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Home My WebLink AboutEngineered Plans - Rev. 2017LOCUS DATA s9�0 ROUTE 28 - MAIN STREET N CURRENT OWNER 1313 MAIN 21.5 REALTY TRUST ------ x — — — — — — — — — — — — — 28 -------------- _ PLAN REFERENCE 118-153 _ _ o LU X 21.2 ( 4 u� LOCUS DEED REFERENCE 24761-309 A=99.71' A=100.29' R=1969.fis'� R=1969.65' COMMERCIAL ST. ZONING DISTRICT B-1 � LOCUS MAP UG FLOOD ZONE "X" LOT 8 8A LOT F CSG 6 NOT TO SCALE: ASSESSORS MAP 60 17,822± S.F. N 20,058± S.F. 0 17-0103 PARCEL 165 0 o 0 OVERLAY DISTRICT GIZ - 4ji — — LOT AREA 20,058± S.F. ;� -------___.X 20.9 3 yTMOFn � 20.9 N �� EDWARD, v~i o A N SITE & SEWAGE Z o STONE Z Z REPAIR PLAN a N°.2s a �L] � Z Z Z J� Z V MU �a LtiQ WOK "N ROLL a.a. Q O r N 7O n 0 -0 ? Z 1319 MAIN ST./RT 28 (14 � 3r� L to IN S. YARMOUTH, MA N N 20.9 DATE: FEBRUARY 6, 2017 0---- R E V: MAY 6, 2017 ° OWNER /APPLICANT: 1313 MAIN ST. R.T. ° - 1323 ROUTE 28 01 SOUTH YARMOUTH, MA I 508-367-7287 `-"----- __ v �� I Yarmouth Health Department SHEET 1 OF 3 -- -- ° PP y ED PREPARED BY:,' _ - °)'2d 1 / i i I ame Date EAS SURVEY, INC. A=78.01' P.O. BOX 1729 R=760.77 A=100.29 R061769.65 i SANDWICH, MA 02563 0 30 45 60 PH. (508) 888-3619 CELL (508) 527-3600 GRAPHIC SCALE: EAS.SURVEY@YAHOO.COM 1 INCH = 30 FEET EDWARD A STONE SITE & SEWAGE REPAIR PLAN WOK'N ROLL 1319 MAIN ST./RT 28 IN S. YARMOUTH, MA DATE: FEBRUARY 6, 2017 REV: MAY 6, 2017 OWNER/APPLICANT: 1313 MAIN ST. R.T. 1323 ROUTE 28 SOUTH YARMOUTH, MA 508-367-7287 SHEET 2 OF 3 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS. SU R VEY@YAH 00. COM SHED G------___ -'- -20 G BENCHMARK 0 �' G NAIL SET IN POLE j BY OTHERS. ELEV 20.00 0 0 19 PUMP, CRUSH & ABANDON EXISTING LEACHING PIT IN C ACCORDANCE WITH TITLE 5. O_ 1a �\ _EXISTING ` LEACHING FIELD 1.7' 11.7' rs 19.4' L G GA=10 0.29' R=1769 65 14.2' _I--_ _\ �- NANNY', �4114ww-li lie G 21.22- W 0 10 15 20 mw__ m m L PROPOSED POST & RAIL GRAPHIC SCALE: I FENCE TO PROHIBIT 1 INCH = 10 FEET DRIVING OVER THE LEACHING CHAMBERS PROPOSED H-20 2,000 _ GALLON (2) COMP. SEPTIC TANK WITH COMM. FILTER OUTLET. EXISTING H-20 1,000 GALLON GREASE TRAP TO REMAIN WITH EX. COMM. FILTER 0 OUTLET 3.1' EXISTING SEPTIC TANK TO BE REMOVED _PROPOSED H-20 DB -9 -WITH INLET TEE PROPOSED LEACHING w AREA. 42 ARC 36 HC o ADS PLASTIC CHAMBERS 17.2' x 35.0' 0 3 0 0 N EXISTING LEACH PITS TO BE 3 PUMPED CRUSHED AND REMOVED IN ACCORDANCE 1 N WITH TITLE 5 1 0 1 V) 2 -o PROPOSED OBSERVATION IPORT(S) I( Z RAISE COVERS TO THIN 6" OF FINISH GRADE SILL ELEV. 21.2 FINISH GRADE GRADE ELEV. 20.5 ELEV. 19.8 FINISH GRADE / � �� "F*jr ELEV. 19.5 ELE 18.3 tl ////C. TOP �� /\\ 4" PVC 4 SCH 40 4" PVC 2'® S=0.25 _ n n 7'0 4" PVC 17-0103-SEP.DWG SITE & SEWAGE REPAIR PLAN WOK'N ROL L 1319 MAIN ST./RT 28 IN S. YARMOUTH, MA DATE. FEBRUARY 6, 2017 REV: MAY 6, 2017 OWNER/APPLICANT: 1313 MAIN ST. R.T. 1323 ROUTE 28 SOUTH YARMOUTH, MA 508-367-7287 SHEET 3 OF 3 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY@YAHOO.COM 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 SEPTIC TANK IS DISCOURAGED. GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS a FOR SUBSURFACE DISPOSAL OF SEWERAGE. c 2. ALL ACCESS PORTS BROUGHT TO FINISH GRADE WITH MANHOLES. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING 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 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 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. 13. MAGNETIC TAPE OVER ALL COMPONENTS. 17.9 (2) OBSERVATION PORTS TO GRADE / SCREW ON CAP 36" MAX -12" MIN' OF )P ELEV 15.03 (42) ARC 36 HC (H-20) 54 6 ROWS OF 7 UNITS EACH UNIT 34.5" x 60" x 13" 35.0' - 17.2'x35' LEACHING AREA IN FIELD CONFIGURATION _ f ELEV. 5.9 ADJ. G.WATER TH#1 VATION 16.9 �., 11%,Z 0 ir a w OBSERVATION PORT(S) / / SCREW CAP MIN 6" SAND FILL I SYSTEM DESIGN PROPOSED DESIGN FLOW 19 SEATS AT 29- GPB/D -M-0- GPD REQUIRED SEPTIC TANK (2 COMP) 380 x 3 _ 1,140_ GAL. PROPOSED SEPTIC TANK = X000 _GAL. PROPOSED GREASE TRAP DESIGN FLOW 19 SEATS AT 15 GPB/D 2$,5. GPD EXISTING 1,000 GALLON GREASE TRAP SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE ---<_Z-----MIN./INCH LONG TERM APPL. RATE-9.,L4-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 380 _ 0.74 SF/GPD = 514-S.F. MIN. REQ. USING 42 ARC 36 HC (H-20) CHAMBERS UNITS AND NO STONE AROUND 4.80 SF / LF X (6 x 35) = 1008 S.F 1008 x 0.74 G/SF = 746 GPD 746 GPD PROV > 380 GPD REQ. = 366 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) �-- 2.87'-+- 2.87'--1--- 2.87'--1 2.87'--4-+- 2.87'--�- 2.87'-� --- 17.22' -� SIDE VIEW GROUNDWATER ADJUSTMENT D.T.H. #1 0 DATE: 1/19/17 GROUND ELEV. 17.9 ADJ. GW 5.9 A FILL 1OYR 5/1 24" B LOAMY SAND 7.5YR 5/8 36" ELEV = 14.9 C-1 MED. SAND 10YR 6/6 48" BOTTOM OF HOLE 12.0' •ry nniry-� nnNx _ 2.5Y 7/4 DTH #1 ib INDICATES DEEP NO G.WATER TEST HOLE 144" ELEV = 5.9 X. 16.70 EXIST. TEE EXIST. NO WEEPING 6 50 2 MIN 3 MAX BACKHOE OPERATOR. INV.= I 8,0S=0.02 RED LOADING RATE: 0_74 GAL/SF/MIN FILTER 10"TEE 191, 15.8 - PROP. 6h 4'-1" LIQUID LEVEL INV. (S) TEES FILTER DB -9 =16.00 5'-4" L Q. LEVEL H-20 INV.=1 (X2) 1,330 GALLONS 665 GAL. INV.=14.90 INV.= ° ° ° BOT. 14.70 DATUM: o 10.00 ° ° EXISTING 1,000 GALLON GREASE TRAP TANK TO REMAIN (H-20) PROPOSED 2,000 GALLON 2 COMPARTMENT VERTICAL DATUM: ASSUMED MSL TANK SET ON LEVEL STABLE BASE (H-20) BENCH MARK USED: NAIL SET BY OTHERS IN UTILITY POLE ELEV. 20.00 17-0103-SEP.DWG SITE & SEWAGE REPAIR PLAN WOK'N ROL L 1319 MAIN ST./RT 28 IN S. YARMOUTH, MA DATE. FEBRUARY 6, 2017 REV: MAY 6, 2017 OWNER/APPLICANT: 1313 MAIN ST. R.T. 1323 ROUTE 28 SOUTH YARMOUTH, MA 508-367-7287 SHEET 3 OF 3 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY@YAHOO.COM 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 SEPTIC TANK IS DISCOURAGED. GENERAL NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS a FOR SUBSURFACE DISPOSAL OF SEWERAGE. c 2. ALL ACCESS PORTS BROUGHT TO FINISH GRADE WITH MANHOLES. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING 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 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 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. 13. MAGNETIC TAPE OVER ALL COMPONENTS. 17.9 (2) OBSERVATION PORTS TO GRADE / SCREW ON CAP 36" MAX -12" MIN' OF )P ELEV 15.03 (42) ARC 36 HC (H-20) 54 6 ROWS OF 7 UNITS EACH UNIT 34.5" x 60" x 13" 35.0' - 17.2'x35' LEACHING AREA IN FIELD CONFIGURATION _ f ELEV. 5.9 ADJ. G.WATER TH#1 VATION 16.9 �., 11%,Z 0 ir a w OBSERVATION PORT(S) / / SCREW CAP MIN 6" SAND FILL I SYSTEM DESIGN PROPOSED DESIGN FLOW 19 SEATS AT 29- GPB/D -M-0- GPD REQUIRED SEPTIC TANK (2 COMP) 380 x 3 _ 1,140_ GAL. PROPOSED SEPTIC TANK = X000 _GAL. PROPOSED GREASE TRAP DESIGN FLOW 19 SEATS AT 15 GPB/D 2$,5. GPD EXISTING 1,000 GALLON GREASE TRAP SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE ---<_Z-----MIN./INCH LONG TERM APPL. RATE-9.,L4-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 380 _ 0.74 SF/GPD = 514-S.F. MIN. REQ. USING 42 ARC 36 HC (H-20) CHAMBERS UNITS AND NO STONE AROUND 4.80 SF / LF X (6 x 35) = 1008 S.F 1008 x 0.74 G/SF = 746 GPD 746 GPD PROV > 380 GPD REQ. = 366 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) �-- 2.87'-+- 2.87'--1--- 2.87'--1 2.87'--4-+- 2.87'--�- 2.87'-� --- 17.22' -� SIDE VIEW GROUNDWATER ADJUSTMENT D.T.H. #1 0 DATE: 1/19/17 GROUND ELEV. 17.9 ADJ. GW 5.9 A FILL 1OYR 5/1 24" B LOAMY SAND 7.5YR 5/8 36" ELEV = 14.9 C-1 MED. SAND 10YR 6/6 48" BOTTOM OF HOLE 12.0' 60" EL=12.9 COARSE-2SAND 2.5Y 7/4 DTH #1 ib INDICATES DEEP NO G.WATER TEST HOLE 144" ELEV = 5.9 P-1�60"INDICATES PERC TEST B.O.H. NO MOTTLING AMY VON HONE NO WEEPING SOIL EVALUATOR ED. STONE BACKHOE OPERATOR. ELLIS BROTHERS (KEVIN) 144" INDICATES ADJ. GROUNDWATER SOIL TYPE: _1 PERC RATE: <_2 MIN. PER INCH INDICATES OBS. GROUNDWATER LOADING RATE: 0_74 GAL/SF/MIN