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Home My WebLink About42.141 - Sewage Disposal System Design Plan' 5 ' •1 A 7 Er m L - - - - 10.67' r - - SYSTEM DESIGN DATA 1.1 _ YYIL(C CLEEAM(R�EOVER m5 t en 7 } 3 PLACES I I I DESIGN LOADING: 4 BR. AT 110 GPD, _440 ____ GPD . 44 C 14�Y area 0 36LaTct �L14 I tt I / Go / T7p 1 to , AVGDAILY FLOW 2 1 u�C �CAC Q m 127 �� Il _ �I 1� - SEPTIC TANK REQUIRED: _- 440--X 200%= 880 G L. OR 1500 GAL. MIN. 12ki �p°k0- O \ _ % \ r ✓ Uj AVG. DAILY FLOW ts3 Timothy & SEPTIC TANK PROVIDED: 1500 GALLONS DUAL COMP. L LC c _1i9IM b°' ASAI s '-1 '�� Ac ( 01 2 PO's I I I I LEACHING AREA REQUIRED: 440 1 ie 4AC 1WAC - I _ 0.74 GPD S.F. 597 S.F. Ac - J L - - AVG. DAILY FLOW K.M. Games t� 24•CAST WON PLAN VIM 1. LONG TERM ACCEPTANCE RA (LTAR) FOR -.:52 MPI _ = 0,74 (TITLE 5) q2�141" ❑ .2t 7 1 A 9 `•' Pro IRON) J t7E 2st Ac 9 A '`m C a r1 AC 3 ACCESS T zACCESS COV [�T_ PERC. RATE AC .28179 26 ,ORB �tlAC (SEE NOTE 3) (SEE NOTFINAL E GRACE MA_ 141 Xa A PLASTIC PIPE BE _ MAC 128 (' a DI G.... `� 32AC 125 IJ� gt5ib Z2'6£T ET ATE) STREET [, , 155 1 0.42 AC 4 •f IAC^ 0.30 AC 118 Lr' I 1 R 164 0.40 AC •� yB 11 .i AC I C 0.47 Ac flj 42 ;-VD L0 ° MAC 1 1.16 [2 Y1 2 AC 82 A-�%� 157 ( 11C 144 18 a 153 � � .q AC 6 1.BO AC � - OawHt S7AEET DAD AC 9 T 83 2 145 147 • 3' AIRSPACE (TYP.) 3 ^�''. 6' ABOVE 0 LEV. - °• I __.77aGiL CEVE� 0 S.F. 10" BELOW UO IEV SEE NOTE 2 GAS BaI SEE NOTE 2 GAS BAFFLE L� (TYP) ZABEL FILTER (RESERVE S.A.S.) (TYP) M 0LEACHING . 7 1 0 1.17AC 134 AC SECTION YETI' - \ 1� -• 154 <� a3152 s �Eey e. 143 LT 1500 GALLON 2 COMP. SEPTIC TANK DETAILS N0�` SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. \ "��'� Edith E. Hallowell s 50AC SOIL OBSERVATION HOLE LOG (N.T.S.) \ & W. Churchill TM - 1 11-15-12 ELEV. = 101 \ LOCUS MAP 1.) TANK CONSTRUCTION SHALL CONFORM TO 310CMR 15.226 AND 224. \ AREA = 41,79Of S.F. 2.) OUTLET TEE CONFIGURATION SHALL BE AS FOLLOWS: DEPTH FROM SOIL SOIL TEXTURE SCIL COLOR sat OTHER \\ I NOT TO SCALE OQUD DEPTH IN DEPTH OF TEE SURFACE INCHES) HORIZON TANK BELOW FLOW --- (U FILL iMUNSELL) DT➢)NC (STRICTURE. STONES. BOULDERS. CONSISTENCY, % GRAVEL) 5. \\ LEGEND CONEITRUCTION NOTES 3.) ACCESS COVER OVER INLET TO BE BROUGHT TO WITHIN 6" OF FINISH GRADE. ACCESS COVER OVER FILTER (OUTLET) TO BE BROUGHT TO \1.) AIL COVERS MUST BE BROUGHT TO WITHIN 6" OF FINAL GRADE. FINAL GRADE AND SECURED TO PREVENT UNAUTHORIZED ACCESS. �0'�' EXISTING CONTOU ALL PAC PIPE TO BE WELDED WITH SOLVENT, 4.) TANK SHALL BE PLACED ON MINIMUM 6" COMPACTED STONE BASE. PROPOSED CONT URI 2.) EX13TING AND PROPOSED GRADING IS TO BE IN ACCORDANCE WITH 5.) MIN. COVER 12", MAX. COVER 26'. k86 \ DESIGN PLAN. \\ 20p•2 EXISTING ELEVATION 3.) LOAM, SUBSOIL, AND ANY UNSUITABLE MATERIALS ARE TO BE \ X REMOVD FROM THE TRENCH AREA AND 5' AROUND, AND REPLACED WITH TH -2 11-15-12 ELEV. = 10A \ PROPOSED ELEVATION CLEAN SAND TO TOP OF PIPE GRADE. SAND SHALL MEET - - - "- John A. & i SPECIFCATIONS AS SET FORTH IN 310 CMR 15.255(3). DEPTH rna4 SOIL SOIL TEXTURE SOL COLOR SOL OTHER \ 4. SEWAGE SYSTEM COMPONENT LOCATIONS ARE TO BE STAKED FOR SURFACE INCHES) HomzoN (us°p) (MUNSELL) OTTLNC (STRUCIDRE. STONES. BOULDERS. CMSISTENCY. X CRAWL) Suzanne M. COSali o \ DEEP TEST HOLE ) 4" DIA INLET cu LOCATIDN AFTER AS -BUILT CERTIFICATION AND BACK -FILLING, UNTIL 0-18" A SL IOYR 4/1 L -- c} \ -CRUMB, NO GRAVEL °' a SUCH IME THAT FINAL GRADING AND LANDSCAPING HAS BEEN 18-30" B C3 \ \ PERCOLATION TEST COMPLETED. I SL 10YR 5/6 -- MASSIVE, V. FRI. NO GRAV. 30-78" CI M. SAND IOYR 5/4 -- S. GRAINED, LOOSE, NO GRAVEL ) 78-90" C2 F. SAND IOYR 6/2 S8" S. GRAINED, NO GRAVEL 5. ALL DISTURBED AREAS SHALL BE LOANED, SEEDED, AND STABILIZED -. - _ 7p \ G EXISTING TREE IMMEDIATELY UPON COMPLETION OF WORK. CONTRACTOR SHALL CONSULT N 90-126" C3 C. SAND 1OYR 6/2 S. GRAINED, LOOSE, NO GRAVEL a \ WITH OWNER AS TO FINAL LANDSCAPING REQUIREMENTS. \ \ -W -WATER LINE 6.) DRIVEWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH YARMOUTH MOTTLES AND ATER ENCOUNTE ED 0 88" = ELE . 2.67' AD JUSTE DTO ELI 3.5' \ DPW REGULATIONS BY LICENSED CONTRACTOR. SEPARATE PERMIT > \ \ REQUITED. L TESTING WTNES ED BY AMY VO HONE, YARMOU BOARD OF HEA TH AGENT '.1500 GALLONDU L -COMPARTMENT 7•) WATER SERVICE CONSTRUCTION SHALL BE IN ACCORDANCE WITH �k�YARMCUTH DPW REGULATIONS BY LICENSED CONTRACTOR. SEPARATE TH - 3 11-15-12 ELEV. = 10.1 g , 1Q SEPTIC TANK PERMIT REQUIRED. DEPTH MW SOL SOB. TEXTURE SOL COLOR sat 4" DIA INLET INLET INV. = 10.0 OTHER CONSISTENCY, \ \ + SURFACE (INCHES) HORIZON (USDA) (STRUCTURE. STONES. BOULDERS. F GRAVEL) V OUTLET INV.= 9.9 2" _ (MUNSEw MornNc g \ 6 °-12 A SL IOYR 4/1 1-- CRUMB, NO GRAVEL \ Q DISTRIBUTION BO 12-18" B SL IOYR 5/6 -- MASSIVE, V. FRL NO GRAY. i� R. \\ INLET. INV. = 9.4 - w. 18-90" C1 M. SAND 10YR 5/4 -- S. GRAINED, LOOSE. NO GRAVEL \ OUTLET INV.S = .30 90-110" C2 F. SAND 10YR 6/2 0" S. GRAINED, NO GRAVEL 8 DISTRIBUTION BOX DET II l 3 Q 40' X 15' LEACHING BED (N. T. S.) MOTTLES ANDLATER ENCOUNT RED 9 90" - ELE . 2.6' ADDU TO ELEVATI 3.5' o " • • 1.) DISTRIBUTION BOX SHALL CONFORM TO 310 CMR 15.232 MIT 3 DOUBLET WASHED RUSHED STONE 2.) ALL OUTLETS TO BE AT SAME ELEVATION, AT LEAS- 2" BELOW INLET. TESTING WITNES ED BY AMY VOI HONE, YARMOU BOARD OF HEA TH AGENT S° BOTTOM OF STONE- EL. = 8.50 3.) PIPES SHALL BE LAID LEVEL FOR FIRST 2 FEET OUT OF DISTR. BOX. INV.S @ ENDS = 9.00 4.) DISTRIBUTION BOX SHALL BE PLACED ON MINIMUM 6" COMPACTED z INV.S ® BEGINS III= 9.20 PROP. GRADE EXIST. GRADESTONE BASE, AND ITS LOCATION MARKED WITH METAL TAPE. k 5.) DISTRIBUTION BOXES BURIED GREATER THAN NINE (9) INCHES PERCOLATION TEST RESULTS 11-15-12 PERCOLATION TEST RESULTS 11-15-12 wooded 9 p 1 ' { BELOW GRADE SHALL BE EQUIPPED WITH RISERS. ,°0 4 � (RESERVE S.A.S.) 30' X 20' LEACHiG BED 1+1 TEST HOLE DEPTH RATE TEST HOLE DEPTH RATE ° kg2 wooded W/6" OF 3/a" - 1 Y2" I� -- - - - - - - ------ DOUBLE WASHED RUSHED STONE w.- - - 5' STRIP AREA 15' TH-2 56" (<2 MPI) TH-3 54" (<2 MPI) MAGNETIC 2' PEASTONE JAYER i kjo \. y BOTTOM OF STONE EL. = 8.50 (TYp. (TYP.) I CERTIFY THAT ON APRIL, 1996 I HAVE PASSED THE SOIL EVALUATION EXAMINATION 1 SEE CONST. NOTE 3 2,5' �6) INV.S @ ENDS = 9.00 1 5' ( ) TAPE e j I I 1 1 ".. 0 15 '� ADJUSTED ESHGW - 3.5'I v INV.S BEGINS 9. APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE Arjq, DATUM ELEV IABOVE ANALYSIS WAS PERFORME E CONSISTENT WITH THE REQUIREMENT 0. j 00ell > TRAINING EXP SE AN X ER CE DE RIBED IN 310 CMR 15017. .3` SECTION A -A MAGNETIC SIGNED: THOMAS DIPERSIO - SOIL ALUATOR ✓ ''* END SECTION �.. SCALE: HORIZ.: 1" = 20' TAPE VERT.: 1" = 10' (N.r.s.) VENT PIPE GENERAL NOTES Seth & PROPOSED HOUSE ' L 2" PEASTONE CONNECTION 1.) ALL WORK SHALL CONFORM TO THE MOST RECENT EDITION OF 310 CMR 15.000, TITLE t. o. c.=13.0 `kplp LAYER Deborah Martin f",. c.fl.=5.3 t �`� 0' 5, AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR THE SUBSURFACE j 70 DISPOSAL OF SANITARY SEWAGE. gar fL=12 5 r Y 20. uw ;: ONT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING HORIZONTAL AND VERTICAL N In Z o x n o 0000 4' SCH 40 PVC PERF @ 0 005'jFT ) vY o � M Li In o w 22'BENO CONTROL FROM THE DESIGN ENGINEER. <Ooi moi of m p F .- a7 Oi Oi 0 3.0= zII z n n II u u / r 3.) CONTRACTOR SHALL VERIFY ALL PLUMBING FLOWS TO PROPOSED SEPTIC TANK AND Edith Hallowell 2 00 u o_ z t ti ,„ kj Til Q 10 -u a z ~ > N = 3 E.. SHALL LOCATE ANY EXISTING SANITARY FACILITIES ON THE SITE NO LONGER IN USE AND �uv °� ,} & WEChurchill o N 9 CD PROPOSE N Z < W - w L AND/OR REMOVE IN ACCORDANCE WITH T OF YARMOUTH LO DRIVEWAf1 o o cn z F Of - w bi Z 0 / PUMP OUT, FILOWN o - - SIDE SECTION -. 1 a o _j = o Z La vn o ®W 3/4 -1 1 2' (N.rs.) 4.) CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES AND 0 x 0 J H (n w `- m STONE > x (i 011 ® ORENCO CF -4 CONTACT DIG -SAFE AND LOCAL WATER DEPARTMENT AT LEAST THREE (3) BUSINESS DAYS " "� x `4` -`" O ACTIVATED CARBON IN ADVANCE OF EXCAVATION. INSPECTION PORT tit kj0 z AIR FILTER CONCRETE 5.) THERE ARE NO WETLANDS OR WELLS WITHIN 100 FEET OF THE SEWAGE SYSTEM AS (SEE DETAIL) kj stf t <� o PROPOSED GRADE PROPOSED. LLA og ~ 6.) THIS PLAN IS NOT INTENDED TO OFFER ANY DETERMINATION AS TO COMPLIANCE WITH 5' STRIPOUT AREA } I ' m DEEDED OR ZONE RESTRICTIONS OR REGULATIONS. REFERENCE IS MADE TO ZONING / (SEE NOTE 3) );yfr 1 / O J BOARD OF APPEALS DECISION #3808. ��fSt R LEACHING 7.) SITE LIES WITHIN FLOOD ZONES A&B, AS SHOWN ON MAP #250015 0006D, DATED gREA BED LEACHING 4" SCH40 PVC JULY 2, 1992. VENT :; <s•, �\ I MANIFOLD PIPE (� (SEE DETAIL) %!1�"{\ ) _ (TYP.) PIPES TYP. 8.) ASSESSORS REFERENCE: MAP #3' PARCE #27. VENT DETAIL f ''�//Q2 i 9.) REQUESTS FOR INSPECTIONS OR S -BUILT LO TIONS MUST BE MADE 48 HOURS IN 10 /N / Q6 h Brant �_v i PROPOSED GRADE ADVANCE. �v V PROP. GRADE 4- PERF 3" MAX. MAR ED W/METALSIE CAP �� EXIST. GRADE °' SEWAGE DISPOSAL SYSTEM DESIGN ' L5 _ 4D' TM`~V✓-j'Y .�1 kj'o - �� ve�g..V °stn jos BENCHMARK T.O. .=13.0 --- a' ? LEACHING BED (TYP.) APPLICANT: JOSEPH TRAINOR 'Eft - 0 j� j TOP OF MAG NAIL - - - - - - - - a 4 µ DEC 10 2012 coreG0 ELEV. = 11.10 N.G.V.D. 5' STRIPOIT AREA MATERIAL OR LOCATION: 82 SOUTH STREET - SOUTH YARMOUTH, M kj 6 ,� ,�, ,,,,,s »x , ,,,, >' NAT. OCCURRING TSISTURUSETTs eet 9YOnite curb �1 t� w �v v mit. !✓a 5 (SEE CONT. NOTE 3) ° k' , ; .1. SAND FILL (TYP.) SEED ESHGW - 3.5' 1 PORT DETAIL DESIGNED BY: SCALE: DATE: 12-6-12 �- -t 118' sch40 PVC 1 '2sCh40 PV 3 (N.T.S.) TO AS NOTED -� ® DATUM ELEV 1@ 2.22% DRAW BY: JOB N• JOB PATH I✓ 0.00I LEACHING BED DETAILS TO 2559 J:\sdskprot\2559\dw9\septic system.dwg �V,�F l ggSs9C 1.) S.A.S. SHALL CONSIST Of 1 15'x 40' LEACHING BED AS SHOWN ON PLAN. P`I ki O 2.) BED SHALL HAVE 6" OF DOUBLE WASHED LEACH STONE MEETING ° THOMAS P. sc TITLE 5 SPECIFICATIONS. 1 DiPERS10,JR m ITHOMAS ��® ��®�� PROFILE 3.) MINIMUM 2" LAYER OF Y." - X DOUBLE WASHED PEASTONE SHALL BE 4 CV!L PLACED OVER SAS, MEETING TITLE 5 SPECIFICATIONS. ALL STONE SHALL No. 77 SITE PLAN VIEW SCALE: HORIZ.: 1" = 20' CERTIFIED BY THE SUPPLIER AS MEETING TITLE 5 SPECS.9s� _ &1EnglnwdngConsultants,Inc. SCALE: 1 20' 4J SAS CONSTRUCTION SHALL BE IN ACCORDANCE WITH 310 CMR 240. '�S -r LendSUtrByO(S Od&EmtmmerftEn*oei%PWDdngCo wAffte " = VERT.: 1" = 10' 5.) BOTTOM AND SIDES OF EXCAVATION SHALL BE CLEAN, LEVEL, AND _ SCARIFIED PRIOR TO PLACEMENT OF STONE, 285 wASFIwGTON STREEI HUDSON,MA01740 PHONE (278) i 8:.1 ) FAX: (978) 56S4:C94 - 4• DIa Ou TEE LEACHING AREA PROVIDED: BOTTOM AREA: (15)(40) = 6 0 S.F. TOTAL AREA: = 600F. (RESERVE S.A.S.) M 0LEACHING AREA PROVIDED: BOTTOM AREA: (20)(30) = 6 0 S.F. TOTAL AREA: = 600 F. . 7 1 0 1.17AC 134 AC SECTION YETI' - \ 1� -• 154 <� a3152 s �Eey e. 143 LT 1500 GALLON 2 COMP. SEPTIC TANK DETAILS N0�` SYSTEM IS NOT DESIGNED FOR A GARBAGE GRINDER. \ "��'� Edith E. Hallowell s 50AC SOIL OBSERVATION HOLE LOG (N.T.S.) \ & W. Churchill TM - 1 11-15-12 ELEV. = 101 \ LOCUS MAP 1.) TANK CONSTRUCTION SHALL CONFORM TO 310CMR 15.226 AND 224. \ AREA = 41,79Of S.F. 2.) OUTLET TEE CONFIGURATION SHALL BE AS FOLLOWS: DEPTH FROM SOIL SOIL TEXTURE SCIL COLOR sat OTHER \\ I NOT TO SCALE OQUD DEPTH IN DEPTH OF TEE SURFACE INCHES) HORIZON TANK BELOW FLOW --- (U FILL iMUNSELL) DT➢)NC (STRICTURE. STONES. BOULDERS. CONSISTENCY, % GRAVEL) 5. \\ LEGEND CONEITRUCTION NOTES 3.) ACCESS COVER OVER INLET TO BE BROUGHT TO WITHIN 6" OF FINISH GRADE. ACCESS COVER OVER FILTER (OUTLET) TO BE BROUGHT TO \1.) AIL COVERS MUST BE BROUGHT TO WITHIN 6" OF FINAL GRADE. FINAL GRADE AND SECURED TO PREVENT UNAUTHORIZED ACCESS. �0'�' EXISTING CONTOU ALL PAC PIPE TO BE WELDED WITH SOLVENT, 4.) TANK SHALL BE PLACED ON MINIMUM 6" COMPACTED STONE BASE. PROPOSED CONT URI 2.) EX13TING AND PROPOSED GRADING IS TO BE IN ACCORDANCE WITH 5.) MIN. COVER 12", MAX. COVER 26'. k86 \ DESIGN PLAN. \\ 20p•2 EXISTING ELEVATION 3.) LOAM, SUBSOIL, AND ANY UNSUITABLE MATERIALS ARE TO BE \ X REMOVD FROM THE TRENCH AREA AND 5' AROUND, AND REPLACED WITH TH -2 11-15-12 ELEV. = 10A \ PROPOSED ELEVATION CLEAN SAND TO TOP OF PIPE GRADE. SAND SHALL MEET - - - "- John A. & i SPECIFCATIONS AS SET FORTH IN 310 CMR 15.255(3). DEPTH rna4 SOIL SOIL TEXTURE SOL COLOR SOL OTHER \ 4. SEWAGE SYSTEM COMPONENT LOCATIONS ARE TO BE STAKED FOR SURFACE INCHES) HomzoN (us°p) (MUNSELL) OTTLNC (STRUCIDRE. STONES. BOULDERS. CMSISTENCY. X CRAWL) Suzanne M. COSali o \ DEEP TEST HOLE ) 4" DIA INLET cu LOCATIDN AFTER AS -BUILT CERTIFICATION AND BACK -FILLING, UNTIL 0-18" A SL IOYR 4/1 L -- c} \ -CRUMB, NO GRAVEL °' a SUCH IME THAT FINAL GRADING AND LANDSCAPING HAS BEEN 18-30" B C3 \ \ PERCOLATION TEST COMPLETED. I SL 10YR 5/6 -- MASSIVE, V. FRI. NO GRAV. 30-78" CI M. SAND IOYR 5/4 -- S. GRAINED, LOOSE, NO GRAVEL ) 78-90" C2 F. SAND IOYR 6/2 S8" S. GRAINED, NO GRAVEL 5. ALL DISTURBED AREAS SHALL BE LOANED, SEEDED, AND STABILIZED -. - _ 7p \ G EXISTING TREE IMMEDIATELY UPON COMPLETION OF WORK. CONTRACTOR SHALL CONSULT N 90-126" C3 C. SAND 1OYR 6/2 S. GRAINED, LOOSE, NO GRAVEL a \ WITH OWNER AS TO FINAL LANDSCAPING REQUIREMENTS. \ \ -W -WATER LINE 6.) DRIVEWAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH YARMOUTH MOTTLES AND ATER ENCOUNTE ED 0 88" = ELE . 2.67' AD JUSTE DTO ELI 3.5' \ DPW REGULATIONS BY LICENSED CONTRACTOR. SEPARATE PERMIT > \ \ REQUITED. L TESTING WTNES ED BY AMY VO HONE, YARMOU BOARD OF HEA TH AGENT '.1500 GALLONDU L -COMPARTMENT 7•) WATER SERVICE CONSTRUCTION SHALL BE IN ACCORDANCE WITH �k�YARMCUTH DPW REGULATIONS BY LICENSED CONTRACTOR. SEPARATE TH - 3 11-15-12 ELEV. = 10.1 g , 1Q SEPTIC TANK PERMIT REQUIRED. DEPTH MW SOL SOB. TEXTURE SOL COLOR sat 4" DIA INLET INLET INV. = 10.0 OTHER CONSISTENCY, \ \ + SURFACE (INCHES) HORIZON (USDA) (STRUCTURE. STONES. BOULDERS. F GRAVEL) V OUTLET INV.= 9.9 2" _ (MUNSEw MornNc g \ 6 °-12 A SL IOYR 4/1 1-- CRUMB, NO GRAVEL \ Q DISTRIBUTION BO 12-18" B SL IOYR 5/6 -- MASSIVE, V. FRL NO GRAY. i� R. \\ INLET. INV. = 9.4 - w. 18-90" C1 M. SAND 10YR 5/4 -- S. GRAINED, LOOSE. NO GRAVEL \ OUTLET INV.S = .30 90-110" C2 F. SAND 10YR 6/2 0" S. GRAINED, NO GRAVEL 8 DISTRIBUTION BOX DET II l 3 Q 40' X 15' LEACHING BED (N. T. S.) MOTTLES ANDLATER ENCOUNT RED 9 90" - ELE . 2.6' ADDU TO ELEVATI 3.5' o " • • 1.) DISTRIBUTION BOX SHALL CONFORM TO 310 CMR 15.232 MIT 3 DOUBLET WASHED RUSHED STONE 2.) ALL OUTLETS TO BE AT SAME ELEVATION, AT LEAS- 2" BELOW INLET. TESTING WITNES ED BY AMY VOI HONE, YARMOU BOARD OF HEA TH AGENT S° BOTTOM OF STONE- EL. = 8.50 3.) PIPES SHALL BE LAID LEVEL FOR FIRST 2 FEET OUT OF DISTR. BOX. INV.S @ ENDS = 9.00 4.) DISTRIBUTION BOX SHALL BE PLACED ON MINIMUM 6" COMPACTED z INV.S ® BEGINS III= 9.20 PROP. GRADE EXIST. GRADESTONE BASE, AND ITS LOCATION MARKED WITH METAL TAPE. k 5.) DISTRIBUTION BOXES BURIED GREATER THAN NINE (9) INCHES PERCOLATION TEST RESULTS 11-15-12 PERCOLATION TEST RESULTS 11-15-12 wooded 9 p 1 ' { BELOW GRADE SHALL BE EQUIPPED WITH RISERS. ,°0 4 � (RESERVE S.A.S.) 30' X 20' LEACHiG BED 1+1 TEST HOLE DEPTH RATE TEST HOLE DEPTH RATE ° kg2 wooded W/6" OF 3/a" - 1 Y2" I� -- - - - - - - ------ DOUBLE WASHED RUSHED STONE w.- - - 5' STRIP AREA 15' TH-2 56" (<2 MPI) TH-3 54" (<2 MPI) MAGNETIC 2' PEASTONE JAYER i kjo \. y BOTTOM OF STONE EL. = 8.50 (TYp. (TYP.) I CERTIFY THAT ON APRIL, 1996 I HAVE PASSED THE SOIL EVALUATION EXAMINATION 1 SEE CONST. NOTE 3 2,5' �6) INV.S @ ENDS = 9.00 1 5' ( ) TAPE e j I I 1 1 ".. 0 15 '� ADJUSTED ESHGW - 3.5'I v INV.S BEGINS 9. APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE Arjq, DATUM ELEV IABOVE ANALYSIS WAS PERFORME E CONSISTENT WITH THE REQUIREMENT 0. j 00ell > TRAINING EXP SE AN X ER CE DE RIBED IN 310 CMR 15017. .3` SECTION A -A MAGNETIC SIGNED: THOMAS DIPERSIO - SOIL ALUATOR ✓ ''* END SECTION �.. SCALE: HORIZ.: 1" = 20' TAPE VERT.: 1" = 10' (N.r.s.) VENT PIPE GENERAL NOTES Seth & PROPOSED HOUSE ' L 2" PEASTONE CONNECTION 1.) ALL WORK SHALL CONFORM TO THE MOST RECENT EDITION OF 310 CMR 15.000, TITLE t. o. c.=13.0 `kplp LAYER Deborah Martin f",. c.fl.=5.3 t �`� 0' 5, AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR THE SUBSURFACE j 70 DISPOSAL OF SANITARY SEWAGE. gar fL=12 5 r Y 20. uw ;: ONT 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING HORIZONTAL AND VERTICAL N In Z o x n o 0000 4' SCH 40 PVC PERF @ 0 005'jFT ) vY o � M Li In o w 22'BENO CONTROL FROM THE DESIGN ENGINEER. <Ooi moi of m p F .- a7 Oi Oi 0 3.0= zII z n n II u u / r 3.) CONTRACTOR SHALL VERIFY ALL PLUMBING FLOWS TO PROPOSED SEPTIC TANK AND Edith Hallowell 2 00 u o_ z t ti ,„ kj Til Q 10 -u a z ~ > N = 3 E.. SHALL LOCATE ANY EXISTING SANITARY FACILITIES ON THE SITE NO LONGER IN USE AND �uv °� ,} & WEChurchill o N 9 CD PROPOSE N Z < W - w L AND/OR REMOVE IN ACCORDANCE WITH T OF YARMOUTH LO DRIVEWAf1 o o cn z F Of - w bi Z 0 / PUMP OUT, FILOWN o - - SIDE SECTION -. 1 a o _j = o Z La vn o ®W 3/4 -1 1 2' (N.rs.) 4.) CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UNDERGROUND UTILITIES AND 0 x 0 J H (n w `- m STONE > x (i 011 ® ORENCO CF -4 CONTACT DIG -SAFE AND LOCAL WATER DEPARTMENT AT LEAST THREE (3) BUSINESS DAYS " "� x `4` -`" O ACTIVATED CARBON IN ADVANCE OF EXCAVATION. INSPECTION PORT tit kj0 z AIR FILTER CONCRETE 5.) THERE ARE NO WETLANDS OR WELLS WITHIN 100 FEET OF THE SEWAGE SYSTEM AS (SEE DETAIL) kj stf t <� o PROPOSED GRADE PROPOSED. LLA og ~ 6.) THIS PLAN IS NOT INTENDED TO OFFER ANY DETERMINATION AS TO COMPLIANCE WITH 5' STRIPOUT AREA } I ' m DEEDED OR ZONE RESTRICTIONS OR REGULATIONS. REFERENCE IS MADE TO ZONING / (SEE NOTE 3) );yfr 1 / O J BOARD OF APPEALS DECISION #3808. ��fSt R LEACHING 7.) SITE LIES WITHIN FLOOD ZONES A&B, AS SHOWN ON MAP #250015 0006D, DATED gREA BED LEACHING 4" SCH40 PVC JULY 2, 1992. VENT :; <s•, �\ I MANIFOLD PIPE (� (SEE DETAIL) %!1�"{\ ) _ (TYP.) PIPES TYP. 8.) ASSESSORS REFERENCE: MAP #3' PARCE #27. VENT DETAIL f ''�//Q2 i 9.) REQUESTS FOR INSPECTIONS OR S -BUILT LO TIONS MUST BE MADE 48 HOURS IN 10 /N / Q6 h Brant �_v i PROPOSED GRADE ADVANCE. �v V PROP. GRADE 4- PERF 3" MAX. MAR ED W/METALSIE CAP �� EXIST. GRADE °' SEWAGE DISPOSAL SYSTEM DESIGN ' L5 _ 4D' TM`~V✓-j'Y .�1 kj'o - �� ve�g..V °stn jos BENCHMARK T.O. .=13.0 --- a' ? LEACHING BED (TYP.) APPLICANT: JOSEPH TRAINOR 'Eft - 0 j� j TOP OF MAG NAIL - - - - - - - - a 4 µ DEC 10 2012 coreG0 ELEV. = 11.10 N.G.V.D. 5' STRIPOIT AREA MATERIAL OR LOCATION: 82 SOUTH STREET - SOUTH YARMOUTH, M kj 6 ,� ,�, ,,,,,s »x , ,,,, >' NAT. OCCURRING TSISTURUSETTs eet 9YOnite curb �1 t� w �v v mit. !✓a 5 (SEE CONT. NOTE 3) ° k' , ; .1. SAND FILL (TYP.) SEED ESHGW - 3.5' 1 PORT DETAIL DESIGNED BY: SCALE: DATE: 12-6-12 �- -t 118' sch40 PVC 1 '2sCh40 PV 3 (N.T.S.) TO AS NOTED -� ® DATUM ELEV 1@ 2.22% DRAW BY: JOB N• JOB PATH I✓ 0.00I LEACHING BED DETAILS TO 2559 J:\sdskprot\2559\dw9\septic system.dwg �V,�F l ggSs9C 1.) S.A.S. SHALL CONSIST Of 1 15'x 40' LEACHING BED AS SHOWN ON PLAN. P`I ki O 2.) BED SHALL HAVE 6" OF DOUBLE WASHED LEACH STONE MEETING ° THOMAS P. sc TITLE 5 SPECIFICATIONS. 1 DiPERS10,JR m ITHOMAS ��® ��®�� PROFILE 3.) MINIMUM 2" LAYER OF Y." - X DOUBLE WASHED PEASTONE SHALL BE 4 CV!L PLACED OVER SAS, MEETING TITLE 5 SPECIFICATIONS. ALL STONE SHALL No. 77 SITE PLAN VIEW SCALE: HORIZ.: 1" = 20' CERTIFIED BY THE SUPPLIER AS MEETING TITLE 5 SPECS.9s� _ &1EnglnwdngConsultants,Inc. SCALE: 1 20' 4J SAS CONSTRUCTION SHALL BE IN ACCORDANCE WITH 310 CMR 240. '�S -r LendSUtrByO(S Od&EmtmmerftEn*oei%PWDdngCo wAffte " = VERT.: 1" = 10' 5.) BOTTOM AND SIDES OF EXCAVATION SHALL BE CLEAN, LEVEL, AND _ SCARIFIED PRIOR TO PLACEMENT OF STONE, 285 wASFIwGTON STREEI HUDSON,MA01740 PHONE (278) i 8:.1 ) FAX: (978) 56S4:C94 -