The URL can be used to link to this page

Home My WebLink About83-868 - Sewage Disposal SystemExist,nq Ccs: • � Cover � % , 4k I m I� r pl TOP OF FOUND EL = 11,38 (eX-1-5-Fl n9 ) 0.' _ 41 CAST IRON (OR - EQUAL) PIPE -MIN. PITCH 1/41 PER FT. p o` rEL9 EL= Ease as f/aooed-6= Doq Scholl 'r-�o- t�8 10 FT. MIN. 4 CONCRETE COVERS 121 MAX D' 4 ' FLOW LINE b IQII � RR MIN II /000 GAL SEPTIC TANK 411 SCH 40 PVC PIPE -MIN. PITCH 1/811 PER FT ELz J , EL= o, O- EL= 8.8 DIST EL= E' 5 BOX 3/411- 1 1/2'— WASHED STONE PROFILE OF SEWAGE DISPOSAL SYSTEM ' NOT TO SCALE L_J I I I I r I I it II JI I 1 I I I I. IL - - - - - - - - - - - - - - - - - - r-, .i u o e SOIL TEST EXISTING SPOT ELEVATION 00x0 OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 DATE OF TEST 1E'-10'19'7 DATE OF TEST DATE OF TEST WITNESSED BY 7-, �7— WITNESSED BY WITNESSED BY FOR THE SUBSURFACE DISPOSAL OF SEWAGE PERC. RATE <2 MIN./ INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH OFFICE AS TO COMPLIANCE WITH TOWN ELEV.= �O.O_ TO OBTAIN SUCH DETERMINATION FROM -ELEV.= ELEV= SIGNED IN RED. THIS OFFICE ASSUMES NO DEPTH ON COPIES WHICH DO NOT HAVE ORIGINAL STAMPS AND SIGNATURES 6.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 Top , Sub D. LOADING SHALL BE USED UNDER OR WITHIN IO FT. OF DRIVES OR PARKING AREAS 7 SETBACK REQUIREMENTS (MINIMUM) FRONT 30' SIDE 20' REAR APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION Loi 54 (/4) Breezy Poini Roaal We// Graa1e APPLICANT NICK SILVESTRO L anaI Use Med. - Fi1& ( FORMERLY R. ✓. OWEARN /NC. ) , CROSS SECTION VIEW0 ' Sano LIQUID DEPTH TEE DEPTH SEPTIC TANK DETAIL a i BELOW FLOW LINE /.O /08" 14 INCHES NOT TO SCALE WATER AT. 8% EL= 2'8 WATER AT EL= WATER AT EL= 6 FT 24 INCHES 7 AQ UN 7 FT 29 INCHES SCALE: DATE: 8 FT. 34 INCHES DESIGN CALCULATIONS APPD. B� �^�•? JOB NO. 67-407e I NUMBER OF BEDROOMS........ ...... I I ♦ A '.wq., f'.' M.{ kcr�ti, w �. '� GARBAGE DISPOSAL UNIT... ... No 5- - - 220 ( 1/0 GAL/BR./DAYx BR.). GAL/ DAY REQUIRED SEPTIC TANK CAPACITY. ......... 330 7------- --- --- - --- ` s LEACHING AREA REQUIREMENTS SIDEWALL AREA 2.s GAL./S.F. BOTTOM AREA /•0 GAL./S.F. LEACHING CAPACITY ( BO -TOM + SI DEWALL) 222.5 GAL. ((,G x 0.b x 2.5)-.t (5-x 2,5 x io) RESERVE LEACHING CAPACITY .... ............. 222.5 GAL. Exist,nq Ccs: • � Cover � % , 4k I m I� r pl TOP OF FOUND EL = 11,38 (eX-1-5-Fl n9 ) 0.' _ 41 CAST IRON (OR - EQUAL) PIPE -MIN. PITCH 1/41 PER FT. p o` rEL9 EL= Ease as f/aooed-6= Doq Scholl 'r-�o- t�8 10 FT. MIN. 4 CONCRETE COVERS 121 MAX D' 4 ' FLOW LINE b IQII � RR MIN II /000 GAL SEPTIC TANK 411 SCH 40 PVC PIPE -MIN. PITCH 1/811 PER FT ELz J , EL= o, O- EL= 8.8 DIST EL= E' 5 BOX 3/411- 1 1/2'— WASHED STONE PROFILE OF SEWAGE DISPOSAL SYSTEM ' NOT TO SCALE 4INLET Exr�ting � ; '� Exrsfina 7 6edroo H.3' Owe//n�j// / Proposed ;' Lo f' ED Addition a �// ' C Sec Nofe I3 t Lot s3 x (0.2' /; // i /d �' 3 `' q I Exlsdiny m L /DOO Ga/ ✓I l iii i�) I'' 5epfic Tqnk N1:X15 lr�g i III III I II i I I. 10 � I � L .� � ins: +f -+.ice � --rte f'?�,r�+ .✓�y� � 11 ,in Existing Wa/r All unsur Fob/e moterio/ 51)a/1 be j' 3 flue to rrertxu9' or excavated Friurider and fo ,aroc 1o'und /eocknj area and re ploced. wl clean me /um sand d -w.v . jr�#.-�}„wiyyq.+dt�stia,lt� r,j.�iMrc ..r .n"I1 ^• II�V.fin r" '�' / I � r "`----Breokcuf Can foul' E/ 8.� //Zo Me7,i•' r u, P aEIVCN MA RK 9" 7•oP of flx- /`r,fiiL BREEZY P011'VT f/2C,'�4O All 56 DHTuM 40' Wipe Town woJc 6REA1<0I/7 CALCUL g7/ONS 9x3 8x9 5 x150- /2'< flo'/J^tua/ .•. No br'e9f000.7�' 24 DIA COVERS —� PLANVIEW FRAMES & COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN PLACE 3 MIN. Q. 61 MIN. FLOW LINE 2 MIN. -101 MIN t -A CLEAN SAND 41 DOUBLE PERFORATED PVC PIPE t-2% MIN. 21 LAYER OF 1/811 1/211 WASHED STONE 1 1121 MIN o p o 0 o a ° 0 a n 28' BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE Ems= 2.8 ADJUSTED GROUND WATER TABLE (121/01,57) EL= 44 //Z• cuoshed Stone -- L_J I I I I r I I it II JI I 1 I I I I. IL - - - - - - - - - - - - - - - - - - r-, .i 4INLET Exr�ting � ; '� Exrsfina 7 6edroo H.3' Owe//n�j// / Proposed ;' Lo f' ED Addition a �// ' C Sec Nofe I3 t Lot s3 x (0.2' /; // i /d �' 3 `' q I Exlsdiny m L /DOO Ga/ ✓I l iii i�) I'' 5epfic Tqnk N1:X15 lr�g i III III I II i I I. 10 � I � L .� � ins: +f -+.ice � --rte f'?�,r�+ .✓�y� � 11 ,in Existing Wa/r All unsur Fob/e moterio/ 51)a/1 be j' 3 flue to rrertxu9' or excavated Friurider and fo ,aroc 1o'und /eocknj area and re ploced. wl clean me /um sand d -w.v . jr�#.-�}„wiyyq.+dt�stia,lt� r,j.�iMrc ..r .n"I1 ^• II�V.fin r" '�' / I � r "`----Breokcuf Can foul' E/ 8.� //Zo Me7,i•' r u, P aEIVCN MA RK 9" 7•oP of flx- /`r,fiiL BREEZY P011'VT f/2C,'�4O All 56 DHTuM 40' Wipe Town woJc 6REA1<0I/7 CALCUL g7/ONS 9x3 8x9 5 x150- /2'< flo'/J^tua/ .•. No br'e9f000.7�' 24 DIA COVERS —� PLANVIEW FRAMES & COVERS SHALL BE SET WITH MASONRY UNITS WHICH ARE TO BE MORTARED IN PLACE 3 MIN. Q. 61 MIN. FLOW LINE 2 MIN. -101 MIN t -A CLEAN SAND 41 DOUBLE PERFORATED PVC PIPE t-2% MIN. 21 LAYER OF 1/811 1/211 WASHED STONE 1 1121 MIN o p o 0 o a ° 0 a n 28' BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE Ems= 2.8 ADJUSTED GROUND WATER TABLE (121/01,57) EL= 44 //Z• cuoshed Stone -- pe r j o. -a /cci l/ r— C/ean" sand 5' SECTION IIA - All NOT TO SCALE MIN. EL -EL= 3.0- -EL= 8.4 -EL= r'-9 3,5'`;�e ncrre 8� f--REMOVEABLE COVER OUTLET PIPES AS REQUIRED INLET FLOW o: OUTLET LINE .-Iff I �Ij 6 A: a. I1. 211 a: INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 r - f''r�°r , N -F '9 c 4 , NO. OF OUTLETS: 3 ' Vl"1,6A �; is RtcJ. j�J0.27171DIST. BOX DETAIL' NOT TO SCALE % ti... ,.e 8. F1 vorionce of D, 5" ,� reburied' f', -or, a�oder- �66.� od•uadmer�i. 9. A variance o f 2' /s re8ulino/ from dhe �ron t /� roperfy �Ye 7'/,e orimor,y z y,5/am /0. A v�2rronce of 2' 1's `L-gul I red l•om ih= /O' exco✓abL,17 od dke rro,) t of 14he /o A /A A reserwc crreo /,oa nod been pro�lr>'ed, s/o�/d a /Mw s sk-M / be needoif/G peJci31ii9 sy- iCn-7 should be 2ma✓eo onc% eK C4 vo d and rc�/aces .,-IA c/can med,irm sora", fn t/,e ,5q�is�ncfrbr7 of fdie Baar,d o{ h!ca 177'/5. /2 717e exi3}'1nJ eesso�/ s6a// he obanc7c, eco Pun7Ped and f'illea' with G/ear m,esium ara fo �h` 5o{r;✓facdlo// of /3, f-faclbores,sholl be', keo'pr-ror' /b excavate"o��'and shy+/! mmol» un/ -1/ a// Esc//SfvrbecJ areas are reve�etofec% LOCATION MAP u o e LEGEND: EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR - - - 00- - - - - - FINAL SPOT ELEVATION 00. -51 FINAL CONTOUR I� SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT (> TOWN WATER —W = W CATCH BASIN » 4 FT. MIN. I. ALL WORKMANSHIP AND MATERIALS SHALL .'q. TOWN OF xaRn•1oc17-H RULES & REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 1211 OF FINISHED GRADE 3.EXISTING AND FINAL GRADES SHALL REMAIN LIQUID 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 DEPTH 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 D. LOADING SHALL BE USED UNDER OR WITHIN IO FT. OF DRIVES OR PARKING AREAS 7 SETBACK REQUIREMENTS (MINIMUM) FRONT 30' SIDE 20' REAR APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION Loi 54 (/4) Breezy Poini Roaal yarmouth Mc�ssachuse>�s APPLICANT NICK SILVESTRO L anaI Use Techno%gy, Inc. ( FORMERLY R. ✓. OWEARN /NC. ) , CROSS SECTION VIEW0 UTLET TEE SOUTH DENIMS, MA. LIQUID DEPTH TEE DEPTH SEPTIC TANK DETAIL a i BELOW FLOW LINE 4 FT. 14 INCHES NOT TO SCALE 5 FT. 19 INCHES 6 FT 24 INCHES H OF `'• `,ISO 111 7 FT 29 INCHES SCALE: DATE: 8 FT. 34 INCHES DESIGN CALCULATIONS APPD. B� �^�•? JOB NO. 67-407e SHEET 1 OF ' 1 NUMBER OF BEDROOMS........ ...... 0 GARBAGE DISPOSAL UNIT... ... No TOTAL ESTIMATED FLOW 2 220 ( 1/0 GAL/BR./DAYx BR.). GAL/ DAY REQUIRED SEPTIC TANK CAPACITY. ......... 330 GAL. ACTUAL SIZE OF SEPTIC TANK... ... /000 GAL. LEACHING AREA REQUIREMENTS SIDEWALL AREA 2.s GAL./S.F. BOTTOM AREA /•0 GAL./S.F. LEACHING CAPACITY ( BO -TOM + SI DEWALL) 222.5 GAL. ((,G x 0.b x 2.5)-.t (5-x 2,5 x io) RESERVE LEACHING CAPACITY .... ............. 222.5 GAL. pe r j o. -a /cci l/ r— C/ean" sand 5' SECTION IIA - All NOT TO SCALE MIN. EL -EL= 3.0- -EL= 8.4 -EL= r'-9 3,5'`;�e ncrre 8� f--REMOVEABLE COVER OUTLET PIPES AS REQUIRED INLET FLOW o: OUTLET LINE .-Iff I �Ij 6 A: a. I1. 211 a: INLET TEE PROVIDED PER SECTION 15.10.2 TITLE 5 r - f''r�°r , N -F '9 c 4 , NO. OF OUTLETS: 3 ' Vl"1,6A �; is RtcJ. j�J0.27171DIST. BOX DETAIL' NOT TO SCALE % ti... ,.e 8. F1 vorionce of D, 5" ,� reburied' f', -or, a�oder- �66.� od•uadmer�i. 9. A variance o f 2' /s re8ulino/ from dhe �ron t /� roperfy �Ye 7'/,e orimor,y z y,5/am /0. A v�2rronce of 2' 1's `L-gul I red l•om ih= /O' exco✓abL,17 od dke rro,) t of 14he /o A /A A reserwc crreo /,oa nod been pro�lr>'ed, s/o�/d a /Mw s sk-M / be needoif/G peJci31ii9 sy- iCn-7 should be 2ma✓eo onc% eK C4 vo d and rc�/aces .,-IA c/can med,irm sora", fn t/,e ,5q�is�ncfrbr7 of fdie Baar,d o{ h!ca 177'/5. /2 717e exi3}'1nJ eesso�/ s6a// he obanc7c, eco Pun7Ped and f'illea' with G/ear m,esium ara fo �h` 5o{r;✓facdlo// of /3, f-faclbores,sholl be', keo'pr-ror' /b excavate"o��'and shy+/! mmol» un/ -1/ a// Esc//SfvrbecJ areas are reve�etofec% 1 LOCATION MAP LEGEND: EXISTING SPOT ELEVATION 00x0 EXISTING CONTOUR - - - 00- - - - - - FINAL SPOT ELEVATION 00. -51 FINAL CONTOUR I� SOIL TEST LOCATION TELEPHONE POLE -0- HYDRANT (> TOWN WATER —W = W CATCH BASIN » GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E, TITLE 5 AND THE TOWN OF xaRn•1oc17-H RULES & REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE 2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 1211 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 IO FT. OF DRIVES OR PARKING AREAS 7 SETBACK REQUIREMENTS (MINIMUM) FRONT 30' SIDE 20' REAR APPROVED: BOARD OF HEALTH DATE AGENT PROJECT LOCATION Loi 54 (/4) Breezy Poini Roaal yarmouth Mc�ssachuse>�s APPLICANT NICK SILVESTRO L anaI Use Techno%gy, Inc. ( FORMERLY R. ✓. OWEARN /NC. ) , Engineers - Lond Surveyors - Sanitarians 35 ROUTE 134 - UIV/T 3 - P O. BOX 237 SOUTH DENIMS, MA. REVISIONS' a i r 1�,e. ..... .. H OF `'• `,ISO 111 SCALE: DATE: Feb. DR. BY: C. /=ery7onc�e2 APPD. B� �^�•? JOB NO. 67-407e SHEET 1 OF ' 1 1