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Home My WebLink AboutEngineered Plans - Rev. 2019LOCUS DATA CURRENT OWNER JOHN REED 0 o I LOT 27 KAREN REED PLAN REFERENCE PB 151-77 DEED REFERENCE DB 4179-49 ZONING DISTRICT R-25 FLOOD ZONE "X" ASSESSORS MAP 29 -_-----,P ARAE L. 53 OVERLAY DISTRICT NOT A ZONE II LOT AREA 9,382± S.F. SITE & SEWAGE REPAIR PLAN 15 'T 9 Bbl X TER A l/ENUE IN W. YARMOUTH, MASS DATE: JANUARY 25, 2019 REV: MARCH 15, 2019 OWNER/APPLICANT: JOHN REED 95 BAXTER AVENUE W. YARMOUTH, MA 02673 508-776-4330 SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 CELL (508) 527-3600 EAS.SURVEY@YAHOO.COM LOT 31 rAR -g 0 2019 �HDEPT 28 NOTE: THERE IS NO ABUTTING FOUNDATION WITHIN. 20' OF THE <v co PROPOSED SEPTIC LEACHING FIELD. x N D LOT 29 PROPZ LOT 28 1—VENT PROPOSED------------ 1500 ROPOSE-0 -1500 GALLON SEPTIC TANK 79-- EXISTING 9-, EXISTING CESSPOOL TO - BE PUMPED, CRUSHED Z AND ABANDONED IN ACCORDANCE WITH o LOT 32 0 C IT;7� PROPOSED 10'x29' U, S.A.S. (2) H-20 LEACHING CHAMBERS o SHED Ln S 85'28'30FE197,98'06.0' rn N \ �I 1 LOCUS \ LOCUS MAP NOT TO SCALE: 19-0105 DTH DECK -- _ _''�.`C Permit valid or RFI AIR OF SEPTIC SVS7 F M o� EDWARD ' p�#� olio ONLY, dtfe� t State and I.(it srlstir v rrranres. C) A u, 1$ Board of Hea.It review and appto�al is required for STONE 17—- — — — No.2898 any future a�dditiun /remr�;rtron�n lAifcratios to \ ' sewsige facilities 4pn l/or tructmeu(hielling. di 16 � - 10 W 105,45' �Yarmo►tth H Lilt t)cpartt�tcrU S 81.19 CONCRETE BOUND �PROPOSED 10'x29' �� 4t r�- FOUND AND HELD 6' RESERVE AREA LOT 26 ami Date VARIANCES REQUESTED 1.) 310 CMR 25.211 TO ALLOW THE LEACHING AREA TO 0 20 30 40 BE 6' FROM A PROPERTY LINE IN LIEU OF 10'. 2.) 310 CMR 25.221 (7) TO ALLOW THE SEPTIC GRAPHIC SCALE: COMPONENTS TO BE 4.8' BELOW GRADE IN LIEU OF 3'. 1 INCH = 20 FEET 0 o I LOT 27 �► 1 0 CKADE 1FENCE / ( 13.1' 9,382± S.F. 29.0' ' G -� G G `''�— G 10.5' G I S 89'0520" 3.0 'Y W I 1 I I 20.9 l l i i z CRAWL SPACE X I I I KITCHEN LIVING ROOM W W L _ - —_- - W / 1120 I T- C 0 _ ATH / D �/ h J I I� I� i �-I 1 168± TO WETLANDS I I \ C I m I BED#1 BED#2 _ 1 SHED 20 Z// DRIVEWAY .- __-- 1- �9 I DTH DECK -- _ _''�.`C Permit valid or RFI AIR OF SEPTIC SVS7 F M o� EDWARD ' p�#� olio ONLY, dtfe� t State and I.(it srlstir v rrranres. C) A u, 1$ Board of Hea.It review and appto�al is required for STONE 17—- — — — No.2898 any future a�dditiun /remr�;rtron�n lAifcratios to \ ' sewsige facilities 4pn l/or tructmeu(hielling. di 16 � - 10 W 105,45' �Yarmo►tth H Lilt t)cpartt�tcrU S 81.19 CONCRETE BOUND �PROPOSED 10'x29' �� 4t r�- FOUND AND HELD 6' RESERVE AREA LOT 26 ami Date VARIANCES REQUESTED 1.) 310 CMR 25.211 TO ALLOW THE LEACHING AREA TO 0 20 30 40 BE 6' FROM A PROPERTY LINE IN LIEU OF 10'. 2.) 310 CMR 25.221 (7) TO ALLOW THE SEPTIC GRAPHIC SCALE: COMPONENTS TO BE 4.8' BELOW GRADE IN LIEU OF 3'. 1 INCH = 20 FEET TOP OF FOUNDATION ELEV. 22.00 TBM FINISH GRADE FINISH GRADE .: ELEV. 20.00 ELEV. 19.8 C.O. / SCREW CAP //(�� TOP= 18.44 CRAWL 33'OS= 0.06 EL=19.0' PROPOSED 4" PVC SCH 40 INV.= 22 MIEN-3"MAX _ INV.= 19.00 17.00 10"TEE 14 TEE CLEANOUT 5'-7" FGABAFFLE /SCREWCAP 4'-61/2 4'-1" LIQUID LEVEL - I - L I __ - - OR MECHANICALLY COMPACTED 1,500 GALLON H-10 PRECAST CONCRETE SEPTIC TANK 19-0105 SITE & SEWAGE REPAIR PLAN IN W. YARMOUTH, MASS DATE: JANUARY 25, 2019 REV: MARCH 15, 2019 OWNER/APPLICANT: JOHN REED 95 BAXTER AVENUE W. YARMOUTH, MA 02673 508-776-4330 SHEET 2 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 CELL (508) 527-3600 EAS. SU RVEY@YAH 00. COM MAGNETIC TAPE REQUIRED OVER ALL SEPTIC COMPONENTS RAISE COVERS TO WITHIN 6" OF FINISH GRADE 7 4'-4" INV.=15.09 INV.=14.80 > pr S.A.S. (10 x 29) o 12.45 INV.= 14.92 Z a x 12.80 CONSTRUCTIONim _ _ ' 00 _B co ori NOTES •_�Si TEST PIT #1 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. 6.8 ADJUSTED G.WATER 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. 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 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. DATUM: VERTICAL DAT -UW --TOWN -OF -YARMOUTH-( BENCH MARK USED: TOP OF FOUNDATION ELEVATION 22.00 DTH #1 INDICATES DEEP TEST HOLE INDICATES P-1 42" PERC TEST SYSTEM DESIGN EXISTING DESIGN FLOW 2 BEDROOMS AT 910 GPB/D 2Z0 GPD PROPOSED DESIGN FLOW 3 BEDROOMS AT110 GPB/D 300 GPD REQUIRED SEPTIC TANK 330 x_2 _ _ ___66_0 GAL. SEPTIC TANK PROVIDED = 1500 _GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE __ : L_-MIN./INCH LONG TERM APPL. RATE_0.74-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: = 'FYo MINS USING 2 CHAMBERS WITH 4' STONE AROUND SIDEWALL = 2(10+29) x 2 = 156 S.F. BOTTOM = 10' x 29' = 290 S.F. TOTAL LEACHING AREA = 446 S.F. 446 S.F x 0.74 = 330 GPD 330 GPD PROV > 330 GPD REQ. = 0 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) NO MOTTLING NO WEEPING 132" INDICATES ADJ. GROUNDWATER INDICATES OBS. GROUNDWATER D.T.H. #1 0 DATE: JAN 23, OU2019_ GRND- ELEV-78 NO GROUNDWATER A LOAMY SAND 10YR 3/3 8., B LOAMY SAND 7.5YR 5/6 ELEV =15.8 4 24" 42" C COARSE SAND 2.5Y 7/4 u ' 132" ELEV = 6.8 B.O.H. AMY VON HONE SOIL EVALUATOR. ED. STONE BACKHOE OPERATOR. ELLIS BROTHERS, (KEVIN) SOIL TYPE:1_ PERC RATE: <2 MIN. PER INCH LOADING RATE: 0_74 GAL/SF/MIN FIRST 2' LEVEL RAISE ONE MUSHROOM VENT F[NISH GRA RISER TO WITHIN 6" ELEV. 20.5 FINISH GRADE OF FINISH GRADE ELEV. 20.0 GROUND ELEVATION 20.6 AW 4.8' FILTER FABRIC OR 22'06= 0.077 . 6'0 TOP ELEV 758 2" MIN 1/8"-1/4" 4" PVC SCH 40 S=0.02 O 0 0 `o DOUBLE WASHED 00 00 PEA STONE INV.= O O 0' o 0 0 0 0 I 16.80 00000' 0 0 00000 3/4" DOUBLE OU'E!E30ET /H-20 O O; O O O WASHED STONE DET TWO 5' -0"x8' -6"x3'-0" H-20 CHAMBERS 4'-4" INV.=15.09 INV.=14.80 > pr S.A.S. (10 x 29) o 12.45 INV.= 14.92 Z a x 12.80 CONSTRUCTIONim _ _ ' 00 _B co ori NOTES •_�Si TEST PIT #1 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. 6.8 ADJUSTED G.WATER 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. 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 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. DATUM: VERTICAL DAT -UW --TOWN -OF -YARMOUTH-( BENCH MARK USED: TOP OF FOUNDATION ELEVATION 22.00 DTH #1 INDICATES DEEP TEST HOLE INDICATES P-1 42" PERC TEST SYSTEM DESIGN EXISTING DESIGN FLOW 2 BEDROOMS AT 910 GPB/D 2Z0 GPD PROPOSED DESIGN FLOW 3 BEDROOMS AT110 GPB/D 300 GPD REQUIRED SEPTIC TANK 330 x_2 _ _ ___66_0 GAL. SEPTIC TANK PROVIDED = 1500 _GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE __ : L_-MIN./INCH LONG TERM APPL. RATE_0.74-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: = 'FYo MINS USING 2 CHAMBERS WITH 4' STONE AROUND SIDEWALL = 2(10+29) x 2 = 156 S.F. BOTTOM = 10' x 29' = 290 S.F. TOTAL LEACHING AREA = 446 S.F. 446 S.F x 0.74 = 330 GPD 330 GPD PROV > 330 GPD REQ. = 0 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) NO MOTTLING NO WEEPING 132" INDICATES ADJ. GROUNDWATER INDICATES OBS. GROUNDWATER D.T.H. #1 0 DATE: JAN 23, OU2019_ GRND- ELEV-78 NO GROUNDWATER A LOAMY SAND 10YR 3/3 8., B LOAMY SAND 7.5YR 5/6 ELEV =15.8 4 24" 42" C COARSE SAND 2.5Y 7/4 u ' 132" ELEV = 6.8 B.O.H. AMY VON HONE SOIL EVALUATOR. ED. STONE BACKHOE OPERATOR. ELLIS BROTHERS, (KEVIN) SOIL TYPE:1_ PERC RATE: <2 MIN. PER INCH LOADING RATE: 0_74 GAL/SF/MIN