|
NAN Fs NoRmsmumm mmumm-Nammmmmom
<br /> TO
<br /> It Iff ill� CO 1
<br /> 7 - 100 -
<br /> 27 1. 0 NEIT
<br /> E I PU�p HOUSE
<br /> 1"'S
<br /> SHED RELOCATED
<br /> CENT
<br /> ,RAL CALIFORNIA TRACTION COMPANY
<br /> Is TO B
<br /> (REF PROJECT ''H") .
<br /> H
<br /> CENTRAL CALIFORIV -------
<br /> 7E ME-77 -----....—RN I A TRACT700". COMPANY
<br /> Qu
<br /> EXISTING
<br /> EXISTING
<br /> BARREL Z
<br /> CELLAR EXG
<br /> WAREHOUSE
<br /> EXISTING
<br /> "13 LEACH
<br /> w
<br /> 00 WAR�HOUSE EXISTING
<br /> XG TAN
<br /> E Alarm; --------j LL--- .—J FIELD
<br /> C u All WAREHOUSE AREA.
<br /> )0C "Bly EXISTING
<br /> 00A WAREHOUSE
<br /> Q—Q-0Q "CTY
<br /> p
<br /> jo-1 E
<br /> 0
<br /> HXG
<br /> OFFICE cco
<br /> 0 0 a
<br /> LEACH
<br /> — 58
<br /> EXG 0
<br /> FFICE 017 - 0 FIELD
<br /> SHOP/WAREHOUSE
<br /> AREA.
<br /> cc)(0)(0)co
<br /> ACRE S 101. . 68 N T
<br /> EXISTING
<br /> jj WAREHOUSE
<br /> '01
<br /> an
<br /> ffmyTiTrTr
<br /> 6N,"'N t
<br /> 0
<br /> EXISTING x
<br /> BARREL
<br /> HOW
<br /> BUILDING
<br /> EXISTING
<br /> BARREL 0 00 00000
<br /> L
<br /> BUILDING >�
<br /> 77
<br /> cc 7 A
<br /> 0 )OD 1 41�
<br /> —Q , I "�Q
<br /> C C DC
<br /> My
<br /> C C: w
<br /> C)C)0 C-11 0 0 K 0 0 0 0 C C Xc KOM
<br /> bU
<br /> 0
<br /> 0
<br /> Oil
<br /> BARREL c
<br /> (0
<br /> EXISTING %
<br /> C 0 0
<br /> BUILDING C C C
<br /> C C
<br /> 0 0 0 C C C3
<br /> V Kok..
<br /> C C:
<br /> 000
<br /> .........
<br /> nrin
<br /> ZII-w��� §
<br /> 77
<br /> ir
<br /> IVA
<br /> 01
<br /> 11,111 NO
<br /> WASTEWATER TREATMENT mESCRIPTION
<br /> ',-........................ .......... ........ -,"';.........
<br /> ..............
<br /> 777
<br /> CURRE1491 PROCESS :
<br /> IT ' IS %A
<br /> �'a, a�,
<br /> PROCESS WATER FLOWS BY GRAVITY TO A VAULT WHERE
<br /> WINERY
<br /> STEMS, ETC. ) THE UA
<br /> WATER IS THEN PUMPED INTO TWO 700, 000 GALLON EQUALIZATION 4,
<br /> �0
<br /> (SEEDS,
<br /> SKINS,
<br /> SCREENED FOR GROSS SOLIDS
<br /> TANKS . THESE TANKS ARE USED TO BALANCE THE HYDRAULIC LOADING
<br /> I "' ,
<br /> AND CONCENTRATION OF THE WASTEWATER. IT IS THEN MOVED TO A I d ;2.
<br /> PRECONDITIONING TANK WHERE IT IS PH ADJUSTED AND NUTRIENTS
<br /> ARE ADDED. IT 'THEN GOES TO THE METS FOR PRIMARY BOD
<br /> REDUCTION. THE MET' S ARE A BIOLOGICAL ANAEROBIC DIGESTION
<br /> SYSTEM. THERE ARE TWO MET' S TO ALLOW FOR LOAD BALANCING AND 1 14
<br /> PROVIDE REDUNDANCY TO THE SYSTEM. THE MET S ARE FULILY
<br /> ENCLOSED. THE METHANE BIOGAS WHICH IS GENERATED BY THE METS opt
<br /> IS CAPTURED AND USED TO RUN TWO COGENERATION UNITS TO PRODUCE
<br /> ELECTRICITY. ANY EXCESS GAS IS BURNED IN A FLARE, WHICH IS -------van
<br /> PERMITTED AND `7 77 ------
<br /> MONITORED BY THE S,TVAPCD. UPON LEAVING THE
<br /> MFT' S, THE WATER IS PASSED THROUGH A DISSOLVED AIR FLOATATION j
<br /> REMOVAL OF FINE SOLIDS. WATER CAN BE
<br /> DEVICE TO FACILITATE
<br /> RECYCLED BACK TO THE EQUALIZATION TANKS FOR ADDITIONAL,
<br /> TREATMENT AND ALKALINITY RECOVERY. THE NEXT STEP IS THE
<br /> REDUCTION. ONCE TREATED AND
<br /> AEROBIC PONDS FOR FURTHER BCD
<br /> TO THE LAND
<br /> AERATED THE WATER IS STORED UNTIL IT IS APPLIED Ell 1
<br /> -AA!"Loh jkgwD A. , " I ,, t'
<br /> APPLICATION AREA. THE STORAGE AND APPLICATION IS MANAGED SO
<br /> AS TO MAINTAIN PROPER FREEBOARDS AND BUFFER CAPACITY IN THE "m r
<br /> DATE
<br /> PONDS AND TO OPTIMIZE CROP GROWTH AND AVOID NUISANCES a -MERIN",
<br /> SUCH AS PN 6 �' O 17 ��"O 9 0 —5 0
<br /> STANDING WATER OR RUNOFF. PLEASE NOTE THAT THE FELLOWING
<br /> 2
<br /> PARCELS ARE WTTHTN THE CURRENT PROCESS; 7 . sl 0' ' 14 Ell!
<br /> C ITE S
<br /> APN; BK 017, PG 090, PARCEL 58 . ...........
<br /> ED
<br /> APN; BK 017, PG 090, PARCEL 12 .
<br /> VAN
<br /> - BK 01
<br /> APN, -7, PG 090, PARCEL 50 .
<br /> IN THESE PLANS INCORPORATE PROPRIETARY RIGHTS,
<br /> .APN; BK 017, PG 100, PARCEL 22 .
<br /> THE DESIGN AND CONSTRUCTION FEATURES SHOWN E]
<br /> NEITHER THESE PLANS NOR THE DESIGN AND
<br /> FLWYN V. (71-
<br /> N1
<br /> CONSTRUCTION FEATURES SHOWN THEREON ARE TO BE ITEINEN, 9�
<br /> A , ' OR IN PARTWITHOUT THE U
<br /> it DUPLICATED IN WHOLE 31748
<br /> Was N Nm(
<br /> THE PROCESS AS DESCRIBED ABOVE REMAINS ESSENTIALLY UNCHANG.'ED I CONSENT OF ADVANCED DESIGN GROUP, INC. 12MIR2
<br /> IN PLANNED CHANGES CONSIST
<br /> THE FINAL CONFIGURATION. CIVIL
<br /> A
<br /> OF ADDING LAND APPLICATION AREA
<br /> PRIMARILY ND SOURCE
<br /> MEASURES AS REQUIRED TO COMPLY WITH MASS LOADING -01
<br /> El
<br /> REDUCTION
<br /> LIMITS TO BE ESTABLISHED BY THE CALIFORNIA REGIONAL WATER its," C
<br /> QUALITY BOARD WASTE DISCHARGE REQUIREMENTS. PLEASE NOTE
<br /> THAT ADDING THE FOLLOWING PARCELS ARE WITHIN THE PLANNED
<br /> PROCESS IMPROVEMENTS;
<br /> APN; BK 017, PG 340, PARCEL 16. LEGEND
<br /> APN, BK 017, PG 340, PARCEL 07 .
<br /> .............
<br /> E X I S T 114 G T It E A T 10 1) TA T 16 It S T 0 FIA G E 1?0 N 1)
<br /> DRAWN BY: DLW
<br /> E X I S., T I N G AERATION POND .. APPENDIX v ' Dvv
<br /> W A T E W A T ERR` TREATMEAST711 P" LAN
<br /> EXISTING LAND APPLAVATAN AREA .
<br /> N
<br /> I
<br /> SCEE. 111 200 .01
<br /> -------------
<br /> PROJECT
<br /> FUTURE LAND APPLAVATINA AREA . 11086
<br /> F77777 EXISTING LAND APPLANATION AREA THAT IES —
<br /> SUBJECT TO FUTURE DEVELOPMENT t"I
<br /> DIESIGARN GRULT M-1.
<br /> 1128 SIXTH sT.REET,MODESTO,CA 95354
<br /> xvISTING WASTEVATIE 1, T 1,10 1,T Doi EV D4 T I?Ij IQ T PHONE:(209)577-3108 D
<br /> EMAIL:adgiCa),atLnet
<br /> ���mmmmmmmm���
<br /> LXI
<br /> t1',E,A1I1
<br /> L
<br /> NOTE .* THTS DRAWTNG TS FOR THE REVTSI-- ONS OF APPROVED ACTTONS APPLTCATTON .
<br /> ------ ---------
<br />
|