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Home My WebLink About1 Hedge Row Proposed Conditions Site Plan 2,..s. 10 - Ir Aa_..5 AR iPED CVFK SEPTIC SYSTEM` A.) NEITHER URIVEAAL II_R PARK J.. `UNL ES5 H-20 COP.4PCNfHP� ARE i.15ED - - B) THE DESIGNER WELL NTC+T RL RE5FONSIF F F^ i�� S•,STEt I A5. DESIGNED UN'-.' LESS CCN5TPUCTEDJAe 5HC, IL -A.PIx �HAI.IG ES 51 LEE AFPRC: ED IN U RI'[ING:' `G r CONTRACTOR SHAt-!: _E G_SPCfd51E1 = F0R','FP.l- ING Th'E LOCATION CF ALL TO F ^F F 1 WOP.K. UNDERL;ROUIJD 4ND OWER IF..0 UTILITIE.. J,R L .LII_ I1� N ENT O DEPTH FROM SURFACE..: (IHCHE:)- SOIL HORIZON 50IL TEXTURE (UcDA) 501L COLOR : (NIUN5ELL).. SOIL OTHER MOTTLING A A Loam - Fine Sand I OYR. 5r1 NONE -8-25 B: - - loamy fine Sand 1 OYR 5/6 NONE 25-78: Ci Fine Sand i OYR 7/G NONE- 78-122 C2 Ver Fine Sand I OYR 7/3 3�, NONE H2O L. I Utl- -" CONCRETE NATEP TIGHT RISER_.OVER II''LET ANT ^ -LET TEES TO %%%THIN U Of ' Pere A 90'. H20 P 116" STANDING' 3 BLDKOUM DWELLING (� I I U bFU = JJv �r v LEACHING CAPACITY REQUIRED: c 3 BEDROOM5 (MAX.) @ I I O GPD = 330 GPD REQUIRED 0� SEPTIC TANK CAPACITY REQUIRED. DAILY .FLCW = 330 GPD @ 200% = 660 GAL. REQUIRED 4 „EPTIC TANK CAPACITY PROVIDED - MIN LLOWED --; ' 1500 GALLON SEPTIC TANK. ( ). -'. . PROVIDED'- NG CAPACITY CONSTRUCTION NC�7 _S: LEACHI T CLE 2' EL- 1 2 7+ r.;T r) ro) 40' x ' x 2' LEACHING TRENCH5 CAN LEACH i ALL CONS TRU, SHAIJ CONFORLI TC THE Sl "E trAV1RONMENTAL CODE, ' .:TITLE 5. AND THE P.EQUIRE"+LEPITS OF THE LOCAL 50 �_p - ff HEALTH `2) 5EFTICTANK(S), ;P.F. TFT k=;. II'" CH A I' E (h) ANC DISTP.IELIT ON BOX(E5,)..-HALL .6E,SET CJI .E- EL 5TAF LE BASE .1 H _ H. H:AS EEEN MECHAMCAL Y- " 'COMPq[-T.f vR ON A.:G 't.1_ri CRI SHFD STONE ?q 3) SEPTIC TANK(S) 5HAT1 i 1FFT A!7Rl 5TANCARC C 27-e3 AVD SHALL HAVF - TES H DEFTH FROM SURFACE ;.(INCHES) - 501L 501L' : HORIZON TEXTURF :. (U5DA) - SOIL I5OIL COLOR ' (mUN5ELL) OTHER MCTTLING C-10 A Loamy Fine Sand -'. EO 5/1 NONE ` -•. 1.9 ., ':B..'• •Loamy Fine Sand I OYR 5/8 NONE 1.947 - C I - - Fine Sand I O'YR 7/G NONE G7-120 C2 very fire Sand I OYR 7/3 NONE - -" CONCRETE NATEP TIGHT RISER_.OVER II''LET ANT ^ -LET TEES TO %%%THIN U Of ' Pere A 90'. FINISH GRADL OR AS :APPROVE[) .Bt THF L CAL FO 'D DF HEALTH AGENT 'E.1 PIPIt7G SHALL CON515T OF 4` 5CHEDL'LE4O ` �R EQUI'+ALE(JT:.'FIF` SHALL- 8E LAID ON 8, MINIMUM C -RADE OF N T.�BSTHAN I%. -: 7) 015T215UTInN LINES: FOR 5CIL AF5CRPT IC%I _Y -'=1 (AS REQUIRED) SHALL BE- AllDIAt.4ETER SCHEDULE. 40FVCLAIC AT 0 L-= FT/F- LANE SHALL BE CAPPED AT FND OR AS NC`EC r .8.1 OLID ET,FIFES FPOK1 D15TR 5f)TION BOX SMALL t 1 h,It I LFC EL FCR AT I FAST 2' BEFORE PITCHING TO 501 . ABSORPTION =,STEM "ATER TE5T DI5TROUTICN BOX TO ASSURE EVEN D15TPI5UPOO :!9) D15TROUTION SOX 5HA1 L HA,Vff A N1INIt i [ I ,-UK CF's I ifASURED BELOW THE O! ITLET INVERT 10,) BASE AGGREGATE FOR THE FU_ fl -i Y -'-ALL C.TIHSIST OF 3/4` TO 1-1/2" DOUBLE WASHED oTC'JE F?EE CF IR%fd; F NE-* -.NC DUST AND$HALL BE INSTALLED BELC','✓THE. CGI_',, IFOF,T - D ST''B', 1110. UNE TC THE BCTICM OF TILE SOIL'A550RPTION SYSYEt.1 aIVHE A✓ F,,GATE "Ilii BE CO`.EP.EE) WITH A 2 ' LAYER UF. qE1 TO Ill' COUI I F VASHFr 'TO'JE f RFI .JF PC'N FINES AND DUST'. t I ) VENT SOIL AF30RFTIOI Er J " t FI I DISTRIE T'O'J LINES EXCEED 50 FEET; WHEN LOCATED ETHER'iN 4H'LE O' 11J P).RT CIf1DFFRI b'6\AYS, Fp:P;KiNG.AREA S, - .'TURNING AREAS CR OTHEP. IrrIPEP.A=1 SUS t.IATERI L T i, 6VHEI I T FSSL!RE DOSED, 2.) SOIL AE5CRPTION SYS1EI 1 SHALL BE CO)iFRFC JTH A P'il,'t IUrl CF 9 OF CLEAN MEDIUN':I SAND (EXCI UDINC TOPSOIL), - --13) FIMSH. GRADE 5HALI Dt A MA%IMUM Of 36 O 'R T11F TCP Of 411 SYSTEM :COMFCNENT5, NICLUDING THE 5EFTIC TANK, D15TPIF1 TION PDX, DOSING CHPtv113ER AND 501L A550P.PTION 5151 ErA 'SEPTIC TAWS S 5H�1 HA\ E A. MININ.IUt 1 COVER OFg^.. 14) FP•CM-THE -DATE n? n = Al L -Tl ntl ^F THF SOIL -35 7FFTION 5Y5TEN1 UNTIL RECEIFT OF A CERTIFICATE OF COhd-I IANCE,.THE FE ';1ETEP.OF THE SOIL A55CR:P TION SYSTEM SHALL BE STAKED AND FL -=GED TO FC`_ ENT THE U5E;OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE STFLI 5) THE BOARD OF HEALTH SHALL: RE_ IP.E it I5FEC DI! CF TLL COIJS7R�IrT71QN :`.BY AA AGENT OF THE BOARD OF "E LTH (^? THE Df "1, EP. If THIS 5YSTEM RE _.QUIRFS A' VAPIANCE)_AtJD LLA'I REQ IRF 5UCN FL ,11 TO -f 11 WRITING THAT ALL'A'OPK HA5 BEEI CCIIPLETFn IN ACC'CF.DAI JF. Vrl TH THE TERMS CF THi-_ r-= "C Atl i. r-TI'F 15 RF; --I IFSTED :ZONING CLASSIFICATION ZONE R-25 (RE51DENTIAL) MINIMUM. AREA 25;000 S.F.. mmmuM FRONTAGE:- ` 1.50 FEET FRONT YAPD 5ETBACK _ -30 FEET K. 51DE YARD SETBACK d 5 FEET PEAR YARD 5ETBACK 20 FEET ". MAXIMUM BUILDING HEIGHT -35 FEET '.'. MAfl MUM. BUILDING COVERAGE 25% PP.OF05ED FRONT YARD 5ETBACK 33 FEET± SIDE YARD 5ETBACK 15.5 FEET+ REAR YARD 5ETBACK- L 5-.5 FEET± PROP05ED BUILDING COVERAGE PP,OFO5ED PV/EWNG '.I ;OG25f± FROFOSED DECK '.I -GI SF+ PRCP05ED PORCH - 204 51`1 EX15TING SHED - : 132 5F - TOTAL ' 1,559 5F± Budding Area - 1,559 5F 18.7% Lot Prea X 100 8,3 1 _G5F X 100.- � 8.7 EXISTING BUILDING COvEPAGE EXISTING DVdELLiNG -1 ;259 5F+ + EXISTING DECK - I G8 5F EXISTING SHED 132 5F± TOTAL -.1,569 5F± . Budding Area - , �1 , 1 6 SF 569 5F_.. X 100=- 8,3 -X 100 18.9%. I of Area:. FFIr.I -,IdD FKv:EDFI _ .r_... ._,.�___ `✓� / is '. ! ,� 21 4 ' tTE/FP 70 6E .Fii"' F ".IE.).CKt,4ELL.-,R�uFRLJJE. 1 --� �� -. ;,-.. , n.. :_ __,.a, _ z� L 1 p _ .:. i� Gardz 4 Dlam i CT(L T' ,r FI: VITH i ("' a TJNE ... .. .., ,Q... 1 :: 1, :11 .. CCNSTRLCTED OF I. 12 _,_..E_.. F_. T _ _, ,.. 2II ''.fi,.FROPOSED RESERVE AREA(fl'P! Y�.t7ftt�tit.h �P9(��11 �P.pAftfTlP.ilt _ r^T„ -.... ..'Sto _") i d\r. ;. ':,i. IIb:,<. F'. ROVE0 17.) SEPTIC TANK TO 5F H 2C,,.'E"'r I,I .'FS C: II°E BLnf �ONFIF.19 tJ0 _Co. ./ Ma A"'#, AA .. DRI'vEW'AY'A ITHIIfiC'c^.F FF,_r.._:5•:`_C TAN'. Ao: 9A_ .teeALL l ®13,4 3 . m .�.. PROPOSED 40,0 x 2.0 SON REf�iJ.AY; `S:�!t. t:>' r i FSC"II P � �I.'. F FEr, vOgED CORtJ 1--,� , . _ - -.A i, 119 ti LEACH TRENCHES THE CLEAN SAND LAYER c rF r 1 AT-_ LL !:L =F ;F[: , r H CLEAN SANG ^70 2i S51 �! -i �� ) A -� C) e FiEJt71R Vote 18 1 50 _ n7 r o i' I $6 /.� tr) x13 ' I'LL COI iF.:,CTt-D. - .. •..+ :I x .6 h 19 ) EXLTING SEPTIC C_ t IF _.'!`IdTa T-) Fr- F" !cI"_ -1 a111' FF410PED INCLUDING x Shed. -�... /2 .e � 11 r. // -- ALL CONTAt.IN--.TED SOIL Eist ng _ .0 - , V' -....� y `''2. 3 LANDSUBJEGT TO COASTAL 1_. _ , _ < and Outside Shower 1 J! ' ^. _ HF r FIJT:TH''-T Hc: '.Eb_K. - ��':_+ .rLIaT EE h.ED,. - to { x 13. _ 20.) REo_reE Ar.EA:.IN 1. .- _ _ .STORM FLOWAGE SEAWARD 12 '- `Cr e' ` AND -F: A",.i THF =tit cii_:E OF P OPERTY - 123 FOOT CONTOUR (SIA' OF FROF05_D .4ATIf" LINE AN _ EL LT _ R 2 .'ARE 70$E mc TO CCNF� =1.,' "1 _ F "'-C` HF TH <L,GDI -TIONS Gu ') CONT011R) , CO YEAR RI FECTI:'N NOTE FLOOD ZONE x hz,�G Aire FLO1A/ p _ E�=12.0.PROPOSED WATER SEP.'J1GE. .V V F.I��C),.. LLL: FRbJRTO FINAL IN5FECTIOII BY THE ENGINEER, SYSTEM a ' .p 10' MIN. TO 5:A.5. TRENCH:.: r ,,:a:: ) (1,?�_ BE COMPLETE INCLUDING BUILDUP FOP. COVEP5 1 - f NOT TO SCALE Utility Fol IGA I � ! r:j �� A\ I ; ;r,IET ..REI JI: EFS VENT P) SWEET AIR - x 126 o- =Et- TC : ATI : ; F F IASFI `. - IWO !2) 4' PVC INSPECTION FORTS / Q TOP OF. FOL4dDATiOm `r:r v - Ir ; -1 Fp' AITH CAFS BUILT TO WITHIN 3' OF GRADE ELEVFaTIONS ARE CRITICAL 2 E' IG Ci `_F °_.; 36K11N Pro o5ed EL- 1 4. I ± Proposed EI - 15 8±.. - - -- �O PLAN - r '- -- -- Revised D9,+ 2 5 �1 IiJ9 Addedmo,soil test m, finalized site pn lasewage disposal system design IG" Proposed �- �\ SCALE I'=20 = (9 Min - 3G 4 PVC\ENT Max) 2 TH 15 AREA 15 5ERVEDBr . p j .yan \eslC.ience 125D BY TOWN WATER. C/o Jim Hagerty, Reef Realty; P.O. Box 15G, WC5t Denf115, `dA 02G70 d /8 1 /2" STONE .. 2 LAYER OF 1 h"' 3/4 ' 1/z"5TONE POSED CONDITIONS'S1TE PLAN 3 50 3,00 C -- a 2.7`_i 2.00 2' �/ ,t. 5I, HIGH GROLRlDWATER LE\/EL CALCULATIpIJ P RO - _2.27 12. 11 / T 80 9.4'(EL=27) I fled e Row West Yarmouth; MA TCF OF SLAB "t 2 DROP i i -. Crpth ri Water Tab - (09/02109):9 -,5± Apprcpnate Index lNeih MI'vV-29 [EL 8 ' any - -! FIF I J.00 PERFORATED PIPE IL (THIN STONE 10.00 Water Level Range Zone: A (0-2) T . Current Depth to Water Leel (9'09) 8.7 eJ . NT I�EILL�r & ASSOOIATES y INC. LEACHING TRENCH 5.3' (Minimum) Vvater Level Adjustment o Longest Run II 4O.D x 2.0'x 2.0 Fstrmated Depth to Water Level 7 4 (EL -4 7) Professional Engineering &Land Surveying Services 19 10 "-`- CI D8-3-EL=4.7±.HIGH GROUNDWATER . 1573 Main Street - Route 6A SEPTIC Tr',NY D -BOX 2.0'- 20 40 60 P.O. Boz ;1773 k -Y -EL 2.7± OB5ERVEDGROUNDWATER 09/02/09(508)896 .' - (508)896-8601' Office Brewster, MA 02631 (508)896 8602 Fax DATE SCALE: BY: CHECK: JOB NUMBERc SCALE I -20' G:\AAJobs\Reef\G240 Bryan Resid'snce\d.vg\G240.proposesite re.3-I 09.dwg 08/ 1 9/09 As Noted )ATF/f Jf AO JMO 6246 IIL ��' AT LEAST THPE_ 20'-DIAd IETE�. ITA MOLES, THE Mil I il-TI DEPTH FR()I%l THE 8,. f - \ TOM OPTHE 5EPTL; TAN[. IC THE FI D19' UNF 5H,lL 4x' DATE OF: TESTING: 09,'02/09 .� PERCOLATION RATE' LESS THAN 2 MIN/INCH IN C LAYERS - ` `l Fe sr IEtI MINIMUM OF 6AN � � SCHEDLILE 40 PVC It F7 .D.-CLTLET TE__ ,. I ,. Eh _ D A _ s 1 BELL EIT J.M.. O'REILLY t A550CIATES, INC"ANG ' - ';.. 41`ITNE.,SED BY-.MA.YTHE,V FAR ;. BOOK 1 5 PAGE 1 3 . _. _..,, _.. _ ' - -FFP T NL AND �H- LL e` INSTALLED ON THE TMENT o ABOVE THE FLOP LINE lAtvIY VON HONE, AGENT, DEPAR DEED BOOK Lb725 PAGE 290 `- CENTERLINE CF THE TANK. DiRECTiF UNDER.THE -LE CUT t1AHHCLE'' , NO WATER ENCOUNTERED - m ASSESSORS' MAP 22 PARCEL 29 of soa ADSORPTION SYSTEM. � -5) RA5E CO•, ERS OF.THE SEFTIGT.NK, 4ND DfSTR . T10H BOX 1K ITH FPffCAST - USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING - . . -" CONCRETE NATEP TIGHT RISER_.OVER II''LET ANT ^ -LET TEES TO %%%THIN U Of ' FINISH GRADL OR AS :APPROVE[) .Bt THF L CAL FO 'D DF HEALTH AGENT 'E.1 PIPIt7G SHALL CON515T OF 4` 5CHEDL'LE4O ` �R EQUI'+ALE(JT:.'FIF` SHALL- 8E LAID ON 8, MINIMUM C -RADE OF N T.�BSTHAN I%. -: 7) 015T215UTInN LINES: FOR 5CIL AF5CRPT IC%I _Y -'=1 (AS REQUIRED) SHALL BE- AllDIAt.4ETER SCHEDULE. 40FVCLAIC AT 0 L-= FT/F- LANE SHALL BE CAPPED AT FND OR AS NC`EC r .8.1 OLID ET,FIFES FPOK1 D15TR 5f)TION BOX SMALL t 1 h,It I LFC EL FCR AT I FAST 2' BEFORE PITCHING TO 501 . ABSORPTION =,STEM "ATER TE5T DI5TROUTICN BOX TO ASSURE EVEN D15TPI5UPOO :!9) D15TROUTION SOX 5HA1 L HA,Vff A N1INIt i [ I ,-UK CF's I ifASURED BELOW THE O! ITLET INVERT 10,) BASE AGGREGATE FOR THE FU_ fl -i Y -'-ALL C.TIHSIST OF 3/4` TO 1-1/2" DOUBLE WASHED oTC'JE F?EE CF IR%fd; F NE-* -.NC DUST AND$HALL BE INSTALLED BELC','✓THE. CGI_',, IFOF,T - D ST''B', 1110. UNE TC THE BCTICM OF TILE SOIL'A550RPTION SYSYEt.1 aIVHE A✓ F,,GATE "Ilii BE CO`.EP.EE) WITH A 2 ' LAYER UF. qE1 TO Ill' COUI I F VASHFr 'TO'JE f RFI .JF PC'N FINES AND DUST'. t I ) VENT SOIL AF30RFTIOI Er J " t FI I DISTRIE T'O'J LINES EXCEED 50 FEET; WHEN LOCATED ETHER'iN 4H'LE O' 11J P).RT CIf1DFFRI b'6\AYS, Fp:P;KiNG.AREA S, - .'TURNING AREAS CR OTHEP. IrrIPEP.A=1 SUS t.IATERI L T i, 6VHEI I T FSSL!RE DOSED, 2.) SOIL AE5CRPTION SYS1EI 1 SHALL BE CO)iFRFC JTH A P'il,'t IUrl CF 9 OF CLEAN MEDIUN':I SAND (EXCI UDINC TOPSOIL), - --13) FIMSH. GRADE 5HALI Dt A MA%IMUM Of 36 O 'R T11F TCP Of 411 SYSTEM :COMFCNENT5, NICLUDING THE 5EFTIC TANK, D15TPIF1 TION PDX, DOSING CHPtv113ER AND 501L A550P.PTION 5151 ErA 'SEPTIC TAWS S 5H�1 HA\ E A. MININ.IUt 1 COVER OFg^.. 14) FP•CM-THE -DATE n? n = Al L -Tl ntl ^F THF SOIL -35 7FFTION 5Y5TEN1 UNTIL RECEIFT OF A CERTIFICATE OF COhd-I IANCE,.THE FE ';1ETEP.OF THE SOIL A55CR:P TION SYSTEM SHALL BE STAKED AND FL -=GED TO FC`_ ENT THE U5E;OF SUCH AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE STFLI 5) THE BOARD OF HEALTH SHALL: RE_ IP.E it I5FEC DI! CF TLL COIJS7R�IrT71QN :`.BY AA AGENT OF THE BOARD OF "E LTH (^? THE Df "1, EP. If THIS 5YSTEM RE _.QUIRFS A' VAPIANCE)_AtJD LLA'I REQ IRF 5UCN FL ,11 TO -f 11 WRITING THAT ALL'A'OPK HA5 BEEI CCIIPLETFn IN ACC'CF.DAI JF. Vrl TH THE TERMS CF THi-_ r-= "C Atl i. r-TI'F 15 RF; --I IFSTED :ZONING CLASSIFICATION ZONE R-25 (RE51DENTIAL) MINIMUM. AREA 25;000 S.F.. mmmuM FRONTAGE:- ` 1.50 FEET FRONT YAPD 5ETBACK _ -30 FEET K. 51DE YARD SETBACK d 5 FEET PEAR YARD 5ETBACK 20 FEET ". MAXIMUM BUILDING HEIGHT -35 FEET '.'. MAfl MUM. BUILDING COVERAGE 25% PP.OF05ED FRONT YARD 5ETBACK 33 FEET± SIDE YARD 5ETBACK 15.5 FEET+ REAR YARD 5ETBACK- L 5-.5 FEET± PROP05ED BUILDING COVERAGE PP,OFO5ED PV/EWNG '.I ;OG25f± FROFOSED DECK '.I -GI SF+ PRCP05ED PORCH - 204 51`1 EX15TING SHED - : 132 5F - TOTAL ' 1,559 5F± Budding Area - 1,559 5F 18.7% Lot Prea X 100 8,3 1 _G5F X 100.- � 8.7 EXISTING BUILDING COvEPAGE EXISTING DVdELLiNG -1 ;259 5F+ + EXISTING DECK - I G8 5F EXISTING SHED 132 5F± TOTAL -.1,569 5F± . Budding Area - , �1 , 1 6 SF 569 5F_.. X 100=- 8,3 -X 100 18.9%. I of Area:. FFIr.I -,IdD FKv:EDFI _ .r_... ._,.�___ `✓� / is '. ! ,� 21 4 ' tTE/FP 70 6E .Fii"' F ".IE.).CKt,4ELL.-,R�uFRLJJE. 1 --� �� -. ;,-.. , n.. :_ __,.a, _ z� L 1 p _ .:. i� Gardz 4 Dlam i CT(L T' ,r FI: VITH i ("' a TJNE ... .. .., ,Q... 1 :: 1, :11 .. CCNSTRLCTED OF I. 12 _,_..E_.. F_. T _ _, ,.. 2II ''.fi,.FROPOSED RESERVE AREA(fl'P! Y�.t7ftt�tit.h �P9(��11 �P.pAftfTlP.ilt _ r^T„ -.... ..'Sto _") i d\r. ;. ':,i. IIb:,<. F'. ROVE0 17.) SEPTIC TANK TO 5F H 2C,,.'E"'r I,I .'FS C: II°E BLnf �ONFIF.19 tJ0 _Co. ./ Ma A"'#, AA .. DRI'vEW'AY'A ITHIIfiC'c^.F FF,_r.._:5•:`_C TAN'. Ao: 9A_ .teeALL l ®13,4 3 . m .�.. PROPOSED 40,0 x 2.0 SON REf�iJ.AY; `S:�!t. t:>' r i FSC"II P � �I.'. F FEr, vOgED CORtJ 1--,� , . _ - -.A i, 119 ti LEACH TRENCHES THE CLEAN SAND LAYER c rF r 1 AT-_ LL !:L =F ;F[: , r H CLEAN SANG ^70 2i S51 �! -i �� ) A -� C) e FiEJt71R Vote 18 1 50 _ n7 r o i' I $6 /.� tr) x13 ' I'LL COI iF.:,CTt-D. - .. •..+ :I x .6 h 19 ) EXLTING SEPTIC C_ t IF _.'!`IdTa T-) Fr- F" !cI"_ -1 a111' FF410PED INCLUDING x Shed. -�... /2 .e � 11 r. // -- ALL CONTAt.IN--.TED SOIL Eist ng _ .0 - , V' -....� y `''2. 3 LANDSUBJEGT TO COASTAL 1_. _ , _ < and Outside Shower 1 J! ' ^. _ HF r FIJT:TH''-T Hc: '.Eb_K. - ��':_+ .rLIaT EE h.ED,. - to { x 13. _ 20.) REo_reE Ar.EA:.IN 1. .- _ _ .STORM FLOWAGE SEAWARD 12 '- `Cr e' ` AND -F: A",.i THF =tit cii_:E OF P OPERTY - 123 FOOT CONTOUR (SIA' OF FROF05_D .4ATIf" LINE AN _ EL LT _ R 2 .'ARE 70$E mc TO CCNF� =1.,' "1 _ F "'-C` HF TH <L,GDI -TIONS Gu ') CONT011R) , CO YEAR RI FECTI:'N NOTE FLOOD ZONE x hz,�G Aire FLO1A/ p _ E�=12.0.PROPOSED WATER SEP.'J1GE. .V V F.I��C),.. LLL: FRbJRTO FINAL IN5FECTIOII BY THE ENGINEER, SYSTEM a ' .p 10' MIN. TO 5:A.5. TRENCH:.: r ,,:a:: ) (1,?�_ BE COMPLETE INCLUDING BUILDUP FOP. COVEP5 1 - f NOT TO SCALE Utility Fol IGA I � ! r:j �� A\ I ; ;r,IET ..REI JI: EFS VENT P) SWEET AIR - x 126 o- =Et- TC : ATI : ; F F IASFI `. - IWO !2) 4' PVC INSPECTION FORTS / Q TOP OF. FOL4dDATiOm `r:r v - Ir ; -1 Fp' AITH CAFS BUILT TO WITHIN 3' OF GRADE ELEVFaTIONS ARE CRITICAL 2 E' IG Ci `_F °_.; 36K11N Pro o5ed EL- 1 4. I ± Proposed EI - 15 8±.. - - -- �O PLAN - r '- -- -- Revised D9,+ 2 5 �1 IiJ9 Addedmo,soil test m, finalized site pn lasewage disposal system design IG" Proposed �- �\ SCALE I'=20 = (9 Min - 3G 4 PVC\ENT Max) 2 TH 15 AREA 15 5ERVEDBr . p j .yan \eslC.ience 125D BY TOWN WATER. C/o Jim Hagerty, Reef Realty; P.O. Box 15G, WC5t Denf115, `dA 02G70 d /8 1 /2" STONE .. 2 LAYER OF 1 h"' 3/4 ' 1/z"5TONE POSED CONDITIONS'S1TE PLAN 3 50 3,00 C -- a 2.7`_i 2.00 2' �/ ,t. 5I, HIGH GROLRlDWATER LE\/EL CALCULATIpIJ P RO - _2.27 12. 11 / T 80 9.4'(EL=27) I fled e Row West Yarmouth; MA TCF OF SLAB "t 2 DROP i i -. Crpth ri Water Tab - (09/02109):9 -,5± Apprcpnate Index lNeih MI'vV-29 [EL 8 ' any - -! FIF I J.00 PERFORATED PIPE IL (THIN STONE 10.00 Water Level Range Zone: A (0-2) T . Current Depth to Water Leel (9'09) 8.7 eJ . NT I�EILL�r & ASSOOIATES y INC. LEACHING TRENCH 5.3' (Minimum) Vvater Level Adjustment o Longest Run II 4O.D x 2.0'x 2.0 Fstrmated Depth to Water Level 7 4 (EL -4 7) Professional Engineering &Land Surveying Services 19 10 "-`- CI D8-3-EL=4.7±.HIGH GROUNDWATER . 1573 Main Street - Route 6A SEPTIC Tr',NY D -BOX 2.0'- 20 40 60 P.O. Boz ;1773 k -Y -EL 2.7± OB5ERVEDGROUNDWATER 09/02/09(508)896 .' - (508)896-8601' Office Brewster, MA 02631 (508)896 8602 Fax DATE SCALE: BY: CHECK: JOB NUMBERc SCALE I -20' G:\AAJobs\Reef\G240 Bryan Resid'snce\d.vg\G240.proposesite re.3-I 09.dwg 08/ 1 9/09 As Noted )ATF/f Jf AO JMO 6246 IIL ��'