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Home My WebLink About2018 Jun 14 - Sign Off Transmittal, Plans - Garage Conversion to Family Room; Deckpd - m\ aasc sHearm-uc .r a•.:au.mxsraz sa�>rr.::c.Ana.,xrseecu�asua �'ssas.:.ay.�.+..aas.s aac,.0 (.+.'�` ASSUMED :; d, t t µ. '•ham Locus r PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) E MEANS FOR FUTURE LOCATION. 1 few i19A1 IS ACCESS COVERS TO WITHIN 6" OF FIN. GRADECONCRETE CM2" PEASTONE OR GEOTEXTILE ERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING a TOP FOUND. EL. 33.5' FILTER FABRIC OVER STONE sir`• � � a 3. MINIMUM PIPE PITCH TO BE 1./8" PER FOOT. moo sy'9 3 31.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REC f JIRED OVER SYSTEM 31.5 4. DESIGN LOADING FOR ALL PROPOSED PRECAST o r Bes a�� NP -10 UNITS TO BE AASHO H- M nc� 0or e9 nal R (TM)(11 ' ro 4"OSCH40 PVC BLOCKS OR c� o. Naze MORTAR At PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. o PIPES LEVEL 1ST 2'4. COMPONENL H-10 i' '* ENDS EL. 27.7' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE "' " 3 30.8 10" 1500 GAL H-10 14" ._ (rn') SIDES 28 53' " 28.34' TEE SEPTIC TANK TEE f O ➢O PO POP .•. WITH 310 CMR 15.000 (TITLE 5.) - f• Noyes GAS BAFFLE o p p o' p >°°°°°o°° >$ o ® >°p 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND �c pond ON o°o°o°o°o°o° O >°o°o°o°o o 'O°o �00000000 °„p_o o nj o 0 0 0 o� o ® - o 0 0 o I,O� Pine L ° ° ° ° ° ° ° ° o o ° • ® q ° ° ° NOT TO BE USED FOR LOT LINE STAKING OR ANY d 00000_ .: 4' LIQ. LEVEL (ACME OR EQUAL) f , i00000000 ��®®®M 11 Doi oo - ® 00000000 OTHER PURPOSE. RO t. o °'o o'u'o ui c o'o °' o o`o' p o s<< 28.02 27.85 > o ° ° ° "� >°°°°°°o° „ ,°°° ° ° ° ° 25.7' ••.[•00p0°O°O°°q0°O°O°°p0°O„O°O°°°O°O°O°O°O°O°O°pq LH -10 ,°O' " Q 4 r,+.^�o°o°o?n°°4o°o�n°q°o°o°o°°°r°^°n4^°n°o4o°0° 6" MIN. SUMP 8. PIPE FOR .SEPTIC SYSTEM TO SCR. 40-4 PVC. s' o o 12" MIN. INT. DIM, 500 GAL L 0 ACHING CHAMBER.;I�Y ACME PRECAST OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED CONCEALED WITHOUT INSPECTION BY BOARD OF 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' HEALTH AND PERMISSION OBTAINED FROM BOARD COMPACTION. (15.221 [21) OF HEALTH.to i� 6.3 (-1-7.SLOPE) (-!-%SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR (_§-_3% SLOPE) CALLING DIGSAFE (1-888-344-7233) AND LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & OUNDATION 39' SEPTIC TANK 7' D' BOX 17' FACILITY ;, OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF LOCUS MAP e WORK. 20.0' BOTTOM TH-1 Iv, NO GROUNDWATER FOUND NOT TO SCALE LLER SHALL VERIFY THE LOCATIONS OF ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED 4D ALL BUILDING SEWER OUTLETS AND ELEVATIONS . NSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE A =' PROPOSED LEACHING FACILITY. ASSESSORS MAP 78 PARCEL 146 12. EXISTING LEACHING FACILITY SHALL BE PUMPCD SITE IS LOCATED WITHIN A ZONE II fi AND REMOVED OR PUMPED AND FILLED WITH CLEAN 2 BEDROOM DEED RESTRICTION REQUIRED N I SAND. 1 - t- r 99- EXISTING CONTOUR 991 EXIST. SPOT ELEV. --[99]-- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 Mp) TEST HOLE 2� SLOPE OF GROUND Q� UTILITY POLE : y , BOTTOM 30 .x 9.83 (.74) = 218 GPD TOTAL: 454 S.F. 336 GPD , USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' BETWEEN UNITS } .�, s:. '.:_ __G S,<::. �.. 'Y.'...1_E..."._ .r .. ...-.. ..: . ...::... __ ...-::.:�. .... :..A...a. •-.. �.. -. 5.. _ ..rte. ... _. :.. .> ... .... _.... .. .. ... ._ .._.... ... .. ... .. ... , ... ... ... ...... �.... .... ... . ... .. ,_. ... u. raT t.. .. ._.� • �..;. ,: I a.. . '. ..}� 4+ 4, 4 `••<. ` t r,. ti_x• u r�C? Ir LVt2:1:.� r' fl <� :� ':: •Z•✓+ei! :8.+t..L i.1.:::: s:. \ ., ..... 'v: .J ... .... tri .. <...... .. a.>.�✓t av ..n.... ...... .}- .' V! \ 1.f pd - m\ aasc sHearm-uc .r a•.:au.mxsraz sa�>rr.::c.Ana.,xrseecu�asua �'ssas.:.ay.�.+..aas.s aac,.0 (.+.'�` ASSUMED :; d, t t µ. '•ham Locus r PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) E MEANS FOR FUTURE LOCATION. 1 few i19A1 IS ACCESS COVERS TO WITHIN 6" OF FIN. GRADECONCRETE CM2" PEASTONE OR GEOTEXTILE ERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS EXISTING a TOP FOUND. EL. 33.5' FILTER FABRIC OVER STONE sir`• � � a 3. MINIMUM PIPE PITCH TO BE 1./8" PER FOOT. moo sy'9 3 31.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REC f JIRED OVER SYSTEM 31.5 4. DESIGN LOADING FOR ALL PROPOSED PRECAST o r Bes a�� NP -10 UNITS TO BE AASHO H- M nc� 0or e9 nal R (TM)(11 ' ro 4"OSCH40 PVC BLOCKS OR c� o. Naze MORTAR At PRECAST RISERS 5. PIPE JOINTS TO BE MADE WATERTIGHT. o PIPES LEVEL 1ST 2'4. COMPONENL H-10 i' '* ENDS EL. 27.7' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE "' " 3 30.8 10" 1500 GAL H-10 14" ._ (rn') SIDES 28 53' " 28.34' TEE SEPTIC TANK TEE f O ➢O PO POP .•. WITH 310 CMR 15.000 (TITLE 5.) - f• Noyes GAS BAFFLE o p p o' p >°°°°°o°° >$ o ® >°p 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND �c pond ON o°o°o°o°o°o° O >°o°o°o°o o 'O°o �00000000 °„p_o o nj o 0 0 0 o� o ® - o 0 0 o I,O� Pine L ° ° ° ° ° ° ° ° o o ° • ® q ° ° ° NOT TO BE USED FOR LOT LINE STAKING OR ANY d 00000_ .: 4' LIQ. LEVEL (ACME OR EQUAL) f , i00000000 ��®®®M 11 Doi oo - ® 00000000 OTHER PURPOSE. RO t. o °'o o'u'o ui c o'o °' o o`o' p o s<< 28.02 27.85 > o ° ° ° "� >°°°°°°o° „ ,°°° ° ° ° ° 25.7' ••.[•00p0°O°O°°q0°O°O°°p0°O„O°O°°°O°O°O°O°O°O°O°pq LH -10 ,°O' " Q 4 r,+.^�o°o°o?n°°4o°o�n°q°o°o°o°°°r°^°n4^°n°o4o°0° 6" MIN. SUMP 8. PIPE FOR .SEPTIC SYSTEM TO SCR. 40-4 PVC. s' o o 12" MIN. INT. DIM, 500 GAL L 0 ACHING CHAMBER.;I�Y ACME PRECAST OR EQUAL. 9. COMPONENTS NOT TO BE BACKFILLED OR 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED CONCEALED WITHOUT INSPECTION BY BOARD OF 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' HEALTH AND PERMISSION OBTAINED FROM BOARD COMPACTION. (15.221 [21) OF HEALTH.to i� 6.3 (-1-7.SLOPE) (-!-%SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR (_§-_3% SLOPE) CALLING DIGSAFE (1-888-344-7233) AND LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & OUNDATION 39' SEPTIC TANK 7' D' BOX 17' FACILITY ;, OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF LOCUS MAP e WORK. 20.0' BOTTOM TH-1 Iv, NO GROUNDWATER FOUND NOT TO SCALE LLER SHALL VERIFY THE LOCATIONS OF ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED 4D ALL BUILDING SEWER OUTLETS AND ELEVATIONS . NSTALLING ANY PORTION OF SEPTIC SYSTEM SHALL BE REMOVED 5' BENEATH AND AROUND THE A =' PROPOSED LEACHING FACILITY. ASSESSORS MAP 78 PARCEL 146 12. EXISTING LEACHING FACILITY SHALL BE PUMPCD SITE IS LOCATED WITHIN A ZONE II fi AND REMOVED OR PUMPED AND FILLED WITH CLEAN 2 BEDROOM DEED RESTRICTION REQUIRED N I SAND. 1 - t- r 99- EXISTING CONTOUR 991 EXIST. SPOT ELEV. --[99]-- PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH1 Mp) TEST HOLE 2� SLOPE OF GROUND Q� UTILITY POLE Y FIRE HYDRANT NOTE NOT All SYMBOLS MAY APPEAR IN DRAWING TEST HOLE LOGS.. NGINEER: DANIEL E. GONSALVES, SE #13587 NITNESS: AMY VON HONE, RS )ATE: 9/16/15 'ERC. RATE _ < 2 MIN/INCH ;LASS I SOILS t_ Q A LS 1OYR 3/2 E FS 1OYR 5/2 B LS 1OYR 4/6 C MS 1OYR 7/6 f ELEV. 31.5' 30.9' 29.7' 20.0' 1NDWATER ENCOUNTERED T ## 15-253 r, affil �,..�,uftr«,.r..rw:r�aa•�� 0 10 20 30 40 50 FEET i mp x'3'1-30 goof ' G3�C�G�MGD J$ i 4 f018 HEALTH DEPT 31.19 D_i&46 -30.21 Yarno> lb Healtb VzPartment (APPROVED SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED -EXISTING 2'" SEOTWO IY'DWELLING - DESIGN FLOW: 2 BEDROOMS @1_10 GPD = 220 GPD USE A 220 GPD DESIGN FLOW SEPTIC TANK: 220 GPD (2) = 440 2 USE A 1500 GAL. SEPTIC TANK Ron PREPARED FOR Mp) LEACHING: ANDREA SEMIS h' SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD' BOTTOM 30 .x 9.83 (.74) = 218 GPD TOTAL: 454 S.F. 336 GPD Vi USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' BETWEEN UNITS APPROVED DATE BOARD OF HEALTH TITLE 5 SITE PLAN OF 62 -R • . K ROAD h UTH YARMOUTH. MA (� O 2 G� PREPARED FOR Mp) ANDREA SEMIS :i�F it DATE SEPTEMBER 23 2015 off 508-362-4541 fax 508-362-9880 downcape.com civil engineers /and surveyors 939 Main Street ( Rte 6A) y Mp) it y OWNER L. / v wd ADDRESS -- , C pe)op_ SCALE DESIGNS BY DRAWN FRANK D. CIAMBRIELLO F.D.C. DATE REV. BS-A 5011.3R5.2266 OFFICOFAX BOSTON SOCIETY 774.353-6329 CELL Or ARCHITECTS, PROFESSIONAL REV. IFACI AM@COM CAST. NET AFFILIATE AMERICAN J02 SEI'VCILEI ROAD INSTITUTE OF WNP41%, FAA 026111 APCHITFCTc, REV. Z 49 A/ DWG. NO. OF