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Home My WebLink About83-1455 - Site Planj - ALT Y. �. V r, SINE S�,NU FwE .NND 0 EL- nrtL ' Iib "E'er• tB.L 144 tt� 19.b NATER AT== ---Ei --- wArEii. 31T - Eta---= - WATER AT I EL= 25+5 ct- TOP OF FOUN EL = 3S.0 (EylsmN(') `-- GE/�F_GETc�w f3 L/ANDIt�G / / PP 4 / r / I 010 / [ � / wATte EIfiST�t1� � I y r,ATF VT,L, TIES /2 EL- 31 IL PCs C f i7 / rf. 11 // // !.//p //-_ -. _`\,_ _-__. -_L,6Y'___--. _/ Hr� /• `5 O clp p,r P, f- INLET 2 IN 1 00 6 \ \ \ \ \\ \ o, \ a•. \ice \ \ , \ \o,o � `' � � \ .y\ �, Ao 2/qt �, \\ � — ECCE CC FLI.GG EU yJETLstND p:y DAv,D D'i- BvVDtCK . 1'aP OF F1J=. G Et) COAsiRL 6ANk.-�'� \ . g FLOW LINE 10. I MIN. )50o GAL SEPTIC TANK PRECAST LEACHING BASIN/ GALLEY OR EQUAL CLEAN SAND CONCRETE COVERS MIN. EL= 2L L EL= 22 v ' PROFILE OF BOTTOM OF TEST HOLE OR=?OBSERVED-=-EWATER---TA�£3tE= EL = B r SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE ( / / ) EL = NOT TO SCALE 1-0 _ J - - - - - - - - - - - - - - I I I I I I I �I I� II II I * I I i I � I I + L--------------------� r-; 24' DIA. COVERS PLAN VIEW FRAMES & COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN PLACE FRAME & COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND7 WHICH ARE TO BE MORTARED IN PLACE 2" LAYER OF 1/8"- 1/2" WASHED a.....a, d.. ( STONE O d o ('- C O irr p 3/4r- I I/2 WASHED STONE 0 O 5 ww d LL PRECAST LEACHING 6 w 9 o BASIN / GALLEY OR p o p EQUAL " 3"MIN. a' OUTLET 6"MIN. FLOW LINE---..,- p" INE 2 MIN '.:.c 10"MIN. ;a... = �a /z_ 9 n A LEACHING FACILITY NOT TO SCALE /�REMOVEABLE COVER UTLET PIPES -7\ AS REQUIRED /\ 4 FT. MIN. b INLET FLOW a.: OUTLET LIQUID , 1 -,LINE / DEPTH } 6" o: e L. 2 a INLET TEE PROVIDED :c•.'::. PER SECTION 15.10.2 TITLE 5 CROSS SECTIONVIEW OUTLET TEE SOIL TEST EXISTING CONTOUR ----00 - - - - - - - LIQUID DEPTH SEPTIC OBSERVATION, HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 0 DATE OF TESTIIS— NOT DATE OF_ TEST I -Z9 -S°1 DATE OF TEST 5 FT. f IMI WITNESSED BY WITNESSED BY WITNESSED BY PERC. RATE `z MIN./INCH PERC. RATE MIN,/INCH PERC. RATE MIN./INCH • DESIGN ELEV.= 31 6 ELEV = 31 ELEV.= n UNIT ... ND TOTAL ESTIMATED FLOW c TOP e S,U c;;,,L TOP a Sof Solt_ ( DO GAL /BR./DAY x BR.) ......... GAL./DAY REQUIRED SEPTIC TANK CAPACITY. 30 EL. 21.1 30 Q. 29.1 ACTUAL SIZE OF SEPTIC TANK...... ... I`O'' GAL. LEACHING AREA REQUIREMENTS FINE p,�cs r�(� FIt.IE 5,4Np . Z S GAL./S.F. Co CL--zcL bo Et- -ZL.b 10 GAL./SF. I LEACHING CAPACITY CLAY LL EL. 2C.I CLAY LL EL•Zb.', GAL. 2((2„2.S47# j - ALT Y. �. V r, SINE S�,NU FwE .NND 0 EL- nrtL ' Iib "E'er• tB.L 144 tt� 19.b NATER AT== ---Ei --- wArEii. 31T - Eta---= - WATER AT I EL= 25+5 ct- TOP OF FOUN EL = 3S.0 (EylsmN(') `-- GE/�F_GETc�w f3 L/ANDIt�G / / PP 4 / r / I 010 / [ � / wATte EIfiST�t1� � I y r,ATF VT,L, TIES /2 EL- 31 IL PCs C f i7 / rf. 11 // // !.//p //-_ -. _`\,_ _-__. -_L,6Y'___--. _/ Hr� /• `5 O clp p,r P, f- INLET 2 IN 1 00 6 \ \ \ \ \\ \ o, \ a•. \ice \ \ , \ \o,o � `' � � \ .y\ �, Ao 2/qt �, \\ � — ECCE CC FLI.GG EU yJETLstND p:y DAv,D D'i- BvVDtCK . 1'aP OF F1J=. G Et) COAsiRL 6ANk.-�'� \ . g FLOW LINE 10. I MIN. )50o GAL SEPTIC TANK PRECAST LEACHING BASIN/ GALLEY OR EQUAL CLEAN SAND CONCRETE COVERS MIN. EL= 2L L EL= 22 v ' PROFILE OF BOTTOM OF TEST HOLE OR=?OBSERVED-=-EWATER---TA�£3tE= EL = B r SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE ( / / ) EL = NOT TO SCALE 1-0 _ J - - - - - - - - - - - - - - I I I I I I I �I I� II II I * I I i I � I I + L--------------------� r-; 24' DIA. COVERS PLAN VIEW FRAMES & COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN PLACE FRAME & COVER SHALL BE SET WITH MASONRY UNITS CLEAN SAND7 WHICH ARE TO BE MORTARED IN PLACE 2" LAYER OF 1/8"- 1/2" WASHED a.....a, d.. ( STONE O d o ('- C O irr p 3/4r- I I/2 WASHED STONE 0 O 5 ww d LL PRECAST LEACHING 6 w 9 o BASIN / GALLEY OR p o p EQUAL " 3"MIN. a' OUTLET 6"MIN. FLOW LINE---..,- p" INE 2 MIN '.:.c 10"MIN. ;a... = �a /z_ 9 n A LEACHING FACILITY NOT TO SCALE /�REMOVEABLE COVER UTLET PIPES -7\ AS REQUIRED /\ 4 FT. MIN. b INLET FLOW a.: OUTLET LIQUID , 1 -,LINE / DEPTH } 6" o: e L. 2 a INLET TEE PROVIDED :c•.'::. PER SECTION 15.10.2 TITLE 5 CROSS SECTIONVIEW OUTLET TEE 00x0 EXISTING CONTOUR ----00 - - - - - - - LIQUID DEPTH SEPTIC TANK DETAIL SOIL TEST LOCATION TELEPHONE POLE 0 4 FT. NOT TO SCALE _ W 5 FT. f IMI 6 FT 7 FT 8 FT DESIGN CALCULATIONS NUMBER OF BEDROOMS. .. --.... ... ... GARBAGE DISPOSAL UNIT ... ND TOTAL ESTIMATED FLOW c "O ( DO GAL /BR./DAY x BR.) ......... GAL./DAY REQUIRED SEPTIC TANK CAPACITY. 82o GAL ACTUAL SIZE OF SEPTIC TANK...... ... I`O'' GAL. LEACHING AREA REQUIREMENTS SIDEWALL AREA Z S GAL./S.F. BOTTOM AREA 10 GAL./SF. LEACHING CAPACITY (BOTTOM +SIDEWALL) GAL. 2((2„2.S47# 3.�<•-S) ,.(1o,Ti x4-S+4s)) RESERVE LEACHING CAPACITY .................... f.2Z.0 GAL. lz C -U P E61onk N� - . N. a Ga'L�eG6To„/N 2 '* LANOIr.1L V Lor Cr.Ae,.E7 Ro QO V Tt" h 2g LOCATION MAP LEGEND EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR ----00 - - - - - - - FINAL SPOT ELEVATION 0 .0 FINAL CONTOURS—T SOIL TEST LOCATION TELEPHONE POLE 0 HYDRANT TOWN WATER —W _ W CATCH BASIN f IMI GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF /A F:ML) J._4 -A RULES & REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE 3.EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME 4.NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO COMPLIANCE WITH TOWN ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 5,THIS PLAN IS VALID IF IT IS STAMPED AND SIGNED IN RED. THIS OFFICE ASSUMES NO RESPONSIBILITY FOR INFORMATION CONTAINED ON COPIES WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES 6. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS 7. SETBACK REQUIREMENTS (MINIMUM) FRONT SIDE REAR APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION: Lor I 6i=0CGET0w0 L AODlt-16 `IA APPLICANT: - - -- l_E Ley NO. OF OUTLETS: TEE DEPTH BELOW FLOW LINE anal Use 14 - 14INCHES DIST. BOX DETAIL �j�'% /� 19 INCHES NOT TO SCALE lec /0 olog 24 INCHES , // I c, 29 INCHES g Foe vEe%v'kc- i-to,J er ALL E EVAT1o1lS AND 34 INCHES ( FORMERLY R, J. O'HEARN, /NC, 1 a. Cf)NS,-C'u LT10ti+ OF L?ECYS 4 E,,cLo sv e.F n= PAT,- To BE' ar HANn. INC, eiCAVA. Engineers - Land Surveyors "Sonitorions IO. WATER LINE TO BE OWCALCD I0 coNce.Ei-c wmcec" caJSSED 6y lizcnC uNe. 35 ROUTE 134 - UN/T 3 - P O BOX 2,57 U%Sn NC, cESS4'OUL To CE PVMPEU, ReMove,> ANLL REPLAGEU v ,T,1 SOUTH DENNIS, MA. CLEAN MEDIUM SAND, Iz.NAv8nLE5 SY•titl L3E STiaYEU PIZI o2 Ta OtesvPT'lo ry AND �No.�-L R6r,A,N L1NTL •<t`r'•,."4'e,y, REVISIONS• ALL Dt!TUe$E"D AP-CrNS ,AR6 2ttiEGAT<\T"ED, t" <S.iL 13 A¢tf.S Tn L'E A-u0,,,io6 CONSM0 T1ON Z R!C1iARD \` SCALE: DATE: OP�F N DR. BY APP D. BY.: fYO R JAG V a �oB No. X4 8 S HEET I OF d FORM 9/9/67 i