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HomeMy WebLinkAbout177 River Street - Septic System Designu CIF y NOTES: • 'TOP^ b FT' L ALL WORIU4ANISHP AND MATERIALS SHALL CONFORM TO DEP.. v r ELEV •TITLE 5 AND THE TOWN OF �' RMOUTN RULES AND HyWll N -2v TANC 6A.esOM. r SUAMLtE 4o PVC PPE 20Sa•£flULE 40 PVC PIPE (sHoe�ry MK arqi Vr PER Fr. MK PITCH Yr PER FT /5' y / REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE r Att Si S ALL 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO . tt 2.85 u SLCPE EV 30t - � j sick.5 WITHIN 6" OF FNISf-ED GRADE 3. EXISTM AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SANE ; r CAST PON PPE - EL= y9.Gg TE -c Q IM QQ"FFtz K f OR ECLNU MNMLM L. �Y 7/A• - COVER PEOPE N Vr TO trC f I ,.. 4 i PITCH yr PER FT E�EVEG H• 27e - HOLE �{y�$ EL = S (• $ i i SLL'L�$ `.' FLOW LAE '. N�yGi�.S Ca\tECT EMS r om SCH a PVC paf Pipe)., ::::.:: ;::;:; AM VENT - Jo ' w t = y �S �tcV> H?. - sz,+ry ypSLOPE ° ELS • i '� „� �, LEVEL (M1N) Aa6 CM ELEV. as 8 < < 5. ANY MASONARY LINTS USED TO BF21VG COVERS TO GRADE SHALL.....F j h Ei.u/ fc1 SND et YS AtA¢M EL= %'S.•$Q E>w y7,L _ Shy -t.36 ' cLe BE MORTARED N PLACE OA! E�6Y 5, J/ PIN y1�p 'FES a°6 NO DETERMINATION HAS BEEN MADE AS TO COMRJANCE WITH o, ae�A WELL MSW 29 oFF 6c�u ys_!o DISTRIBUTION /o' EFFECTIVE LENGTH z DEEDED OR ZONING REGULATIONS OWNER / APPLICANT IS TO �L y3•JS OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. BOX , AA usT.�-u 7. EXCAVATE AND REPLACE UNSUITABLE MATERIAL FOR T AROI ND 6. • •• : • •• • •• : (� ° STc�n/C-�T i•P, • : • : • • : TO BE WATER TEST:M /5 EFFECTIVE WIDTH n /50o GALLON H=/o" + X Gv"H F M� THAN OPE OtAlEr LEACHING SYSTEM AICD BACKFILL WITH CLEAN SAAR. a i CRILSFm STOPS MASHcD7 -8. •LAWAI /?,e/6ATJOA.J 70 i3 Z ReLoGATtW 'sy � . N- z o SEPTIC TANK (si kn2drv� 31? GALLON BOTTOM OF TEST HOLE OR USOS PROBABLE WATER TASF �v. • : .i.�3 I + H -yo TANK St�13 !/ tAsri Ar-ZOPUNP CHAMBER &S/do¢cy} 9, �j�rrtatTUt To LoeAT� vrrrl�5 J3o'Fo2e d a v SN OF 4fa /3cG/A/i✓/n/Cs W02 C, SEWAGE DISPOSAL SYSTEM PROFILE yo OCJ'TN /A/sJoc� ss, Y NOT TO SCALE /! /SiO�c !�METc/Z c'' J BE 4YO =c NJ /3ALtnST a�q'o; G j % APPROVED: OAR OF HE TH t 1\ �/ 1\ p OSii1/C Gil L C UG..f1TlOJVs STREET /!o . 4l Dotal_ y� , GAC { SGAL .D2A/A) J3Adk - :12, S'14 DATE AGENT Y 4X^.y O�Sc r LGB{FIND i, y9FA3- 56 45 T 17 5 85 30'40'E m � E ,PtsdevE: �y - '-y�'8'0'} ��y',�jk x�-y�r�; _ 1 9.L"1 -'//o ok �` ^•U 09.37'-j=- SOIL TEST I 51.3. _ y sA pEo /J WIATNESSED BY TEST M EVALUATOR �Z ZNA/Er .uc l 51 2 .� arc R PERCOLATION RATE Z '-mNN./INCF . ,. 1.2 t /3E.UC/-IMAe,C : Top w 1 nnrzau lMttTE OBSERVATION HOLE 1 51:2 /� i Sv,tJ ASSr.�Me S . 0A�M A2eA o x ! ELEv = So• Z DEPTH HiOR1Z TEXT COLOR MOTTLING �; � ,- O � l A,3 5.�21'Ti a/ � ' 'Q%' • } So/�.. Z i - /3, _1 LSM y -r IoYR s p - 51.4 C r,�� /ort ON H00 - - - - - - -- 6 r $1.1. 1 %3JlJ F/GIP !/L/l3ON %LcGJ20$ / �� `� ' z = 51t _..�..... I 84'45 't O -E ' 1 P 50.8 2J p. /t� L..»1M Fisc. ^.• — '_ 'Q%' 0� Z i - /3, _1 LSM y -r IoYR s p - ZY- 32 C r,�� /ort 51 2t 5.00. .4 BS CALCL//ATioNS 51.9 4 �,y'�,�G� Q?•�`'� Ry `'`' .. - �ti —�\\ LIDS �9P z9.- L OT XZ TAMle: 17- /!L t6'-2'1Ww6'N z:! F13 WATER ATySS� yi3 LOC uS Y LGB (FIND) ..21 v 0:0 , �. A/ /Oo y FL06bp/-Allhl � A. /107Fr' x�y #, - Z e oyg# Aa7usrM�NT- "0 `� A/l F/ Aorusr�a Gw, y6. 8 P 4����%rl 50.3 \� !� \ �F/ PM ZS�IS- O r^ R ?7 EL. SO.\ -Z - %z ��� // L,/T. TAA/1C z Z30µ °vim v s. 50. 50/.\ i �/ - �� `�� /i c✓T. H ZO sl.Aal ttvrr� c(i{ov m S e - a\ j 4 w. 1 50,1 51.9 {J52.E W7-, s'&r4ttR6 D EA,2T1-I= o a '/SOD GAI.. /` e I � i2 / 0.5'r%/'t G' e 31 3 T SEPT/G.TAA/e O So .f 4915 58.4 (�' J Y / O J G62oa>z6oy8No�L U : S0 b I 1 + "' 'F-•— ES T %J . •WCAT/pnl OF L✓ATd, v� „ 2 I£ �/3oit/tffCN/J✓ti Z ; '. '0 `' ro ac sae�v�v vz / ��' {� D's (y' -/o �) x y x F/SLD rJ� ` /2a'LOCA7 /� wi �a/ti \ 1 3 �z 1. Z ,o. �F srs Irl \ / / Stip P 6 97, Ssrr X GY�r-j- G z(,3Iy Date DESCRIPTION Drown Cheake 7bi: �F ;.;.. 3-�- stops .200.E I REViSI0N5 r: L N 83'42 '00' _'� II GeJclGJli GHAJ.tr3cR LGl3CFIND> 21 W $1�.---_�_`5z.6 /! L..> W,,4rAR rJv ul�rl" SEPTIC SYSTEM DESIGN L /M 17- OF b ecM� hG (J✓oT� a� IN Cy'x/l�;Z ><Jz'XGZFr3 6Y9 p PROPOSED WALLAT 7Z 9" (FNP)177 RIVER STREET DESIGN CALCULATIONS N° r3s�caAsr EG°' Fca2 IN NUMBER of BEDROOMS SOUTH YA R M (')I ITH GARBAGE DISPOSAL UNIT. _ho { TOTAL ESTIMATED FLOW ` LEGEND: (j&GAL/BR./DAY X _ L BR) LIQ GAL/DAY SCALE: 1 " = 30' DATE: 1-141-'78 .: REQUIRED SEPTIC TANK CAPACITY GAL L A BARGE EXISTING SPOT ELEVATION 0x00 ACTUAL SIZE OF SEPTIC TANK /_�� GAL Vf12 NCES R PUSSTED:. EXISTING CONTOUR oxoo ENGINEERING & CONTRACTING LEACHING AREA REQUIREMENTS O.7c{ 6A z 3/OCMR /5, /a3 f3)!6) NJG/i f�jt+N/�Wiv7� t , k FINAL SPOT ELEVATION 0x00 //O to _--�- a FINAL CONTOUR: 0x00 SDEWALL AREA"Q GALJSF./DAY DAY yrs GwY' /y9 FT �EGEVA7lOJJ: )ir4�'!/3JVC h'�Qt+EST�b TO BOTTOM AREA Q.ZI' GAL/SFJDAY ` - P.O. BOX 784 SOL.' TEST LOCATION �{ CAPACITY BOTTOM • *F+ J/ r GAL/DAY USE 2 uses oTusTMJVT, V�?rJ��✓IPE i,13' D E N N I S P O R T, MA 0.'26 3 9 f a: TOWN WATER • —WPOLE �- - W i/o'x/s )O. �yG-AL ©3!o c�2/S z/z �=!'�M 7o CRouvt]wljieRa x / RESERVE LEACHING CAPACITY FrZ-.pay AeA- GAL/DAY - DRAWN BY: �JY ` CATCH BASIN \®! ter' RE.� pJ a/l p�.bSQ Y/zQ/BINGE / .. CHECKED BY: SHEET 1 01' l 0� 6 r L /M 17- OF b ecM� hG (J✓oT� a� IN Cy'x/l�;Z ><Jz'XGZFr3 6Y9 p PROPOSED WALLAT 7Z 9" (FNP)177 RIVER STREET DESIGN CALCULATIONS N° r3s�caAsr EG°' Fca2 IN NUMBER of BEDROOMS SOUTH YA R M (')I ITH GARBAGE DISPOSAL UNIT. _ho { TOTAL ESTIMATED FLOW ` LEGEND: (j&GAL/BR./DAY X _ L BR) LIQ GAL/DAY SCALE: 1 " = 30' DATE: 1-141-'78 .: REQUIRED SEPTIC TANK CAPACITY GAL L A BARGE EXISTING SPOT ELEVATION 0x00 ACTUAL SIZE OF SEPTIC TANK /_�� GAL Vf12 NCES R PUSSTED:. EXISTING CONTOUR oxoo ENGINEERING & CONTRACTING LEACHING AREA REQUIREMENTS O.7c{ 6A z 3/OCMR /5, /a3 f3)!6) NJG/i f�jt+N/�Wiv7� t , k FINAL SPOT ELEVATION 0x00 //O to _--�- a FINAL CONTOUR: 0x00 SDEWALL AREA"Q GALJSF./DAY DAY yrs GwY' /y9 FT �EGEVA7lOJJ: )ir4�'!/3JVC h'�Qt+EST�b TO BOTTOM AREA Q.ZI' GAL/SFJDAY ` - P.O. BOX 784 SOL.' TEST LOCATION �{ CAPACITY BOTTOM • *F+ J/ r GAL/DAY USE 2 uses oTusTMJVT, V�?rJ��✓IPE i,13' D E N N I S P O R T, MA 0.'26 3 9 f a: TOWN WATER • —WPOLE �- - W i/o'x/s )O. �yG-AL ©3!o c�2/S z/z �=!'�M 7o CRouvt]wljieRa x / RESERVE LEACHING CAPACITY FrZ-.pay AeA- GAL/DAY - DRAWN BY: �JY ` CATCH BASIN \®! ter' RE.� pJ a/l p�.bSQ Y/zQ/BINGE / .. CHECKED BY: SHEET 1 01' l