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HomeMy WebLinkAboutEngineered Plans - Rev. 2014LOCUS DATA CURRENT OWNER THE RUBERT L. NICHOLS, JR REV. LIVING TRUST PLAN REFERENCE 241-109 DEED REFERENCE 19602-110 ZONING DISTRICT R-40 FLOOD ZONE "X" ASSESSORS MAP 114 PARCEL 64 OVERLAY DISTRICT ZONE 11 LOT AREA 12,000± S.F. SITE & SEWAGE COMPONENT REPAIR A /? THUI? LANE IN ANL - IN YARMOUTH PORT, MA. DATE: AUG. 18 2014 REV: SEPT. 3, 2014 APPLICANT: DON GUSTAFSON 34 ARTHUR LANE YARMOUTH PORT MA 02675 SHEET 1 OF 2 PREPARED BY: EAS SURVEY, INC. 141 RT. 6A SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS. SURVEY@YAHOO.COM EDWARD A. STONE No. 8 ON IA LOT 37 UTILITY POLE co N I< 83'14 30" W 20.00, IRyegoR 0 04 'z 's EXISTING 100 GALLON SEPTIC TANK TO REMAIN BED #1 C) i BED #2 ------ c; 0 AT 0 LIVING ROOM DINING FLORIDA 7,7' ROOM KITCHEN z I Qt EXISTING PATIO GARAGE LOT 38 50 12,000± S.F. —�— — — — - N 83' 14'30" W BENCHMARK I TOP OF CONCRETE L_BOUND. ELEV 50.55 L 0 T 39 EXISTING INtj PATIO NO, 0 0 Li WE Z LOCUS US N —1LOC 0 A O L 0 T JOA EXISTING D—BOX AND LEACHING PIT TO BE PUMPED, CRUSHED, FILLED AND ABANDONED IN ACCORDANCE WITH TITLE 5 PROPOSED "D" BOX 10.01 PROPOSED OBSERVATION PORT PROPOSED 14'x22' LEACHING FIELD ENCHMARK TOP OF IRON PIPE LF?UND. ELEV. 44.29 J LOT 291 1-i LOCUS MAP NOT TO SCALE: 14-0122 0 20 30 40 GRAPHIC SCALE: 1 INCH = 20 FEET SILL ELEV. 51.00 GRADE ELEV. 49.8 CRAWL SCH 40 INV.= 2 IN - SPACE INV.= 47.08 10"TEE EXISITNG nATI IM - RAISE COVERS TO WITHIN 6" OF FINISH GRADE FINISH GRADE ELEV. 49.2 i ELEV. 47.7 18'®S= 0.16 14"TEE fJ INV.= 46.88 GAS BAFFLE 4'-1".LIQUID LEVEL EXISTING 1,000 GALLON TANK TO REMAIN VERTICAL DATUM: N.G.V.D. BENCH MARK USED: TOP OF CONCRETE BOUND ELEVATION 50.55 14-0122 SITE & SEWAGE COMPONENT REPAIR x,34 AR THJR LANE IN YARMOUTH PORT, MA. DATE: AUG. 18 2014 REV: SEPT. 3, 2014 APPLICANT: DON GUSTAFSON 34 ARTHUR LANE YARMOUTH PORT MA 02675 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 R VEY©YAH 00. COM CONSTRUCTION NOTES: 6" H-20 DB3 "T" REQ. INV.= 43.95 PROPOSED D -BOX OBSERVATION PORT TO GRADE / SCREW ON C, ELEV. 46.5 /•��� a'�/�/ate w/ J//�� � �� ///ate a�// 30" OF COVER 27' OF COVER TOP ELEV 44.00 14'®S= 0.01 4" PERF. SCH 40 PIPE 00 o e° ° o° 0.005 °o °°°°°°°0° o0° °oo° ° °°° °o°p° oa°Qa 0 °°eo e eae °0 o u o 14' x 22' LEACHING FIELD INV.= 43.61 ELEV, 43.50 INV.= 43.75 22' (3) 4" PERF. PIPES 5' ON CENTER 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. ELEVATION 46.3 I I ELEV. a UJ 43.00 Ln o (6ui 1 ELEV. 36.5 OBSERVATION PORT TO ADJ. G.WATER TH#1 GRADE / SCREW ON CAP FILTER FABRIC 0° a e° 0° ee O° o° O °0 e o0e° 0°o 0°e °0O 00° e°o 00O°0°° e °e YCe ea°°e 0°00 0 °eCe00000 °e °oa o°o°e°o° ° 2' 5' 5' 2' �- 14.0' END VIEW NOTE: SYSTEM DESIGN EXISTING DESIGN FLOW 2 BEDROOMS AT 110 GPB/D 22SZ GPD REQUIRED SEPTIC TANK 220 x_2 __ _ ____440 GAL. EXISTING 1,000 GALLON TANK TO REMAIN SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE <_� _---MIN./INCH LONG TERM APPL. RATE-91-4-GPD/S.F. SIZE OF LEACHING SYSTEM PROVIDED: 220 _ 0.74 SF/GPD = 298 S.F. MIN. REQ. USING A 14' x 22' LEACHING FIELD WITH A MINIMUM OF 6" STONE UNDERNEATH 14' x 22' = 308 S.F. 308 x 0.74 G/SF = 228 GPD 228 GPD PROV > 220 GPD REQ.= 8 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) ����oF►rr�ss9��/ GROUNDWATER ADJUSTMENT DEPTH TO BOTTOM Q OF TEST HOLE 10.5' 1211 *ate DTH #1 91 INDICATES DEEP TEST HOLE + INDICATES P-1 40" PERC TEST NO MOTTLING NO WEEPING ��► 126" INDICATES ADJ. G.WATER INDICATES OBS. G.WATER A 2 BEDROOM DEED RESTRICTION IS REQUIRED TO BE RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS. D.T.H. #1 ib DATE: 7/9/14 GROUND ELEV. 47.0 ADJ. GW 36.5 FILL 12" A LOAMY SAND 10YR 4/3 16" B LOAMY SAND 7.5YR 5/6 Il 24" ELEV = 45.0 C 40„ QED./COR. SAND 2.5Y 7/6 NO G.WATER 126„ ELEV = 36.5 B.O.H. PHIL RENAUD 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