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Home My WebLink About204 South Street - Septic System Design 3L h. LAND COURT PLAN LOCUS MAP N.T.S. )CUS AREA IS COMPRISED OF kwouTH ASSESSOR'S MAP 034 PARCEL 304 )T 2 ® LAND COURT PLAN 9190 E ERTIFICATE OF TITLE # 174,022 (8-10-04) WNER: JOHN F. REILLY, JR. 726 ANDOVER STREET LOWELL, MA 01850 ONING INFORMATION ONING DISTRICT: RS 40 VERLAY DISTRICT: AP - AQUIFER PROTECTION IINIMUM CURRENT ZONING REQUIREMENTS IINIMUM AREA: 40,000 S.F. IINIMUM FRONTAGE: 150' RONT YARD = 30' SIDE & REAR YARD >= 20' :OMMUNITY PANEL NUMBER 250015 - 0006 D (REV. 7-2-1992) 'HE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS, !ONES A11 (EL 11.0) & V13 (EL. 13.0). )ASE FLOOD ELEVATION = 11.0' (NGVD29) --LOOD LINE SHOWN HEREON HAS BEEN SCANNED AND DIGITIZED --ROM FIRM MAP PANEL #20015-006 D (REV. 7-2-1992) SOIL LOGS DATE :1010612004 ENGINEER ; BOARD OF HEALTH AGENT: Stephen A. Wilson, P.E. David D. Flaherty, Jr., R.S. TEST PIT 1 TEST PIT 2 �r G.S.E. = 6.8± 'rr Ap Sandy Loom 10 YR 6/1 8. g, �r B Sand Loam B Sandy Loom 7.5 YR 4/6 LAND COURT PLAN LOCUS MAP N.T.S. )CUS AREA IS COMPRISED OF kwouTH ASSESSOR'S MAP 034 PARCEL 304 )T 2 ® LAND COURT PLAN 9190 E ERTIFICATE OF TITLE # 174,022 (8-10-04) WNER: JOHN F. REILLY, JR. 726 ANDOVER STREET LOWELL, MA 01850 ONING INFORMATION ONING DISTRICT: RS 40 VERLAY DISTRICT: AP - AQUIFER PROTECTION IINIMUM CURRENT ZONING REQUIREMENTS IINIMUM AREA: 40,000 S.F. IINIMUM FRONTAGE: 150' RONT YARD = 30' SIDE & REAR YARD >= 20' :OMMUNITY PANEL NUMBER 250015 - 0006 D (REV. 7-2-1992) 'HE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS, !ONES A11 (EL 11.0) & V13 (EL. 13.0). )ASE FLOOD ELEVATION = 11.0' (NGVD29) --LOOD LINE SHOWN HEREON HAS BEEN SCANNED AND DIGITIZED --ROM FIRM MAP PANEL #20015-006 D (REV. 7-2-1992) SOIL LOGS DATE :1010612004 ENGINEER ; BOARD OF HEALTH AGENT: Stephen A. Wilson, P.E. David D. Flaherty, Jr., R.S. TEST PIT 1 TEST PIT 2 G.S.E. = 7.5t G.S.E. = 6.8± 0 Ap Sandy Loom U 10 YR 3/1 Ap Sandy Loom 10 YR 6/1 8. g, )SED B Sand Loam B Sandy Loom 7.5 YR 4/6 10 YR 5/8 20' 24• JBACKWASH C1 Medium Sand 10 YR 5/8 C Medium Sand 10 YR 7/2 54• 108' C2 - - Med. - Coarse Sand Utility Pole 108" 10 YR 6/3 Contours Ground Water Ground Water Observed 0 72' Observed 0 72' DESIGN SCHEDULE ELEVATION TOP OF FOUNDATION ELEVATION - HOUSE 12.0 TOP OF FOUNDATION ELEVATION - GARAGE 11.5 gFwFR INVERT AT FOUNDATION 9.3 OF LEACHING `;zyJ" ABLE. OBSERVED AT EL 1.5 1 - NOTE I FRAMAREA PIUSTCENO� REOTNEEDED ADJONCREiCVERSTO 60 BELOW FINISHED GRADE. B (T1DAL) `• . CORPSOF ENGINEERS MA-Ia - :1 ,YARMOUTHMASS DEOE - WATERWAYS LICENSE #577 01110 11 • Sa• .. r• .. • . a• •,, a1•• ... ZONE V13 (EL, FLOOD ZONE w t y -�00 •-yl `---"' C' r 5�� ' 0/ ... • ._tea. . BUFFER -IL-LIMIT OF WORK FOR .2 4! WIDE PATH BUFFER ZONE KANTING & LLANDSCWAI LAYM .4 r CONSERVATION NOTES: 1. ALL ROOF RUNOFF TO DISCHARGE TO DRYWELLS OR DRIP TRENCHES. 2. LIMIT OF WORK SHALL CONSIST OF STAKED HAY BALES AND SILT FENCE TO BE MAINTAINED FOR THE DURATION OF THE PROJECT. 3. LANDSCAPE BUFFER TO BE DEVELOPED IN CONSULTATION WITH COMMISSION STAFF. O 8.0 LUT OF WORK I x 7.9 HOUSE �"� e, YIT OF WORK FOR HOUSE • POOL CONSTRUCTION t l -7 eJ • POOL " OONC •PA }bFFSET �04t ToP OF REVETMENT �1 0 ,p 7.7 n LAWN 7.8x ///(7 (/ 7.9 8 _ l /V1D EI/NGi S7 710 D ORY v00D R � !! 7.9 7.a ESr.E�O r ()\Mpz To INST-ALL % . 7 j� old DfY��Z l LA2JlS od x�7R P� a Zti e 100' OFFSET FROM TOP OF REVETMENT-. o o r POOI: LOT 6 L.C. PLAN 9190 G N/F CHARLES WHITE MANAGEMENT, INC CB DH FND (HELD) LC. PLAN 9190 E PARCEL AREA TO OBSERVED HIGH WATER 46,905* SQ. FT. 1.08± ACRES N_O7'5TW WW 575.95 \ PS [ZEta!Lt c) T• th i.lipj LEGENDPROPOSED EXISTING PR ` s A Stake & Tac Set/Found p� Meg Nail Set/Found ' Concrete Bound )SED Gas Gate , : 4T FOR i ` ` LAWN JBACKWASH Water Gate ® C1rAV CCT ® Telephone Riser LOT 6 L.C. PLAN 9190 G N/F CHARLES WHITE MANAGEMENT, INC CB DH FND (HELD) LC. PLAN 9190 E PARCEL AREA TO OBSERVED HIGH WATER 46,905* SQ. FT. 1.08± ACRES N_O7'5TW WW 575.95 \ PS [ZEta!Lt c) GENERAL DOTES : DROJECT BENCHMARK: DATUM NGVD 1929 MONUMENT #11 SMUGGLER'S BEACH PARKING LOT EL. TBM: = STAKES SET IN LOCUS (SEE PLAN) EL. = 7.28' (NGVD) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 ANY LOCAL RULES APPLICABLE. s7 ; .. T• th i.lipj LEGENDPROPOSED EXISTING A Stake & Tac Set/Found • Meg Nail Set/Found o Concrete Bound ® Gas Gate , 12 Electric Meter ❑ Catch Basin Water Gate ® Gas Meter ® Telephone Riser -O- Utility Pole Contours x 100 Spot Grade *a- Test Pit Conc. Concrete EDP Edge of Pavement F.F.E. Finish Floor Elevation GENERAL DOTES : DROJECT BENCHMARK: DATUM NGVD 1929 MONUMENT #11 SMUGGLER'S BEACH PARKING LOT EL. TBM: = STAKES SET IN LOCUS (SEE PLAN) EL. = 7.28' (NGVD) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 ANY LOCAL RULES APPLICABLE. s7 ; .. T• th i.lipj MIOR T -n 1=ILLlNG OaNc yp 7. �• ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 5.9' BY DESIGNING ENGINEER ^'4 / pROp ' 1�" NOD STORY FRAME WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, ? / GARAGE NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT _ p GR' ACE TO BE RAZED TO • cl 50.G• 6.9 7.42' THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN APPROVAL BY DESIGNING ENGINEER ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4PVC., SCH 40 EL.# PROPOSED 800 GAL DRY WELL `rROPOSED Rut O. &7' "Z,-.4 `PIT \\ EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SJRROUNDING ,� SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER -- N/F HENRY C. GILL 310 CMR 15.255. 3.9' 7 7 LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 7.6 1 ` Tc K 7A SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE 8?(Y 7w 7.5 UTIU7y COMPANY PRIOR TO ANY CONSTRUCTION. . . II AI...J Y:•II Q ..9E ij pRoPosED °9r l 1 1 7.2 EXISTING SEPTIC SYSTEM TO BE PUMPED AND REMOVED. 0-90X1%x 7.2 r f 1 wx st a 1 v--- _ THE PROPERTY LINE INFORMATION SHOWN IS BASED ON m <D woaoED CURRENT AVAILABLE RECORD 'NFvrcNATiON CONSiSTird h OF PLANS AND DEEDS.THE EXISTING FEATURES SHOWN rHEREON WERE OBTAINED FROM AN ON THE GROUND 9 RESERVE---- 7 ' c9 16\\ 79 6'e PROPOSED HOLLj D SURVEY NC.ERF RMOD4,BY BAXTER, ARTRU R, NYE.& B WATER SERVICE x 7.1 IA 66 z... 1 7 1 I tiN or 2.9' t3 ` 7.4x I I tc x 7.3 N iA . • zeal+ s' DOSTING WATER SER6 9 V TO BE CUT AND REMOVED)3 ' saJyq 9� , - i N 05.36'50' .W �� IRRIGATION to I� o G' N W LOT 5 i+ L.C. PLAN 9190 G IN N/F CHARLES WHITE MANAGEMENT. INC p m Z TYPICAL SYSTEM PROFILE NOT TO UCALE FA 1. 1. • 1. 1 .w a1 r' -I `iY6WW�i •.a ••ra, a1 FIRST 2' (TO BE LEVEL) then 0 2.0% SUMPW 40 PVC DOUBLE WASHED STDNE (3/4' to 1 1/21 IT 1 £ 134.20' 1�y UP #_ 7.0 \�� ` _ _ C. ! 7,1 I fn 4 6' BETWEEN INLETS I I7.2 1 o iTW,H GRADE /• WK 36* W Ty coMP�ctm BACK Flu Dalaw TOPSOIL 2®u1�`�i Street I -LAYER�• Bass River 7,'0-4 1 fel I i s r o#0 D&M , 12• DOUBLE 31,r {� E Lor 1 p g i �� , ',\ o DISIRlsUnOil UNE 4, 1>Emror�im i 6 n D 1 1/2- LOT SrOWb /4 South Yarmouth, Massachusetts - L. . PLAN 9190 E W 1 �, I N PAY PREPARED FOR N/F LAURENC� P. & SALLY P. BENEDICT a &I I 70 SEE PLAN VIEW FOR TRENCH LAYOUT o John F. Reilly, Jr. NOOOED I fr I NTSQ1 z I I TITLE 1 a 7.2 i-----�l6'Wetlands Permit Pian IFINISH GRADE D• (mig.) WAR EXCLtJi / 36• VAX 1 , , , , , • • 'i, .. 2' LAYER DOUBLE WASHED PROPOSED SYSTEM WAS REVIEWED BY BOARD OF HEALTH STONE 1/8" to 1/2' 2• TOPSOIL AND APPROVED ON: OVER DISTRIBUTION LINES 6'10' IAS t % WASHED 1/20 BAXTER, NYE & HOLM MEN, INC. (4)-4• SCH 40 SLOTTED PVC Registered Professional �Fer T^,ROS&SECT 0 Da7RIBLIDON uN13 Engineers and Land Surveyors NTS 1812 Main Street, 0sterville, Massachusetts 02655 u„r•. Phone - (508) 428-4131 Fax - (508) 428-3750 �••� TCP,"Eri . ti 10 0 10 20 - •. •., m m r• , 1 . r •2 a , , •. . , 1 , Area SCALE IN FEET SCALE: 1 20' DATE. 10/13/04 y//�y 4\ �� o�A' aPERC (CLASS MIN. LEACHING AREA 1 �- •1 1 0.74 GpDIS.F. GROUNDWATER • • v a. 0 EL 1.5' PROPOSED SYSTEM: NIS 1 2004-084