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HomeMy WebLinkAboutEngineer PlanLOCUS DATA CURRENT OWNER ESTATE OF GENESIO MASUCCI PLAN REFERENCE 130-137-2 DEED REFERENCE 7699-263 ZONING DISTRICT R-25 FLOOD ZONE AE-11 ASSESSORS MAP 25 PARCEL 225 OVERLAY DISTRICT NONE LOT AREA 9,790f S.F. SITE & SEWAGE UPGRADE PLAN J166 PINE GROVE ROAD IN YARMOUTH, MASS APRIL 24, 2023 OWNER/APPLICANT: EST OF GENESIO MASUCCI 6 E. LI TCH FI ELD ROAD S. LI TCH FI ELD, CT 06 759 C/O DOUG CAMBELL SHEET 1 OF 3 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 CELL (508) 527-3600 EAS.SURVEYQYAHOO.COM / ( 6 ROAD CATCH BASIN ro O _ _ 1 — / N SO' 04145~ E 63 6� 1 — O 39.5' 6 LOT 1 s 9,790t S.F. ' � 1 ' 1 BULKHEAD (V w 6.2 0 WATER M TANK ROOM r OUTSIDE SHOWER PUMP, CRUSH AND 6.2 X REMOVE EXISTING CESSPOOL IN HED I ACCORDANCE WITH I TITLE 5. �l RECEIVED 19 BED#1 UV• 23.0' CRAWL 12.9 . BED#2 KIT. onor `, .. Tf — 2.2' 1 5 0p445" W 1 PROPOSED 1,500 GALLON SEPTIC TANK 7 ;r I► 1 /, X 7.5 13.0' 13.0' PROPOSED 'D' BOX PROPOSED 1,000 GALL I3N-`PCMf` CHAN BEIVarmouth Health Department APPROVED ,` ame Date d a 0 w � w o PERE N � RI z LOCUS a. SOUTH SHORE D NANTUCKET SOUND 23-01 o� EDWARD v U A �Pi STONEf N .2598 y NO {y PROPOSED S,A,S. 16'x30' LEACHING FIELD PROPOSED 40MIL POLY LINER TOP=8.2 BOTTOM 6.2 BENCHMARKi NAVD TOP OF CONCRETE BOUND. ELEVATION = 7.69 45' SWEEP TO GRADE CLEANOUT WITH SCREW CAP --, OF FOUNDATION 7.85 '. 7.2 12'00S=0.02 4" C.I. SCHJ40 INV.= 4.94 4 BAND STAINLESS 50-7" STEEL CONNECTOR V-7" _,_ L JOB # 23-0111 RAISE (1) 24" COVERS RAISE COVER TO WITHIN TO FINISH GRADE -7 6" OF FINISH GRADE RAISE (3) COVERS TO WITHIN 6" OF FINISH GRADE FINISH GRADE FINISH GRADE ELEV. /7.1 ELEV. 7.0 �\TnP�= 10"TEE 14"TEE ZABEL FILTER 4'-0" LIQUID, LEVEL 4'®S=0.01 4" PVC SCH 40 INV.= INV.= 4.69 4.65 ADJ. G.WATER ELEV. 3.3 BOT. 0.36 PROPOSED 1,500 GALLON SEPTIC MONO TANK SET ON 6" STONE OR LEVEL STABLE BASE WATERPROOF AT FACTORY SITE & SEWAGE UPGRADE PLAN #166 PAVE GROVE ROAD IN YARMOUTH, MASS APRIL 24, 2023 OWNER/APPLICANT: EST OF GENESIO MASUCCI 6 E. LITCHFIELD ROAD S LITCHFIELD, CT 06759 C/O DOUG CAMBELL SHEET 2 OF 3 EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 CELL (508) 527 3600 EAS.SURVEY®YAHOO.COM DOSING CALCULATIONS: DESIGN FLOW TO CHAMBER REQ'D EMERGENCY STORAGE EMERGENCY STORAGE PROV'D NUMBER OF DOSING CYCLES DEPTH PER CYCLE 34 S.F. X 0.42' X 7.48 GAL/CF DESIGN TDH (3.81'+8.30') DESIGN GPM RUNNING TIME /O ELEV. 9.3 PUMP CONTROLS �, �2-TO" Xlz EXPANDER / HORIZ.oI TEE 26" 2" PVC SCH 40 INV.= 4.40 ADJ. G.WATER ELEV. 3.3 PROPOSED 1,000 GALLON MONO PUMP CHAMBER SET ON 6" STONE OR LEVEL STABLE BASE WATERPROOF AT FACTORY FINISH GRADE ELEV. 9.2 8'c'S= 0.005 ii 00 6 OUTLET' H-20 D86 INV.= 8.21 HORIZ. "T" TOP ELEV 8.2 (2) OBSERVATION PORTS TO GRADE / SCREW ON CAP 12" OF COVER MIN. FILTER ci OTH ELEVATION 9.1 •eeoeeeas0 e/r• 000oao 0 0 0 0 0 0 0 0 �00 0 0 0 00000000000000 00 0 aooa000000000 000� O O O 0 0 0 0 O 0 0 O VINV.=='i' U -. 0 16' x 30' LEACHING HELD .00INV.= 7.85 8.04 30.0' 26' x 40' OVERDIG PROPOSED 40 MIL POLY LINER TOP 8.2 BOT. = 6.2 STRIPOUT TO q TOP OF "B" HORIZON 5• PER 310 CMR 15.255 (C) aw ;n 7.35 o0 �4 1 ELEV. 3.3 / ADJ. G.WATER TH#1 OBSERVATION PORT(S) / SCREW CAP / i► . MIN 6" FILTER FABRIC 00000 0000 00000 0 0 o 0 000000000000000000000 " 000000000000000000000 3/4"TO1-1/20000000000 0000000 0000land d DOUBLE WASHED 00 0 00 00 0000 00 0 00 0 0 00 0 00 STONE �- 4' �-- 4' ---}-- 4' -- - 4' - -� �---- 16.0' -� SIDE VIEW 24" DIA MIN. MANHOLE COVER BROUGHT TO FINISH GRADE ��IN 20" DIA MIN. MANHOLES COVER BROUGHT TO WITHIN 6' SEPTIC TANK BUOYANCY CALCULATIONS OF FINISH GRADE , EL 7.0 1500 GALLON H-10 MONO WEIGHT OF TANK= 12,000 LBS TOP ELEV. = 5.74 WEIGHT OF SOIL= N/A LBS TOTAL WEIGHT= 12,000 LBS 4" PVC BUOYANCY FORCE: (5.92x10.Ox2.94) x 62.4 =10,860 LBS INV.= 4.65 UEMER. 35" ° 10,860 LBS < 12,000 i LBS = 1,140 y LBS "' 1 ALARM ELEV.= 1.90 OR' _ 4 1 f U Wo PUMP ON EL. - 1.65 -� 3" mo o 0 PUMP CHAMBER BUOYANCY CALCULATIONS 1000 GALLON H-10 MONO I WEIGHT OF TANK= 8,500 LBS WEIGHT OF SOIL= N/A LBS TOTAL WEIGHT= 8,500 LBS BUOYANCY FORCE: (5.08x8.08x3.23) x62.4 = 8,2931 LBS 8,293 f LBS < 8,500 1 LBS = 327 �BS NOTE: 10" SUMP - ADDITIONAL 1,730 OF WATER AT ALL TIME IN CHAMBER + ADDITIONAL EARTH COVER OVER TANK = 330 GPD = 330 GAL = 730 GPD (2.92' x 250G/FT) = 4 PER DAY/TITLE V (105 GAL(83+22)) = 5" INCHES = 105 GAL/DOSE (0.42'x250 G/FT) = 12.11 FEET = 40 GPM -_105 GAL -L 40 GPM = 2.6m +/or 2 MIN 38 SEC. t- 3" 5" m PUMP OFF EL. = 1.23 BOT. INS. = 0.40 .1Z 10"a. to lk3 PnT FI = n_cr7 : 4 6" MIN. 3/4" TO 1 1/2" STONE 1,000 GALLON 4"x8"x16" SOLID PRECAST CONCRETE CONCRETE BLOCK PUMP CHAMBER HEALTH (KEPT. APPROX. 15" COVER '�- QUICK DISCONNECT 2" PVC DISCHARGE \ PIPE INV 4.40 1 /4" WEEP HOLE CHECK VALVE ADJ. G.WATER 2" SCH 40 ELEV. 3.3 PVC THREADED PIPE �-- 2 MERCURY FLOAT LEVEL CONTROLS �a MEYERS 0.4 HP SEWAGE PUMP (MODEL SMR) OR EQUIVALENT LOCATE UNDER MH PUMP TO HANDLE MIN. 2" SOLIDS CONSTRUCTION NOTES: 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 SEP11C TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED PUMP NOTES 1. POWER CABLES TO BE PLACED IN CONDUIT IN ACCORDANCE WITH LOCAL BUILDING AND WIRE CODES. 2. PUMP AND ALARM TO BE ON SEPERATE ELECTRICAL' CIRCUITS. 3. PUMP ALARM TO BE SET AT A CONVENIENT LOCATION ADJACENT TO THE BUILDING AND TO BE BOTH AUDIO AND VISUAL. 4. ELECTRICAL PERMIT REQUIRED 23-0111 SITE & I SEWAGE UPGRADE PLAN #166 PINE GROVE 1?0A D IN YARM OU TH, MASS APRIL 24, 2023 OWNER/APPLICANT: EST OF GENESIO MASUCCI 6 E. LITCHFIELD ROAD S. LITCHFIELD, CT 06759 C/O DOUG CAMBELL SHEET 3 OF 3 PREPARED BY: EAS SURD EY, INC. P.O. BOX 1729 SANDWICH, MA 02563 CELL (508) 527-3600 EAS.SURVEY©YAHOO.COM DATUM: GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 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 3" 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 OTHERWISE SPECIFIED. 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 0.02 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 BEi 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. 13. MAGNETIC TAPE ON ALL COMPONENTS. VERTICAL DATUM: NGVD - 1929 MON #11, ELEV 6.15 BENCH MARK USED: TOP CORNER OF CONCRETE BOUND AT REAR. ELEVATION 7.69 VARIANCES REQUESTED NONE DTH #1 INDICATES DEEP TEST HOLE INDICATES P-1 30" PERC TEST ..b- 41" INDICATES ADJ. GROUNDWATER ==* 54" OBSERVED GROUNDWATER DATE OF WELL: 3/2023 INDEX WELL: MIW-29 WELL ZONE: A WELL DEPTH: 7.28 DEPTH OF WATER: 4.5' WELL ADJUSTMENT: 1.1 DEPTH OF ADJ. G.W.: 3.4' SYSTEM DESIGN EXISTING DESIGN FLOW 2 BEDROOMS AT 1 00 GPB/D 2ZQ- GPD PROPOSED DESIGN FLOW 3 BEDROOMS AT110 GPB/D 3,30_ GPD REQUIRED SEPTIC TANK _ 330 x 2 = 660 GAL. SEPTIC TANK PROVIDED = 1500 GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE <2 MIN./INCH LONG TERM APPL. RATE 0.74 GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ. USING A 16'x3O' LEACHING FIELD LOW PROFILE UNITS AND NO STONE AROUND 16' x 30' = 480 S.F. 480 x 0.74 G/SF = 355 GPD 355 GPD PROV > 330 GPD REQ. = 25 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) D.T.H. #1 DATE: 4-12-2023 GROUND ELEV. 6.7 ADJ. GROUNDWATER A LOAMY SAND 10YR 6/28" EL.= 6.0 B LOAMY SAND 10YR 7/6 EL.= 4.3 29" C 30" MEDIUM SAND 2.5Y 7/4 EL=3.3 41" EL.= 2.2 54" EL.= -0.8 90" B.O.H. JAY GARDINER SOIL EVALUATOR DAVE FLAHERTY BACKHOE OPERATOR. SKIP PHELPS SOIL TYPE: 1 PERC RATE: <3 MIN. PER INCH LOADING RATE: 0.74 GAL/SF/MIN