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HomeMy WebLinkAbout29.101.2 - Deck As-Built PlanLOCUS INFORMATION CURRENT OWNER: PAUL SCHLEGEL TITLE REFERENCE: BOOK 21487, PAGE 32 PLAN REFERENCE: BOOK 612, PAGE 44 ASSESSORS MAP: 29 PARCEL: UNAVAILABLE ZONING DISTRICT: R-25 AS -BUILT SETBACKS: FRONT 30' BAXTER AVENUE SIDE 15' ii �! if "h���f REAR 20' SB TIPPED FND LAMP t' CB/DH FND 1�� 0 dr-. ? X90 `ice• "'iS- N/F �o MICHAEL E. KENNEDY iy ASSESSORS MAP 29 PARCEL 108 N/F MARY M. HANNON ASSESSORS MAP 29 PARCEL 109 LOT 2 FNDB 70' CB/DH FND MINIMUM LOT SIZE: 25,000 S.F. FEMA FLOOD ZONE DISTRICT: ZONE "C" AS SHOWN ON PANEL 250015 0005 D OVERLAY DISTRICT: NOT IN A ZONE II ZCREEK N \'7. v �pRIN�� LRD COLONIA HYANNIS A Z ACRES PARK o �` LOCUS LEWIS BAY LOCUS NOT TO SCALE BAXTER AVENUE (PUBLIC 30' WIDE) ?5q=20-0-24 E200.2 150.23' S,� 50.00 SB 92� TIPPED `r9e FND RSO• � LOT 3 N/F STEPHEN 0. ASTULFI ASSESSORS MAP 29 PARCEL 101 'I'2S " LOT 4 46,673± S.F.UPLAND 17,614± S.F. WETLAND m ' EXIST. �I GAR. VI I N/F JOAN E. CUMMINGS ASSESSORS MAP 29 PARCEL 100 Cd w 01 IP FND 64,287± S.F. TOTAL p \ Y EDGE O gVW .111. X111. �11L dll� N/F ALDO MAE HUEBER ASSESSORS MAP 29 PARCEL 110 21= 219. OVERGROWN BOG \111. i N I r M N rl N ' r EDGE OF BVW Z N/F MARY A. GLEASON ASSESSORS MAP 29 PARCEL 111 N/F DENNIS L. KEELEY ASSESSORS MAP 29 PARCEL 113 CB/DH FND N/F DENNIS L. KEELEY ASSESSORS MAP 29 PARCEL 112 REVISIONS: 15.8' I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION GARAGE DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON FND. _ 16.9, PROFESSIONAL LAND SURVEYOR DATE r_ AS -BUILT PLAN #171 BAXTER AVENUE LOT 4 IN ii �! if "h���f Gv'\-A.ti ±rte` S2A%A� FOUNDATION ® IP FND.", 77`/ �- �DEcL<_ i S lCSp% 16.0 . APRIL -77i x2008 ,,i 4 P,IAY 0 2 2008 PREPARED FOR: BULK R.H. CONTRACTORS 400 GREAT NECK NORTH DECK -HEAD 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 CB/DH SCALE: 1" =30' 0 3.75 7.5 15 kem S, 6' FND FIELD: N. MERCIER CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST / K. HEALY CHECK: C. FIELD FILE: 8840DECK.DWG 64,287± S.F. TOTAL p \ Y EDGE O gVW .111. X111. �11L dll� N/F ALDO MAE HUEBER ASSESSORS MAP 29 PARCEL 110 21= 219. OVERGROWN BOG \111. i N I r M N rl N ' r EDGE OF BVW Z N/F MARY A. GLEASON ASSESSORS MAP 29 PARCEL 111 N/F DENNIS L. KEELEY ASSESSORS MAP 29 PARCEL 113 CB/DH FND N/F DENNIS L. KEELEY ASSESSORS MAP 29 PARCEL 112 REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. PROFESSIONAL LAND SURVEYOR DATE DECK AS -BUILT PLAN #171 BAXTER AVENUE LOT 4 IN . 0n �.2�- YLSc�-CSI M1h A J K/ Gv'\-A.ti ±rte` S2A%A� 77`/ �- �DEcL<_ i S lCSp% Co APRIL -77i x2008 ,,i 4 P,IAY 0 2 2008 PREPARED FOR: RANDY HUGHES R.H. CONTRACTORS 400 GREAT NECK NORTH MASHPEE, MA 02649 BSC G 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2008 The BSC Group, Inc. SCALE: 1" =30' 0 3.75 7.5 15 kem 0 15 30 60 r¢r PROJ. MGR.: C. FIELD FIELD: N. MERCIER CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST / K. HEALY CHECK: C. FIELD FILE: 8840DECK.DWG DWG. NO: 5643-05 SHEET 1 OF 1 JOB. NO: 4-8840.01 N D DUB m�z r(nx�'n O > Z (o DpO (o f O - •1 0 Cnr 0x v mo NO Aor. rNmT _ J�x w N N o w En Drri V DV)A m�Dz 1 r _0 N (D _ Nm O >U)Z , z\ 50o(n 02 mMr-Z r •,i 1 �Dm N Ur rrl to D� DNS A0 V-) C.) Ch r m >M DM w -0m Nco Iv mm O I�l W l N73'38'1! 227.12 C- C) K 0 vn� O 0 v c 1 I z Z M m Z W Ccz co 1D —� O C' Im F 1- w Z H cm) hF C Wp N 0 m n A n o 0 W T C 1 D� 7C C O zo Z 0m C)_ D D D z m r zv O / O rn D < r Iv mm O I�l W l N73'38'1! 227.12 C- C) K 0 vn� O 0 v c 1 I z Z M m Z W Ccz D 1D —� O C' Im m 0 Z Z O cm) N C Wp IC O m n A n o 0 W T C ;uz to D� 7C C O zo Z 0m z v ct .. --j 00 o o M rn D < r Z 0 D r v mm r m o V OD0 M W N z :. 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Loamy Sand house septic tank SPOT GRADE 1018 4/3 PROPERTY LINE 0'-8" AP PROPOSED Foundation Septic tank covers must be within 6 In. of finished gradeGrade Loamy n over D -Bo. - 15.00 /--�a4g ewr sAs - OEv' 15.00 T.O.F. *ley. . 16.00 , %,. ; Grpde over Septic Tmk - 15.00 Be 13.00 ' S - 0.02 to ; 3 HOLE (H-20) DIST. 80% 3• two }m C..wr of SAS-Elev.• 13.00 14' 10.00 5.0.04 er loot BRIDGEWATER, MA �ToD '[nem.. \ M NEW 1,500 GAL 25' C, 4.00 Depth'E NEV PIPE rROH FOUNDATION / of SEPTIC TANK 508)-292-8183 J N 11 y°a<1 gy ��' Eneelly. OePN EAST FALMOUTH, -�N S4NtiAR1Aa -' 4' 4 4 oCONCRETE FULL12' TEL/FAX : 508-539-7966 75" I SYSTEM PROFILE > SCALE: 1"=30' u " I EIMMUT" WM I S' ALL ARMIONot P OJECT#SD-938pp.dwg FILENAME: SD -938 SHEET 1 OF 1 u ELEVA I ; TO cLcvenor um _j to Seale c 0 c APPRGVE4 D lJ� -9jj��' FILE COPY 6 In.o1 3/4'-1 1/2" w Button of Test Holr 2 city.- 3.50 .'an.Aan/e Date compacted stone a Obs. Fround.nter - Test Hole 1 Eley.• 3.3_ ,fir NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE PERCOLATION TEST Date of Percolation Test: APRIL 12. 2006 Test Performed By. BSC GROUP Results Witnessed By. AMY VON HONE, R.S. ( YARMOUTH B.O.H.) Excavator: UNKNOWN Percolation Rate: 2 min./inch O 42" BELOW GRADE. Test Hole No. 1 DEPTH SOILS ELEV. 0 15.00 Loamy Sand X 104.46 SPOT GRADE 1018 4/3 PROPERTY LINE 0'-8" AP 14.67 SB D.H. Loamy n FND TIPPED �tNOF �e TUBERT T. T 10 YR 5/8 %,. ; 8'-24' Be 13.00 , Sandy Loom to ; 10YR 5/4 24'- 60" CI 10.00 CARMEN E. SHA Y Med. Sand BRIDGEWATER, MA 02324 10YR 7/1 �� ENVIRONNENTAL SERVICES, INC. 60'-132" C, 4.00 U ~ SHA N Perc (y1 O Test Hole LTi Depth to Perc: 24" to 42" Perc Rate= 2 min./inch Groundwater Observed 0 ELEV 3.5 m TH-2 BOTTOM OF TEST HOLE Elev. = 132" MIW-29/ZONE A - INDEX = 8.2 for 4/06 ADJUSTMENT -1.3 FEET �y ADJUSTED H2O Elev. ='-5r2-�b N/F MARY M HANNON ASSESS. MAP 39 PARCEL fO9 CB FND CB FND N/F ALDO MAN HURBER ASSESS. MAP 39 PARCEL 11'0 N/I'' MARY A. GLEASON ASSESS. MAP 39 PARCEL f f I N/f DENNIS L. KNELEY ASSESS. MAP 39 PARCEL 112 ole2S aY,CY ELEV.14.50San/3 SPOT GRADE R X 104.46 SPOT GRADE PL PROPERTY LINE d ; PROJECT BENCH TURK 13.50 SB D.H. San5/8 FND TIPPED �tNOF �e TUBERT T. T ELEV. - 14.00 (HCVD) %,. ; WETLAND FLAG O ; 11.00 , COARSE SAND to ; 10 YR 8/4 42'- 132 G 3.50 CARMEN E. SHA Y BRIDGEWATER, MA 02324 CA E N �� ENVIRONNENTAL SERVICES, INC. e ADU Groundeoter - Test tole 1 Rev. Note: Remo" sell down to mod sand layer & replace with (elev. 11.00) & replace with dean coarse send w/Dere. rote less than or equal to 2 min./In. before & after Placement Note. Certification of F61 Material Required. Before and Aria Placement by Sei" Analyses NIT McBRIDE N/F MICHAEL F. KENNEDY / ASSESS. YAP 39 PARCEL 1'03 ASSESS. MAP 39 PARCEL f08 - E CB FND SECTION A -A PROFILE VIEW OF LEACHING SYSTEM Not to Scale 41 PVC (CAPPED) NSPECTNIN' I PORT TO BE \ INSTALLED AND TO BE WTHINI' e' OF ell 24" 6 Units 07'- 42' Effective Length SOIL ABSORPTION SYSTEM (SAS) (OR EQUIVALENT) NOTE: OVERA HEIGHT OF INFILTRATOR IS 30' /EFFECTIVE HEIGHT IS 24' Do s0, �ar ' 12 1� tk 9 - •- w 8.70' go Rt 19 W L O Cq 4 CO O TTL I I - - - - - - ;}1�NF#A10; i it I ^O R A9 %, ' o 1 It; AB 1 1 1 ��#At71 1 I OVERGROIrN BOG LOT #4 - \;MANS\1 I 64,287 S. F. +/- 17,614 S. +/- OF 1FETLANDS I • . ```,�\�+� 46,673 S. F. +/- OF UPLANDS I ' I TRANS 1 PLOT 1 v, 1- 0 Irn - - - - . - X77 39 g1 151. E 3 1N731)- \ - i A A'/F DENNIS L. KEELEY ASSESS. MAP 39 PARCEL if f3 \ '0 I� \ N/F STEVEN ASTULPI ASSESS. MAP 39 PARCEL 10f .11 \O. 49G T 'A0 �O t9� I r NI ROOF Runoff to De Divened Into /Subsurface Dry -Wella G 0\ \ �' INLET MILE TYPICAL 1500 GALLON SEPTIC TANK NOT TO SCALE 3-24' DIAM. ACCESS MANHOLES STEEL REINFORCED PRECAST CONCRETE PLAN VIEW 3-24' RMOVIABU COVERS 3 mA tl.a•.x. .T B mT 2' mh. hl.1 to outlet e ° 1IY mw -T T � s' -Y IL •.� , , .. 1a -o• CROSS SECTIONSECTI NN Note: Remove sell down to el. 11.00 (Estimated) & replace with clean coarse send w/perc. rate Ins than or equal to 2 min./in. before & otter Placement y� Y, S 731) 381 1=ici:�`- . ILA , NiLT'q i O / \ 1 �(o %% 1,�0,il \ ` ` /1sa W-1500 WTANK il ss. - n_ CL - 8.50 1F TOF 76.00 ` FNSN M av 1 `, \ PROPOSED \` GARAGE- ``v11♦`,` \ PROPOSEDESE R7E ♦ 4 PEO 00WI r I ♦ \ 4 , 6 Ni -----,Y - i \L'` \�♦�� \ 1®` v`..� ELEV. 15 11.0000 �.. v+ TEB- \17 A✓ NI \ lo! [Yrve� J IP FND \ --- `, \, \ \ 1, \ \ , 16. ` ---------------� \------_ F ` IP FND mG\ WW4, _ NN \ 0\ F \ Q %\ �yV t 1 R1 flesign Calculations Au CURET PIPES FROM RIC dsmiBUTlar+ cox SHALL BE +r CMMErE cowl Number of Bedrooms: 4 Equivalent to 440 Got. ay 111 LE+EL roll AT LEAS*: rt. OURET Garbage Grinds: No „ 2 Leaching Copadly Proposed: 440 Gol./Day %c 3' x+l�a+R Septic Tank - 2 x S//��,GoI./pay -y100" USE NEW 1,500 GAL Septic Torek. 55 • OUTLET I IY NIST SOIL ABSORPTION AREA:77eSing percolation rate of <2 min./inch Bottom AreU: 0.74 got/sq. ft. x 420sq. ft. = 311 gallons ,. Sidewon Area: 0.74 got./sq. ft. x 188 sq. ft. - 139 gallons Providing: - 450 gallons 4' - SCH. 40 Is 1.75' PI AN SECTION CROSS-SECTION Use: (4) 3050 H-20 INFILTRATOR CHAMBERS. HAVING A 2' EFFECTIVE DEPTH, (4' W x 7' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND 3 HOLE DISTRIBUTION BOX - H-10 LOADING 4' (r WASHED STONE ON THE ENOS. NOT TO SCALE OUTLET THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOK AND LEACHING COMPONENT SHALL BE RAISED TO WITHIN 6. OF FINISHED GRADE. INSTALL TUF-TITE GAS BAFFLES DR EQUALS ON ALL OUTLET TEE ENDS END -SECTION 1V/F JOAN E. CUMMINGS ASSESS. MAP 39 PARCEL f00 Note: LIMIT OF WORK IS EQUAL TO 35 FEET FROM EDGE OF BVW AND HAY BAIL LINE NoTe: ELEVATION OF TOP OF PROPOSED FOUNDATION IS TWO FEET ABOVE MAXIMUM ROAD HEIGFTT M FRONT OF LOT I SEF i, it �JU s+wud+baw,d4 Map vrnL' aw or a HBe >d M gp 171 Boxt-r Are. '. Colonel Atria. . M, 02D01 .w„44ee)tleWVR6.Fw A.4b.1,1 - - GENERAL NOTES 1. Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. 2. The septic tank anq distri ution box shall be set level on 6" of 3/4 -1 1�2" stone. 3. Backfill should be clean sand or grovel with no 4Stones over 3" in size. . This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall instoll this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the Bseptic system unless noted as H-20 septic components. . Install Tut-Tite gas bottles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. 10. All solid piping, tees & fittings shall be 4' diameter Schedule 40 NSF PVC pipes with water tight joints. 1 MUNICIPAL WATER is AVAILABLE at Site and Surrounding Properties. THE PROPERTY LINES AND WELTLAND DELINEATION ARE COMPILED FROM THE BASE PLAN AND SURVEY DATA GENERATED BY BSC GROUP OF YARMOUTH. MA, DATED 12-14-05 ENTITLED"EASEMENT PLAN OF LAND OF BAXTER AVENUE, YARMOUTH, Me PI OPOSED LOT COVERAGE - 2.3 PERCENT PROPOSED HOUSE - 1968 S.F. COT SIZE - - 84,267 S.F. THERE ARE WETLANDS LOCATED WITHIN A 200' RADIUS OF THE SAS. WETLAND FLAGGING AND BASE MAP GENERATED BY BSC GROUP 0,ATED DECEMBER 14, 2005 ZONING DISTRICT ec R-25 SETBACK RQUIREMENTS FRONT se 30' SIDE - 15' REAR IN 20' 1 'FEMA FLOqO ZONE DISTRICT: FLOOD ZO E C AS SHOWN ON COMMUNITY ,PANEL 250015 0005 D W8_X_0_1 aY,CY TA ;1 SPOT GRADE DENOTES EXISTING X 104.46 SPOT GRADE PL PROPERTY LINE d ; PROJECT BENCH TURK + + SB D.H. = FND TIPPED �tNOF �e TUBERT T. T ELEV. - 14.00 (HCVD) %,. ; WETLAND FLAG O ; FENCEFENCE , PRIVATE DRINKING WATER WELL to ; 1 , 1V/F JOAN E. CUMMINGS ASSESS. MAP 39 PARCEL f00 Note: LIMIT OF WORK IS EQUAL TO 35 FEET FROM EDGE OF BVW AND HAY BAIL LINE NoTe: ELEVATION OF TOP OF PROPOSED FOUNDATION IS TWO FEET ABOVE MAXIMUM ROAD HEIGFTT M FRONT OF LOT I SEF i, it �JU s+wud+baw,d4 Map vrnL' aw or a HBe >d M gp 171 Boxt-r Are. '. Colonel Atria. . M, 02D01 .w„44ee)tleWVR6.Fw A.4b.1,1 - - GENERAL NOTES 1. Contractor is responsible for Digsafe notification and protection of all underground utilities and pipes. 2. The septic tank anq distri ution box shall be set level on 6" of 3/4 -1 1�2" stone. 3. Backfill should be clean sand or grovel with no 4Stones over 3" in size. . This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall instoll this system in accordance with Title V of the Massachusetts state code, the approved plan and Local Regulations. 6. If, during installation the contractor encounters any soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the Bseptic system unless noted as H-20 septic components. . Install Tut-Tite gas bottles or equals on all outlet tee ends. 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. 10. All solid piping, tees & fittings shall be 4' diameter Schedule 40 NSF PVC pipes with water tight joints. 1 MUNICIPAL WATER is AVAILABLE at Site and Surrounding Properties. THE PROPERTY LINES AND WELTLAND DELINEATION ARE COMPILED FROM THE BASE PLAN AND SURVEY DATA GENERATED BY BSC GROUP OF YARMOUTH. MA, DATED 12-14-05 ENTITLED"EASEMENT PLAN OF LAND OF BAXTER AVENUE, YARMOUTH, Me PI OPOSED LOT COVERAGE - 2.3 PERCENT PROPOSED HOUSE - 1968 S.F. COT SIZE - - 84,267 S.F. THERE ARE WETLANDS LOCATED WITHIN A 200' RADIUS OF THE SAS. WETLAND FLAGGING AND BASE MAP GENERATED BY BSC GROUP 0,ATED DECEMBER 14, 2005 ZONING DISTRICT ec R-25 SETBACK RQUIREMENTS FRONT se 30' SIDE - 15' REAR IN 20' 1 'FEMA FLOqO ZONE DISTRICT: FLOOD ZO E C AS SHOWN ON COMMUNITY ,PANEL 250015 0005 D W8_X_0_1 DENOTES PROPOSED SPOT GRADE DENOTES EXISTING X 104.46 SPOT GRADE PL PROPERTY LINE -- ED- PROPOSED CONTOUR 97---------97 EXISTING CONTOUR = DEEP TEST HOLE & �tNOF �e TUBERT T. T PERCOLATION TEST LOCATION O WF#A2 WETLAND FLAG -------------- FENCEFENCE 49L- PRIVATE DRINKING WATER WELL REVISIONS NO. DATE: DEFINITION #1 7/24/06 Added Drywells &Deck pPr Cnn Cnm Meeting �r. PROPOSED PREPARED FOR: SUBSURFACE SEWAGE DISPOSAL SYSTEM �tNOF �e TUBERT T. T OF LOT #4 BAXTER AVENUE MR. PAUL SCHLAEGAL � n` "' YARMOUTH, MA 25 BROWNFIELD ROAD PREPARED BY: ��`"°` " CARMEN E. SHA Y BRIDGEWATER, MA 02324 CA E N �� ENVIRONNENTAL SERVICES, INC. U ~ SHA N 508)-292-8183 J 11 y°a<1 P.O. BOX 627 MA 02536 EAST FALMOUTH, S4NtiAR1Aa TEL/FAX : 508-539-7966 SCALE: 1"=30' DRAWN BY: CES DATE: JUNE 30, 2006 P OJECT#SD-938pp.dwg FILENAME: SD -938 SHEET 1 OF 1 Yarrrotitt: Heil*tt Depnrtrrent APPRGVE4 D lJ� -9jj��' FILE COPY .'an.Aan/e Date 10' min. from - PROPOSED Foundation house to septic tank) Septic tank coven must be T.O.F. Slay. - 16.00 within a In. or Finished grade *NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. w ovir Septic Tank - 15.00 Grad. over 0 -Bo. - 15.00 e.w SAS - EIEV• 15.00 NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE PERCOLATION TEST Date of Percolation Test: APRIL 12, 2006 Test Performed By. BSC GROUP Results Witnessed By. AMY VON HONE, R.S. ( YARMOUTH B.O.H.) Excavator: UNKNOWN Percolation Rate: 2 min./Inch O 42" BELOW GRADE. Test Hole No. 1 / / S - 0.02 Loamy Sand 3 HOLE IOYR 4/3 114.67 PL S-0.04 (H-20) DIST. BDX J' Mad...Cow. Top of SAS-Ebv.• 17.00 14' NEV PIPE n NEW 1,500 GAL 25. - 0.070' per foot • rn«ti.. dou FROM FOUNDATION ri SEPTIC TANK 5' e ��• Effftil a D.PM Bw H-10 FENCE 1 It R N N o ri 4' ~ 4' CONCRETE FULL FOUNDATIO � II 10.00 - I 4 I o V 11 II s 12 SYSTEM PROFILE 80'-132-1 u u u z I Effective Meth I > Not to Scale , - i i s• sTRlrouT ALL AROUND a L To cLEvAnv lua J c c - 0 0 Ca 6 In.of 3/4"-1 1/2' u Hotton of Test Hole a Rev.- 3.50 compacted stone w Obs. Croundsnter - Test Note I Elev.- 3.5 V A01 Groundwater - Test Hots, I Elev.93.20 7rj NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6' BELOW GRADE PERCOLATION TEST Date of Percolation Test: APRIL 12, 2006 Test Performed By. BSC GROUP Results Witnessed By. AMY VON HONE, R.S. ( YARMOUTH B.O.H.) Excavator: UNKNOWN Percolation Rate: 2 min./Inch O 42" BELOW GRADE. Test Hole No. 1 DEPTH SOILS ELEV. 0 15.00 SPOT ( Loamy Sand DENOTE IOYR 4/3 114.67 PL 0•_8• Ar 13.50 97---------97 Loamy n 1 10 YR 5/8 PERCOL 8"-24' Bw 13.00 FENCE Sandy Loam PRIVATE REVISIONS 1018 5/4 13.50 24'- 60' Q 10.00 Med. Sand EHI' 10YR 7/1 80'-132-1 C• 4.00 Perc #'1 0 Test Hole #I Depth to Perc: 24' to 42" Perc Rate= 2 min./inch Groundwater Observed m ELEV 3.5 0 TH-2 BOTTOM OF TEST HOLE Elev. = 132' MIW-29/ZONE A - INDEX = 8.2 for 4/06 ADJUSTMENT 11.3 FEET ADJUSTED H2O Elev. Q.9 SECTION A -A PTOFILE VIEW OF LEACHING SYSTEM Not to Scale e" of I/!• - 1p• rw rMwe C PVC (CAPPED) NSPECT1pNCr'�I PONT TO eE NSTAt1EO AND TO BE 'im le" or DRADE 6 Units 2 7' e Effective Length SOIL ABSORPTION SYSTEM (SAS) NUT INLE TYPICAL 1500 GALLON SEPTIC TANK NOT TO SCALE 3-24• DIAM. ACCESS MANNOLES STEEL REINFORCED PRECAST CONCRETE PLAN VIEW l 3-24• REMOVA&Z COVERS THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT SHALL BE RAISED TO MITHIN 6' OF FINISHED GRADE. INSTALL TUf-TITE GAS BAFFLES OR EQUALS ON ALL OUTLET TEE ENDS Test Hole No. 2 DEPTH SOILS ELEV. 0 14.50 SPOT ( Loamy Sand DENOTE 1018 3/3 PL 0'-12' Ar 13.50 97---------97 Loamy Sonc DEEP T 10 YR 5/a PERCOL 12'-42• Be 11.00 FENCE COARSE SAND PRIVATE REVISIONS 10 YR 8/4 13.50 42'- 132 G EHI' 1r 5-e'005" OM xN�v� 4' - SCH. 40 Tes-' %R' PLAN SECTION CROSS-SECTION 3 HOLE DISTRIBUTION BOX - H-110 LOADING NOT TO SCALE cavo Number of Bedrooms: 4 Equivalent to 440 Col./Doy Garbage Grinder No Leaching Capacity Proposed: 440 Gal./Day Septic Tank : - 2 x Gal./Dey - .4160' USE NEW 1,500 GAL Septic Tank. SOIL ABSORPTION AREA: tb51ng percolotion rate of <2 min./inch Bottom Area: 0.74 gal/sq. ft. x 420sq. ft. = 311 gallons Sdewall Area 0.74 gol./sq. ft. x 188 sq. ft. - 139 gallons Providing: - 450 gallons Use: (4) 3050 H-20 INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, (4' W x 7' L) TO BE USED WITH 4' OF WASHED STONE ON THE SIDES AND 4' OF WASHED STONE ON THE ENDS. PREPARED FOR: MR. PAUL SCHLAEGAL 25 BROWNFIELD ROAD BRIDGEWATER, MA 02324 (508)-292-8183 S.WehbeAvd4 - o or a4 1ae'd C. tntr 4 a M to a ►an Fiw,.e4eeta4eMwla•nNA.N. N1 GENERAL NOT 1. Contractor is responsible for Dig! and protection of all undergrounl 2. The septic tank an$ distri ution level on 6' of 3/4 -1 1�2" sto 3. Backfill should be clean sand or stones over 3' in size. 4. This system is subject to inspect by Carmen E. Shay - Environme 5. The contractor shall install this I with Title V of the Mossachusett! and Local Regulations. 6. If, during installation the controc soil conditions or site conditions from those shown on the soil to installation must halt h immedio made to Cormen E. Shay - Env 7. No vehicle or heavy machinery is septic system unless noted as H 8. install Tuf-Tito gas baffles or eq 9. All Distribution Lines shalt be 4" 10. All solid piping, tees & fittings Schedule 40 NSF PJC pipes wit) 11. MUNICIPAL WATER is AVAILABLE NOTE THE PROPERTY LINES AND WELTLAND THE BASE PLAN AND SURVEY DATA C BSC GROUP OF YARMOUTH, MA, DATE ENTITLED"EASEMENT PLAN OF LAND C PROPOSED LOT COVERAOE - 2.3 PERCENT PROPOSED HOUSE - 1966 S.F. LOT SIZE 84,287 S.F. THERE ARE WETLANDS LOCATED WIT WETLAND FLAGGING AND BASE MAP G DATED DECEMBER 14, 2005 ZONING DISTRICT = R-25 SETBACK RQUIREMENTS FRONT = 30' SIDE = 15' REAR - 20' ASSESSORS MAP - 29 PARCEL 10 FEMA FLOOD ZONE DISTRICT: FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL 250015 0005 C LEGEND 8X0 DENOTE SPOT ( X 104.46 DENOTE SPOT C PL PROPEf -[ED- PROPO! 97---------97 EXISTIN DEEP T PERCOL 0 WF#A2 WETLAN! o ----o FENCE PRIVATE REVISIONS NO. DATE: #1 7/24/06 PROPOSE[ SUBSURFACE SEWAGE DISPC or OF °" T. LOT #4 BAXTER AV T. m yir YARMOUTH, M/ wI TAKE" I { SCALE: 1"=30' )JECT#SD-938pp.dwg PREPARED BY: CARHEN E. ENVIRONNENTAL SEA P.O. BOX 627 EAST FALMOUTH, MA 025; TEL/FAX : 508-539-7966 DRAWN BY: CES FILENAME: SD -938