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HomeMy WebLinkAboutTank Installation Plans - 1995VILLA(t GUW. 1 LOT 3 o0 NDS 5 WATER SERVICES NOW IN BUILDMG \ MUST BE CIJr AND CAPD® PRIOR TO CONSTRUCTION. (per water dept.) N/F CARVIL L. ELLIS LOT 4 it - NOTE 2: STREET ICER MUST BE r-- TABLE OF DIMENSIONAL 'REQUIREMENTS NgUNTEO ON STRUCTURE (per Town Code) ffiOPOSM ` ' o QO A � s PLAN LOCUS SHOWING --WELL LOT SIZE 20,000. S0. FT: 48.799.36 SO. -'FT;-, SAME exist. leaching field MIN s • Vj64L CW 198.76 FT. SAME \60.,t�` bl b)7YMM. FRONTAGE 125 FT. jg t. caMPY dg, tarapy r t w C. a i �^!. FRONT YARD 30 FT.?n �: SAME 30,00 FTN/F COACH LITE %% r. o. `" wnt 78.34 FT.//S ry roe �,"` 5 `F ' �g�y ` '�, bldg. carmPY bldg. oanoPY VILLAGE CORP. ' / / / / '�j, s ` ` ssrr a con o , ,• MIN SIDE Y 25 FT, SANE • " 72.32 FT..,. o ti 1 n •+ 18.52 FT:" WA LOT 7/>. Pry r9•arpster location al } iba OND ' - U a f + exist. 3.000 gallon o' % / / / / ? > • , , PJM f4EaR YARD 20 FT: 2527 FT. SANE / / / / // / // a tOXZO' concrete pad wf screening .¢ ' Septic t /. / / Y''•' Jd}'`r'�rMw� `.•, ro'o't t'�.s..`• -� %. / �/ / proposed infiltrator field „j o �d M " a u : t. . 6 •x �c "l , �MAX BUn DMG COV. 25X 13.5% it 2X exist. 1,500 gallon 44 �/ / / / / i 5 units 34' wide x 40' long to c.:� `d��\ ,�.� ;*,�_ PUMP (see iNFILTRATOR DETAIL) «.ePa. a'r� i 'M $` ti ,• p eon ,r / / / / / / / 99 FON - ' V'�'gestg7 j; f/ dy 4ther� .p• tai. t1 .. +'' 20.00' 91 J f exist. 1,000 gallon? " • »v «k MAx IMPERVIOUS AREA 70% 46.1X 54.x" p '4 grease trap plug existing Sewer line - - - 10.00' exist. 1.000 ger gree trap / / / / / / / / 1 g existing trees to be removed t 4 gallon se tr / / ♦ f n Atl • •.r .� fi r 2: r to be abandonedexisting fence 9 proposed asphalt berm ,! " ° �,r t r . /`�'i` eek T A N K E T 1 L_ " S proposed loading zone v\ / / T' �` I - - - - - - - ,' d/sT to ; _ 3 , x.=, (12' x 509 o > \ •.. , - ''39.00' : _� 98 existing tree Ih)e to be CUt bade r -fir- .°^ ,� �' t �� �)��` ";» n„ ', ��� PROPOSED '32' x 34' CONCRETE PAD existing edge of pavement / \ 10 ; c ;` ^ 1 i :b , ,11 ' \ J - �/ �� h, r�`t �� ah o J MOPOSEONITOR PROBE CKET M3000,INTFRSTITIAL . exist. r / III( ! s j • a . l'y.., +�F . %{."` �.., aTa't'r t : �' PROPOSED 3'.EXTRACTOR:'iIAE W/ '233+0-24222 -VALVE `4 I/� sem- ) f„ y,. :tea: • ,,.s V.i. 5 �a'e..1R >,�ti , _ 'cT Jaz 1 <.4� ✓a tom, . t . F ASS.. DPW 233 -VM W1.53VAL FLOATOVERFILL PREVENTION i 20.3 �• } - r� VALVE AND STAGE U ,VAPOR RECOVERY (3} filled-in / r O _L p J s l i f, i z -. / r - - � - - -- - - PROPOSED 4' FILL RISER A OPW 61 -T -4 - swimming pool I i ��� a o DRWP ,Wt W/ VAPOR SEAL ,634 7T 4' TK�lT FILL CAP p) �rop infiltrate fieid p O _ I ry s _c o ------ r.- - i I 5 (n 34' wide x 4C�on9 r PROPOSED SPILL DCMAMIIT MAta10LE, �� ( INFILTRATOR Ax t p - -- -�-- G --- -- f r-'�7-z---J y ----� -T - --- T --- ---.._ - - - - - - / / sed 3' vent line 0 ®W INC.. MODEL 705 -BG (25 GALLON) OR ErXJIV. (3) `� v �- "- - - 40.06, / / 4 proposed 0 COACH LITE C/ 1 ! (remove) ===J c 8 A PROPOSED SUBMERSIBLE PtJti4' wr LFJ K DETECTaR " VILLAGE CORP. ` l I 5. pr ante 1 °� 3' vent riser RED JACKET -,-Vi HORSEPOWER tz) j----"_ - LOT 7 t 1' 3proposeq cape. waikl _- - __ _� �} a PROPOSED FIBEiBfM S(3) NFC. BY WESTERN F6ERniASS A °j° 3SIP�fiON BAR WELL (4) ., MEL TAP 488 17930 Q) ' � p ) i 6 hist. tree t0 be removed (2) � PROPOSED 4' DIA. SLOTTED OBSERVATION FOOD'S ST4flE �z 3 F�EG 87) , 4.08723 $QUARE FEET - - 1. � 8 O o ; o / : `; � � PROPOSED 3 - 8.040 GALLON (8' -0'x26' -X') li1JD�flOUND i % ' S fT STS IS L T -O' 13ELOW�GRADEINE TANID"uE TANKS. proposed 400 watt metal halide FaB4 93) ; NOT TO SCALE BOTTOM TANS( is 11'-0' BELOW GRADE} I d tamp on a 20 pole (4) ( -------------- proposed 3 - 8.000 gallon (8'-0` dla. x 26'-Y21 2• underground fiberglass double-wall gasoline storage i existing tree to remain l �I -f 20.00 III, 72 3 rn tanks its of tanks are 3'-0' below grade and II' bottom of tanks are 11'-0' below grade} exist. vent riser to be removed (3) F \ Ctyp.) I: I I I I p �• (see 'TAW NOTES9 TANK iNSTALLAT10N NOTES AIM 96.8 { _:."rt� TOWN O F Y )lLR M 00 T H exists stockade fence - o .��.f.-�'..T' is m eau UTM rnssux�xtrs ozm. - n9 1. The undergrourd gasoline storage �tariks were instaitod in the remove to 1st. portion of Sidewalk ,.J ' e o . s n 'o r s) e e L Tit month Oi 19 prop. H.C. ramp (typ) � ti water mains to be cut &capped (typJ s `"''n 1,11 °"' `" °" `°r " 2. All underground tanks "to be double -walled fiberglass. existing 7 y _ ' : proposed double-wall flexible L -J •. Undera.nd _lane. Testa remove existing potion of build -- -- - > R-eo & cone. Walk 12,60520 S 'tt.1 fiberglass ft&I IInES r1 r M .,t lc..a Pian w l el.dad Ywt .at l r eaof s. w.. st.aai «. c.. 3. TAMC° CONTENT CAPACITY y/t /'.- / ,) ; /. I - nn (Oi .avlas of Diana W sDatuloatan. .roe vM.ri+dud ttarafa Rai.. J II ' CgenCfet d { �- �' '"abed Oro., tnaa Town. Of T.exwtn za,uutihn for Sendlint and, sear.;s of xisting Vee to remain y proppsed 46 x / Pa ` \ proposed asphalt berm (typ) %5 -To.ia " satard..a MC.rLls.- 1n appli..tiw far installation of the atart,e A ga$Oime 8,000 Oallarn •� / �.kr 7 tanker U also ooyaired K tela Mae.. `1 �-exis Ing aspha pavement 1%1a ♦♦ S ' B , ger°ohne -seao•�anor�'. "• ` ` i' 1 `� / ed $tagp l A t. .Alto. of the tw*ta and ptaduct to M stored.' _.�}-^'. propos - Cline '6.�0 g2110RS j COnCfele S i-- -_. --- r - ! f '� vapor recovery Itne ', - 2. -'Tru err tontt.):to, pee orf em tt.m):. oo.hi: rolls en the tante vd p�opoted 3' x ger N/F COACH LITE exist. edge of pavement '-Tsiand w/ 1 (2 ) BLENDER (2) / 2.00' 1 xisting edge Of pavement rei.t,d piping ole.rlf .rife. C fps VILLAGE CORP proposed 32' x 46' canopy .: \� J 16.W' L �. i. toeetion W iP of all taNa ud related piping in �,d �SSatLr6)- m I i I ` e removed a. t plan laan..tatin too !lttoaee of tt. tank. to tit. n.,r.tt 4. The Interstitial Space 'of. 8 tiouble waited tart( shat) be :tarntli ua)si ' existing tree t0 b tan, call and w pr1nN calla erthln 2!(q hot. LOT 8 pr sed 3' dia. Isl rod barrier (4) r�� " _ < Ca monitored for both water and stored product (RED 'JACKET PPM3000. `` x, 21 ft.) / 3' x 12' txnaete gas / / : RRA 978 w/ RE400 203 5 Mterstitial/Sump Senses) and be equipped with an aWio/ eXISI. rental sign (approx. Sq 1 S. Area. or weer linos. a.yete ,rite, r,a peia.rr au. r� our lines ( J to be removed �, � �Iyr)d w/ i (2 ER t t Area. capeeit7 .r a.peta .,a... visual alarm system. proposed Cont •]p ( / p -� / 6. "fled waelt.cet.en. aM lor-t:ma of mM.naCon Ila & ice maid (2) t97 5. Ails pfY Imes are ('WESTERN ,FIBERGLASS PI 4500 C0 ILEX) �l ble (1...., .L•e, d.pth is grew.d,nt,r, erwa:a.etiaa,l profile. ' fiber l 99, ot-.).v.11s gust w fite(S) feet into ane ground water.ith ten(i0) wall. nes are Vapor'-. recovery " Vent lines are single -walled . �� root edre.n. fiberglass below grade. and galvanized schedule 40 above grand exist. collar lines f R•a' o (! 3 p �' I ' !•' 1• ^sp"IfScat'-ens and laretlon of sn ewm.oi.look detection k"twz _ . proposed 1' wale mal; ( o r \ ( \ e. a,tal!M Lent MW piping opoa3fi.aren;.having rant a.et,tim • 6. Piping shatl be de`sigted and Installed to ailoW;for testing without w PVC Slee I c'--._ -_ N _- ---- \ o: ata_..! a u. aeFu of b k. M.rtlat pmba.:on n2ul ed n _ C, rill pipes - after opoelfiaatioos .nor esaas-oo<t.w. excesSiYe exCavatlal. - �. • fj i R-3Oi�^ ,..: ��� R"•J0 `^� \ 4. tnattl3Rieh eefiedule telZMludi the freparati' .m1'the tetCat P. 7rn5 7. Provide a float vent Valve at the vent Zine In an extractabl +�• It W.G. s.hedul. far tentf sae Piping t - fee - G. (2) j P. 7/MN 10'j; ZOg w �8 %6r � R1M •982 ,q- !t W --� t0. Rhe plane suat hate on each ease .n of.Lhiil }ntinaat's Stapp atter assembly (DPW parts 233'M.SD w� a 53-�- � l) and an Overfill 1� .eqquuaa F.H. _ ; w -n �! W nor dieclhe Ma un.a a At,1. hr.hanlel «• Snita-,).; pa.,e, container On f111 Q1Ire (08.W. FLEXCATCFI model* 705 BG} s � �p �� � lneiude thea.es of GM r+b�•r Mo ell bennHto. w.� . / G.- i` a equal. ^z �n .. - it. .Toe .ntt++e.r 1, to tmweL W wrrif7 allptue+s, .rod , . .,obit r.ritt.n Lotter of «rtirlettien .h if�U SSeaL't - - - exist. asphalt curb 'n• 35.00' c � ri<. Dawn -,rots epa, pnpletien - t .let. $. A Ifne` leak detector {F7C2.y) shall be' pprrOvfded Ort P� 24.0. - o the discharge Of a Temote p(np.'Doub!a walled haus concrete sidewalk (typ.) 30.00' 24.00 to be removed (typ) existing 4 bitun (prop. Cab cperngl a.. A .et or •,.-wup• pl.n, I. w to ►ult:itt.d to the Pealth piping and iranway sure probe DIED JACKET *RE 400-203.51 location of water service (prop. curb opening) existing street sig) to remain .w cu. &p,r5anta. exist. store sign (approx. 24 sq. ft.) proposed asphalt berm (typJ 'attt: 9. There are" 4 - 4`. Slotted PVC observation wells. it a each corner of to be removed plans. :: art in to edea: to the tank installation.) a, Prean, not* at ro Ln=+r=t•m Hots th.r�,t O! ,2. reit 4 If ,�_-.arxs t'L• 7,,� u -rd err tiro 5r earl lea a .e 1D, VYTIVL.lt/eNCflATOR: (day a night)MAIN S TRE E14"' T Vl1 L'V'-� 7 Or a - CurtvIand Ferris, ft.0 U 9"TE 2 8 FEB 2"3 19 8 777 Dedham Street -' '- proposed double pole sign (24 sq. ftJ Cannan, Massachusetts 02021 ,.,f A� R' nMl ArslfRadSfLtn rntn els-4M) HEALTH`DEPT. rE 1, WITH 2 ADDITIONAL WOUS AREA. PERVIOUS LOT AREA. 4 DRAINS M THE PROPOSAL. THE FT. THIS INqFEASE AND EAST OUADRANTS ' 6,42652 $0. FT. (54.") e .. _ ... .sn0. ..a. ). ..�. N r . ..,, ,h" a i _ , '' - ,. .. r .. - - a � t , x nT_ Stare 2268 _ \ \' V I Ht K�1�] V Y 18 IIIII „ I 11 dl : x 6'-0 ; double-wall fiberglass .8,000 ga on (96 a 2 ) g 19 25 : " '; 8 19 " ,' 25 __ undergroundgasoline storage tank b(ERXES) . I 18 1` " -I I _ i29 308 " „ II ,. �'-�.1I -�,I� _ P.M.P. ASSOCIATES 5.5,, p . ©QJflJf'1U'`J STREET t 1a 6,000 .gallon' C95 dia. x 20 -6 <YZ) double-wall fiberglass (� II ,III - , 1t 51996 �N `-' ,underground"gasoline storage tank CCERXES) - , ..I .1'�� _- r,. Y F�4ST . BRiOWAT�. <:MA :02333: ; ,:. _. ,: _ -°:`` 2 UZ H.P. RED JACKET" submersible pump, w/ -leak detector '_ _ .- • . • • s--::. .... _ , f ... ,. .: , - a a Y._ .. -fviSF , � -� � ., ' ' I1 �II� �. 'II�.� < I 3 RED JACKET leak detection system w/ URE400-205-5 , Y ,1,. I�I�r 'I,IlI'1II I Z .; "' 2 . in 3 syphon bar' '(double-wall f . . , 31 i interstitial/sump sensor : ��15_ -' _; : fiberglass) y _ - : , . 4 2" fiberglass supply lines in' 3" containment lures; (AMERON' DUALOY . 3000L) ; :: ,I��. . .D_ -: r. I, l l �I s " a ,: 1. .. . ... r .... , -. ,. ==f .. :', ,. 4a t" ,(WESTERN FIBERGLASS PI 4500 CO -FLEX) s pl line uP Y .�I�1I- _ 11 _ f , �`�-sYPhan . �._. , . :� 1I II� "I1- -�.II I . . �I system. 1_ - 2'" Wire cable supplied w/ probe. 1, .I :I1 :�I�, ' I' _ I 6 electrical conduit` for submersible pump > - I, II I� ,I :�,.­-�.-I­I . , , 22 � ,I,II-" .I. �I 1 22 ,�- � 7 18"- dia. cast iron manhole; OPW #104 -MW. " , � _: 20 :. I I1I 27 ,. e , .� , 8 36" ,dia, r`cast Iron manhole %�"II � ,; II, 1 � I �4", .I1 I. I� I" 9 fill riser , OPW 61-T-4° drop- tube w/.633T 2 0 tight filly adaptor, and 634 -TT -4" tight fill cap. I location f� _ Ckof tank ' strap clip (typ.) 10 I3".extractor tube w/ 233-MSD-2422valve ,extractor assembly 1 I (OPUV 233 w% 53VML-0180 float valve) 32 .VM flow will' be restricted at 6,990 gallons (10,00(KC tank 8,694 ga.) I II ,- I I 11 2" stainless steel flex line . r. �. .II I, II I-I � .). 26 26 I. t. 12 3"1- fiberglass `stage 11 vapor recovery line. CAMERON) ; 1 I � 1.I. I�. 'IIII%-�� I 13 3`' 'fibergiass, vent line. (AMERN) , I ��I I 1. I �` III - .I1��11 � o o 000 opo ' , 14 Spill! containment manhole manufactured' by EBW . Inc. Model I _`° `i05 -BG (25 gallon) or equlvalent. , 12 2'-0" 28 1 15 4' slotted P.V.C. pipe observation weU. C1 .o each corner of ,I 16 �, 29 IY , tank ,installation (4 required) , 1, -, T f1 K 1 E L_�� -7 S S S C t .` 16 `Sri - a 'each � observation well. .I ",: 1. .III .��I� I SCALE 3/8" = 1 0" 1III I � � 17 Epoxy seat per, NFP specs.,' .;. I . .7 � 12" Pea Gravel Bedding under tanks ,(typ.) ��I' LL , 1 -0-kI 18 8" thick'conc. "pad w/ 6 x 6 `10/10' wire reinforcement. - II x._ (H-20 'loading) . ��. I. ,IIl -I 19 45,rebars * .8" 'o.c.e.w. `(typ.) , ' I I- I.� I�� II .: ,. 20 Pea gravel backfill around, tanks to extend .12" below bottom of tanks (typ,) ��-II � - 30 18 19 25 8 .:: must have min: dia, of, 1/8" and max. dia. of 3/4" (per_XERXES guidelines) I . � - 7 Z`, 21 Weatherproof junction box wl YZ" ,NPT studs (16 - cu. in: min.) .. , � I��1- 22 22" manway manufactured by XERXES %II% II" I� 1�II� I .I -_ - 23 Inventory, Probe to bottom of tank (RED JACKETRE400-333-5) I � Tomonitoring device \ 24 I 24 42"containment collar w% turbine enclosure (WESTERN FIBERGLASS) : � I ° 1 25 -1 thick compressible loam . board (typ.) , I, :III. 1� 4a I1 - ` . I� ..1, i I7 17 ,.: ,.1, � I 26 10' ga. steel, wear .-plater. (2)' ,�I,�I- �� I -I I II" I�.I� � Hoid down straps by Tank manufacturer. - � I 1 I.�,' ( I ( VD27 i -�%l,��,I _II�_- 28 Concrete deadman w7tt6 rebar. � , Size to . bs 1 �- ,. 1,� 1 � 1 -1IIII� 3 1. I i , I per buoyancy calculations'as prepared by William Smith, -P.E (attached) I I.I �- i . 29 Y"• galvanized turnbuckle" `assembly w/ hook ends. �� I 1 22 27 1 I r I-, ,11 30 asphalt pavement I I,� �-. I\:I,I:I.II� II1I , 20 1 .I, 1! 23 I1 - I,I " 31 stainless; steel -flexible piping,(TELEFLEX or equal) ,�I I1 .- i _'I, .I; 32 TYPAR Geotext#les style #3601 filter: fabric . ��I II� 11 11 �-I I.I - 1�I 1�'I.�1 . % ,-�1 -II I-:� I- II it 11 I . J . I . . . 1I .II.I�-I 1�I­�I I�- I � I II II � ' I1 II �%., .I�I.� I I % � ..� 1. �I 1 � l I� -,Q 26 _ II .. II . I 1 � �" I:I1 - - II% 16 $., 0 4 -BLE-I VALL Il .I . f iBER �II1I ED tSi�f=NSF R '. CC7NNEC t 1C7N Chi=Tri IL I 1i . _t.ON SCALE 3/8" 1-0" I -� : , - II-'�-� ,. 1. sc21e N.T.S.. 1 1� I-I II . ;,. , . . -*1 — 1 II dispenser _ '1 I � I II ..: �, ' 1,�,�I..I iI.I� "� 1h"' dispenser inlet - II1I-�I � I I . II concrete island I,, ��I ,�'�. 1��,'­I1 Z' o.00 r -- " '(� I conaete pad I:I, , ."'��� I E_ compacted backtili--. _ - _ , T{ " . �.II- , " . . . , ��­- III ,II ALL MANHOLE -OPENINGS MUST BE POUND -OF 1""I . r AND CAPABLE A' H-20 LOAD (16000# - , emergency, shut=off valve" . II PER WHEEL, 32,0001PER AXLE) 1I W rrm el mf . b rod el OP _ 9 .. ' /� 1 . , . 0-RF<or to uai , . t (e -4 'steel i . Yz schedu 0 _APe I�II �II, A ANK X AVA i N L HOLE , E C T O TO L T S BE , . I1 :. < ,. , _, s , Flexible :entr boot .(AC -8420) _ " , 1 Ys "s0edute 40 ;steel elbow y I . I,III BY FIELD CONDITIONS. < : ."DETERMINED �,.I �, fr m f ,. , 2 518. om botto o s �- " . double waif i 1 ppn9 ' _'I ­�I,. , .. ;I.- , di > ser contafnment box> : Pe W (�A ESTL( F113ER SS , , , _.: ._ .. f . b WE ti' IBERGLASS �' m SERF 14 00 CO-, EX . ( 9 Y 5 FL ) .., - , ,.: , _. ,: ,.. _ .. -� .. - , model l5VW. :1129 03 ) ,I I1II I"� , : I. .f I�'I 1I1 ,lI,�I1 ,- - ) .r. r . i " III 'I-.I� ,I,a1�I :I I ,tf _ �� a -, er . Stare 2268 J , VV H _ V U L.LVf V I Ht K�1�] V Y _ . _ . r _ CftA� E. PAULT P.E. . ;'. r s .,1. �. MI z M o PER fiA __ ,. " , , -... ., ,. .; o � , _, 1/2 .1 0. _ i29 308 _ P.M.P. ASSOCIATES 5.5,, p . ©QJflJf'1U'`J STREET t v {11 tv ..93 1 C 9 A fi'- - _.. . , _ Q c � o , 1t 51996 �N , j f r,. Y F�4ST . BRiOWAT�. <:MA :02333: ; . ,:. _. ,: _ _ .. 777 Deg7a 'Street . Ks .Can Massa _ criusetts fD2021 , , f ... ,. .: , - a a Y._ .. -fviSF :. , , ,. _ 8) :378 3� 2f . , .,.1. .. ,. r _ f . . T z -„ . A 1 { TA I S LLAT T ALS _; ;11, , I 11, _ .D_ , ... ' a ,: 1. .. . ... r .... , -. ,. ==f .. :', ,. '. :' I _ 11 _ f