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HomeMy WebLinkAboutEngineer PlanLOCUS DATA CURRENT OWNER KAREN L. PANOC PLAN REFERENCE 146-93 DEED REFERENCE 10124-99 ZONING DISTRICT FLOOD ZONE ASSESSORS MAP PARCEL OVERLAY DISTRICT LOT AREA R-25 ..X,. 30 251 NOT A ZONE II 9,500± S.F. SITE & SEWAGE REPAIR PLAN #11 LISERTY LANE IN W. YARMOUTH, MASS DATE: JULY 27, 2022 OWNER/APPLICANT: KAREN L. PANOC 11 LIBERTY LANE WEST YARMOUTH MA 02673 SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 EDWARD A STONE No.28980 STING LEACHING PIT TO PUMPED CRUSHED AND NDONED IN ACCORDANCE H TITLE 5 PROPOSED RESERVE ,ho LOT 10 2 V 9,500± S.F. EXISTING 1,000 GALLON SEPTIC TANK TO REMAIN LIVING 0IIIIIIIIIIIII11=1 �1y7 GAR. ;b1 #11 \ N o J 9.00 \\ \ \ CONCRETE BOUND / FOUND & HELD. \\rte s 15.3' 35.9 ✓63p870 Op. D.T.H.. #1 PROPOSED S.A.S.' (2) 500 GALLON H-20 CONCRETE CHAMBERS WITH 4' OF STONE ON ENDS (10' x 29') BENCHMARK, CORNER OF CONC. BULKHEAD ELEVATION = 18.00 PROPOSED 'D' BOX Yarmouth Health LOT 11 Date / 3 / LOCUS SILVER LEAF LANE LOCUS MAP NOT TO SCALE: / / 00 z 3^ BENCHMARK, CORNER OF CONC. BULKHEAD ELEVATION = 18.00 PROPOSED 'D' BOX Yarmouth Health LOT 11 Date 22-0123 AUG G 3 ` 022 HEALTH_ DEPT "N- 0 20 30 CELL (508) 527-3600 I PHIL SCALE: EAS.SURVEY©YAHOO.COM 1 INC = 20 FEET Ex _IBERTY LANE w m LOCUS SILVER LEAF LANE LOCUS MAP NOT TO SCALE: 22-0123 AUG G 3 ` 022 HEALTH_ DEPT "N- 0 20 30 CELL (508) 527-3600 I PHIL SCALE: EAS.SURVEY©YAHOO.COM 1 INC = 20 FEET Ex 22-0123 SITE & SEWAGE REPAIR PLAN #11 LIBERTY LANE- IN ANEIN W. YARMOUTH, MASS DATE: JULY 27, 2022 OWNER/APPLICANT: KAREN L. PANOC 11 LIBERTY LANE WEST YARMOUTH MA 02673 SHEET 2 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 CELL (508) 527-3600 EAS.SURVEY®YAHOO.COM CONSTR JCTION NOTES: 1. CON ACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV TIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORP ON THE SITE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITHDEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IST OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.. 3. ENGINEER TO VERIFY REMOVAL OF UNSUITABLE SOILS PRIOR TO I STALLATION OF NEW SEPTIC SYSTEM. 4. NO ARKING OVER SEPTIC TANK IS ALLOWED. GENERA TOP OF FOUNDATION ELEV. 18.84 18.3 FINISH GRADEFINISH ELEV. 1E.2 ALL RAISE COVERS TO WITHIN 6" OF FINISH GRADE END RISER GRADE RAISE TO WITHIN 6" OF FINISH GRADE ELEV. 17.5 ELEV. 17.0 NO ELEVATION 16.0 TITLE !1: FOR SUBSURFACE DISPOSAL OF SEWERAGE.: 2. ATL AST 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. 1' MIN. -3' MAX. COVER ALL a: CAPABLE OF WITHSTANDING H-10 LOADING UNLESS TOP ELEV 14.0 OTHE RWISE SPECIFIED. 4. EXISTING EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION 22'®5=0,13 4" PVC SCH 40 00000 0 0 0 O O o 0 00000 o 0 p0 00 ;., STRIPOUT TO -;- CAST IRON. / PVC INV.= 2 MIN -3 MAX 12.2 t` INV.= 16.84 16.44 10"TEE 14 TEE INV._ 000000 0 0 00000 C2 HORIZON GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER EXISTING INSTALL FOOT 16.27 6" 7. PER 310CMR ;. 2 INLETS GAS BAFFLE 3 OUTLET 5' -0"x8' -6"x3'-0" CHAMBERS 15.255 FLOW LINE AND SHALL BE ON THE CENTERLINE AND 4'-1" LIQ ID LEVEL H-20 D63 .TWO INV.= dINV.=13.39 O THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 IN "T" REQ. INV.= 13.22 Of a E 11.0 S.A.S. (10.0' x 29.0') 'o ELEVATION OF THE OUTLET PIPE. 9. THE 0 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS BAFFLE, (6ui 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND SHA ELEV. 4.4 FIRST EXISTING 1,000 ALLON BE EVEL 12. CH NGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION PRECAST CONCRE SEPTIC AS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. TANK TO RE AIN 22-0123 SITE & SEWAGE REPAIR PLAN #11 LIBERTY LANE- IN ANEIN W. YARMOUTH, MASS DATE: JULY 27, 2022 OWNER/APPLICANT: KAREN L. PANOC 11 LIBERTY LANE WEST YARMOUTH MA 02673 SHEET 2 OF 2 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 CELL (508) 527-3600 EAS.SURVEY®YAHOO.COM CONSTR JCTION NOTES: 1. CON ACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV TIONS AND SITE CONDITIONS PRIOR TO COMMENCING WORP ON THE SITE. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITHDEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IST OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.. 3. ENGINEER TO VERIFY REMOVAL OF UNSUITABLE SOILS PRIOR TO I STALLATION OF NEW SEPTIC SYSTEM. 4. NO ARKING OVER SEPTIC TANK IS ALLOWED. GENERA 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. ATL AST 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 OMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS OTHE RWISE SPECIFIED. 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION OF LL 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. SEP'IC TANK SANITARY TEES SHALL BE CONSTRUCTED OF SCH DULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND LOC TED DIRECTLY UNDER THE CLEAN OUT MANHOLES. 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 IN HES 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 SHA -L BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL BE EVEL 12. CH NGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO AS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW AND APPROVAL. 1 1 l •••• �0Q ••••• - 10.0' - SIDE VIEW DATUM: VERTICAL DATUM: YARMOUTH GIS± BENCH MARK USED: CORNER OF BULKHEAD ELEVATION 18.00 SYSTEM DESIGN DESIGN FLOW _3 BEDROOMS AT 110 GPB/D 33Q GPD REQUIRED SEPTIC TANK 33_0_ x 2 -_ .... 660 GAL. SEPTIC TANK PROVIDED = 150Q -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 H-20 CONCRETE LEACHING CHAMBERS WITH 4' OF STONE ALL AROUND BOTTOM (10.0' x 29.0') = 290S.F. SIDE WALL (10.0' t 29.0') 2x2 = 155 S. 446 S.F. 446 S.F.x 0.74 G/SF = 330 GPD 330 GPD PROV > 330 GPD REQ. = 0 GPD RES. NO (GARBAGE DISPOSAL/ GRINDER ALLOWED) puff Q 9 lot, HEALTH NO MOTTLING NO WEEPING D.T.H. #1 ib DATE: JULY 7, 2022 GROUND ELEV. 16.4 ADJ G.WATER 4.4 A LOAMY SAND 10YR 4/3 10" �y INDICATES DEEP "7.5YR5 DTH #1 eL� TEST HOLE 144" INDICATES ADJ. GROUNDWATER ELEV = 13.9 30" --- NO OBSERVED GROUNDWATER INDICATES PERC TEST GROUNDWATER ADJUSTMENT DEPTH TO BOTTOM OF HOLE 12.0 VARIANCES REQUESTED 310 CMR: 1.) TO ALLOW THE LEACHING AREA TO BE 15' FROM THE CAPE COD CELLAR IN LIEU OF 20'. A 5' VARIANCE IS REQUESTED, 48" C-2 MEDIUM SAND 2.5Y 7/6 NO G.WATER 144" ELEV = 4.4 B.O.H. JAY GARDINER SOIL EVALUATOR ED. STONE BACKHOE OPERATOR. ELLIS BROTHERS (LARRY) SOIL TYPE: 1 PERC RATE: <2 MIN. PER INCH LOADING RATE: Q74 GAL/SF/MIN