14:4( rHA 010 044 JL1! 3601 Fairbanks Avenue, P.O. Box 6999, Kansas City, KS 66106 -0999 ri 40M To: Falcon: General Engineering, Inc. Attn: Fax: 760- 630 -3648 Re: Performance Curves for Approval L!jUU1 /UU4 Fairbanks .Morse 1� j r r JY h /�s i Ref: P. 0.0501- 202R/Proj.0889BO11819116 Date: December 1, 2006 ❑ Information Only X Approval ❑ Review ❑ Per Your Request ❑ Comment PLEASE RETURN CURVE APPROVAL A.S.A.P. BY FAX TO 913 - 371 -2272, OR E- MAIL TO FMPRODUCTCd-PENTAIRWATER.COM. THANK YOU IN ADVANCE FOR YOUR PROMPT RESPONSE. Cc: Kirt Dubois Carol Hampton File Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 858 - 676 -3625 (Fax) Transmittal www.KennedvJenks.com TO: Kipp Hefner FROM: Matt Tebbetts City of Encinitas DATE: 4 December 2006 505 South Vulcan Avenue WJ #: 0487115 *00 Encinitas, CA 92024 -3633 SUBJECT: Moonlight Beach Pump Station VIA: ❑ Fax ## pgs. (inc. cover) ® USPS ❑ Other (CA Overnight) PLEASE FIND ENCLOSED: Copies Date No. Description 3 4 Dec 2006 Response to RFI #26 THESE ARE SUBMITTED AS CHECKED BELOW: ® As requested ❑ For information and coordination ❑ Return material when review complete ❑ Return after loan to us ❑ For approval by: Return to: ❑ For review and comment by: Return to: ❑ Other: REMARKS: Signed: Copies to: File att A. e [KJC© Rev. May 20051 pAencinitas, city \correspondence \hefner transmittal 12-04- 06.doc REQ u EST FOR INFORMA PION NO. 026 DATE: 11/30/06 Project: BEACH Owner: City of Encinitas . PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3`d & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: C2; M3 SPECIFICATION SECTION: QUESTION/PROBLEM: THE CONTRACT DRAWINGS DO NOT PROVIDE ANY DRAIN LINES FOR THE ODOR SCRUBBER UNIT. THE ODOR SCRUBBER HAS A DRAIN LINE W /VALVE AND THE UNIT WILL REQUIRE PERIODIC DRAINING. PLEASE REVIEW AND PROVIDE DIRECTION PENDING DIRECTION ADDITONAL COSTS COULD BE INCURRED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 Kennedy/Jenks Consultants Request for Information No.: 026 and Response Response Date: Specification Section: Drawing Reference: 12/4/06 N/A M -3 K/J Job No.: 0487115.00 Project Name: Moonlight Beach PS Rehabilitation Page: 2 of 2 Response Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ❑ Rejected, Resubmit (RR) ® Make Corrections Noted (MCN) ❑ Returned Without Review (NR) ❑ Amend and Resubmit (A &R) Remarks A 2 -inch drain line must be connected to the odor control system. One option is to connect the 2 -inch drain to the 3 -inch drain that runs from the containment area, which holds the chemical storage and injection system, to the new manhole that feeds into the wet well (see revised Drawing M -3). Please note that the 2 -inch drain must contain a 10 -inch barometric trap so that the odor control system doesn't short curcuit between the vent line and drain line.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply withi 5 working days of receipt. Respondent: Matt A. Tebbetts Signature v � Company: Kennedy /Jenks Consultants Date: 12/ /06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased []decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: Days. Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Request for Information and Response p:lencinitas, city \0487115 - moonlight beach pslsecfion 13- construction 8 field work \13.09 fi by contractor and responseslresponse to rfi 026.doc © KIJ January 2001 �I D A 2 \ G =1_ i CONNECT TO (E) WATER SYSTEM RACKFLOW PREVENTER � IN C 2" D (MUST CONTAIN 10" BAROMETRIC TRAP) 4 2' 0" I\ (N) PUMP MO1�" AND BASE (TY \ I FD TRAP PRIMERS AS (SEE NOTE 3) (N _R ST 00_ Np - -- - - -� -SINK - 2 FILL CONNECTION ( STILE fffi 12" SUMP W /GRATING L -A 1 1/4" PW (NOTE 7).' , 8 VT - - - - TRUE UNION BALL II 1 1/2" PW VE IN VALVE BOX R Kennedy /Jenks Consultants 16855 W. Bernordo Drive, Su 360 San Diego. California, 92127 (858)- 676 -3620 0487115.00 REVISIONS APPROVED DATE REFERENCES I (RELOCATED) CHEMICAL STORAGE TANK I � (RELOCATED) (CHEMICAL MIXER I I I I I I I CONCRETE CONCRETE CONTAINMENT I I I (RELOCATED) CHEMICAL TRANSFER PUMP I I I I I RELOCATED (0) EMERGENCY EYEWASH (SHO'{IER I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I NOTES: 1. am AL BOLLARD DETAIL SEE SHEET C4. TOR TO FIELD VERIFY THE LOCATION AND DEPTH OF (E) STEM AND CONNECT NEW WATER 1 1/2 -" WATER LINE TO BACK FLOW PREVENTER FOR RELOCATED EMERGENCY /SHOWER AND NEW ODOR CONTROL SYSTEM. 3 TRAPS WTH PRIMER CONNECTIONS AT FLOOR DRAIN NING TRAP VENT FIXTURES IN ACCORDANCE WITH Q 4. VENT RISERS ARE SHOWN IN APPROXIMATE SIZES AND LOCATIONS THAT WILL ALLOW THE CONTRACTOR TO CONNECT ALL VENT PIPING TO A VENT RISER. EXACT LOCATIONS OF THE RISERS TO BE DETERMINED BY CONTRACTOR. RISERS TO BE SIZED AND LOCATED IN ACCORDANCE WITH THE UPC. 5. PROCESS PIPING WILL REQUIRE ENCASEMENT IN CONCRETE UNDER SLABS, REFER TO SPECIFICATION 15050 AND DETAIL S /S2. PLUMBING PIPING SYSTEMS SHALL NOT BE CONCRETE ENCASED. 6. ALL VENT PIPING SHALL BE SLOPED FROM ODOR CONTROL UNIT BACK TO WET WELLS AT A MINIMUM OF 1 /16" PER FOOT. 7. SUPPORT WATER PIPING WITH TYPE T3S SUPPORTS AS NEEDED. c HE ODOR CONTROL (VT) SYSTEM OS A CLASSI PRODUCT ONVEYING SYSTEM, CONVEYING NON- CORROSIVE SEWAGE ASES TO THE ODOR CONTROL SYSTEM (ODOR SCRUBBER) I HE SYSTEM IS IN COMPLIANCE WTH CHAPTERS 5 AND 6 OF HE 2001 CALIFORNIA MECHANICAL CODE. EFER TO THE PIPING SCHEDULE OF DRAWING G4 AND SECTION 5050 IF THE CONTRACT DOCUMENTS FOR MATERIAL PECIFICATIONS FOR THE PIPE AND DUCT SYSTEMS. EFER TO DRAWNG MID FOR THE LAYOUT OF THE HEATING AND ENTILATION SYSTEMS. DATT OF ENCINITAS ROJECT NO MOONLIGHT BEACH —� STATION REHABILITATION PROJECT PUMP STATION PLAN AT EL. +24.00 QRpFE5Stp4, ti�1 p. FFBB ¢fc * Ew0 13 31 OS CIVIC p SrQTfOi'C DRAWING N0. M3 SHEET 41 OF 68 CON GENERAL ENGINEERING, INC. N STREET - VISTA, CA 92083 - TEL 760/630 -9570 • FAX 760/630 -3648 • STATE CONT. LIC. #5407 December 6, 2006 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Document No. 0501 -A -024 Subject: Pump Certified Curves Gentlemen, Attached, please find the Fairbanks Morse Certified Curves for the project pumps. Upon review and approval these pumps are ready for shipping to the project site. Please provide us with your comments /approval ASAP so we can release. If you have any questions, please feel free to me at (760) 630 -9570 ext 202 Sincerely, Dale E. Falcon General Engineering, Inc. 1t!!. • z��:::r�:s::�:::z+:a �eres�ss�e:s::s:i::i iia� �;- eN�t'�e:�:s:s::s:n. + ��! SSSSSS !SS:73L9:07: =�i�TiiF�E�2A+.f�t• ��1. '::L"..iiiii!iiGiiG�iR���SS!:�� 3�."..L:i�::iTiiiiwGii rill o •• rrHr• Yr��S! �_. s. ��r�r��wrri:::... iMrir. Nrri: ii�i��+� ='i =�I�������N_.7��. =.r •.rr.` 12/06/2006 14:47 FAX 818 842 3217 FLO- SYSTEMS 3601 Fairbanks Avenue, P.O. Box 6999, Kansas City, KS 66106 -0999 To: Falcon: General Engineering, Inc. Attn: Fax: 760 - 630 -3648 Re: Performance Curves for Approval Fairbanks Morse r� fo� .L i Ref: P .0.0501- 202R/Proj.088900/1819116 Date: December 1, 2006 ❑ information Only X Approval ❑ Review ❑ Per Your Request ❑ Comment PLEASE RETURN CURVE APPROVAL A- S-A -P- BY FAX TO 913 - 371 -2272, OR E- MAIL TO IRWATER.COM. THANK YOU IN ADVANCE FOR YOUR PROMPT RESPONSE. Cc: Kirt Dubois Carol Hampton File Z001/004 REQ ii EST FOR INFORMA 'ION NO. 027 DATE: 11/30/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: E5 -6; 12 -3 SPECIFICATION SECTION: 16722 - FIRE ALARM CONTROL SYSTEM QUESTION /PROBLEM: THE CONTRACT DRAWINGS DO NOT PROVIDE ANY REQUIREMENTS OR PROVISIONS FOR A FIRE ALARM CONTROL SYSTEM. IS A FIRE ALARM CONTROL SYSTEM DESIRED? PLEASE REVIEW AND PROVIDE DIRECTION PENDING DIRECTION ADDITONAL COSTS COULD BE INCURRED (FOR CONSTRUCTION MANAGER'S USE) DATE: December 4, 2006 REPLY /SOLUTION: No fire alarm control system is required as part of this project. Presently SEJPA does not think it is necessary to install a system right now. If, in the future, SEJPA feels it is necessary to have a fire alarm control system, SEJPA will have it installed after this project is complete, but it will not be part of this contract. DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 A � N CI L 1\1 2 0 RIC TRAP) A �BAROMET -------- --- - - '"iII _I . p 1 _—(N) 60 *60 NA y \� (N) PUMP M0TO AND BASE (TYP (RELOCATED) CHEMICAL STORAGE TANK (RE ,-OCATED) CHEMICAL MIXER r. - -- -(- CONCRETE CONCRETE o FD -1?-' CON TAWMEM TRAP PRIMERS u FILL EE NOTE 3) (N P ST o0 I _ coNNECTION RELOCATED) CHEMICAL m - - -� 71N7 LC -- STILE L RANSFER PUMP D _ W GSUMING -- O� -- 5 1/2 PW � -'{ � _ � RE GOATEE (E) EMERGENCY A I" PW (NOTE 7. - Y- � EYEWASH /SHOWER 4 4 1 1/4" PW (NOT[ I � 2 B VTI n RUE UNION BALL REIN VALVE SO X CONNECT TO 'E) WATER S ✓STEM - BACKFLOW PREVENTER - r I B VT 7 ppOFES$�, TKO. ciaoeT�' c DRQVVING NO M3 S -498 s j a SHEET 41 OF 68 IG NO. E NOTES: I FOR TYPICAL BOLLARD DETAIL SEE SHEET C4. CONTRACTOR TO FIELD VERIFY THE LOCATION AND DEPTH OF (E WATER SYSTEM AND CONNECT NEW WATER 1 112 "° WATER LINE TO EXISTING BACK FLOW PREVENTED FOR RELOCATED EMERGENCY EYEWASH /SHOWER AND NEW ODOR CONTROL SYSTEM. 3 PROVIDE TRAPS WITH PRIMER CONNECTIONS AT FLOOR DRAIN AND RUNNING TRAP VENT FIXTURES IN ACCORDANCE WITH THE UPC 4 VENT RISERS ARE SHOWN IN APPROXIMATE SIZES AND LOCATIONS THAT WILL ALLOW THE CONTRACTOR TO CONNECT ALL VENT PIPING TO A VENT RISER EXACT �OCATIONS OF THE RISERS TO BE DETERMINED BY CONTRACTOR RISERS TO BE SIZED AND LOCATED IN ACCORDANCE WITH 'HE UPC _ PROCESS PIPING WILL REQUIRE ENCASEMENT IN CONCRETE UNDER SLABS, REFER TO SPECIFICATION 1505D AND DETAIL 8/S2 PLUMBING PIPING SYSTEMS SHALL NOT BE CONCRETE ENCASED. 6 ALL VENT PIPING SHALL BE SLOPED FROM ODOR CONTROL UN T BACK TO WET WELLS AT A MINIMUM OF 1 /I6" PER FOOT 7 SUPPORT WATER PIPING WITH TYPE 73S SUPPORTS AS NEEDED OR CONTROL (VT) SYSTEM OS A CLASS I PRODUCT YING SYSTEM. CONVEYING NON- CORROSVE SEWAGE TO THE ODOR CONTROL SYSTEM (ODOR SCRUBBER) YSTEM IS IN COMPLIANCE W'TH CHAPTERS 5 AND 6 OF 001 CA_IFORNIA MECHANICA_ CODE TO THE PIPING SCHEDULE OF DRAWING C4 AND SECTION mn IF THE CONTRACT DOCUMEN -S FOR MATERIAL ICATIONS FOR THE PIPE AND DUCT CYSTEMS TO 'DRAWING M10 COB THE LAYOUT OF -HE HEATING AND Kennedy /Jenks Consultants ATION SYSTEMS. 16855 W. Bernardo Dive, Suite 360 San Diego, COlil —ia, 92127 (858)- 676 -3620 0487115.00 REVISIONS APPROVED DATE REFERENCES DI IF OF ENCINITAS �0'ECT N0 MOONLIGHT BEACH ' STATION REHABILITATION PROJECT _TJ �- PUMP STATION �'�o1N� ° °oF ITEMS rtMAT — PLAN AT EL. +24.00 I ppOFES$�, TKO. ciaoeT�' c DRQVVING NO M3 S -498 s j a SHEET 41 OF 68 IG NO. E Faicon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Dec 5, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Nov 28, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Copy of new permit posted on board by San Elijo — Ongoing • City to investigate site electrical following meeting • Future electrical inspection maybe conducted by building inspection department. Kennedy Jenks has provided all information to building department for permit. Still under review all requests for future inspection to be submitted through Kipp. Ongoing • City has requested a hose bib be installed at the odor control / containment area. Location to be field verified. Cost proposal to be submitted upon determination of location Ongoing • Full time masonry inspection not required. Inspection will be conducted by Chris L.Ongoing • New drain line in containment sump to be run out of side of sump Depth will very • Waiting on results from 14 day break to compare with low 7 day break • Falcon to submit an RFI for drain line for odor scrubber Construction Progress Me%Amg Page 2 • Falcon to submit RFI regarding fire alarm control systems • Falcon Submitted cost proposal for RFI # 23 & 24 • San Elijo indicated existing floor drain on lower level plugged. Falcon to investigate • Next meeting scheduled for Tue. 12/5/06 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead — RFI Status — RFI log attached • 27 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) 27 Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon Delays, Problems, Unusual Conditions - None New Business • Swing of bathroom door. • Expedite of instrumentation submittal # 78 • Response to RFI 26 required drain line from odor scrubber — Falcon to submit a cops proposal (drawing attached) Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS • 009 — COATING OV EXISITNG UV FACILITY FLOOR Open Discussion c O O O p51 p o 3. 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II 1 IR / Pry o j 1 1 j I 0 j i t CC w J yG� \ I 1 co � • _ __ �.. / V I ` a - i r r t - _m _f _ I � \ i w i - - W _ I i � 0 ST EET I 6 THIR R i z r -- v , t , - -i r , , i FE , ' I E r z U O TZ QQ > CO J n�Qa x QJwZ r ZC p ZOZ¢ 2 ZOa W�Q LL Oar �3a O� Kn Q N 0 w ouzz � Fw J d na o Q a m D a� Z= O o w � m N z pl 0 � Z W w w � ° w N � � W � Z O � � w Q a d a � w � Q a 9) Lt 4-) 0 ga w CL W w H9. J QI QI V) ~ U v ¢ w 2 > 1. -IR € -_� m«W�'sW °o Ip vi w C n yW.i n o M o C Nq d O r V *CM Q Y o� C O -m �3 m Y REQ -�, EST FOR INFORMA'-m ION NO. 025 DATE: 11/14/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: A8 SPECIFICATION SECTION: QUESTION/PROBLEM: DETAIL 7 ON CONTRACT DRAWING SHOWS THE 5/16" TRESPA WALL PANELS TO BE INSTALLED ON THE OUTSIDE TOP SURFACE FO THE BATROOM. THE BATROOM FAN /HEATER/LIGHT MOUNTS TO THIS SURFACE. WE ARE REQUESTING A DEVIATION TO INSTALL 5/8" T &G PLYWOOD AS REQUIRED ON DETAIL 6 "TOP OF SDGE ROOM " THIS REQUEST WOULD BE AT NO ADDITIONAL COST TO THE CITY (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - Request for Information No.: 025 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: Response 11/15/06 K/J Job No.: N/A A -8 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) The Contractor's suggestion to substitute T &G plywood for Trespa wall panel is acceptable. However, the detailing at the upper corner needs to stay consistent with detail 6/A8 so that the plywood is not visible from the side elevation.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. 4i; Respondent: Matt A. Tebbetts Signature: Company: Kennedy /Jenks Consultants Date: 11/15/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineerin Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. pAencinitas, city\0487115 -moonlight beach pMsection 13- construction 8 field work \13.09 rfi by contractor and responsestresponse to rfi 024.doc Request for Information and Response © KIJ January 2001 Kipp Hefner From: Corey Young [CoreyYoung @KennedyJenks.com] Sent: Friday, November 17, 2006 8:55 AM To: Kipp Hefner Cc: Matt Tebbetts Subject: FW: Questions on masonry wall and black vinyl chain link fencing. Kipp, Please see the response below from our structural engineer. I am still waiting for coordinate information and a response from Manual Oncina regarding the architectural details. I will forward this information to you as soon as I receive it. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 Sari Diego, CA 92127 Phone: 858- 676 -7505 Fay: 858- 676 -3625 - - - -- Original Message---- - From: Peter Symonds Sent: Friday, November 17, 2006 8:37 AM To: Corey Young Cc: Patrick Banning; Mike Marx Subject: RE: Questions on masonry wall and black vinyl chain link fencing. Corey We iDrovided dimensions for this in response to a masonry rebar submittal. I believe clarification letter # 7 addressed the issue of dimensions. The fence post embedment is specified in Detail 28 on sheet S14. The clarification also ind -cited this was to be used, and the contractor indicated that he would use the detail in riis shop drawings. The contractor submitted, and we favorably reviewed shop drawings addressing both of these iss,zes. Peter Symonds Senior Staff Engineer Kennedy /Jenks Consultants 622 Folsom Street Sari Francisco, CA 94107 (415) 243 -2485 Direct (41' -)) 896 -0999 Fax Pet,2rSymonds @KennedyJenks.com Original Message---- - From: Corey Young Sent: Friday, November 17, 2006 8:28 AM To: Mike Marx; Peter Symonds; Patrick Banning Sub `sect: FW: Questions on masonry wall and black vinyl chain link fencing. Larry, can you get coordinates and dimensions for the block wall and chain link fence per the email below (might want to call them out on Figure Cl). Patrick /Peter, can you help respond to the questions regarding the fence details for the structural and architectural drawings mentioned in the email below. 1 Thanks, Cory Young, P.E. Project Engineer Kenledy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858- 676 -3625 - - - -- Original Message ----- Frcm: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sen -: Thursday, November 16, 2006 5:10 PM To: Manuel Oncina; Matt Tebbetts; Corey Young Cc: Michael Thornton; Eric Raley; geopacifica @sbcglobal.net; Dale Winterquist Subject: Questions on masonry wall and black vinyl chain link fencing. Mate- and Manuel- I have a couple of quick questions on the proposed block wall around the pump station site and the black vinyl chain link fencing. First, if you go -o sheet Cl you see the proposed block wall and around the pump sta -ion site along with the black vinyl chain link fencing. However, there are no dimensions from the southwest, northwest, northeast, and southeast corner to the proposed chain link fencing. Furthermore, there are no coordinates at the corners of the chain link fences along the south, west, north, and east walls so there is no way to tie down where the chain link fencing is suppose to go. I went through the plans and could not find anything that tied down the chain link fencing exact location. There was also no indication how wide the chain link fencing will be along each wall. Can you please provide us with the information to tie down the location of each chain link fence segment and how wide each one is suppose to be? AIL -) you have some details for the chain link fence along the north wall only. Specifically Details 7 and 8 on sheet A7. You have an arrow poLiting to the chain link fence on Sheet Cl referring to Detail 6, on She,_�t 514, but this detail does not show the chain link fence. I am assuming that all chain link fencing posts gets embedded in the concrete stern wall for all chain link fences for the north, south, west, and east wal-s as is shown in detail 7 on Sheet A7 for the north wall only. Am I cor -ect on that? Even though this detail is for the chain link fence alo;ig north wall I am assuming that it applies for all chain link feri_.ing. I am also assuming at each opening for the chain link fence where we have the chain link fence posts embedded in the proposed con,rete stem wall that there is no masonry block on top of the concrete stern wall. The details for the free standing walls on Sheet S14 does not scow any of these details. Please let me know if my assumptions are cor: -e(t. The contractor will be digging the footings for the north and east- wall tomorrow, and will be installing the footing rebar next week. If ;ou can get me this information by next Monday I would greatly appreciate it. Thanks! PA Page 1 of 4 Kipp Hefner From: Kipp Hefner Sent: Wednesday, November 15, 2006 2:51 PM To: Dale Winterquist Cc: 'Michael Thornton'; 'Eric Raley'; geopacifica @sbcglobal.net Subject: FW: A couple of questions of the masonry pump building - Moonlight Beach Sewer Pump Station Dale- See e =mails below. The architect does not want to change the masonry block type for the pump building. He wants it exactly as it is shown on Sheet S -9 with both masonry block type 1 and masonry block type 2. Also in regards to the exposed cast in place concrete surface at the bottom of the pump building Section 3350 of the project specifications, Part 3.02, on pages 03350 -4 and 03350 -5 call for the entire concrete surface to be sandblasted with a No. 60 to No. 30 grit sand. That will be a sufficient treatment for the concrete so we don't have to do any other additional facing treatment on it. Please let me know if you have any questions. Thanks. From: Matt Tebbetts [ mailto :MattTebbetts @Kennedylenks.com] Sent: Wednesday, November 15, 2006 1:16 PM To: Kipp Hefner Cc: Corey Young Subject: FW: A couple of questions of the masonry pump building - Moonlight Beach Sewer Pump Station Hello Kipp Manuel has visited the site and his comments are noted below He believes the masonry units as specified work fine within the local community. The exposed portion of the poured concrete should be sandblasted as provided in the specifications. Let me know if you need additional information. Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858- 676 -7506 direct line 1'ax 858- 676 -3625 cc]] 858-335-6889 From: Corey Young Sent: Wednesday, November 15, 2006 8:30 AM To: Matt Tebbetts Cc: moncina @oncinaarc.com; Patrick Banning Subject: FW: A couple of questions of the masonry pump building - Moonlight Beach Sewer Pump Station FYI Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 11/15/2006 Page 2 of 4 Phone: 858-676-7505 Fax: 858- 676 -3625 From: Peter Symonds Sent: Wednesday, November 15, 2006 8:24 AM To: Corey Young Subject: RE: A couple of questions of the masonry pump building - Moonlight Beach Sewer Pump Station Corey, I thought we had specified in 03350 that the all exterior concrete receive a sandblast finish. "all exterior above grade concrete note intended to receive any other concrete finish or paint finish" you ought to be able to get this finish for no additional cost. These walls are the only reason we left the sandblast finish in the spec. Peter From: Corey Young Sent: Wednesday, November 15, 2006 8:16 AM To: Peter Symonds Subject: FW: A couple of questions of the masonry pump building - Moonlight Beach Sewer Pump Station Peter, Here are some pictures of the building being constructed. Thought you might wanted to see them. Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858- 676 -3625 From: Manuel Oncina [mailto:moncina @oncinaarc.com] Sent: Tuesday, November 14, 2006 7:04 PM To:, Matt Tebbetts; Patrick Banning Cc: Corey Young Subject: RE: A couple of questions of the masonry pump building - Moonlight Beach Sewer Pump Station Matt, i visited the site this afternoon and am enclosing some current photos. Prior to that, I consulted the drawings, reviewed our materials and called Gail Garbini, our landscape architect. I have found no reason to modify our current plan. The block colors and textures were decided upon after a careful cvaluation of the surrounding colors (ochres and pastels) and the available block colors from the manufacturer. It is my Opinion that the colors will not cause consternation to the community. If you recall, our design efforts concentrated on providing a facility that would integrate with a beach community, which is more eclectic and can assimilate more diversity of olor and texture. In addition, a quick look around the pump station will reveal that the colors of the surrounding apartment Iniildings have more pronounced colors (deeper hues) than the pump station. As you know the two colors proposed are tan ,ind a chocolate brown. The lower tier of the building is split face to "anchor" the building; a type of "rustication" as historically applied to buildings of old. The top tier (from the window sill to the underside of the roof) is done in smooth brown block to effectively "breakdown" the mass of the building and to provide a "shadow" effect from the overhang. This device also makes the wall more interesting visually. This treatment was adopted because of the loss of the curving roof, which would have created a visual "compression" of the building making it appear smaller than it is. It should also be noted chat the sample blocks were picked up from Kip's office last January. I can only assume that he had seen them at that time, Lind that he had no comment. 11/15/2006 Page 3 of 4 Me question of the concrete stem wall can be addressed from a couple of different angles. An inspection of the concrete in place shows that the pours were carefully executed and that approximately the top 2 feet were formed with a consistent snap - i ie pattern obviously done to expose the concrete as we intended. Our solution to this perceived problem consists of 1) usin­ landscaping to hide a portion of it (as originally intended). Gail has assured me that she will pick the most appropriate specimen to hide as much of the stem wall as possible and 2) sandblast the upper 2 -3 feet of the wall to obtain a heavy texture exposing the aggregate. The lower 2 -3 feet should be kept smooth to allow for proper sealing and protection board for the backfiII for the plant material. I recognize that the sandblasting would be considered an extra cost, but it was never our intention to treat that wall. In ,retrospect, we could have used colored concrete for the stem wall, but we never considered it because of obvious cost implications. I n summary, it is my opinion that the work is proceeding as planned and the Contractor is providing a good product. If the City desires to upgrade the design of the stem wall, I would highly recommend sandblasting it as described above. Please let me know if any further explanation is necessary as I will be happy to furnish it. Regards, AMMUL Manuel Oncina 'vIANUEL ONCINA ARCHITECTS. INC I I I (,a Jolla Blvd, L a Jolla, CA 92037 58/459.1221 F: 8581/459.1214 �vww.oncinaarc.com From: Matt Tebbetts [ mailto :MattTebbetts @KennedyJenks.com] Sent: Tuesday, November 14, 2006 11:39 AM To: Manuel Oncina; Patrick Banning Cc: Corey Young Subject: FW: A couple of questions of the masonry pump building - Moonlight Beach Sewer Pump Station Importance: High Manuel Here are a couple of questions from the City of Encinitas regarding the masonry block and treatment on the exposed reinforced concrete. Kipp is suggesting that you visit the site to help develop an approach to the concrete treatment. Can you visit the site? Thanks Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858- 676 -7506 direct line lax 858- 676 -3625 cell 858 -335 -6889 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Tuesday, November 14, 2006 11:27 AM To: Matt Tebbetts; Corey Young Cc: Michael Thornton; Eric Raley; geopacifica @sbcglobal.net; Dale Winterquist 11/15/2006 CERTIFICATE OF COMPLIANCE (Part 1 of 2) ENV -1 PROJECT NAME Moonlight Beach Pump Station - City of Encinitas DATE 9 Nov 2006 PROJECT ADDRFSS 'B' Street @ Third Street Building Permit# PRINCIPAL DESIGNER - ENVELOPE Juan Manuel.Oncina TELEPHONE 858- 459 -1221 DOCUMENTATION AUTHOR Zachary Harris TELEPHONE 415- 243 -2488 Checked by/Date Enforcement GENERAL INFORMATION DATE OF PLANS 20 May 2005 1 BUILDING CONDITIONED FLOOR AREA 2, 332 CLIMATE ZONE 7 . BUILDING TYPE Q NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ❑ HOTELIMOTEL GUEST ROOM PHASE OF CONSTRUCTION ER NEW CONSTRUCTION ❑ ADDITION ❑ ALTERATION Q UNCONDITIONED (file afRdaWq METHOD OF ENVELOPE ❑ COMPONENT ❑ OVERALL ENVELOPE ❑ PERFORMANCE COMPLIANCE STATEMENT OF COMPLIANCE This Certificate of Compliance lists the building. features and performance specifications need to comply with Title 24, Parts 1 and 6 of the Califomia Code of Regulations. This certificate applies only to building envelope requirements. The documentation preparer hereby certifies that the documentation is accurate and complete. DOCUMENTATION AUTHOR I SIGNATURE �� � 1 g DATE Nov 2006 J Zachary Harris �—� The Principal Envelope Designer hereby certifies that the proposedlbuilding design represented in this set of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the envelope requirements contained in sections 110, 116 through 118, and 140, 142, 143 or 149 of Title 24, Part 6. Please check one: 1 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or mechanical engineer, or I am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that 1 am a licensed contractor performing this work. ❑ I affirm that i am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Professions Code are Juan Manuel ° -Oncina ENVELOPE MANDATORY MEA( Indicate location on plans of Note Block I INSTRUCTIONS TO APPLICANT in full in the Nonresidential 10 Nov 20061 C -13996 For Detailed instructions on the use of this and all Energy Efciency Standards compliance forms, please refer to the Nonresidential Manual published by the California Energy Commission. ENV -1: Required on plans for all submittals. Part 2 may be incorporated in schedules on plans. ENV -2: Used for all submittals, choose appropriate form depending on method of envelope compliance. ENV -3: Optional. Use if default U-factors are not used. Choose appropriate farm for assembly U factor to be calculated. Nonresidential Compliance Fors August 2001 Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Nov. 14, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Nov 7, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • City to investigate electrical and plumbing inspection requirements. Inspection of electrical and plumbing under new slab was conducted by Chris Lillback • Future electrical inspection maybe conducted by building inspection department. All requests for future inspection to be submitted through Kipp. Ongoing • Water supply for existing water bibs on lower level to be tied into new 2" water line. No additional cost to the City • RFI to be submitted for the Tresba panels on top of bathroom ceiling • City has requested a hose bib be installed at the odor control / containment area. Location to be field verified. Cost proposal to be submitted upon determination of location Construction Progress Meeting Page 2 • Confirmation — Remote flow meter will be located on lower level as stated in response to RFI 023 • Next meeting scheduled for Tue. 11/14/06 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead — 41 Status — RFI log attached • 25 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) • 25 Outstanding Proposal/Changes /Claims — • Cost proposal to install cobble swale on east end of project — Falcon\ • Cost proposal for BFI's # 23 & 24 - Falcon • CP # 11; -City Delays, Problems, Unusual Conditions - None New Business • Inspection of masonry work — • Next meeting November 28 Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — NEW 16" PLUG VALVE • 007 - ADDITIONAL REINFORCING STEEL • 008 — WATER STOP @ PS WALLS Open Discussion D0 O � o0 r � O G) n PL cl C CL 0) CA °, i A N O O rn O z r m D 2 'O Cl) D O X m D W O -v O C- m n -i ^r l J O z G) m m U, Z m z G) Co O O O NC O Co O O O p. 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W N— O W W v M (n A W N -� O W W -1 N? � W N -' O �4c�z v M 0 v 0�< Z m 0 c g D v La r- O� x m x TH< v m� trl �Cn bd °° < r o r 0 W 'o m Gd CO G� >'t A ' A ' A a� <��HDT Dmmx 0umr- -j r- >m(Ai�rD- a to z���dny aa., r -0c rrrn 0 = ixxcvx 0� zomm0n :l " OOC� rro0C) z 0Ormn1-80Z*am0wr O z� O H m p z zza0t=ftn z a D Cz to m m y y 0 O� z n << d H ox m ax v z *mm0m<wk z m �-,r u) ro rE,,,�M,8,ba m �r�cnr� m zzm O 0 m 0 m 0 m --�'i r o M o0 M� O � o �c m z ci ro r� drri M CA m z r0 : D O (yj til H N Q D -Di to (� r h<7 H O y .. 0 O c m m z m z 0 x y H p 0 Tm m z m rx pp o D� G) xrn0Gl� O o O r --+ 0 0 0 0 J 0 J 0 O_ CO �_ �_ CA C\ W W �_ N_ N N J E` w W A W O O O O A CN7� A A 0 0 A O IQ W a 0 0 0 0 0 0 OO O Oo \o CA (\ O t` W+ 67 A A O N N N N N N CA j O -� N W N W N O N Co N W C) 0 Oo0o000o ro O O 000000 O O O o na� oo0 O O O a O o O O o) O C...n o a m rnrnrnrnrnrnCnrn rn rnrnrnrn0) Crnrnrn z -<- <zzz- <Zzzzz zzzzzz�Zzz -<zz � � OMMOOOMOOOOZOOOOOO�OOONOO�� Z� O 'n o o "o0 N N 0 z N N CA � z zt N m v m O O 0 CA CD CA O N W co CA N j < d n C7t C 'O N OA z tC W N O N ? O U1 O Q. O 7 w 7 O � Cn 0 CL 9-n Q r p � (D z Li AL m n-n to o n z =rrn ' Cl) G) — = z a o rn 1 � o �4c�z O +n REQUEST FOR INFORMA'YION NO. 025 DATE: 11/14/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: A8 SPECIFICATION SECTION: QUESTION/PROBLEM: DETAIL 7 ON CONTRACT DRAWING SHOWS THE 5/16" TRESPA WALL PANELS TO BE INSTALLED ON THE OUTSIDE TOP SURFACE FO THE BATROOM. THE BATROOM FAN/HEATER/LIGHT MOUNTS TO THIS SURFACE.WE ARE REQUESTING A DEVIATION TO INSTALL 5/8" T &G PLYWOOD AS REQUIRED ON DETAIL 6 "TOP OF SDGE ROOM " THIS REQUEST WOULD BE AT NO ADDITIONAL COST TO THE CITY (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager ' 1 - Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Nov. 07, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Oct 31, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • City to investigate electrical and plumbing inspection requirements. Inspection of electrical And plumbing under new slab was conducted by Chris Lillback • Future electrical inspection maybe conducted by building inspection department. All requests for future inspection to be submitted through Kipp • - Water supply for existing water bibs on lower level to be tied into new 2" water line • RFI to be submitted for the Tresba panels on top of bathroom ceiling • Discussion about new hose bib by odor control / containment area. Drawing indicate no bibs only relocated eyewash station • Next meeting scheduled for Tue. 11/07/06 e yto46 ess i o�stoG�,or G el, 4a ,.al ReView .eview of submittal log - progress of the W ork 4 week look ahead — • RFI log attached R� Status — date I submitted to received) • 24 to date response not rec '2'P FD subbed J �D (written Outstanding Clainls — None • proposaVChaug eS� outstanding ## 11; Unusual Conditions - None • Cp Delays, Problems') New Business level? ical tank`? will be installed on lower bber I them ] 023 & 024 Remote flow meter area of odor Scrubber responses to RF Ile City want a hose bib in sals to accomm . 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N O N Cil d n 'C N p (O CT C W A (O N -0 Z d 9 W N p N Cn d C. C 3 m m m 7 O (n cn cn 0 CL E 2) O r W C) n ,=^ (a O (D Z Pf ii■ -n (D M n y O n Z =rM 0 -� -v o c r■ m Cl) C) O Z o m r- M O ;u Z Y L Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Oct 31, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Oct. 24, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 —Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • City provided Falcon with detail sheet regarding RFI # 18. Additional horizontal bars to be installed to accommodate holes not drilled to design depth • City to investigate electrical and plumbing inspection requirements. • Next meeting scheduled for Tue. 10/31 Construction Progress Meeting Page 2 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead — RFI Status — RFI log attached • 24 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) • 22; 23 & 24; - Instrumentation Outstanding Proposal/Changes /Claims — None • CP #11;12 Delays, Problems, Unusual Conditions - None New Business • Water supply for existing hose bibs in lower levels. Contract does not address - RFI? • Drawing A8 detail 7 shows the trespa wall board to be on the outside top area of rest room. HVAC ducting & fans mounted on top. T &G plywood per detail 6 on A8 (SDGE room) appears to be more appropriate. RFI? • Electrical and plumbing inspection conducted by Chris Lillback as directed by the City Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion z_ w W z_ C9 w Q w w CD z O J Q U- V w 7 a Z O F- m w w r Z o 00 Q � m v~j O a a U W m F- J O E m 0 0 N 0 Q 0 0 R 13 3 V t6 V J J m D CO) W O w w O w w W w F- F- Z F- Z I~_- H _ F- m (n N N O t) s- N N co v V) v U) N v o¢ v U) v v'a "0 U) —° 3 v to c V y Z Q w Q Q w Z w Q Q g a 3 atS Q Q > c > z w > O> > w O > O (L) O O V O O O w> a a a a a a CL Y Y s IL a a a a a a w LL OU O= Z W a- Q LU w z z cn m cn d J li Z O ¢ J UU) J J ¢ U W z Z Z> w Q _ c O O V- w 0 W w z (� J �- LL F- F" Z U w ¢ w Q w w 2� w IL F- 0 U v w z to D O O „ Z Z Z u. g Z a CO W w O °d LLI W CO Z¢ J Z Z Q Z F- w ~- w w w w =¢ I O F- w O 0 U < w w 0 Z ���� M¢ Z�Q�(ZQ�� z O °� Z z z z m m a w z � Y= z } O O O w Q LL 2 Z � O F-� O w _O z Q z U U Z Z (n W W Q g p p O U U F- !A fn F- J U O O w w w p p W ti z 2 a 2 u- ¢¢_¢¢ Z O 0> p d z z~ 1 7 F- H Z Z w 0 U_i p W F- w z 9 W W Ft Q z co ¢¢ g � w a w w QQ = U w w O O FW- w 0 F- W cn F- O a. 0-1 W p U <1 wl W- 0101 0 0 0 w 0 w 2¢0� 0 y O O N R O O Cn 21 In w CO co CO w co CO co CO CO CD co CD co co co O co 0 0 0 0 0 0 0 0 O d 0 O O O O O O O O O O O Cl O O O N O C) O O N O N O O 'd ¢ Cl N O O N N N N N N N N O N O N 'ct N� CO N N Z N N N N LO CO � CO � CO -- O r r M ' M tt N L] M O O CA T- ti N T- -- CO CO CO M � M � Cn M c- tp Q M O O O w t) N M j O r r p CO co O co CO co co CD O 0 CD 0 co CD co CD to CD CD O CD 0 O CD d O C) O O O O Cl O O O O O O O O O Co O O O Cl O O O Cl O m O O N O N N O N Cl N O ¢ O N O N N O N O O N O O N O N O N N O O O N O O O Cl O N N N N N N Q Cq N N N N N Q N M CO 00 CA N Z In O CD M r N CO 00 to � h r� r o0 � LO O N N M N N � N N� cn M .- 00 � M co M co � 0) � ti � LO lC) I `� .- 4 N 4 M � co 0 O O O O Co In O O O N O O O O O O O O O O O O It O d 'It CA LO LO In co co O M T- N O O O O O O V) N ti O T- M O N LO V co T- T- - CO - O O M CD w w m> N N M M M M N N T- CO LO ti � d N N N N N N N p Cl) M M M M M It It O CC) V) Ct) In CD y O O O O O O O O O O O O O O O O O O O O O O O O O � N r Q Q N M '4 O ti 00 O O r N 0 0 0 N O LO O ti 0 0 0 r N M �Z O r 0 0 0 0 �p O O O r r r i 4 0 4 r r r r 0 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 M M � 0 0 0 M O 0 rn O r r r r r N r 0 W m N a D W > O w IL CL M C C z v D W m N Q D W > O w a a D W m N Q D W >> O w a a O W m N a D W O w a a 0 W 0 z N Z O W w R 0 D W Y a 0 W 0 z N Z O W m OC 0 U W Y a 0 W 0 z N Z O W w 0 U W Y a Q # c d 0 0 W F- O Z N Z O W M 12 O U W Y a O W r m = N Q D W > O a a O W .. 00 z N Z O W m w O D W Y a D W ( . z N Z O W w w' O U W Y a M � c d D W F.. 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Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Subject: Cost Proposal 012 Gentlemen, Document No. 0501 -A -022 We are here -by submitting our supply and install Adeka UltraSeal MC-21M waterstop around the perimeter walls of the new pump station If you have any questions, please feel free to me at (760) 630 -9570 ext 202 TOTAL COST CP 012: Sincerely, Dale E. e?qdist President Falcon General Engineering, Inc. $ 2,403.42 ml, CU _ - Irlo � I� W C Q pO v' cn I O o Z o o WI C O - O rIKIK�D D ( X 0'O O z X M X m (n - -0 D O c c c X cn T -V T 0 —q CD �� �z'z z zl m CD c D O co °�W � D o O'ooj TI �' ol►,, CL Zim C7, �zo rn'� CD � D' o n C7 DI �i-zq Z,2 G7 o D p' m IC m o� D m v rni A Zjp c D in c 3 Z I r 0 j o O o r2 N oO CO w c°n ° cn (a N co co A {a r (D W v N- AL zA 0m c �D 1 �4- z� CL to co r sy ca 0 N rr C) w w N D . – w r -� I c Z � CO) � I 0 0 0 0 0 -� 0 o D I G- r .i En fA 69 (A tn VI Gn 104 vi N N O N a is co \ C) .p cn w - CO D > N W V 91 p v W 4 N r O N co CO co V iN V N W � •r, N CTS SCI Cl7 T E_ � � c ,� � mro �53��•'�; �v r z 2 v :`O 3 W a 7 yCCC p TQ T Caa SrE °� SE_Z 9 � i 37 r a• -• w �$ H ^ z j Oro o a 2° MO Oro °�� a Noa ��i• m .�. ran 6 a PI w oro. a m = n to m ao ,T-r rr° prou O C w Z Q 3 m � n m m Nit cn < D ° d m 9b CD m� /\ �l �• cu w 4L, m Tm ro O r !-0 a R ^ 7 Cr IML m�7 @ @ m x CT. Co Z. X ; M i a ml T (p m r LD 0 TI ei rc f � � ..- r`y:i m ai v + : ^ J� ® py R 9 @ .s" O-1 rr —m c Ln -n cn r+i r a � 2 .a a mm en � 4 I� W ITt � m m m �a z l O-4 v —mm 1 C UI -n (n ro P a a m w +-O G7 �fl m w zC R� 1 !r ° 0 '3 s zz O t: >x° me 99 QV V 4O 4 T To Whom b May Concern: K is a requirement of employment by the San E]' Joint Powers Authority (SEJPA) for the positions of Wastewater Operator, Mechanic or Electrician, that the employee must be an able body and have the "ability bo sit, otand, vvo|k, knee|, crouch, abzno, squat, crawl, twist, climb, push, pull, lift 75 lbs., distinguish color, and wear protective apparel; exposure to oo|d, haat, noise, oubdooro, vibraton, confining work space, chenmioahn, explosive nnmbaria|n, mechanical hazardo, electrical hazardm, toxic substances, foul odona, vmamtevxabar, o|udge, gff|uenta, bmctgha, virusas, and traffic hazards; ability to travel to different sites and locations; availability for shift vvorh, nn-omU, standby and emergency call. " Each operator, mechanic and electrician must pass a physical that verifies the ability to perform these tasks prior bo being employed bv the SEJPA. The GEJPA operahors, maintenance and electrical staff not only perform their duties at the San B'oVVebar Reclamation facility but also provide operations and maintenance service bo pump stations for the cities of Encinitas and Solana Beach. Sincerely yours, SAN EL|JQ JOINT POWERS AUTHORITY General Manager ^(760) raoouoo/noo 753-5935 FAX REQ u EST FOR INFORMA Y ION NO. 018 Revision 1 DATE: 10/10/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: S -8 SPECIFICATION SECTION: QUESTION /PROBLEM: DURING THE DRILLING OF THE TOP OF THE EXISITNG PUMP STATION, TO ACCOMMODATE THE 1NSTALLTION OF THE VERTICAL BARS TO BE EPDXIED IN- PLACE, WE HAVE ENCOUNTERED LOCATIONS WHERE EXISTING REINFORCING STEEL WILL NOT ALLOW US TO REACH THE SPECIFIED 13.5" EMBEDMENT BEING THE NEW WALL IS ONLY 8" WIDE, AND THE NEW # 7 BARS ARE DOUBLE @ 6" ON CENTER THERE IS MINIMAL ROOM FOR VARIATION. WE ARE CURRENTLY GETTING APROX 65% OF THE HOLE TO THE DEPTH OF13.5 ". THE HOLES WHICH ARE HITTING EXISTING REINFORCING STEEL ARE DRILLED TO APROX 4 "- 6 "DEEP WILL THIS EMBEDMENT BE ACEPTABLE? DATE: 10/11/06 (FOR CONSTRUCTION MANAGER'S USE) REPLY /SOLUTION: We take no exception to the use of the shorter holes shown in the Contractor's diagram under the following conditions: - Dowels embedded in the shorter holes shall be embedded using an adhesive anchorage product rated to embed #7 bars with an embedment length of 4" to at least 15 kips (assuming 4000 psi concrete) one such product is the Hilti HIT HY 150 adhesive anchorage system. -Prior to placing concrete, contractor shall provide additional horizontal steel as shown in the attatched figure. This steel shall be additional steel in the existing mats, spaced evenly between the existing horizontal bars between EL. 21.00 and 23.00. DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager _ 1 _ FW: RFI 18 Follow Up MBPS Kipp Hefner From: Matt Tebbetts [MattTebbetts @KennedyJenks.com] Sent: Tuesday, October 24, 2006 1:55 PM To: Kipp Hefner Subject: FW: RFI 18 Follow Up MBPS Attachments: 018- DRILLING FOR DOWELS - revision 1.doc Kipp Here's our structural engineer's responses. We'll issue a signed copy tomorrow. Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858- 676 -7506 direct line lax 858- 676 -3625 cell 858- 335 -6889 From: Peter Symonds Sent: Tuesday, October 24, 2006 1:50 PM To: Matt Tebbetts Cc: Corey Young Subject: RE: RFI 18 Follow Up MBPS Matt, i have revised the response in accordance with question 1 and 3. I have copied the questions below to respond: Page 1 of 6 1. The structural engineer shows two #4 horizontal bars running along both the north wall and the south wall. How far up the wall from the finished floor should those bars be placed? These bars shall be placed as stated in the revised response, below the finished floor, but above the existing structure, as additional bars in the existing mats of steel. 2. The structural engineer shows the two #4 bars along the south wall to be placed at the "outside face ". Shouldn't those horizontal bars be placed between the proposed vertical bars? If the horizontal bars are placed outside the vertical bars there will not be enough cover between the horizontal bars and the outside face of the wall. I his designation is merely meant to state that the bars shall be placed in the south gnat of the south wall, in line with the existing horizontal steel. They are not to be outside the vertical bars but are to be on the outside face (The south face) of the wall. They are additional bars in the existing outside mat. This has been clarified in the response. 3. The structural engineer also shows the # 4 horizontal bars in the south wall continuing into the east wall. How far into the east wall should those two #4 horizontal bars extend? This is shown in the revised diagram. 10/26/2006 FW: RFI 18 Follow Up MBPS Page 2 of 6 4. The structural engineer shows the two #4 bars in the north wall only extending 21 feet from the northwest corner of the building. The overall length of the wall is 48 feet 8 inches. With so many drilled holes being only 3 inches beyond the termination of the two #4 horizontal bars shouldn't those # 4 bars extend farther down the north wall? The other bars which do not reach full depth are sufficiently scattered that the loss off strength does not make the wall strength deficient. The areas of deficiency were found only where there were significant (generally 3- 4 or more) shallow holes in the same face of the wall in a row, otherwise, the adjacent overstrength in the wall was able to absorb the extra loading. Additionally, the 90 degree standard hook is properly shown and detailed. A 90 degree hook is acceptable in this wall so long as it is developed in the confined core of the wall (the bar hooks into the wall at or between the mats of steel) 90, 135 and 180 degree hooks are all "standard" hooks. From: Matt Tebbetts Sent: Tuesday, October 24, 2006 12:37 PM To: Peter Symonds Cc: Corey Young Subject: FW: RFI 18 Follow Up MBPS Peter Some questions from Encinitas Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858- 676 -7506 direct line tax 858- 676 -3625 cell 858- 335 -6889 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Tuesday, October 24, 2006 12:10 PM To: Matt Tebbetts Cc: Dale Winterquist; geopacifica @sbcglobal.net; Eric Raley; Michael Thornton Subject: RE: RFI 18 Follow Up MBPS Matt- Did you get my e-mail with a list of questions in it? This new detail does not address a couple of those questions. Here is the questions that were in that e-mail: 5. The structural engineer shows two #4 horizontal bars running. along both the north wall and the south wall. How far up the wall from the finished floor should those bars be placed? 6. The structural engineer shows the two #4 bars along the south wall to be placed at the "outside face ". Shouldn't those horizontal bars be placed between the proposed vertical bars? If the horizontal bars are placed outside the vertical bars there will not be enough cover between the horizontal bars and the outside face of the wall. 7. The structural engineer also shows the # 4 horizontal bars in the south wall continuing into the east wall. 10/26/2006 FW: RFI 18 Follow Up MBPS Page 3 of 6 How far into the east wall should those two #4 horizontal bars extend? 8. The structural engineer shows the two #4 bars in the north wall only extending 21 feet from the northwest corner of the building. The overall length of the wall is 48 feet 8 inches. With so many drilled holes being only 3 inches beyond the termination of the two #4 horizontal bars shouldn't those # 4 bars extend farther down the north wall? If you can get me the answers regarding Question #1, Question #2, and Question #4 sometime this afternoon I would greatly appreciate it. Thanks! From: Matt Tebbetts [ mailto :MattTebbetts @KennedyJenks.com] Sent: Tuesday, October 24, 2006 12:00 PM To: Kipp Hefner Subject: FW: RFI 18 Follow Up MBPS Does this help? Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858 -676 -7506 direct line fax 858- 676 -3625 cell 858- 335 -6889 From: Peter Symonds Sent: Tuesday, October 24, 2006 10:42 AM To: Matt Tebbetts Cc: Corey Young Subject: RE: RFI 18 Follow Up MBPS Matt, Here's a revised figure clarifying those two points. Peter From: Matt Tebbetts Sent: Tuesday, October 24, 2006 10:06 AM To: Peter Symonds Subject: RE: RFI 18 Follow Up MBPS Peter The figure is not clear on reinforcement size and dimensions. Can you reissue the figure with more clarity? I heard from the client this morning that the east wall bar size and the lengths at the corners are not clear to them. Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858- 676 -7506 direct line 10/26/2006 FW: RFI 18 Follow Up MBPS 1-ax 858 -676 -3625 cell 858 -335 -6889 From: Peter Symonds Sent: Tuesday, October 24, 2006 8:15 AM To: Matt Tebbetts Cc: Corey Young Subject: RE: RFI 18 Follow Up MBPS Matt, Corey has the figure already, and here's the revised RFI response form. -Peter From: Matt Tebbetts Sent: Monday, October 23, 2006 5:53 PM To: Peter Symonds Cc: Corey Young Subject: FW: RFI 18 Follow Up MBPS Peter Can you be sure to provide Corey the exhibit he needs per below? Thanks Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 6855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858 -676 -7506 direct line 1 =ax 858- 676 -3625 cell 858- 335 -6889 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Monday, October 23, 2006 5:29 PM To: Corey Young; Matt Tebbetts Cc: Dale Winterquist; geopacifica @sbcglobal.net; Michael Thornton; Eric Raley Subject: RE: RFI 18 Follow Up MBPS Corey- Page 4 of 6 Thanks for the info. Can you please send me a formal response in letter form with an exhibit attached to it once you get back in the office on Wednesday? Thanks! From: Corey Young [ mailto :CoreyYoung @Kennedy3enks.com] Sent: Monday, October 23, 2006 5:08 PM To: Kipp Hefner Cc: Matt Tebbetts; Peter Symonds 10/26/2006 FW: RFI 18 Follow Up MBPS Subject: FW: RFI 18 Follow Up MBPS Kipp, Page 5 of 6 Below (and attached) is an informal response for discussion to RFI 18. Please share this information with Falcon Engineering. I will be out of the office tomorrow, so if you have any questions /comments, please contact Matt Tebbetts via email (he will be in our Irvine office tomorrow, but will be checking emails). I will be back in the office on Wednesday. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858 - 676 -7505 Fax: 858- 676 -3625 From: Peter Symonds Sent: Friday, October 20, 2006 2:45 PM To: Corey Young Subject: RFI 18 Follow Up MBPS Corey, So I looked over their diagram and there are two problem areas: the North wall near the west end and the south wall near the east end. Rather than try to dowel in more bars, we've decided to strengthen the wall in horizontal bending so that it can spread the load out areas where we have more capacity. I've indicated two extra bars (so there will be #4 bars at 6" horizontally) on the inside and outside face of the north wall and on the outside face of the south wall. The diagram indicates the lengths and placement of the bars. «pd s 1 _20061020143355. pdf>> Thanks, Peter Symonds Senior Staff Engineer Kennedy /Jenks Consultants 10/26/2006 FW: RFI 18 Follow Up MBPS 622 Folsom Street San Francisco, CA 94107 (415) 243 -2485 Direct (415) 896 -0999 Fax PeterSymonds @KennedyJenks.com 10/26/2006 Page 6 of 6 REQUEST FOR INFORMA Y'ION NO. 018 DATE: 10/10/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: S -8 SPECIFICATION SECTION: QUESTION/PROBLEM: DURING THE DRILLING OF THE TOP OF THE EXISITNG PUMP STATION, TO ACCOMMODATE THE INSTALLTION OF THE VERTICAL BARS TO BE EPDXIED IN- PLACE, WE HAVE ENCOUNTERED LOCATIONS WHERE EXISTING REINFORCING STEEL WILL NOT ALLOW US TO REACH THE SPECIFIED 13.5" EMBEDMENT BEING THE NEW WALL IS ONLY 8" WIDE, AND THE NEW # 7 BARS ARE DOUBLE @ 6" ON CENTER THERE IS MINIMAL ROOM FOR VARIATION. WE ARE CURRENTLY GETTING APROX 65% OF THE HOLE TO THE DEPTH OF13.5 ". THE HOLES WHICH ARE HITTING EXISTING REINFORCING STEEL ARE DRILLED TO APROX 4 "- 6 "DEEP WILL THIS EMBEDNENT BE ACEPTABLE? (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - Request for Information No.: 018 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: Response 10/25/06 K/J Job No.: N/A S -8 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) We take no exception to the use of the shorter holes shown in the Contractor's diagram under the following conditions: (1) Dowels embedded in the shorter holes shall be embedded using an adhesive anchorage product rated to embed #7 bars with an embedment length of 4" to at least 15 kips (assuming 4000 psi concrete) one such product is the Hilti HIT HY 150 adhesive anchorage system. (2) Prior to placing concrete, contractor shall provide additional horizontal steel as shown in the attatched figure. This steel shall be additional steel in the existing mats, spaced evenly between the existing horizontal bars between EL. 21.00 and 23.00... If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. �"7 Respondent: Matt A. Tebbetts Signature: Company: Kennedy /Jenks Consultants Date: 10/25O6 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased []unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: Days. Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X pAencinitas, city\0487115 - moonlight beach pslsection 13- construction & field work113.09 rfi by contractor and responses\response to rfi 018_ rev _1.doc Request for Information and Response 0 K/J January 2001 REQUEST FOR INFORMATION NO. 022 DATE: 10/23/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: SPECIFICATION SECTION: QUESTION/PROBLEM: ATTACHED, PLEASE FIND NORTH AMERICAN INDUSTRY TECH REQUEST FOR CLARIFICATION RFI # 1 (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager " 1 " North American ,INDUSTRY „s,N E'er TECH 941 Orange Ave #613, San Dlep CaMbMia, 92118 ph (619) 5224222, fax (619) 522 -9288, E -ma8 conftbWndyteeh.net Date: October 19, 2006 From: John T. Dahlke Title: Systems Analyst To: Dave Pitts Title: Project Manager, Moonlight Beach Pump Station Rehabilitation Project Subject: Request for Clarifications for subject Submittals A. North American Industry Tech is nearing completion of Submittals for the Moonlight Beach Pump Station Rehabilitation Project. In an effort to expedite the Submittal approval process, we request the following clarifications to the Specifications. B. pilot Devices on Control Panel (CP -1) Door: Request clarification of the switches required on panel CP -1. Request clarification of source of Input for cluster pilot lights. Request a modified layout drawing for panel CP -1 reflecting desired arrangement of switches, pilot lights, relays, etc. The following information is provided regarding these questions: �1. Specification Drawing 13 (Control Panel Details), Detail 1 (Front Door), shows (6) 3- position switches and (6) cluster pilot lights for each of the following: (1) Sewage Pump No.1 (4) Air Compressor No. 1 (2) Sewage Pump No. 2 (5) Dry Pit Supply Fan (3) Sewage Pump No. 3 (6) Dry Pit Exhaust Fan 2. Variable Frequency Drive, Diagram 2 on Drawing E7 (Electrical Elementary Diagrams), does NOT show a remote 3- position switch as being required for the sewage pumps. 3. Air Compressor and Fan Control, Diagram 3 on Drawing E7 (Electrical Elementary Diagrams), does NOT show remote 3- position switches as being required on parcel CP4. 4. Chemical Pump (CaOH) Control, Diagram 9 on Drawing E7 (Electrical Elementary Diagrams), does show a 3- position H-O-R switch on CP -1. This is NOT SHOWN on Drawing 13. 5. Cluster Pilot Lights on panel CP -1 Indicate Run, Stop, and Fail status for each of the above equipment The equipment control circuit diagrams on Drawing E7 show only one input for each status to panel CP -1 (for PLC discrete input). a. For one input to be utilized reliably by both the PLC and the cluster lights, a relay will be required for EACH status light, for a total of 18 relays. This can be reduced to 12 relays if contacts on the same relay are used for Run OR Stop status. b. These required relays will occupy considerably more space In panel CP -1 than allocated In Drawing 13 (Control Panel Details). C. PLC 110 and Wiring Terminals Request verification of the UO, and a modified CPA panel layout to accommodate the required VO wiring terminals. The following is information Is provided: 1. PLC Block Diagram, detail 2 on Drawing 13 (Control Panel Details), shows a 10 -slot 110 chassis, with a small number of 110 modules. Additionally, Specification Section 17330, paragraph 2.01C.4 (VO Chassis), also specifies a 10 -slot 110 chassis. 2. The following PLC requirements have been identified: DO DI Al AO a. Section 17330, para. 3.03E (UO Schedule) 47 8 4 1 0 2 11 10 b. Section 17330, Control Strategy 4.1 (AutoDialer) 0 0 1 c. Loss of Level Signal (Subm. Pressure Transducers) 0 6 22 Total # 110 Used: 48 8 12 2 1 5 d. Section 17330, part 2.01C.3 (25% Spare capacity) 60 10 7 27 Total # 110 Required: e. Section 17330, para. 2.02A (Typical PLC Equipment) 8 6 8 Available I/O per module: 16 2 7 3 # Required modules: 4 Total # 110 Provided: 64 16 8 24 f. Total # I/O Slots required: 10 3. Based on the above, we plan to submit a 13 -slot 1/0 chassis, which will provide 2 spare slots. Size of the chassis does not appear to be an issue in panel C134. However, the (10) digital and analog Wiring Terminals for the VO modules will require a linear length of 38 Inches in panel CP -1, which will occupy the entire length of the left row as shown in Detail 1 (CP -1 Panel Elevation) of Drawing 13 (Control Panel Details). D. Industrial Computer Request clarification of the type of connectors, and desired location for CPA enclosure penetrations for UPS - protected 120VAC power and the ethernet cable for hookup to the desktop computer. The following Is Information is provided regarding this question: 1. Drawing 13 (Control Panel Details) shows a 19" Industrial PC / HMI mounted on the CP -1 Door. 2. Specification Section 17330, paragraph 2.01C.7. (HMI) specifies on industrial computer with 194nch color LCD screen, 30GB hard disk, 256 MB of RAM, 4 USB ports, and keypad for versatile programming. 3. SEJPA has provided a computer specification, upon our request, for a desktop computer with a 174nch flat panel monitor. This will be included in our submittal, and will remove the HMI screen from the door of panel CP -1. 4. The desktop computer should be placed on a desk in close proximity to the CP -1 panel. 5. Power for the desktop computer should be supplied from the CPA UPS. 6. Connectors for computer hookups need to be on the same side of the enclosure as the desk where the desktop computer will be located. E. Level Sensors We have received verbal and /or written authorization for changes to the Specification Section 17140 for level Indications. Request verification of these changes for incorporation Into our submittal. The following is information regarding this question: 1. The Ultrasonic Type Sensor of paragraph 2.01 will be substituted with (2) submersible pressure transducers. a. An enclosure (with breather) will be provided at the same location as LITA 01 and LIT -102, and will provide the following for each transducer. (1) a Digital level display, (2) an ISB, and (3) an Aneroid Bellows for the instrument vent tube. b. PLC programming will be added for a Loss of Transducer Level Signal, which will change level control to the backup tansducer. c. An alarm will be added for Loss of transducer Level Signal, with indication provided on the HMI, and output from the Autodialer for remote notification. 2. The Radar Type Sensor of paragraph 2.03 will be substituted with a loop- powered Rosemount 1151 DP differential pressure transmitter. If you have any questions or comments, please feel free to give me a call at the office at (619) 522 -9222, or on my cellular phone at (714) 719 -2029. Best Regards � John T. Dahlke Systems Analyst, NAIT Inc. Request for Information No.: 022 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: 10/25/06 KIJ Job No.: N/A Project Name: N/A Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Response Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ❑ Rejected, Resubmit (RR) ® Make Corrections Noted (MCN) ❑ Returned Without Review (NR) ❑ Amend and Resubmit (A &R) memarKs See attached for responses.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. Respondent: Matt A. Tebbetts Signature: Company: Kennedy /Jenks Consultants Dat 410d5/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased []decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: Days. VVIIIIIIGIIl.7 Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X plencinitas, city10487115 -moonlight beach pslsection 13-construction 8 field work113.09 rfi by contractor and responseslresponse to rfi 022.doc Request for Information and Response © KIJ January 2001 Response to RFI -22 B. Pilot switches and lights on CP -1 are not required since VFDs are located in same lineup as CP1. C. The use of a 13 -slot chassis in lieu of the 10 -slot chassis is acceptable. D. The use of a desktop in lieu of an industrial panel mounted computer is acceptable. Revise control panel accordingly. E. The following items response are : • Pressure transducer substitution with proposed programming to detect failure is acceptable. Note that these transducers shall be explosion proof rated for Class 1 Division 1. • For differential pressure transmitter to replace the radar sensor, it is unclear how this unit could be installed with out plugging the ports. Submit on the type of transmitter and installation method as part of the submittal. REQL EST FOR INFORMA ION NO. 023 DATE: 10/24/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: E1 -8 SPECIFICATION SECTION: QUESTION /PROBLEM: THE CONTRACT DRAWINGS DO NOT PROVIDE ANY INFORMATION ON THE DESIRED LOCATION OF THE NEW REMOTE FLOW METER READ OUT; AND THERE ARE NO PROVISIONS TO PROVIDE A SOUCE OF ELECTRICAL POWER TO THE FLOW METER. PLEASE REVIEW AND PROVIDE CLARIFICATION PENDING DIRECTION, ADDITONAL COSTS COULD BE INCURRED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 Request for Information No.: 023 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: 10/25/06 K/J Job No.: N/A E1 -8 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2of2 Response Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ❑ Rejected, Resubmit (RR) ® Make Corrections Noted (MCN) ❑ Returned Without Review (NR) ❑ Amend and Resubmit (A &R) Mull 1101 n� Flow transmitter shall be mounted on the Northern wall at the Bottom Level near stairway below Fixture X Shown on E -5. The transmitter shall use spare circuit A -23 using 3/4"c - 2 #12 & #12 GND conductors. In addition a WC -2TSP from transmitter to PLC will also be required.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 orking days of receipt. �� Respondent: Matt A. Tebbetts Signature: Company: Kennedy /Jenks Consultants Date: 10/25/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by NVIIIIIIVUI&� Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. p:\encinitas, cityk0487115 - moonlight beach pslsection 13-construction & field worW3.09 rfi by contractor and responses\response to rfi 023.doc Request for Information and Response 0 KIJ January 2001 REQL -e-:ST FOR INFORMA'-k SON NO. 024 DATE: 10/24/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: E1 -8 SPECIFICATION SECTION: QUESTION /PROBLEM: THE CONTRACT DRAWINGS DO NOT PROVIDE ANY PROVISIONS TO PROVIDE POWER TO THE EXISITNG MONORAIL SYSTEM ON THE LOWER LEVEL. IS IT INTENDED TO ABANDON THIS MONORAIL? PLEASE REVIEW AND PROVIDE CLARIFICATION PENDING DIRECTION, ADDITONAL COSTS COULD BE INCURRED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 Request for Information No.: 024 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: 10/25/06 K/J Job No.: N/A E1 -8 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Response Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) 0n rlrC ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) Existing monorail shall be powered from new MCC. Use existing 20A spare circuit breaker and provide proper label. Provide % "C- 3 #2 and #12 GND from MCC to Monorail.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within working days of receipt. Respondent: Matt A. Tebbetts Signature: lk,," Company: Kennedy /Jenks Consultants Date: 10/ /06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: Days. Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X pAencinitas, city10487115 - moonlight beach pslsection 13- construction 8 field work113.09 rfi by contractor and responsestresponse to rfi 024.doc Request for Information and Response © K/J January 2001 FIELD REPORT TO al� SUMMARY OF INSPECTION. RECOMMENDATIONS: SIGNATURE OPIES TO: GEOPACIRCA GEOTIECEMCAL CONSULTANTS TEL: (760) 721-5488 FAX: (760) 721-5539 3060 INDUSTRY ST., SUITE 105 OCEANSIDE, CA 92054 ` FIELD REPORT TO- SUMMARY OF INSPECTION: DATE LOCATION WEATHER TEMP. RECOMK4END/T|ONS: ' GEOPACMCA SIGNATURE GEOTECBNICAL CONSULTANTS TEL: (760) 721-5488 FAX: (760) 721-5539 OPIES TO: 3060 INDUSTRY ST., SUITE 105 OCEANSDE'CAP2OS4 EsGiI Corporation Z, In Partnership with Government for Building Safety DATE: 5/4/05 O APPLICANT C_-JU�- JURISDICTION: Encinitas �❑ PLAN REVIEWER ❑ FILE PLAN CHECK NO.: 05 -355 SET: II PR(J CT ADDRESS: 301 3rd St. PROJE T NAME: Moonlight Beach Pump Station ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. E The check list transmitted herewith is for your information. The plans are being held at Esgil Corporation until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. The applicant's copy of the check list has been sent to: Kipp Hefner 505 S. Vulcan Ave., Encinitas, CA 92024 ❑ Esgil Corporation staff did not advise the applicant that the. plan check has been completed. Esgil Corporation staff did advise the applicant that the plan check has been completed. Person contacted: Kipp Hefner Date contacted: 5_/ / ��05 (byy� Mail VTlephone i/Fax t/In Person ❑ REMARKS: rV�) By: Chuck Mendenhall Esgil Corporation EGA O MB ❑ EJ ❑ PC Telephone #: (760) 633 -2775 Fax #: (760) 633 -2818 Enclosures: 4/28/05 trnsmtl.dot 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560 -1468 ♦ Fax (858) 560 -1576 Encinitas 05 -355 5/4/05 NOTE: The items listed belaw are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold are current. 1. Please make all corrections on the originals and submit two new complete sets of prints, to: Esgil Corporation, 9320 Chesapeake Drive, Suite 208, San Diego, California 92123, (858) 560 -1468. 2. Provide a statement on the Title Sheet of the plans that this project shall comply with the 2001 edition of the California Building Code (Title 24), which adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 1999 NEC. Nothing listed on the plans. 3. Provide a_note on the plans indicating whether any hazardous materials will be stored and /or used within the building which exceed the quantities listed in UBC Tables 3 -D and 3 -E. No information was provided and nothing listed o.n 'the plans. 4. All sheets of the plans are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. Business and Professions Code. The response was that the architect will sign the plans. All sheets of the plans must be signed by the engineer or architect assuming design responsibility, Structural ,civil, electrical and mechanical. DISABLED ACCESS REVIEW LIST DEPARTMENT OF STATE ARCHITECT TITLE 24 12. The request for exemption is based on the fact that the facility contains only mech & electrical equipment for wastewater pumping. The request for exemption further states that only occasional employees use the facility to monitor and maintain the equipment. There is no full time staff or public in the facility. The disabled access standards apply to both the public and employees. Where employees work disabled access is required, whether full time or part time. However, if the employees that use the facility are required by job description to be able bodied and have no disability for safety purposes the facility is exempt from Title 24 disabled access. Provide a written statement from the director of the facility regarding the job description of the employees that will be working within the facility. Encinitas 05 -355 5/4/05 PLUMBING AND MECHANICAL CORRECTIONS ♦ JURISDICTION: Encinitas DATE: 515105 ♦ PLAN REVIEW NUMBER: 05 -355 SET: II PLAN REVIEWER: Glen Adamek 1. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, before the permits are issued. Business and Professions Code. 3. No response provided? Provide data on proposed hazardous material to be stored and used. UBC, Section 307 and UFC. • A) Clearly show types of hazardous material is being stored or used. Provide a list of the proposed hazardous materials as per the types in UBC, Tables 3 -D, and 3 -E. Provide the material safety data sheets (MSQS). B) Clearly show the amounts of each type of hazardous material to be stored and in use. C) Clearly show where in the buildings each type of hazardous material is being stored or used. PLUMBING (2000 UNIFORM PLUMBING CODE) 5. No response provided? Provide complete water line sizing calculations, including the water pressure, pressure losses, water demands, and developed pipe lengths. UPC Section 61 0.0 and Appendix 'A'. 6. No response provided? Provide complete drain, waste and vent plans. Show the required traps and vents for each plumbing fixture. 7. No response provided? New or relocated water closets and associated flushometer valves, if any, shall use no more than 1.6 gallons per flush, UPC, Sections 402.0 & 402.3; and shall meet performance standards, established by the American National Standards Institute Standard Al 12.19.2, H & S Code, Section 17921.3(b). 8. No response provided? Water closet bowls for public use shall be of the elongated type as per UPC Section 409.1. 9. No response provided? All water closet seats, except those within dwelling units, shall be of the open front type as per UPC, Section 409.2.2. Encinitas 05 -355 5/4/05 10. No response provided? Show water heater size, type and location on plans as per UPC Chapter 5. 11. No response provided? As per UPC, Section 603.4.5: Water supply inlets to tanks, vets, sumps, swimming pools and other receptors shall be protected by one of following means: 1. An approved airgap; 2. A listed vacuum breaker installed on the discharge side of the last valve with the critical level not less than six (6) inches or in accordance with its listing; 3. A backflow preventer suitable for the contamination or pollution, installed in accordance with the requirements for that type of devise or assembly as set forth in this chapter. 12. No response provided? UPC, Section 601.E Identification of a Potable and Nonpotable Water System. In all buildings where potable water and not potable water systems are installed, each system shall be clearly identified. Each system shall be color coded as follows: 601.2.1 Potable Water— Green background with white lettering. 601.2.2 Nonpotable Water— Yellow background with black lettering,.with the words "CAUTION: NONPOTABLE WATER, DO NOT DRINK'. Table 6 -1 Minimum Length of Color Field and Size of Letters. See Table. 601.2.3 Reclaimed Water— Purple in color (Pantone color #512) background and shall be imprinted in nominal ' /z high, black, upper case letters, with the words "CAUTION: RECLAIMED WATER, DO NOT DRINK ". MECHANICAL (2000 UNIFORM MECHANICAL CODE) 13. No response provided? Detail exhaust ventilation system compliance with UMC Chapters 5 & 6. A) Clearly show the type of material to be exhausted by each exhaust system. B) Detail the exhaust outlet clearances as per UMC, Sections 504.5 (Environmental) & 506.9 (Product conveying). C) Clearly show the duct materials are suitable for the intended use. UMC, Section 506.1 & 610.1. D) Clearly show the exhaust duct material and gage used for each duct size. See UMC Tables 6 -7 and 6 -8. E) Detail duct cleanouts as per UMC Section 506.3. Encinitas 05 -355 5/4/05 F) Detail duct support as per UMC Sections 506.5 & 610.5. G) Detail protection from 0hysical damage as per UMC Sections 506.8 & 610.8. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Glen Adamek at (858) 560 -1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. ELECTRICAL AND ENERGY CORRECTIONS PLAN REVIEWER: Morteza Beheshti 1. All electrical sheets of the plans are required to be signed by the California licensed engineer responsible for the plan preparation. Please include the California license number, seal; date of license expiration and the date the plans are signed. Business and Professions Code. . • ELECTRICAL (1999 NATIONAL ELECTRICAL CODE) 2. Submit a completed service and feeder one line diagram for review. Conduit and wire sizes missing. Motor overcurrent protection device(s) not specified. Blank hexagonal signs shown without any description of symbol. NEC 215 -5. GENERATOR FEEDERS AND GROUNDING SYSTEM TOO! 3. Show the available fault current (Isc) from the serving utility co. and at the equipment where Isc exceeds 10,000 amps. 4. Show the ampere interrupting capacity (AIC) ratings of the service and . sub - service equipment. NEC 110 -9 5. Show or note on the plans the method used to limit fault currents to 10,000 amps on branch circuits. NEC 230 -208 6. Include the following specifications on the single line diagram when utilizing a four pole ATS: The grounding electrode, conductor size, and the neutral bond at the generator (NEC 250 -26), and both required signs installed at the service. NEC 700 -8 (a & b) 7. Please specify conduit seals that enter classified areas. NEC 500 -2 8. If utilizing a series -rated system, note on plans: "Overcurrent device enclosures will be identified as series -rated and labeled in accordance with NEC 110 -22" and " The overcurrent devices shall be AIC rated per manufacturers. labeling of the electrical equipment ". Encinitas 05 -355 5/4/05 ENERGY CONSERVATION 9. Please provide a complete energy design as required for a new building. Electric heating is being used. 10. Specify on the building plans all of the mandatory energy conservation requirements as listed on the enclosure titled, "Mandatory Measures Checklist ". 11. Complete energy plan check will be done when complete corrected energy designs are provided. Note: If you have any questions regarding this Electrical or Energy plan review list please contact Morteza Beheshti at (858) 560 -1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. END OF REVIEW To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560 -1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Chuck Mendenhall at Esgil Corporation. Thank you. REQruEST FOR INFORMA-t'ION NO. 018 Revision 1 DATE: 10/10/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: S -8 SPECIFICATION SECTION: QUESTION /PROBLEM: DURING THE DRILLING OF THE TOP OF THE EXISITNG PUMP STATION, TO ACCOMMODATE THE INSTALLTION OF THE VERTICAL BARS TO BE EPDXIED IN- PLACE, WE HAVE ENCOUNTERED LOCATIONS WHERE EXISTING REINFORCING STEEL WILL NOT ALLOW US TO REACH THE SPECIFIED 13.5" EMBEDMENT BEING THE NEW WALL IS ONLY 8" WIDE, AND THE NEW # 7 BARS ARE DOUBLE @ 6" ON CENTER THERE IS MINIMAL ROOM FOR VARIATION. WE ARE CURRENTLY GETTING APROX 65% OF THE HOLE TO THE DEPTH OF13.5 ". THE HOLES WHICH ARE HITTING EXISTING REINFORCING STEEL ARE DRILLED TO APROX 4 "- 6 "DEEP WILL THIS EMBEDMENT BE ACEPTABLE? (FOR CONSTRUCTION MANAGER'S USE) DATE: 10/11/06 REPLY /SOLUTION: We take no exception to the use of the shorter holes shown in the Contractor's diagram under the following conditions: - Dowels embedded in the shorter holes shall be embedded using an adhesive anchorage product rated to embed #7 bars with an embedment length of 4" to at least 15 kips (assuming 4000 psi concrete) one such product is the Hilti HIT HY 150 adhesive anchorage system. -Prior to placing concrete, contractor shall provide additional horizontal steel as shown in the attatched figure. This steel shall be additional steel in the existing mats, spaced evenly between the existing horizontal bars between EL. 21.00 and 23.00. DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - FW: RFI 18 Follow Up MBPS Kipp Hefner From: Matt Tebbetts [MattTebbetts @KennedyJenks.com] Sent: Tuesday, October 24, 2006 1:55 PM To: Kipp Hefner Subject: FW: RFI 18 Follow Up MBPS Attachments: 018- DRILLING FOR DOWELS - revision 1.doc Kipp Here's our structural engineer's responses. We'll issue a signed copy tomorrow. Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858- 676 -7506 direct line tax 858- 676 -3625 cell 858- 335 -6889 From: Peter Symonds Sent: Tuesday, October 24, 2006 1:50 PM To: Matt Tebbetts Cc: Corey Young Subject: RE: RFI 18 Follow Up MBPS Matt, I have revised the response in accordance with question 1 and 3. I have copied the questions below to respond: Page 1 of 6 1. The structural engineer shows two #4 horizontal bars running along both the north wall and the south wall. How far up the wall from the finished floor should those bars be placed? These bars shall be placed as stated in the revised response, below the finished floor, but above the existing structure, as additional bars in the existing mats of steel. 2. The structural engineer shows the two #4 bars along the south wall to be placed at the "outside face ". Shouldn't those horizontal bars be placed between the proposed vertical bars? If the horizontal bars are placed outside the vertical bars there will not be enough cover between the horizontal bars and the outside face of the wall. This designation is merely meant to State that the bars shall be placed in the south mat of the south wail, in line with the cxistim, horizontal steel. They are not to be outside the vertical bars but arc to be on the outside face ('The south face) of the wall. They are additional bars in the existin(; outside mat. This has been clarified in the response. 3. The structural engineer also shows the # 4 horizontal bars in the south wall continuing into the east wall. How far into the east wall should those two #4 horizontal bars extend? This is shown in the revised diagram. 10/24/2006 FW: RFI 18 Follow Up MBPS Page 2 of 6 4. The structural engineer shows the two #4 bars in the north wall only extending 21 feet from the northwest corner of the building. The overall length of the wall is 48 feet 8 inches. With so many drilled holes being only 3 inches beyond the termination of the two #4 horizontal bars shouldn't those # 4 bars extend farther down the north wall? The other bars which do not reach full depth are sufficiently scattered that the loss off strength does not make the wall strength deficient. The areas of deficiency were found only where there were significant (generally 3- 4 or more) shallow holes in the same face of the wall in a row; otherwise, the adjacent overstrength in the wall was able to absorb the extra loading. Additionally, the 90 degree standard hook is properly shown and detailed. A 90 degree hook is acceptable in this wall so long as it is developed in the confined core of the wail (the bar hooks into the wall at or between the mats of steel) 90, 135 and 180 degree hooks are all "standard" hooks. From: Matt Tebbetts Sent: Tuesday, October 24, 2006 12:37 PM To: Peter Symonds Cc: Corey Young Subject: FW: RFI 18 Follow Up MBPS Peter Some questions from Encinitas Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858- 676 -7506 direct line l-ax 858- 676 -3625 cell 858- 335 -6889 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Tuesday, October 24, 2006 12:10 PM To: Matt Tebbetts Cc: Dale Winterquist; geopacifica @sbcglobal.net; Eric Raley; Michael Thornton Subject: RE: RFI 18 Follow Up MBPS Matt- Did you get my e-mail with a list of questions in it? This new detail does not address a couple of those questions. Here is the questions that were in that e-mail: 5. The structural engineer shows two #4 horizontal bars running along both the north wall and the south wall. How far up the wall from the finished floor should those bars be placed? 6. The structural engineer shows the two #4 bars along the south wall to be placed at the "outside face ". Shouldn't those horizontal bars be placed between the proposed vertical bars? If the horizontal bars are placed outside the vertical bars there will not be enough cover between the horizontal bars and the outside face of the wall. 7. The structural engineer also shows the # 4 horizontal bars in the south wall continuing into the east wall. 10/24/2006 Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Oct 24, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Oct. 17, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 — San Elijo repaired exhaust flex connector on 10/17/06. Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • City has consultant reviewing requirements for permit for new compressor • Holes drilled for rebar embedment will be plotted out with City later in week • Falcon submitted CP # 21 to coat floor of existing UV facility • Next meeting scheduled for Tue. 10/23 Submittal Review • Review of submittal log - Construction Progress Meeting Page 2 Progress of the Work • 4 -Week look ahead — BASED UPON RECEIPT OF DIRECTION FOR DOWELS TODAY RFI Status — RFI log attached • 21 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) • 22 - Instrumentation Outstanding Proposal/Changes /Claims — None • CP #21 Delays, Problems, Unusual Conditions - None New Business • As of 10/19/06 Pump station discharging down new force main • As of 10/20/06 Retention basin on line • Review of dowel hole depth- Hole depth information provided to Kennedy Jenks on 10/19 — Status • Electrical & plumbing inspection. Whom does the inspection? Need to conduct prior to decking over • Section 11375- Compressed air system does not require a storage tank • Change order # 006 — Replacement of 16" butterfly valve. Vacuum truck was required to accommodate pump down of well. Do to large amounts of solids in wet well Falcon experienced extreme difficulties with pumping down wet well sufficient to R &R valve. Falcon wishes to resubmit change to accommodate additional costs associated with this change. • Falcon's request to install concrete thrust blocks in addition to restrained joints on new force main pipe was denied by City. • Falcon will be submitting cost proposal for water stop @ new PS walls. Waiting on requirements for dowels Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion N O CO OD �l O (T A i W N O T-- V O CJi A W N iv O " 00 �Z r ) fA fA 'U T = c c m N m C m r- m m c c0 0 3�� D m O Z�� Z pr 171 m M M e Z D y to cn fIf -� nj n _ < 0-i O v x w O D T-i K D r- m W T m-< m 7C 22 v_ w p X e z-4 v m cn w c T m 0 z K n D v_ z � G1 m p Z w T Z 0 r 0 ai O r U O� c m z ai O c O Z 0 m O 0 m n ai v m{ v c r to w X 0° X m O 0 c K D� m p Z m v m = 0 N O p D m R' T n m N -�i m r to p m m r N Dmy z w fn r c u m r — m (o x 0 z y v d = v y A CT A Vt N Vt O O d n i n -OT' d n m m v w m w d d n a d d d v m d d d N N 0 N T O C _ O CD 0 to O (p o O 7 O 7 C fD C W O 7 O 7 C Q CO m (D (D (D 0 O 0 (D Cn C (D c W i i C i J i i i O N — — — O O O OO O O O OO � 3 Oo V O O A ja -+ V (O A A A A A A A O O O O O O O O O O O O O O O O O O O 0) 0 im O O O o 0) O O O O O W O A O C --I C < T O T O O O O ♦ (D C (D T �. 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Attendees: (BOLD INDICATED ATTENDENCE) — Oct. 17, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 — San Elijo repaired exhaust flex connector on 10/17/06. Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • City has consultant reviewing requirements for permit for new compressor • Holes drilled for rebar embedment will be plotted out with City later in week • Falcon submitted CP # 21 to coat floor of existing UV facility • Next meeting scheduled for Tue. 10/23 Submittal Review • Review of submittal log - Construction Progress Meeting Page 2 Progress of the Work • 4 -Week look ahead — BASED UPON RECEIPT OF DIRECTION FOR DOWELS TODAY RFI Status — RFI log attached • 21 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) • 22 - Instrumentation Outstanding Proposal/Changes /Claims — None • CP #21 Delays, Problems, Unusual Conditions - None New Business • As of 10/19/06 Pump station discharging down new force main • As of 10/20/06 Retention basin on line • Review of dowel hole depth- Hole depth information provided to Kennedy Jenks on 10/19 — Status • Electrical & plumbing inspection. Whom does the inspection? Need to conduct prior to decking over • Section 11375- Compressed air system does not require a storage tank • Change order # 006 — Replacement of 16" butterfly valve. Vacuum truck was required to accommodate pump down of well. Do to large amounts of solids in wet well Falcon experienced extreme difficulties with pumping down wet well sufficient to R &R valve. Falcon wishes to resubmit change to accommodate additional costs associated with this change. • Falcon's request to install concrete thrust blocks in addition to restrained joints on new force main pipe was denied by City. • Falcon will be submitting cost proposal for water stop @ new PS walls. Waiting on requirements for dowels Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion O CD W V O Cr A W N O V O cn A W N v n O AO 00 rn Z r m m v m cn c m m< r m v m m c v to v cn m 0 o D v T O Z v Z o r m Z sv D �_ O m Z Z w co y to N cn cn -1 r N -1 D -4 m 3 _ m v W �" O zDi ai m O; m 0-2 -1 0 m c O m W T m O� Z r M O O z m m ai O? 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Box 944212 Sacramento, CA 94244 -2120 SUBJECT: Moonlight Beach Pump Station Renovation Project — CBI Agreement 02 -234 -550 -0 Invoice #2, Progress Reports #6 Dear Kathy: This letter transmits several documents related to the progress of the Moonlight Beach Pump Station Renovation Project — CBI Agreement 02- 234 - 550 -0. These documents include: • Invoice #2 (City of Encinitas format) with backup documentation • Grant Program Invoice #2 (State DFA Template format) • Progress Report #6 • 2006 Annual Report If you have any questions about this request, please contact Kipp Hefner at (760)633 -2775 or Meleah Ashford at (760)943 -2285. Sincerely, Kipp a er, P.E. Civil Engineer Enclosures TEL 760- 633 -2600 / FAX 760- 633 -2627 505 S. Vulcan Avenue, Encinitas, California 92024 -3633 TDD 760 - 633 -2700 � recycled paper INVOICE CITY OF ENCINITAS FINANCE DEPARTMENT 505 S. VULCAN AVENUE ENCINITAS, CA 92024 (760) 633 -2600 TO: SWRCB LAURA PETERS, DIV OF FINANACE 1001 I STREET, 16TH FLOOR SACRAMENTO, CA 95814 INVOICE NO: 3336 DATE: 10/16/06 CUSTOMER NO: 4057/5489 TYPE: DP - GENERAL BILLING -------------------------------------------------------------------------------- QUANTITY DESCRIPTION UNIT PRICE EXTENDED PRICE ----- - - -- -- ------------------- - - - - -- -------- - - -- -- --- -------- - - - - -- 1.00 MOONLIGHT BEACH PUMP 282,633.00 282,633.00 STATION GRANT SWRCB AGREEMENT #02- 234 -550 -0 INVOICE PERIOD : 4/1/06 - 6/30/06 PLEASE SEE ATTACHED FORM FOR BREAKDOWN OF COSTS TOTAL DUE: $282,633.00 PLEASE DETACH AND SEND THIS COPY WITH REMITTANCE DATE: 10/16/06 DUE DATE:11 /15/06 NAME: SWRCB CUSTOMER NO: 4057/5489 TYPE: DP - GENERAL BILLING REMIT AND MAKE CHECK PAYABLE TO: CITY OF ENCINITAS FINANCE DEPARTMENT 505 S. VULCAN AVENUE ENCINITAS CA 92024 INVOICE NO: 3336 TERMS: NET 30 DAYS AMOUNT: $282,633.00 Grant Expenditures for Invoice #2 — 411/06 — 6/30106 Description of Expenditures by Line Item Item Description Expenditure (This period only) 1 Personnel Services (100% Match) — QAPP and Monitorinq Plan, $0 and Project Management 2 Operating Expenses (75% Match) — Printing and supplies $0 3 Professional and Consulting Services (75% Match) — Project $0 design 4 Project Implementation /Construction (75% Match) — Mobilization, $1,130,532 dewatering system, sewer bypass, utility relocation, shoring system and pump station excavation Total Project Cost to date $1,130,532 Grantee Match (25% of Item 2 — 4) $847,899 Amount Requested from SWRCB $282,633 U) a w H W a Q a z 0 H W E Q V E W Na zw N� U z wz H w F ow M >. a H H �+ U H N H F U Q U W h O a a v N H 0 r, a O 1D \ m m H o � p a F'Q a0 W O as as h 0 W W V m m m m m m m m m m m m m m m m m m X m m w m m m m C m m w m a .. .. 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LL Q J Z a) Ow 'o w J a. -C O O Q U Q ca .> N O s -0 HJ-- U L CU u- E C N O O �- () Q = w t V 0 ci DM .� W ea � �Z w CL 2 Q w w w Of �Q c L U f� O H a) 0 U N 0 C O x w C m LO F- a) t a) L a) -c a) O c N O � O E U CL (� -C c0 1-- O v 3 .> C M Q. ~ U d N 7 C O c OE Q � Co o a) 0 w �+ E O a) U O ,C c x O U Y U m L in O a () cu O S -C ca c6 a) a) L O a) f cn V m 'L m O Y U d a) > U C LL d C a) � d � •d; C C •N � L Q � L O O N a U t m _L � 0 � Q O cu d Im O d c m � N d V V m Progress Report #: 6 Reporting Period: 4/1/06 to 6/30/06 Submittal Date: 10/10/06 Grant Agreement No: 02- 234 -550 -0 Project Name: Moonlight Beach Pump Station Renovation Project Contractor Name: City of Encinitas I certify under penalty of law that this document and all attachment were prepared by me or under my direction in accordance with the terms and conditions of each Grant Agreement Exhibit. Based on my inquiry of the persons or persons who manage the project, or those directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. All information submitted in this document and all attachments conform to and is in accordance with the state and federal laws and I so here certify with my signature. I am aware that there are significant penalties for submitting false or misleading information. Project Director: Peter Cota - Robles Printed Name Signature Table 1: Summary of Work Completed To Date Work Item Items for Review # Due Date % Of Work Complete Date Submitted EXHIBIT A 1.1 Quality Assurance Plan 9/05 100% 9/05 1.2 Monitoring Plan 9/05 100% 9/05 2.1 Project Design 2.1.2 Final Pre-Design (Preliminary Design Report) 10/04 100% 3/04 2.1.4 As- Advertised Construction Documents 5/05 100% 6/05 2.1.6 Copy of Bid Summary and Proof of Advertising 6/05 100% 6/05 (Advert.) 8/05 Bid Sum. 2.2 Project Implementation 2.2.2 Photo Documentation of Construction 6/06 17% 2.3 Reporting 2.3.1 Annual Progress Report 9/05 9/06 100% 0% 9/05 2.3.2 Draft Project Report 11/07 0% 2.3.3 Final Project Report 12/07 0% EXHIBIT C 6. CEQA/NEPA Documents 8/04 5/04 22. Contract documentation & signed cover sheet for all permits 1) City Building Permit 2) City Grading Permit 3 Coastal Development Permit 8104 75% 1) 0% 2) N/A 3) 5/04 EXHIBIT D 5. Monitoring and Reporting Plan 9/05 0% 9/05 Progress Report #6 Moonlight Beach Pump Station Renovation Project Grant Agreement No: 02- 234 -550 List of Items for Review • No items are being submitted for review along with this progress report. All submittals have been made as tasks were complete. Progress Report Narrative Introduction During this reporting period work was focused on installing shoring system and beginning to construct the emergency storage vault, initiating the by -pass system, and installing a new sluice gate for the existing wet well. Summary of Activities ITEM 1.0 — QUALITY ASSURANCE PROJECT PLAN AND MONITORING PLAN Item 1.1 — Quality Assurance Project Plan (Cumulative 100% complete) Complete. Item 1.2 — Monitoring Plan (Cumulative 100% complete) Complete. ITEM 2.0 — WORK TO BE PERFORMED Item 2.1 — Project Design (Cumulative 100% complete) Complete. Item 2.2 — Project Implementation (Construction) (Cumulative 54% complete) During this reporting period work was focused on excavating for the new pump station, dewatering the excavation, initiating the by -pass system, forming and installing reinforcing steel for the emergency storage basin, pouring concrete basin floor, installing a new sluice gate for existing wet well, and installing the new SDG &E transformer. Item 2.3 — Reporting (Cumulative 50% complete) The first Annual Report complete. Expenditure /Invoice Projections A projection of expenditures is provided on the attached Expenditure /Invoice Projections form. Page 2 of 4 Progress Report #6 Moonlight Beach Pump Station Renovation Project Grant Agreement No: 02- 234 -550 Page 3 of 4 #4 skit fliriifaird s�o� E ter.• , srr13Mfr `iilliiii.,; i .vi AT'Saw � � ■I!. ilti ►p {► IiH111'.Jiiti i'�rru 1 .lill i',l,i!'ithI'Alin! I, dllil'+g1'I V to R I ci17M�It+i1li/ B► _ 'Alp' i1�I�tiiliEi _ ► i c City Of Encinitas October 10, 2006 Ms. Kathy Bare State Water Resources Control Board Loans and Grants Branch P.O. Box 944212 Sacramento, CA 94244 -2120 SUBJECT: ANNUAL PROGRESS REPORT #2 — SEPTEMBER 2006 MOONLIGHT BEACH PUMP STATION RENOVATION PROJECT CITY OF ENCINITAS Dear Ms. Bare: This letter serves to provide the second Annual Progress Report for the Moonlight Beach Sewer Pump Station Renovation Project as required by the Section 2.3.1 of the State of California Water Resources Control Board Contract Agreement No. 02- 234 - 550 -0. This report covers the period between October 1, 2005 and September 30, 2006. SUMMARY OF PROJECT The Moonlight Beach Sewer Pump Station, construction in 1974, is located in the City of Encinitas at the intersection of 3'd and B Street. The pump station, owned by the City of Encinitas, but operated and maintained by the San Elijo Joint powers Authority (SEJPA), conveys raw sewage collected from the central area of the City and pumps it through a force main to the Encina Water Pollution Control Facility in Carlsbad, California. The pump station is approximately 200 yards from Moonlight State Beach. It is bordered to the south by Cottonwood Creek, which discharges to Moonlight State Beach. Any overflows at the pumps station spill directly into Cottonwood Creek and subsequently to Moonlight State Beach. Moonlight Beach has been closed on multiple occasions in recent years due to sewage spills caused by insufficient emergency storage, limited pumping capacity and flood damage to the below - ground electrical system. The Moonlight Beach Sewer Pump Station is an extremely critical component of the City of Encinitas' sewer system. The pump station receives an average daily flow of 1.1 million gallons per day (GPD) of sewage and the only current means of bypassing the pump station is with the use of portable temporary pumping systems and pipelines. Prior to this project, there was no emergency spill basin at the site. During wet weather peak flow conditions, the station had approximately four minutes of storage within the wet well before spilling into the creek. The facility has also experienced flood damage in the past form Cottonwood Creek. These flood flows have damaged electrical facilities and caused significant operations issues. Rehabilitating the pump station consists of constructing an emergency underground storage basin; moving all electrical equipment above -grade to significantly reduce the likelihood of TEL 760- 633 -2600 / FAX 760 - 633 -2627 505 S. Vulcan Avenue, Encinitas, California 92024 -3633 TDD 760 - 633 -2700 Tj�l recycled paper Moonlight Beach Pump Station Renovation Project City Of Encinitas Annual Progress Report #2 Page 2 flooding electrical equipment; significantly improving the existing SCADA alarm system, building a small structure to house the electrical equipment above grade, installation of an odor control system, replacing /upgrading pumps with three 60 HP vertical centrifugal pumps, replacing /upgrading auxiliary generators, and making modifications to the existing Moonlight Beach Urban Runoff Treatment Facility. These improvements will result in a much more reliable pump station with reduced potential for spills, thereby reducing beach closures. PROJECT OBJECTIVES The Moonlight Beach Sewer Pump Station Renovation Project will significantly reduce the chance of wastewater discharges to Cottonwood Creek due to mechanical or electrical failure at an existing wastewater pump station. This will be accomplished by completing the following improvements: • Installation of an overflow basin with a minimum detention time of 2 hours. • Replacement of mechanical, electrical and instrumentation equipment. • Raising the site to provide protection from a 100 year flood in the adjoining Cottonwood Creek. • Relocating all electrical equipment to anew upper floor above the 100 year flood level. SUMMARY OF PROGRESS Quality Assurance Project Plan and Monitoring Plan The QAPP and Monitoring Plan were completed and submitted to the SWRCB on September 30, 2005. Work to be performed by Grantee 1. Design Report: The project design was completed during the previous year. 2. Project Implementation • A Notice to Proceed was issued on November 14, 2005. • Construction began on November 14, 2005. The key accomplishments during this period include: - Site preparation and mobilization, - Installing the dewatering system - Relocating the utilities, - Installing the bypass pipe, - Constructing emergency storage basin (installing shoring system, excavating, dewatering the excavation, initiating the by -pass system, forming and Moonlight Beach Pump Station Renovation Project City Of Encinitas Annual Progress Report #2 Page 3 installing reinforcing steel, pouring concrete basin floor, removing shoring and backfilling around basin and performing hydraulic testing of basin) Installing the new SDG &E transformer Installing site underground utilities, and Constructing the force -main tie -in. • The anticipated date of construction completion is April 2007. A mild El Nino (heavier than normal rainfall) is being predicted for our area which could have an impact on the construction schedule. 3. Reporting Quarterly progress reports were prepared for the project and this Annual Report is the first report completed for the project to -date. Project Monitoring Project monitoring will begin upon completion of construction. Photo Documentation has been provided with the progress reports and a summary of the project progress for 2006 is provided with this Annual Report. Conclusion Project construction began on November 14, 2005. Work this year has primarily been focused on construction of the emergency storage basin, which is complete. In the upcoming year, construction will focus on replacement of mechanical, electrical and instrumentation equipment in the pump station, raising the site to provide protection from a 100 year flood in the adjoining Cottonwood Creek, and relocating all electrical equipment to a new upper floor above the 100 year flood level. Construction is anticipated to be complete in April 2007, weather permitting. If you should have any questions or comments regarding this progress report, please do not hesitate to call at (760) 633 -2775. Sincere y, , Kipp H f r Associate Civil Engineer Enclosure: Photo Documentation Moonlight Beach Pump Stalton Renovation Project City Of Encinitas Annual Progress Report #2 Page 4 2006 PHOTO DOCUMENTATION Emergency Storage Basin Forming Falcon General Engineering, Inc. 572 Collyn St Vista,- Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Oct 17, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Oct. 10, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Falcon informed San Elijo that the emergency generator exhaust flex connector is broken loose from the flange. Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • Location of the chemical tank fill line? Pending changes on stairs Ongoing • lea n e fisted info ation reg ' contro�.the c cal f��p�= Oning _ • Drain line with valve will be installed from containment area to influent vault. • Stile will be of concrete design with standard 2 rail hand railing system w/o horizontal return • Next meeting scheduled for Tue. 10/17 Construction Progress MeeLn1g Page 2 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead RFI Status — RFI log attached • 21 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims — None • CP #21 Delays, Problems, Unusual Conditions - None New Business • Response to RFI # 18 — Review of hole depth- • Response to RFI # 20 — supports for drain pipe • Piping, stile and sump to be installed per attached drawing marked M3 • NAIT reviewing information required to complete submittal - RFI to follow • Falcon submitting cost proposal w /data for coating floor of UV facility Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion 0 Z r_ ci 2 .n iD Im r M C) 00 r. m c C- 'a Z oCA m a o D or oZ m o X - >Z 0o Z �m m D � Z Z G7 0 C- m 0 0 -I d C CL 0 N 0 0 rn O o 0 0(D 0 0(D j w w o 0 0 0 0 0 C) 0 0 0 0 o (D N N N I " 00 I . j -� � O� � � -, -� -� O O O CD 0 0 0 O� O Z` o c0 O-4 0 0 0 N O O O N"" O c0 W -46 Ln -N W N D D' d N N W CD40kb N 0 0 0 0 0 0 0 0 0 0 0 0 Co 0 0 0 Co 0 0 0 0 0 0 0 o W O (n Ot (n m m ?� W W W W W W N N N N N N N ,n+ (n N O W Co —1 N (n O O O O O O N W O W W m (n (O .A O -A 0 Cl 0 0 0 0 0 0 0 Co 0 O N O O O — (n O O O O O j 00 l Cn Cn 0 W Oo Co -' CJl �p N O0 v -- - m w O W O m z co Oo (\n Cn W v N N N N N N N N N N N N N N N N N D N N N N N N 3 of O Cl O O O O O O O O O O O O O N O O O Co O N O O O O O O O O O O O O O cn O O O O °' O O O O O O O °) O O O O °� A a rn rn rn rn rn rn rn cn o rn a) rn 0) (° rn cn rn -L rn ' CO (A) D U7 W U7 00 O O C\n N I C) (�D n O CA) O (n CA O N W N_ N Z D Q N N N N O •► 00 N N N N N N N N N N O O N O O O O O O O 0 W A rn 0 0 0 0 0 0 0 0 0 0 0 0 rn � o 0 0 0 0 o a 0 Co 0 0 0 0 0 0 o O rn rn m � a� rn rn a) rn rn 0) rn rn rn cn `< cn N O O rn rn a 0 rn x D cn cn p n n n n w w D n 55 v m v v p - 1 w m -i m O r m r' O O y D D m m 0 z m D x x T m z c c-1 O m x z z -i u� cn z z T D w m m m �< O D -i m c cn o o m -n -n D v Z O Z -� n c� n �_ 0 m Z '- m 0 n ' ' O O< D O O ,,C -n c C z cn z z Z DvZ -DI G1 n C7 z � � Zmxnnzmmm TKm00 �cm0 z z _° m �° p n D z Z 0 0 O m y z z c c -zi o0 K D z G7 K D o o w w z = n n K y _ ° m 0 >= m m rn m m O m m D� m r 'v -1 D z r r 0 0 r- � Q° m m m p umi z rn Z z 0 T m o o p � m D -ci m y o Z z (n Z m m g� O m p 0 F m -n X O z m O r m < D to n z G) D z C D n p' r- v � 0D m z z m c O -n z �° -4 m W co 0 D m m p O O 0 O m z < � C m C _ A 90 n o D n D Q D m z X D D m D o Cl) N y (D z z cn � D v Z to to cn z cn m Z Z c y C to co cn -& N -+ y 0 VA 0 fn W e N ~ Z Z W w W co r W W y W w -C m-� m m m O m m m v v v v v v m v v 0 Z r_ ci 2 .n iD Im r M C) 00 r. m c C- 'a Z oCA m a o D or oZ m o X - >Z 0o Z �m m D � Z Z G7 0 C- m 0 0 -I d C CL 0 N 0 0 rn w O N C) Ul 'O N 0 O '0 N p 6 CJt � 6 N 0 0 0 O A' ) 0 -WN N 0 0 4 0 O Cp C 01 0� O - O 4P W •P N� 0 40, 0 -N O 0 W tD O W W O W H O W O O %.� W W tJl � O W W N W 0 W H 0 W O 0 N tD pNp 90 N 14 N 0 W CA 0 N U7 Np N W W O W— —1 N o � W O � W � O � W 0 A N 0 - � N 0 � N 0 " O 0 N " O 0 O W 0 O O Ot N W Cl 4 O O Co N O Cl (D (D O O O co CO O O O (D (D O O o 0 �l v O 0 (D N" a) O 0 (D - 0 W O (" O 0 W Oo W O 0 W —1 — Co 0 W W O V 0 OD N N Cn 0 �1 (D O O 0 �l a) N O 0 V (n (n O 0 V N N N 0 -4 N. 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T IN llpl , W�4 et ;R ra $4 > m g I J 0 z is -jilp If; €i Xf i 0, 1 z it OZ q5A > Ax. m V. anim A A Pug m a Jo l L--------------------- J -- ----------------------- --- ---- - CJ REQ-kJ EST FOR INFORMA x ION NO. 018 DATE: 10/10/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: S -8 SPECIFICATION SECTION: QUESTION /PROBLEM: DURING THE DRILLING OF THE TOP OF THE EXISITNG PUMP STATION, TO ACCOMMODATE THE INSTALLTION OF THE VERTICAL BARS TO BE EPDXIED IN- PLACE, WE HAVE ENCOUNTERED LOCATIONS WHERE EXISTING REINFORCING STEEL WILL NOT ALLOW US TO REACH THE SPECIFIED 13.5" EMBEDMENT BEING THE NEW WALL IS ONLY 8" WIDE, AND THE NEW # 7 BARS ARE DOUBLE @ 6" ON CENTER THERE IS MINIMAL ROOM FOR VARIATION. WE ARE CURRENTLY GETTING APROX 65% OF THE HOLE TO THE DEPTH OF 13.5". THE HOLES WHICH ARE HITTING EXISTING REINFORCING STEEL ARE DRILLED TO APROX 4 "- 6 "DEEP WILL THIS EMBEDNENT BE ACEPTABLE? (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager Request for Information No.: 018 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: Response 10/11/06 K/J Job No.: N/A S -8 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) We take no exception to the use of the shorter holes under the following conditions: (1) Each of the shorter holes is surrounded on all sides by at least one full depth hole in each direction. (2) Dowels embedded in the shorter holes shall be embedded at least 4" and shall be embedded using an adhesive anchorage product rated to embed #7 bars with an embedment length of 4" to at least 15 kips (assuming 4000 psi concrete) one such product is the Hilti HIT HY 150 adhesive anchorage system. (3) Prior to placing concrete, contractor shall provide the inspector's list of locations of all holes that are not full depth and shall submit to engineer so that engineer can ensure adequate strength will be provided.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. Respondent: Matt A. Tebbetts Signatur .1� �4 Ll- Y-::� /` Company: Kennedy /Jenks Consultants Date: 10/11/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. p1encinitas, city10487115 -moonlight beach pslsection 13- construction & field work113.09 rfi by contractor and responseslresponse to rfi 018.doc Request for Information and Response 0 K/J January 2001 REQLEST FOR INFORMA Y ION NO. 019 DATE: 10/10/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: S -8 SPECIFICATION SECTION: QUESTION /PROBLEM: THE CONTRACT DRAWINGS DO NOT REQUIRE A WATER -STOP AT THE COLD JOINT FOR THE NEW PUMP STATION WALLS ONTO THE EXISITNG PUMP STATION. DO TO THE EXTREME HIGH WATER TABLE, AND DURING INCLUMENT WEATHER WATER COULD PASS THROUGH THIS COLD JOINT AND ENTER INTO THE MID LEVEL THROUGH THE PUMP SHAFT OPENINING. PLEASE REVIEW AND PROVIDE DIRECTION PENDING DIRECTION, ADDITIONAL COSTS COULD BE INCURED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - Request for Information No.: 019 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: Response 10/11/06 K/J Job No.: N/A S -8 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) Contractor shall provide hydrophilic water stop at construction joints between new and existing concrete in the pump station below grade. Provide Adeka Ultraseal MC -2010M waterstop and P -201 adhesive, manufactured by Asahi Denka Kogyo KK and distributed by Mitsubishi International Corporation; or Swellseal 2010 waterstop and Swellseal Gun Grade manufactured by De Neef Conchem Inc. distributed by Vinylex Corporation; or equal.. If Contractor estimates an impact on Project time or price based upon Response, s mit Reply within 5 working days of receipt. Respondent: Matt A. Tebbetts Signatur Company: Kennedy /Jenks Consultants Date: 10/11/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased []unchanged by: Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. pAencinitas, city \0487115 -moonlight beach pslsection 13-construction 8 field world 3.09 rfi by contractor and responsesVesponse to rfi 019.doc Request for Information and Response © K/J January 2001 REQL EST FOR INFORMA x ION NO. 020 DATE: 10/10/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3 d & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: M -5 SPECIFICATION SECTION: QUESTION /PROBLEM: THE CONTRACT DRAWINGS DO PROVIDE ANY REQUIREMENTS /PROVISIONS FOR SUPPORTS FOR THE NEW FLOOR DRAIN PIPING. THIS PIPING IS WITHIN THE DEAD SPACE BETWEEN THE TOP OF THE EXISITNG PUMP STATION AND THE FLOOR OF THE NEW PS FLOOR (24" AREA) THIS SPACE WILL NOT BE ACCESABBLE AFTER PLACEMENT OF THE NEW FLOOR SLAB. PLEASE REVIEW AND PROVIDE DIRECTION PENDING DIRECTION, ADDITIONAL COSTS COULD BE INCURED (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - Request for Information No.: 020 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: Response 10/11/06 K/J Job No.: N/A M -5 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) Per Paragraph 1.06.A.2 of Section 15050, pipe supports for piping less than 6 inches are generally not shown, and it is the Contractor's responsibility to support all such piping in accordance with the design criteria stated in Section 15050 (1.06.13) and the support details shown on the Drawings. Piping 2 -1/2 inches and larger shall be supported with pipe supports designed to resist seismic loads, as stated in the specifications. One option may be to install pipe supports (using Type 8 Support) that support the pipe off of the existing bottom concrete slab, prior to pouring the new slab. If it is determined that this will not work or that another method is proposed, please submit proposed support system to the Engineer for review.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. �- Respondent: Matt A. Tebbetts Signature: Company: Kennedy /Jenks Consultants Date: 10/11/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineerin Contractor's Reply To Response: Estimated Contract Cost will be ❑increased []decreased ❑unchanged by: Estimated Contract Time will be ❑increased _]decreased ❑unchanged by Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. p1ancinitas, cityA0487115 - moonlight beach ps%ection 13- construction & field work113.09 rfi by contractor and responsestresponse to rfi 020.doc Request for Information and Response © K/J January 2001 RE Qt EST FOR INFORMA x ION NO. 021 DATE: 10/11/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: M -10 SPECIFICATION SECTION: QUESTION/PROBLEM: OUR HVAC SUBCONTRACTOR HAS REQUESTED A DEVIATION FOR THE SUPPLY DUCTING PENETRATIONS. THEY ARE REQUSTING AUTORIZATION TO CHANGE THE 12" X 12" PENITRATIONS TO A 14" ROUND, AND THE 12" X 20" TO 18" ROUND. THE CHANGES WILL BE AT THE PENETRATIONS ONLY. THE DUCTING WILL TRANSITION BACK THE DESIGNED RETANGULAR / SQUARE DUCTING AFTER PASSING BETWEEN FLOORS. THIS CHANGE IS AT NO ADDITONAL COST TO THE CITY DATE: (FOR CONSTRUCTION MANAGER'S USE) REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager -1- Request for Information No.: 021 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: Response 10/11/06 N/A M -10 K/J Job No.: Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ® No Exceptions Taken (NET) ❑ Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks The changes proposed are acceptable.. ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. Respondent: Matt A. Tebbetts Signature: '2 Company: Kennedy/Jenks Consultants Date: 10/11/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be []increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. pAencinitas, city10487115 - moonlight beach pslsecdon 13 -construcbon & field work113.09 rg by contractor and responseshsponse to A 021.doc Request for Information and Response © K/J January 2001 Faicon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Oct 10, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Oct. 03, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • Location of the chemical tank fill line? Pending changes on stairs Ongoing • Falcon requested information regarding controls for the chemical feed pumps- Ongoing • Stile design will be a concrete style. Review of handrail requirements needed Ongoing • San Elijo has received a written statement from Rancho Security stating the alarm system including antenna has been relocated and operating properly- • San Elijo will provide information on the chemical tank seismic requirements- Ongoing • Falcon still waiting on material data sheet from coating subcontractor for floor in UV facility • Falcon to provide an RFI regarding location / layout of new columns @ intermediate floor • Falcon to e -mail to Kipp auto cad drawing showing chemical containment area. • New So -east manhole rim can be raised to elevation 22.75 (rfi 16 indicated 22.70) Construction Progress Meeting Page 2 • Falcon to pay attention to SWPP • Next meeting scheduled for Tue. 10/10 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead RFI Status — RFI log attached • 17 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) • #17 Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • Containment area — does City want drain line? • Rebar embedment into existing — hitting a lot of existing rebar • Stile will be concrete with standard building code handrail w/o horizontal extensions (2 rail system) Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion O Z r_ rri 2 -n q m r y0 i O G) oZ h 4� D C) p r o Z m X Z D W m F m -1 Z z m 0 0 --1 A C W CL m w 0 o 0 N 0 0 a O O O Np 0 O O O O O O O O O O O O O p O z rr N N N I j' O0 ' p' ' ' -s -s 0 0 0 O O O O j O o 3 W N p t0 O 4 O CJ1 O N O O O N _a O to 00 �! p cJ1 A W N D D 0 0 0 o O O o o O o O C:) 0 p o 0 o O O o o O o O O co m W Cn Cn Cn Cn Cn W W W W co W N N N N N N N — -` --' -� -1 V Cn A W -L N N W W W W IC) N N G c0 Oo OD O W O O O) CJl Cn N O W -• O -4 N cn O O Cl O O O N W O 00 00 Cn Cn (O � p O - O O O O O O O O O O O O N O O O Cn O O O O O 00 W N -4 00 W N \ O\ W e j Cn (fl N W -� -� v v N Cn cn 00 � O N N W N O) 00 O CJl Z N (\O QO (` W N v N N N —4 N N N N N N... 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Bernardo Drive, Suite 360 San Diego, CA 92127 -1667 858 - 676 -3620 Transmittal 858- 676 - (Fax) www.KennedyJenks.com TO: Kipp Hefner FROM: Matt Tebbetts City of Encinitas DATE: 9 October 2006 505 South Vulcan Avenue K/J #: 0487115 *00 Encinitas, CA 92024 -3633 SUBJECT: Moonlight Beach Pump Station VIA: ❑ Fax ## pgs. (inc. cover) ® USPS ❑ Other (CA Overnight) PLEASE FIND ENCLOSED: Copies Date No. Description 3 06 Oct 2006 Response to RFI #17 THESE ARE SUBMITTED AS CHECKED BELOW: ® As requested ❑ For information and coordination ❑ Return material when review complete ❑ Return after loan to us ❑ For approval by: Return to: ❑ For review and comment by: Return to: ❑ Other: REMARKS: Signed: Copies to: File pAencinitas, city \correspondence \hefner transmittal 10 -09- 06.doc [KJC© Rev. May 2005] REQUEST FOR INFORMATION NO. 017 DATE: 10/04/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: S -5 SPECIFICATION SECTION: QUESTION/PROBLEM: DURING THE LAYOUT FOR THE TWO (2) NEW CONCRETE COLUMNS ON THE INTERMIDIATE FLOOR, IT HAS BEEN NOTED THAT IF THE COLUMNS ARE INSTALLED PER DRAWING S -5 THEY WILL NOT BE EVENLY SPACED UNDER THE OPENNING TO BE FILLED WITH CONCRETE. (REFEER TO ATTACHED DRAWING) PLEASE VERIFY LOCATION OF THE COLUMNS. Pending direction, additional costs could be incurred. (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager -1- Request for Information No.: 017 and Response Response Date: Specification Section: Drawing Reference: Response 10/06/06 K/J Job No.: N/A S -5 Project Name: Page: Kennedy /Jenks Consultants 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) The columns are intended to line up beneath the above slab beam along wall line 2. This beam and those columns are to support the new wall weight along that line, and need not be centered in the opening, but rather, should align under the wall, and above the wall below. The location should be as drawn, where they should align under the wall and not interfere with the existing ceiling beam.. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. Respondent: Matt A. Tebbetts Signature; Company: Kennedy /Jenks Consultants Date: 10/06/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. pAencinitas, cityN87115 - moonlight beach pslsecbon 13- construction & field work113.09 rfi by contractor and responsestresponse to rfi 017.doc Request for Information and Response 0 K/J January 2001 �s Ewa gig fJ i US .ADr. =tab e`t � a Ip o e I a T I' I I a wq Q- REke LEST FOR INFORMATION NO. 016 DATE: 9/25/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: C -1 SPECIFICATION SECTION: QUESTION/PROBLEM: TO INSURE DESIGN SITE DRAINAGE, WE ARE REQUESTING RIM ELEVATIONS OF THE 3EA NEW MANHOLE, AND CONFIRMATION THAT THE EXISITNG MANHOLE JUST OUTSIDE THE SITE IS TO BE LEFT AT ELEVATION 21.31 Pending direction, additional costs could be incurred. DATE: (FOR CONSTRUCTION MANAGER'S USE) REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager -1- Request for Information No.: 016 and Response Response Date: Specification Section: Drawing Reference: Response 10/02/06 K/J Job No.: N/A C -1 Project Name: Page- Kennedy/Jenks Consultants 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) See attached drawing for manhole rim elevations. For the existing manhole outside of the site, the manhole rim elevation should be raised to 22.00' assuming the location of that manhole is within the proposed landscaped area. If the existing manhole is within the proposed driveway, the manhole rim elevation should be flush with the grade of the driveway (to be determined by Contractor).. If Contractor estimates an impact on Project time or price based upon Response, submit Reply withinJ5 working days of receipt. Respondent: Matt A. Tebbetts Signature: — 4 6�� Company: Kennedy /Jenks Consultants Date: 10/02/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be []increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased []unchanged by: Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. pAencinitas, city10487115 -moonlight beach;iMsection 13- construction & field world 3.09 rfi by contractor and responsesVesponse to rfi 016.doc Request for Information and Response 0 K/J January 2001 I _ I� III 11 I I III _ �I REVISIONS ZO � I 1 ASPH _ I I SS MH -- \ 1111Y�" SS MH IIII (N) C -- -- 1j` / RETAI SEE Ci' - -- I i I i I - i MII / - � 1 x 0487115. DD APPROVED DATE REFERENCES Nu TES: 18' GATE ENTRANCE, SEE ARCHITECTURAL DRAIBNGS FOR DETAILS. RETAINING /SCREEN WALL AND EQUIPMENT PADS, SEE STRUCTURAL DRAWING S14 FOR DETAILS. O 5 0 20 JO SCALE: 1' =10 -0' NO. MOONLIGHT BEACH 'ATION REHABILITATION PROJECT G'1 NTE ,GRADING AND PAVING PLAN SHEET 13 OF 68 s 0 0 Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Oct 02, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Sept. 26, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • Location of the chemical tank fill line? Pending changes on stairs Ongoing • Falcon requested information regarding controls for the chemical feed pumps- Ongoing • Stile design pending Ongoing • Eric with San Elijo has requested a written statement from Rancho Security stating the alarm system including antenna has been relocated and operating properly- Ongoing • San Elijo will provide information on the chemical tank seismic requirements • Falcon still waiting on material data sheet from coating subcontractor for floor in UV facility • Area used for intake / exhaust may be usable space. Prior to blocking opening San Elijo will look at to see if access should be left • Next meeting scheduled for Tue. 10/02 Construction Progress Meeting Page 2 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead RFI Status — RFI log attached • 16 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) • #16 Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • Falcon forwarded San Elijo computer requirements for NAIT. Waiting on NATT • New columns shown on drawing S -5 do not lay -out as shown. Field fit? • Response to RFI # 16 required rim elevation of So East MH rim to be set at 22.70. If could go to 22.75 (1/2 ") higher concrete grade rings can be used. If have to maintain 22.70 — 2 -1/2" fill will be brick and grout. • Existing standby generator will be left in -place until all new pumps are operation on new power system with new stand -by generator. Existing generator will be dismantled and removed through hatch at later date • Construction details for the proposed stile? Concrete design would be at additional cost. Attached, is a copy of a mech handrail system — layout with concrete stairs including handrail • Erosion control. October 1 start of wet season. Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion CO) C C- 0 r CA O o O d x CD a N fN 0 Cl 0 N N Cl Cl W O Z r_ Q 2 -I m n 2 M m .0 CO) D z m D W D -I z .0 O m n i ^D l J Z m rn D m G� Z m Z O O O NO O 000 O O O W W O O O CO O O O O L. 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O D < C OKO z z -0 O G m m m z oa o M— pti0 ODz nm D+ m�� o' mcfn Pa 00D �ztn mu+® o� z � z 0 z m A^„n TP iAA�n _ Aom � A � mguo a- ee i T —� 9• RISERS mz �o �n -a� ' o ICat 5A Technical 2/16/04 12:55 PM Pte,_ 7 Is M rieffeendei Your Han& -ail Source. �(>►�hkc1 w Irwin M s loo Irm taarallaa) V �s rs rail• l a2' VIII 1 -- (r "*0 b OM 00• Mrtiraw W Saetioe 1020, 6usiom - 1020.3 Handrails and guardrails. Exception: In areas not accessible to the public and in fully enclosed stairways in office buildings not saving an A E or R occupancy the dear distance between rails or ornamental he *64 lr pattern shall be such to prevent the passage of a 214ndh (533 mm) diameter sphere. pattern °u UM Fac ry-W ouiaf' 1022.4 Handrails and guardrails. Exception: In areas rat accessible to the public in Croup F, the clear distance between rails or ornamental prevent the passage of a 21 -incch (533 mm) diameter sphere. Seeron ISM NuKhrrs -10232 Handrails and guardrails. Exception: In areas not accessible to the public in Group H, the clear distance between rails or ornamental pattern shall be such as to prevent the passage of a 21 -inch (533 mm) diameter sphere. Secda 1024. b64hhtk" - 10242.11 Handrails and guardrails. Exception: In areas not accessible to the public in Group I Restrained, the clear distance between rails or anartuxrtal pattern shall be such as to prevent the passage of a 114nch (533 mml diameter sphere. section 1025. Mweardile -1025.3 Handrails and guardrails. Exception: In areas not accessible to the public and in fully enclosed stairways in Group M. not serving a Group 0. E, or R Ocarpan the dear distance between rails or ornamental pattern shall be such as to prevent the passage of a 21-incch (533 mm) diameter sphere. SOW" 1H2, SW"o - 1027.5 Handrails and guardrails. Exception: In areas not accessible to the public in Group S, the dear distance between rails or ornamental pattern shall be such as to prevent the passage of a 214nch (533 mm) diameter sphere. lwpm Penitma to repaduce ddi aaIM was WWM kml and graced a ere Sadham BuddM Code Cagan hWUM at i woo cat all rein re�,rn add low II 1012" M O4r'itt�� i alr blow a" bepiale (rO**Vd by OW sr Nab" New 509.3 Openings. Exceptions 1. The open space between the intermediate rails or ornamental pattern of guardrails in areas of commerdal and industrial -type occupancies which are not accessible to the public may be such that a sphere 11 inches lire IWIll lr (305 mml m diameter cannot pass through. 'FWa- of dais work ere mWDdwW from dre 1997 edihm of ea Umfmn &akWV Cop; mgYnW 1997, wide Me pan S" of pa PuWisha. the Inariaheml Cmfe of Bu" Oft era• • 3T Ln -F� IL4 IT I ;o in rn 00 0 14 Z M rn z I m -4 > 0 ;ID Z rn Ics 0 m Mull 11 O 0 z ol I-E 0 0 z Z- rqrl 0 r- 0 -q L4 S I I rm I r, II 00 II II ;D " I Ii Iii 0 L4 A rr, n in 0 m jr m V CD 0 i > F > O Z CID C: CC) (D Ln -F� IL4 IT I ;o in rn 00 0 14 Z M rn z I m -4 > 0 ;ID Z rn Ics 0 m Mull 11 O 0 z ol I-E 0 0 z Z- rqrl 0 r- 0 -q L4 S I I rm I r, K 0 C7 Ln z O Z 5; -4 m ;D " I z V, c) >m � 0 X M > m �o x A rr, n in 0 m jr m V CD 0 i > F > O Z M Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA January 24, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Jan 17, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback Sheldon Osgood Eric Raley Ben Taylor Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Old Business • RFD 001 regarding relocation of transformer to west end of Pump Station was discussed. Kipp not sure about elevation and expressed concerns. Meeting with Kennedy Jenks scheduled for 1/19 @ 15:00 • City to review requirement for cages around ladders in new retention basin. Falcon suggested possibility of ladder -up W/harness in lue of cages — City to advise RFI 002 • Falcon requested City to exercise 14" plug valve within valve vault. Eric indicated was unsure when late time valve had been exercised, but did not see any problems with operating it. Falcon will install new 12" by pass pipe prior to exercising 14" plug valve. ;ubmittal Review • Review of submittal log Progress of the Work fj r • Cleaning up site. 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N 0 N N 0 0 �D C N M+ 0 0 3 0 r 0 c0 E "n O � � o r z � rn_ � Z =r rn .o = r �m � z Cl) � as — o rn �m o Z o G7 --iiiiiii0ii�� �D C N M+ 0 0 3 0 r 0 c0 E "n O � � o r z � rn_ � Z =r rn .o = r �m � z Cl) � as — o rn �m o Z o G7 _ City Of Encinitas January 9, 2006 Falcon General Engineering, Inc. 572 Collyn Street Vista, Ca 92083 Attn: Dale Re: RFP #1 MOONLIGHT BEACH PUMP STATION REHABILITATION PROJECT ES -498 Gentlemen: Pursuant to paragraph 2, Extra Work, of the contract documents, it is requested that you submit to this office your detailed cost proposal for all labor, material and equipment necessary to accomplish the following change. All further correspondence regarding this work shall be identified as Proposed Change RFP #1 until incorporated into this contract by written modification. Your proposal should be submitted for the following work: Summary of Changes to Plans: Sheet L7 (sheet 67 of 68j: The. attached plan shows various changes recommended by Mark Widniewski of the Cottonwood Creek Conservancy. The changes include small walls and a flood protection swale. In addition to your cost proposal, you are requested to indicate any changes to the construction schedule as a result of this proposed change. This letter is a request for a price proposal only and is not to be construed as an authority to proceed, such authority being withheld pending receipt and review of your detailed cost proposal. It is requested that your cost proposal be submitted with the speed necessary to avoid disrupting the construction schedule. If you have any questions, please call me at 633 -2778. Sincerely, Greg Shields; RE: Field Operations - cc: Kipp Hefner, Design Engineer Ron Brady, Inspector TEL 760 -633 -2600 / FAX 760- 633 -2627 505 S. Vulcan Avenue, Encinitas, California 92024 -3633 TDD 760 -633 -2700 recycled paper sit[ p P 11 yl 1 1,14 ol ICY q pk)12 ---- L H! lit ilA, ---- L H! 1A lit INA -,p0 \� �otp lit 1A lit INA -,p0 \� �otp Faicon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Sept. 26, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Sept. 19, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • Location of the chemical tank fill line? Pending changes on stairs Ongoing • Falcon requested information regarding controls for the chemical feed pumps- Ongoing • Stile design pending Ongoing • San Elijo requested a written statement from Rancho Security stating the alarm system including antenna has been relocated and operating properly • Operator interface for controls. NAIT contacted Mike Thornton directly to discuss availability of a 19" touch screen. NAIT provided Mike with a proposal to use a PC w/key board and flat screen monitor. Concept OK by Mike but proposed computer not acceptable. A meeting to be established prior to submitting formal submittal • Next meeting scheduled for Tue. 9/26 Construction Progress Meeting Page 2 Submittal Review Review of submittal log - Progress of the Work • 4 -Week look ahead RFI Status — RFI log attached • 16 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) • #16 Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • NAIT indicated they are waiting on spec for PLC desktop computer, from Mike Thornton • 3 pair of pile along north side will be left in- place. They will be cut off a minimum of 4' below finished grade and indicated on as -built drawing • Rim elevation of new manholes. Existing MH rim was 21.31 does it stay the same elev.? Refer to RFI 016 • Response to submittal # 02 -01 indicated requirement to provide seismic cals for re- located chemical feed tank. Seismic anchor straps and calculations should be provided by agency providing tank • Construction details for the proposed stile? — refer to attached drawing showing new design relative to area. (attached for reference only refer to Royalite Mfg ship ladder) Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion E O r ci _ -n --I D m r C) =0 G) WCh >+ D Ul o Z m M Z D � o_ro m m d z Z M 0 m n n -� d Cc m M to N N O O O O O p 0 W O O O ,p '� .A W W 0 0 0 0 O O O O 0) C O O O O O z Q 3 N N N I -L ' -L -L � ' O' N ' 0 ' 0 -' -L s 0 0 0 O CJ1 O O W O" N� D o W N� O CO O� O O p 0 N� 0 �O 00 �1 p •A N N W O O O O O O O O O O O O O O o O O O O O O O O O O O N OD N N N N N � .n., U7 N O W " O V N Ul O O O O O O N -� W O O O Ut CT C01 7 O � O O O O O O O O O O O O N O O O -� m O O O O C) O 00 W N V U1 U1 V O � 00 0) W O W C U1 N 00 � V �N Ul j W M N N W N C7 N O Ul z N -' O N 00 CTS -' Ul W N rr m N N N N N N N N N N N N N N N O On N N D NO N N N N N N O CD O O O O O O O O Cl O O O O O O O O O O N O O O O O O O O � O O O O 6 ,-�; Q O O O O CA O O O O 0 O O O W O O W O O O m O O C7 O O O CA U1 O O O) OA CA d) O N (ODD W � � O N (�O cn � ' W cn � W W 00 0) � O N \ O — (D O O � � W 3 v N A CO C` `\ Cl 00 \l N N N N y n N N N O N N o m N N N N N N N N N N 00 00 N O O 00 O O O CD 0 0 0 0 0 0 0 0 0 0 0 0 rn rn rn O m o a' a rn rn rn rn rn rn rn rn rn cn (nn cn CL C) D cn cn (A O n n 0 0 x x D�_ 0 D-u T 0-4 m z m O c m O m x Z Z� m m C7 z ;� x m m m �n < --1 W -1 W � m m D w D O o --I m e o w o o m ' z D-I z M>> -n �_ x O Z z m x x x' O O< O r D -I C7 n Z 90 � D O m c z -mi -m-i -i z z o o o T z O O-i --I O x OT_. m z' M 0 0 m m z n x D Y -1 K c z M O v T Z O z O Z O m Z� z z 2, C Z -f z n n D m z D z o� D- Cn (n z o o K r� D� _ z m w K w m m -i � 0 O x x D D m r -v X D Z z r > z w cmi� 0 0 m m 90 z m m -1 O m W v -o M m X -n X -< O z z z G) O c cn m z.� z z 0 •-i cn M z. -i D � o o m > -i m D cn m v D o Z m rn m ( z! 0 m O z 0 r 0 G) m m D O O -n 0 p m <z cn n z G) -i D r- z D c r-> D O ?� U) 0 z -< Cn W m z c z x m m U) O � K z --n r O W m D MDv DDv -Dv m y M m X m � 0 O p O O D O m z 0 m °y m D 90 D K a y z O n D D m D n o Ch Z° CO) z N C z z � -i D v z cn cn 0 cn z y co m co O o N N Q CO) C O c cn ...1 ~ 0 Z Z C c C N� W W r W Cl) ZK m m m m v m M v v v o v v E O r ci _ -n --I D m r C) =0 G) WCh >+ D Ul o Z m M Z D � o_ro m m d z Z M 0 m n n -� d Cc m M to N N O O w W O NNNt?�NN C) 0(n N 'O 0 I '0 0 6 P 6 0 •P O O OD •P -N 'O w OO O 0 � -N -1 O 0 -N CA 0 -N 40, 0 •P W N 0 0 •P 0 W 0 0 W O 0 W 11 0 W 07 0 O W W 0 •P O W W N W� 000 W W O N �O ONO IOV y N 0 N O 0 N CTS W (b O W v N O W O W O W O - N O — N O — N O — O O N O O — O W O O O Cn N W O � O' O Cl N O O 0 O O c0 CO M O CD c0 O O c0 �I �l O 0 N" O O (0 — — W CO Cn O O Cb co W' Co O (b V O O co W O v Cl W N N Cn Cl V 0 O O O -I O N O O �l Cn Cn O O �I N N N O �l N N O �I CO O O -I W CA CO N O O CA CO N O O O CJl N O O Cn O N O O CA O N O O Cn CA N O O 0) N O Co O N O O CA Cn CT - . 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Ladders !) http://www.royalite-mfg.com/ladders/slbr75_specs.htm 1 (800) 875 -9548 sales@myalite-mfg.com Accessories Quotes Sure Step Aluminum Access Ladder Specification Ships Ladder, 75 Degree with Bridge Return (Model SLBR75) All ladders shall be submitted and approved prior to fabrication showing; full dimensions, wall and floor attachments, materials, construction and finish. All ladders must comply with all safety ordinances pertinent to installation. Materials shall be electrolysis and maintenance free aluminum or #302 stainless steel. Ladders shall be "SURE STEP" Model SLBR 75, Ships Ladder Bridge, 28.5" (723.9mm) wide for safe passage, as manufactured by Royalite Manufacturing Inc., 1055 Terminal Way, San Carlos, CA 94070 -3226, (800) 875 -9548. Steps shall be 4" x 1" (101.6 x 25.4mm) in section by 24" (609.6mm) long, extruded from 6063 -T5 aluminum, serrated on the top surface, smooth and rounded on the sides and bottom. Steps shall carry a 1200# (544.31 kg) load without failing. Heavy -duty side railsshall be extruded from 6063 -T5 aluminum, no less than .125" (3.175mm) wall thickness by 6" (152.4mm) wide x 2.25" (57.15mm) smooth and burr free Channels. Steps and handrails shall be fastened using 302 stainless steel self locking fasteners or full penetration inert gas heliarc welds. Platform shall be 24" (609.8mm) wide, extruded 6063 -T5 aluminum, serrated on the top surface. The platform shall be not less than 12" (304.8mm) or more than 24" (609.6mm) in length. Hand rails shall be made of 6063 -T5 extruded aluminum, 1.5" (38.1 mm) x .125" (3.175mm) schedule 40 pipe, rounded at all corners, smooth and burr free, welded to aluminum mounting plates. Floor brackets shall be 6063 -T5 extruded aluminum angles, 2 "x2 "x2 "x1/8" (50.8 x 50.8 x 50.8 x 3.175mm), fastened to the heavy -duty side rails with 2 (two) _ "(6.35mm) 20 x _ "(19.06mm) stainless steel hex head bolt, self locking nut, & lock washer. Finish shall be mill finish or UV protected polyurethane in manufacturert standard color or OSHA safety yellow color as specified by the architect. Finish to be applied over a chromatized surface pretreatment. Click here to download Microsoft Word DOC version of this specification. 1 of 2 9/25/2006 3:31 PM Royalite Manufacturing - Ladders & Skylights 1- 800 - 875 -9548 http://www.royalite-mfg.com/ladders/sibr75 image.htm © 1998 -2006 Royalite Manufacturing, Inc. All rights reserved. All trademarks are property of Royalite Manufacturing, Inc. 2 of 2 9/25/2006 2:37 PM PLAN 1/2" = 11 -011 1 1 /2" DIA ALUM p SCHEDULE 40 PIPE 1 HANDRAIL (1.66 DIA) rl� O 1 21 � I 6"X 2"X 1/8" ALUMN EXTRUDED CHANNEL 1 STRINGERS _\ � fit% / / \ \kp -104 Ch 2 "x2 "x2 "x1/8" �� ALUMINUM ANGLE FLOOR BRACKET + (STANDARD) + _ I—►-- T-10911 f - 16 —iCO to SIDE ELEVATION Fdicon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Sept. 19, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Sept. 12, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • Location of the chemical tank fill line? Pending changes on stairs Ongoing • Falcon requested information regarding controls for the chemical feed pumps • Stile design pending • Falcon waiting on material data sheet from Parada • Falcon requested written response to changes in the chemical containment area • Additional information required prior to Falcon submitting a quote for drainage swale • Next meeting scheduled for Tue. 9/19 Construction Progress I,_ -eting Page 2 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead RFI Status — RFI log attached • 15 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) None Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • Sancon schedule- 2°d contractor to remove sand needs to be coordinated — KEEP KIPP INFORMED OF ANY SCHEDULE CHANGES • Sheet pile @ are of manhole & existing force main — Possibility of leaving some sheets. If OK at what elevation can tops be left at. • Telemetry system relocated to UV facility Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion CID 0 0 N V o� 0 h 16 V 0 A 3 V l6 H U U W w CL O W J W o0 Z = C� W Z o J O o QP < o0 W NO 7 W g C� p CL Z Q J W Q m U J Z O m c Co Co O O O U) w c- O O p O N O O O 0 0 0 W 0 0 0 0 O M o It N O M O O p W p to p M O ?' c M c0 T- a0 W O O> W co O Z O O O O O O W N O ti W W 00 O O (O O O O LL N 00 O p N O O N O p O O N N N N N N N N O O O O m O O O O O w U 'O n- 2 O N N O N O N t 7 CO Q CO O r = M QO '�t N Q H W z ? z cn (�D CO � m -C2 LO M w Q U) �- M 14 r M J M O O r 0 d 0 N � N eM� m E° O m O Co O m co J O O Z r m c) O r O r O ti 00 p o 0 p 0 N z Cl Cl Z 0 0 0 00 0 0 LL 0 0 Q_ Q 9 = Z J N co W [C,) W Q N W N (O O 0 O U W to Z > (D (D N � o O O (A o on 0 O fl C� Z g _ } c O o O �- z Z d O O O Z w Z H H d Z O �'" O N v Q� O Z O o LL N O N O N O N N CO w N N w N v cn v cn N N Q N N Q Q U N Z U � N N 3 c0 2 w w Q W a a O Z H w �- (O M w Q ¢ w F= - `- p ¢ O w z U U z N T-- N \ z a p N a~ Z z p W c z_ N � O p p U M W Q W W co U LL w Z W r ti LO m w — W c Z W J J to O ¢ a 2 O z w w w w U U v i � 0� w 0 o U o- 0 w~¢ o U O F- O w 0 U) 2 U) U Z- a= -� ¢ W- g g U U= oOL' z cn cn U U z ¢ g Z Z V 0 cn z CL CL LL Y a OOggau.z�QY Q °- =�Uz �- W Q O o Q CL z CL z a M O w w ~< U U m Q w w Z U U Q � Q a Q () U ' ' � Q � o � m Z U F- J U Z Z Z (A w W m F- p W LL Z= U U_ c Co Co O O O U) w c- O O � O N O O O 0 0 0 0 0 0 0 0 O M o It N O M O O �n O U) to M M O ?' c M c0 T- a0 0 O O> 0 co O Z O O O O O O O N O ti co O W 00 O O (O O O O LL N 00 O p N O O N O p O O N N N N N N N N O O O O m O O O O O w U 'O n- 2 O N N O N O N t 7 CO Q CO O r = M QO '�t N Q W z ? z cn (�D CO � m -C2 LO M w Q U) �- M 14 r M J M O O r 0 d 0 N � N eM� E° O r O O O O co O O O �- r r c) O r O r O r O 00 r0 0 0 0 0 N z Cl Cl 0 0 0 0 00 0 0 LL 0 0 Q_ Q 9 Z J N [C,) lf) O O W Z (O 0 Z U LO to Z > (D (D c0 � O a O O O ¢ 0 O (O O fl C� Z g _ } c O o O �- LLI O O O O O O w O H H O O O Z U Q� O Z O o LL N O N O N O N N CO w N N w N N N N N N Q N N Q g U N Z U � N N c0 2 �_ w w Cl) j ¢ Z H w �- (O M w CO ¢ w F= - `- ¢ O w w U U z N T-- N \ z a N N a~ Z z w W w z_ N � O M w U M Q Q O co M LL Z Z O r ti LO m � J J to O ¢ a 2 O z w w w w w U v i Q 0� w O o U o- J w~¢ o U F- F- w W U) 2 U) W Z- a= -� ¢ W- g g U U= z cn cn U U z ¢ g Z Z V 0 cn z >,6zz�Z LL OOggau.z�QY =�Uz �- W C9 O o 0 Z z z z a M O w w ~< U U m LL w w Z U U Y a (� () U ' ' � o � m Z U F- J U Z Z Z (A w W m F- p W LL Z= U U_ F- fA (n Q O W cn U J F- N O -2 LL 9 U U F- a cn LL W W W Q Z M Z Z F- Z Z W W o w J O °O0U)W ) < W wW0CLa_pOUgawwUV� IW- 0 co c Co O O O O LO c- O O � O N O O O 0 0 0 0 0 0 0 0 O M o It N O M O O �n O U) to M M O ?' c M c0 T- a0 0 O O> 0 co O O O O O O O O O N O ti co O p 00 O O (O O O O r N 00 O N N O O N O p O O N N N N N N N N O O O O m O O O O O N N 'O O O N N O N O N t 7 CO CO CO O r = M QO '�t N Q Z N (�D CO � 00 -C2 LO M w Q Q M 14 r M U M O O r 0 d 0 N � N eM� E° O r O O O O co O O O r r r c) O r O r O r O 00 r0 0 0 0 0 N z Cl Cl 0 0 0 0 00 0 0 Cl 0 0 0 m 9 r N [C,) lf) O O (O (O 0 (D O LO (O 0 O (D (D c0 � O a O O O M O 0 O (O O fl M O O O O O O O O O O O O O O O O O O 0 O N O O O N O N O N O N N N N N O N N N N N N N Q N N j N N N � N N c0 Cl) j N Z LO O �- (O M CO W i' - `- �- O � p? 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N C.0 ad� G 0 d K O W � N O o E t0 p N O m o E N T I V � la m U >I _ C OIQ uI>IIIC w� o 10 p U h 2 Z � of v W O LL o W .o ;r Z O o � z° Z v� m W C J � � co � WOz�zz° 1a40.� u C o�000 IVY ` y- N` N N i ' ,v Q ^ N L � N N a c CO y � � v k U d y 0 0 ¢aaw'D =e( e o° 0 0 0 0 0 O W p u CO CY, U 0 0 0 0 0 cc _ O LL ry LL if �� _ O O O O O Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA Sept. 12, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — Sept. 06, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • Location of the chemical tank fill line? Pending changes on stairs Ongoing • Meeting with Sancon went well — No additional costs to prep. • Falcon submitted letter from Earth Support Systems regarding removal of sheet pile • Next meeting scheduled for Tue. 9/8 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead Construction Progress Meeting Page 2 RFI Status — RFI log attached • 15 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) None Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • Information on Chemical feed pumps / control panel — • Design for stile • Review of proposed changes to chemical storage site (relocate sump/ add drain/ re- locate conduits change to I") need written approval • Cost for coating floor of UV treatment facility. Falcon waiting on written quote • Drainage swale — Need more information to price out. Falcon Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion �O m O O O y D D m m o z= D m z m C .1 O m X z z -� cn w z Z T o D n n m-n Cn 5 -o O n o o m -n m D cn z D z= D D T 0 p O S Z m w x w O O< n r -_I D cn cn n n z � c D p m c z Z Z z D z O m 0 -i '� O n n O� z I n n z m m TTZZ z O D z D Z mn G m z N z z g° c c W z K D -4 z cn (n z = n n D _ T z m to K W m m -I -1 n p w w D m r -D m -1 O 2 m m m m m z F. -U D m Z- r� 00 0 0 Z m m m Z Z o vi -o z -n-<Z n n w m > ���n� K mmmm m �-nin�°�n_+z m T Z m 0 � m m y m � z w n n z G) D N n C r D T z TI (n r -< D -I n D ca z C z m Z m D 9 D D n D D v A A� O O m O 0 0 O m C) < < O< v v n m p D v � p v v m o D f� 3 y y a 3 D m z n D n n C n V� 0 o n� N a. 0 0 N n D 0 N N 0 N z C m Z ojo to Z° V� Z Z C O Z Z Cl) CO) O C ca cl) CA 03 z o -�i O0 m m v m v m v v m v v 00 D r r v O m O a 0 z W a, 9 O r -n �D W� >0 n0 = Z G) .p `ono f m U -4 D opr o Z m jrnZ 2 � W Z �m m �z Z .0 O C- m 0 n d c� M m IA 0 m N 0 Cl 0 D 000cO�oOO� .pww00000000�0000 N n 0 0 0 0 o o 3 co � W U1 W O O CJ1 , ` O .�Ot000�1pCJ1�wNDD co 0 0 0 co O � a W m W N�6wo- W 4mOco"6o O 00 m N N N N D Q N N N O N N< m O O N N N N N N N N O p O O N O O O O O O O O O O O O A a 0 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 O W U1 U1 U7 Cn O N N W W W W N N CO W , C O Cp OD CJt U7 Co A O C> N O W O O) O O) Co O Co O O O N O p N O W O U1 O O O O O 7 O .P O O O O O O -� CO 00 a O W � '' O W Cl) c 00 W J= � co N -� N y j N Cr 00 _a O) N a N W 1j O) co N O Cn z" N coo fV 00 CJ`1 C? 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O N O N 0 0 Cl 0 O 0 O 0 0 COJI 0 C0J1 0 N 0 O v Cl v O v O V O p O O Cp O O ? 0 CO O 0 �I 0 V N 0 Ul Cl m m m v a D CA m� m CID N N O N O U1 .� N O O A N O O -+ A N O CA N O m A N O O 0 —N N O U1 > 0 � N N O CJ1 > 0 N N O U1 > 0 N N O Cn �.i 0 N N O U1 > 0 N O U1 > 0 N O Cr ...a 0 N O cn W N O O O N v N O CA N N O O W W N O O N N O O Cn N O CA 0 CC) O CA N 00 O p r N A p O Ul O O A N O O A P N O CD 0 r< N A O O N N N N N 0 0 0 0 0 0 0 0 0 V N N N N N N N N N N N N N N N N N N N W 0 ` `1 C`J1 = ` = ` 00 d0 OD d0 d0 OD 00 ` OD CEO O N N N N N N N N N N N N N N N N N N N N N N N N O O O O O O O O O O O Co O O O O O O O O O O O O p� CA CA CA Ul V1 m m O O O cn Cn Un Cn U1 CA U1 CT O O O O 0 D D D D CA m O T O X m m m m m m m v a D CA m� m w m m� m� m m 0 Z r -n m D Z 0 r< 0 K Z ?t r_ (n v 0 C T D r Z O mZ O O m -5 -p O < O O rn D 0 -� < G) y-< < < m Z Z g z z> c m m z G O O D m Z m m -i x m m z m q� =i O O -i z m n v m z x m m c v m ;a Z Z 0 0 M v v v v v v v v v m r -I x O cn 0 c ;a z °-° c c 9 9 c 9 my my DD DD N N m m n 0 0 m z z X�� z m m �> n XO 0 D�� N' N G) > m � m 0 z r-< 0 O 0 -D_I m m� r D D c m z m m O z� z v z n< O O< O oo D c c c c c c c c D v CO) c ,� D m z z w w w r< w w w w oo c c c r -� rn ,�, m -zi D n m�� m C -' N y G) z O k m m O m m z k m� m� O w Z �_ -4 -< fJ O z v v m cn v� m g m n -� -� cn (n m 01 CAI Or Z m -n � o�� Oc D m� K-1 O m z m K -Zi m m n m n D D rn G) -� -a m m m m m m m m 100 -i z z c> < n m m O v G)� v v m(n v v v n s� F- 2 n o m -I -A -n -< r O m Z Z� Z K X z-1 n Q° x G) m m z v m m-< m; O D i m cn N v' np n� - cn D W O O m m O G m G) � m O c N oW c m x -i m z r x Cf) G) D m cn K Z m D D D D m T O X m m m m m m m v a D m� m w m m� m� m 0 Z 0 O 0 0 0 0 0 0 0 0 0 0 O mZ O < O O < < < < < < < < < Z n < 0 m w m m m m m m m m m v c m c ;a M v v v v v v v v v v v v ;a v c 9 9 c 9 my my DD DD N N N N 0 0 N z z z z m N 0 N N' N 0 0 (Dn 0 z c z N z O O O c c c c c c c c CO) c c z z w w w w w w w w oo r. -4 m C N N c k k k k k k k -4 01 CAI Z o o�� O-4 m -� -a m m m m m m m m 100 my my m v v v v v v v v v v AWN cjJ W N O O O D � D z O z G) K O K c r m m v r O z O � n � O o z „ m � r O o r z m W -i X c J N O U7 A W N i O O O W N �D' N O (D O O fT A W O (O O V n N O N v 00 3 ? 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Attendees: (BOLD INDICATED ATTENDENCE) — August 29, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • Falcon provided a new drawing showing changes to chemical storage are. San Elijo to review and provide comments - Ongoing • Falcon was to meet with Rancho Santa Fee security to discuss relocating telemetry equipment and antenna. City to be kept informed — they never showed- talked about mounting to the UV container — Kipp didn't like the idea ... might move the container Kipp will get back with answer • Shoring moving- talked about stopping and calling the shoring Engineering for recommendations for removal • Talked about demoing pump station entrance and how to secure — Falcon proposed plywood hatch w /lock —Eric approved and will supply lock Construction Progress Meeting Page 2 • Response to RFI # 14 (stile) to large — Refer to drawing City would like to see it made of concrete Dave emailed to Kipp for review • Location of the chemical tank fill line? Pending changes on stairs • Falcon will meet with Sancon later in week to look over any preparation required on walls - pending outcome additional costs could be incurred meeting on Thur. • Next meeting scheduled for Tue. 9/4 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead RFI Status — RFI log attached • 15 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) • None Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • Removal of shoring system • Design for stile • Meeting with Sancon went well. No unusual finishes required on inside walls • Falcon will be installing a temporary antenna pole /mask. Permanent antenna will be installed per contract drawings. Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion N C C- 0 00 F- CA r o 0 d C CL m w m A 0 0 0 O Z r G) i 00 a .0 C N D O m D 00 D Z M O C- m 0 -A D n O z G) m D r Z Z m X z G) O o 0 o O w o 0 o p 6 p' p w w o 0 0 0 0 0 0 D 0 0 0 0 0 op Z 3 3 N N N 3Nc0N-07CJ1W I " I. -� -� � KN�,PN- � � �" &0to00-1p -, 0 0 0 0 0 I 0 0 DD O W N- N at - 0 C', 0 0 Cl 0 0 0 O 0 o O o o 0 o 0 0 0 0 c O -� Cn V Ul Cn (n � Cn W io Ul --� � N 4, N W W io W CO IC) CO W W W CO N CO N< N (0 N 00 lo N 00 la N O) N W N O O O 0 s Cn N Cl O W O --1 O O O V O N O 0 O 0 O 0 O O O O O O O N O O N --& O W O O W Ul W O 0 O 0 O CU O ? 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SMISM,, a�2n7 SANA0ARCW, CAL/R7R1 M MUM 7Fx FAXt n) 7SY -04M September b, 2006 Mr. Dave McMahon McMahon Construction 2801 Camino del Rio South, Suite 202 San Diego, CA 92108 Re: Moonlight Boach Sewer Pump Sbtion Encinitas, Callfornla Subject: Site Inspection of Sheetpole and Waler Fternovals Dear Mr. McMahon: PAGE 01/01 Phone (619) 491 -9355 Fax (619) 491 -9364 Earth. Support Systems, Inc., (ESSI) has performed a site inspection on September 5, 2006, after the shoring contractor has attempted to remove the walem at the above referenced project. Base upon our observations, It appears that there may have been some voids between the sheetpile and the gravel baddill placed against the new structure, resulting In lateral deflection of the sheetpile, once the walem were cut loose. We do not anticipate additional deflection of the shoring system, as all voids appear to have been bac kfilled at this time. No additional remedial measLM are required at this time and remaining sheetpile and waler system may be removed. Use vibratory extraction to help consolidate any voids below grade which may have resulted from the previous lateral displacement of the sheetpile shoring system. Should you have any additional questions or comments regarding this matter, please. advise. Sincerely, EARTH SUPPO YSTEMS, INC. William S. Fischettl, PE President ac.: Falcon General, Fax lit: (760) 630-3648 s No. 40681 — * Exp. _ oy3j= F CALF 09105/2006 05:11 760-70"-0493 EARTH T r , EARTH SUPPORT SYSMAfS,1AC f8.R VA44 aW S7RAEr,, 507EMf SANMARG70LS, CALA93WMlA bW78 ltd (7w) 7B>-0 42 FAX (76D) 761-0493 September 6, 2006 Mr. Dave McMahon McMahon Construction 2801 Camino del Rio South, Suite 202 San Diego, CA 92108 Re: moorwom Beach Sewer Pump Station Encinitas, CaUtornia Subject: Site Inspection of Shaetpile and Waler Removals Dear Mr. McMahan: PAGE 01/01 Phone (619) 491-9355 Fax (619) 491 -9364 Job 005 -196 Earth Support Systems, Inc., (ESSI) has performed a site inspection on September 5, 2006, after the shoring contractor has attempted to remove the wafers at the above referenced pmjea Base upon our observations, it appears that there may have been some voids between the sheetpile and the gravel baddill placed against the new structum resulft in lateral deflection of the sheelpile, once the wafers were cut loose. We do not anticipate additional detecdon of the shoring system, as all voids appear to have been backfilied at this time. No additional remedial measures are required at this time and remaining sheetple and wafer system may be removed. Use vibratory extraction to help consolidate any voids below grade which may have resulted from the previous lateral displacement of the sheetple shoring system. Should you have any additional questions or comments regarding this matter, please advise. Sincerely, ::;SUPPO YSTEMS, INC. Wigiam S. Fischetti, PE President ac.: Falcon General, Fax #: (760) 630 -3648 Lull No. 40661 — n * UP. o3 �nrr 9 F CA1� Confirmation Report — MemorY Send Page : 001 Date & Time: Sep -05 -06 03:42pm Line 1 Machine ID Job number 004 Date Sep -05 03:41pm To : 294363924 Number of pages 002 Start time Sep -05 03:41pm End time Sep -05 03:42pm Pages sent 002 Status OK Job number 004 * ** SEND SUCCESSFUL * ** • SM[T'TAI-' FORS - - TgAN_ FJ� 760/633 -2818 City ofEnciaitas Engiace's'iuS SOS S. Vul CA �Z 024 3633 ]Mncinitss., .760/633 -2770 ' NO. OP pAGES:_Z • pATE pc IN f C- TO- - OF: PHONE: FROG= Please Handle — G t-7 Q Pl�a`K+ Rcp1Y b'3'- TRANSMITTAL FORM FAX 760/633 -2818 City of Encinitas Engineering 505 S. Vulcan Avenue Encinitas, CA 92024-3633 760/633 -2770 SEN DTO FAX #: �7 �� 3 ' NO. OF .PAGES:_ z- DATE ---4 n t� TO: ` OF: ADDRESS: FROM: PHONE: (7601 633- Z7 7 ❑ Call ASAP .Review &Call ❑ Please Handle Per Our Conversation ❑ Review & Return ❑ Please RePly by CON1NIENTS: "A 1 -\ June 19, 2006 CON GENERAL ENGINEERING, INC. N STREET • VISTA, CA 92083 • TEL 760/630 -9570 - FAX 760/630 -3648 • STATE CONT. LIC. #540704 City of Encinitas 505 S. Vulcan Encinitas, Ca. 92024 Attention: Kipp Hefner Reference: Moonlight Beach Sewer Pump Station Rehabilitation Project City of Encinitas, Ca CEE04J Subject: Cost Proposal RFP 001 Changes to landscape walls Gentlemen, Document No. 0501 -A -019 As requested, we are hereby submitting our cost proposal to accommodate the changes outlined in the City of Encinitas RFP 001 dated 1/9/06 INCLUSIONS: 1) Excavate, form and cast step footings per regional standard drawings 2) Install aprox. 190 lnft of split face masonry block (varying height); with 2" cap 3) Install waterproofing coating on back side 4) Import, install, and compact backfill material 5) Excavate and cast a new 6' x 50' swale with San Diego Buff colored concrete EXCLUSIONS: 1) Painting or coatings other than listed in inclusions 2) Responsibility for function- ability of swale If you have any questions, please feel free to me at (760) 630 -9570 ext 202 Sir, TOTAL COST CP 009: $58,788.00 Dale t. Wi3rt f ist President Falcon General Engineering, Inc. Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA August 29, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — August 22, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • Falcon provided a drawing showing changes to chemical storage are. San Elijo to review and provide comments • SDGE is in the process of removing the existing meter form the meter panel. • Falcon received from City responses to RFI #'s 14 & 15 • Falcon was to meet with Rancho Santa Fee security to discuss relocating telemetry equipment and antenna. City to be kept informed • Next meeting scheduled for Tue. 8/29 Construction Progress Meeting Page 2 Submittal Review • Review of submittal log - Progress of the Work • 4 -Week look ahead RFI Status — RFI log attached • 15 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) None Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • Response to RFI # 14 (stile) to large — Refer to drawing • Location of the chemical tank fill line? • Falcon will meet with Sancon later in week to look over any preparation required on walls - pending outcome additional costs could be incurred • Attached drawing showing changes to chemical tank area Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion v CD N DD D r r v O w 0 z 0 N H r. 0 F- C) -n 0o r. 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A N N N N p N O NO CD N O O O N O N — CD CD O O N N O N N p p O O O O O O N N N N N N N C1 C1 0 C 0 NO O O O O Opj O W CA CA CA Co p p p tpn O O O C> 0) O v0, M C) C) 0) Cpn rn U' cn Ul rn rn cn rn rn rn rn << v rn A co N j N CA v Ul W N �! 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II III II III Iii III 11 III I i Ell •�•:'`�'�'� � III t cc Q Z �r O ~ W m Li Z LL- Cie J N N � CL < m z a. ~NO W + QXO a' ILLJ LLJ Q �QQ I m V W = ZC 8 O O c _I (7 v v) Z Z 050 Z a c) Z..: � o;u W Z Z C7 W Z Z W O W U Z w I j e ©■ ra Elm Lr) I "m •• I j e ©■ ra Elm Lr) I "m •• e _* PRFSSrI M SYM MS Submersible ISO- 9001:2000 Certified Level Transducer FEATURES • Custom Level Ranges up to 700 ft (210 m) HZO • Accuracy of up to ±0.05% FS Available • Analog Outputs of 4 -20 mA, 0 -5 VDC or mV • Welded 316 SS or Titanium Construction • Optional Lifetime Lightning Protection • Optional Temperature Measurement Output • Custom Cable Lengths APPLICATIONS • Well Monitoring • Lift Stations • Slug Tests • Level Control • Ground Water Monitoring • Pump Control • Oceanographic Research • Surface Water Monitoring • Soil Remediation The Series 700 family of submersible hydrostatic level transducers is specifically designed to meet the rigorous environments encountered in liquid level measurement and control. They can be configured to perform to specifications under most adverse, reactive conditions. All KPSI Transducers utilize a highly accurate pressure sensor assembly specifically designed for hostile fluids and gases. The assembly is integrated with supporting electronics in a durable waterproof housing constructed of 316SS or Titanium. The attached electrical cable is custom manufactured to Pressure Systems' specifications and includes Kevlar@ members to prevent errors due to cable elongation as well as a unique water block feature that self -seals in the event of accidental cuts to the cable. Each transducer is shipped with our latest SuperDryTm Vent Filter that prevents moisture from entering the vent tube for at least one year without maintenance even in the most humid environments. These units are designed for installation in a Class I, Division 1, Groups A, B, C, and D, Class II, Division 1, Groups E, F and G, Class III, Division 1 hazardous location when connected to appropriate apparatus such as those manufactured by R. G. Stahl, Inc., and others. KPSI transducers are type approved by the American Bureau of Shipping (ABS) and are UL, FM, CSA approved and have a IP 68 and NEMA 6P housing protection rating. The Series 700 is CE compliant to EN 61000 -6- 4:2001 and EN 61000 -6- 2:2001. Pressure Systems, Inc. An Esterline Company 34 Research Drive Hampton, VA 23666 USA Phone: (757) 865 -1243 Toll Free: 800 - 328 -3665 Fax: (757) 865 -8744 E -mail: sales @PressureSystems.com Order On -linel Web: PressureSystems.com Updates: PressureSystems .com/updates.html E- commerce: LEVELandPRESSURE.com PSI Ltd. 124, Victoria Road Farnborough, Hants GU14 7PW United Kingdom Phone: +44 1252 510000 Fax: +44 1252 510099 E -mail: PSI @WestonAero.com Standard shipment is 5 working days after receipt of order. Expedited shipment of 1 -4 working days is available. All orders are shipped FOB from our factory in Hampton, Virginia. 7 3 5 10.050/6 FSO Static Accuracy, Stainless Steel 7 3 0 ±0.10% FSO Static Accuracy, Stainless Steel 7 2 0 ±0.25% FSO Static Accuracy, Stainless Steel 7 1 0 ±0.500/6 FSO Static Accuracy, Stainless Steel 7 0 0 ±1.000/6 FSO Static Accuracy, Stainless Steel 7 3 5 T ±0.05% FSO Static Accuracy, Titanium 7 3 0 T ±0.10% FSO Static Accuracy, Titanium 7 2 0 T ±0.25% FSO Static Accuracy, Titanium 7 1 0 T ±0.50% FSO Static Accuracy, Titanium 7 0I 0I TI ±1.00% FSO Static Accuracy, Titanium 1 Vented gage 3 Sealed gage (except Model 735) 4 Absolute (except Model 735) M-11-1 1.1101 1 Note: The part number requires the level range be expressed in pounds per square inch (psi) out to three decimal places. Use the following conversions for water at 4°C to calculate the level range for inclusion in the part number. ft H2O / 2.3067 = psi Examples: 5 ft H2O / 2.3067 = 2.168 psi (enter 002.168 in the part number) m H2O x 1.421 = psi 10m H2O x 1.421 = 14.210 psi (enter 014.210 in the part number) Cable: PN: 26- 03- 0424ER Polyurethane- jacketed vented cable, 4 conductor PN: 26- 03 -0324A Tefzel&jacketed vented cable, 4 conductor Warranty: The Series 700 family of products are warranted against defects in material and workmanship for 2 years from date of shipment. Products not subjected to misuse will be repaired or replaced. THE FOREGOING IS IN LIEU OF ANY OTHER EXPRESSED OR IMPLIED WARRANTIES. We reserve the right to make changes to any product herein and assume no liability arising out of applications or use of any product or circuit described. Products described in this specification are not intended for life support applications. No. 0305 -8- (P.188 f4Amm] 01.00 (4 PLACES) 500* 25 25 [25.4mm] SENSOR DIAPHRAGM `12Imm� -� �6Amm� o °o I 000 •I 00o I [--- .465 [11.8mm] Submersible Cable Exit 3.41 [86.6mm] 5.66 [143.8mm) (P.125 13.2mm) (6 PLACES) 01 - 00 SENSO [2514..] R DIAPHRAGM I I I #8- 32UNG2B - .705 1/2 -14 MNPT 1.30 I 133.0..1 Conduit Fitting [1, .9mm] 1902mm] Molded Cable Seal 4 PLACES) m] 5 [25.4m (4 SENSOR DIAPHRAGM `��tn o °o I 000 Submersible Cable Exit ' - 465 112 -14 MNPT [11.8mm] 4.05 [102.1mm] 1•n Conduit Fitting Gland Cable Seal 145M.] R <FM > APPROVED -7- LOOP RESISTANCE vs. LOOP POWER SUPPLY 1750 cs 1500 W 1250 RL-- (V+1-9v ai 1000 m ' 750 to a> 500 CL J 250 w ° %=. 0 0 10 20 30 Loop Power Supply Voltage,VPs(V) 11111111111111111 111111111!��! jr ELECTRICAL TERMINATION 22AWG CONDUCTORS IN A SHIELDED CABLE WITH VENT TUBE 4 -20 mA RED + EXCITATION BLACK - EXCITATION 0 -5 VDC RED + EXCITATION BLACK - EXCITATION WHITE + SIGNAL MV RED + OUTPUT BLACK + EXCITATION WHITE EXCITATION GREEN - OUTPUT ALL DRAIN WIRE SHIELD R <FM > APPROVED -7- LOOP RESISTANCE vs. LOOP POWER SUPPLY 1750 cs 1500 W 1250 RL-- (V+1-9v ai 1000 m ' 750 to a> 500 CL J 250 w ° %=. 0 0 10 20 30 Loop Power Supply Voltage,VPs(V) 11111111111111111 111111111!��! jr Optional Lifetime Lightning /Surge Protection Lightning /Surge protection is offered for output signal versions of 0 -5 VDC (PN# OPTION -012) and 4 -20 mA (PN# OPTION -009). The option is ordered separately from the transducer. Protection is achieved through the use of 2 components. One is located in a 6.5 inch long, 1 inch OD 316 SS housing extension to the non - sensing end of the transducer while the other is located at the surface and grounded via DIN -rail or ground wire. This option requires a minimum input voltage of 12 VDC. A unit ordered with this option is warranted for the life of the instrument against damage due to voltage surge. Temperature Measurement Output Option As an option, a precision silicon temperature sensor can be installed within the transducer to provide a separate 4 -20 mA temperature measurement output over the range of 0 to 50 °C or -20 to 60 °C. The accuracy of the temperature measurement is t4 °C. Units purchased with this option are not IS approved. Display Meter Pressure Systems offers two types of Display Meters to provide a visual readout of a single KPSI transducer having mA or VDC output. Both varieties utilize a red 0.54" LED display with 4 active characters to indicate a numeric range of -1999 to 9999. The units operate from VAC power and provide a 24 VDC supply for power to the transducer. The Model 3019 Digital Readouts provide a sophisticated display of the transducer output with six 14- segment LED's for display of true alphanumeric characters; the last two used for process descriptors. These readouts offer programmable input configuration, isolated transducer power supply, selectable 2 -point scaling or up to 17 -point linearization, optional 4- 20 mA retransmission, and two or four optional 10 -amp SPDT alarm contacts for control. The 3019 has a NEMA 4X front panel with a polycarbonate bezel and a 1/8 DIN aluminum housing measuring 1.9375" H x 3.75 "W x 6.5" D. The Model 3620 Pump Controllers provide a more rugged package specifically designed to operate external pumps via two 10 -amp SPDT alarm contacts. The 3620 provides front panel scaling, operates from -20 to 70 °C, and uses 120 or 240 VAC. The NEMA 4X rated enclosure can be surface or panel mounted and measures 3.2" H x 5.5" W x 2.7" D. -6- Installation Tips The Series 700 family of submersible transducers may be suspended directly in the media or in a perforated 1" PVC instrumentation still well. Alternately, the transducer may be attached to a rigid conduit using a W NPT male conduit fitting. q U When suspended by the cable, users often utilize our cable hanger (PN# 12 -90- 0931). This device slides onto the cable from the bare -wire end and is easily positioned anywhere on the cable by pushing the ends together. Once positioned, the cable hanger contracts to provide a snug grip. ,/r GDNDUT FRYING WITHO RA%D For applications requiring cable length in excess of 500 feet, consult the factory for proper installation and maintenance. Nose Cap CABLE HANGER Several different user - installable nose caps are available for the Series 700, 710, 720, 730, and 735 submersible level transducers. The closed -face port end cap with #8- 32UNC -2B threaded hole is best used where weights are required and for those installations where users may encounter sharp, protruding objects. The standard submersible open -face port end cap which allows maximum contact with the liquid media is ideal for wastewater and "greasy" applications where clogging of the sensor is a concern. The %" male NPT pressure port end cap is not only useful for calibration purposes but also allows the device to be used as a submersible or above ground pressure transducer. The piezometer port end cap allows the unit to be buried in the ground without damage to the sensor diaphragm. s CLOSED -FAC OPEN -FACE / o Unamplified mV Output Signal Versions (Ratiometric vs. Non - ratiometric) In addition to the amplified VDC and mA output signal versions, two unamplified millivolt output versions are offered depending on the available excitation supply voltage and the capabilities of the system to which the transducers are connected. The ratiometric mV output version is used when the excitation is externally regulated or the system interfaced with the transducer is capable of compensating for fluctuations from the excitation supply. Such fluctuations to the supply will cause the output signal to fluctuate, and must therefore be measured and compensated. The benefit of a ratiometric design is that the output signal can also be compensated for temperature changes to the pressure sensor if the voltage sense lines are employed. The non - ratiometric mV output version is used when the excitation voltage cannot be externally regulated or the system is incapable of compensating for changes to the excitation voltage. -5- Uniquely- Designed Submersible Cable Our level transducers utilize one of two types of custom cable made specifically for submersible applications. The cable of choice for most applications is a polyurethane - jacketed cable incorporating Kevlar® strength members to prevent errors due to cable elongation, and a water block liner to prevent water intrusion due to minor cuts to the cable jacket. Polyurethane cable is attached to the transducer using an injection molded polyurethane cable seal. The other alternative is a Tefzel&jacketed cable which provides superior chemical resistance and toughness yet preserving the other features found in the polyurethane - jacketed cable. Tefzel® is a Teflon® derivative from DuPont and is the better choice for caustic media or when a high degree of abrasion is anticipated. While more expensive and less flexible, it can save money in the long term due to reduced maintenance costs. Tefzel® cable is attached to the transducer using a compressed Viton® gland cable seal. Both submersible cables have a pull strength of over 200 lbs. In all installations, care should be taken to ensure no damage occurs to the cable as cable damage represents one of the most frequent causes of transducer failure. In the case where the user is not sure which material is best, contact Pressure Systems for assistance. Moisture Protection Our submersible transducers are equipped with custom, vented cable. The vent provides an atmospheric reference for the sensor, which is necessary for ensuring the highest possible accuracy when making a level measurement. It must be noted that if left unprotected, it provides a pathway for water vapor to enter the level transducer. This vapor will condense into water and could create an offset in the transducer output, or cause permanent damage. For these reasons, a Series 810 desiccant - filled vent filter is provided free of charge with each Series 700 we ship. Our latest SuperDryTm Vent Filter prevents moisture from entering the vent tube for at least one year without maintenance. Replacement filters are available from the factory. SuperDryTm Long Life Vent Filter For those applications where periodic maintenance is not practical, our Series 815 Aneroid Bellows is a direct replacement for the vent filter. This sensitive bellows responds to and SERIES 815 transmits changes in atmospheric pressure to the sensor while remaining a maintenance - An81°1d Bellows free, closed system. It should be noted, however, that the bellows may not be a suitable replacement for the desiccant cartridge in applications where extremely high accuracy is required, usually 0.25% or better or where the bellows may be exposed to extreme temperature changes. The user is cautioned to evaluate a bellows in the specific application intended. -a- Notes: 1 Static accuracy includes the combined errors due to nonlinearity, hysteresis and nonrepeatability on a Best Fit Straight Line (BFSL) basis, at 25'C per ISA S51.1. 2 Thermal error is the maximum allowable deviation from the Best Fit Straight Line due to a change in temperature, per ISA S51.1. 3 For ranges < 23 ft H2O (7 m H2O), output is 0.50 mV. 4 For ranges < 12 ft H2O (4 m H2O), maximum thermal error is ±0.1 % FSO/°C. 5 For ranges — 5 It H2O 0 m H2O), zero offset is ±0.25 mA. 6 For ranges > 230 ft H2O (70 m H2O), output is 4 -20 mA only. 7 Optional VDC outputs can be provided up to 2.5 VDC less than the excitation supply voltage. 8 Intermediate level ranges are available. -3- Specifications subject to change without notice. -2- 5 thru 700 2.5 thru 700 ft H2O for vented gage reference Full Scale 1.5 thru 210 .75 thru 210 m H 0 Level Ranges' N/A 35 thru 700 10 thru 700 ft H2O for sealed gage reference 10 thru 210 3 thru 210 m H,0) N/A 35 thru 700 ft H2O for absolute reference 10 thru 210 m H 0 Proof Pressure 1.5 x FS Burst Pressure 2.0 x FS Static Accuracy' ±0.05 ±0.10 1 ±0.25 1 ±0.50 1 ±1.00 %FSO BFSL method Resolution Infinitesimal Wetted Materials 316 SS or Titanium; Deldn®; Delrin® and VitonO are polyurethane or VitonO registered trademarks of DuPont. Compensated Temp 0 to 50 °C Range Thermal Error' ±0.05` %FSO/°C worst case over compensated temperature range Operating Temp Range -20 to 60 or— Protection Rating IP 68, NEMA 6P Excitation 9-30 VDC for mA, VDC and non- ratiomeric mV output 2.5-10 for ratiometric mV output Input Current 20 mA max for mA output 3.5 for VDC output Output 4-20 mA 0 - 5 VDC options available? 0-1001 mV non - ratiometric 2.5-10 mV / V ratiometric (range dependent) Zero Offset ±0.205 mA for mA output < 0.1 VDC for VDC output ±0,6 mV for mV output Output Impedance See Loop Resistance diagram on page 7 for mA output <10 ohm for VDC output 3000-5000 for mV out ut Insulation Resistance 100 mega ohm at 50 VDC Circuit Protection Polarity, surgetshorted output -2- Faicon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA August 22, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — August 15, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer — Ongoing • SDGE has stopped the $3000.00 monthly charge and will remove the meter after backfilling • Drain pipe form containment area to have a 3" true -union valve • San Elejo indicated that the containment walls should be 8" taller. Falcon will check into reinforcing changes to see if any costs will be incurred • San Elejo requested a 3 -1/2" housekeeping slab under chemical tank. Slab will be provided at no cost to City • Sump in containment area to be located to southwest corner and slab shall slope to sump • All penetrations in manhole shafting for vents piping shall be cored prior to Sancon • Falcon to e-mail City with proposal to install electrical conduit for chemical pumps and tank mixer inside east 8" containment wall Construction Progress Meeting Page 2 • Next meeting scheduled for Tue. 8/22 Submittal Review • Review of submittal log - Progress of the Work • 7 -Week look ahead RFI Status — RFI log attached • 15 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) • #14&15 Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • Contract drawings show containment walls @ Y -0" Prior miss - interpretation — no change required on height of walls • Falcon has removed the existing meter enclosure with the meter intact. SDGE can remove meter at any time • Storage basin passed hydrostatic test. Tank drained on Monday 8/21 - • 14" drain line from storage basin hydrostatically tested. "Passed" • Falcon to submit a drawing showing changes to containment area — Both electrically, mechanical and structurally • Re- locating existing telemetry equipment. Falcon has a meeting with Rancho Santa Fe Security Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion O Z r m 0 .V E L 'G ON 00 1 4 O o Z m D W D z M O C- m n n -� A c CD a a� 0 N N 0 0 co r O Z G) m r Z Z m X Z O T cn O O O 0 Qp O O O W W 0 0 0 0 0 0 p O 0 CD 0 0 c Z� N N N p •� -a O -a O O O O i O o 3 WN�NtGN 4C)Cnw�N6�N�000OO-1pCn PWN>D N - Co 0 0 0 0 0 0 0 0 0 0 0 o O 0 0 0 0 0 0 0 0 0 0 0 N CA W W W W W W W W W N W N< N 0 N Cb N W N O N W N O N O O Icn 5' m 4 N Cn O -A CO W" -� O N -I N N Cn O O O O O Cl N W O M W Cn m Cn CO O -P O O O O O O O O O O O O N O -� O O � Cn O O O O CD O Cb Cn co .01 N y Cn Cn Cn -I co P. co W O co CO p W e Cn co W v Cn W O N W O O Cn z � N C(0 OD C`Jl W N d N N N N N N N N N N N N O N N N Cn N N > Np N N N N N O O O O O O O O O O O O O O O N O O O O O O rn m a rn O' rn rn °' rn rn cti rn rn ooi °' rn rn con o0 aoi rn °� rn rn rn con rn con co Cn rn O w D W C�TI C j C j OD M M N ` O n O C j O � N W_ W" O OD o) 0) CA N N N N D Q N N N N N 0 N O N N N N N N N N N 00 00 N O O O O O O o O O o O O o O O O O o O Co O O O O O CA CA O O CA a � 0) 0) 0) 0) QOi � COn `G CA Cp <D �m N C O O O X D K cn cn cn O O O n o x� D� 0 _ 55 v y T T O -i m Z m O c m O m x 0 0 D m m n z x m m m < c� --1 cDi� CDn D m r c cn n n m�� Tz D v z G7 D-I z -� n n Di -mr, m z '- m C7 ' ' 0 0 5 0 r- D VDi n n O Q° c m c m c z m —ml co z z x n z D z O m 0 -1 -1 O > i -� O O v_ Z x 0 0 z m m D r- -� K c T�� 0 0 O m D z z Q° c-j O 0 z Z z c co � D Z O K D 0 0 0 0 Z = O O H 55 D i _ v --1 z rrl (n (n m m -I n O D m r D O z r �" r Z 0 umi O O r rm- �° z m mzi O Z tDO o T O O m z O Y � 0 0 Cn m D -1 m D-i m m n � mi m r j O d z z -mj cm/) O_ m 3 -< r K O z m m 0 m 0 z- O � Z D D 0 0 Z O D z c r D-u z -n (n to > Ti 5 cn co (n z z m K z r- 0O D m W D D M m O O� 00 zO m m m O C n O D O m O v O D o f� O N N � z° Z ca Z Z N �_ D Z N Z y m oo CO) ° N caD -+ to p co co co o C y C C 0 Z C C C C N W cu Z ca cu ca Z _ 0 m m m v v v o v v v O Z r m 0 .V E L 'G ON 00 1 4 O o Z m D W D z M O C- m n n -� A c CD a a� 0 N N 0 0 co r O Z G) m r Z Z m X Z O CA ° N o N CA 'A N o CA co� , ° N ° 0 .06 00 00 � W W N 0 11 0 0 M 0� 0 0 W� N�� N 0 � 0 o 0 W W 0 W W 0 W y o W 0 0 0 W W (n � o W W N o" W o W 0 W o 0 N W T o N y V o N o N M o N 0 Np o W o -� -� -� -� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O (O 0 0 0 0 0 W W W M W V V V V V 00 W -• W W N N N O O W Cn P.. 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O UNi CT co O CD O O O O O A O O O O) O O O a O W O im O On A O N � W T ♦ (D a N (07 CL m m m N N O OD X X W D. _..,..._. _ • ...� - '__�...._.... ..... co C N d m O O N � y H N N N ♦ t W W � OT O) (D � r (O N A ;o ?1 x T .x ?1 ;u T ;0 ?1 .0 ?1 x ?i X7 ?1 .0 ?1 U ?1 .Z1 'tl X ?1 ?7 ?1 T 'Tl ?1 �l .'i7 ?7 ;o ?1 .Zl ?1 Z7 ?1 ;0 T A T (1 ;u it T .Zl ?t i7 T T T n Z -nj m y o�z _ = rn O O 0o o C 0 o 0 O 0 O 0 o 0 O 0 O 0 O 0 o 0 3 Z o "''• AL CT A W —0 W M -I O Cn A W N— O Cc 0 x m r C 0 0 C > �= a A D 0 D< R a a �� r � b bM o m F y� 0 0 a d tri7 r ^v C 0 C 0 y ;o o O 4 rn r r e n a c Lnn u) r w x z n oho z << r c n d y _� "' c 4,o o o z o 0 Cyr? n G7 ran rCHr.tiQtn �`�'„ ra d vi C7 0 PO m z �C� C7�nn to ,�"3r�?b n -qLn 4 a c 0 rry x�' -3z�ti � z EnPo�z 0 W fn O r M m �t7a�yro PO %° � PO r o 0 � tin r W N j N N N N N fD w 6> N j N ol 0 0 z N N - N W N N O N O N W N N .0 O 0) � O 0) (7) i o0) � a) �� T G 7 N A ZZZZZZ- <ZZz -<ZZ x m 000000MOOOM00.00mv Z O T T n n N T r n * 0 Z v v C. O N O O D1 N 0 0 w 0 N w 0 A O � CD N .p Z 0 IC N O W A COT O. 7 ti z O m 7 o cn 0 CL 9-n o r /X C �• O = (D Z -nj m y o�z _ = rn O 0o o C r N3� rn o "''• AL o rn o Cc 0 rzA' Y REQ JEST FOR INFORMATION NO. 014 DATE: 8/14/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: M -3 SPECIFICATION SECTION: QUESTION /PROBLEM: PLEASE PROVIDE CLARIFICATION AND DETAILS FOR THE STILE SHOWN AT THE TANK CONTAINMENT AREA ON CONTRACT DRAWING M -3 Pending direction, additional costs could be incurred. (FOR CONSTRUCTION MANAGER'S USE DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - Request for Information No.: 014 and Response Kennedy /Jenks Consultants Response Date: Specification Section: Drawing Reference: Response 8/14/06 K/J Job No.: N/A M -3 Project Name: Page: 0487115.00 Moonlight Beach PS Rehabilitation 2of2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) QnmM rlre ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) See attached detail for clarification on stile shown on Drawing M -3. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 working days of receipt. Respondent: Matt A. Tebbetts Signature- Company: Kennedy /Jenks Consultants Date: 8/14/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: !`nmmnn*a Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. p1encinilas, city \0487115 -moonlight beach ps\section 13- construction & field work \13.09 rfi by contractor and responsesVesponse to rfi 014.doc Request for Information and Response © K/J January 2001 o v ¢ U r O \ O m I Q n 2 -1 N Q, t i N I O ¢ N y - I w O O K I Q J O K Z N ¢ U O ¢o�m s�o r=a° 5: Qz o w, � in apaN m¢ N Z = y I O i O Q ONE � D 6 O < ¢ 30UN N J¢ 0 .o wa -L oz, ¢ou a J ~ w Z a F � LU m n .- �I-I ¢O o� z cn wLLz W w ° o 2 LL�C) F m OD- d < W F SH IL U :J UQm W Q w = � W Q J Q w 0 LU J_ H U) 0 LJ N REQUEST FOR INFORMA PION NO. 015 DATE: 8/14/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3 d & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: D -5 SPECIFICATION SECTION: QUESTION /PROBLEM: WE ARE UNABLE TO FIND ANY SPECIFICATIONS OR DETAILS ON HOW TO COVER/COAT THE REIFORCING STEEL THAT HAS BEEN EXPOSED DURING THE DEMOLITION OF THE EXISITNG METER VAULT. Pending direction, additional costs could be incurred. (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - Request for Information No.: 015 and Response Response Date: Specification Section: Drawing Reference: Response 8/14/06 K/J Job No.: N/A D -5 Project Name: Page: Kennedy /Jenks Consultants 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) For all exposed reinforcing steel that is to remain exposed upon completion of the project, Contractor shall burn back bars at least 1 -inch. Contractor shall clean loose slag and concrete from the holes and patch with the cement mortar described in Section 03300. If Contractor estimates an impact on Project time or price based upon Response, submit Reply within 5 w9pking days of receipt. Respondent: Matt A. Tebbetts Signatur Company: Kennedy /Jenks Consultants Date: 8/14/06 Issued for Kennedy /Jenks Consultants by: Falcon General Engineering Contractor's Reply To Response: Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased []unchanged by: Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. plencinitas, city10487115 - moonlight beach ps%section 13-construction & field worM13.09 rfi by contractor and responsestresponse to rfi O15.doc Request for Information and Response © K/J January 2001 Progress Report #5 Moonlight Beach Pump Station Renovation Project Grant Agreement No: 02- 234 -550 Grant Agreement No Project Name Contractor Name: Progress Report #: Reporting Period: 1/1/06 Submittal Date: 6/10/06 02- 234 -550 -0 Moonlight Beach Pump Station Renovation Project City of Encinitas to 3/31/06 I certify under penalty of law that this document and all attachment were prepared by me or under my direction in accordance with the terms and conditions of each Grant Agreement Exhibit. Based on my inquiry of the persons or persons who manage the project, or those directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. All information submitted in this document and all attachments conform to and is in accordance with the state and federal laws and I so here certify with my signature. I am aware that there are significant penalties for submitting false or misleading information. Project Director: Peter Cota - Robles Printed Name Table 1: Summary of Work Completed To Date �Jln� a,--, Signature Work Item Items for Review # Due Date % Of Work Complete Date Submitted EXHIBIT A 1.1 Quality Assurance Plan 9/05 100% 9/05 1.2 Monitoring Plan 9/05 '100% 9/05 2.1 Project Design 2.1.2 Final Pre - Design (Preliminary Design Report 10/04 100% 3/04 2.1.4 As- Advertised Construction Documents 5/05 100% 6/05 2.1.6 Copy of Bid Summary and Proof of Advertising 6/05 100% 6/05 (Advert.) 8/05 Bid Sum. 2.2 Project Implementation 2.2.2 Photo Documentation of Construction 6/06 17% 2.3 Reporting 2.3.1 Annual Progress Report 9/05 9/06 100% 0% 9/05 2.3.2 Draft Project Report 11/07 0% 2.3.3 Final Project Report 12/07 0% EXHIBIT C 6. CEQA/NEPA Documents 8/04 5/04 22. Contract documentation & signed cover sheet for all permits 1) City Building Permit 2) City Grading Permit 3 Coastal Development Permit 8/04 75% 1) 0% 2) N/A 3) 5/04 EXHIBIT D 5. Monitoring and Reporting Plan 9105 0% 9/05 Page 1 of 2 Progress Report #5 Moonlight Beach Pump Station Renovation Project Grant Agreement No: 02- 234 -550 List of Items for Review • No items are being submitted for review along with this progress report. All submittals have been made as tasks were complete. Progress Report Narrative Introduction During this reporting period work was focused on relocating the utilities, installing the bypass pipe, installing shoring system, and excavating for the new pump station. Summary of Activities ITEM 1.0 — QUALITY ASSURANCE PROJECT PLAN AND MONITORING PLAN Item 1.1 — Quality Assurance Project Plan (Cumulative 100% complete) Complete. Item 1.2 — Monitoring Plan (Cumulative 100% complete) Complete. ITEM 2.0 — WORK TO BE PERFORMED Item 2.1 — Project Design (Cumulative 100% complete) Complete. Item 2.2 — Project Implementation (Construction) (Cumulative 17% complete) During this reporting period work was focused on relocating the utilities, installing the bypass pipe, installing shoring system, and excavating for the new pump station. Item 2.3 — Reporting (Cumulative 50% complete) The first Annual Report complete. Expenditure /Invoice Projections A projection of expenditures is provided on the attached Expenditure /Invoice Projections form. Page 2 of 2 Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA August 15, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — August 8, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • New chemical feed control system has 3ea 3/" conduits running to area. Information on controls to be provided by City when types of chemicals are determined. Circuit for pump will be changed from 3phase 208 to 480v — San Elijo will be reviewing requirements and will forward pump size to Falcon - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer - Ongoing • San Elejo to contact SDGE regarding reading of old meter. Will assist with removal if requested by SDGE- Joe Hernandez still working with SDGE — Ongoing • Electrical conduits for mixer and pumps will run up outside of containment wall. Conduit for mixer starter will be run horizontally along top of east containment wall; then vertically up the masonry wall to height of tank. Construction Progress Meeting Page 2 • Appears appropriate location for metering pumps may be on shelf constructed on top of east containment wall. Falcon and San Elejo to field fit • San Elejo requested a 3" PVC drain to be installed from bottom of containment sump to influent vault. Line to have a 3" PVC ball valve W /true- unions accessible in a small valve vault w /rock bottom. Falcon to review costs associated with change • San Elijo to review height of containment walls to insure adequate capacity • Falcon to submit a RFI regarding stile shown on mechanical drawings • Falcon will provide 2ea 5 gal buckets of proposed backfill material for approval • Next meeting scheduled for Tue. 8/15 Submittal Review • Review of submittal log - Progress of the Work • 7 -Week look ahead RFI Status — RFI log attached • 15 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) • #14 &15 Outstanding Proposal/Changes /Claims - None Delays, Problems, Unusual Conditions - None New Business • Ladders for storage basin will be installed after Sancon has completed interior lining. • Method of repairing exposed reinforcing steel after concrete demolition. RFI #14 • Falcon proposes to run underground conduit @ containment area inside east containment wall day lighting on top. Exposed conduits can then be run to pumps & up masonry wall to top of tank • Falcon proposes to install the penetration for requested drain from containment area into the manhole shaft in the influent vault • Penetration into MH shaft for vent pipe — Before or after Sancon? Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion r G) 0 c CL d N 0 0 rn O Z r_ 2 -n qD m r n z O m o� m >D Apr O Z m L X Z M G7 2 > Z r m �m O n -v O L. m 0 -q a O Cl) O O O Np 0 pp O O O p (� w O O O O O O O v O O O O O Z Q N N N 1 " I. -s -� � O� � -, -� .� O O O a O O O O -� O o h tD O-4 O to O N O Cl O N s 0 tD 00 � O tat � W N D D N N N to 4 N m 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v 0 0 0 0 0 0 0 Cl O o O O) Cn cn cn cn Cn � A W W W W W W N N N N N N N" -' �_ -' (A n N) w O O O O N _ Cn N O W" O-4 N Cn O O W O OD Oo Cr Cn CO A O � O O O O O O O O O O O O N O O O -L cn O O O O O OD CJ1 W N 4 -� -' y Cn Cn � CJ1 -4 CO � OD W O W CO O C` cn � Cn N aD y -4 N m m N CA) N N C` W c v 0> N N O N N N O N N N O N N N N O N N N -- N N D N O N O N O N N O N O N O .. 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Attendees: (BOLD INDICATED ATTENDENCE) - August 1, 2006 City of Encinitas Falcon General Eng., Inc. Kipp Hefner Dale Winterquist Greg Shields Dave Pitts Chris Lillback Shawn Hunter John P. Clark Ed Taylor Eric Raley Chris Poma Ben Taylor Nate Warren / Godwin Pumps Tom Artim Joe Hernandez LLoyd Dodman� Jim Knowlton �, NJ Mike Thornton Paul Hartman - �v t Old Business o- A • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted - Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • New chemical feed control system has 3ea 3/" conduits running to area. Information on controls to be provided by City when types of chemicals are determined. Circuit for pump will be changed from 3phase 208 to 480v - San Elijo will be reviewing requirements and will forward pump size to Falcon - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer - Ongoing • San Elejo to contact SDGE regarding reading of old meter. Will assist with removal if requested by SDGE- Joe Hernandez still working with SDGE - Ongoing • Layout for mechanical and electrical for chemical storage is is being reviewed by San Elejo. May have chemical line installed near edge @ corner and electrical conduits and starter to be mounted on outside of containment - Construction Progress Meeting Page 2 • Requirement for drainage piping @ sump in chemical containment area. City to discuss with operations/Kennedy Jenks • Falcon to have coating subcontractor look at providing a coating system on floor of existing UV treatment building • Creek water will be utilized to fill new reservoir for hydro testing • Next meeting scheduled for Tue. 8/8 Submittal Review • Review of submittal log - Progress of the Work • 7 -Week look ahead RFI Status — RFI log attached • 13 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims Delays, Problems, Unusual Conditions • None New Business • How much backfill dirt is required to perform a proctor; How much time required • Remaining switch gear is being delivered to our San Marcos office • Falcon waiting on confirmation from Paul Hartman on authorization to use creek water for testing Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion OOO0000 OOO� ��ww000000a0o0o0oZ� a" N N N j •� O' o -a -� O O O 0 0 0 0-L 0 0 3 CD C)- 400CDN000N�OtO00�l6Ln-P -WNny _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CA � CA CJ1 CJ1 � CJ1 CJ1 � � W W W GJ GJ GJ N N N N N N N � � -• �_ O O O C O N W O 0 Cn N O W - O -4 N W O O M 0 M Ut f0 � O p 0 0 0 0 0 0 0 0 0 0 0 0 N O O O Ul O O O O O Ul N v Cn J CI -4 � O W O C co V cn Cb O N -` GJ O O z C\O OD C` N ° N N N O N O N O N ° N O N 0 N 0° N N O N O N O N O D N 0 N 0 N 0 N N O N O .► W O O W O O W 0 O W W COJ1 � O W W COJI C. 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August 4, 2006 Kipp Hefner, P.E. Engineering Department City of Encinitas 505 S. Vulcan Avenue Encinitas, CA 92024 SUBJECT: Ashford Engineering, Inc. — Contract Amendment Moonlight Beach Pump Station Renovation Project Dear Kipp, This letter serves as an amendment to our contract for CBI Administration Assistance (CEE04J) for the Moonlight Beach Pump Station Renovation Project. Our original Scope of Work included coordinating the preparation of the first four quarterly reports and invoice, as well as coordinating administrative issues with the City Finance Department and the State Grant Manager. These services have been completed and I understand that you would like Ashford Engineering, Inc. to continue providing these services. Since the project is anticipated to be complete during the winter of 2006/07, there will likely be three additional quarterly invoices and one final invoice to the SWRCB for the project. These will include progress reports, and additional coordination with the Grant Manger and City Finance Department regarding these invoices and progress reports. Therefore, it is anticipated that an additional 40 hours of effort will be necessary. At a rate of $90/hour, this will require an amendment of $3,600. This is outlined in the attached Scope amendment. If you have any questions regarding this letter, please do not hesitate to contact me at (760)436- 4925. Sincerely, leah S. Ashford resident Enclosures: Scope Amendment 132 N. EI Camino Real, #334, Encinitas, CA 92024 (760)436 -4925 SCOPE AMENDMENT Moonlight Beach Pump Station Renovation Project CBI Grant Administration Assistance SCOPE OF WORK The work shall consist of assisting the City of Encinitas' Engineering Department in the administration of the Moonlight Beach Pump Station Renovation Project. This project is being partially paid through a State Water Resources Control Board Proposition 40 Clean Beaches Initiative (CBI) Grant. The scope of this work will include coordinating the preparation of the remaining (anticipated to be four) quarterly reports and invoices for the project. Other tasks include coordinating with the State Grant Manager on administrative issues and coordinating with City Finance Department for accounting issues and backup for the project. BUDGET It is anticipated that this work will require approximately 40 hours at an hourly rate of $90, for a total of $3,600.00. city of Encinitas August 3, 2006 Ms. Kathy Bare State Water Resources Control Board Loans and Grants Branch P.O. Box 944212 Sacramento, CA 94244 -2120 SUBJECT: Moonlight Beach Pump Station Renovation Project — Invoice No. 1 (Resubmitted) CBI Agreement No. 02- 234 -550 -0 Dear Kathy, Attached please find the backup documentation for Invoice No. 1 for the Moonlight Beach Pump Station Renovation Project. This documentation was requested based on your Invoice Dispute Notification dated June 27, 2006. The second request in the Invoice Dispute Notification is not longer applicable since we were required to submit the invoice on Form 262, which does not include the date -range field. Clarification is provided in your email attached. If you have any questions regarding Invoice No. 1, please do not hesitate to contact me at (760)633 -2775. Sincer ly, Kipp f r, P.E. l Project anger Enclosures: Grant Agreement Invoice Dispute Notification Backup Documentation for Invoice No. 1 Email (Kathy Bare July 17, 2006) TEL 760- 633 -2600 / FAX 760 - 633 -2627 505 S. 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F W q W H V a lU l� J � � d ® V c' V e Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA August 1, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — July 25, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Paul Hartman Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • New chemical feed control system has 3ea' /" conduits running to area. Information on controls to be provided by City when types of chemicals are determined. Circuit for pump will be changed from 3phase 208 to 480v — San Elijo will be reviewing requirements and will forward pump size to Falcon - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer - Ongoing • San Elejo to contact SDGE regarding reading of old meter. Will assist with removal if requested by SDGE- Joe Hernandez still working with SDGE — Ongoing • SDGE representative had been onsite and took pictures of existing SDGE meter • Kipp Hefner was present during 7/18 meeting — not indicated on 7/25 minutes • Falcon will install filter fabric up against sheet pile prior to filling area with 3/" crushed rock • Falcon requested permission to abandon dewatering pumps in -place Construction Progress Meeting Page 2 • Falcon requested information form Kennedy Jenks regarding turning off dewatering wells • Paul Hartman requested Falcon perform a general site clean -up and SWIFT check review • Next meeting scheduled for Tue. 8/2 Submittal Review • Review of submittal log - Progress of the Work • 7 -Week look ahead RFI Status — RFI log attached • 13 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims Delays, Problems, Unusual Conditions • None New Business • City informed Falcon that all dewatering pumps must be removed • Per Kennedy Jenks, dewatering wells can be shut off at any time. Design is such that structure has no buoyancy when empty • Per the request of Paul Hartman, Falcon will provide a taller 2"d weir • Falcon request permission to invoice on fiberglass doors and frames — Have been delivered and being stored at Falcons yard in San Marcos Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion CA C O r L" r c O O c CL d m w i N 0 0 rn O z r m n T N D -i z W D W --1 Di z M O m 0 -1 r O z G) m D m G) Z m X z G) CD ch O O O Np Co 0 0 CD (4 W 0 0 0 0 0 0 0 G,. c) O O O O z rr N fV N I " M I . ..a �� � I I I -L —L -, 0 0 0 0) 0 0 0 0 � � 0 r WN- a0CDCD �40) CJ10N000N�O W 00�46th4,,w >> N N W X N N m _ s 0 0 0 0 0 0 0 0 0 0 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 CA O) Cr m m Cr Cn ? � W W W W W W N N N N N N N cn �» V Cn � W - N N W W W W N N < CD W W O W O O W M Cn O W - O V N CJl O O O O Cl Co N W O W W m Cn 0 -P.- j O O O O O Co O O O O O O O N O O CJl C'') N •A -' � C` C` Cr - � W W O W Cn � CD N C o - �- V z o W 3 N ° N N ° N O O O O ° C) O ° O O O 0 O COD O O O O Cl Co Cl O ) 0. 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OD OD !;e W N . t H 10 w O» W W O O W CD n ooCD 00000�000C) mmmm�m0) 0) �a0 (D° zzzzzz- <zzZ -<zZ�� 000000m000(oo .0M z P n N Co o > 0 0 z v O O O O Q W O N < m 0 A O cn W � N .0 z N <C CD N 13 0 3 w A C.n < G z 0 m o n m a 9-n 0 N 1 CD 0 C (Q 0 = cfl !•'1" Z i.f. ro. rn D-n� N 0 0 Z rn 0 .!% U -4o=� �•a m CD o O — Z o m m M o `a C) Z ul CD +n Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA July 25, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — July 18, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • New chemical feed control system has 3ea V conduits running to area. Information on controls to be provided by City when types of chemicals are determined. Circuit for pump will be changed from 3phase 208 to 480v — San Elijo will be reviewing requirements and will forward pump size to Falcon - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer - Ongoing • San Elejo to contact SDGE regarding reading of old meter. Will assist with removal if requested by SDGE- Joe Hernandez still working with SDGE • 7 -day Concrete break results have been good — Chris will fax copies of reports to Falcon • Rim elevation of manhole on beach not representative of height of manhole. MH shafting is at aprox 11.65 • Falcon requested use of V rock as backfill material up to elev. 15 Construction Progress Meeting Page 2 • City provided Falcon with RFI clarifying finished elevations (mechanical and civil drawings do not match) • Next meeting scheduled for Tue. 7/24 Submittal Review • Review of submittal log - Progress of the Work • 3 -Week look ahead RFI Status - RFI log attached • 13 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims Delays, Problems, Unusual Conditions • None New Business • Received copies of concrete breaks • Use of /" crushed rock as backfill around perimeter of storage basin to elevation 14 is approved provided " 2 SHEETS OF 1/" PROTECTION BOARD IS USED" , • Filter fabric will be installed on top of rock -t c— G k Ct ,, � �- • Backfill material elev. 14 to 21. Aprox 600 cu yards. Proctor? • OK to turn off dewatering pumps if backfill over structure to elev. 2 ? CA • Sancon coating - after removal of sheet pile? 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O O) 0 O (T 0 O A o o W O 0 N o 0 3 z O •Cl)� CD O — :3 = Z Ci9 W r r Ln w� 0 C- A A O CD 0 rz' V 1 < y,j, m z o Y ��dh7'.°,CC�0 0 N r n b O o4rzznnrrntMn O0rziy z w 2 171y °z �� <�D1a O r b I Z y D P<i7 t<iy rZ 3 Mrv�•n z N O H Cam" d 9 O tzi7 C7 trj tri n r <r�nan a r En x - r y r A tri 7, z En 0 dDcn .� t, o � o n r � r 0 r S4! � N N N w to O O A o W _ W CJl W G z N N N N N N O � rn co ODrn Wwco ooc�wa, �v O 0 rn O O °' O O °' rn Ooi m 0) N O rn rn rn N O M CD 00, 0) Z Z Z Z Z Z-< Z Z Z-< Z Z;u;u 000000u) (n 0� � Zn o "' N n n r 0 O Z t c 0 v O 0 N o Q nt 0 w N Q) N d � n � A O O N -p Z (D (G N � p D 3 W A io (A < CL z O m o c D. 9-n o =0 (D Z� ii A. � _I -n ) m y O 0 Z -U --!% 1 -4 m o •Cl)� CD O — :3 = Z o rn 3 0 CD 0 rz' V 1 Page 1 of 2 Kipp Hefner From: Matt Tebbetts [MattTebbetts @KennedyJenks.com] Sent: Tuesday, July 18, 2006 3:00 PM To: Kipp Hefner Cc: Corey Young; Peter Symonds Subject: FW: Moonlight Beach PS <ipp lere's a series of emails regarding the contractor request to waive the 21 day limit in Section 3300 for removing shoring under suspended slabs. K/J agrees to waive the 21 day limit if the concrete has attained the design strength and the contractor has determined it is safe to remove the forms. Please note the roof slab must be in place and up to design strength prior to filling with water for the leak test. Vlatt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 :)h 858 - 676 -3620 main office line ph 858 - 676 -7506 direct line ax 858 - 676 -3625 cell 858 - 335 -6889 From: Peter Symonds Sent: Tuesday, July 18, 2006 2:54 PM To: Matt Tebbetts Subject: RE: Moonlight Beach PS Blatt, .f the contractor believes it is safe to do so, and the concrete has reached strength, they may remove the shoring earlier. -Peter From: Matt Tebbetts Sent: Tuesday, July 18, 2006 2:51 PM to: Peter Symonds Subject: RE: Moonlight Beach PS So the question becomes can they remove the slab forms earlier that 21 days, once the concrete has reached Jesign strength. Our spec requires both conditions. Can we wave the time requirement? Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 ian Diego CA 92127 Dh 858 - 676 -3620 main office line )h 858 - 676 -7506 direct line 7/18/2006 Page 2 of 2 fax 858 - 676 -3625 cell 858 - 335 -6889 From: Peter Symonds Sent: Tuesday, July 18, 2006 2:48 PM to: Matt Tebbetts Cc: Corey Young Subject: RE: Moonlight Beach PS Matt, We should clarify that the leak test should be performed only after the roof has been fully constructed. Once the suspended slab cylinders reach strength, the wall cylinders will easily be up to strength, and we would have no ,problem with the test being performed. The basin is not in its final configuration and properly able to resist water loading until the roof has been constructed. agree with you about the suspended slab time limit and I think that as a practical limit, they won't be able to perform the test until after they have removed the shoring for the top slab. yet me know if this didn't answer all your questions 'eter Symonds Senior Staff Engineer Kennedy /Jenks Consultants 622 Folsom Street San Francisco, CA 94107 (415) 243 -2485 Direct ,'415) 896 -0999 Fax 'eterSymonds @KennedyJenks.com From: Matt Tebbetts Sent: Tuesday, July 18, 2006 2:38 PM To: Peter Symonds Cc: Corey Young Subject: Moonlight Beach PS Peter The City of Encinitas has asked if the water test per 3.14, Section 3300 can be completed once the concrete has eached design strength or does the contractor need to wait for 28 days. They are assuming the design strength can be reached before 28 days (perhaps at 14 days). Does the time constraint of 21 days for suspended slabs (21 days) apply? Ne need to respond to this request. .Matt A. Tebbetts P.E. Kennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 ,an Diego CA 92127 ph 858 - 676 -3620 main office line ph 858 - 676 -7506 direct line fax 858 - 676 -3625 :ell 858 - 335 -6889 7/18/2006 Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA July 18, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — July 11, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • New chemical feed control system has 3ea 3/" conduits running to area. Information on controls to be provided by City when types of chemicals are determined. Circuit for pump will be changed from 3phase 208 to 480v — San Elijo will be reviewing requirements and will forward pump size to Falcon - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer - Ongoing • San Elejo to contact SDGE regarding reading of old meter. Will assist with removal if requested by SDGE- Not sure if Joe Hernandez has contacted SDGE • 7 -day Concrete break results have been good • Falcon to establish and provide to City schedule for Sancon lining so City can schedule Sancon • Next meeting scheduled for Tue. 7/18 Construction Progress Meeting Page 2 Submittal Review • Review of submittal log - Progress of the Work • 3 -Week look ahead J RFI Status — RFI log attached • 13 RFI submitted to date • 2 RFD submitted to date Outstanding BFI's / RFD (written response not received) �., Outstanding Proposal/Changes /Claims Delays, Problems, Unusual Conditions ` • None j New Business • Concrete break results — would like copies \ • Existing electrical meter — Ability to read by SDGE • San Elejo provided a new copy of the approved Authority to Construct Extension request for the odor scrubber (copy attached) j • Plastic manhole cover has been installed at manhole on beach • Elevation of manhole on beach is lower than previously indicated. A 12" ring w/ metal cover �? had been installed around existing manhole ' • Approval of using 3/" crushed rock as backfill around perimeter of storage basin to elevation 15 Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion O Z r_ 2 .n -1 D 00 ^rr `J 2 O IV 9 m C- '° Z oV) m W D 4t -i D cpr o Z m �mZ 2 af D Z °-° m r m D %17 Z Z n m n 0 -i c CL d w V J K) N Cl 0 rn 0 0 0 0 0 o 0 0 . w w o 0 o O p O o 0 0 0 0 0 0 Z N N N j -a .� O •� s 0 o c) (7) 0 0 O O -A O o 3 W N O CO O-4 O CJ1 O N O O O N .� O CO 00 11 p �1t W N D D O C', O O O O O 0 O O O O O O O 0 O O O O O O O O O O O W W W W W W N N N N N N N —1 M ;i W --� N N co W co W N N CO W W O W O O O Cn .A+ Cn N Cl W" O V N Cn O O O Cl O O N" W O W OD to Cn c0 A p O � O O O O O O O O O O O O N O O O cn O Cl O O O 3 U7 W N � (` Cn -4 A W W co -� V OD O N W O O Z CO OD CA W y N ° N N N ° N N N ° N N O N ° N O N O N O N O D° N N O N Cl N N O N C:) ° O 0 O 0° O 0 O 0° O O O ° 0 0 0 O ° ° 0 Cl ° O o° ° a °' rn a) °' rn rn Cn 0) 0) 0) 0) Cn cn a) cn N cn rn A. w D W C\n W W 0) 0 cn - O ( Z n O W O N c` a W\` O CD 0 m N N N D d N N N N N< N ° N N N N N N N N 0 N p O O 0 O 0 O Cl ° O O O Co O O O O O O Cl O X rn rn ° v, p° M 0) a C rn rn rn a°� rn rn rn v°, l c N A y W N O CL O CA D K cn cn cn 0 0 0* n n x x D r n c m v T O -v -1 cn m -I m p r m r -i r O p y D D m m 0 z z m� D�� m m � m z < c c .� O m X D Z Z --� z z T D m D A m c w o o m�� T m D� z O z -� n 0 x T �_ �� � 2 z r m n ' O O< o r -Di D �0 w w� o o O sp D m C Z 4� cn Z Z n D� z O m -1 O Z g c m O 1 _ z �l O O Z z 0 O w 2 T� r T T Z 0 Z Gi z O m D z z Q° M M c Z co N n z z D z Z n n C -i y _ D -I z G7 m O K M n m C7 m -� -� C7 = O�� D m r ; n p m r -I O y 2 m m m m m T y D U Z Z T � Z -< 0 O cmn 0 0 r- Q° z m m m O z Z p c�i� M m D m z Z Z O > O c cn z -� n n cn m n M m m � �— o p z c Z rn -< r- K G) z mm O m� O G7 < ZZ Z Dr n T T Cf) cn r> Z c z U D � z y° m m U) z o� oD m p� a D ° m n m m m 0 n m 3 m X 0 m v D v X p v v v Z o n D o a n N n y p n D n m Z Cl) Z° Z =i Z cn z m N o cn co O p cn cn cn C O N C 00 y C W Z Z C C C -� z -+ m m m v v o v 0 v O Z r_ 2 .n -1 D 00 ^rr `J 2 O IV 9 m C- '° Z oV) m W D 4t -i D cpr o Z m �mZ 2 af D Z °-° m r m D %17 Z Z n m n 0 -i c CL d w V J K) N Cl 0 rn O O p tJ1 C 0 0 0 0 0 0 0 0 0 I'D 0 I'D I'D 0 �..� O N 0 I'D 0 0 I'D p ',CJ1� � � W�.p.��•P•A�N•A�W W W W W W W � W WN � � NN � O N 'p O O 'O O O p-p � O W N O -• W O W _ 1 O W 0 A 0 N N - 0 -N -� 0 O 0 -A O 0 -� O O 0 O O U N W — 1 Cl O 0 - O N � 0 0 (D O O 0 0 w (fl O 0 0 (O D O 0 0 (D V 0 0 (O N O 0 0 0 0 O co fl n O C D O co W O D O V O O 0 W O V O 0 (n D V fl O O D V O N O D V U7 0 O 0 V N N 0 V 0 V O 0 V W O (fl N O O O O) V N Co O O N (n N O O cn A Co N O O O co N O 0 10 CD N O 0 IM N N Co 0 N N O 0 O N V N O O O N O N O O N O O (n O V N O O cn O V N O O cn O� V N O 0 cn N O N O 0 W N 00 W O O O O N V N 00 (n N Co A N O O -4" N O CJ1 A O N W W N N N co N N -� N N N A N W A C\O W N V N N N N N N N N N N N N N N N N N � O N N N N O O O O O O O O O O O O O Co O O O O O O O O O O O O O O O O O O O O O O O O cn O O O O O (n O O CD O U1 Cn (n C" U7 4 1 m O v O n O Z Or 0 0? h M D (J) M z-j m m D M ;u z m X < m n Z O Z 0 c K (n = i m m m cn c m c -o cn cn r o m G7 D -i m m D OZ cn r o m G7 D m cn r n m G7 D --� m m r n X n O p O m m r m o -D m m i Z� r- p c -i O m =� oo D -i m R° c Zv D n X -n 56 m� X z o C< m can n ccoo z M m D n m -< Z O< v m D r- O c m 0 w O C7 O Z 0 m m O '� z D z z x> O- n -1 < m O� Z 0 p r�j c -D m -zl 90 -�—v z �° n O D cn cn T n >00M r cn D cn O w K W D o m m r tmi� z O Z 0 D v m D� K v r, m G -i z rr- n z D D K W r_ X_ z D p D* m m O O 9 cn v m y n m cn -n v O � cn o O� s� m - 2 � m D r m x cn m m K m -1 D r m� 2 z O K o m v po c °° Z m O m z O •v O p o -< D z c O Om WO D v z � co D m c -1 O Z D m m r m� m X O m v ao c 0 cci� X 0 O O U) O < m v D CO) CO) C ao m v m n O< ;u m 0 _1 O z CO) z O m v O m" v D Ca cn C oo m v D V o Q. `< 0 r; M O < m v D Cl) Cl) oo m v m n O w m n -_1 O z cn z o m v D n CO) m n 0 M m 0 •_-1 o z cn z O m v m n 0 ; M m 0 -- o z cn z O m v M cv fl. 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Campbell Maggie Houlihan David W. Roberts Jerome Stocks ADMINISTRATION Michael T Thornton General Manager Patricia P. Berge Assistant General Manager The San Elijo Joint Powers Authority (SEJPA), on behalf of the City of Encinitas, is requesting an extension to the Authority to Construct (attached) for a new proposed odor reduction system (ORS) at the Moonlight Beach sanitary sewer pump station. The SEJPA is the sanitation agency responsible for the operation and maintenance of this pump station, which is located at 301 3`d street, Encinitas California. Currently, the 40 year -ofd pump station is being completely reconstructed and, when completed, will include a bio- filter type ORS. The APCD provided the SEJPA authority to construct the ORS on July 15, 2005, with an expiration date of one year. Construction for this project is expected to be completed November 2006 and it is therefore requested that the APCD consider extending the existing Authority to Construct permit to December 30, 2006. If you have any questions regarding this matter, please contact me at (760) 753 -6203, x72. Sincerely, SAN ELIJO JOINT POWERS AUTHORITY c ael A Pornton, P.E. General Manager H:t admlrysuation4SANEUJO \CORRES120061ThorrdanX22 May 2006 - APCD Authority to Construdfxl Request MooN1gM Beach PS.doc 2695 Manchester Avenue, P.O. Box 1077, Cardiff by the Sea, CA 92007 -7077 • (760) 753 -6203 / (760) 753 -5935 FAX June 19, 2006 SAN ELIJO )PA MIKE THORNTON GENERAL MANAGER PO sax 1077 DEAR MR. THORNTON Air pollution Control board Grcg Cox District i Dianne Jacob District 2 Pam Slater -Pticc District 3 Ron Robcrts District 4 Bill Hum District 5 Application No. 982724 After'reviewing the information provided for an Air Pollution Control District (District) Permit to Operate for the wastewater pump station to be located at. 301 THIRD SMET, ENCINITAS CA the District has decided on the following action: Authority to Construct is extended pursuant to Rule 20 of the Air Pollution Control District Mules and Regulations, for the following equipment: Waste Water Pump Station: Wet well G x 48'x 8', Three (3) 60 hp drywell wastewater pumps, 180,000 gallon overflow storage tank, an odor reduction system (ORS) consisting of a US Filter Zaboc ZB- 7000' utilizing BiodageneTM, MidasTM, and BiocarbTM filter media. This Authority to Construct is subject to the following conditions: 1. The odor reduction system (ORS) shall be maintained in good operating condition and shall be in full operation in accordance with the facility operations and maintenance (O&M) manual at all times when the process equipment is in operation, except during periods of scheduled ORS maintenance not to exceed three days per calendar year for control equipment shutdowns. The O&M manual and logs of the date, duration and purpose of all scheduled ORS maintenance shutdowns shall be maintained on site for three years and made available to the District personnel upon request.[R51,12001 2. At no time shall the subject Equipment cause or contribute to a public nuisance as specified in District Rule 51. If compliance with Rule 51 cannot be demonstrated to the satisfaction of the District, the applicant will take whatever corrective action necessary to meet applicable requirements. if corrective action requires any physical change or modification to the subject equipment, the applicant shall apply for and obtain an authority to construct for all such modifications. 3. The hydrogen sulfide concentration at the biofilter outlet shall not exceed one part per million by volume (ppmv). The hydrogen sulfide exhaust concentration shall be monitored and recorded at least 10 'd 939b 099 099 'ON Xdd 10MINOO N0IIM10d NI0 OS WV WL0 INA 9003- 6I -Inf SAN ELIJO JPA APP. NO.: 982724 June 19, 2006 Page 2 of 2 once per day and as may be requested by the District during inspections, Hydrogen sulfide concentra- tion records shall be maintained on site for at least three years and made available to District personnel upon request. [R51) 4. Hydrogen sulfide concentrations shall be measured with a properly calibrated portable hydrogen analyzer (such as a Jerome meter model 631 -?) or appropriate drager tube (such as Drager Tube 118101991). Monitoring equipment shall be maintained on -site. 5. Where equipped, process covers or enclosures, with the exception of access hatches, shall be used at all times except during periods-of equipment maintenance. 6. Access, facilities, utilities and any necessary safety equipment for source testing and inspection shall be provided upon request of the Air Pollution Control District. 7. Operation must be In compliance with all�jni � xgided in con unction with this application and the performance conditions 11ste 'above--- ig not a Permit to Operate. Please notify the Air Pollution Control District as soon as.the equipment is installed in accordance with this Authority to Construct so it may be evaluated for a Permit to Operate. Operation of this equipment without written authorization is a violation of Rule 10(b) and subject to civil and criminal penalties. A copy of this Authority to Construct must be posted or kept readily available at the site of cornstr�uctiom Within 30 days after receipt of this Authority to Construct, the applicant may petition the Hearing Board for a hearing on any condition imposed herein in accordance with Rule 25. This Authority to Construct will expire one year from the date of issuance. If you have any questions regarding this action, please contact me at (858) 586 -2749 Sincerely, ohn Semerau Air Pollution Control Engineer JFS:jfs Enclosure cc: Compliance Division, SDAPCD ID: 8597A 114 - . 441 . . 20 'd 8296 099 89B ON XVd IONIN00 NOI1d11TOd NId as WV 66:LO INA 9002- 6I -Inr Clarification Letter No. 09 To: Falcon General Engineering 572 Collyn St Vista, CA 92083 Attn: David Pitts Kennedy /Jenks Consultants Page: 1 of 1 Date: 30 June 2006 K/J Job No.: 0487115 Project: Moonlight Beach Pump Station Rehabilitation In order to clarify the contract drawings and specifications for the above job, the notations or supplemental information listed should be added to the drawings and /or specifications. Specification Specification Paragraph/ Page/ or Drawing Location on Number Drawing Notation or Clarification C1 Site Plan Spot elevation shown on site plan centered along the southern edge of the site should be changed from elevation 22.45' to 22.55'. It is understood that the above clarification does not change the scope of the work or require a change order. Notify the Engineer in writing prior to performing any work you consider to be extra work. Distribution: Contractor (original) By: . Z' Job File at ebbets Project Coordinator Resident Engineer p:\encinitas, city \0487115 - moonlight beach ps \section 13- construction & field work \13.11 clarifications & interpretations \clarification letter 09.doc (F -17 Rev. 2/1997al June 19, 2006 SAN EUJO )PA NUKE THORNTON GENERAL MANAGER PO BOX 1077 DEAR MR. THORNTON Air Pollution Control 13oard Grcg Cox District I Dianne Jacob District 2 Prim Slatcr -Price District 3 Ron Robcrts District 4 Bill Horn District 5 Apl2lication No. 982724 After reviewing the information provided for an Air Pollution Control District (District) Permit to Operate for the wastewater pump station to be located at: 301 THIRD STREET, ENCINITAS CA the District has decided on the following action: Authority to Construct is extended pursuant to Rule 20 of the Air Pollution Control District Rules and Regulations for the following equipment: Waste Water Pump Station: Wet well 6'x 48'x 8, Three (3) 60 hp drywell wastewater pumps, 180,000 gallon overflow storage tank, an odor reduction system (ORS) consisting of a US Filter Zaboc ZB -7000 utilizing BiodageneTM, MidasTM, and BiocarbTM filter media. This Authority to Construct is subject to the following conditions: 7. The odor reduction system (ORS) shall be maintained in good operating condition and shall be in full operation In accordance with the facility operations and maintenance (O &M) manual at all times when the process equipment is in operation, except during periods of scheduled ORS maintenance not to exceed three days per calendar year for control equipment shutdowns. The O&M manual and logs of the date, duration and purpose of all scheduled ORS maintenance shutdowns shall be maintained on site for three years and made available to the District personnel upon request.[R51,1200] 2. At no time shall the subject equipment cause or contribute to a public nuisance as specified in District Rule 51. If compliance with Rule 51 cannot be demonstrated to the satisfaction of the District, the applicant will take whatever corrective action necessary to meet applicable requirements. if corrective action requires any physical change or modification to the subject equipment, the applicant shall apply for and obtain an authority to construct for all such modifications. 3. The hydrogen sulfide concentration at the biofilter outlet shall not exceed one part per million by volume (ppmv). The hydrogen sulfide exhaust concentration shall be monitored and recorded at least 10 'd 8296 059 899 'ON xu 10nwo NO[,L(1 od div QS W8 wn Imd 90QZ- pi-inr SAN ELIJO JPA APP. NO._ 982724 June 19, 2006 Page 2 of 2 once per day and as may be requested by the District during inspections. Hydrogen sulfide concentra- tion records shall be maintained on site for at least three years and made available to District personnel upon request. [R51) 4. Hydrogen sulfide concentrations shall be measured with a properly calibrated portable hydrogen analyzer (such as a Jerome meter model 631 -X) or appropriate drager tube (such as Drager Tube #8101991). Monitoring equipment shall be maintained on -site. 5. Where equipped, process covers or enclosures, with the exception of access hatches, shall be used at all times except during periods-of equiprnent.maintenance. 6. Access, facilities, utilities and any necessary safety equipment for source testing and inspection shall be provided upon request of the Air Pollution Control District. 7. Operation must be in compliance with all i �&"P'4R ided in c t n'u ►ct�oxt with this application and the performance conditions listed —o-v e. This is :not a fermi# to OR=te. Please notify the Air Pollution Control District as soon as.the equipment is installed in accordance with this Authority to Construct so it may be evaluated for a Permit to Operate. Operation of this equipment without written authorization is a violation of Rule 10(b) and subject to civil and criminal penalties. A copy of this .Authority to Construct must be posted or kept readily available at the site of construction. Within 30 days after receipt of this Authority to Construct, the applicant may petition the Hearing Board for a hearing on any condition imposed herein in accordance with Rule 25. This Authority to Construct will expire one year from the date of issuance. If you have any questions regarding this action, please contact me at (858) 586 -2749 Sincerely, ohn S emerau u Air Pollution Control Engineer JFS.jfs Enclosure cc: Compliance Division, 5DAPCD 10: 8597A / 14 M 'd 93P 099 899 ON Xti3 IONINOO NOI,LI1110d N I V QS WV W LO I NA 9002 -0 I -1tll' May 23, 2006 AUTHORITY John Semerau Air Pollution Control District County of San Diego 10124 Old Grove Road San Diego, CA 92131 Re: Authority to Construct Extension Request — Application # 982724 BOARD OF DIRECTORS Thomas M. Campbell Maggie 1-10ulihan David W. Roberts Jerome Stocks ADMINISTRATION Michael T. Thornton General Manager Patricia P Berge Assistant General Manager The San Eiijo Joint Powers Authority (SEJPA), on behalf of the City of Encinitas, is requesting an extension to the Authority to Construct (attached) for a new proposed odor reduction system (ORS) at the Moonlight Beach sanitary sewer pump station. The SEJPA is the sanitation agency responsible for the operation and maintenance of this pump station, which is located at 301 3`d street, Encinitas California. Currently, the 40 year -old pump station is being completely reconstructed and, when completed, will include a bio- filter type ORS. The APCD provided the SEJPA authority to construct the ORS on July 15, 2005, with an expiration date of one year. Construction for this project is expected to be completed November 2006 and it is therefore requested that the APCD consider extending the existing Authority to Construct permit to December 30, 2006. If you have any questions regarding this matter, please contact me at (760) 753 -6203, x72. Sincerely, SAN ELIJO JOINT POWERS AUTHORITY (L �- . E::� c ael T. ornton, P.E. General Manager H:tadn' nistrat ionlSANELIJO \CORRESti20o81ThomlonU2 May 2008 - APCD Authority to Construct Ext Request Moonlight Beach PS.doc 2695 Manchester Avenue, P.O. Box 1077, Cardiff by the Sea, CA 92007 -7077 • (760) 753 -6203 / (760) 753 -5935 FAX To: File From: Paul Hartman CITY OF ENCINITAS MEMORANDUM Date: April 12, 2006 Re: Water at Moonlight Beach Pump Station during construction activities cc: Peter Cota - Robles, Director of Engineering Kipp Hefner, Project Manager Katherine Weldon, Clean Water Program Manager Ben Taylor, Wastewater Collections Dale Winterquist, Falcon General Engineering During construction of the upgrades to the Moonlight Beach Pump Station, crews encountered water flowing into the excavated area for the future wet well /overflow basin. The water entered the pit in an area next to an existing manhole structure which serves as a junction for the flows entering the pump station from the east (Encinitas Boulevard main) and the west (beach and snack shop line). The manhole has an external drop manhole structure to convey the flows from the east which was not illustrated on the as -built drawings. The water was flowing from an area to the east of the manhole along the concrete casing for the drop structure. A water sample was collected to characterize type of water flowing into the pit (and towards the creek, subsurface). The sample was slightly grey in color but had no odor. The ammonia (NH3- N) concentration equaled 0.3 mg /I indicating that the water was not of sewage origin. The proximity of the sample location to the manhole and Encinitas main would likely lead to very high ammonia concentrations if the water were of sewage origin. Sewage ammonia levels are typically greater than 50 mg /I. With the supporting information from the water sample and information on the drop structure provided by Ben Taylor, it was determined that the flow was likely groundwater and was of no consequence to the construction of the facility. Pictures attached (4) G: \Clean Water Program \Construction\MLB Pump Station\memo to file re water 4_12_06.doc • �l :o �••�it -��•� p�f a(ony W..0 o{ crop 5h,"c.ita.^c y -mss: =...� � -'•� . -b Pu•AP 5f-•h:n �di hef vvtaw i+ be lcak�n i Falcon General Engineering, Inc. 572 Collyn St Vista, Ca. 92083 The City of Encinitas Moonlight Beach Pump Station Rehabilitation CONSTRUCTION PROGRESS MEETING AGENDA June 27, 2006 9:00 A.M. Attendees: (BOLD INDICATED ATTENDENCE) — June 20, 2006 City of Encinitas Kipp Hefner Greg Shields Chris Lillback John P. Clark Eric Raley Ben Taylor Tom Artim Joe Hernandez LLoyd Dodman Jim Knowlton Mike Thornton Old Business Falcon General Eng., Inc. Dale Winterquist Dave Pitts Shawn Hunter Ed Taylor Chris Poma Nate Warren / Godwin Pumps • Authority to construct new emergency generator issued on 3/20/06. Upon completion of installation and testing, a Construction Completion Notice needs to be submitted — Copy attached to 3/28/06 minutes - Ongoing • Permit requirements for existing standby generator must be adhered to when relocated prior to new generator online. Permit attached to generator. Yearly inspection was conducted on 2/22/06 - Ongoing • New chemical feed control system has 3ea' /" conduits running to area. Information on controls to be provided by City when types of chemicals are determined. Circuit for pump will be changed from 3phase 208 to 480v — San Elijo will be reviewing requirements and will forward pump size to Falcon - Ongoing • San Elijo provided an authority to construct permit for the odor scrubber. Falcon posted it on the bulletin board at the job trailer - Ongoing • Falcon required to submit handrail sample as required in submittal response • Sancon to be scheduled to coat interior of retention basin prior to filling with water • Kipp will be absent 7 -3 through 7- 17 -06. POC during his absents will be LeRoy 633 -2777 • Next meeting scheduled for Tue. 6/27 Construction Progress Meeting Page 2 Submittal Review • Review of submittal log - • Progress of the Work • 3 -Week look ahead RFI Status — RFI log attached • 13 RFI submitted to date • 2 RFD submitted to date Outstanding RFI's / RFD (written response not received) Outstanding Proposal/Changes /Claims • RFP 001 CP 009 — Additional landscape retaining walls • CP # 010— Provide and install 16" PV Delays, Problems, Unusual Conditions • None New Business LIZr ti i • Switch gear is no site • Odor control unit to be delivered to Falcon office on Thursday 6/22. Would like to invoice for on 6/30/06 invoice • Status of CP for new 16" PV and skewed spools • Elevations for LSH 100 & LSHH 103 will be set per response to RFI 013 • Existing electrical meter — Ability to read by SDGE Approved Change Orders • 001 - INSTALL NEW 14" GATE VALVES • 002 — EXCAVTE HAUL AND DISPOSE OF CONCRETE DEBRIS • 003 — TEMP GENERATOR TO ACCOMMODATE INSTAL NEW TRANSFORMER • 004 — PROVIDE AND INSTALL STANDBY 8" SEWAGE PUMP • 005 — INSTALL 18" DIP INTO EXISITNG MANHOLE • 006 — ADDITIONAL REINFORCING STEEL Open Discussion O z r G) _ -n D D C7 = Z m C- Z ocl) m * -D-+ D 00 r oz m M Z D � > Z �m m O Z z .V O C- m n n -q c CL U) 2. o� v N 0 0 rn O cn O O O C) 0 ap O O O p („� W O O O O O O O O O O co O O z I -& I -& — .A ,p � O� � � -� -a -& O 0 0 0 0 0 0 0 -L O O H W N w N 11 0 0 W A N N -� O CO 00 -I p U1 � W N D D' N COJt � N m O O o 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 to � O) U) U1 U7 M M P �• W co co W co W N N N N N N N — -a —— V Ul � Co — N N W CO W W N N < CO OD OD O W O O O M -A " � .n+ Ul N O W " O v N M O O O O Cl O N W O W W cJl U1 c0 O J- O O Co O O O O O O O O O N O - O O Cn O O O O O (A W N A Cn c CJ) Ul W N OD N W N N O Z N N cn W f j N c 3 rr d N O N N N O N N O N O N O N O N O N O N O N O N O D O N O N O N N O O :, W •► O O Cl O O O O � O O 0 O O O Cl 0) O 0) C) O U'1 Q 0) 0) � 0) 0) Ut 0) (n Ul CD C) CA) D W c`1) W W � p W v ;a W - O O O) Ul N N N D Q N (j j N 0 N O N N N N N N N N O N O j O O O CD O O O O O O O O O O W O 0) O D rn rn rn rn rn 0) rn `- c" a°) c°n c`n cn m v N N N Q. 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Z CD CO) CL r}' Y -a M n CO) O 0 Z M o -uX D a� O a m =.�0 0 o O O 3 a� Z o M �= M O 1 ;u cc ° Z O G7 REQ u EST FOR INFORMA r'ION NO. 013 DATE: 6/20/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACTORS USE) DRAWING NUMBER: E -4 &5 SPECIFICATION SECTION: QUESTION /PROBLEM: After determining that there are manholes on Moonlight Beach which could be affected by the levels of operation of the pump station, we are requesting confirmed elevation set points for LSH 100 and LSHH 103 Pending direction, additional costs could be incurred. (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUTION 1. Contractor 4. Resident Project Representative 2. Owner 5. Project Files 3. Project Manager - 1 - Request for Information No.: 013 and Response Response Date Specification Section Drawing Reference Response 6/20/06 K/J Job No.: N/A E -4, E -5 Project Name: Page: Kennedy /Jenks Consultants 0487115.00 Moonlight Beach PS Rehabilitation 2 of 2 Notations listed below indicate the response to the Contractor's proposed method to resolve the issue. If the Contractor has not proposed a method of resolution, see remarks below. Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) According to the Preliminary Design Report, wastewater will begin to overflow from an upstream manhole at elevation 13' msl. However, since the invert of the overflow pipe into the emergency storage basin is set at 8.50' msl, LSH -100, which is located in the manhole connected to the emergency storage basin, should be set at 8.00' msl. This will send an alarm that the emergency storage basin is in use. LSHH -103, which is located in the wet well, should be set at elevation 4.00' msl (one foot above the invert of the 18" pipe entering the wet well). This will send a high wet well level alarm, which indicates that the pumps did not turn on or are unable to keep up with incoming flows (pumps should turn on at elevation 3.00' msl). If Contractor estimates an impact on Project time or price based upon Response, su days of receipt. 1j Respondent Matt A. Tebbetts Company: Kennedy /Jenks Consultants Issued for Kennedy /Jenks Consultants by: Contractor's Reply To Response: Reply withi Signature: Date: E Falcon General Enaineeri Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased ❑unchanged by: Comments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days. p1encinitas, city10487115 -moonlight beach pslsection 13-construction 8 field worM13.09 if by contractor and responsesVesponse to fi 013. doe Request for Information and Response © K/J January 2001 REQUEST FOR INFORMATION NO. 013 DATE: 6/20/06 Project: MOONLIGHT BEACH Owner: City of Encinitas PUMP STATION REHABILITATION Contractor: Falcon Gen. Eng., Inc 3rd & B Street, Encinitas, Ca. 572 Collyn St., Vista, Ca. 760/ 630 -9570 (FOR CONTRACIORS USE) DRAWING NUMBER: E -4 &5 SPECIFICATION SECTION: QUESTION/PROBLEM: Aftez determining that there are manholes on Moonlight Beach which could be affected by the levels of operation of the pump station, we are requesting confirmed elevation set points for LSH 100 and LSHH 103 Pending direction, additional costs could be incurred. (FOR CONSTRUCTION MANAGER'S USE) DATE: REPLY /SOLUTION: DISTRIBUIION 1 Contractor 4.. Resident Project Representative 2. Owner S Project Files 3. Project Manager -I - Request for Information No.: 013 and Response Kennedy /Jenks Consultants Response Date: 6120106 K/J Job No.: 0487115.00 Specification Section: NIA Project Name: Moonlight Beach PS Rehabilitation Drawing Reference: E-4, E -5 Page: 2 of 2 Response Notations listed below indicate the response to the Contractor's proposed method to resolve the issue If the Contractor has not proposed a method of resolution, see remarks below Modification of costs, project schedule or time shall be processed in accordance with the Contract Documents. ❑ No Exceptions Taken (NET) ® Make Corrections Noted (MCN) ❑ Amend and Resubmit (A &R) Remarks ❑ Rejected, Resubmit (RR) ❑ Returned Without Review (NR) According to the Preliminary Design Report, wastewater will begin to overflow from an upstream manhole at elevation 13' msl However, since the invert of the overflow pipe into the emergency storage basin is set at 8.50' ms], LSH -100, which is located in the manhole connected to the emergency storage basin, should be set at 8.00' msl. This will send an alarm that the emergency storage basin is in use. LSHH -103, which is located in the wet well, should be set at elevation 4 00' msl (one foot above the invert of the 18" pipe entering the wet well). This will send a high wet well level alarm, which indicates that the pumps did not turn on or are unable to keep up with incoming flows (pumps should turn on at elevation 3 00' msl). If Contractor estimates an impact on Project time or price based upon Response, su days of receipt Respondent: Matt A. Tebbetts Company: Kennedy /Jenks Consultants Issued for Kennedy /Jenks Consultants by: Contractor's Reply To Response: Reply Signature: Date: 7 612 Falcon General Enpineerir, a Estimated Contract Cost will be ❑increased ❑decreased ❑unchanged by: Estimated Contract Time will be ❑increased ❑decreased []unchanged by: Cnmments Distribution RFI Response Reply Owner X X Engineer X X Contractor X X File X X Days p:lencinitas, city104 8711 5 - mooNtght beach pasectlon 13- :onstruc6on 6 field work113.09 rfi by contractor and responsesVesponse toot 013.doc Request for Information and Response 0 KJJ January 2001 iK/J Document Type - Topic Kipp Hefner Page 1 of 4 From: Corey Young [CoreyYoung @KennedyJenks.com] Sent: Friday, June 23, 2006 3:38 PM To: Kipp Hefner; Matt Tebbetts Cc: Greg Shields; geopacifica @sbcglobal.net; John P. Clark; Michael Thornton; raleye @sejpa.org; Dale Winterquist Subject: RE: RFI #013 Moonlight Beach Sewer Pump Station Kipp, agree. Based on the surveyed rim elevations, the proposed elevations for LSH -100 and LSHH -103 that I sent to you will work just fine. If you need anything else, please let me know. Thanks, 'orey Young, P.E. Project Engineer lfennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858- 676 -7505 Fax: 858 -676 -3625 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Thursday, June 22, 2006 11:55 AM To: Matt Tebbetts; Corey Young Cc: Greg Shields; geopacifica @sbcglobal.net; John P. Clark; Michael Thornton; raleye @sejpa.org; Dale Winterquist Subject: RE: RFI #013 Moonlight Beach Sewer Pump Station >/latt and Corey- The survey crew has shot the two upstream manholes at Moonlight Beach... at the west end of B Street. An existing sewer comes down 5th Street and into Moonlight Beach where there is a manhole. At this manhole the sewer makes a 90 degree bend and goes east out to B Street where there is another manhole. The manhole where the sewer makes the 90 degree bend has the lowest rim elevation. This manhole is smack dab in the middle of the sand volleyball courts and is under about 3 feet of sand. The rim elevation is 12.36. We didn't pop the manhole lid to get the invert elevation, because sand kept coming into our dug hole and we didn't want to get sand into the manhole. The rim elevation of the next downstream manhole at the end of B Street next to the snack bar is 14.08. The invert elevation of this manhole is 5.54, and the invert of the sewer lateral coming in from the snack bar is 8.54. It appears to me that the elevations you were proposing for LSH -100 and LSHH -103 appear to be OK. What do you think? Please let me know so I can get back with Falcon General Engineering. Thanks. From: Matt Tebbetts [ mailto :MattTebbetts @KennedyJenks.com] Sent: Wednesday, June 21, 2006 6:05 PM To: Kipp Hefner; Corey Young --c: Greg Shields; geopacifica @sbcglobal.net; John P. Clark; Michael Thornton; raleye @sejpa.org; Dale Winterquist Subject: RE: RFI #013 Moonlight Beach Sewer Pump Station Kipp 6/23/2006 I<�/J Document Type - Topic Page 2 of 4 We relied on the elevations provided in the PDR and did not have our surveyor resurvey those elevations. It is iot clear if the PDR was based on as- builts only or if they were checked during that phase of the project by a field survey. think Mike is correct, let's get those manholes surveyed. !Matt A. Tebbetts P.E. i {ennedy /Jenks Consultants 16855 West Bernardo Drive Suite 360 San Diego CA 92127 ph 858- 676 -3620 main office line ph 858- 676 -7506 direct line lax 858- 676 -3625 sell 858- 335 -6889 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Wednesday, June 21, 2006 4:57 PM To: Matt Tebbetts; Corey Young Cc: Greg Shields; geopacifica @sbcglobal.net; John P. Clark; Winterquist Subject: RFI #013 Moonlight Beach Sewer Pump Station Matt and Corey- Michael Thornton; raleye @sejpa.org; Dale 'lease see Mike Thornton's comments below. Did we ever survey the manholes down at Moonlight Beach which ire below the spill elevation of the pump station? Have we verified their location, and rim and invert elevations? Ne need this info in order to adequately answer RFI #013 from Falcon general Engineering. If you didn't survey These manholes I can have our survey crew do it. I need you to please get back to me as soon as possible. Thanks. From: Michael Thornton [mailto:thornton @sejpa.org] Sent: Wednesday, June 21, 2006 8:47 AM ro: Kipp Hefner; raleye @sejpa.org Lc: Greg Shields; geopacifica @sbcglobal.net; John P. Clark Subject: Re: rfi 13 ,<ipp- The question raised by the contractor is a good question as there are manholes below the spill elevation of the pump station. So my question is... Have these manholes been identified and surveyed so that we know their elevations in comparison to the new proposed pump station elevations? It is very important that these elevations gave been surveyed as part of this project as compared to just extrapolating from know bench marks or as -built lrawings. These elevations must be accurate, as an error here would have significant consequences to this project. Therefore, if we are uncertain that these elevations have been confirmed by a surveyor, I would recommend laving these spill points surveyed. rrom the wisdom of my father. Michael T. Thornton, P.E. General Manager San Elijo Joint Powers Authority ?hone 760 - 753 -6203 x72 : =ax 760- 753 -5935 eMail tho_rnton(a)-sejpa.org 6/23/2006 Measure twice, cut once. i<�/J Document Type - Topic - - - -- Original Message - - - -- From: Kipp Hefner To: Michael Thornton ; raleye @se]pa.org Cc: Greg Shields ; geopacifica @sbcglobal.net Sent: Tuesday, June 20, 2006 3:16 PM Subject: FW: rfi 13 Mike and Eric- Page 3 of 4 Take a look at Kennedy /Jenks response to RFI# 013 regarding the confirmed elevation set points for LSH 100 and LSHH 103. Kennedy /Jenks response is attached above. Does this look OK to you? Please let me know as soon as possible so I can give the information to Falcon General Engineering. Thanks. From: Corey Young [ mailto :CoreyYoung @KennedyJenks.com] Sent: Tuesday, June 20, 2006 12:16 PM To: Kipp Hefner Subject: RE: rfi 13 .. Attached is our response to RFI #13 (hardcopies will follow in the mail). We recommend that you forward our response to SEJPA to see if they have any comments /issues with the set points. Thanks, Corey Young, P.E. Project Engineer Kennedy /Jenks Consultants 16855 W. Bernardo Drive, Suite 360 San Diego, CA 92127 Phone: 858-676-7505 Fax 858 -676 -3625 From: Kipp Hefner [ mailto :Khefner @ci.encinitas.ca.us] Sent: Monday, June 19, 2006 4:05 PM To: Matt Tebbetts; Corey Young Cc: Greg Shields; geopacifica @sbcglobal.net; Dale Winterquist Subject: FW: rfi 13 Matt and Corey- Please respond to the attached RFI #013 from Falcon General Engineering. Thanks! From: Dale Winterquist [ mailto:dew @falcongenenginc.com] Sent: Monday, June 19, 2006 3:48 PM To: Kipp Hefner Subject: rfi 13 Kipp, Attached, please find RFI # 013 regarding levels for LSH 100 & 6/23/2006 {/J Document Type - Topic LSHH 103 Thank-you Dale E. 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