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HomeMy WebLinkAboutEngineered Plans - 2008LOCUS DATA CURRENT OWNER ERNEST HOWLAND PLAN REFERENCE 48/15 - 115/25 DEED REFERENCE 5248/250 0 o' JOSHUA BAKER ra 0 af a LOCUS r 0 U) AMOS ROAD z w 28 SHUTILITY R0 EBAR �EDG UA / POLE FOUND OE PAVE F --HENT ORMER � ` A./<ER LAYOUT _ ` RD//O y i N3g 43'15 W 23.6 7' SU P DRYWELLS 21 LO 123-67-C AE/C EA ED TO BE RELOCATED > v RECORD AWAY TANK FROM SEPTIC �I / ` Q tr1 3I dEICATCH t ' / BASIN O PROPOSED SUMP 1500 GAL EXISTING _ .SEP. TANK SUMP 1 1/2 OBS. 1 s STORY n 1 ►: _ N / 3 BEDROOM n N DWELLING PROPOSED 12'x24' � /i O S.A.S. �s l -- 13--yJ 51.6 PUMP, CRUSH & ABANDON EXISTING �sJ SEPTIC COMPONENTS IN ACCORDANCE ZONING DISTRICT R-25 W BENCHMARK SETBACKS FRONT 30' W NAIL IN TREE SIDE 15' z o ELEV 15.23 REAR 20' N Q "C" J FLOOD ZONE 7/2/92 v 250015-5D LOCUS MAP Q PROPOSED NOT TO SCALE: V "D"BOX ASSESSORS MAP 40 0 20 30 40 PARCEL 21 C LOT AREA 16,818± S.F. © D.T.H. r 1 # GRAPHIC SCALE: 1 INCH = 20 FEET � M N., P-1 SITE & SEWAGE REPAIR PLAN #59 WINSLOW GRAY ROAD IN WEST YARMOUTH DATE: 3/19/08 APPLICANT: MOORE & DIANE DODGE 59 WINSLOW CRAY RAD WEST YARMOUTH MASSACHUSETTS SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 FAX (508) 888-2496 OF mss v� EDWARD r A. STON -s \ No. 2(J�1 / - Wt4N /F ALBINO MENDEZ ASSESSORS MAP 40 PARCEL 22 0 nl No. 1140 AN'ITAa,*N N TOWN OF YARMOUTH 3 1�t'�� ASSESSORS MAP 40 PARCEL 20 VARIANCES REQUESTED: 62•1o' TITLE 5: 1.) TO ALLOW 4' OF SEPERATION TO GROUNDWATER IN LIEU OF 5' Q 0 d 0 Dp DATUM: MAR 2 1 2008 VERTICAL DATUM: MSL± BENCH MARK SET. SILL ELEVATION 1it JjEALTH DEPT` WITH TI TLE 5. ?54 94, RECORD 178'31 "� IRON PIPE FOUND, — — 10ermit 31.8' I Q I f_J._ 0 DECK \ N ao I \ . N \0%, 1 1 1 O \ J \ \ \ \ LOTS &2 PLAN 84/15 ASSESSORS MAP 40 PARCEL 21 SYSTEM U AUIue to State an'd'U6e%T@tic�T+mwa& LEHealth review and approval is required for any future additions/renovations/alterations to sewage facilities and/or structures/dwelling. DF uth Health Department M/ ;t?Zl1t�1 Date I --J I z \ \ \ 'UTILITY POLE CONCRETE IAGE BOUND OLE FOUND CATCH BROKEN BASIN GAS ET = =SCH 40 TOP OF FOUNDATION C � ELEV. 14.5 MIS4'-6 1/2 FINISH GRADE GROUND ELEV. 12.8 ELEV. 13.9' ..� 71" INDICATES ADJ. GROUNDWATER -tet_ jN OF UAssq�y .Z �- B.O.H. FILL , `'. 12 @S= � VE a A" Pvr t2 GAS ET = =SCH 40 INV.= C � 11.80 MIS4'-6 1/2 GROUND ELEV. 12.8 ..� 71" INDICATES ADJ. GROUNDWATER -tet_ jN OF UAssq�y �- B.O.H. FILL , 8" 0 -~ e R M N A No. 1140 SOIL EVALUATOR. fvlsT'x E`'R\*� ,� 1Ci .p,a. RAISE COVERS TO WITHIN 6" OF FINISH GRADE FINISH GRADE ELEV. 13.75 1 3 BEDROOMS AT 110 GPB/D 330 GPD /�/`\77 12.6 ! FG 12.5 12.4 = 1 /� ��//j�� ay% ///ate �� //�a� /�� �/A-, SLOPE 12" MIN -36'" MAX. COVER OBS. ) 'w 6' CS= 0.015 VARIES TOP ELEV 11.60 PORT(s) 4" PVC SCH 40 0.01-0.0 CULTEC 410 FILTER CLOTH OR EQUALIM 5' STRIPOUT LONG TERM APPL. RATE__74 GPD/S.F. W L AROUND SYSTEM 0 o TO MIN. "C-2" HORIZON SIZE OF LEACHING SYSTEM PROVIDED: Lu a 10.90 BOTTOM OF ir) PANEL / SAND5 330 - 0.74 SF/GPD = 446 S.F. MIN. REQ. USING 9 PANELS "C-4" CULTEC UNITS SYSTEM DESIGN VENT DESIGN FLOW 10"TEE 14"TEE INV.= U 11.56 6" GAS BAFFLE 6 OUTLET 4'-1" LIQUID LEVEL D -BOX 4.'-4" PLUG 2 UNUSED 7 E OPPOSED TEE ELEV 11.47 14.30 6" BASE OF CRUSHED STONE OR MECHANICALLY COMPACTED 1,500 GALLON PRECAST CONCRETE SEPTIC TANK SITE & SEWAGE REPAIR PLAN #59 WINSLOW GRAY ROAD IN WEST YARMOUTH DATE: 3/19/08 APPLICANT: MOORE & DIANE DODGE 59 WINSLOW GRAY ROAD WEST YARMOUTH MASSACHUSETTS SHEET 2 OF 2 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 FAX (508) 888-2496 CONSTRUCTION NOTES: MINIMUM 2' UNDER / OVERLAY FOR PIPING SPLASH GUARD TO PREVENT SCOURING PER MANAFACTURES SPEC'S SET "C-4" PANELS LEVEL JV.= 11.23 USE (9) "C-4" CULTEC DRAIN PANELS TOTALING 72 LINEAR FEET 8'x48"x102" (96" EFF. LENGTH) (THREE ROW OF THREE PANELS) 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORK ON THE SITE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY, 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY MUST WITHSTAND H-20 LOADING. 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. 6. FINISH GRADE SHALL HAVE A MINIMUM OF OA2 FEET PER FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE LEVEL 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. REQUIRED SEPTIC TANK 330 x 2 _ = 660 GAL. SEPTIC TANK REQUIRED = _1500 _GAL. N SEPTIC TANK PROVIDED = _ 1500 _GAL. SIZE OF LEACHING FACILITY REQUIRED � DESIGN PERC RATE _ <2 -MIN./INCH TEST PIT #1 ELEV 6.9 HIGH GROUNDWATER "CULTEC #410" FILTER CLOTH 446 S.F. / 6.7 L.F./S.F. = 66.56 L.F. REQ. TITLE 5 CULTEC CREDIT WITH CLASS 1 MATERIAL & CLEAN SAND USE 9 CULTEC "C-4" DRAIN PANELS O O O W/ CLEAN MEDIUM SAND CLOTHTABOVE. (NO EPERATIONFILTER BETWEEN ROWS) 8' x 9 UNITS = 72 L.F. 48" 48" 48" 72' X 6.7 X 0.74 = 357 GALLONS "C-4" END VIEW 72.0'-66.56'=5.44'x6.7'/S.F. = = 36.44x0.74 = 27 GAL 357 GPD PROVIDED > 330 GPD REQUIRED DTH #1 > INDICATES DEEP + ``� E5 ,wt n = 27 GPD RESERVE TEST HOLE I L I NO (GARBAGE DISPOSAL / GRINDER ALLOWED INDICATES D.T.H. #1 C � P-1 44" PERC TEST DATE: 3/12/08 GROUND ELEV. 12.8 ..� 71" INDICATES ADJ. GROUNDWATER ADJ. GROUNDWATER 88" INDICATES OBS. GROUNDWATER B.O.H. FILL , 8" AMY VON HONE A SOIL EVALUATOR. 10YR 4/1 ED. STONE LOAM SAND 12" BACKHOE OPERATOR. g SEAN ENRIGHT 7.5 YR 5/6 SOIL TYPE: LO MY SAND PERC RATE: <2 MIN. PER INCH 24" LOADING RATE: 0.74 GAL/SF/MIN C-1 OYR 6/6 GROUNDWATER ADJUSTMENT ED. SAND 32" DEPTH TO GROUNDWATER 7.3 E EV = 10.1 J C.C.C. INDEX WELL MIW-29 / INDEX WELL ZONE "A" 1.9 INDEX WELL ZONE "B" 2.9 ---- 54" AVERAGE INDEX WELL 2.4 7 " (ELE 6.9) DEPTH AT INDEX WELL 8.6 88" (ELEV 5. INDEX WELL DATE FEB. 2008 C-2 INDEX WELL ADJUSTMENT 2.4 2,5Y 7/4 1' OFF INDEX WELL ADJUSTMENT 1.4 FINE SAND ADJ. DEPTH TO GROUNDWATER 5.9 132" V= t C � SECOND FLOOR KITCHEN LBH BED #1 INING LIVING FIRST FLOOR