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HomeMy WebLinkAbout9999 FALMOUTH ROAD 124 LOT SUBDIVISION - Health (3) 9,1 Jj -'jL !�'L_ _L_.-L I.,_1A_j .!AAL �.LJ�VJ! _1 A! __L_ __J I-A-ML-­ 1�1 .1­ 1 i­_ I ,19 PLANS IN SUPPORT OF GROUNDWATER DISCHARGE PERMIT APPLICATION FOR WASTEWATER FACILITIES FOR THE FULL BUILD OUT OF COTUIT MEADOWS 124-LOT SUBDIVISION LOCATED ON : 9999 FALMOUTH ROAD COTUIT-BARNSTABLE , MASSACHUSETTS WASTEWATER FACILITIES COTUIT MEADOWS SUBDIVISION MAY 2008 9999 FALMOUTH ROAD COTU IT—BARN STABLE, MASSACHUSETTSkf .�.. AMENDEDJULY2010 � { t SHEET INDEXu . G-1 GENERAL LOCATION PLAN G-2 GRADING PLAN TF-1 WASTEWATER TREATMENT FACILITY SITE PLAN PROPOSED BY: TF-2 WASTEWATER FACILITIES FLOW DIAGRAM & HYDRAULIC PROFILE TF-3 SEPTIC TANK & EFFLUENT PUMP STATION TF-4 EQUALIZATION TANK & PUMP STATION COTUIT EQUITABLE HOUSING, LLC TF-5 WASTEWATER FACILITIES SYSTEM PLAN P.O. BOX 95 TF-6 BICIFILTER PLAN SCHEMATIC CENTERVILLE, MASSACHUSETTS TF-7 ELECTRICAL LOADING AND STANDBY POWER P&ID— 1-9 PIPING AND INSTRUMENTATION DIAGRAM (BY GE/ZENQN) FM-1 EFFLUENT FORCE MAIN PROFILE PLANS PREPARED BY: DS-1 WASTEWATER DISPOSAL SYSTEM SITE PLAN DS-2 DISPOSAL AREA-PIPING PLAN & DETAILS -VA OF/k4S. DS-3 DISPOSAL AREA PIPING PLAN & DETAILS JOHN tiG SGC ENGINEERING, LLC M. RAN • cn SGC Civil Design & Survey Engineering RIO CIVDIL THESE PLANS HAVE BEEN PREPARED TO SUPPLEMENT THE PLANS FOR THE COTUIT-a Environmental & Regulatory Permitting No.36945 MEADOWS SUBDIVISION THAT HAVE BEEN PREPARED BY -a Electrical Power Systems Engineering BAXTER NYE ENGINEERING & SURVEYING, 78 NORTH ST., 3RD FL, HYANNIS, MASSACHUSETTS. SERVING OUR CLIENTS IN THE U.S.A. & CANADA A PORTION OF THESE PLANS HAVE BEEN PROVIDED BELOW. 501 County Road Target Technology Center Westbrook,Maine 04092 20 Godfrey I Suite 200 Tel:207-347-8100 Orono,Maine 04473 Tel:207-866-6571 C-4.1 COTUIT MEADOWS SUBDIVISION MASTER UTILITY PLAN Fax:207-347-8101 Fax:207-866--6501 C-4.2 COTUIT MEADOWS SUBDIVISION MASTER UTILITY PLAN JOB NO. 604001 T --- ---- - F --I I T11_11NU I r, [T I T-11 TF-1_T 71 F 77� 1117-1 Tj 7 flj z LEGEND Q EXISTING PROPOSED 00 N 0 0 z c z 2 2 w ® El ® Q R PROPERTY MONUMENTS O � ® O 9 F a a o a � Lu w w ¢ a d wcncn c.� aav as D STORM DRAIN LINE D w m a Cl- Cl- a Cl- z a_ a z o m osi s SEWER LINE S � cn to ¢ CD CD c.D N � o c9 M TOWN OF MASHPEE s FORCE MAIN FM g o o N 0 0 0 � � o U (n U U U W W WATER LINE W W o < < Z z z o ui w w uj z z ui 0 Of o U o o a o o m U E ELECTRIC E � w uj c/) co V) z ¢ U5 � o ct Q Q w Q w W Z J N w w w (n Ow C------ COMMUNICATIONS ..............................____ C ....... _ ..., z w w x � 0 a w o � � w o :D F-- F- Z Z Z N J X Z Z Z Of w L GAS SERVICE G o V) V) ¢ m ¢ a 5 a o a a ¢ o =o' Q Q -I � J J w Z J J JNC COMMUNICATIONS C cnaa � w ¢ a_ a_ 0- ¢7 LOT 36 LOT 34LOT 33 LOT 321 LOT 30 LOT 29 PROCESS AIR PIPE — AIR LOT 35 \ LOT 37 LOT 28 83 — — C) C) o0000 WASTEWATER TREATMENT I ODOR CONTROL AIR DUCT —ODOR———— �,/' O \ \ P CCC N CV CN N N O N N N N N N N N N FACILITY AREA %; N CONTROL CIRCUIT CONDUIT W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 SEE SHEET TF-1 \ M ^ � � � � N � � � � � o � 3i3C� GRADE CONTOUR 300 F- N o o N N o r+ N - - — - - — 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO ZONE II O Q - In In M I- 1- W N 'd- n N n � U) LOT 27 — I PLEASANT HILL CIRCLE .',' \ -- -- ENT PROP E - - ADJACENT PROPERTY LINE � / PROPOSED SETBACK LINE > I I LOT 50 LOT 51 LOT 52 LOT 53 LOT 54 LOT 56 LOT 57 \ PROPOSED PROPERTY LINE — — OZOI. INIr)I�I�IcOII� �I�I�I�I.-I�I�I OPEN SPACE � LOT 55 I \ —x——x FENCE LOT 26 am TREELINE C I I LOT 49 — — — — STONEWALL c \ — . TOWN OF MASHPEE I LOT 38 — — — LOT 58 LOT 25 TOWN OF MASHPEE PAVED SURFACE a I / OPEN SPACE �� OT 62 LOT 61 LOT 60 LOT 59 \ o GRAVEL SURFACE � r Q u o y Z U CS o w T LOT 39 / LOT 48 ��� LOT 63 CONCRETE SURFACE N T oCD 0 06 — — �o o.. LOT 24 SEWER MANHOLE QS V► aS o 78° ,L `� OSPftLY DRIVE DRAIN MANHOLE Z dd d 0. j N LOT 47 LOT 65 LOT 64 — — \ w CATCH BASIN W o� v = O LOT 66 \ \ cob UTILITY POLE CQ.) z,^ � C •� ~ o`� o LOT 71 LOT 23 \ WELL V Q `O N z soR LOT 70 LOT 72 LOT 73 LOT 74 �o WELL •> � LOT 69 \ HYDRANT Lo w Z V WATER GATE VALVE ID J LOT 22 40so WATER SHUT OFFcq N i LOT 40 LOT 68 LOT 75 \ Da GAS VALVE Da o o s / OPEN SPACE \ \ WETLAND SYMBOL y LOT 46 �� LIGHT POLE -# ; 'o o"r LOT 41 / LOT 117 LOT 67 — _ LOT 21 ° N N S LOT 94 I CULVERT (m) W �N F �� TEST PIT U �P n, LOT 76 / 0 VO LOT 95 MONITORING WELL LOT 20 \ BOLLARD • LOT 45 \ ELECTRICAL TRANSFORMER LOT 42 / \ LOT 118 LOT 116 LOT 93 LOT 44 L LOT 77 LOT 96 LOT 78 LOT 19 LOT 43 �� \ / LOT 119 \ / LOT 92 LOT 115 / LOT 79 OT 80 TO sr�nEE LOT 97 \ LOT 18 �, •`" T A LOT 98 .o=> I / LOT 120 / 0 o D o LOT 91 sx ' LOT 114 / � / LOT 81 \ \\ LOT 17 \ \ oo / LOT 121 / � LOT 99 LOT 82 WASTEWATER DISPOSAL SYSTEM AREA / / / �, ,A/ LOT 113 LOT 90 OPEN SEE SHEETS / / / '� o° SPACE / U DS-1 THRU DS-3 / / / LOT 122 �� LOT 111 LOT 100 \ Jam�-- LOT 112 LOT 89 OPEN SPACE LOT 83 \ w o s� LOT 16 C� o m PROP '� OPEN SPACE °'Ao I _ co F/ LOT 123 LOT 110 LOT 101 of / ❑ U o BU Et� 2 EXISj/�l 2 LOT 88 LOT 84 /-- — \ (Q w I CooUT� p��� j C l \\ LOT 15 \ w Q a LL ( yASE j� l LOT 102 \\ / LOT 85 m m LOT 124 CL LOT 109 — — LOT 14 Q LLj LOT 108 LOT 86 \ J z Y LOT 107 = J LOT 87 \ 0 U LOT 106 LOT 105 LOT 104 1 � � o� LOT 103 LOT 13 O U- F_ w LOT 12 Z o �---- w N a �pG — PLEASANT HILL CIRCLE Q (� g C) Z LOT 11 w w 2 �pyo \ LOT 1 I LOT 2 LOT 3 -- / LOT 4 LOT 5 LOT 6 0 o \ I OPEN S ACE I LOT 7 LOT 8 LOT 9 LOT 10 I o \ N o u ONPpM�ROP __ TOWN OF MASHPEE N w U) Z Q U w Q ❑ � � 0- Q o J Z J N \ \ Qoo = Q � TOWN OF BARNSTABLE \ TO BARNSTABLE Q Q CD \ Uw Z J � Q � < °° GENERAL LAYOUT OF COTUIT MEADOWS r� W o 0) w e 124-LOT RESIDENTIAL SUBDIVISION � 'L k I u. .�.��� _ .� Q w rn O (D U J 0 SHEET: G- 1 - _ . _.._ ._._ ._._�._ ....._ - - .-- - _.T .T-,r__..n.. _ « T �ii I_L_ L G Iif -I fl _ _ f 11f L if l IIT II'Il III;IIII L. EGG l; E l 11 TT flit 'I TIIFT� T <<, n, - �, it I )p _ _ .: _ _ __._.uii id O \ 1 / (2)-6,500 GALLON z z z z ( --- AEROBIC TANKS \ o � F 1 (1)-4,000 GALLON `� 'r F-- o POST-ANOXIC TANK '�\ w < v``'i v a a v ¢ a do LOT #37 < 92 w z O ✓ w \ = tw Ld-- o tY Z Z 0 0 f �� \ `• �� o Q Q N � o Ld o 5 w o o w o 1Ox18 `\ "\ \ \ � � L, z zzowozzo 47 BIOFILTER/ \ ` \\ \ `` \ ao � ooQZzoozo 3 p d N vNi o i ODOR CONTROL \ > 5 > cn ¢ - > S \ BIOFILTER ODOR CON\ zzNaLzzC _ PAVRk'F O$Y / / O ocncn ¢ ma ¢ 5 0 ¢ ¢ 0 \ OVER ERATOR (1)-4,000 GALLON { '� DRAIN MANHOLE\ \ 3 3 a ¢ / PRE-ANOXIC TANS 46 "-•.,. ' 3Z.O' w,..., \ \ O ,,,,w \ / O O O O O O O oN oN O N N N N p O O Cl p O p O O p O O O O ``�/^� I t O O I N Its CO cD d O CO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 . RIM=44.77 / 24'x32' TREATMENT BUILDING---.-.-- - "^ - _ `\ > >� FF ELEV=46.50' '"I INV.=39.02 \ \ \ W O o N I n co oo rn f. SUMP-32.07 \o / Z ' `` �f � a r --... .. --- ----- - -- -- i Q7 .fir ACCESS - / 44-- DRIVE ®f C BITUMINOUS PAVEMENT w - •d d C -- -- I AREA FOR FUTURE I I o, SEPTIC TANK RIM=45.43 + E 0. �►] Q o , r--------- _ _ _ I I INV 8.73 j - -- -- -- 1 I R/M 44.73 I SUMPi31.93 It Q N ! jf / w Cyr �� ^o f r TOP BAFFLE-39.61 0� c� , z �cno�"' - - - _ - I INV.=38.61 I I EX. SMM J1I (WWTF 5'MH#1) Q o d ° / _ - .9 RIM- 45.9 RIM = - ` fir' \- a ( - RIM 45 45.9 RIM 45.9 V � >. o , I I I I RIM=4 .43 ..7 d U L o 19 P _. / 45.25 r i 1 - - ------- - - - 8 (NE) W N CNN i _ _ UM }}® lNV 3J 4 E # 1 /NV. 9.13 (SW) 1 m i3 z; I EX. 16,000 GAL C� c a I IN v.= 9.13 (SE) _ � SEPTIC TANK z ,� C N L--------J L --------J EQUALIZATION SY M I S �o r-------- PUMP STATION -- ------ � � _ r 1 RIM-45.5' x _ - SMH #12 w c� u 2 = - - �� I - - I I M�NHOLEITT /N,RI�-39.'74(N " z E v HIM 45.4- RIM=45.4 RIM-45.4' RIM-45.4 S = o� - '� •, ` ----- -- -- ---- - 0 fNV 39.75 �SE) . :. - � wa -, ._. .. . , R lNv 39,69 SW u] d � J � ) z / I16,000I u w S EX. GAL V J50 SEPTIC TANK 4 6, GALLON o 0 LZ � ao FLOW E U I ATION TANKS 44.75 Q I I o RI " 1 1 'n rr 1 5b z s 16 - j F> In vl" n�w i y 1 - � W t I 1.90 n. - / TOP BAFFLE-39. ACCESS DRIVE lNV=38.73 - v / _ / zr Afro GRAVEL SUMP-32 05 .14 = ice.. ,. - lM 44.75 { 3 r .� � SUMP=�2.05 t INSTALL 12 DIAM. CULVERT ` Q - - RIM=44;05 PUMP CHAMBER,. \ L=30', S=0.02 _ _ IN.V. 37.80 .--RIM 44.10 INV IN=40.3 INSTALL STEEL \ - o' _ :SUMP-31.65 SUMP 3L27 W \ 1 INV OUT=39.7 / / - v BOLLARD (TYP) jJ) CL 00 GAL \ \. r / / '" �`�, EX. SEPTIC 'TAN � I PUMP VA L r i ❑ / / d C7 t 6 EFFLUENT MANHOLE / )i+ =44.88 �------- \ ` " " r ✓ s \ INV'-38.59 (N) - \ � INV.=3 . (E) -~ f f00 f INV.=38.48 SJYI � f / 1 '� ✓� `. EX. VENT f //J , X. 6, VAL VEIAUL T f f \ / � / \ ' ��� '� r� ✓ y ,CONTROL PANEL f RIM,4.89 o W ova CD m m WAS TREATMENT p w ACI LI TY LOT `\ o �- \ W z 0 a \ co LOT #38 1 w O O z W. SHEET: G-2 cllj 17 T r i r I r �� p II � i T� �!� � � ' I I I I I (L I I l 11 O / (1)-6,500 GALLON a 3" FORCE MAIN AEROBIC TANKS LOT 37 z z z z FROM MEMBRANE TANK \ \ w TO AEROBIC TANKS \ J J J J 3" FORCE MAIN :2 , 0- a_ ME a_ a. (1)-4,000 GALLON FROM AEROBIC TANKS \ w Q Q C) a a o0 a s / POST-ANOXIC TANK w � o w z o z o PTO PRE-ANOXIC TANK = _ -' a � w c z FOR RECIRCULATION OR U a_ SEPTIC TANK FOR \ ¢ ww aa. CD pz � mw CD CD =) SLUDGE WASTING\ \ N J J o o N o o o U � L � cn � cncn � wwcncnw0 / 8" PVC AIR DUCT TO 10'x18' �`' Ln cncnazc� �nFn 0!: (1)-6,500 GALLON \ o p o o o � o 0 0 BIOFILTER > -' S > co 5; 5z0 / BIOFILTER/ AEROBIC TANKS \ \ a a ,,, a w w z J cn w w cn ODOR CONTROL \ BIOFILTER/ODOR CONTROL z w/ w w o' � cn DRAIN MANHOLE / omN ¢ m < < 5Qo ¢ Qo � PAD FOR STANDBY (1)-4,000 GALLON \ cn a' Q Q J Z) J J w Z_ p J J m N PflWERNERATOR PRE-ANOXIC TANK \ \ c� 3 0 a a w Q a w a _--- . 1 � c� r ' t� � � a0000000 8 ODOR-�------ - ----8 ODOR--- ---- -- -�---- --- \ o 0 0 0 � o 0 0 .- 8" PVC AIR DUCT TO -� oo000000000000 E AIR AIR I \ N N N (V N o nJ (V (V 04 N N N (V mA ODOR CONTROL BLOWER \ W N 24.0 32.0 " / (/) r7r � orn rNu� cncDd ocD E I E FM FM 3 FORCE MAIN I- No � � cD � oN � Nor� N / I MANHOLE / Q 0 00000000000000 TO FLOW SPLITTER z Q -- � � � co r- r- oo N d- N r) a ,n / d IF' " \ \ \ U) 3 FORCE MAIN I TO PRE-ANOXIC TANK �/ \ w� ci o N r7 24'x32' TREATMENT BUILDING I I \ \ FF ELEV=46.50' - -� -� -� / RIM=44.77 � � ,� INV.=39.02 � 4' PVC BUILDING SEWER SERVICE I ` - d SUMP-32.07 rn L=122', S=0.016 I NIA LEII I I I III II 3 INV OUT=43.17 - - - - - - - - - - - - - - / C EX. SEPTIC TANK I I Q AREA FOR FUTURE p" � p SEPTIC TANK EX. SMH #11 (WWTF SMH#i) •�' '^ p N EFFLUENT MANHOLEI RlM-47.43 C +- s Z RlM 45 43 INV=38.73 4] v�o / RlM\44.88 R/M=44.73 SUMP=31.9IF INV.=39.48 (NE) a R20.0 / INV.-38.59 (N) I =39 61 I (SW) Q s ��\ INV.=38.63 E TOP BAFFLE INV.=39.13c / //'/J -- �II �II INV.=38.48 (SW) SUMP38 2.03 °� � N 77 lNV=39.13 (SE) o �. t7 � I N EX. 16,000 CAL aS a. L� - ----J -----� `�' I SEPTIC TANK I W a w / ACCESS DRIVE -- �� I I •s � '� f- AIR E E DDDR, P.- S S SMH 12 ""1 LN c� v 2 BITUMINOUS PAVEMENT ' ----- ----- R1M=50.24 C / e DUCT, ® � X PLITTER INV=39.74( U' p z PUMP - -- --- ------------ -- E INV=39.75 z > U) STATIONS INV=39.69 ( ) W C w F- N � I I I I ----------- Ely�,, S' SS Z \ - -- W ,e 5 { EX. 16,000 GAL 5 cn X V \ R10.0' SEPTIC TANK o� o 1 , . �,;.,.... o _ 4 6 250 GALLON S o =_ S ONNECT EXISTING ;Z O C FLOW EQUALIZATION TANKS 4 SEPTIC° AN �EF LUENT �. ' TANK ,F A 0 Z oY ,: . .:_..... TO PUMP ST TIN L-LINE -: o 16. Q �.., �, e S S S � S S S W'. LL ,.;.s, ,� , = �' _ RlM 45.40 TOP BAFFLE-39.63 _ �, IN . 38.80 = 1 NV 38J3 ,...- .. ,.._., ...,. SUMP 31.90 SUMP 32.05 40 .... . . .. .,-.. R45.0 ,, ,� � ., �' _ � 6" PVC INV IN-41.2' � . guj,. 1 ACCESS DRIVE ;' - .; EXISTING SEWER: _ \ - RIM-44.75 GRAVEL ,,%LINE. SEGMENT INV.-39.03 INSTALL 12 DIAM. CULVERT TO BEABANDONED SUMP=32.05 L=30' S=0.02 F -, INV IN=40.3 !y 1 = RIM=44.05 PUMP CHAMBER .. INV OUT 39.7 INSTALL STEEL f \` INV.-INV RIM=44.10.' BOLLARD (TYP) 1 w SUMP 31.65 SUMP=3t:2i­,`l 7 7 FM \ J /I \ W EX. 6'0 VALVE VA T ® ® ® • RIM=44.89 \\ r \ R25.0' a / �> \ W W I S EX. 6,000 GAL o- Ex FM \ I 0 Z + \ 1" POTABLE WATER PUMP VA LT I EX FM z \ SERVICE TO BUILDING \ f �------� CONNECT TREATMENT INSTALL WIRELESS TRANSMITTER 'O \ \ EXTEND NEW ELECTRIC EFFLUENT LINE TO EXISTING FOR ELECTRIC BUTTERFLY `WC?0 \ SERVICE TO EFFLUENT EFFLUENT PUMP STATION VALVES AT DISPOSAL FIELDS. \ PUMP STATION w E E ELEVATED SEE TTOSTHE GREATEST-3. ANTENNA TO B \ EXTENT PRACTIABLE. 1 \ � 1 w w w w w w w w w w w w w U \ FORCE MAIN FROM OFF SITE SOURCES (VIA NOISY HOLE J o \ \ \ m ROAD) THAT ARE TO BE CONNECTED TO THIS TREATMENT \ \ \ FACILITY TO SATISFY NO NET NITROGEN REQUIREMENT CD \ Z 4" PVC TREATMENT EX VENT U) o \ 0 \ �� EFFLUENT LINE z o ~ N� \ EX. PUMP STATION CONTROL PANEL _ C \ V,\ & ZABEL FILTER MONITORS (� o \ yO \ \ LO EX. ELECTRIC METER w CD CD \ \ FOR PUMP STATION O U) O w wXcn a w O W \\ \\ NEW 120/208 V, 30, 4 WIRE �- d w \ Q \ UNDERGROUND ELECTRIC SERVICE w J z w \ \ \ \ EXISTING 120/208 V 30 w > o v \ \ \ UNDERGROUND POWER SERVICE \ \ (TO BE ABANDONED ONCE PUMP LL w \ \ \ STATION IS POWERED FROM 1 \ \\ CONTROL BUILDING) \ O w o \\ \ W a U U w W \ \ a o \ \ 1 0 \ \\ 1 0 ' N w � wnl- I- \\ �\ - LOT #38 �- W = co w � LLFL \ \ c o \ \ \ UP#484/5 J�C�. �C> SHEET: \ � \ TF- 1 o��� r r �� .,� III !19J�'lllllll IL ��1 I�'�, 1I I i Il II I'I If I' I I �i -_T f �I Ip, I 1_1 11111[�flflf,.__ I'l I, � I � _-_I 1 _ - lF T I f�1 T� 1�1' 11 -1 I' II i > �Il lil .T i, z O F Q U Z Z Z O O N O F Q Q Q Z Q Z U U W U ~ O = _ .J F d d W' W W Q O_ U a a U a = 0- N � N W Z 2! Q� Z O LJ LJ W F 0 0 > U S F- F p � � Z Z 0 0 0 � N = = � O O O D U O U F- CHEMICAL ADDITION CHEMICAL ADDITION o < < N o- cn N � w w w � w 0 CARBON SOURCE ALKALINITY ADJUSTMENT w o- w 0 0L 0 0 0 oc o 0 0 (_' AERATION BLOWERS < aaw ¢ wwzJ (nccnEdco z w w� of O S w w c w o O O 0 En N Z m Z Z Q p p ZQ p r [Y Q Q J m J J W Z O O J O 0_ fn S a � li Q Q 0_ Q N TO ANOXIC TO AERATION CELL CELL MEMBRANE BLOWERS r- I*- rr l-- l- r- r- oo oo ao 0 0 0 O O 0 0 0 0 0 r- 0 0 0 0 0 O 1. O N N C) CD CD CD O CD CD CD CD O O O N 6' 9tFLOW ''^^ wr,) � d orn r- N �ncD � �ooco N O 10 O N N N r7 N EQUALIZATION PRE-ANOXIC POST-ANOXIC i 0000000000000 PUMP STA11ON T TANK D AEROBIC AEROBICp -+- a Lo Lo (D r- r, 00 N It � N � o .�.�._.. � TANK TANK TANK MEDIPRTANKSN O — _ FLOW FLOW EQUALIZATION EQUALIZATION -..' ._ DIP I LL� O 4' I.D. O 1 SEPTIC O O TANK #4 O` O TANK #3 O' Z FLOW SPUTTER I TANK MANHOLE s a� INFLUENT FLOW � ... - L BEDS 8" PVC FORCE MAIN FROM DEVELOPMENT O �� � � d : M 16 FLOW FLOW M GNETIC __ +. FLOW F� 6'0 VALVE VAULT 000 GALLON v _.. ice...., ;- o TANK #1 O` O TANK #2 O' !. METER EFFLUENT � � O SEPTIC TANK O � EQUALIZATION EQUALIZATION UV DISINFECTION Q I l 2 MODULES PUMP STATION N I r-- y�j Q t � o V >. U o30 ; 4' I.D. SEP11C TANK - ccois L o n EFFLUENT MANHOLE 3" FORCE MAIN TO PRE-ANOXIC TANK j N 3 Q ° ,� 3" FORCE MAIN TO 3" FORCE MAIN 4" PROCESS AIR 7FLOW SPUTTER MANHOLE FROM MEMBRANE TANK FROM TREATMENT z c ~o 0 FORCE MAINAERATION � � � C. = N FROM OFF-SITE 3" FORCE MAIN TO AEROBIC TANKS BUILDING WASTEWATER FROM AEROBIC TANKS BLOWERS Z C ` E- FLOW SOURCES TO PRE-ANOXIC TANK t7 p ,", Z FOR RECIRCULATION OR Z SEPTIC TANK FOR SLUDGE W Z WASTING LL N O O V O O (Do O_ O � N �� � G r r WA, TEWA TER TREA TMEN T FA CIL/TIES " m SCHEMA TIC FL 0 W DI A GRA M > 4 N N x w u� Fri SCALE 1"=10' U) 3 t� ;� s .,. a Ko�w ; 7 z � ° r0 U F C� 04 �W o VJ O U Z 2 U = o ai 65 65 O U cm o _ (� w CD 0 J_ 60 TREATMENT BUILDING 60 J O Q a U- F - - - - --SKID-MOUNTED � m m 2 PERMEATE BACK PULSE PUINP Q O L11 55 a- 2 NPAN1 55 f- UV DISINFECTION MODULE a J z v 4,000 GAL 6.500 GAL 6,_5„00_GAL 4,000 GAL S 50 PRE-ANOXIC AEROBIC AEROBIC POST-ANOXIC I MEMBRANE 50 O w U Ow TANK TANK TANK TANK TANK LL F_ 45 e 45 W ��- z o N a _ \_ 8" PVC FORE MAIN Q FROM U —ram I 11.67' 6" PVC TO DISPOSAL BEDS o 40 -�-�'..�:::..-.•. ::�.:�,�:::-.: 6" PVC 0 z v v ..: .,:. EQUALIZATION .. :. .,;•.,..:,.>.:,,.:.. : C9 r r ' ——- —— ——---8———fl PUMP STATION 5.04' 5.04'+ 2 w E_QUAI IZATION TANK #1 & #4 EQUALIZA1ION TANK #2 & #3 AND AEROBIC -37.8 a p 6'0 VALVE VAULT o 0 7.0' _ TANKS FOR - t µ BASE EL=38.79' 35 35 ————— RECIRCULATION -'F— 8.06' 8.06' ,� 3 w————— EXTEND PIPE TO (4) J EQUALIZATION PUMP 6" PVC L5.75' �r � ` 30 STATION FOR FULL 30 BUILDOUT F-- TANK BOTTOM Q O ELEV = 30.88' W 25 4' 1.D. SEPTIC TANK EQUALIZATION PUMP STATION 6,250 GAL EQUALIZATION TANKS ANOXIC AND AEROBIC TANKS TREATMENT BUILDING EFFLUENT PUMP STATION 25 4' l.D. FLOW �2)-16,000 GALLON GALLON _ C)EFFLUENT MANHOLE _ _ SPUTTER MANHOLE SEPTIC TANKS TOP OF MH 45.90/45.40' INV IN 38.16' INV IN = 45.22' FF ELEV=46.50' 1. LAG/ALARM, EL = 37.38' C) J TOP OF MH = 4773' INV IN = 38.73%38.80' TOP OF MH = 44.88' INV IN = 38.42' INV OUT = 32.41' TOP OF OVERFLOW OULET IN 2. LEAD PUMP ON, EL = 36.88' OD 0 L11 INV IN = 39.48' INV OUT = 39.02%39.03' INV IN = 38.59' INV IN TANK #1 & #4 = 32.37' MEMBRANE TANK = 43.0' 3. PUMP OFF, EL = 32.38' wQ > J INV OUT = 39 INV IN 38.63' INV OUT _ 38.20'.13' BOTTOM OF TANK = 32.07%32.05' 4. BOTTOM OF TANK EL = 30.88 W Q m INV OUT = 38.48' BOTTOM OF MH = 30.37' Q v 2 2i 0 z LLzF- _ Q � a � � m w 0 rn 1 T O) O WASTEWA TER TREA TMEN T FA CILI TIES o HYDRAULIC FLOW DIAGRAM a.�w �., .., W 9, A SCALE V.• 1"-10' �d� � '_ I T'AL �� �:1� _j J H. N.T.S. H LL �. SHEET: TF-2 I flf1,1 �1 f T 1 �� _1t _II LA a ..I. _ __ Ei__!;I 1L _I: LL' '_1L _u I __uu z 0 DESIGN ELEVATIONS: PRECAST CONCRETE TANK NOTES: PUMP SYSTEM NOTES: Q U Z Z Z Z 1. SEPTIC TANK CONCRETE TO BE 5,000 PSI STRENGTH @28 DAYS, AASHTO 1. PROVIDE DUPLEX SUBMERSIBLE WASTEWATER PUMP SYSTEM a o � F- 0 0 INV. INTO FLOW SPL/TTER MANHOLE 39.48' z HS20-44 LOADING. STEEL REINFORCEMENT TO BE ASTM A-615, GRADE 60. MOUNTED ON STAINLESS STEEL SLIDE RAIL SYSTEM. ¢ z v v w v U INV. OUT OF FLOW SPL/TTER MANHOLE 39.I3' �_ _ _ o_ fS J INV. INTO SEPTIC TANK 38.73'138.80' ° ° o a 2. ALL TANK CONSTRUCTION JOINTS TO BE SEALED WITH BUTYL RUBBER. 2. PUMP SPECIFICATIONS: � w w ¢ a a v INV. OUT OF SEPTIC TANK 38.61'138.73' a- a a � ¢ ¢ a u") (A INV. INTO SEPTIC TANK EFFLUENT MANHOLE 38.79'138.63' 3. ALL PIPING SHALL BE SCH 40 PVC AND SHALL BE SECURELY FASTENED TO MANUFACTURER: FAIRBANKS MORSE ,MYERS, OR Lj °_ a o w si si w 0 INV. OUT OF SEPTIC TANK EFFLUENT MANHOLE 38.48' PREVENT INADVERTENT SEPARA11ON DURING USE OR PUMPING OF TANKS. APPROVED EQUAL a N (n ¢ � 0 0 � c� INV. INTO EFFLUENT PUMP STATION 37.80' TYPE: NON CLOG 3" SOLIDS PASSING = � � o � � z z 0 � a 0 = BASE OF LEACHING CHAMBERS 56.00' 4. TANKS ARE TO BE BY OLDCASTLE PRECAST OR EQUIVALENT. CAPACITY: 942 GPM N_ o o w o 0 0 0 0 • TDH: 58.5FEET o � � zazzoww = Nwzp 5. ALL TANKS TO BE PLACED ON MIN OF 12" OF COMPACTED CRUSHED STONE AND MOTOR 20 HP, 208 V, 3 0 a � o Of ow 0 0 0 o 0 0 o U 6" PVC BUILDING BACKFILLED WITH CLEAN GRANULAR SAND OR GRAVEL MIN OF 24" ALL SIDES. a a w ¢ w w z < N w w CD SEWER SERVICE z w w w w o 3. CONTROLS: o33:: x acn � cn • PROVIDE CONTROLS IN ALUMINUM NEMA 4 ENCLOSURE � Q Q J � -1 J w z o a ¢ o N 32'-2" MOUNTED ON CONCRETE BASE. c� a `n a a x w ¢ a a a N • CONTROL PANEL TO BE ZEUS AC-CP-D-C-T 6" BY ZABEL ENVIRONMENTAL TECHNOLOGY P.O. BOX 1520, CRESTWOOD, KY, 40014 1-800-221-5742, OR APPROVED EQUAL o C) CD � � °O o 0 0 0 0 0 0 0 (D o 0 0 0 20'-5" 10'-3" w N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C-4 CV CV N N N N N N N N N N I--' 7 N O � m cD S O N N O M N 6" �6" Q d 0 C) to Go h CD C0 (V Ct N r7 (D CD 0 � o 0 0 • o 0 0 0 0 0 0 0 0 0 lam• I1I1 '•.I I•a W O N L7 O .- 11 r FROM SEP11C 17'-0" .��-! TANK EFFLUENT 16,000 GALLON SEPTIC TANK I ( MANHOLE 16'-0" ° 0�. Ii DISCONNECT AND CAP EXISTING SEWER 'a� p °N 3 x3' HATCH ABOVE u] o „ Z TO EFFLUENT PUMP , .: .d J -W STATION USED IN �' A U)O(9�;�— L— — PHASE 1 •: V >. cn c >4 �• * F 1 ice+I \ L—J YI F' N Oft L ... l/ Ff� W O O �v/ 8'-0 7'-0'�: " { oNN ;) 6 �,�: 8" PVC FORCE MAIN � Q V 3 0 TO DISPOSAL BEDS c� U. 4' I.D. �-a — -- ---a----- — - ^.--' ; --j ,. z o cA o r ;. <. SEPTIC TANK , TO EQUALIZATION TANK O °'� c! CL N FLOW SPLITTER ..:•. .. . � * + T , ++ q\ ._�: _ �`——.� _ — — d EFFLUENT MANHOLE : ��.. — - - �.. MANHOLE } PUMP STATION 0 C d W I• .d z 0 •r r o 8„x 6" uj c u I INCREASER / -T—.:�- . . ,. ELBOW V V 1 W " V - 1 J I �,:I 6 PVC FROM ODOR 1 16,000 GALLON SEPTIC TANK CONTROL DRAIN 6" 6 m MANHOLE INV 38.68' ca a g a II I I C?T Ai * I DAVIT ARM FOR (0 —— 6" PVC ODOR CONTROL AIR PORTABLE HOIST Z 'A DUCT FROM PREANOXIC TANK c`3 g N N ----- WET WELL VALVE VAULT w ~LL 1st CHAMBER = 10,690 GAL 2nd CHAMBER = 5,367 GAL �aT— — EFFLUENT SCREENING ASSEMBLY 8" PVC ODOR CONTROL AIR 77-74 '- •'. T."'^• °'• USING 4 - ZABEL A-600 FILTERS DUCT TO ODOR CONTROL AND SCHEDULE 40 PVC PIPE AND BLOWER IN WWTF BUILDING FITTINGS. PROVIDE 3-6" SCH 40 PVC INVERTED U-SHAPED PIPE CONNECTIONS EACH TANK. i �StS 4'-7" �— 7'-8" 7'-8" 7'-8" 4'-7" EFFLUENT PUMP S TA TION PLAN Q_j to SCALE' 1/4"=1'-0" � �5 _ SEPTIC TANK PLAN °�' SCALE 1/4"=1'-0" � , cr. � 00 I i i 4'x4' BILCO TYPE PCM U SIDEWALK VAULT DOOR J 50 50 50 OR APPROVED EQUAL, 3'x3' BILCO TYPE PCM 50 J I- 4'x4' BILCO TYPE PCM SIDEWALK/ VAULT DOOR W o SIDEWALK/ VAULT DOOR RIM=4410' OR APPROVED EQUAL, (� c\, 24"0 CAST IRON II RIM=44.89' z o FINISHED GRADE ELEV = 47.43' FRAME & COVER, TYP. OR APPROVED EQUAL, D a 2 RIM=44.75' � n 8"0 VENT WITH INSECT SCREEN ? _ 3' _ o U Y FINISHED GRADE ELEV. = 45.4' t —� _ M � w FINISHED GRADE ELEV. = 44.9' -- -' _ __ —_ __. _ —_--FINISHED GRADE ELEV. = 44.7'--.._..._...._...__..._._._........_._.._._.__........._.___..........__..__.._.._.___._.._-.._...___.... ._.___..._ _. _.._ _ __ _...___.._..........-....._........................... _ ..__.__.___.__..._._ __._._ 45 O w ';12" 45 �` �� �� ��\� ll 2" QUICK DISCONNECT J 0 Q a `� FLANGED P.E. WALL PIPE 6 GATE VALVE m „ .FITTING FOR USE WITH m FLOW SPUTTER 8" PVC ODOR 5.0' �i 4' I.D. 2 STRI S OF 1" BUTYL ' STANDBY PUMP L . 4' I.D. ,WITH WALL COLLAR AND WITH HANDWHEEL MANHOLE TROL AIR DUCT 4' LD. �' R BBER SEALANT' MANHOLE, TYP. TAPPED FOR STUDS ' 6" PVC r+ ~ O W<.I _� SEPFUTANKMANHOLE TYP. ] - - - -� (TYPIC L ALL JOINTS) : 6"x 90, J z [CON - - - - - - - - - - - - - - - - - - _ _ EFL ENT _ _ J dj ELBOW FORCE MAIN, I;d 8° SDR 26 PVC FORCE MIN I;r° 1 - '- - - - - - - - ~- - - - -' - - - - - - - - - - - - J, --� � MANHOLE 11 8„I : AL BEDS _ I.a � PVC CONDUI T T I 5 LF TO DISPOS �i 0 > o v 8" PVC, 13 LF, S= 0.05 r� <`.`' ': :•: '. ; ` ^; : �, .: . 6" PVC, 10.5 LF, I 6" PVC, 45 LF, TO CONTROL PANEL Q W 40 —— — S=0.006 S=0.005 40 40 •6" BUILDING SEWER ".—'�,J ILL W d. I Q SERVICE, INV IN=41.2' INV OUT TO LAG/ALARM, EL=37.38' LAlll, `� W �- Z o IN V lN- 24" 24" 24" 1ST PUMP ON, EL=36.88' 6" CHECK 6'0 VALVE VAULT � W 38.73(N) 36" `I IAA = 38.61(N)/38.73(S) EQUALIZATION INV x.� VALVE ^ „ Q U INV OUT = 39.13'(SW) TANK PUMP =37.8 38.80(S) j �.:I I�, INV OUT r' BASE EL=38.79' 6 U INV OUT = 39.13 SE 1 ZABEL A-600 STATION C) Z ( ) 9'-3" INV IN 38.48' J STAINLESS STEEL w w INV IN = 39.48' 2-16,000 GALLON I EFFLUENT PIPE i II EFFLUENT LIFTING CHAIN 6"x6"x4" WYE TO 45' BEND ®`{ I = 38.59(N)/38.63'(S) L VALVE A 7.0' SEPTIC TANKS FILTER, TYP. PUMP STATION 2" SS 4" DRAIN LINE WITH TO 2 BAL ND 2 ¢ w Y - QUICK DISCONNECT FITTING o 8' 9 1 2" Q o VE_ON/ `�' _._....__.....__IIDE_..FIEX.�[AL. a. _______.__.._.___._......._................______...___.___..._.._..._....:� __._____._____._-.._____._ _.._.__._ __........_..............._.__.___.._:... _.._._..........................._._._.................._........_........................__.._._.........__....._........___..._....................................__.._.____.._.__._._._..........._._______......___.___.__.._...__......_._._______.__..__.-_...__........._______._.__.._ _ _- _._____ _ _.....__.__...... __.. ...._...__ .._. . .__. 35 -......_......._._._.___._.........__...__.------___..................._:........._.._..._.._...._._...................__............._.._._.._._._-___..__....__.._._._..._._.....______.._.-_._..____-_____._._.._._.,,_-,._.,_____.__.I_.�___._........__._._._�_.___.___._............._...____.___..__.._..............._...._._..__......._._.....__.._......._.__. � .� f_. 35 35 � " „ GUIDE RAILS 35 L.a I 4 x10 STRUCTURAL -- DRAIN PIPE STRUT, TYP 6"x4" INCREASING z TANK BOTTOM ELEV FULL DEPTH `: I I + 24" MIN ,`I PUMP OFF, EL=32.38' 90' ELBOW O INTERNAL BAFFLE I COMPA TED GRAVEL , - 3L61'(N)/31.73'(S) SUBMERSIBLE a ,•� TANK BOTTOM ELEV 30 88' PUMPS 8" 6" < da " V) 30 30 6 30 LU � Q 30 6" �- COMPACTED 3/4" CRUSHED STONE. J 2 U>� O 12" MIN V CL > w J LL Z rn 0 I— ___.._..__ -_......_..----_ _.._..__.__.____ _.__.__.___ � DW0Z __.___....�._�_...._..._._�_•._,....._____...._.______.._...._.................._....,._..._..___._.__._,...._....._..___.___.._._...___..._._...............,...._.__.____.._._.._..__..__.._......,....,__.._____._.__,_,__..___...,..___._.___. .._....__.___..._..__._ ____._.._-._._...__._-___________�....�...__.....� __-_.__.....�. _�.-._._.�_d.. __.._.__._------__.______._...___..-__�.___.__.__.._____..............___.___________..__.._........_____ .._.__._�____,__ 25 LLB ILL < ILL m ILL QQU � � SEPTIC TANK PROFILE EFFL UEN T PUMP S TA TION SCALE V 1/4�=1'-0" PROFILE �� _� SCALE.' V.• 1/4"=1'-0" IS r-PAIRDE- T� W^ P 'Cr` � G.YP'{.'k' /�'0 =E(D SHEET: TF-3 I TT[1 1 �►�L T I I l I� I�� h � � I. .__._11. _ _ - -- .__ _ -- - _ I W_� I VI L_ I _ 11 I I I I I 8 PVC FLOW 8" DI KNIFE ONLY DRAIN LINE. NO THROUGH HEADER GATE VALVE zo OVERFLOW PIPE BETWEEN FORCE MAIN FROM OFF-SITE THESE TWO STRUCTURES. 8.0' 8.0' 8.0' 8.0' z 6" PVC ODOR CONTROL AIR DUCT w o o cn o o w 7.0 7.0 7.0' 7 0' FROM EQUALIZATION TANKS a a a Z J Z Z Z Z O WASTEWATER FLOW SOURCES ,�_i 3" FORCE MAIN INFLUENT FROM ' 17.0' LOWER DRAIN EQUALIZATION PUMP STATION zo " =j J J PIPE NOT SHOWN � - - � � � � � � � 16.0' FOR CLARITY ® 8" PVC TO m ¢ ¢ a a a kw' MB w = = c� www � F� � wa � � z 6' 0 FLOW 0.5' .... . q g:.... . .. .<:. " ENT w w 3 3 w w w 9 3 o w 0 EQUALIZATION y �! ,. e w w �G PUMP STATION _ _ ` IN TREATM ,f SF ,., c . _3 :_tea BUILDING U J J c1fo o o w F o 0 0 0 0 - o _ ( DIFFUSERS o u C) c� `` `` _ a w w w o ANTI-FLOATATION .. I I - ,_ :. z z z o w o 0 o z z Y o RIN s� I "" _ �I 6" PERFORATED PVC cn cn cn ¢ Z c� c� c� ¢ c� .' a o o � p p z `. `� 2 TURBO- c;:� -� ''�- ODOR CONTROL ¢ Qwawwz < vz-ivz-ivz-iwwc FnIo 77. HEADER, SUPPORT � rw- �' z � zzN -� � Liw v � � MIXER o 3 3 ;2 w u- 0 _ c M w ckf � cn cn �. I ( � HEADER ABOVE o <n cn ¢ o 0 o z z0 in gq:I 4' I.D. I I ..""'.' PVC �' ¢ ¢ J J J w Z 0 0 n .J J w M SEPTIC TANK 6" PVC R WATER LEVEL c� 33 Zcnww � � ¢ ¢ ¢ aww ¢ cn >. " t- I I FLOW EQUALIZATION I I q DIFFUSERS -.__ '" _,.,,,..__ ... CONTROL A R EFFLUENT FLOW EQUALIZATION. � I - :: 10.0' 6" PVC ODOR � DUCT TYP. G MANHOLE :i I TANK #4 x I I TANK #3 INTERNAL 6 PVC CONTROL Al.. STRUCTURAL ��� ! DUCT TO 4,000GALLON 00000 ^ 000o0000000 "'�° SEPTIC TANKS STRUT-- , „ __ .� POST-ANOXIC TANK o 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 O - --- --- ---------. N N N N CV C" N N N N N N N N N . N IQ Z Q.2 N O CO O N N N N O N M N d' CO I, I, 00 N d- t co N M M ifJ -ANOXIC TANK "" -50 a `'""" ""` � C"� �" C'c"" = 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4,000 6" PVC FROM ODOR , r. : , . 17.0' K� AERO I TANK UBMERSIBLE MIXER 16 0 PRE 0 � o .. CONTROL DRAIN m > > " e= ?. x. .. ^AEROmTA AA^ ON SLIDE RAIL _ m y' _ _._ " • a. MANHOLE INV=38.68' om a _.ww- __ ; w O IN) �IaI�I�Ir`Ioo rnIoI�INI� � o x _ Z n n ..... ." . . ..' . < : PVC ODOR c - 6" PERFORATED CONTROL HEADER, SUPPORT nZ ` - �o HEADER TO TOP OF TANK EA ) I c : � G C •� �� .� 6" PVC ODOR 6" PVC ODOR CONTROL p„ y1 CONTROL AIR DUCT I I I I AIR DUCT TO POST Q `o I I 6" PVC I I ANOXIC TANK TO FLOW O° a' '� N ^o FLOW TANK EQUALIZATION SPUTTER MANHOLE ® 6�1 Z FLOW EQUALIZATION r o O O O C y I # I I TANK #2 O 71 3" FORCE MAIN V Q, >` U o LOWER DRAIN PIPE NOT FROM MEMBRANE TANK ..� p� 06 4" PROCESS AIR ~ ` SHOWN FOR CLARITY I I I 3" PLUG VALVE, TYP. d N u I I I 8° DI KNIFE FROM TREATMENT 3 Q m�0 u_ \_3" FORCE MAIN GATE VALVE BUILDING AERATION '-Z �S 0. ~N II I 8" PVC FLOW RECIRCULATION THROUGH HEADER PUMPS BLOWERS C W 8" o� DI KNIFE C cs ^' GATE VALV 8 PVC FLOW F_ .. : ." " . E G V THROUGH HEADER NA w ` Z �7 - LOWER DRAIN Z 'C j H PIPE NOT SHOWN ANOXIC AND AEROBIC TANKS � ,= Z FOR CLARITY PLAN SCALE' 1/4"=1'-0" v N FLOW EQUALIZATION SYSTEM PLAN o 0 0 SCALE' 114"=1'-0" O m 50 4'x4' BILCO TYPE PCM 4,000 GALLON 6,500 GALLON 6,500 GALLON 4,000 GALLON c� N N NGED P:E:'WGV/�LL-P SIDEWALK/ VAULT DOOR PRE-ANOXIC TANK AEROBIC TANK AEROBIC TANK POST-ANOXIC TANKx 2- NTH WALL COLLAR AND OR APPROVED EQUAL, TYP. �� �LL TAPPED FOR STUDS C48) w 6" PVC ODOR CONTROL 6" PVC ODOR CONTROL AIR DUCT 3'x3' BILCO TYPE PCM AIR DUCT TO POST FROM EQUALIZATION TANKS SIDEWALK VAULT DOOR 8"0 VENT WITH INSECT SCREEN - ANOXIC TANK I � 6" PVC ODOR II OR APPROVED EQUAL 0.67' y-� 3� FINISHED GRADE ELEV. 45.4' FINISHED GRADE ELEV. - 45.4' FINISHED GRADE ELEV. = 45.4 CONTROL AIR �J 45 ..........._.._..._.____ FINISHED GRADE ELEV. = 44.88' < : <^a""; - DUCT, TYP. _, ...�_._..._.. _..._..,._.._.__... ".....__._...,_._..._._...... ._....___. _.__.... .._............_....._..... 4. .. . �a -._. _._...... _ FINISHED GRADE ELEV. = 46.0' 6> 0 ,. FLOW :. q. 6" PVC ODOR CONTROL AIR f_ 0 » 0 O 4 83' 4' LD. -- --- _ - --- SEPTIC TANK EQUALIZATION x - - - - - - " .. :: DUCT TO SEPTIC TANKS q. ELEV. 4 PUMP STATION EFFLUENT 6" PVC ODOR � - q" _ -� AIR_ -" �-' AIR •, ��.. �.. TURBO ' .; ^SUPPLY:` .°: Ts FROM MANHOLE I. : CONTROL AIR DUCT A. MIXER 6.0' _ a` ;" : ,SUPPLY : , :..,q 6.0' ELEV.=43.0' SEPTIC TANKS 6 PVC, "I -_ DROP DROP._____ >* I.. 3" 3" FORCE MAIN FROM 4T t` PIPE 6" PVC 11.5 LF, G . FORCE MAIN TO f q PIPE 40 , _.! _ _. _ 8.06' FLOW S=0.005 -- TANK-ANOXIC--TAN . . ... __ EQUALIZATION PUMP :., " .+':.a::" ;'V Z u `. ':: °* ELEV TOP OF OVER PIPE IN MEMBRANE TANK k q STATION -- �< -- .� Ar " :.q° -. & WATER ELEV. ANOXIC 6: AEROBIC TANKS _t INV IN ;" �-� .. _ .-..-.__. q � 3 FORCE MAIN •-, = INV IN A ----'�T- _._ ..� -.. _ __ �-q - ----- 38.59%38.63' IN OUT �." - TANK 3 FROM AEROBIC TANK s. . #, ": ,, 38.48' =38.42' g #2) 3.6' \_8" PVC TO , (FROMRECIRCULATION PUMPS 9 0� 3•g'- 9.0' - INV. IN=41.75 5.04' MEMBRANE TANK IN INV IN=38.16' L5.04' 0.6T HWL, ALARM, LAG PUMP ON, EL=38.42' -- 6.5 ---- - 0.6T TREATMENT BUILDING DRAIN LINE 5.75' 0.5' 35 6" PVC, _ • ` 0.5' .+ 0 67 _ I 8.0 LF SUM P , LEAD PUMP ON, EL-37.37 I PUMPS t : S=0.005 _ i 1.0' 0.5' LWL PUMP OFF, EL=31.37' .." J U� INV IN, TANK #1 FLOW EQUALIZATION 1•0,. . FLOW EQUALIZATION J f~-- 0.5' ANTI-FLOTATION RING -�� AND#4=32.37' INV OUT TANK #4 TANK #3 PIPE DESCRIPTION PIPE MATERIAL (' w 32.41' - ANOXIC AND AEROBIC TANKS PROCESS AIR SCHEDULE 40 CAST STEEL z o 0 PROFILE ODOR CONTROL SOLVENT WELD PVC SCH 80 I L 8" PROCESS PVC SDR 35 = V o TTOM TIDE FLEX VALVE 0 � Q U o ELEV = 30.3T ON DRAIN PIPE SCALE.' 1�4"=1 0" 3" FORCE MAIN SCHEDULE 80 PVC O� W co FLOW EQUALIZATION TANVJ AND 4 = x a J w PROFILE a LL SCALE' 1/4"=1'-0" 25 < 0 W 2 _j z a J a w 50 0 w U ILL w ANGER"""P:F'WALC P1P 50 Z h WITH WALL COLLAR AND Q ' TAPPED FOR STUDS 4" PVC ODOR CONTROL O w N a 3 x3' BILCO TYPE PCM AIR DUCT TO POST (� 8"0 VENT WITH INSECT SCREEN o z SIDEWALK/ VAULT DOOR ANOXIC TANK W U OR APPROVED EQUAL w ¢ w II 3' o w FINISHED GRADE ELEV. - 44 88' - FINISHED GRADE ELEV 45 9' FINISHED GRADE ELEV 45 9' FINISHED GRADE ELEV 45 9' 45 GENERAL NOTES: FLOW EQUALIZATION PUM P MP SYSTEM NOTES. z 4' I.D. FLOW - 1) ALL PRECAST CONCRETE TANK CONCRETE TO BE 5,000 PSI STRENGTH @28 DAYS, 1. DUPLEX SUBMERSIBLE WASTEWATER PUMP SYSTEM MOUNTED _ SEPTIC TANK EQUALIZATION - - - ,: O 6° PVC ODOR a <. L� AASHTO HS20-44 LOADING. STEEL REINFORCEMENT TO BE ASTM A-615, GRADE 60. ON STAINLESS STEEL SLIDE RAIL SYSTEM AS PROVIDED BY FROM I EFFLUENT I PUMP STATION - 1 CONTROL SEPTIC TANKS MANHOLE LAIR DUCT GE ZENON. (n 6" PVC, *^I 1 2 ALL TANK CONSTRUCTION JOINTS TO BE SEAL Q 6 PVC, 13 LF, /� -;� ) SEALED WITH BUTYL RUBBER. (n Y �: 11.5 LF, - 3" FORCE MAIN TO 2. PUMP SPECIFICATIONS: w ~ Z Q 40 S=0.005 S=0.005 RE-ANOXIC TA q 40 3) ALL PIPING SHALL BE SECURELY FASTENED TO PREVENT INADVERTENT SEPARATION - Q O a: ` _" `' DURING USE OR PUMPING OF TANKS. TYPE: NON CLOG 2" SOLIDS PASSING 0 w 0 INV IN • SPEED: 1550 rpm U J W INV OUT INV IN OVERFLOW PIPE --------�------- _ 4) TANKS ARE TO BE BY OLDCASTLE PRECAST OR EQUIVALENT. CAPACITY: 30 GPM () - H =38.59%38.63' e " TANK #2 - ------ 0 m O =38.48' =38•42' I'.. 6 PVC, 8.0 LF, - # # ) • TOTAL HEAD: 29 FEET m l 5) EACH EQUALIZATION TANK SHALL PROVIDE A MINIMUM VOLUME OF 6,250 GALLONS MOTOR: Y HP, 115 V, 1 0 LL 0 Q INV OUT S=0.005 (TO TANK 3 . -�--- - --- - INV OUT=38.16' AT A DEPTH OF 5.75 FEET. THE PUMP STATION MANHOLE SHALL PROVIDE A MINIMUM Q 38.20' mm INV IN VOLUME OF 1,650 GALLONS UP TO THE OVERFLOW ELEVATION. WHEN THE PUMP 3. CONTROLS: w Y w � HWL, ALARM, LAG PUMP ON, EL=38.42 6.5 w =38.16° 5.75' STATION REACHES ITS CAPACITY OF 1,650 GALLONS, IT WILL OVERFLOW INTO FLOW w Q � Z EQUALIZATION TANKS 1 AND 2. WHEN A COMBINED VOLUME OF 14,150 GALLONS IS CONTROLED BY PROCESS CONTROLLER PROVIDED BY F-- Q Z Q 35 __ _..____ __ _ DRAIN LINE ____. • - 35 # # U LEAD PUMP ON, EL=37.3T I � - SUMP 6" PVC, 8.0 LF, EXCEEDED, TANK #2 OVERFLOWS INTO TANKS #3 AND #4. GE/ZENON. Q _ _ - q _ > Z > Q �. LLF_ PUMPS S=0.005 - __ - �. __ - - �_ - _._... ____ -- _ w 0 i 1.0' q 0 LWL PUMP OFF, EL=31.37 °•j Li FLOW EQUAUZATION FLOW EQUALIZATION PUMP CONTROL LOGIC: u j Q X U � 0.5' ANTI-FLOTATION RING --►I I INV IN, TANK #1 FLOW EQUALIZATION INV OUT TANK #1 TANK 2 Q N 0 0 O AND#4=32.3T -32 41' # 1) LOW WATER LEVEL (LWL) WILL TURN OFF BOTH PUMPS.30 , J Z U 30 2) THE LEAD PUMP WILL BE TURNED ON AT A DEPTH OF 6 FEET IN THE WET WELL BOTTOM TIDE FLEX VALVE 3) THE LAG PUMP WILL BE TURNED ON WHEN THE OVERFLOW PIPE ELEVATION w 0 BETWEEN TANKS #2 AND #3 IS REACHED. I TASS i j_j #" n z � � , , -I w ELEV = 30.37' ON DRAIN PIPE T: PAF)Wit) FAA FLOW EQUALIZATION TANK#I AND 2 --� , . e l �� TIr�� R�; m PROFILE p '�G�r I SHEET: 25 _ SCALE. 1 4"=1'-0" �.M,,..r� �...i 1 � 25 TF-4 II r _ I 1 P _ T _ _ T 'FT_- _ _ I � I, � I I I - _ I I I I I I I I I I I�IL II T I ll I 11 III 11.1 I I �T II 1� I _I I I I II I I I L I�I I I � I ►I I II � �I r I I�� II�I,l�f1P�111 I�11���i TI I I� ���i ��I I � 1 I I� � I 1 III T �T I I >T�� I�II I I I II�I�I T ,�-��� � ,���� � �¶��, J T, f � f � I ro � � rr n r I --r -ir r � -, ,� �„_, .L l_ I_.. IiL 1_ ! 1 ._L I_ .I. L._ _ I I A II-' jiL__ __. ___._ _ .._ _. _i_ Z O ~ N Q Z U J Z Z Z Z CD O O N O O N H Z Q Z U U LJ 32' � ww F- o- aa o- a � O J J J J Cal Q Q Q Q w wd d d a w Z z W ¢ Z O BACKUP TRANSFER SWITCH PANELN �, �, I� w <n u- L- N BLOWER DISCHARGE oQQ �„ �„ �„ � -; cl- 0- , zw0 '-°" U � O O N O D U O O d U P- LIGHTING PIPE TO BIOFILTER 2 TON HOIST SYSTEM w z o z z o o o z z Y o 0 PANEL STORAGE CABINET AIR DUCT FROM MEMBRANE BLOWERS AND 'I' BEAM o ,� O o a z o O z of ELECTRICAL SERVICE 480V FOR PPE, FIRST AID SEPTIC TANKS FW AERATION BLOWERS ¢ ¢ w ¢ w w z N Zn w w N AND OTHER SAFETY z w w � - � � U) ui z ui O f- F- Z g Z Z N --r rY � Z z U � w EQUIPMENT �' �— o33aNaaw � ¢ a -iaa_ ¢ N Q Q J m J J W Z J J W' ' N r- r- r- r- r- r- r- wwmc) oo00 ELECTRICAL SERVICE TO o 0 0 0 0 C) o 0 0 0 0 EFFLUENTCAL SERVICE TAl10N, MCC I - I o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N N N N N � cD N N N C) N N N N N ODOR 4" PROCESS AIR TO I. Z Qa � � u, � ,� � � N �r � N � � d �n 208V AEROBIC TANKS wM � � ornCD � o � � � r) o � D O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 X2.5 CONTROL —� � ELECTRICAL CHAIR DESK BLOWER _ U) 4" AIR PIPE ROOM DIP TANK SUMP PUMP EXTEND TO MEMBRANE 2" ALUMINUM STANDCHION 2'-10" MIN. > DISCHARGE TO BUILDING AERATION HEADER WITH HOOKS, TAP. AND TWO II II LLI O SEWER �mm�mm T BEAM & TIERS OF SAFETY CHAIN �� II 2 TON HOIST Z - - - � II II a, a II a' ct 3'x5' VISION � C FIRE EXTINGUISHER PANEL UV UNIT, TYP. \ _ T 1Q" .. " 5'_0" / 1 INSTALL REMOVABLE RUBBER MAT OVER o /B.PULSE SKID - FIBERGLASS REINFORCED GRATE, OR A o CONTROL PANEL -, A - DIAMOND PLATE PANELS TO C a uj �� 0-6 PRE-CAST DIP TANK PRE-CAST MEMBRANE TANK MINIMIZE CORROSIVE HUMIDITY •� �. m N w �j 24 v6 NTO BUILDINESCAPING G E VIRONMENTM MEMBRANE TANKS v Z o o II _.�: ' P" • �� -~ 6" PVC ODOR CONTROL AIR V d � >. U o o�� PERMEATE PUMP _ - DUCT TO POST ANOXIC TANK 0'-8" H1 DISCHARGE RISER 06 3' FORCE MAIN CONCRETE CONCRETE N`" .._. 1 ,a U w , Ov _ TO AEROBIC FROST WALL p�_8" FROST WALL �►j N °� Q m�o u. TANKS FLOOR DRAIN (TYP) I V _. .._, z o� Co. N DISCHARGE TO - - p� 4" BUILDING SEWER I _ w d _ DRAINAGE BELOW _FILTRATION FLOOR SLAB u] .. _...._ ..... _ v MEMBRANE Z rn _.._.CASSETTE 11'-6" „ 1'-4" �7 p ' Z EMERGENCY • TO FILTER " I. 11 -8 _.. EYEWASH !�- CHAMBERS I I FILTRATION MEMBRANES Z TO TO - GRATE COVER OVER PRE-CASTPUMP---"., lV 5'X5' f �-- � FILTRATION 1/2 HP. SUBMERSIBLE � J -ANOXIC AEROBIC MEMBRANE TANK AND DIP TANK. RESTROOM • I MEMBRANE I FOR DEWATERING DIP TANKcn U -UTILITY TANK TANK CASSETTE COVER GRATED COVER WITH HEAVY DISCHARGE TO BUILDING SEWER w m ® .,T_. DULY RUBBER MATTING FOR o 5' SINK a. 5 o 0 0 ® _ MOISTURE CONTAINMENT o „ • °0 I° °0 8° _I O o i ZClu << _ '� N N g eco: .. N�/ LL 5 MICRO-C NaOH NaC10 CITRIC DOSING DOSING DOSING DOSING I I 7'-10" CHEMICAL FEED SYSTEM: 8" PVC INFLUENT FROM 5'-0" 11'-6" POST-ANOXIC TANK 4" BUILDING SEWER I�I CONTAINMENT PALLET FOR I I TOP OF OVERFLOW PIPE TO SEPTIC TANK �I I DRUMS SIZED TO CONTAIN 125% L-(> ELEV.=44.83' SECTION B—B (BELOW FLOOR SLAB) LLLddd OF TOTAL CHEMICAL STORAGE SCALE: " = 1'-0" VOLUME 4" PROCE SS EFFLUENT 3' WIDE PERSONNEL DOOR 1 LINE TO EFFLUENT PUMP STATION (BELOW FLOOR WASTEWATER TREATMENT FACILITY BUILDING NOTES: CHEMICAL DOSING LINE SIZE AND DISCHARGE LOCATION: SLAB) 1) THE BUILDING SHALL BE CONSTRUCTED OF MOISTURE PROOF MATERIALS. "" CHEMICAL PIPE SIZE DISCHARGE LOCATION � 2) ALL ELECTRICAL FIXTURES SHALL BE OF NON-CORROSIVE AND MOISTURE PROOF MICRO-C J" SCHEDULE 80 PVC PRE-ANOXIC TANKS WASTEWATER TREATMENT FACILITIES BUILDING PLAN coNsrRucTloN. NaOH J" SCHEDULE 80 PVC AEROBIC TANK Z NaC10 " SCHEDULE 80 PVC DIP TANK C� SCALE: J" = 1'-0" 3) THE BUILDING AND ALL ELECTRICAL SYSTEMS SHALL BE PROPERLY GROUNDED Z FOR LIGHTNING PROTECTION. CITRIC ACID J" SCHEDULE 80 PVC DIP TANK 4) THE VENTILATION SYSTEM SHALL BE SIZED FOR 12 AIR CHANGES PER HOUR. ?, 00 5) THE BUILDING VENTILATION SYSTEM SHALL BE SEPARATE FROM THE ODOR CONTROL SYSTEM. 2 TON HOIST SYSTEM AND 'I' BEAM 6) ALL EXTERIOR DOORS SHALL BE PROVIDED WITH PANIC HARDWARE AND SHALL OPEN OUTWARD. 7) A BACKFLOW PREVENTER SHALL BE INSTALLED ON THE POTABLE WATER J 32.0' SERVICE AND SHALL MEET THE REQUIREMENTS OF 310 CMR 22.00. J a 8) HOIST TO BE GEARED LITTLE MULE MODEL LMHA-4000, RATED FOR 2-TONS OR C7 W 04 E APPROVED EQUAL. HOIST TROLLEY TO BE COFFING MODEL CTA-40P (G) OR Z o APPROVED EQUAL. ) LL o 0 Lo 2 uJ X 0 a a cD OVERHEAD m m < DOOR ELECTRICAL ROOM DOOR PERMEATE 3'x5' VISION B.PULSE SKID I I I I <1 0 L11 a- CONTROL PANEL CONTROL PANEL - J z II II v II II II II II II 12'-10" MIN. 0 II II II II II II LL Lu f I I I I I I I I I I 6"X6" WELDED WIRE 0 5 ~ MESH IN FLOOR SLAB w F- Z N o I I II I I MEMBRANE SUPPORT BEAMS -� U-8"' �- V = II II II II II II •® Q (� 1/2' DIA SS ANCHOR BOLTS •• g ;- � o >,: 6" PVC ODOR CONTROL AIR • a w 6 0 1'-8" DUCT TO POST ANOXIC TANK 0. o 0 0'-8" 6" CONCRETE FLOOR SLAB 2" CLR, CONCRETE 6"X6" WWM REINFORCEMENT 8" PVC IN FROM TYP. VERTICAL REINFORCEMENT FROST WALL POST-ANOXIC TANK o #4 BAR @ 12" O.C. TOP OF OVERFLOW PIPE -' ELEV.=43.0' 0'-8" w Q 6" PERIMETER DRAIN HORIZONTAL REINFORCEMENT 1'-4" WITH FILTER FABRIC 10'-0" #4 BAR 12" O.C. J � OQ FOUNDATION WALL WRAP AND BEDDED IN AND FOOTER PRE-CAST MEMBRANE TANK 8" OF 3/4" CRUSHED #4 BAR ® 12" O.C. Z J (SEE DETAIL S1) 0'-6" 0'-6" STONE, TYP. •'4 U < 0 m 11'-8" 4 EA. 4 BAR LL Q F- FILTRATION MEMBRANE CASSETTE ° CONT BOT W O Z W d;a00 N A. I r 3" CLR, TYP. > >" D m MNW LL FL U o'_s, FOUNDATION WALL DETAIL 51 Q p SECTION A—A 7-1°" SCALE: J"=1' �' L �Yti: � ( U SCALE: " = 1'-0" r �, ... ,J r I SHEET: TF-5 I T I I i t � I T I. P l 1 ll I l I I 2 —6,500 GALLON O 8" PVC ODOR CONTROL AIR DUCT ` 00 AEROBIC TANKS �o ` - a a 411 / 10 X 18 ODOR 20 47 CONTROL BIOFILTER \ Qcn s BIOFILTER ODOR CONTROL o o N °- __ _ o ` - DRAIN MANHOLE Z 46 ------____8•�_ ____ — "`' `� - �`. 8" PVC ODOR CONTROL AIR DUCT z z z - - - - ✓ ~ '` BIOFILTER CRIBING o o_ o_ FROM ODOR CONTROL BLOWER SHALL BE CONCRETE c" "' c" 0 DISCHARGE IN WWTF BUILDING w w w � � I EQUAL UMBER, OR z z z Li (1)-4,000 GALLON POST-ANOXIC TAB 8"X6" REDUCER a a a (1)-4,000 GALLON ..� � I I i l I I `''-•-. `-�.... `�..,, `^,. POST-ANOXIC TANK N N N CV _ ' I I 6"X6"X6" TEE 6"X6"X4" TEE, TYP. N N o N N � e 24�x32' TREATMENT BUILDING I I I I I } \ '~ ` FF ELEV=46.50' I ` o 0 0 0 MEDIA SURFACE � • / ,� - t Lni Lo i I AREA = 180 SQ. FT. �• ` AREA FOR FUTURE 9�M �- "..... I i SEPTIC TANK I LI _ EX. 16,000 GALV. 12 A r� r o,� I -- FL�W SPUTTER ,�' -------- �` L— — ——— 8'DOOR- O M NHOLE _ I DRAIN PIPE N °t� 3 Q o~LL f� ' EX. 16,000 GAL TO BE CAPPED Z o o i - N P9 � � '. ----- I L-----� PUMP - / �� 6 PERFORATED C. ,' / I SEPTIC TANK � + � � � PVC DRAIN PIPE OC � (4)-6, 50 GALLON STATION S S I f 1 I I Lo Lo Cap r u 2 FLOW EQUALIZATION TANKS r' , I I O I I Z •� C +; I 10 d Z _ / 8-4" PERFORATED PVC 18' PIPE LATERALS, L=8', V V W . , ;', ,�`, ' • � / ,' -A PERFORATIONS ORIFICES / U ✓„ �� p 4 X4 X4 TEE, TYP. " N ,x, , �" �� � � ® 4 ON CENTER % wo ACCESSDRIVE GRAVEL F co EX. 6'0 VALVE VAUL 4' DIAMETER j,'� -` • i • • • _ DRAIN MANHOLE RIM44.89 EX. 6,000 GAL EX FM \ J I O PUMP VA L T I o- - o— EX FM t 02 00 BIOFILTER PLAN: / I - -~ - _ ---- I r /� ✓ ,J SCALE : = 1'-0" J (n J SITE PLAN BIOFILTER AIR DUCT PLAN: BIOFILTER CRIBING �j o SHALL BE CONCRETE C� c� `� ch BLOCK, TIMBER, OR Z 1 SCALE : 1"=10' _ 2 4 DEPTH OF COMPOST/WOOD EQUAL o CHIP BIOFILTER MATERIAL. W = a` CD SEE GENERAL NOTE 4 U of ~ o LAP LINER UNDER L TOP BLOCK ' - J O Q of J a LL _ m m - FILTER FABRIC, O W _.. FINISH GRADE _J z --SEENOTE 2.__.. _ -47.0 � 0- J_ �. v Lu VON WWI ' w O O O O O O LL W U BIOFILTER CRIBING 4" PERFORATED w �- z o k SHALL BE CONCRETE PVC PIPE, ORIFICES �"� 1 . O W a BLOCK, UMBER OR SHALL FACE DOWN U Q U EQUAL W w c� IMPERMEABLE LINER a w 1" CRUSHED SEE NOTE 3 STONE, TYP. 6" SAND BEDDING, TYP. 4" PERFORATED PVC PIPE, TYP. 6" PERFORATED PVC DRAIN PIPE FINISH GRADE -FILTER FABRIC SECTION AA: W -qj _ LuSEE NOTE,,?, RIM ELEV SCALE : " = 1'-01, r _ w !It lift E4 BLOWER rr,,// F_ DISCHARGE :' ;`' :;:.:: W�/li '?&"" Q s —SLOPE � Q � � _ d ,.. ::..:' BEND .:..: .. ..... a g � J W � � Q -------------- WU Uz 1" cRSTorEiE GENERAL NOTES: Q p Q IMPERMEABLE LINER > m LLLL FL SEE NOTE 3 6" PVC PERFORATED 1) BLOWER TO BE NEW YORK BLOWER COMPANY, SIZE 18 FRP PRESSURE BLOWER, >W �_ DRAIN PIPE RATED FOR MINIMUM 525 CFM @ 19" STATIC PRESSURE INSTALLED WITH 2 SPEED 0 PROVIDE SLEEVE FOR PIPE 6" PVC 2 SUMP 6" PVC SOLID DRAIN PIPE MOTOR, OR APPROVED EQUAL. U � PENETRATION AND CLAMP TO DRAIN 6" PVC SOLID DRAIN PIPE:T PIPE TO PUMP STATION Q O PIPE TO PROVIDE AIR-11GHT SEAL. L=72', S=0.04 L=40', S=0.04 2) FILTER FABRIC TO BE MIRAFI HC DRAIN, OR APPROVED EQUAL. > U INV IN=43.16 a ,° INV IN=40.28 INV OUT=40.28 INV OUT=38.68 3) IMPERMEABLE LINER SHALL BE EPI BRAND, 20 MIL PVC FLEXIBLE GEOMEMBRANE, CRUSHED STONE 4' DIAMETER OR APPROVED EQUAL. LIj 6" MIN. DEPTH. DRAIN MANHOLE 4) BIOFILTER MEDIA COMPOSITION TO BE A 1:1 RATIO OF WOODS CHIPS TO COMPOST --I SECTION BB: W/ WATER TRAP MATERIAL. SCALE : = 1'-0" 5) ANY SURFACE WETTING OF THE BIOFILTER SHALL BE COMPLETED USING POTABLE WATER. SHEET: 6) BIOFILTER IS TO BE CONSTRUCTED WITH 10'X18' INSIDE DIMENSIONS. TF-6 Fl _ i ipll I ➢ I T � I u T I I 11J[� �1 I1�� ICI 1 Ill, l f I� I � � 1� � LL L.J_..1 IJ._W.L I _L.- 1 I_-,III 11:.LIlaILL�.._I._- J�.:11:__ - __1__. L.._.__ W ___ i.. _ _..._ __ _.... .:.. _,. II11.1. ... _ __._ 1 ____ IVL_-_ -ll 1_-_1J. Jal.._ _.. _.__ _.. _ _ __ _ _ _ _� 11� - - - -... L 11 Al-LI .�lllV_,L1111V�IItlllll. I Il...II. I II...._WWI �Wl I .�. . I _.. I I .......I_.. _I. ..I._ _LV1.yL.._. 1 L.t[. _III u 11. �VW l..l._L�..111V. ____:�. lll_L�..,V.._t1IL,L.IIWV._.�_ IIIL11 l _l:1 L..ia L 0 t 1 .. . L.. _ .... III. _t._� 1 .11 L.. �@...I... __ _.L.. _ L Imo._. .Hl.I__I .Will _.�__� ll. L. _.1 _._ .1.. 1 .__ __�__.. L_ _L_Il I ... ___.. ._...1._ �llll L L _ _ L 1�L .. z O ,Cotuit Meadows Electrical Loads Number Connected Active 1 1 0 Provider E ui ment of Units On Line HP P V Lo I q p HP � ,, u H oltage Phase CycleN , GE/ZENON i 0 z z Aeration Blowers 2 1 8.50 17.00 8 50 208 3 60 �_ q W_y w_ ] O Membrane Blowers 2 1 16.90 33 80 16 90 208 3 60 ._ ...., . W......ea:�_.... ,..� Z o E Permeate Pumps ' 2 2 0.75 . 1.50 1.50 208 3 € 60 ZD Q „.................._._._.., _..,__ __ __ _ __. _ ..._ _.. �_,,, ¢ m. _ _ __... ,,.._. 1 .. .,,._._ Lo I Backpulse Pumps 2 1 1 00 2 00 1 00 208 3 60 „ _.., �_.__.._. _._._.- .........., ,_.,_......._..____------_ _._..._�.._. __..._... ._.� _ Micro C Chem Metering Pump 1 _ ,,. 1._ _ 0.00 E ,0.00 120 1 60 ECitric Chem Metering Pump 1 1 0.00 ' 0.00 120 1 60 0 0 H droxode Chem Metering Pump 1 1 � 1 o 0 Y._...__ g. _p_...._.. 0 00 0 00 20 1 E 60 Hypochlorite Chem Metering Pump M W1 - 1 0.00 0.00 120 1 60 W _ H o N y�,_,, 0 00 120 1 i 60 Z Q M _n UV Modules 2 2 0.00 1 0 a 0 0 0 Recirculation Pump(Membrane Tank 2 1 1 2.41 ; 4.82 2.41 208 3 60 ) Recirculation Pump(Aerobic Tank) 2 1 ..., 2.15 1 4.30 1 2.15 1 208 ___._ 3 60� > Equalization Grinder Pump 2 1 3 35 i 6 70 3 35 208 3 �60 s W a..,,_._ p. _.,.,,.,,., I ,..,..__._ __._... .,,.,,.,.._ ._,_ O o Dip Tank Drain Pump 1 1 1.34 1.34 0.00 208 I 3 60 z _ Mixer(Post-Anoxic Tank) _ _1 .,„ ,. ...? 1_._. E 227.,.,.,.,.,,.1. 2 27. .,.,... E 2.27 208 3 60_F a, 0 �BaySide _ I Odor Control Blower 1 I 1 7.50 ; 7.50 F 7.50 208 3 C Effluent Pumps 2 1 1 20 00 40 00 20.00 208 3 60 i p' _._..,. _.____ _ _� ___._.__p _...,_ _______ Q I 1 • • 121.23 65.58 ++ w o Motor Loads i .� °' Q _ 0 0 d �Cl V - E a� o. .., ...y C, _ a.,, t a _o� Building loads Allowance 15 kW °� w p N N Heaters _ . .... o ?cl N Poo~".�[ Ventilation Fan i N] C d W _..... Lighting _.......... ............_ j .,_..,,,,,_ �,_. ....... t11 c, z ,� C ,L LIJ zd o Z C w 1 Z z V V 1 w STANDBY GENERATOR NOTES: in 1 1. STANDBY GENERATOR SHALL BE KOHLER POWER SYSTEMS MODEL 100REZG, O NATURAL GAS DRIVEN GENERATOR OR EQUAL. U m v C M M Z 'oYr€` 2. GENERATOR SHALL BE CAPABLE OF PROVIDING 120/208 VOLTS, 3 PHASE, 60 Hz, 5: c) 8 N N 4 WIRE POWER. W �' d 3. GENERATOR SHALL HAVE CAPACITY TO START ONE 20 HP EFFLUENT PUMP WITH UP TO 45 HP OF ACTIVE LOAD. 4. GENERATOR SHALL BE EXTERNALLY MOUNTED AND PROTECTED BY A WEATHER ENCLOSURE. ENCLOSURE SHALL HAVE INTERNAL MOUNTED SILENCER AND FLEXIBLE EXHAUST CONNECTOR. HOUSING SHALL BE LIFT BASE MOUNTED AND FULLY CORRISION-RESISTANT. DOORS SHALL BE HINGED AND REMOVABLE WITH LOCKABLE LATCHES. ENCLOSURE SHALL BE EQUIPPED WITH ACOUSTIC INSULATION MATERIAL. 5. PROCESS CONTROL LOGIC SHALL RESTRICT OPERATION OF MEMBRANE BLOWERS . TO ONLY ONE IN THE EVENT OF A POWER OUTAGE AND THE OPERATING OF THE GENERATOR. "[TS 6. ALL ELECTRICAL COMPONENTS SHALL BE CONNECTED TO A 10' GROUNDING ROD. 4 �3 U7 0 0 nix> I f U U) J F- J W 0 Z_ W o � ILCD C° o 0 U U o = d� Q W CO X U O W J Q Q a LL 0 LLI a CL J Z Y Cy 9 W U 0 W ti W F- Z CD a Q U W Z w CL o W 0 W m J Z D W V 0 m LaL. 06Q � F W 2 0 Z Q Q = Q m W0E- I � mo w, 0 0 I , ' � r , (n U I- U V f ` a A s��, r !> w 4..FAL '= U J W &ql P- W SHEET: TF-7 1 I I 1 I l � IT-1 IT f � II� 1 �>l�� 7 � �r� Il � I lf�I ��� II � l ��I1 I�l 1I 1 � T � � il � � f 1 1 T� �lI � �lI ��l T � � l�116 1T« �� � 1 I t Drawing Set for COTUIT MEADOWS , MA 0 GE Water & Process Techliolo 9 les ZENON MEMBRANE SOLUTIONS P P R 0 V • • r S P • �--� n �v; — PRE n a worimainatio � �a �� 9A'414,­!�' y- : 200451 roect um er 1 I I l i T � � �� I � I � a I � 1 _ � 1 1 Ill III IITV11,. 111I I _J 11 11 11� I � 1 11_ 1 � I 1� � l I I — 1_ � II�I I 8 7 6 4 3 2 1 FROM P-3600 A/B -----------------------� , DOMESTIC WASTEWATER , FROM SEPTIC TANK-1 , II -- -��. AVERAGE FLOW: 34,800 GPD 24 GPM INFLUENT TO D DOMESTIC WASTEWATER FROM SEPTIC TANK-2 �' PEAK HOUR FLOW: 59,000 GPD 45 GPM PRE—ANOXIC TANK '� _ _ 3 (75mm), SCH_80, PVC ( ) ---------------i I--------------------------------- - - - - - - - — ------------------------------------------------------------------------------------------------------------------ /� 200451 -D-003 I— 7 j 2"(50mm)x3"(75mm) 1 2"(50mm)x3"(75mm) e SEPTIC TANK EFFLUENT MANHOLE i I 1 , ! I e HV-7680A HV-7680B 2"(50mm) 2"(50mm) i 4"(100mm) 4 '(100mm) e PI 2„x1 „ e i 2»x1 „ PI , 7640A 7640B HV-7640A HV-7640B 1 "(25mm) , ! ! 1 "(25mm) ; N.C. LSHH o LAHH D1 i 7601 7601 C I CV-7685A CV-7685B N.C. 7602 DI 0 7 02 2 (50mm) 2 (50mm) LSL o LAL 0 N.O. DI 7603 7603 I i i I I 4--------- -- -- -- -- -- 4--------- -- -- -- — --- -- —' e , ---- ------- ------------------ ------------------------a--------- — ---------; I I I j TANK �4 TANK #3 j I 00 00 i _ _ u I Cn ------- ---I i-------------------- F i E , � , e e e e e e e ----------------- ------- LI o � I > ' B N ! N ! e B KQI YA ' 0 e 00 , , i i I ui e e v) e o e l ------------ 4-------------------- ------- OVERFLOW e e e I r- L- - o -I- - - - - - - - ! 1 '/4'(32mm) 1 1 '/4'(32mm) Q z e I-,-I =D o rk, I e TEMPERATURE LEAK ' I I I ! I I I ! TY LY I I P-7600-A/B I TANK #1 i --------- --------- I EQUILIZATION SYSTEM SUBMERSIBLE PUMPS - - J ! 25 GPM @ 35 FT TDH I --------- L - - - - - - T - - - 1 i i 1 .6 Kw - 3420 RPM i 1 I 208 V/ 3 PH/ 60 Hz 6"(150mm), SCH.80, PVC � I II I DUTY " �---------------------� �------------------- j I I M e e e e ----------------------------------------------------------------------------- ----------------------------------------- -----------------------------------------� TSH LSH I EQUALIZATION PUMP STATION (BY OTHERS) EQUALIZATION TANK R+ i 1 ,2,3,4 A (BY OTHERS) NOTE: A 6 �e t 6 fa d TBuC�e i P-XXX �:, r 1 . ALL DOTTED LINES/EQUIPMENT TYPICAL DETAIL FOR SUBMERSIBLE PUMP BY OTHERS ------------- al REV DESCRIPTION ECO DWN APVD DATE CHKD DRAWN BY DATE �� CLIENT/JOB DWG DESCRIPTION SIZE DRAWING NO. REV DECIMALS ANGLES P TOLERANCES UNLESS NOTED K.V.M. 20A r10 / r .XX t .015 f'S` CHECKED BY DATE COTUIT MEADOWS MA PIPING & INSTRUMENTATION DIAGRAM C.R. 20Apr10 Water & Process Technologies � D 200451 D — 0 01 2 .XXX t .010 GLOBAL HEADQUARTERS : TREVOSE, PA USA +11-215-355-3300 WWW.GEWATER.COM WASTE WATER — PRETREATMENT 2 ISSUED FOR CONSTRUCTION X.C. S.A. 23JUN10 C.R. FRACAPPROVED BY DATE THIS DRAWING, THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANY AND ITS AFFILIATES PROJECT 1/8 S.A. 20Apr10 AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT PRIOR 200451 1 REVISED AS NOTED G.R.K. S.A. 15Jun10 G.R. f 1/8 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE PURPOSES EXPRESSLY AUTHORIZED BY APPROVED BY DATE GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH ITS OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE MATERIAL/BOM NO. SCALE N.T.S. SHEET 1 OF 1 PURPOSE. NEITHER THIS DRAWING, NOR ANY PORTION THEREOF, SHALL BE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF 200451 D001 .DGN 0 ISSUED AS A CONTROLLED DOCUMENT JSP S.A. 04May10 C.R. SAID COMPANY AND ANY SUCH REPRODUCTION SHALL BEAR THIS NOTICE. 8 7 F— 1 6 5 4 3 2 P/N 1161662—RGPOI P&ID - l II I��. III II � � l�1 11 11 7 T i 1 � mp I I p l ¶ T I1 ¶ m 1I 1,9 ��i_ If .E.- �i 11C 1IIII1 1,11[i.II3[i I; III]III if ➢.T. r 11r -. I _I 1111. 1 -AL.- 1LUE1 1.l I LlL. i - --- _ 8 7 6 5 4 3 2 1 �► F-°- FROM PROCESS CONTROLLER DO DI AO ° YA KQI 8700A 8700A FAL l L CD ° I z z oI : z w CD � ( DI 0:� (-) 0-� S.P.= FLOW / NO FLOW ( VFD-87OOA - J PI D I 8740A FSL ----- D TSH � HV,8740A 8706 AIR TO AEROBIC TANK TK-360OA/B 8700A M /2 ( 13 m m) 3 (80mm), SCH.40, CS 3 (80mm), SCH.40, CS 3"(80mm), SCH.40, CS H ►--- ------------ ---------r--------- ----------------- B 200451 -D-003 , 2"XY CV-8785A HV-8785A I HV-8780 B-8700A 3"(80mm) 3"(80mm) 3"(80mm) INLET FILTER/ 1------ SILENCER PROCESS BLOWER (VFD) 90 SCFM @ 5 PSI MULTIPLE LINE 6.2 HP @ 3600 RPM I (ONE PER AEROBIC TANK) 208 V / 3 PH / 60 Hz ' o-FROM PROCESS CONTROLLER YA KQI ' DO DX11A O ° 8700B 8700B , I z I zLLJI NOTES: Iz � z w Imo 01- I ; VFD-8700B _ tH 1 ) ALL DOTTED LINES/EQUIPMENT ARE �- -1 I BY OTHERS ------- C C I , TSH 8700B M -8740B 2 (13mm) 3"(80mm), SCH.40, CS ; F ---------- --- --------------------------- -----►----J----------------------------------���--------J „ 2„X3 CV-8785B HV-8785B INLET FILTER/ B-8700B 3„(80mm) 3"(80mm) SILENCER PROCESS BLOWER 140 SCFM @ 5 PSI 6.2 HP @ 3600 RPM 208 V / 3 PH / 60 Hz FAL DUTY STANDBY / 8506-1 DO DI 0 YA YL KQI DI 8500- 8500- 8500- i i PI S.P.= FLOW/NO FLOW _MS- FSL 8540- 8500- 8506- HV-8540-1 M I- IV' (13mm) �� 1 AIR TO MEMBRANES TK-3400-1 Br. 3"(80mm), SCH.40, CS - -- -- i-------------------------T -- 2„-(13mm)--- - - - - - - - - 4„ 1 OOm�,_ SCH.40, CS--------------------------------------------------- 200451 -D-004 g CV-8585-1 HV-8585-1 B-8500-1 4„(100mm) 4"(100mm) INLET FILTER/ MEMBRANE BLOWER SILENCER 230 SCFM @ 5 PSI FAL 16.8 HP @ 3450 RPM 506- 208 V/ 3 Ph/ 60 Hz 0 DO DI YA YL KQI DI 8500- 8500- 8500- PI S.P.= FLOW/NO FLOW MS (:g 8540- 8500- HV- M `L 1/2" (13mm) �� 1 AIR TO MEMBRANES TK-3400-2 �T-� `T �2" (13mm) _SCH.40, CS r1 3"(80mm), SCH.40, CS .. -- ----1----------------------- ---=----------- ----------------------------------------------------------- 4_�OOmm�---=-'-------------------------------------------------------- C � 200451 -D-004 CV-8585-2 HV-8585-2 B-8500-2 4"(100mm) 4"(100mm) INLET FILTER/ MEMBRANE BLOWER SILENCER _k 230 SCFM @ 5 PSI f 16.9 HP @ 3450 RPM A A 208 V/ 3 Ph/ 60 Hz _ 0Y- E W w tF P, �. ° .14' JIB_. P r3 �IOC" (2 DUTY BLOWER) ; REV DESCRIPTION ECO DWN APVD DATE CHKD DRAWN BY DATE GE CLIENT/JOB DWG DESCRIPTION SIZE DRAWING NO. REV TOLERANCES UNLESS NOTED K.V.M. 20A r10 / i DECIMALS ANGLES p X ± .030 ±.5" CHECKED BY DATE I Water & Process Technologies COTUIT MEADOWS , MA PIPING & INSTRUMENTATION DIAGRAM p 200451 - D - 002 2 .XX ± .015 G.R. 20Apr10 g PROCESS BOWERS XXX ± .010 GLOBAL HEADQUARTERS : TREVOSE, PA USA +1-215-355-3300 WWW.GEWATER.COM 2 ISSUED FOR CONSTRUCTION X.C. S.A. 23JUN10 C.R. APPROVED BY DATE THIS DRAWING, THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANY AND ITS AFFILIATES PROJECT 20045 FRAC AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT PRIOR 1 REVISED AS NOTED ± 1 8 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE PURPOSES EXPRESSLY AUTHORIZED BY G.R.K. S.A. 15Jun10 C.R. APPROVED BY DATE GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH ITS OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE MATERIAL/BOM NO. SCALE SHEET JSP S.A. 04Ma 1 O G.R. PURPOSE. NEITHER THIS DRAWING, NOR ANY PORTION THEREOF, SHALL BE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF 200451 D002.DGN N.T.S. 1 OF 1 0 ISSUED AS A CONTROLLED DOCUMENT Y SAID COMPANY AND ANY SUCH REPRODUCTION SHALL BEAR THIS NOTICE. 5 # � � � � P/N 1161662-RGP01 8 7 6 P&ID 2 ��IIIT �� �� �I� � [ �� l 11 � � � i I �I � I ��l� II lI f I,I II 8 7 6 5 4 3 2 1 111 FI Al ° 3620 RANGE: 0-90 GPM FIT 2 3620 I � TO SEPTIC TANK A 3"(75mm), SCH.80, PVC r1 -- ------ -------------------- -----------------------------------------------------------� ; .--------- ----- -- ----------- --------------------- ----- ------ - .It--- -- M -----� --------------- - p 3"(80mm) I 3»x2 2"(50mm) 2 x3 n I a_ ( p NaOH PUMP j of of 1/2"(15mm) PE TUBING 200451 -D-011 -------------------------------------------------------------------------------- ----------- - - - I Cn HV-5581 E , E , '/2"(13mm) I j FROM PROCESS BLOWERS g 200451 -D-002 ----------------- 3"(80m��_ SCH.401 C_S------------------------------------------ --- ------------------------------------- ---------------------------------------------� r-( HV-3680A I HV-3680B ' r 3"(75mm) 3"(75mm) I > Cn I Lnj MICRO-C ADDITION I o o I I o 00 N 1200451 -D-011 ---------------------------------------------------------------------------I I = = I I = I PI �� �� PI v v v j 3640A �v� ---� --✓1--- 3640B HV-3640A I I HV-3640B I j I 1 "(25mm) j j 1 "(25mm) E El Ln FROM RECIRCULATION �I j �I SIGNAL TO NaOH PUMP PUMP P-3400-1 2 i -0-0-0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 200451 -D-011 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - M 3 (80mm), SCH.80, PVC ------- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ----- -- -- ----- -- -- - -- -- -- ----- -- — ---- H 200451 -D-004 - - - - - - - - - - ° j j I ° j I ° I C C INFLUENT FROM I I I I i i I I � EQUILIZATION SYSTEM PUMPS 7600-A/B j l 3„(75mm _ SCH_801_ PVC A 200451 -D-001 ------------— ------ I I I E ( I I Al, o I 3"x8" m `1 I IN o I 00E � H = OT014 E I I p , j °O 00 AIT AE 7330 _ ; 5520 CV-3685A CV-3685B I 0 I I I I RANGE: ; 3"(75mm) 3"(75mm) , 0 TO 10 mg/L I --�- III j j I 0 I I � I j j 8"(200mm) BY GRAVITY I — 2„x3„r I I I I I j j , TO MEMBRANE TANK TK-3400 L---8"(200mm) -- E 0 200451 —D-004 I M j I I j j I j j I j j j i j j I I i I 6 B KQI YA KQI YA MIXER-7100 ° ° 2.27 HP @ 1150 RPM ; DI DO DI AO DI DO DI j j I j I 208 V/ 3 PH/ 60 Hz ' I I 4„X3„ 1 4„x3„ 00 00 ° o 00 00 __—_- ° oo ° oo ° oo ° oo ° o 00 000 000 000 00 00I 00o0 00o0 00o0 00o0 0000 ,8n(200mm 0 Lij = P-3600A P-3600B : BY 4„(100mm) 4 (100mm)w MX-7400 Lj-j 0-1 � � u � 2 50mm AEROBIC DIFFUSER GRAVITY u MP 1 ( ) � j AEROBIC DIFFUSER j j � I TEMPERATURE LEAK I I TEMPERATURE E E LEAK I TURBO MIXER TYLY - -TY--- ---�Y--- ---------------------------� L------------------------------------------------ ---------------------------------------------------------1----------------------------- --------- ---J _ _ TK-7400 TK-3600A TK-3600B P-3600 A/B TK-7100 — — — - - — — — — — T — — — —� L T PRE-ANOXIC ZONE AEROBIC TANK AEROBIC TANK 79 GPM @ 22 FT TDH POST ANOXIC TANK , , ,, �; E CONCRETE CONSTRUCTION CONCRETE CONSTRUCTION: 6500 GAL CONCRETE CONSTRUCTION: 6500 GAL VFD CONCRETE CONSTRUCTION 4000 GAL CAPACITY 4000 GAL CAPACITY M I I M (BY OTHERS) (BY OTHERS) 2.15 HP @ 3470 RPM 208 V/ 3 PH/. 60 Hz {- V �a�..P.�.h-�T f E � , �. F TSH LSH TSH LSH (BY OTHERS) ., DUTY/STANDBY71 t _ po � f Y+v.% NOTES: A A P—XXX 1 . ALL DOTTED LINES/EQUIPMENT ARE BY OTHERS ------- PUMP VFD TYPICAL DETAIL FOR POST ANOXIC MIXER U I TYPICAL CONTROL DETAIL FOR SUBMERSIBLE ( ) DRAWN BY DATE REV DESCRIPTION ECO DWN APVD DATE CHKD TOLERANCES UNLESS NOTED GE CLIENT/JOB DWG DESCRIPTION SIZE DRAWING NO. REV DECIMALS ANGLES K.V.M. 20Apr10 * GLOBAL x + .03o t.5` CHECKED BY DATEWater & Process TechnoloiesCOTUIT MEADOWS , MA PIPING & INSTRUMENTATION DIAGRAM D 200451 — D - 00 2 xx f .015 C.R. 20Apr10yXXX f .01O HEADQUARTERS : TREVOSE, PA USA +1-215-355-3300 WWW.GEWATER.COM B I O R FACTOR TRAIN 2 ISSUED FOR CONSTRUCTION X.C. S.A. 23JUN 10 C.R. APPROVED BY DATE PROJECT FRAC THIS DRAWING, THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANY AND ITS AFFILIATES 20045 S.A. 20Aprl0 AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT PRIOR 1 REVISED AS NOTED G.R.K. S.A. 15Jun10 C.R. f 1/8 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE PURPOSES EXPRESSLY AUTHORIZED BY APPROVED BY DATE GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH ITS OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE MATERIAL/BOM Y NO. SCALE T SHEET r 0 ISSUED AS A CONTROLLED DOCUMENT JSP S.A. 04Ma 1 O C.R. PURPOSE. NEITHER THIS DRAWING, NOR ANY PORTION THEREOF, SHALL BE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF 200451 D003.DGN N. I C SAID COMPANY AND ANY SUCH REPRODUCTION SHALL BEAR THIS NOTICE. 2 P/N 1161662—RGPO1 8 7 P&ID - 3 I � � � III i 1 I r I I I I , , I . i I� I 11-IFI I � I 1 I I � � I 1 1 fIIIIll11� ��f1� ��1�.. I T I L1f�G � f Il I 1 T 111 � [l LAG l IT�II. I �I � ,I � I1 11 __ _ II i E_ _1I L__ IAL - _ - II u I L W Ill 1 lLllll I II II I1 L I:. ILL.11 I I 1. 1 J l� , L.I 1L .� 1J _LLL IJII11 I J _ I I I I8 7 6 5 4 3 2 1 HV-3989-2 VENT 1/2"(13mm) PERMEATE FROM/TO (SEE NOTE 2) PERMEATE PUMP P-3500-2 2"(50mm), SCH.80, PVC _ _ _ _ _ _ _ _ - - -J----------- -- -- -- -- ----- -- -- -- -- -- -- -- -- ----- --------------- III HV-3989-1 I VENT 1/2"(13mm) PERMEATE FROM TO (SEE NOTE 2) PERMEATE PUMP P-3500-1 j �----- 2_X50mm), SCH_80,_ PVC----------------------------------------------------------------------------------------------------- G 200451 -D-005 D I II , � I D ' RAS TO SLUDGE HOLDING TANK AIR FROM MEMBRANE BLOWER B 8500 1 ; ------------4„(100mm), SCH_80, CS j ' III , � l 4„x2„ II AIR FROM MEMBRANE j I I HH BLOWER B-8500-2 , I FI FA H 200451 -D-002 ----------- 4„(100mm), SCH_80, CS ----------------------------------------------------------- j I I 3420 3420 L HV- �- C ! I LL 11 0 3"(75mm) 1� j I I (BY OTHERS)- 1 -17 KAI I I II ! RANGE: 0 TO 140 GPM LIQUID EI FROM AEROBIC TANK FIT ; SCH E 200451 -D-00 8200mm 3 ------------ - ( ---- , SCH.80- ) - _PVC------ ------------------------------------------- j I 3420 TO AEROBIC K 4 X2 I OBI C TANK ---- ---- I- ------- ------------------- -r---- --- --------��I------ H 200451 -D-003 C I > I I I 3" 75mm a- ' HV-3441 00 HV 8580 2 Cq HV-3580-2 HV-8580-1 HV-3580-1 SODIUM HYPOCHLORITE r 2 (50mm) 2" 50mm 2"(50mm) ,> I v) ' 1/2" 13mm , PVC I i ( ) T 2 (50mm) j 200451 -D-01 1Ln ------- i j j I I _ff-) j I LAHH LAH LAL - m 3401 I 3402 3403 CITRIC ACID I I I j j o CD ' C E E 0 o 0 � 1/2„ 13 m m , PVC j I I j I Ln 451 200 -D-01 1 ------- ---- ------------- I I DI DI DI " (X: 3440- DIP TANK FILL FROM �_ 4 (100mm) I _ I I T I T HV-3440-A Q HV-3440 B , m PLANT SERVICE WATER 2 (50mm), PVC 1/2"(13mm) = �- , =-1- �--� --� 1 (25mm) � 1 (25mm) � E ----------------------- 00 QO , � In rr, � LSHH LSH LSL i_ 1_ 1_ �_ LC IJ I I E 7 E 7 7 1 2 1 � > 3401 3402 3403 r� 2 � I 1 c� r� ! I DIP TANK DRAIN PUMP O ,=-o O�:z i N KQI YA — I - KQI YA -------------------- 3400- 3400- 3400- 3400- w w w w j o 0 CD 0 0 i i DO DI DI DO DI DI E E E I CD CD 0 0 I Ln Ln , B I I I I I I I KQI YA - - - -- - —� - - - - J- - - - -� - - - - I I B I N N N N 0000 0000 I p I p i Z Z ( Z z 0 I I I 0 0 000 000 I Z � Z Y I I Z � Z Y rr r 0 ! 000 0 000 ¢o I � o „Q I , � o w 00 CD o0 CD I ; DI DO DI i I = i i 0 0 Ln 00 Ln I 0' c� J ' 00 cn w o o c�w TY LY TY LY o w I-- o w I- LEVEL SWITCHES ------ i i 0 w 0 w 3400- 3400- I 3400- 3400- I o v, o U, I MS-3400_A- MS-3400_B- I- �- - o - - - - - - - i ( M i �, i i i oQ oQ - - - �- - -, I - T- - - �- - � Q z I � i ( i ` i � � �c� z ; , C, CA Qo_ ter- Q z z i I i i I MEMBRANE-2 M M , CDI MEMBRANE-1 i 0 0 0'� TSH LSH I TSH LSH j TEMPERATURE LEAK i " 0 L--� 0 0 0 3„(75mm) ' i '� i 3400- 3400- J 3400- 3400- __ 3"(75mm) J i TY LY I i L - - - - - - T - - � - -,� I ! ! ! L-----------------------------------------------------J I-------------- I I I I -- - - - - ---------- ------ - ----- ----- - --------------------------- - ---- ---- - --- ------- --- - ------- ---- - -- ------------- --------------------------------- ----- - ----- - -- - - - ----------- ----- - - - -- ---- - I I P-8010 MEMBRANE DIP TANK MEMBRANE TANK P-3400-A/B 1 . M GPM/ 20 FT TDH CONCRETE CONSTRUCTION TK-3400 RECIRCULATION PUMP 1 .34 HP (BY OTHERS) 11220 GAL 127 GPM @ 25 FT TSH LSH 208 V/ 3 Ph/ 60 Hz NOTES: CONCRETE CONSTRUCTION 2.41 HP @ 3470 RP , WORKING WATER LEVEL 10FT 208 V / 3 PH / 60Hz � 1 . ALL DOTTED LINES/EQUIPMENT ARE BY OTHERS. A (BY OTHERS) DUTY/ STANDBY n1 '1i r -- - � 3 T 2. LOCATE VENT VALVES AT THE HIGHEST POINT A P-XXXµ °$ a OF THE PERMEATE LINE. t TYPICAL DETAIL FOR SUBMERSIBLE PUMPa gl� lL( 3. DIP TANK PAINT COAT MUST BE RATED FOR THE CHEMICAL CLEAN. REV DESCRIPTION ECO DWN APVD DATE CHKD DRAWN BY DATE TOLERANCES UNLESS NOTED K.V.M. 20A r10 � � GE CLIENT/JOB DWG. DESCRIPTION SIZE DRAWING N0. REV . . . DECIMALS ANGLES P .X ± .030 f.5` CHECKED BY DATE / Water st Process TeCI1nOIO ies COTUIT MEADOWS, MA PIPING & INSTRUMENTATION DIAGRAM D 200451 — D - 004 2 XX ± .015 C.R. 20Apr10 g .XXX ± .01 O GLOBAL HEADQUARTERS : TREVOSE, PA USA +1-215-355-3300 WWW.GEWATER.COM MEMBRANE TANK 2 ISSUED FOR CONSTRUCTION X.C. S.A. 23JUN10 C.R. APPROVED BY DATE FRAG THIS DRAWING, THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANY AND ITS AFFILIATES PROJECT S.A. 20Apr10 AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT PRIOR 200451 1 REVISED AS NOTED G.R.K. S.A. 1 5JUn 10 C.R. ± 1/8 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE PURPOSES EXPRESSLY AUTHORIZED BY APPROVED BY DATE GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH ITS OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE MATERIAL/BOM NO. SCALE N.T.S. [SHEET 1 OF 1 0 ISSUED AS A CONTROLLED DOCUMENT JSP S.A. 04May10 C.R. PURPOSE. NEITHER THIS DRAWING, NOR ANY PORTION THEREOF, SHALL BE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF 200451 D004.DGN SAID COMPANY AND ANY SUCH REPRODUCTION SHALL BEAR THIS NOTICE. P/N 1161662-RGPO1 4 3 2 1 P&ID - 4 I - - I L r-- I I I I I I I I I I I I I I I I A ,I I L I I II I I P fT 11 I I� I 1 I l� 111�I � I III��1 9fllll I L IIIf�11 I I II 11�Ill�.I��fll I IQ 1 I�II III II I I f i I ITT f ���I N Tf�f l� f 1 1�7I t � � �I 11�T��I�i�lI�1��If � it� Ti, IIILI �I il1 III �� 11 I :I � 1 1 I�I� i I I�� L iGl I II I I � I I I . l ._ I I IL.I _L111 .1CV II � 1I- _ Il ll_ �I ll Ll L .1 J I J 1 , I I , I I -II I L I I II l_ JI- �1.1111111� 8 7 6 5 4 3 2 1 I YA YL KQI 3500 3500- 3500- HH o p I H PA PI �� 3523- 3523- DO DI I I I I I I II I Al I M S I I — — = AV-3582-1 1/2„ 3500 RANGE: -15 TO 15 PSI PIT FV-3561 -1 I U 1 /2"(40mm) FIC FQI FA HH PERMEATE/BACKPULSE I 3523- M M L TO/FROM MEMBRANE 1 11/2"(38mm) HW 2" (50mm) 1 „ 3520 3520 3520 �� G 2 (501 SCH_80 PVC ; I 11/2"(38mm) SCH 80 PVC 11/2"(38mm) 200451 -D-004 i I _ " 1111111110- ° I CV-3585-1 HCV-3580 1 FQMI-3521 -1 2 �50mm) Al I RANGE: HCV-8880 _ 2" 50mm YA YL KQI 0 TO 75 GPM HW ( ) 3500- 3500- 3500- FIT HH o 3520 H PA PI FQMI-3521 3523- 3523- M �� DO DI 2"x3" I PERMEATE WATER ° I 3" (75mm), SCH. 80 PVC I o M �--� I ; - H 2O0451 -D-006 Qo I I MAG FV-3560 C I Al = _MS_ AV-3582-2 lj2» 2"(50mm) 3"(75mm) I C RANGE: -15 TO 15 PSI 3500- PIT I PERMEATE/BACKPULSE 3523- N M TO/FROM MEMBRANE 2 I \ 1 %2"(38mm HW 2" (50mm) 1 " 00 � 2" (50mm), SCH.80 PVC I 11/2"(38mm) SCH 80 PVC 11/2"(38mm) ) 2" (50mm) 200451 -D-004 ---------------------- I ) CV-3585-2 HCV-3580-2 FV-3561 -2 FQMI-3521 -2 E E 11/2"(40mm) nvl P-3500-1/2CD PERMEATE PUMP 2"(50mm) SCH 80 PVC YA YL KQI INSTANTANEOUS PERMEATE FLOW (N) = 24 GPM @ 35 FT TDH N I INSTANTANEOUS PERMEATE FLOW N-1 = 28 USGPM @ 35 FT TDH — - — - — — — — — — — I 8800A 8800A 8800A 0.75 HP @ 3450 RPM ( ) ° 208 V / 3 Ph / 60 Hz (SEE NOTE 2) DO DI X CD co E CV-6585 00 00 CD 1/2„(13mm) I I N SODIUM HYPOCHLORITE DOSING 1/2"(13mm), SCH.80, PVC _r,--�� II 1200451 -D-011 ---------------------------------------- ; .------� ( _MS v 8800A F F-8811 CV-6685 g I 1/2"(13mm) I M 1 1 /4 _ 2" (50mm) I 6 1 1/2 LAH LSH 1/2 (38mm) 8802 ° DI 8802 CV-8885A TK-880 0 I 2 (50mm HV-8881A I ) YA YL KQI 2 (50mm) N.C. BACKPULSE TANK I LLD POLYETHYLENE I 8800B 8800B ) LA L o DI LSL 1/2" 37"Q� x 40.5" h 0 88CD 03 8803 204 USGAL 00 N.O. DO DI _ Cn 3" 75mm HIS I I I I STR-8812 LCD n 2 (50mm) _MS_ P-880OA/B HV-8895 ° 8800B BACKPULSE PUMP cal , (DUTY/STAND BY) DO I 56 USGPM @ 25 FT TDH i Y DRAIN ` ._ 11/4„ M 1 HP @ 3450 RPM i (32mm) 208 V / 3 Ph / 60 Hz M CV-8885B 1 1/2 I NOTE: HV_ 2 (50mm) (38mm) 2>,(50881 mm) I 1 . ALL DOTTED LINES/EQUIPMENT BY OTHERS ------------- TYP. MOTORIZED VALVE PERMEATE & BACKPULSE EQUIPMENT SKID — — — — — CONTROL DETAIL 2. CAPPED CONNECTION. DRAWN BY DATE / DWG DESCRIPTION SIZE DRAWING N0. REV REV DESCRIPTION ECO DWN APVD DATE CHKD TOLERANCES UNLESS NOTED �� CLIENT JOB DECIMALS ANGLES K.V.M. 20Apr10 / i .X ± .015 ±.5` CHECKED BY DATE Water & Process Technologies COTUIT MEADOWS, MA PIPING & INSTRUMENTATION DIAGRAM .xx ± .015 C.R. 2oAprlo D 200451 - D - 005 2 xxx ± .010 GLOBAL HEADQUARTERS : TREVOSE, PA USA +1-215-355-3300 WWW.GEWATER.COM PERMEATE SKID 8c U V SKID 2 ISSUED FOR CONSTRUCTION X.C. S.A. 23JUN 10 C.R. APPROVED BY DATE FRAG THIS DRAWING, THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANY AND ITS AFFILIATES PROJECT S.A. 20Apr10 AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT PRIOR 1 REVISED AS NOTED G.R.K. S.A. 15Jun10 C.R. ± 1/8 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE PURPOSES EXPRESSLY AUTHORIZED BY 200451 1 APPROVED BY DATE GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH ITS OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE MATERIAL/BOM N0. SCALE SHEET 0 ISSUED AS A CONTROLLED DOCUMENT JSP S.A. 04May10 C.R. PURPOSE. NEITHER THIS DRAWING, NOR ANY PORTION THEREOF, SHALL BE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF 200451 D005.DGN N.T.S. 1 OF 1 SAID COMPANY AND ANY SUCH REPRODUCTION SHALL BEAR THIS NOTICE. 4 3 2 8 6 5 P/N 1161662-RGP01 _ 7 1 P&ID - 5 - I T I 161 I IIC 1I���11 1 I � l� TT1 1�Tr �I ���� �r � nlll I IrI��� �T � l 0 �� 1 if I r _ � � , T , I � �,r�r r , �F � I I � I i ��I� �I I I�� � I�� � �. �� � 6� 1I � 1 TT1 (� 11> T r 1 _ --_ . 1 u ¢IlIL _ 1.L1LI1 NI J Lli 8 6 5 4 3 2 1 7 b YA YL KQJ Al 1800A 1800A 1800A D D ° AIT 3537 TURBIDITY DO DI RANGE: 0 TO 10 NTU AE UV 3537 1800A UV-1800A UV ASSY 1 120 VAC/ 1 PH/ 60 Hz DRAIN i FQMI-3537 1 „ �`0.�--------✓r---� 0 f------��:- -----I �---------� -- - --� HVC-3537 HV-1881 A I HV-1880A CV-1885A 1/2"(13mm) 3" (75mm) ' HV-1896A , 1 , 3" (75mm) 3" (75mm) , ,T, I 1/2"(13mm) , CV-3537 HV-1895A 1/2'(13mm) , I 1/2"(13mm) , , HV-3537 1/2"(13mm) to PERMEATE WATER TO 00 I EFFLUENT PUMP STATION FROM P-3500-1/2 _ 3" (75mm), SCH. 80, PVC 3" (75mm), SCH. 80, PVC C C H 2O0451-D-005 -EE= ---------------------------------- -------------------------------------------------------------------{ u f--------------;----- -------------------------------- -------------- -------- u') YA YL KQJ --i- 1800B 1800B 1800B I NOTE 2 ILn PERMEATE DO DI I I TO DIP TANK , L--- ---- L � 200451 -D_004� I Uv , UV-1800B 1800B UV ASSY 1 1 120 VAC/ 1 PH/ 60 Hz 1 /2 a HV-1881B I HV-1880B CV-1885B 3" (75mm) HV-1896B 1 3" (75mm) 3" (75mm) 1/2"(13mm) �T� HV-1895B 1/2"(13mm) 6 6 NOTE: 1 . ALL DOTTED LINES/EQUIPMENT BY OTHERS ---------- 2. FOR TEMPORARY RECIRCULATION DURING START-UP. 3. ENSURE THAT THE TURBIDITY SAMPLE LINE IS INSTALLED IN SUCH AWAY THAT IT CAN BE FED BY GRAVITY. A A I c / I WN APVD DATE CHKD DRAWN BY DATE CLIENT/JOB DWG DESCRIPTION SIZE DRAWING NO. REV ! REV DESCRIPTION ECO D TOLERANCES UNLESS NOTED G � DECIMALS ANGLES K.V. 0Apr10 .V.M. / i X f .030 f.5` CHECKED BY DATE COTUIT MEADOWS , MA PIPING 8c INSTRUMENTATION DIAGRAM D 200451 — D - 006 2 .XX ± .015 C.R. 20Apr10 � Water & Process Technologies II xx f .01 0 GLOBAL HEADQUARTERS : TREVOSE, PA USA +1-215-355-3300 WWW.GEWATER.COM POST— PERMEATE xxx2 ISSUED FOR CONSTRUCTIONPPROVED BY DATE PROJECT 200451 X.C. S.A.. : 23JUN10 X.C. ERAC THIS DRAWING, THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANY AND ITS AFFILIATES S.A. 20Apr10 AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT PRIOR 711REVISED AS NOTED G.R.K. S.A. 15Jun10 C.R. f 1/8 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE PURPOSES EXPRESSLY AUTHORIZED BY MATERIAL/BOM N0 APPROVED BY DATE GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH ITS OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE . SCALE SHEET PURPOSE. NEITHER THIS DRAWING, NOR ANY PORTION THEREOF, SHALL BE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF 200451 D006.DGN N.T.S. 1 OF 1 0 ISSUED AS A CONTROLLED DOCUMENT JSP S.A. 04May10 G.R. SAID COMPANY AND ANY SUCH REPRODUCTION SHALL BEAR THIS NOTICE. P/N 1161662—RGP01 - 8 7 6 5 'Q 4 2 P&ID 6 i - 7I , T T - T I T T - - 7 f - T l 7 h 1 I I I i I L �iT��lii it I� i �� I � I�►�l I �1 � �� � � i �� ��LI��i I � � 1�1 , i I�fD II I I � ����i�, ������ � �-I �� l I 1 I i i � �T , � � 1 ��1� I I� � L�[�1 � l� I�� , ��11f OL��1TR]T T� I �1 Ir I I I I I I � �I I I _ II, I I I I I i L , , I I I i I I ; pI 5 2 4 3 1 - - - -- ------------------------- -- ------------------ ------- -- 1/2„ 13mm SCH.80, PVC SODIUM HYDROXIDE �-- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- - — ------------------------------------------=------------------------------------------------------------------------------- L 200451 —D-003 , , D SIGNAL FROM AEROBIC TANK �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—o—o-o—o—o-o—o-o—o—o—o—ono—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—o—o—o—o-o—o—o— — — — - — — — — I ° 0 0 0 0 0 0 0 0-0-0-0 0 0 0-0-0-0-0-0-0 200451 —D-003 M D I _ I o ' I ' I 1/2„(13mm), SCH.80, PVC SODIUM HYPOCHLORITE r ---------------------------------------------------------------- 200451 —D-005 Y ' , ° I I ' o ' I I - Y I , ° I, I o I i I ; ° C o I 1/2„(13mm), SCH.80, PVC CITRIC ACID I I - -- -- -- -- -- ----- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- ------ 200451 —D-005 , , o I I MICRO—C 1/2 (13mm), SCH.80, PVC o I - - - - - - - N 20�451 —D-003 , I I , o I ' I I o I I I i , ° I , I : o I i i ' I ' , o , HV-5580 ° 1 YA I HV-6680 YA HV—6580 /2„(13mm) 5500 1/2"(13mm�� 6600 1/2"(13mm YA HV-5880k6 Yq j 6500 2 1 0 ( 3 )6 5800 0 o H o 0 p DO AIT DO DO DO 5500 MFV-5583 — g - C5YY6yy MFV6683 MFV-658 3 MFV-58831/2„(13mm) �2 13mm) (I)P-6600 YY 50 6600 /„(13mm) 1/2'(13mm) P-5500 B 6500 P-6500 5800 M- 5800 CRO—C PUMP SODIUM HYDROXIDE PUMP i SODIUM HYDYPOCHLORITE PUMP ► CITRIC ACID PUMP I 0-1/52 GPM I 0.2 GPM 0.2398 USGAL/hr LSL I LSL I LSL 5500 LSL --- -� �----- 6600 -------- 6500 5800 7-7 FOOT VALVE FOOT VALVE FOOT VALVE CV 5586 FOOT VALVE C �2 CV-6686 V-6586„(13mm) 13mm CV-5886 1/2'(13mm) 1/2„( ) /2"(13mm) TK-5500 TK-6600 TK-6500 TK-5800 50% SODIUM HYDROXIDE TANK 10.5% SODIUMM HYPOCHLORITE TANK 00 50% CITRIC ACID TANK MICRO—C TANK r WITH SECONDARY CONTAINMENT WITH SECONDARY CONTAINMENT x, WITH SECONDARY CONTAINMENT WITH SECONDARY CONTAINMENT x .aAr '' -" „,132 USGAL. CAPACITY t, �• �}� 132 USGAL CAPACITY 132 USGAL, CAPACITY 132 USGAL. CAPACITY -m A II A m •s-- °� a°� 1 `� " 6 g� ` - ,�C t .—date L41/C> � . s zz- REV DESCRIPTION ECO DWN APVD DATE CHKD TOLERANCES UNLESS NOTED DRAWN E'f DATE CLIENT/JOB DECIMALS ANGLES K.V.M. 20Apr10 � i GE DWG DESCRIPTION SIZE DRAWING NO. REV .X ± .015 ±.5" CHECKED BY DATE Water & Process Technolo ies COTUIT MEADOWS, MA PIPING 8c INSTRUMENTATION DIAGRAM D 200451 - D �- 01 1 2 Xxx ± .010 GLOBAL HEADQUARTERS : TREVOSE, PA USA +1-215-355-3300 WWW.GEWATER.COM. CHEMICAL FEED SYSTEMS 2 ISSUED FOR CONSTRUCTION X.C. S.A. 23JUN10 C.R. FRAC APPROVED BY DATE THIS DRAWING; THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANYaAND ITS AFFILIATES S.A. 20A rl0 AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT-PRIOR PROJECT 1 REVISED AS NOTED G.R.K. S.A. 15Jun10 C.R. ± 1/8 p 200451 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE. PURPOSES EXPRESSLY- AUTHORIZED BY"`APPROVED BY !�€ s` GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH_ITS_OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE 0 ISSUED AS A CONTROLLED DOCUMENT JSP S.A. 04May10 C.R. PURPOSE. NEITHER THIS DRAWING, NOR ANY PORTION, T.HEREDE,.SHALL BE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF 200451 DO 1 •DGN MATERIAL/BOM NO. SCALE �I SAID COMPANY AND ANY SUCH REPRODUCTION SHALL BEAR THIS NOTICE. SHEET ` v•T•S S. 1 O 1 8 P/N 1161662-RGPO1 2 1 P&ID - 7 .I ; . - • I L I I - �._ I I I l L � 1 i T T �, 7 p TIf m I�- r�r �;( � 1��I �I ,�I� �11111��1I i III��I�� IIIII �IIIL. T��I��I I I� Ili- �„ � d 11 TTlill� it 1 I � 1 IIII �16T T 1 I if11 r r l—TI'Tn: ,,anr r,vm--rrnr err -7-rr ,,r.. ,r _ ,..._ ,,,..._.--,,._ +;... .,_�_•.�_:. __ ; 8 7 6 5 4 3 2 1 V CONTROL VALVE ACTUATORS VALVE SYMBOLS RELIEF PUMPS, BLOWERS, & COMPRESSORS FLOW ELEMENT CONNECTIONS FILTERS VESSELS/TRIM MISCELLANEOUS SCOPE BREAK (VALVES NORMALLY OPEN EXCEPT WHEN SHADED) CLIENT/OTHER PISTON GATE � PADDLE FLANGE WHEEL MUFFLER DOUBLE ACTING (OR GENERIC) PRESSURE SAFETY CENTRIFUGAL PUMP CENTRIFUGAL/ ' FLANGE BLIND --� GEWPT PISTON SPRING MECHANICAL COUPLING BALL REGENERATIVE FIXED. SCREEN M PROPELLER AGITATOR � EDUCTOR BLOWER ❑ ANNUBAR MATERIAL BREAK TO OPEN BUTTERFLY OR VICTAULIC CONICAL BOTTOM MATERIAL A MATERIAL B TOP HAT TANK � STATIC MIXER p D MECHANICAL COUPLING NEEDLE PROPELLER PUMP FLOW OR VICTAULIC PLUG STRAINER El NOZZLE VB PIPE INSULA PISTON SPRING VACUUM I I VORTEX BREAKER �M,� EXPANSION JOINT DOUBLE CONTAINM TIONENT TO CLOSE SAFETY � SANITARY I I GLOBE ROTARY LOBE L�7 SILENCER PP COMPRESSOR FLUME SANITARYHRA 2" DOUR E GACTING DIAPHRAGM METERING PUMP BLOWER PLUG BAR SCREEN / "PP" INDICATES PERSONNEL 0 VIBRATION ISOLATOR ( THREADED VESSEL INSULATION PROTECTION —OPTIONAL) A4 ANGLE ff M MAGNETIC HIGH PRESSURE FLEXIBLE LINE TYPES �—� DIAPHRAGM SPRING MULTIFUNCTION �� THREADED CONNECTOR TO OPEN PLUG PLUG HEPA FILTER PRIMARY PROCESS AIR OPERATED DOUBLE VACUUM PUMP DIAPHRAGM SPRING PINCH DIAPHRAGM PUMP (DRY) PITOT SOCKET TANK INJECTION SPARGER SECONDARY TO CLOSE © (CLOSED TOP) PROCESS Y STRAINER V—BALL SONIC III UNION LEVEL GLASS DIAPHRAGM EAL/ VENTS SAMPLE/DRAINS/E DIAPHRAGM DOUBLE K K PRESSURE ULTRAS GAGE GUARD ULTRASONIC BALANCING KNIFE GATE I RUPTURE DISK POSITIVE �C CAMLOCK PRIMARY PROCESS DISPLACEMENT PUMP PULSATION (BY OTHERS) BACK PRESSURE VACUUM PUMP CONICAL STRAINER DAMPENER LIQUID RING � CAMLOCK UPWARD b SECONDARY CONTROL PLUG C (EXTERNAL OPENING TURBINE PROCESS Ffl REGULATING u SLIDING GATE (BY OTHERS) C HOSE BARB F � SPRAYER NOZZLE ___ — — — BACK PRESSURE — FUTURE CONTROL DOWNWARD (INTERNAL A VERTICAL WELDED FILTER / OPENING VACUUM ELLIPTICAL SLIDING GATE RUPTURE DISK TURBINE PUMP � VENTURI TUBE D PIPE CAP MANWAY EQUIPMENT LIMIT REGULATING � TANK DESICCANT OR BOUNDARY LINE AIR (OPEN TOP) AIR DRYER PISTON PRESSURE REDUCING COMPRESSOR � COUPLING PLAIN END PIPE (EXTERNAL LTJ MANUAL BLAST REGULATING) [-Ul GATE VORTEX PUMP EQUIPMENT D HYDROMETER POT REDUCER SCREEN MANHOLE EQUIPMENT (INTERNAL RESSURE REDUCING �\�I �I BACKFLOW (BY OTHERS) ( PREVENTER CAN PUMP h COMPRESSION o REGULATING) MASS FLOW I� 0 0 o COARSE BUBBLE AIR RELEASE ® / FITTING ST �� DIFFUSER FLEX HOSE/TUBING ROTARY MOTOR COMPRESSION STEAM TRAP CHECK � CORIOLIS ELEVATION VIEW M ANALOG AIR FITTING PLUG 0 0 COMPRESSOR MANHOLE INJECTION o 0 o FINE BUBBLE —o—o—o—o—o— SOFTWARE—LINK QUILL ROTARY O �� W DAVIT ARM DIFFUSER SCREW ROTAMETER / ELEVATION VIEW M ROTARY MOTOR I I BLIND OPEN ACLE R — — — — — — — ELECTRICAL THERMOWELL DIGITAL FOOT VACUUM RESIN TRAP DOMED ELECTROMAGNETIC BREAKER FG IN—LINE SPECTACLE TANK FLOW GLASS I I BLIND CLOSED -'ti 'ti 'ti - OR SONIC SIGNAL B I WELL PUMP P CONVERTER FLOAT (WIRELESS) g vpI HEATING RO/UF VESSELPNEUMATIC • MUD FLOW S GHT GLASS TOP MOUNT STRAIGHTENER LEVEL .SWITCH POSITIONER L13L L L L HYDRAULIC SIGNAL REFRIGERATED >ZV 3 WAY AIR DRYER TANK HEATER T TRAVEL STOP VENT VENT X X X X CAPILLARY TUBING 4 WAY FIXED ORIFICE FOUR PORT HOUSING ULTRASONIC LEVEL ----E----E----E----E- HEAT—TRACING GEAR MANUAL GEAR WHEEL 5 WAY I HEAT EXCHANGER �/ _ ----ST----ST----ST— STEAM—TRACE DRUM PUMP ADJUSTABLE = WATER LEVEL — CHAIN MANUAL CHAIN WHEEL I ORIFICE - CALIBRATION ----ET----ET----ET- ELECTRICAL—TRACE 6 WAY FAN TWO PORT HOUSING _ COLUMN S _ GROUND MISCELLANEOUS LINE OBJECTS A B — HP I HP � ORIFICE PIG TAIL CE RESTRICTED XXX SOLENOID D CIN—LINE HEATER SLOPE 2 VALVE MANIFOLD SUBMERSIBLE LP LP XXX SUMP PUMP ERI PRESSURE CONTINUATION SYMBOL S EXCHANGER PRESSURE — — g SOLENOID _ RESTRICTED END PORT HOUSING VESSEL —� CONTINUATION SYMBOL A C 3 WAY 3 VALVE MANIFOLD HORIZONTAL/LP ORIFICE ANGLE HP PLATE & FRAME HEAT EXCHANGER 0 0 0 0 0 0 0 0 0 OR VERTICAL EVER PLATFORM CROSSOVER LINE p► A HP M 0000000 Y DRAIN LP 0000 S oo n '' ION D g SOLENOID 5 VALVE MANIFOLD DRAIN ORIFICE PLATE _ EXCHANGE �� r'' '� HYDRAULIC A 4 WAY MOTOR QUICK—CHANGE BOTTLE REVISION CLOUD PRESSURE BOOSTER MEMBRANE MODULE « DE Y` REVISION TRIANGLE C DO�J SAMPLE � � �--� DESUPERHEATER DRAWN BY DATE ° � ,-� ' REV DESCRIPTION ECO DWN APVD DATE CHKD TOLERANCES UNLESS NOTED K.V.M. 20A r10 r GE CLIENT/JOB DWG DESCRIPTION SIZE DRAWING NO. REV DECIMALS ANGLES p X t .030 f.5` CHECKED BY DATE COTUIT ,. .� PIPING & INSTRUMENTATION DIAGRAM 1 .XX ± .015 C.R. 20Aprl 0 Water & Process Technologies D 2 0 0 4 51 — 0 01 1 XXX t .010 APPROVED BY DATE GLOBAL HEADQUARTERS : TREVOSE, PA USA +1-215-355-3300 WWW.GEWATER.COM LEGEND & SYMBOLS FRAG THIS DRAWING, THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANY AND ITS AFFILIATES PROJECT S.A. 20Apr10 AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT PRIOR 200451 1 ISSUED FOR CONSTRUCTION X.C. S.A. 23JUN10 C.R. f 1/8 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE PURPOSES EXPRESSLY AUTHORIZED BY APPROVED BY DATE GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH ITS OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE MATERIAL/BOM NO. SCALE SHEET C 0 ISSUED AS CONTROLLED DOCUMENT I.B. S.A. 23A r10 C.R. PURPOSE. NEITHER THIS DRAWING, NOR ANY PORTION THEREOF, SHALL BE REPRODUCED WITHOUT THE PRIOR WRITTEN CONSENT OF 200451 L001 .DGN N.T.S. 1 OF 2 P SAID COMPANY AND ANY SUCH REPRODUCTION SHALL BEAR THIS NOTICE. 4 5 P/N 1161662-RGP01 8 7 6 1 P&ID - 8 8 7 6 5 4 3 2 1 INSTRUMENT FUNCTIONS INSTRUMENT SYMBOLS EQUIPMENT / INSTRUMENT TAGGING SCHEME EQUIPMENT ABBREVIATIONS 11 -XXX-222A-3 AB ABSORBER SUCCEEDING LETTER A C E G I L Q R S T Y V,Z AC AIR COMPRESSOR PANEL MOUNT Lam- IDENTICAL SKID/TRAIN ACE ACTIVATED CARBON FILTER INSTRUMENT IDENTIFIER (IF NECESSARY) AER AERATOR MULTIPLE INSTRUMENT ARV AIR RELEASE VALVE IDENTIFIER (IF NECESSARY) B BLOWER z EQUIPMENT NUMBER BE BAG FILTER w FIELD MOUNT / C CENTRIFUGE, CYCLONE OR PRIMARY INSTRUMENT LOOP NUMBER CD I w � z w SPECIAL INSTRUMENT EQUIPMENT ABBREVIATION/ CDM CATALYTIC DESTRUCT MODULE w Q o = w � o J IDENTIFICATION INSTRUMENT FUNCTION p D w w > v _ Q w CF CARTRIDGE FILTER I- MEASURED OR Q Q J z Q I= 1= Q > H- w INITIATING VARIABLE Q Q C) o Q ¢ o PROCESS AREA CH CHILLER _ _________ BEHIND PANEL _ Q o � � = cn z > > CHL CHLORINATOR o Q z cl� o a z o o J zo INSTRUMENT CIP CLEAN-IN-PLACE = Q Q � z o o = � CD f- o w o LINE IDENTIFIER Q o I H- _ _ Ln Q z w CL CLARIFIER I Q o o Q o cn Q J c� I o < > I— w J _ U o Q ~ _ = z U J Q z z J Q Q o o z o z _< o J I c� o o o z LINE CLASS SPECIFICATION CONV CONVEYOR J o o IJ IJ J - CD w - - o CD - o w o o Q _ Q = _ J J (n m Z Cn CD z t1 F- V) _ = J J m z (n m u C� > w - - PILO T COPS CATALYTIC OXYGEN REMOVAL SYSTEM X"-XXPPPA-SNN CP CONTROL PANEL — SCHEDULE (OPTIONAL) CR CRYSTALIZER — SERVICE DIFFERENTIATOR (OPTIONAL) CS CHEMICAL SYSTEM SYMBOL DESCRIPTION PLC FUNCTION CT COOLING TOWER, CARBON TOWER PR CODE (OPTIONAL) CV CHECK VALVE WITH DISPLAY MATERIAL CODE DAF DISSOLVED AIR FLOATATION. A ANALYSIS AA AHH AAH AAL AALL AAT AC AIC AE Al AL AR AS ASHH ASH ASL ASLL AT AIT AY ACV AV AZ PIPE SIZE DO DISSOLVED OXYGEN DMF DUAL MEDIA FILTER B BURNER, COMBUSTION MATERIAL CODE MATERIAL DR AIR DRIER PLC FUNCTION, E EDUCTOR BLIND EAF ENTRAPPED AIR FLOATATION C USER'S CHOICE CC CONCRETE ED ELECTRODIALYSIS METALLIC EDI ELECTRODEIONIZATION D USER'S CHOICE PLC AUST AUSTENITIC STAINLESS STEEL EDR ELECTRODIALYSIS REVERSAL INPUT/OUTPUT AY ALLOY 20 EV EVAPORATOR E VOLTAGE EA EAHH EAH EAL EALL EAT EC EIC EE El EL ER ES ESHH ESH ESL ESLL ET EIT EY EZ CI CAST IRON F FILTER CS CARBON STEEL FAN FAN F FL F I FR FS FSHH FSH FSL FSLL FT FIT FY FCV FV FO ORIFICE PLATE DI DISCRETE INPUT CU COPPER FC FAIL CLOSE F FLOW FA FAHH FAH FAIL FALL FAT FC FIC FE FG I O - DI DUCTILE IRON FDA FORCED DRAFT AERATOR, DEGASIFIER C C DO _ DISCRETE OUTPUT DL PVDF LINED FO FAIL OPEN FF FLOW RATIO FFAF AHH FFAH FFAL FFALL FFC FFIC FFI FI FES FFSHH FFSH FFSL FFALL FEY FFCV Al _ ANALOG INPUT DUPL DUPLEX STAINLESS STEEL FL FAIL LAST AO _ ANALOG OUTPUT HC HASTELLOY C FP FILTER PRESS PL POLYPROPYLENE LINED GF GRAVITY FILTER G USER'S CHOICE SA 304, 304E STAINLESS STEEL H HEATER HIC HL HS HCV HV HMS PUSHBUTTON SWITCH FUNCTIONS SB AL-6XN HE HEPA FILTER H HAND HA HC SC 254-SMO HMI HUMAN-MACHINE INTERFACE SD 2205 HOA HAND-OFF-AUTO CURRENT (ELECTRICAL) IA IAHH IAH IAL IALL IAT IC IIC IE' II IL IS ISHH ISH ISL ISLL IT IIT IY IZ UNDEFINED SE 2507 HPB HYDRAULIC PRESSURE BOOSTER I INTERLOCK SF 904L HX HEAT EXCHANGER JC JIC JE JI JL JQI JR JS JSHH JSH JSL JSLL JT LIT JY JZ LOGIC SG ZERON 100 IAS INSTRUMENT AIR SUPPLY J POWER JA SHH JAH JAL JALL JAT SS 316, 316L STAINLESS STEEL IQ INJECTION QUILL, INJECTION CHECK VALVE SUAU SUPER AUSTENITIC STAINLESS STEEL IX ION EXCHANGER K TIME SCHEDULE KA KI KL KS KY TL PTFE LINED LS LIME SOFTENER SUMMING PLASTIC M MOTOR KQ TIME TOTAL KQAK AHH KQAH KQAL KQALL KQI KQL KQR KQS KQSHH KQSH KQSL KQSLL CP CPVC MBR MEMBRANE BIOREACTOR FR FIBER REINFORCED PLASTIC MCC MOTOR CONTROL CENTER S ESHH LSH LSL ESLL LT LIT LY LCV LV CONTINUATION ARROWS PE POLYETHYLENE MD MEMBRANE DEGASIFIER L LEVEL LA LAHH LAH LAL EALL LAT LC LIC LE LG LI LL LR L PP POLYPROPYLENE ME MICROFILTRATION PV PVC ML MUFFLER, SILENCER M MOTOR CONTROL MS SERVICE PD PVDF MMF MULTIMEDIA FILTER A SHEET X PT PTFE MX MIXER NF NANOFILTRATION N USER'S CHOICE FLOW: PR CODE CLASS OC OXYGEN CONCENTRATOR PRESSURE: ORP OXYGEN-REDUCTION POTENTIAL 6 B 0 USER'S CHOICE TEMP: OZ OZONATOR METALLIC FLOW-SINGLE DIRECTION 125 ANSI CLASS 125 OZG OZONE GENERATOR P PRESSURE OR VACUUM PA AHH PAH PAL PALL PAT PC PIC PI PL PR PS PSHH PSH PSL PSLL PT PIT PIT PY PV PSV PRESSURE SAFETY VALVE 150 ANSI CLASS 150 P PUMP SERVICE 300 ANSI CLASS 300 PD PULSATION DAMPENER T PDIT PDY PDCV 400 ANSI CLASS 400 PLC PROGRAMMABLE LOGIC CONTROLLER PD PRESSURE DIFFERENTIAL PDAP AHH PDAH PDAL PDALL PDAT PDC PDIC PDI PDL PDR PDS PDSHH PDSH PDSL PDALL PD /� SHEET X PSE RUPTURE DISC 600 ANSI CLASS 600 FLOW: 900 ANSI CLASS 900 PUV MULTIFUNCTION VALVE Q QUANTITY QQI PRESSURE: PLASTIC PX PRESSURE EXCHANGER TEMP: 040 SCHEDULE 40 RO REVERSE OSMOSIS 080 SCHEDULE 80 RP ROTARY PRESS R RADIATION FLOW-BOTH DIRECTIONS 120 SCHEDULE 120 RT RESIN TRAP SC SCRUBBER A L SAT SC SIC SE SI SL SR SS SSHH SSH SSL SSLL ST SIT SY SCV SZ SK SPEED CONTROL STATION D41 SDR 4SDR 1 SCP SCRAPER S SPEED OR FREQUENCY SA AHH SAH SAL S LF_A7j D41 D32 SDR 32.5 SCR SCREEN TA TAHH TAH TAL TALL TAT TC TIC TE TI TL TR TS TSHH TSH TSL TSLL TT TIT TY TCV TV TZ TW THERMOWELL D26 SDR 26 SET SOFTENER T TEMPERATURE SKM SKIMMER TRANSFER ARROW D21 SDR 21 TO SAME SHEET D17 SDR 17 SM STATIC MIXER, INLINE MIXER U MULTI-VARIABLE D13 SDR 13.5 ST STEAM TRAP MULTIPLE STK MEMBRANE STACK (ED, EDP, EDI, E-CELL) V VIBRATION OR MECH. ANALYSIS VA VAHH VAH VAT VE VI VL VR VS VSHH VSH VT VIT VY PID NUMBER SHEET X P06 PN6 STR STRAINER SV SAMPLE VALVE W V WV WZ ELECTRICAL TRANSFER ARROW P 16 PN 16 TK TANK W WEIGHT OR FORCE WA AHH WAH WAL WALL WAT WC WIC WE WI WL WQI WR WS WSHH WSH WSL WSLL WT WIT WY C ,, ��,_. ��,�� �- ., ��� TO DIFFERENT PID DOCUMENT P20 PN20 TOC TOTAL ORGANIC CARBON T P50 PN50 TRB TURBINE X UNCLASSIFIED P68 PN68 OF ULTRAFILTRATION A A 88 g p� D9y� gp 1 P100 PN100 UPS UNINTERRUPTIBLE POWER SUPPLY Y EVENT, STATE OR PRESENCE YA YI YL YR YS �.� - : t � ;° VB UV ULTRAVIOLET IRRADIATOR ELECTRICAL TRANSFER ARROW A00 ATMOSPHERIC VACUUM BREAKER • . � -., � TO SAME PID DOCUMENT V00 VACUUM VD VACUUM DEGASIFIER Z POSITION OR DIMENSION Z A ZAO=OPEN ZAC=CLOSE ZAT ZC ZIC ZE ZG ZI ZL ZR ZS ZSO=OPEN ZSC=CLOSE ZT ZIT ZY ZCV ZV ZZ I `{ -�-f 4 I REV DESCRIPTION ECO DWN APVD DATE CHKD TOLERANCES UNLESS NOTED DRAWN BY DATE � CLIENT/JOB DWG DESCRIPTION SIZE DRAWING NO. REV DECIMALS ANGLES K.V.M. 20Apr10 / / G X ± .030 ±.5` CHECKED BY DATE Water & Process Technologies COTUIT MEADOWS, MA PIPING & INSTRUMENTATION DIAGRAM D 200451 — L_- 001 1 XX ± .015 C.R. 20Aprl0 LEGEND �c SYMBOLS .XXX ± .010 GLOBAL HEADQUARTERS TREVOSE, PA USA +1-215-355-3300 WWW.GEWATER.COM APPROVED BY DATE FRAC THIS DRAWING, THE DESIGN AND THE PATENTS IT COVERS, IS THE PROPERTY OF GENERAL ELECTRIC COMPANY AND ITS AFFILIATES PROJECT200451 S.A. 20Aprl0 AND THE INFORMATION CONTAINED HEREIN IS PROPRIETARY INFORMATION WHICH IS NOT TO BE DISCLOSED TO ANYONE WITHOUT PRIOR 1 ISSUED FOR CONSTRUCTION X.C. S.A. 23JUN10 C.R. ± 1/8 WRITTEN CONSENT OF SAID COMPANY. THIS DRAWING IS TO BE USED EXCLUSIVELY FOR THE PURPOSES EXPRESSLY AUTHORIZED BY MATERIAL/BOM N0. APPROVED BY DATE GENERAL ELECTRIC COMPANY AND ITS AFFILIATES THROUGH ITS OFFICERS AND QUALIFIED REPRESENTATIVES AND FOR NO OTHER FILE SCALE N.T.S. SHEET 2 OF 2 I.B. S.A. 23A r1 O C.R. PURPOSE. NEITHER THIS DRASAID COMPANY PORTION AND-ANYTHEREOF, SHALL BE REPRODULL CED WITHOUT NOTICE.PRIOR WRITTEN CONSENT OF 200451 L001 .DGN 0 ISSUED AS CONTROLLED DOCUMENT p P/N 1161662-RGPO1 8 7 6 5 Q 4 2 1 P&ID 9 1 . ,r.•, I LOT #51 LOT #114 r OPEN SPACE s N cacaFn I 11 A v � LLj zZo LOT #111 / � � � 000 � / zz LOT I _ PVC SANITARY FORCE MAIN TO DISPOSAL BEDS I \ LLI LLJ w a >LLJ sLLJ > I �0 'T \/ aJ - wzz � w 1 FM I M q/ _ - µ a_ < aacn �- j f F M I F M --H-- F M F M --.__. h� I �/�/ c�i� a oz a� aJ o� ao o � S \ LOT #50 -~f " oar LOT I117 LOT #118 \ \ '`•,.,� 66 \ 2ao00oo0 0 0 0 0 0 0 0 p N N N N N N N .„rr LOT 119 O O O O O isId C \e \_ O E f �N 6� LOT #66 8" PVC FORCE MAINLOT #120 FeS I LOT #37 / ,, FM / a p LOT #49 / o i o FM00 E€��w LOT #121 � •` � LOT #48 _--..�' � RF '� � �, o �N Q `~ LOT 122 RlU61 � Asa. 06 b 11$o U. s LOT #123 LOT #47 r O a5 s v \ V' v Z LOT 46 PHASE 1 LOCATION OF PEDESTAL ca q o „ Nl > w] cA MOUNTED CONTROL CABINET FOR ,.,.,. ., 'S'F,gs / > � � EFFLUENT PUMP STATION W EXISTING WASTEWATER J N DISPOSAL FIELD 1 s:M @o 0 �T IV 00 I OPEN SPACE - �M SEE SHEET DS-1 q i{ •,,.,. I, !, , \ "D`mow�"`"'.w � �� /Y` d � � V C rC M�d \ 1 � r a F „ Z pN 6 6 1 `• `a d „ l E w E" OT #38 N. 4'y "w ly,rf W WASTEWATER TREATMENT I / _ h LOT 45 #45 \ PROPOSED WASTEWATER FACILITY AREA i �o \ DISPOSAL FIELD 2 SEE SHEET TF-1 -- \ s SEE SHEET DS-3 FOR AUTOMATIC " 1 VALVING DETAILS / LOT #39 / Luo- god OT LOT #40 \ \ FORCE MAIN PLAN SCALE: 1"=40' J W w 64 O > I 04 z U) p� o 0 0 U. U o I... ... . __-.._.__ -._...........-_-_._.._....___ _._.-.-__.__... Q q EXISTING GROUND wo C_. ............. .__._-__. � �--..-......___. ._._._.._.._.... n W w O Q a w AUTOMATIC VALVE _ ................. ..—_ ___ .-______._ .-_........,___.._._. MANHOLE w / SOW z / 0- uj J ...................�._ ._.._._._.. ._. z __._ _.............._.....__-.___.-_...__.__.._....._..._...,..,_._,_."._.._._ ___.__....._ ___ ______ ___..-_ ____.. __...._.___._......_.__ _ __..___.._._ _.___._..__.___..- _ __._ _ ._..,.__._ FORCE MAIN TO DISPOSAL BEDS — __..__..._....-d.. LL I_ W I / 8" PVC SDR 21 SANITAR (n _ 0 � Z ti `1' / EL.=54.275' -, W I— CD W N a ' I 8" WATER 11.25' ELBOW O ____ _ _......_.._ __... _._.___....______-_____.__.__..__.._ ____...______.._ ._ ___ __._______,- _ __..___._,__ _ _.__.-_.___.__ /.-___-..-.._.__-._. ___._,...,._._ _ _ __ _ _.__ _.__ _._,__,-_ ___ ... __,.__. ___.._,.. _ --._.__._-_-_._. -_..- _._......,.._,. _,. �_ _-._.._____.__ �_..._. _ � g 52 �'I / I ���5ELBOW 22.5' ELBOW - (� _ / \ 8" SEWER W w -._____......._-..____-..._�____- ....__....................._..__,_...___ .__._-..___......_._..._ �____ -...._.......—.-. ___ _ _._,.,_ - _.._._ _ __ ___ ___..____....__..._._. -.._._......_ ___._ __ _�__.._. __....__ __--_._...._u. ___ __.. ___ _ 0 45' ELBOW 33.75' ELBOW 90' ELBOW EENCASE WATER _ _.__...............__---- .._...._..._..._.___.. ___._..___...._....._._._....___.._ LINE IN CONCRETE I TO DISPOSAL BEDS _ Q 8" WATER 8" LL PVC SDR 21 SANITARY FORCE MAIN O Q � 44 -..-.,-__�_.._______. _._..._,.__...._._.___L........_........_........_.........._ 33.75 ELBOW _-_ - ___-_...._._.__ __-_,_.-__ _ ..__._.,_.,,.,,_.,.__, ____________....,__,_ _ .____.._. _._.. � � O W � 11.25' ELBOW I 22.5 m ELBOW _____ 8" SEWER r,. i U� r + t' 41 W �•.- W _ BEGIN AT __ _..____,_,_ __..___._.___._� _._._._. U z O 6'0 VALVE VAULT ( _ 0 2i 0� v EL. = 40.00' O � _j m __�._ __.__ _ _._......__.... ________..._...-.-_ _.__._._.__.__.....___ ____.___..___. __ _____ ____ ._____.__ _--- _„ _. I E , � i LL_ OI pp CD 17 0� uC d- N (D` O o CO O� 00 00 M (9 (q <!' N M, cD 00 0O 00 00, 0� 17 N N �7 s°^••. .>.� d Z O O O O � � In 00 00 00 00 00 00 00 00 00 OD 00 00 UJ 00 00 O) 00 00 00 00 Ln 01 LO W v U _._ .._.. __.._ _ - _ _ _ ....__ _._.._ _.._...___.. __ - ._________...�...1__________. �_______ _._...d...__.__ _......................____.____ ........_..._.._................-_.._ . _____..__..._.....___-__ _____.______ ___.......__,_ ,.___ ____._..._____ ._- _.._....._._.................__-- _____ ____.___._ _. _._ _..___._ ...__._ _ __._____ _. _ ___._ __ LL CD 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 w (� J F•- FORCE MAIN PROFILE 0~ NOTE: SHEET: SCALE' HOR' 1°=40' 1. THRUST BLOCKS SHALL BE INSTALLED AT ALL BENDS IN THE FORCE MAIN VERT. 1°=4' CONSISTENT WITH THE DETAIL FOUND ON SHEET C-21 OF THE BAXTER NYE FM 1 PLANS. O 1 } z 0 - - - \ LIMITS ao o oa ZONE 11 oC) U JJJ J 0- 0- IL CL W N V U Q Q Q Q \4 01 0_ 0_ FN-- O.. Imo- Z 1 jf I t t Q W V) U' CD N m U' (.D M („) CD n- OfO o U O O D U o OU CD [if I � QQwQww ¢ Nww �n � \ I \ I I z � W � � � � °- wo � Wo 0 Q Q J J J Z 0 J J O N LOT �122 1 \\\ e LOT #120 LOT #123 I 4 c� � � o_. � o_ a_ � Qo_ o_ Q _ 1 r- � r- rr r- ccooOOOo LOT #119 \ LOT #121 — OOOOO � OOO CD CD CD CD O O CD O O O O O \� I N N N (V (V O (V N (y N N N N N LOT 118 - -- 1 z �t tf) Lo (O N � NMd' � O O O O O O O O O O O O O O v) (( LLJ Z O N I'7 I cD(-I o0 I O TPTTPT #8 x ELEV. = 61.34, I I 9 . o o ~ o --N N o 2 0 m TR co ELEV. = 61.14' W i •� •L z tp Vr d O v Z \ z •; = U) \ w _ w w Z u W i ` N v. a "" - & ELEV. - 5 81 p 9 TPT #1 EL TPTTPT #5 B 3 BED 5" rP9 BED 7 I c� M M _w. BED 1 Z _ ELEV. = 60.49 Y ' o ELEV 59 34 o N N X W N H as O a z3 BED 2 TP 4 BED 4 BED 6 ELEV10 59.44' BED 8 � " ig f ELEV. = 59.74' U) � OPEN SPACE PARKING ELEV. = 59.4 FM Er � Y C FM 8" FORCE MAIN — — — — MW 3 PEDESTAL MOUNTED CONTROL CABINET FM FM FM FM FM FM FOR WIRELESS RECEIVERS AND ELECTRIC VALVES ELECTRIC METER ~ \ - — \ \ _ C2 C BED 9 BED 13 BED 15 c� \ _ _ g \ W z W O � o g \ Z W CD / \ \ ` _ _ ct �i \ BED 10 BED 12 BED 14 "\, BED 16 U — c. wXU)/ * \ NEW UNDERGROUND " - -J O Q a \ ELECTRIC SERVICE AND - m ANTENNA LEAD Q O W CL / \ ELEV. = 57.54' c \.�\ 0 W \ MW-5 LL i= ui Q Z) Z LOT #45 ELEV. = 57,19' Q U TRANSFORMER \ W w \ — .,, � o w 0 V ANTENNA FOR WIRELESS RECEIVER TO BE MOUNTED AT A MINIMUM HEIGHT OF 14 EXTEND UNDERGROUND / \ SMH #36 N ELECTRIC SERVICE TO NEW \ TRANSFORMER 5/ W w S v / 5 Cn � / s/ o NOTES: _ O E � J W — .\ 1 BEDS 1 8 COMPRISE FIELD 1 WHICH WAS CONSTRUCTED FOR PHASE 1 � <C 2. BEDS 9-16 COMPRISE FIELD 2 WHICH IS REQUIRED TO SUPPORT THE FULL LOT #44 s _ / BUILD OUT OF COTU T MEADOWS SUBDIVISION. O Q C) T_ < _— — U) O O z v v WCN M_ LL \ r z\ _ r _ , to U € «« SMH 38 u , _.. TiCD ,F . y . 02 1 ' N MW-1 c E SHEET DS- 1 z 0 F Q _U J O O V7 O H Z Z U U W U O J J J O 335' ° _ m JamCL � � a z wC/) ccn v < < U bi a m CI LLJo w w 3 O = Iw-- F= p � r w a- Z Z O O ZO � 3 O O U) O D U co oO _ - V) o < < (n (n (n w w w w Lu V) z0 Z 10�O O ZO ZO D U D 0 U af of Q U U Q ¢ W W W Z 12 6.25'-LONG INFILTRATOR CHAMBERS a ~ > Q > > (n < � w w oW � 3 � o' xp 75.0' TOTAL 15.0 50 � �-- �- z � zzNmujLzzm m ¢ ¢ s Q Q J � J J W Z M O J J N a- w m m � W Q Q m m CO 75" (TYPICAL) 4"X4" TEE (TYPICAL) r- r r- r- aocococ000 0 0 0 0 0 r- 0 0 0 0 0 0 pN '^ m N O O O O O O O O O O O O O O w s c J W r2 n d" O N N N N N O N N N N N N N N J ---- - m o 8 ROWS OF 12 INFILTRATOR CHAMBERS - _ ____ _ ——_— — F- N m O ❑ O O O O O O O O O O O O O O r U o 96 INFILTRATOR CHAMBERS TOTAL EACH BED- ' o� <o j �� N -- ----_ _-�-_ --tr --- --- W z O SIN t�Jl�l� COIF OOI OBI OI�IN I'7 77F 7+7 002 6" PVC THRUST BLOCK ———— ——— _�—_ ---- --- C C 15.75 •��', d �4" (TYPICAL) 6"X6"X6" TEE \-6" PVC � •p cm C) � ❑ m o y0.+ a .n d Z '9 L m • ' W L •� W • • Q y N O7 =:=A Z a a. re kn Lo W LL61 u = �-8" PVG ° — ---- ---- --t-- --r-- ---- ---- — Z Q Z 6 0 MANHOLE, iZ > ; Z SEE DETAIL, SHEET DS-3 ---- ---- — ____ —_ ---- ---- — V V W TO DISPOSAL FIELD 2, V N SEE SHEET DS-3. j 0 PHASE 1 DISPOSAL FIELD PLAN BED ISOLATION VALVES AND FLUSHING CONNECTION IN 48" 0 ACCESS CHAMBER, TYP., Z o Y ��=20' / SEE DETAIL. j �_ o NN X to 0 N (0 ' N F LL I 6" PVC MANIFOLD 3 (TYPICAL) / mem � 6" PVC FORCE MAIN - 6"X6°'X6° TEE a � � (TYPICAL) DISPOSAL SYSTEM CAPACITY CALCULATIONS � ' 6"X4" REDUCER COUPLING PHASE I LOADING FULL BUILDOUT LOADING , (TYPICAL) / / 4°'X4" 90' ELBOW DISPOSAL FIELD 1 DISPOSAL FIELD 1 DISPOSAL FIELD 2 (TYPICAL) DESIGN FLOW 10,000 GPD 29,500 GPD 29,500 GPD /' I 34"X75"X16 INFILTRATOR CHAMBER ' T �b 2" PVC LATERAL (TYPICAL) (SEE DETAIL) MAX. APPLICATION RATE 0.74 GPD/SQ-FT 3.00 GPD/SQ-FT 3.00 GPD/SQ-FT (TYPICAL) TOTAL LEACHING AREA REQUIRED 13.514 SQ-FT 9,833 SQ-FT 9,833 SQ-FT 0- 48" 0 PRECAST CONCRETE ACCESS * cx CHAMBER W/ CASTIRON FRAME 8 8 AND 30" MEDIUM DUTY COVER NUMBER OF BEDS 8 ———— — ——— ACTIVE BEDS 8 6 6 — 34 —.TYPICAL — --- ' �}O S -FT 1 787.5 SQ-FT 1,787.5 SQ-FT � � �\\/ _— __=_ ____ LEACHING AREA PROVIDED PER BED 1,787.5 Q \ � /\� — — TOTAL LEACHING AREA PROVIDED 14,300 SQ-FT 10,713 SQ-FT 10,713 SQ-FT 4" J-TURN BALL VALVE W/ 2" QUICK DISCONNECT HOSE FITTING EXTENDED OPERATING STEM E 0.70 GPD SQ-FT 2.75 GPD SQ-FT 2.75 GPD/SQ-FT 4"X2" REDUCER —— -——— -——— 6.25' ———— —— .. �. ---- _�—_ _—�_ =(TYPICAL)— ---- -- J (n ACTUAL APPLICATION RAT / / 90' ELBOW J MANIFOLD PIPE SIZE 4" 4" 4" 4"X4" TEE 4"X4"X4" WYE ~ � C� �W/ cn U) 0 U LATERALS PIPE SIZE 2" 2" 2" TO LATERALS __ __=_ __=_ _—�= o _ ____ _= z o 2 { o _ o ORIFICES: za C) (o O TOTAL 13/LATERAL 13/LATERAL 13/LATERAL —_ ____ ____ v =___ ____ _= 0 � w SIZE i,> —�— � —�— 0 w SPACING 5'-9 " 5'-9J" 5'-g " 6"X4" REDUCER W X U) 0 J OPERATING PRESSURE 2.0 FT 5.0 FT 5.0 FT „' J O Q a- v PUMP DISCHARGE REQUIREMENT 942 GPM @ 59 TDH 942 GPM ® 59 TDH 942 GPM ® 59 TDH 12" MIN DEPTH OF — ---- J" CRUSHED STONE ---- ---- O J r w ui BED ISOLATION VALVE AND FLUSHING 0 W � " INSPECTION PORT CONNECTION DETAIL ____ _ __-- ____ 5 w (4" PVC W/ END CAP), 1/" - W o IL MATCH GRADE Y - - Q O (� o \ \ \ \ \ \ FINISHED GRADE, E\60\MA\ 59.3 MI\ \ \ \ \ \ \ FINISHED GRADE w U W 6" LOAM w " FIRST\\-4" SAND�AST ON PORT CHAMBER ( ) ELBOW ON EACH ROW DIA PICA ORIFICES @ (TYPICAL) 5'_9 , O.C. 38 13 ORIFICES ON CAP E LATERAL REDUCER COUPLING 18 E FILL A (TYPICAL) a AND ENDS W ELBOW 2 PVC LATERALS 36" O 45. CLEAN GRANULAR U) Q SAND BETWEEN — ———— — — ———— — Q C W CHAMBERS CHAMBERS 10" MIN BOTTOM OF � O m CnQ U) FILTER HIGH CAPACITY -J Z FABRIC INFILTRATOR LEACHING CHAMBER, 50 SQ-FT NOTES: r W z J Q CAPACITY 16" OR EQUIVALENT 1 REDUCER 4" Q W L�L 2" PVC 1. DRILL 4' ORIFICES ® 5'-9j" SPACING ALONG MANIFOLD _ LATERAL O � CENTERLINE OF LATERAL. 4"0"W TEE AT BASE BOTTOM OF CHAMBER EL = 56.0' CONNECTION ' A W U �" r OF THE PIPE TO OF CHAMBER a: 2 ORIFICE AT MOST REMOTE END OF LATERAL IS I « ALLOW THE LATERAL TO DRAIN TO BE LOCATED AT THE BOTTOM (� FORCE MAIN TO D E TA L 3 4" MANIFOLD AND 6" AN 8°° � BE SDR 26 PVC PIPE 34" 6" CLEAN GRANULAR SAND 4. 2" LATERALS TO BE SCHEDULE 40 PVC PIPE. 1"=5' BELOW CHAMBERS (THOROUGHLY ROT011LL ENTIRE AREA UNDER PROVIDE 2" OF SPACING DISPOSAL AREA PRIOR TO SHEET: BETWEEN CHAMBERS PLACING CLEAN GRANULAR SAND) DISPOSAL SYSTEM MANIFOLD AND LATERAL DETAIL DS-2 NOT TO SCALE 00 P= F-- TO DISPOSAL FIELD 1 a 335' TRANSITION COUPLING TO TRANSITION FROM � Fes a-- a. c- z z z o 0 0 PVC TO DUCTILE IRON, TYP. w w �9: 3 F7- C7 (D 0 0 TO DISPOSAL FIELD 1 POWER AND CL � z CONTROL CABLE w w cn N 0 SEE SHEET DS-2. 0 0 0 6 ELECTRIC ACTUATED Q o z z BUTTERFLY VALVE [if v� in w w 6'0 MANHOLE, 6" DI PIPE 4 j w w � 0 o SEE DETAIL, SHEET DS-3 j .4 OfOfzz = 8" PVC ABINET 8"X6" REDUCER % J J U PEDESTAL D T ROL C 6' DIAMETER MANHOLE FORWIRELESSURECEIE S AND ELECTRIC VALES .4 6' a ELECTRIC METER �-*- 15.0' ►{ I I 6 0 0 0 o 0 w� a uj m N 8" FORCE MAIN l W o 0 0 0 0 N N N N N zt = CO o 8 ROWS OF 12 INFILTRATOR CHAMBERS - ` 4 z Q � d- N M In o o f- r SIDEWALK/ VAULT DOOR OR 0 0 0 0 0 3'X3' BILCO TYPE PCM ,l 96 INFILTRATOR CHAMBERS TOTAL EACH BED" 0 0 o a o APPROVED EQUAL, RIM=60.0' cn< � \� O-jdN , > 00 m �. . 00 Z w o o dd-H 4 6" PVC 6"X6"X6" TEE 6" PVC �—�-� " z 10 57'-8" 6"X6" CROSS a� r 34" (TYPICAL) F. \✓ i ��--THRUST BLOCK 4 �.� 12" 0 SUMP 4 4 Q POWER AND �� m 6 o CONTROL CABLE 6" ELECTRIC ACTUATED Lo Z a 5 C 7+7 75" (TYPICAL) BUTTERFLY VALVE U o o co co ti ) 5.0' 06 " uj 12 6.25'-LONG INFILTRATOR CHAMBERS dd N G. o LL TO DISPOSAL Z o 0 10' 10' FIELD 2 w � .� LIJ 75.0' TOTAL f�i] n 2 Z m L 0 y Z 325' Z > y fA PEDESTAL MOUNTED CONTROL CABINET > u�a Z FOR WIRELESS RECEIVERS AND ELECTRIC W VALES N 0 U N N O O 3'X3' BILCO TYPE PCM 0 D S P O S A L FIELD 2 PLAN SIDEWALK/ VAULT DOOR OR M 0 Z o�e r t` APPROVED EQUAL, RIM=60.0' > 2 N N 1„=20' C uj �U. . 6" ELECTRIC ACTUATED BUTTERFLY VALVE ° : y POWER AND 24" MIN. COMPACTED GRAVEL / \ CONTROL CABLE \/ d4 . 4 q. .I `/ 4 4 .� 6"X6" CROSS LIND 4 FLANGES. MANHOLE STEP, 0 0200 c� 12" ON CENTER 8" FORCE MAIN I a 'Y;ti 12" 0 SUMP . ,q4 4' 4 T — qq� •4.'. 6" U J 0 J F— COMPACTED " CRUSHED w STRAP PIPE SUPPORTS TO PIPE STONE, 12" MIN. z U) N N O U 8"X6" REDUCER AND ANCHOR TO BASE FOR — Z) o 0 °THRUST RESTRAINT W = o i Z) CD (Qn w o 0 J Q a D SPOSAL SYSTEM AUTOMATIC m 0 < VALVE MANHOLE DETAIL- � O w_ � k a � SCALE: N TS J W w > o LLL I— w AUTOMATIC VALVE NOTES: w H w C a 1. PROVIDE ELECTRIC AUTOMATIC VALVE SYSTEM TO DISTRIBUTE EFFLUENT PUMP 0 U FLOW BETWEEN DISPOSAL FIELD 1 AND DISPOSAL FIELD 2. < U o z 2. AUTOMATIC VALVE SPECIFICATIONS: w w 0 Q w • MANUFACTURER: GEORGE FISCHER, INC., OR 0- APPROVED EQUAL • TYPE: TYPE 142 ELECTRICALLY ACTUATED BUTTERFLY VALVE • SIZE: 6" • POWER: 24V 3. EACH AUTOMATIC VALVE SHALL BE CONTROLLED TO OPERATE IN SEQUENCE WITH Q A SINGLE EFFLUENT PUMP. THE VALE SHALL BE OPERATED TO ITS OPEN w POSITION UPON INITIATION OF THE OPERATION OF ITS CORRESPONDING EFFLUENT 4C1/ PUMP, AND SHALL RETURN TO ITS CLOSED POSITION UPON THE PUMP SHUT OFF. Q 0 4. BOTH VALVES SHALL OPEN ON THE LOSS OF POWER. J (n Q w 5. SIGNAL BETWEEN EFFLUENT PUMPS AND AUTOMATIC VALVES SHALL BE COMPLETED U) ~ -J BY TWO WIRELESS TRANSMITTER AND RECEIVER SETS. TRANSMITTER AND 0 m RECEIVER SET SHALL BE SIEMENS WiPS-101, TGX16347-301 OR EQUAL. AN OPEN a 0 0 = Q AIR TEST BETEST THE CONNECTION BEEN THE U) >- < TRANSMITTERSL E AT T OMPLETED EFFLUENTTPUMPS AND THE RECEIVERS AT THE DISPOSAL — Q (W Z U) FIELDS PRIOR TO PURCHASE. FIELD ADJUSTMENTS MAY BE REQUIRED. RECEIVER 0 J 0 Z ANTENNA MUST BE MOUNTED AT A MINIMUM HEIGHT OF 14'. 0� Q 2 0 6. WIRELESS RECEIVERS SHALL BE HOUSED IN A NEMA 4 RATED ENCLOSURE. Q m 7. ALL PIPING WITHIN VALVE MANHOLE SHALL BE DUCTILE IRON. Q — ~ Li- FL � °- 00) � w , � { �--- 0 Q w SHEET: ►� 4. 2 _ _ yp y _ titi� _ w I _ CDI - I fe 1 Q - - - - Off — - - y® O� I ti v e� MA INE L1J PC=32+91.57 J '�� °2� w O I Off' cod p.� �-••-+ N z ti + O� I N y I ry y il \ W _ _ �—' —� � O� PT=33+23.19 I w Y H ----r— +O� \ 0 vv LLJ o s PC=5+39.85 ° \ �[� T j f4 ) � M � � a� � � G _ °OJ 0 00 0 y0 w �O FM ________— FM —"�-- \,\ 4�00 \ \ '� yp i FM �\ G „o I I \goo STORM TER ��o �" y p c vs �� I I SEE INSET HEREON / MANAGEM y '� \\ FACILITY #1 O� I rt O� \� G \� \ \ I GRAVEL WAY � T��j� 00 y0 y L�,���� c I I (� 3+75 50 ol PC=35+07.2211 ` y° �� o ooX �S I FM TREq TE O� ZN ox F 0 � C s . o ��' 0,A01 >6 Is o/Sp \ \ �\ g 1, ° ,y0 S ° , ES/ON Sq� STORM WATER MANAGEMENT R /�X� Y °Ty Eq \ � .� z FACILITY #4 o \ oo k��8$ \ ERS) \ / STORM WATER �5 0 MANAGEMENT ��,��, `' FACILITY #7 U o o F, � \ // LL- o 4 0 0 o s -1 �( 4+00.92 y l/� \ +74.3, --—�,00 S S +� -00 WASTEWATER — 7+°p _'_` ' / Y W �. "!/ ii'' ter-- C ,t"� .-.Y1 6 ' + \ .1��, �m f : ,� TREATMENT AREA DESIGN BY OTHERS o \, � � �� X s �sz 00 �m SITE LOCATION STORM WATER / y \ MANAGEMENT Cotuit Meadows Subdivision • \ �. FACILITY 6 �1 yp f' 9999 Falmouth Road (Route 28) - Cotuit Barns__table, Massachusetts W � / PREPARED FOR `" w Cotuit Equitable Housing, LLC P. 0. Box 95 °° \, w w Centerville, MA ., 02632 -� , 4►. 3+00 TITLE STORM WATER 2 00 k.,' NOTE: . . MANAGEMENT S o �'� , Q / Master Utility Plan FACILITY #5 FOR DETAIL INFORMATION ON TER SEWER AND PROPOSED 0 P 0 S E D WATER, B AXTER NYE ENGINEERING & SURVEYING DRAINAGE SEE PLAN AND PROFILE SHEETS Registered Professional Engineers and Land Surveyors 78 North Street -3rd Floor, Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 moo=s LL 50 0 50 100 INSERT _ =_ SCALE IN FEET �z•s 1+9C=Od \ / v m PACE SCALE: 1" = 50' SCALE: 1 " = 50' co ( 1 PROPOSED 12" WATER LINE. TIE INTO EXISTING 12" WATER LINE IN �- BARNSTABLE AT AMOS ROAD (COTUIT WATER CO.) ° 20' EASEME 20 EASEM§NT FOR W s FUTURE ROUT 8 WIDENING, J FUTURE ROUTE 28 WIi�ENING, WATER LINE` D UTILITIES CONTRACTOR TO VERIFY IN FIELD THE LOCATION OF THE EXISTING WATER -- _._. — W �- W DATE: 03-19-07 WATER LINE AND UTILITIES x `lv' _ W F / > LINE PRIOR TO THE START OF CONSTRUCTION. W W L0 �-- W �(/ —� W W W W W W W — _-- W o __. ca 1� SDM 5/2/07 REVISIONS TO NOISY HOLE ROAD ROW Cm4n _ROUTE 2_8 FAL_MOUTH�_ 9c AD _ _ _ _ No. BY DATE REMARKS rev Aamu rw - La am - PLAN B or im Paces ss � DRAWN BY: MTM DESIGNED BY: CHECKED BY: MWE DRAWING NUMBER J -- s 0: 2005 05-214 CIVIL PLOT\2005-214-UTIL-MP.dw 2005-214 O O N Ln O N / 1 I I N OTE. O FOR DETAIL INFORMATION ON PROPOSED I I WATER SEWER AND DRAINAGE SEE PLAN AND PROFILE SHEETS y o -✓ 1 k � \ �v GF'�0�5 '�� II 10 G°� / ) \ RIM=62.0 c �� fC INV. IN=54.13 \ INV. OUT=54.03 G k°� RIM=63.0 INV. UT O = \ INV. UT53. � G yQ o �Q QO / SEWER PUMP UJ \ 1Xo y HOUSE INV. IN=52.78 O� \ y `b � yp INV. IN C yQ� =48.14 \ °4 � s, / �. ti o s � 69• ko O<1 F��2 SMH 49 RIM=64..0 QG o �� INV. IN=49.29 0� �N yQ INV. OUT=49.19 s /j yp Fes, off"' ,� �� ,,� �(6 CA �\ Q�CA STORM WATER Pr=27+�2.17 y� ,�O y MANAGEMENT O k86az FACILITY #2 o y i 1 o c O O � � G _ y W �j � PC=11+28.03 � I ��---�T-�-_. - o G S ti PC=10+78.78 _` (�Q V, `L'` N774 2 ar I _ c rI Ga ryl%� w � d SITE LOCATION �o R o`� 4 . Cotuit Meadows Subdivision 1 �Q `� - tio�' �' 9999 Falmouth Road Route 28 �o �� y° G I oo p� / yo Cotuit-Barnstable, Massachusetts W y0 O� o w �','� /� G PREPARED FOR rx s -�' ti Cotuit E , LLC � o �ti0 / ==/ Equitable Housing,g U� oo y I I P. O. Box 95 �6k Centerville MA . 2 O + O �OD� I , , 0 632 SIcn� ;; O I TITLE CP Utility Plan o Y v o � y x��, B AXTER NYE ENGINEERING & SURVEYING fix° + 0 z w F� y0 0 ,..a Registered Professional Engineers and Land Surveyors r d I pc s s`+8 = Id 78 North Street- 3rd Floor, Hyannis, Massachusetts 02601 Phone - (508) 771-7502 Fax - (508) 771-7622 Ln w I I v �� — y o v0 N , F� O� I � 50 0 50 100 ,y0 �---� `0 / yQ '(0, SCALE IN FEET N � o \ 3 ` SCALE: 1" = 50' STORM WATER '0 + cn �j . cl� ��� y 0� MANAGEMENT FACILITY #3 <G' e° yO`� D STORM WATER / (p DATE: 03-19-07 MANAGEMENT N FACILITY #1 O< \ �! O ►�, o �� �— 4. yp �'�� �l SDM 5�2�07 REVISIONS TO NOISY HOLE ROAD ROW Cn4n2 /_ - - — - - - - — - - - - - - - - - - - - — � N0. BY DATE REMARKS O ° O o DRAWN BY: MTM DESIGNED BY: CHECKED BY: MWE MA I N E — 4. y O O DRAWING NUMBER ti y 0: 2005\05-214\CIVIL PLOT 2005-214-UTIL-MP.dwg O CA 2005-214 O