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Home My WebLink About1053 Great Island Road Proposed Subsurface Sewage Disposal System 5DEEP OBSERVATION HOLE *t - Test Date: March 7,2001 ; Witness: Amy Von Hone, Yarmouth Health Dept. elevation depth (In.) horizon feature color mottling I. other 21.8-21.6 0-3 O IIEMIC -.•"- Ext'3T1 Nq CoN7b U P_ xxx 21.6-21.1 3-9 A loam. rand 10YR 4. _ ) 21.1-19.1 9-32 B rand. loam IOYR 4 - P4?O FsOto6D SAS 19.1-12.8 32-108 Ca silt loam I OYR 513 �V_ UNDS2e RGS UT -1 LIT\( 12A- 8.8 TOR -156 - Cs m/[sand (/T/L /TY fc1C - Parent material: lee Contact deposit - Depth to Groundwater: mot encountered Perc. test data: 24 GALLONS PASSED IN 14 MIN. 24 SEC. 01, 9 FC. DEPTH DEEP OBSERVATION HOLE 02 Test Date: March 7, 2001 ; V'Itnesv Amy Von Hone, Yarmouth Health Dept. ekvalion depth (m.) horizon testurt color ;moving ether 21.8-21.6 0.4 O HEMIC,-_-,- -.•"- Ext'3T1 Nq CoN7b U P_ xxx 21.6-21.1 4-12 A loam. rand IOYR 4, 'Sr HOU9 LOCA,•I70N I 21.1-11.1 12-30 B sand. losm IOYR 4 - P4?O FsOto6D SAS 19.1-12.8 30-109 C1 silt loam OYR 511 �V_ UNDS2e RGS UT -1 LIT\( 12.8.8.8 108-156 G m/csand (/T/L /TY fc1C Parent material: lee Contact deposit Depth to Groundwater not encountered -• --- Pert. test data: Depth restriction on pert. lest. Test at time or construction r Health Dept. r r �r y I 5 4 1> v✓ F2 25 9 N Z_ 7- /9 KJ 2.29`1/Yc* v 1 L ti t I• r� f. JN /,'RUFr 4-E D •� pF rK,I i t TC•P CP Pr.Essu,2E TEs7 •C /7//DP. 1'0;2/V£Fi fL Z�•E' \ j O ��\ /. l ? /=/r'F C.r•..`_.ti_. C/- /�.�4 i -J \ 1t �J I W i�.r+'j/ 1 /) •' E,rlST- 7. r) VPG`T f_Z3•S Z i 1) 1 bSFG _ \D/?1vE�lt,n J•ttEr��.- TIE I / _ �v/ 2' ST-ivE \� ¢G 4 - J'\ ,If k -PIT v/LD/r✓� SEWE/� C SYSTEM 0FILL- /N Y. FLfVi7 TiCn/S' -No #/ re) _ /9.co �4} MANHOLE`t�COVEiR-MtN.DIA w 3� Z / �• G'D Dtaa zuNr U To WITi41t4 W or V LAVER -70• -� N , Ca QADE WASHED 5-IGNE N N/7N T✓7 /,'i -, �-. C'/v LJ 1_� pc,I�I 4C it FLEV�!TIONIS P.EFtft TO NGYD D ATi::L ^ei.I..:X.iO'�i BE.NCuMARK IS`T'Iir TOP OFTIIE CONCRETE PROPERTY BOUND AT THE NORTHEAST LOT ,CORNER. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION. ' ! f 2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO TUE STATE !i SANITARY CODE, TITLE SAND TOWN OFYAR.MOUTH HEALTH REGULATIONS 1! I� 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE HEALTH DEPT. ( 4. INSTALLATION CONTRACTOR SHALL VERIFY SOIL PIPE EXiT LOCATIONS -{' i AT THE FOUNDATION PRIOR TO SETTING COMPONENTS AND MAKING �l CONNECTIONS. 5. A 5 FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE UNSUITABLE SOIL AROUND THE S.A.S. TO A DEPTH OF APPROXIMATELY 9 FT, TO I i REMOVE THE SURFACE SOUS AND THE CI SOIL LAYER SHOWN IN THE SOIL TESTS. REPLACE EXCAVATED SOIL WITH A SUITABLE SAND FILL / I I MEETING TITLE S SPECIFICATIONS. CONSTRUCT THE SAS IN TRE NTVV MATERIAL 6. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC. (508-896-4861) `l ! FOR A SOIL QUALITY INSPECTION OF TILE PERIMETER EXCAVATION, CONTACT THE ENGINEER iF ANY QUESTIONS OR DOUBTS ARISE " + J REGARDING SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. 7. INSTALLER SHALL CONTACT ENGINEER ALSO ATCOMPLETION OF - / 1 CONSTRUCTION FOR SYSTEM CERTIFICATION IF REQUIRED. - 1 S. NO KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC f` SYSTEM OTHER TITAN TILE PROPOSED WELL INDICATED. NO KNOWN SF.PTICSYSTEMS EXIST WITIIIN200FT. OFTHE PROPOSED WELL OTHER 0 } ( i THAN THE PROPOSED SEPTIC SYSTEM SHOWN. 9. PLAN REFERENCE: LCP # 4075 J, SIIEET 11 OF 13. 11I ' DESIGN DATA I I SYSTEM DESIGNED FOR GARBAGE DISPOSAL I! HYDRAULIC LOADING - $ BEDROOMS X I I0GPD/BR - 880.0 GPD TANK DESIGN r` I PROVIDE TWO SEPTIC TANKS IN SERIES i aL 200%X 880 GAL. - 1760 GAL. - PROVIDE 2000 GALLON SEPTIC TANK, H-20 ! j 4 p2, 100% 880 - 880 GAL - PROVIDE 1500 GALLON SEPTIC TANK, I1-20 NOTE.: TANK M 2 RECEIVES NON- GARBAGE DISPOSAL WASTE. FROM GARAGE BUILDING, - SAS DESIGN � I ; PERCOLATION RATE - LESS THAN 5 MPI LONG TERM HYDRAULIC LOAD RATE - 0.74 GPD/S.F. J 1.5 - 0.49GAL/S.F. SIDEWALL AREA (2 UNLTS)(2)(50'+12.83')(2') - 502.6 S.F. �� • BOTTOM AREA - (2 UNITS) 50'x 12.83'- 1283.0 S.F. - V LOADING: (502.6 S.F. + 1283.0 S.F.) 0.493 GAL /S.F./DAY - 880.3GPD . TOTAL LEACHING CAPACITY = 880.3 GPD y PROVIDE 2 SEPARATE GALLEY -TYPE UNITS CONSISTING OF S PRECAST CONCRETE, 500 GALLON LEACHING DRYWELLS, F.ND -TO - END, CENTERED IN Z A 50 FT. LONG X 11.83' WIDE TRENCH, SURROUNDED BY Y." TO 1 %- DIAMETER, DOUBLE -WASHED STONE. SET TO THE SPECIFIED ELEVATIONS, AT THE LOCATION SHOWN ON THE PIAN. - PLAN SHOWING PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM �aornaotto c VVITW CoNC42F-TE FORA cov-2 r FyNIE T32DlWHT PROPOSED SINGLE FAMILY DWELLING CO"c: 1=1uIsHCD �¢.��r AND PROPOSED GUEST COTTAGE ` ? /�-➢5 FG � 2/ - AT V \ �J7 17-,- _ 2_ I fMA 12 MN gACICFILrL �', 1053 GREAT ISLAND ROAD, NEST YARMOUTH, NIA - S '_ J " L r ,^ Irv, ASSESSORS' bfAP 3; PARCEL 10 __ _-rm rT=,r _---_-�E�' L j/ ` •.. C3non1� Cil DM C3000il0®CIM�Q❑ PREPARED FOR T. .. • CHRISTOPHER EGAN 6___1•Eo r�/- "^"/J. Cil Cil[�IIogo[o CO Lo MMM o i /7• S� [� o Q O Q E3 O [o [o Q Cil In Q [II M = Gip q ❑ 40 WASITINTON STREET, SUITE 2000 Erirn/ r �rnN/�#Z aTne4e :�f' paQQ❑aQO QQ QCICIQQQ0C=00 j WESTBOROUGH, NIA 01581 O.g pr j/i} 1D .•'.� •'. .'•"•' ': , "r �,; :' ) ,,t.. tit s',-'� 7.,:• ,i')'+'•. ,/16TOIli UT10F•I �x '.. • . y 0Y' 9AT2�Ntr c u 9 %d- IY� ixx)6L>= ,: ` R M, eu,ow TANlcr SE/�T/C T!7n!/y Fi%T/C �'f1%:K •LNveaT CLE•VATONS I :)CTOBERIO 2001 "- �WASHEo Srar71= r 8.5' oTTar1 op �t,- s+o,u SCALE -i 30' SGC G C-f)L /t/ 1_,G /SC !r/7L_�/-ZD of ALL OL_1TLETS Tb / SY�jTEM r t{ PREPARED BY iniL< r t G" !E«t✓ / �; ` T TFt C' r E1. -w lie Tue SAME ok r' �2 5v = /�¢z + P ` CAPE COD ENGINEERING, INC NorG' LIC.LF1/L�L /d?. LEVE(• USF, WnTAT1NG) WIER SQr e�4j KR:Y y ALL PI11t Iq ee OUTLETS a.. 3 rv, K ---E ROBERT M. PERRY, PE 4 cp rV.C.TIGHT O, Tt7-4 E_ F_ 2? --8F/;` tv OiT1- Til- /4 ` TyP(CAL LEAC4 ( SySTG-M CR1OB5-S�GTION ",IN C.N Af 50LELAND ROAD L jE L OtJt'LET PI PC -S SHALL B❑ -NO sc a•LG- .n GEJiE4 EEYcvt/ /C. _VF / 1 r c {- BREVVSTER,MA 02631 / PRtCA6`T T?CDyFOQGCD 67NCiZETt LEVEL TDR AT LI'.AST ! 2 (//V/TS 11',C0//RfCJ SEI bES/!�/ �f; TA J �' .F" TNVr Feer { - .. - TEL V 1 , Scale: I In.azoocft. LEGEND n C/t r,�,p ♦ b '�}- PROF'OSfiD C-O"'IOU Q. UNE C•µ ] Rot�sen Izcseave.4 +pv _ ! -» s -.•"- Ext'3T1 Nq CoN7b U P_ xxx GCI STI NO 5POT MLEVAIInN5 I a -w- WATa2 L1Ne & 'Sr HOU9 LOCA,•I70N I r I ® P(dOFbsCD PROR�5 t30 DISTRJBo7lom BoX. FL F1P4=, P ZTY LIN & / > ! ll P4?O FsOto6D SAS Li<x>. PROFCSED SR71•' ELL VA710 lY JJjj -Q_7 �V_ UNDS2e RGS UT -1 LIT\( h'1Rr UP (/T/L /TY fc1C GF,NEILIL NOTES 1_� pc,I�I 4C it FLEV�!TIONIS P.EFtft TO NGYD D ATi::L ^ei.I..:X.iO'�i BE.NCuMARK IS`T'Iir TOP OFTIIE CONCRETE PROPERTY BOUND AT THE NORTHEAST LOT ,CORNER. CONTACT CAPE COD ENGINEERING, INC. FOR ADDITIONAL ELEVATION INFORMATION. ' ! f 2. ALL CONSTRUCTION MATERIALS SHALL CONFORM TO TUE STATE !i SANITARY CODE, TITLE SAND TOWN OFYAR.MOUTH HEALTH REGULATIONS 1! I� 3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE HEALTH DEPT. ( 4. INSTALLATION CONTRACTOR SHALL VERIFY SOIL PIPE EXiT LOCATIONS -{' i AT THE FOUNDATION PRIOR TO SETTING COMPONENTS AND MAKING �l CONNECTIONS. 5. A 5 FT. PERIMETER EXCAVATION IS REQUIRED TO REMOVE UNSUITABLE SOIL AROUND THE S.A.S. TO A DEPTH OF APPROXIMATELY 9 FT, TO I i REMOVE THE SURFACE SOUS AND THE CI SOIL LAYER SHOWN IN THE SOIL TESTS. REPLACE EXCAVATED SOIL WITH A SUITABLE SAND FILL / I I MEETING TITLE S SPECIFICATIONS. CONSTRUCT THE SAS IN TRE NTVV MATERIAL 6. INSTALLER SHALL CONTACT CAPE COD ENGINEERING, INC. (508-896-4861) `l ! FOR A SOIL QUALITY INSPECTION OF TILE PERIMETER EXCAVATION, CONTACT THE ENGINEER iF ANY QUESTIONS OR DOUBTS ARISE " + J REGARDING SOIL CONDITIONS ENCOUNTERED DURING CONSTRUCTION. 7. INSTALLER SHALL CONTACT ENGINEER ALSO ATCOMPLETION OF - / 1 CONSTRUCTION FOR SYSTEM CERTIFICATION IF REQUIRED. - 1 S. NO KNOWN WELLS EXIST WITHIN 200 FT. OF THE PROPOSED SEPTIC f` SYSTEM OTHER TITAN TILE PROPOSED WELL INDICATED. NO KNOWN SF.PTICSYSTEMS EXIST WITIIIN200FT. OFTHE PROPOSED WELL OTHER 0 } ( i THAN THE PROPOSED SEPTIC SYSTEM SHOWN. 9. PLAN REFERENCE: LCP # 4075 J, SIIEET 11 OF 13. 11I ' DESIGN DATA I I SYSTEM DESIGNED FOR GARBAGE DISPOSAL I! HYDRAULIC LOADING - $ BEDROOMS X I I0GPD/BR - 880.0 GPD TANK DESIGN r` I PROVIDE TWO SEPTIC TANKS IN SERIES i aL 200%X 880 GAL. - 1760 GAL. - PROVIDE 2000 GALLON SEPTIC TANK, H-20 ! j 4 p2, 100% 880 - 880 GAL - PROVIDE 1500 GALLON SEPTIC TANK, I1-20 NOTE.: TANK M 2 RECEIVES NON- GARBAGE DISPOSAL WASTE. FROM GARAGE BUILDING, - SAS DESIGN � I ; PERCOLATION RATE - LESS THAN 5 MPI LONG TERM HYDRAULIC LOAD RATE - 0.74 GPD/S.F. J 1.5 - 0.49GAL/S.F. SIDEWALL AREA (2 UNLTS)(2)(50'+12.83')(2') - 502.6 S.F. �� • BOTTOM AREA - (2 UNITS) 50'x 12.83'- 1283.0 S.F. - V LOADING: (502.6 S.F. + 1283.0 S.F.) 0.493 GAL /S.F./DAY - 880.3GPD . TOTAL LEACHING CAPACITY = 880.3 GPD y PROVIDE 2 SEPARATE GALLEY -TYPE UNITS CONSISTING OF S PRECAST CONCRETE, 500 GALLON LEACHING DRYWELLS, F.ND -TO - END, CENTERED IN Z A 50 FT. LONG X 11.83' WIDE TRENCH, SURROUNDED BY Y." TO 1 %- DIAMETER, DOUBLE -WASHED STONE. SET TO THE SPECIFIED ELEVATIONS, AT THE LOCATION SHOWN ON THE PIAN. - PLAN SHOWING PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM �aornaotto c VVITW CoNC42F-TE FORA cov-2 r FyNIE T32DlWHT PROPOSED SINGLE FAMILY DWELLING CO"c: 1=1uIsHCD �¢.��r AND PROPOSED GUEST COTTAGE ` ? /�-➢5 FG � 2/ - AT V \ �J7 17-,- _ 2_ I fMA 12 MN gACICFILrL �', 1053 GREAT ISLAND ROAD, NEST YARMOUTH, NIA - S '_ J " L r ,^ Irv, ASSESSORS' bfAP 3; PARCEL 10 __ _-rm rT=,r _---_-�E�' L j/ ` •.. C3non1� Cil DM C3000il0®CIM�Q❑ PREPARED FOR T. .. • CHRISTOPHER EGAN 6___1•Eo r�/- "^"/J. Cil Cil[�IIogo[o CO Lo MMM o i /7• S� [� o Q O Q E3 O [o [o Q Cil In Q [II M = Gip q ❑ 40 WASITINTON STREET, SUITE 2000 Erirn/ r �rnN/�#Z aTne4e :�f' paQQ❑aQO QQ QCICIQQQ0C=00 j WESTBOROUGH, NIA 01581 O.g pr j/i} 1D .•'.� •'. .'•"•' ': , "r �,; :' ) ,,t.. tit s',-'� 7.,:• ,i')'+'•. ,/16TOIli UT10F•I �x '.. • . y 0Y' 9AT2�Ntr c u 9 %d- IY� ixx)6L>= ,: ` R M, eu,ow TANlcr SE/�T/C T!7n!/y Fi%T/C �'f1%:K •LNveaT CLE•VATONS I :)CTOBERIO 2001 "- �WASHEo Srar71= r 8.5' oTTar1 op �t,- s+o,u SCALE -i 30' SGC G C-f)L /t/ 1_,G /SC !r/7L_�/-ZD of ALL OL_1TLETS Tb / SY�jTEM r t{ PREPARED BY iniL< r t G" !E«t✓ / �; ` T TFt C' r E1. -w lie Tue SAME ok r' �2 5v = /�¢z + P ` CAPE COD ENGINEERING, INC NorG' LIC.LF1/L�L /d?. LEVE(• USF, WnTAT1NG) WIER SQr e�4j KR:Y y ALL PI11t Iq ee OUTLETS a.. 3 rv, K ---E ROBERT M. PERRY, PE 4 cp rV.C.TIGHT O, Tt7-4 E_ F_ 2? --8F/;` tv OiT1- Til- /4 ` TyP(CAL LEAC4 ( SySTG-M CR1OB5-S�GTION ",IN C.N Af 50LELAND ROAD L jE L OtJt'LET PI PC -S SHALL B❑ -NO sc a•LG- .n GEJiE4 EEYcvt/ /C. _VF / 1 r c {- BREVVSTER,MA 02631 / PRtCA6`T T?CDyFOQGCD 67NCiZETt LEVEL TDR AT LI'.AST ! 2 (//V/TS 11',C0//RfCJ SEI bES/!�/ �f; TA J �' .F" TNVr Feer { - .. - TEL V 1 ,