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HomeMy WebLinkAboutEngineered Plans - 2014LOCUS DATA PLAN REFERENCE LCP 20742 DEED REFERENCE CTF 168977 CURRENT OWNER GG REALTY TRUST FLOOD ZONE "C" 7/2/92 250015-2D ASSESSORS MAP 137 PARCEL 5 OVERLAY DISTRICT NOT A ZONE II RES. DISTRICT R-40 LOT AREA 8,500± S.F. SITE & SEWAGE REPAIR PLAN ,20 LONGVIEW ROAD IN YARMOUTH PORT, MA DATE: MARCH 3, 2014 OWNER/APPLICANT: MICHAEL LACROIX 20 LONGVIEW ROAD YARMOUTH PORT, MA 508-367-3500 SHEET 1 OF 3 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY@YAHOO.COM Permit valid for REPAIR ()1' SEPTIC SYSTEM ONLY, due to State and Vocal septic variances. i Board of Health review and approval is required for / / any future additions/ sewage to ��/ sewage facilities anti/or strut tures(dwciling. / Yarmouth Htaht► Ue�art►z►ent �'///\ PROPOSED 13'x25' SCr(j LEACHING SYSTEM APPROVEl)�, h .JC /� �w�� ��� 2 CHAMBERS) WG o\� PROPOSED 48 \ y� \�\ ._ �Y 1,500 GALLON a-, BENCH /� Aj SEPTIC RANT / i i �'d?' ` 7 cSS• TANK TAG—BOLT ELEV. 46.00 // 46 /// / ;�` ; Rj\ \�\ 087p•. H/#1,/i` i ,/ �v }�` �`� �� X000p' ROAD BOUND ,� i , `ter WITH DISK // / i,� FOUND & ♦ / �// .// (/ *_� Y, HELD / / 4A ♦ , 77 UTILITY UTILITY AREA BED#1 DECK LOWER LEVEL AN N SE 0cw RO PD o� • LOCUS FOLLINS POND LOCUS MAP NOT TO SCALE: LOT 210 #20 1 ,� EXISTING ¢� LOT \\z� I 1 DECK DWELLING r 49 SHED 8,500± S.F., o.S ;i L 0 T 22 i i KITCHENS BH I BED#3 LIVING I BED#2 DECK UPPER LEVEL '10010 PUMP, FILL —' AND ABANDON EXISTING CESSPOOLS IN ACCORDANCE WITH TITLE 5. LOT 7 LOT 6 CONCRETE BOUND FOUND & HELD 0 20 30 40 GRAPHIC SCALE: 1 INCH = 20 FEET LOCUS DATA PLAN REFERENCE LCP 20742 DEED REFERENCE CTF 168977 CURRENT OWNER GG REALTY TRUST FLOOD ZONE "C" 7/2/92 250015-2D ASSESSORS MAP 137 PARCEL 5 OVERLAY DISTRICT NOT A ZONE II RES. DISTRICT R-40 LOT AREA 8,500± S.F. SITE & SEWAGE REPAIR PLAN 20 LONG VIEW ROAD IN YARMOUTH PORT, MA DATE: MARCH 3, 2014 OWNER/APPLICANT: MICHAEL LACROIX 20 LONGVIEW ROAD YARMOUTH PORT, MA 508-367-3500 SHEET 2 OF 3 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS. SU R VEY@YAH 00. COM W PROPOSED 13'x25' LEACHING SYSTEM (2 CHAMBERS) \ 8 G o \ 1 17 00c0• PROPOSED - \ 1,500 GALLON \ SEPTIC TANK so, � F 6. ``" // �, , ` moo• / / / ♦ / THREE \ / / > ♦ 1.m\ TREES TO BE \ a /// �9` REMOVED. \ 00 / Aj� VENT/�f �! �`' �/ ♦� / \ \ \ \ i. / ���1 y j;.��k NEW PVC o / j / Y - \v�� O SEWER LINE TO \ 0. BE SLEEVED 10' \ I EITHER SIDE OF \ / \ ♦ ♦ �� v�,'; WATER SERVICE \ I / \ #20 \ f I \ LOT 211 EXISTING DECK DWELLING TIP / \ 8,500± S.F. 49 \ \ O.S. 0 10 15 20 \ GRAPHIC SCALE: \ 1 INCH = 10 FEET \\ tJn 9 AISE COVERS TO WITHIN 6" OF FINISH GRADE TOP OF FOUNDATION ELEV. 49.43 FINISH GRADE �;, 46.80 ELEV. 46.70 ELEV. 43.6 PROPOSED �,. CLEANOUT P =45.07 30' (�S=O. 8 4' CS- 0.96 C.FLOOR 'i SC 40 - 4" PVC 2 MIS AX 4" PVC SCH 40 EL=42.76 .4` SLEEVE OVER WATER INV.=JL INV.=46.43 44.03 10"TEE 14"TEE INV.= "�..t. 5'-7" INSTALL 43.83 7INV.! GAS BAFFLE 0 4'-61/2 4'-1" LIQUID LEVEL WATER SERVICE ELEV 42.0± . INLET TEE 0 0 o BOT 39.5 6" BASE OF CRUSHED STONE OR MECHANICALLY COMPACTED FILL 1,500 H10 GALLON PRECAST CONCRETE SEPTIC TANK JOB # 14-0104 SITE & SEWAGE REPAIR PLAN #20 LONGVIEW ROAD IN YARMOUTH PORT, MA DATE: MARCH 3, 2014 OWNER/APPLICANT: MICHAEL LACROIX 20 LONGVIEW ROAD YARMOUTH PORT, MA 508-367-3500 SHEET 3 OF 3 PREPARED BY: EAS SURVEY, INC. P.O. BOX 1729 SANDWICH, MA 02563 PH. (508) 888-3619 CELL (508) 527-3600 EAS.SURVEY©YAHOO.COM CENTER CHAMBER RISER INV.= 39.82 INV.= 39.70 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. ENGINEER TO VERIFY REMOVAL OF UNSUITABLE SOILS PRIOR TO INSTALLATION OF NEW SEPTIC SYSTEM. 4. NO PARKING OVER SEPTIC TANK IS ALLOWED. 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 3" 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 OTHERWISE SPECIFIED, 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 ON ALL COMPONENTS. PROPOSED VENT A,11 ELEVATION 44.2 40" COVER 00000 0 00000 00000 -IAMBERS > o o w CL 37.70 Lo o ui ui 32.2PROPOSED VENT • • • • • •• • • • �- - 4.0' 5.0' 13.0' SIDE VIEW DATUM: VERTICAL DATUM: YARMOUTH GIS± BENCH MARK USED: FIRE HYDRANT TAG BOLT ELEVATION 46.00 SYSTEM DESIGN DESIGN FLOW 3 BEDROOMS AT110 GPB/D 330_ GPD REQUIRED SEPTIC TANK 330 _x_2 = _____660 GAL. SEPTIC TANK PROVIDED = _ 1500 -GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE __ <2 ____MIN./INCH LONG TERM APPL. RATE-Q.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 (13.0' x 25.0') = 325 S.F. SIDE WALL (13.0' + 25.0') 2x2 = 152 S.F 477 S.F. 477 S.F.x 0.74 G/SF = 353 GPD 353 GPD PROV > 330 GPD REQ. = 23 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) NO MOTTLING NO WEEPING DTH #1 INDICATES DEEP TEST HOLE 144" INDICATES ADJ. GROUNDWATER - NO OBSERVED GROUNDWATER INDICATES PERC TEST GROUNDWATER ADJUSTMENT DEPTH TO BOTTOM OF HOLE 144" 310 CMR: 1.) TO ALLOW 4.3' OF COVER OVER THE H-20 LEACHING AREA. (3' MAX ALLOWED). VENT PROVIDED. 2.) TO ALLOW THE SAS TO BE 6.0' FROM THE STREET. A 4' VARIANCE IS REQUESTED. D.T.H. #1 0 DATE: 1-29-14 GROUND ELEV. 44.2 ADJ G.WATER 32.2 FILL RAISE TO WITHIN 6" FINISH GRADE OF FINISH GRADE ELEV. 45.0 B LOAMY SAND 51" COVER 7.5YR 5/6 TOP ELEV 40.70 6'*S=0.02 00000 0 0 0 0 O O 0 0000 52" C TWO 5' -0"x8' -6"x3'-0' H-20 S.A.S. (13.0"'x' --25-.V. INV.= 39.82 INV.= 39.70 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. ENGINEER TO VERIFY REMOVAL OF UNSUITABLE SOILS PRIOR TO INSTALLATION OF NEW SEPTIC SYSTEM. 4. NO PARKING OVER SEPTIC TANK IS ALLOWED. 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 3" 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 OTHERWISE SPECIFIED, 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 ON ALL COMPONENTS. PROPOSED VENT A,11 ELEVATION 44.2 40" COVER 00000 0 00000 00000 -IAMBERS > o o w CL 37.70 Lo o ui ui 32.2PROPOSED VENT • • • • • •• • • • �- - 4.0' 5.0' 13.0' SIDE VIEW DATUM: VERTICAL DATUM: YARMOUTH GIS± BENCH MARK USED: FIRE HYDRANT TAG BOLT ELEVATION 46.00 SYSTEM DESIGN DESIGN FLOW 3 BEDROOMS AT110 GPB/D 330_ GPD REQUIRED SEPTIC TANK 330 _x_2 = _____660 GAL. SEPTIC TANK PROVIDED = _ 1500 -GAL. SIZE OF LEACHING FACILITY REQUIRED DESIGN PERC RATE __ <2 ____MIN./INCH LONG TERM APPL. RATE-Q.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 (13.0' x 25.0') = 325 S.F. SIDE WALL (13.0' + 25.0') 2x2 = 152 S.F 477 S.F. 477 S.F.x 0.74 G/SF = 353 GPD 353 GPD PROV > 330 GPD REQ. = 23 GPD RES. NO (GARBAGE DISPOSAL / GRINDER ALLOWED) NO MOTTLING NO WEEPING DTH #1 INDICATES DEEP TEST HOLE 144" INDICATES ADJ. GROUNDWATER - NO OBSERVED GROUNDWATER INDICATES PERC TEST GROUNDWATER ADJUSTMENT DEPTH TO BOTTOM OF HOLE 144" 310 CMR: 1.) TO ALLOW 4.3' OF COVER OVER THE H-20 LEACHING AREA. (3' MAX ALLOWED). VENT PROVIDED. 2.) TO ALLOW THE SAS TO BE 6.0' FROM THE STREET. A 4' VARIANCE IS REQUESTED. D.T.H. #1 0 DATE: 1-29-14 GROUND ELEV. 44.2 ADJ G.WATER 32.2 FILL 20" B LOAMY SAND 7.5YR 5/6 42" ELEV = 40.7 52" C MEDIUM SAND 2.5Y 7/4 j NO G.WATER 1 144" ELEV = 32.2 B.O.H. AMY VON HONE SOIL EVALUATOR ED. STONE BACKHOE OPERATOR. ELLIS BROTHERS SOIL TYPE: -_ PERC RATE: <2 MIN. PER INCH LOADING RATE: 074 GAL/SF/MIN