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HomeMy WebLinkAboutEngineered Plans - 2014LOCUS DATA OWNER DEAN & KAREN TURCO PLAN REFERENCE LCP 11435-A DEED REFERENCE CTF. 194233 ZONING DISTRICT R-25 SETBACKS FRONT 30' SIDE 15' REAR 20' FLOOD ZONE "C" 7/2/92 ASSESSORS MAP 23 PARCEL 76 OVERLAY DISTRICT NOT A ZONE II LOT AREA 9,600± S.F. SITE & SEWAGE REPAIR PLAN ,/26 ME -RR YMOUN T ROA D. IN WEST YARMOUTH DATE: 5/20/2014 OWNER/APPLICANT: DEAN TURCO 26 MERRYMOUNT RD. WEST YARMOUTH MA 02673 SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY@YAHOO.COM BENCHMARK NAIL SET IN DRIVEWAY \ ELEV=19.00 / P' o / 0 0 /\ o X 15.4 9 OBS .., � 77 4.0 CA 20.0 Sp,� CqJ, Nr 011'p I FAMILY ROOM BED#3 EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND DINING BH REMOVED FROM SITE IN ACCORDANCE WITH TITLE 5. —PROPOSED 8.5' x 32.0' S.A.S. WITH ONE OBS. PORT BED#1 FBHj KITCHEN ON CENTER END UNIT BED#1 LIVING ROOM ,5 Rom R• sow F 0 Permit valid for REPAIRt1F SEI'' (' SYSTEM gyp, ONLY, due to State and I uc ►1 optic variances. Board of llralth review a�-"o.lfious;alterations doval is required for any future additions/ to sewagr facilities and/or st/d»cllmp. LOT7 Yarntuut lTe)atth Departmcut 9,600± S.F. r It�) V EDk e Ll me Uate 3-- 40 GRAPHIC SCALE: 1 INCH = 20 FEET t d 1,L1S I``r ♦ J ._� lk D.T.H. 1 Sq EDWARD oy� SHED \ c9s o, STONE in 19.6 0. #26 CRUSHED AND U a° EXISTING m \ ACCORDANCE WITH 3 BEDROOM TI TLE 5. DWELLING PROPOSED 1,500 GALLON TWO. -- COMPARTMENT \ SEPTIC TANK. 19.4 \ 19.6 , Sp,� CqJ, Nr 011'p I FAMILY ROOM BED#3 EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND DINING BH REMOVED FROM SITE IN ACCORDANCE WITH TITLE 5. —PROPOSED 8.5' x 32.0' S.A.S. WITH ONE OBS. PORT BED#1 FBHj KITCHEN ON CENTER END UNIT BED#1 LIVING ROOM ,5 Rom R• sow F 0 Permit valid for REPAIRt1F SEI'' (' SYSTEM gyp, ONLY, due to State and I uc ►1 optic variances. Board of llralth review a�-"o.lfious;alterations doval is required for any future additions/ to sewagr facilities and/or st/d»cllmp. LOT7 Yarntuut lTe)atth Departmcut 9,600± S.F. r It�) V EDk e Ll me Uate 3-- 40 GRAPHIC SCALE: 1 INCH = 20 FEET t d 1,L1S I``r ♦ J ._� lk Sq EDWARD oy� SHED A. EXISTING CESSPOOL STONE in TO BE PUMPED, No. 28 86 � CRUSHED AND U a° ABANDONED IN m ACCORDANCE WITH TI TLE 5. 2014-0113 H 0 It LOCUS � a w 0 SILVER LEAF LN. N LOCUS MAP NOT TO SCALE: ISIDE ROOM INV.= 18.15 PROPOSED SITE & SEWAGE REPAIR PLAN PROPOSED (2) COMPARTMENT 1,500 GALLON SEPTIC TANK TO BE SET ON LEVEL STABLE BASE 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. �7 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING #L 6 MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED MERIT YMOUN T ROA D. GENERAL NOTES: IN 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS WEST YARMOUTH 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 DATE: 5/20/2014 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 OWNER/APPLICANT: UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY RAISE COVERS TO WITHIN 6" OF FINISH GRADE SILL GEL. 20.64 DEAN TU R C 0 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION 2 6 M E R R YM O U N T R D. 5. FINISH GRADE FINISH GRADE /EL FINISH GRADE t"` d=11 sl: ELEV. 19.90 6. EV. 19.6 MA 02673 ELEV. 19.60 FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF MAIN SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE SHEET 2 OF 2 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND HOUSE REMOVE _ 8. 12" MIN -36" MAX. COVER it% O.BERG PIPE 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT EAS SURVEY, INC 9. TOP ELEV 16.69 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS P.O. B 0 X 1729 7' ®S= 0.01 BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC SCH 40 S.=0.032 11. � MIN -3 MAX - SANDWICH M A 0 2 5 6 3 2'CS=0.03 3.5'®S= 0.02 SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE INV.= 18.00 INV.= 16.86 10"TEE 14"TEEINV.= 00 BE LEVEL CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION -i TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW 16.66 AND APPROVAL. E f: 5'-7" 4'-61/" 2 MAGNETIC TAPE ON ALL COMPONENTS. INSTALL GAS OUTLET ZINV.= PROPOSED LEACHING CHAMBERS ENCLOSED LIQUID BAFFLE 0 DB3 INV.=16.43 3 ROWS ® 8 UNITS PER ROW C EANOUT FINISH GRADE LEVE LEVEL 1000 GAL 500 GAL 16.60 INV.= 16.36 48"x34"x12" (8.5'x32.0' TOTAL) t-` " s.• ELEV. 20.64 BOT= 12.32 ISIDE ROOM INV.= 18.15 PROPOSED SITE & SEWAGE REPAIR PLAN PROPOSED (2) COMPARTMENT 1,500 GALLON SEPTIC TANK TO BE SET ON LEVEL STABLE BASE 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. �7 3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING #L 6 MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND S.A.S. AREA IS PROHIBITED MERIT YMOUN T ROA D. GENERAL NOTES: IN 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS WEST YARMOUTH 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 DATE: 5/20/2014 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 OWNER/APPLICANT: UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY MUST WITHSTAND H-20 LOADING. DEAN TU R C 0 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION 2 6 M E R R YM O U N T R D. 5. OF ALL UTILITIES PRIOR TO ANY EXCAVATION. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. WEST YARMOUTH 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER MA 02673 7. FOOT OVER THE S.A.S. AND DISTRIBUTION BOX. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE SHEET 2 OF 2 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 PREPARED BY: 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT EAS SURVEY, INC 9. ELEVATION OF THE OUTLET PIPE. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS P.O. B 0 X 1729 BAFFLE, 4 INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SANDWICH M A 0 2 5 6 3 SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL PH. (508) 888-3619 12. BE LEVEL CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION CELL (508) 527-3600 TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. EAS.SURVEY©YAHOO.COM 13. MAGNETIC TAPE ON ALL COMPONENTS. OBSERVATION PORT / SCREW CAP FINISH GRADE ELEV. 19.50 OBS. 0 m o F a x\\--ELEV=1 iA foi TEST PIT # 1 ELEV 6.4 ADJ. HIGH GROUNDWATER SAND FILL SAND FILL SAND FILL c �--2.83'--+--- 2.83'-+- 2.83= ►1 SIDE VIEW ��Zµ OF w DA a F4H N 1 ISTI--`', SANIT,AR\� SYSTEM DESIGN DESIGN FLOW 3 BEDROOMS AT 110 GPB/D 3-3D- GPD REQUIRED SEPTIC TANK 330 x 2 = _____660 GAL. SEPTIC TANK PROVIDED = _ 1500 _GAL. SIZE OF LEACHING FACILITY REQUIRED Is DESIGN PERC RATE ___<_? ____MIN./INCH LONG TERM APPL. RATE-2.-Z-4-GPD/S.F. 330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ. SIZE OF LEACHING SYSTEM PROVIDED: USING 24 STONELESS UNITS INFILTRATOR - 24 QUIK "4" STANDARD 4.73 SF / LF X (3 x 32') = 454.08 S.F 454.08 x 0.74 G/SF = 336 GPD 335 GPD PROV > 330 GPD REQ. = 6 GPD R NO (GARBAGE DISPOSAL / GRINDER ALLOWED) DATUM: VERTICAL DATUM: MSL± BENCH MARK USED: NAIL SET IN DRIVEWAY ELEVATION 19.00 INDICATES DEEP DTH #1 TEST HOLE NO MOTTLING NO WEEPING INDICATES P-1 42" PERC TEST 156" INDICATES ADJ. GROUNDWATER NO OBS. GROUNDWATER NO OBSERVED GROUNDWATER DEPTH TO BOTTOM OF HOLE 156" VARIANCES REQUESTED 1.) TO ALLOW THE SAS TO BE 4' FROM THE STREET LINE ON LIEU OF 10'. A 6' VARIANCE IS REQUESTED. D.T.H. #1 0 DATE: 5-14-14 GROUND ELEV. 19.4 NO GROUNDWATER A LOAMY SAND 10YR 4/3 B 6„ LOAMY SAND 7.5YR 5/8 ELEV =16.9 30" 42" C MEDIUM SAND 2.5Y 7/6 156" ELEV = 6.4 B.O.H. PHIL RENAUD SOIL EVALUATOR ED. STONE BACKHOE OPERATOR. LARRY ELLIS SOIL TYPE:1_ PERC RATE: <2 MIN. PER INCH LOADING RATE: 0_74 GAL/SF/MIN