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Home My WebLink AboutEngineered Plans - 2008� EXIT 7 EAT $ QG WF RTS 6 a 6NE WF TOWN OF YARMOUTH e TAMMY HEBERT WF tY i P 538'-j20w CRAIG E. LYON a OCUS S4 94.51 77.3D, RrE - ?8 28.97, .: Leans Etat' LOCUS MAP Qr x 91 28 NOT TO SCALE LEGEND �g % 98 63 1� 1 EXISTING CONTOUR rJ' ET x 5&31 EXISTING SPOT GRADE (BENCHMARK 10°' EXISTING TV SERVICE LOT 2 j5T /TACK, EL-97.19 1 0 PROPOSED SPOT GRADE } LASUMED DATUM) — w — PROPOSED WATER SVC. qt -- WETLAND SYMBOL 100.70 1. WETLAND FLAG x IS OBSERVATION TEST PIT 1 BENCHMARK 8831 WF ODORICO DELAVRI JR. LOT 3, r2 (FORMERLY PART OF APN 45-23 45-24) z MOIST GROUND a W„ TOTAL AREA — 50,322±5F EL =82,9 (8,/G,) � BUILDABLE: 28,227±5F 4N G RICHARWERAND:6,600±SF (RECORD) LR o 1A O 9s 72 J.5..n, OOD i� SEPnC 031c NEW APN' ;-} -7", Z No. 0 TANK 4.. . iC ... No LAND 16. PROPOSED �` -- 6Y x 1 3 BEDROOM -------103' Q ISJ6ts0& HOUSE T.O:F =100.50 O "' CELLAR FLR. 11 "I EL.=93.0 g GARAGE T.Gs=99s 88 51.2' PETER T. �^ �_� McENTEE 9 " CIVIL N ss No. 35109 RfG1S1F.? 103.26' I t5-0 9s'a a x; t4 N/F j LUIS A GARCIA, THOMAS M. TULLY � `SOIL LOC s �* D F Int L'w/� �� DATE�, J:UARY 10, 2008 /r% "/ /"" 1 SOIL EVALUATOR: PETER McENTEE PE, CSE WITNESS: PHILIP RENAUD HEALTH AGENT % 91.50 8 Date } p TP-1 DEPTH ELEv. TP-2 DEPTH n'- (A 98.2 A SANDY LOAM D" 97.8 A SANDY LOAM 0" Ln LOT t 97.5 IOYR 3/3 8" 97.1 10YR 3/3 8.1 B B 1 ! SANDY LOAM SANDY LOAM gy. ,p' X CA 10YR 5/6 10YR 5/6 't ( 95.2 36" 95.1 32" C1 C1 M–C SAND 1 J. M–C SAND 2.5Y 6/4 48" 100 3% 2.5Y 6/4 10% GRAVEL ra F M 1 LD 10% GRAVEL 91.2 54" PERC C2 x 95.45 60" ssDD �> AP K 3 2008 912 84- C2 T P FINE SAND F–M SAND - 2.5Y 7/3 2.5Y 7/3 x 100. 88.2 120" 87.1 120" PERC RATE <2 MIN/ IN. ('C:'- HORIZONS) 27 21� _22 $d'` NO GROUNDWATER ENCOUNTERED W—N2903950 N32^I0'458E PROPOSED BUILDING LOT IS TAKEN FROM -PLAN OF LAND IN YARMOUTH. MA, PREPARED FOR BRUCE H. HOLZRICHTER & WILLIAM H. BARON III", BY HOOD SURVEY GROUP LLC, oS Fo s9 9 gA t8 ROUTE 6A. SANDWICH, MA 02563, DATED 12/6/2007 CAMP J' TREff PROPOSED SEPTIC SYSTEM SITE PLAN DELINEAno LYNNE HAMLYN N LOT 3 — CAMP STREET, YARMOUTH, MA LYNNE 690 THOUSAND OAKS DR. BREWSTER, MA 02631 ZONING CLASSIF1CAnON, R-25 Prepared for: 68 Camp Street Realty Trust, 24 Viking Ln., Sandwich, MA (508) 896-7678 SETBACKS: FRONT YARD=30' Engineering by: Surveying by: SCALE DRAWN JOB. NO. FLOOD PLAIN DATA SIDE YARD=15', REAR YARD=20' E11gkV*flfl W0yh HOOD SURVEY GROUP 1 "=30' P.T.M. 228-07.3 FIRM PANAL 250015 GG05 D MAXIMUM BUILDING COVERAGE = 20% 12 West Crossfield Road 18 Route 6A DATE REVISED JULY 2, 1992 MAXIMUM COVERAGE = 25% Forestdole, MA 02644 Sandwich, MA 02563 CHECKED SHEET NO. Zones "B" & "C" MAXIMUM BUIDING HEIGHT=35' (508) 477-5313 (508) 888-1090 1/15/08 P.T.M- 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EU96.0 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. PROPOSED 7gNK PROPOSED D -BOX PROPOSED SAS. INSTALL RISERS do COVERS OVER INLET & INSTALL RISER & CGVER INSTALL INSPECTION PORT OVER END UNIT OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE T.O.F.=100.5 f.G. EL 99.0(MAX.) F_G. FL F.G. EL=98.31 � F.G. EL 99.1t �lll INSPECTION L 10' L = 4 L = 6'(MAX) PORT a S=2% (MrN) ® S=t% (1AN.) 0 S- 1% (MIN.) 4'SCH40 P',C 4'scHr PW 4'SCH40 PVC 1a" 8" TO IN ® ey 11 4 INVERT INV.=96.25 48' UOUFD INV. -96.00 LEVEL GAS BAFFLE INV.=95.90 NV. -9533 4 ROWS OF 6 UNITS Al 4'/UMI 4 2'(END CAPS)- 26. DO 1Nv.=95.67 SOIL ABSORPTION SYSTEM (PROFILE) PR)POSED D-W,Im 4 outtETS (MIND .w PROPOSED 1500 GALLON SEPTIC TAM (H-10) ESTABUSH VEGETATIVE COVER HOUSE INV. -96.50 BACKFILL NTH CLEAN SAND tram£ DR PERC SAND) BREAKOUT EL= OF UNIT TOP OF CHAMBER EL -96.0 INV.ELEV.=95.67 NOTES: 1) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND BOTTOM ELEV.-95.00 TRUE TO GRADE ON A MECHANICALLY COMPACTED 2.8' EASTING SX INCH CRUSHED STORE BASE, AS SPECIFIED IN 5' MIN. ABOVE BOTTOM OF SUITABLE 310 CMR 15.221(2). T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=i1.2' SOILS 2) INSTALL INLET & OUTLET TEES AS REQUIRED. �sE 4 Rows cF 6-OUIrk4 s1AAroAaO c�a1UaATOR CHAMBERS APPROX. MSHGW. FL -87.3 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE - WITH NO SEPARATION BETWEEN EACH RDW A NO STONE AS MANUFACTURED BY iUF-TTIE, ZABEL OR EQUAL 4) MAXIMUM COVER OVER SEPTIC TANK, D -BOX & S.A.S. TYPICAL SECTION SHALL BE 36'. SEPTIC SYSTEM PROFILE N.T.S. GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL GROUNDWATER DETERMINATION BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS APPROXIMATE WATER ELEVATION AS OBSERVED IN WETLAND, 8/07, EL.=829 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE INDEX WELL MFW -29, WATER LEVEL 8/07 = 9.0, ADJUSTMENT = 4.4' (ZONE C) LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: APPROXIMATE MAX.IMUTA SEASONAL HIGH GROUNDWATER = 82.9 + 4.4 = 87.3 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5, ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF DESIGN CRITERIA HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. NUMBER OF SEDRCIOAIS'. 3 BEDROOMS 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. SOIL TEXTURAL CLASS CLASS 1 9, ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS DESIGN PERCOLATION RATE. <2 MIN/IN AGP.EED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DAILY FLOW: 330 G. P DIRECTED BY THE APPROVING AUTHORITIES. DESIGN FLOW: 330 G.P_D- 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE GARBAGE GRINDER: NO THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING PROPOSED SEPTIC TANK. 1500 GALLON CAPACITY CONSTRUCTION. LEACHING .AREA REOURED'. (330) = 445.9 S.E. 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 74 IN THE. AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). USE 4 ROWS OF 6-OUICK4 STANDARD CHAMBER UNITS WITH NO STONE FOR AN SAS. HAVING THE DIMENSIONS: 11,2' x 26.0'. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPTARTMENT PRIOR TO BACKFILL BOTTOM AREA (GENERAL USE APPROVAL FOR 4.72 SF/LF OF INFILTRATOR) 6 UNITS + 2 END CAPS PER ROW = 260 FT 4 ROWS x 26.0' x 4.72 SF/LF = 490.9 SF DESIGN FLOW PROVIDED: 0.74(490.9 5 .) = 363.3 G. P,D. [21' ® Li 5-4' POLYSEAL OUTLETS 2' Tc 1-4' POLYSEAL INLETS na ® SIDE VIEW t 00 _ 52" 2 y TOP VIEW 00 O00 X34- 48" 8 IN`C.ERT FFECn YE LENGTH) PT p4T0E END 'h Ew MULTIPORT END CAP c�1 Top View Section D -BOX SIDE MEW NOWNAL CHAMBER SPECIFFCATIUNS 9 (W, L v +) J� • �± a tY CF EC Aqw RA PROPOSED SEPTIC SYSTEM SITE PLAN "P LOT 3 - CAMP STREET, YARMOUTH, MA ..4 Prepared for. 68 Comp Street Realty Trust, 24 Viking Ln., Sandwich, MA FRCWi vn STOIZ a c.PAan RR N. Ergin « 6Y: S--jun M: SCALE DRAWN roe. No. QUICK 4 STANDARD INFILTRATOR CHAMBEREigbmwiW011111s HOOD SURVEY GROUP NTS P.T-M. 228-07.3 INFILTRATOR CHAMBERS 12 West Cmfwtd Rood 16 Route 6A Forestdok, MA 02644 Sondwi h. MA 02563 DATE S NO SHEET N.T.S. (508) 477-5313 (50B) 888-1090 1/15/08 P.T.M. 2 Of 2