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Home My WebLink AboutEngineered Plans - 2014LOCUS DATA CURRENT OWNER GLENN MAYO PLAN REFERENCE 72-51 DEED REFERENCE 20100-154 ZONING DISTRICT R-25 OVERLAY DISTRICT NONE FLOOD ZONE A-11. EL 11 ASSESSORS MAP 34 PARCEL 194 LOT AREA 4,617± S. F. SITE & SEWAGE REPAIR PLAN #16 BREI DD 0 C S TREET IN SOUTH YARMOUTH DATE: 2/17/2014 APPLICANT: Mr. GLENN MAYO 5 TUDOR CITY PLACE APT 1004 NY. NY. 10017 1 SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEYYAH00.COM EXISTING SHED TO BE REMOVED DURING CONSTRUCTION AND REPLACED IN CURRENT 28 LOCATION AFTER `t. 1012 CONSTRUCTION. ° CK ST• n EXISTING SEPTIC m g D -< TANK TO REMAIN RD EXISTING LEACHING °° 10,4 � WIt.FIN COMPONENTS TO `�° O BE REMOVE 0,5' o Z LIMITS OFIN6 9.7 pR. OVERDIG ,;�`� �`O SNARE lb LOCUS MAP 0 10,2 0`::,. NOT TO SCALE: 0, 9 F 2 8 2014 LOT 149 TH DEPT DECK E • O$S . O 1013 D. .H.'. #1' Qy x BED #1 .° O qgs DISCONNECT & PLUG EXISTING SEPTIC BATH TANK OUTLET �. BENCHMARK s�• 1027 CONCRETE BOUND #16 FOUND. ELEVATION „. -- KITCHEN EXISTING 10.19 NGVD DWELLING / 9.6 PROPOSED LEACHING c5 CHAMBERS (24) IN FIELD CONFIGURATION. . Is, 06, 0�. 20 h 92 LOT 151 �s• ED4�;'F�nD` /o A. I STOi��/ 1� �J 0 10 15 20 GRAPHIC SCALE: 1 INCH = 10 FEET LIVINGROOM Permit valid for REPAIR OF SEPTI(' SYSTI ONLY, (lite to State anti Local -optic variances. Board of health review and approval i% required for any future additionslr, n:)vatu:n+ialteration. to sewage facilities and/or strueruresid+.elling. Yarmouth lkalih Department AYPR0VEl s� Saine Date r "94, \ BED #2 \RyF q0 ` LOT 15 0 �e 9,� \ \ `/./8.16 L 4,617± S.F. / 9.62 �o / 4D / ,35 \ / 7, 92Qj �. 2 / SILL ELEV. 10.50 GRADE ELEV. 10. 4" PVC CRAWL SCH 40 SPACE '' INV.= EXISITNG DATUM: INV.= I III c mnv- 9.03 10"TEE FINISH GRADE ELEV. 10.30 14"TEE INV.= 8.83 1 GAS BAFFLE . LIQUID LEVEL EXISTING 1,000 GAL TANK TO REMAIN VERTICAL DATUM: N.G.V.D. BENCH MARK USED: TOP OF CONCRETE BOUND ELEVATION 10.19 14-0101-SEP.DWG SITE & SEWAGE REPAIR PLAN j16 BRA DDOCK STREET IN SOUTH YARMOUTH DATE: 2/17/2014 APPLICANT: Mr. GLENN MAYO 5 TUDOR CITY PLACE APT 1004 NY. NY. 10017 SHEET 2 OF 2 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS. SU RVEY@YAH 00. COM RAISE COVERS TO WITHIN 6" OF FINISH GRADE 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 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. 13. MAGNETIC TAPE OVER ALL COMPONENTS. OBSERVATION PORT(S) // SCREW CAP-----__._ MIN 6" SAND FILL IFS - 2.83'-}-2.83'-+- 2.83'-+- 2.83'--1 - 11.33' 0 D SYSTEM DESIGN EXISTING DESIGN FLOW (1982) 2 BEDROOMS AT 110 GPB/D 22D- GPD PROPOSED DESIGN FLOW 3 BEDROOMS AT110 GPB/D 33D- GPD REQUIRED SEPTIC TANK 330 x_2 = __r_660 GAL. EXISTING SEPTIC TANK = __1000_GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE <2 ____MIN./INCH LONG TERM APPL. RATE-g.-L4-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 330 _ 0.74 SF/GPD = 445 S.F. MIN. REQ. USING 24 QUIK-4 INFILTRATORS CHAMBERS LOW PROFILE UNITS AND NO STONE AROUND 4.73 SF / LF X (4 x 24) = 454 S.F 484 x 0.74 G/SF = 336 GPD 336 GPD PROV > 330 GPD REQ. = 6 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) .,SIDE VIEW VATION PORTS TO GROUNDWATER ADJUSTMENT DATE OF WELL: 1/14 GRARSC EW ON CAP DE / n WELL ZONE: A ELEV. 10.3 WELL DEPTH: 8.9 ELEV. 10.3 GROUND ELEVATION 10.2 �c DEPTH OF WATER: 8.6 1.5' OF COVER DTH #1 INDICATES DEEP 12'OS=0.015 5' ®S= 0.01 TOP ELEV 8.83 INDICATES 4" PVC SCH 40 NO MOTTLING STRIPOUT TO x TOP OF "C" 00 HORIZON 6„ ,� PER 310 CMR H-10 DB6 15.255 (C) D1 BOX (24) LOW PROFILE QUIK-4 s INFILTRATORS INV.= 8.65 INV.= 8.43 4 ROWS OF 6 UNITS EACH UNIT 34" x 48" x 8" o c INV.= 8.48 0� W 24.0' I a 8.16 t � o 11.33'x24.0' LEACHING AREA 4 Lci IN FIELD CONFIGURATION I ELEV. 3.7 21.33'x34.0' OVERDIG ADJ. G.WATER TH#1 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 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. 13. MAGNETIC TAPE OVER ALL COMPONENTS. OBSERVATION PORT(S) // SCREW CAP-----__._ MIN 6" SAND FILL IFS - 2.83'-}-2.83'-+- 2.83'-+- 2.83'--1 - 11.33' 0 D SYSTEM DESIGN EXISTING DESIGN FLOW (1982) 2 BEDROOMS AT 110 GPB/D 22D- GPD PROPOSED DESIGN FLOW 3 BEDROOMS AT110 GPB/D 33D- GPD REQUIRED SEPTIC TANK 330 x_2 = __r_660 GAL. EXISTING SEPTIC TANK = __1000_GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE <2 ____MIN./INCH LONG TERM APPL. RATE-g.-L4-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 330 _ 0.74 SF/GPD = 445 S.F. MIN. REQ. USING 24 QUIK-4 INFILTRATORS CHAMBERS LOW PROFILE UNITS AND NO STONE AROUND 4.73 SF / LF X (4 x 24) = 454 S.F 484 x 0.74 G/SF = 336 GPD 336 GPD PROV > 330 GPD REQ. = 6 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) .,SIDE VIEW GROUNDWATER ADJUSTMENT DATE OF WELL: 1/14 INDEX WELL: MIW-29 n WELL ZONE: A CU H iY,I WELL DEPTH: 8.9 N 21 i WELL ADJUSTMENT: 2.1 �c DEPTH OF WATER: 8.6 DEPTH OF ADJ.: 6.5 DTH #1 INDICATES DEEP TEST HOLE INDICATES P-1 48" PERC TEST NO MOTTLING NO WEEPING 78" INDICATES ADJ. GROUNDWATER 103" INDICATES OBS. GROUNDWATER VARIANCES REQUESTED 1.: TO ALLOW THE GROUNDWATER SEPARATION TO BE 4.5' IN LIEU OF THE MINIMUM 5' REQUIRED. 0.5' REQUESTED VARIANCE. 2.: TO ALLOW THE LEACHING CHAMBERS TO BE 19' FROM A CRAWL SPACE IN LIEU OF 20' 1.0' REQUESTED VARIANCE. D.T.H. #1 DATE: 1/29/14 GROUND ELEV. 10.2 ADJ. GW 3.7 A LOAMY SAND 10YR 5/1 B LOAMY SAND 7.5YR 5/8 ELEV = 7.7 C 4ED./FINE. SAN 2.5Y 7/4 78" ELEV 3.7 103" ELEV 1.6 ELEV = 0.2 10" 30" 48" 120„ B.O.H. PHIL RENAUD SOIL EVALUATOR ED. STONE BACKHOE OPERATOR. ELLIS BROTHERS (KEVIN) SOIL TYPE: - PERC RATE: <2 MIN. PER INCH LOADING RATE: 074 GAL/SF/MIN