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Home My WebLink AboutDecision 3419 - Site PlanACCESS COVERS MUST BE WITHIN 6' OF FINISH GRADE FIRST 2' TO 118.9 MAX BE LEVEL-, PVC 1 , 1, p 8' MIN. H2O CA$T a s IRON FRAME AND GRATE TYPE l -f BITUMINOUS CONCRETE 9 MIN. PEASTONE �TO FINISH GRADE. MORTARED IN PLACE 2' BINDER COURSE. !• TOP COURSE f ///r BRICK LEVELING COURSE TOM 6' DENSE GRADED ' . ' 4 MIL POLY' OR FILTER FABRIC �olTm CRUSHED STONE BASE PAVEMENT DETAIL LOCus NO SCALE - 88 g 3/4--11/2' WASHED LEACHINGS EHEC ql STONE ALL AROUND BASIN 1 s. (H-20100 F� / t ' 134 J j f fi DIAM.--�L OCUS MAP Ji 2' MIN. LEACHING CATCH BASIN DETAIL - - - ASSESSOR •S .MAP 112. PARCEL. 82A. ZONING DISTRICTS. R-40. MIN FRONTAGE - 150' NO SCALE SETBACKS: FRONT - 30'. SIDE 20'• REAR.- 20 MAXIMUM BUILDING COVERAGE - 25X, NOT IN THE APD. AQUIFER PROTECTION DISTRICT \ 3 .2 \ \\ \ \ 6T -A,00 \\ ` \\ \\ OWNF OF RECORD: E. KELLEY , - c/o YVONNE TOLLEY 124'x' \\ r \\ \\ \\ \\ - P.O.BOX- 121 \\ N \\ \ \\ \\ YARMOUTHPORT. MA. 02675 DB 6668. PG 289 L O 71� 2A _ ` f� _'4gO48 \`\\ - -. _...-__----120..-_- .----� \\ \\ \\ •y�, \\ ,, '. t -------116-------' l \ \ A \\\ \\ \\ AREA CALCULATIONS- .9' ALCULATIONS9' MINIMUM. _ 14 - \ \ asCD K - �tN A. \ •.\ 1�� 3' MAXIMUM COVER _ _ ^�\\ `\ \\ QpyE�� tOF \\ \ N TOTAL LOT AREA - 43.048: S.F. \ a\� + \ \\ O� \ rn $ TOTAL BUILDING AREA . (.1201 S.F. - , 3X OF SITE \ \ \ \\ \\ \` a �\ \\ '�•� MIN 2' OF PEASTONE- \ //2' DIA. 3/4- 1 ♦\ .� ,.\ 11?- _ \ \\ \ \\ \\ \ WASHED STONE !14.45 `. `\ '---- _ PARKING CALCULATIONS: GAS V!5 0 U } v !J 2' �• �L4,L Y BAFFLE 3 OUTLET 8- 500 GAL LEACHINGjCHAMBERS 10' MIN. 2000D -80X W/4' STONE AROUND. 12.8'X 76'X 2' _ GAL +` SEPTIC TANK 6 CRUSHED STONE BASE { r PROF,I_LE: NOT_.TO,..SCALE.-__. ....::. - _...n .. ra I N VER T EL E VA T I ONS: DES l GN CRI TE r.' A': INVERT AT BUILDING: 115.0 DESIGN FLOW: INVERT IN SEPTIC TANK: 114.7 6 BEDROOMS AT 110 G.P. . PER INVERT OUT SEPTIC TANK: 114.45 BEDROOM EQUALS 660 G.P.D:: PLUS INVERT IN DIST. BOX: 113.25 1 DOCTOR AT 250 G.P.D.�PER INVERT OUT DIST. BOX: 113.08 DOCTOR EQUALS 910 G.P.D. TOTAL INVERT IN LEACH CHAMBER: 110.5 BOTTOM OF LEACH CHAMBER:108.5 SEPTIC TANK REQUIRED: QJQ_G,P.D. X 200% - 1820 GAL, ADJUSTED GROUND WATER:. N/A SEPTIC TANK PROVIDED:_L 2000 GAL. OBSERVED GROUND WATER: N/A BOTTOM OF TEST HOLE *1: 104.0 SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE - 5: MIN/INCH SOIL TEXTURAL CLASS - -J EFFLUENT LOADING RATE~' _0.74 GPD/SF -LQ-GPD / _4 77 GPD/SF+ - 1230 S.F. PROVIDED: 6-500 GAL LEACHING CHAMBERS W/4' STONE AROUND. A-1328 S.F. G. SOIL TEST PIT DATA INDICATES V INDICATES r PERCOLATION = OBSERVED TEST GROUNDWATER TP* ( Tp� 2 GRND EL. 1f4.0 GRND EL. G. W. EL. N/A G. W. EL . h'/A t 0. HORIZON TEXTURE COLOR OTHER 114.0 0' HORIZON TEXTURE 6LOR_ OTHER 115.2 0�ff 0 pt -� 3 . ............................................................. 113.8 3• �1......................... .... .:.t 115.0 ........... B LOAMY IOYR I p LOAMY I,LYR SAND 4/6 O SAND 6 24 .. ........... .............................. 112.0 24 ......... I........................ 4 ......................... 113.2 C MED -COARSE JOYRC MED -COARSE IpyR SAND 7/6 SAND T6 60• ? 120-1 NO WATER ,J 104.0 120.1 NO WATER' 105,2 t DATE: JUNE 4. 1997 - t TEST BY'STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE. < 2 MIN/INCH ♦ \ ♦ _- r.. 2006 DAL \� _ - I DWELLING UN21 IT r 2 SPACES PER DWELLING ,UNIT - .SPACES ' 1 bppyp s \\\ 'x\ %\ `\sEPrICTAMx\ - 1120 $F BUSINESS USE • /OCCUPANT/100 SF SUPPLIMENT EXISTING TREES \ ♦ '� `•-- �' : - / sq \ \ ♦ EQUALS 12 OCCUPANTS • 1 SPACE/OCCUPANT - O,SPACc$ TO MEET BYLAW OF AN EXISTING- \ \� /`p, / - � \ \ ♦ ♦�- - .. 4' CALIPER TREE OR A PROPOSED `\ `•- `'-' F \ - \ ♦\ ------ - TOTAL SPACES REQUIRED - 8. -SPACES -' a' 2- CALIPER TREE EVERY 20 FEET -.- - - 1 WITHIN THE BUFFERS. ♦ 1 �•• `\,�� " ♦\ _ 110--- ' - Joie: �• I / ++39 ..'J•. \ -----IIB•-., - TOTALSPACES PROVIDED 8 SPACES \ .; .. \ - me - .:•9..a1�+• r ." \ ;' _.,: \ ♦ D -SOX - �_ _ -�'' `... .. � - -, 4` WIDE PLANTING STRIP OF A MIN- 114.0 ____- �". ~' ~~ •.� � �'-�� 13:2 "- S' HION DENSLY PLANTED SHRUBS. �'� .,•��2- �� pe t i tv`. o+ �\\ "4. '♦ -PIS-----_ __, GARDEN i p, i \ W �', �/ - .. _ -, - 112 / 1 / / / o , J 20' {I ,4- \ � !. - 1•-.�` (�A� �/ 1� Teti U rf 99.10 O /L. ��£ \♦� iJ'J 1 01 RIM CH BASIN r T E P L 9E. /4 !-ii /V OF L A NU \� / 638 ROUTE 6A Y.4 RMO l..J THP Q R T , /iiL4 S SDo 4. 98.02 PRE-PA REd FOR LEGEND L A U RTO a CONCRETE BOUND FOUND / 97.43 0,V 1080, O EN/V / S MA 0 2 6 3 8 WATER GATE --W- WATER LINE S CA L. E. j 2 0J (//V E 2 7. / 9 9 i. Q HYDRANT �� REV / S EO : J UL Y 2 4 . / .9 9 7 GO GAS GATE �.-' -G- GAS LINE REV / SEO DECEMBER 0/. ! 997 99 CATCH BASIN E fl 'GL SUR t�EY I NG BL E'NG INE E'R I NG . INC . UTILITY POLE W1 GUY WIRE .. i' .923' --- OHW - OVER HEAD WIRES /� Yar A2 ® U r h� o I' r M�4 ?_ 6'� 5 -T- UNDERGROUND TELEPHONE LINE / 440.4 EXISTING SPOT ELEVATION - -- /OO__---• EXISTING CONTOUR J ®� 36'2 - 132 40.4 PROPOSED SPOT ELEVATION C 6- ® 32 - - 3 3 3 rxal PROPOSED CONTOUR - 20 z CHECK: o (0 20o JOB NO: 97-273 FIELD: TAW/PDR CALC: SAH/CFW CFW DRN: SAH , GENERAL NOTES: ` I. PROPERTY LINE INFORMATION WAS COMPILED 9. ALL CONSTRUCTION METHODS AND MATERIALS AND FROM AVAILABLE PLANS AND DEEDS OF RECORD MAINTENANCE OF THE SEPTIC SYSTEM SHALL AND DOES NOT REPRESENT AN ACTUAL ON THE CONFORM TO MASS, D.E,P. TITLE 5 AND LOCAL GROUND SURVEY. BOARD OF HEALTH REGULATIONS. 2. TOPOGRAPHIC INFORMATION WAS OBTAINED BY 10 -ALL SEWER PIPE SHALLiBE SCHEDULE 40 OR ELECTRONIC SURVEY METHODS. APPROVED EQUAL, J. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS /!.SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET. SEE SITE PLAN. PRECAST REINFORCED CONCRETE AND WATERTIGHT. 4. NO DETERMINATION HAS BEEN MADE AS TO I2.ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER COMPLIANCE WITH DEED RESTRICTIONS OR ZONING AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER REGULATIONS, IT SHALL REMAIN THE CLIENTS THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH - RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL STANDING H-20 WHEEL ZOADS. PERMITS. VARIANCES ETC. FOR THIS PROJECT, 5. BEFORE CONSTRUCTION CALL -DIG-SAFE-. 1-800-322-4844 AND THE LOCAL WATER DEPT. »: FOR LOCATION OF UNDERGROUND UTILITIES. • 6. IT SHALL REMAIN THE CLIENT'S RESPONS181LITY s TO HAVE THE PROPOSED BUILDING FOUNDATION DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL COND I T IONS AT THE LOCATION OF THE v=' PROPOSED BUILDING. 7. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR LOCATION ONLY AND SHALL BE DESIGNED IN ACCORDANCE WITH STANDARD PRACTICE. B. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE { CONSTRUCTION INSPECTIONS. ACCESS COVERS MUST BE WITHIN 6' OF FINISH GRADE FIRST 2' TO 118.9 MAX BE LEVEL-, PVC 1 , 1, p 8' MIN. H2O CA$T a s IRON FRAME AND GRATE TYPE l -f BITUMINOUS CONCRETE 9 MIN. PEASTONE �TO FINISH GRADE. MORTARED IN PLACE 2' BINDER COURSE. !• TOP COURSE f ///r BRICK LEVELING COURSE TOM 6' DENSE GRADED ' . ' 4 MIL POLY' OR FILTER FABRIC �olTm CRUSHED STONE BASE PAVEMENT DETAIL LOCus NO SCALE - 88 g 3/4--11/2' WASHED LEACHINGS EHEC ql STONE ALL AROUND BASIN 1 s. (H-20100 F� / t ' 134 J j f fi DIAM.--�L OCUS MAP Ji 2' MIN. LEACHING CATCH BASIN DETAIL - - - ASSESSOR •S .MAP 112. PARCEL. 82A. ZONING DISTRICTS. R-40. MIN FRONTAGE - 150' NO SCALE SETBACKS: FRONT - 30'. SIDE 20'• REAR.- 20 MAXIMUM BUILDING COVERAGE - 25X, NOT IN THE APD. AQUIFER PROTECTION DISTRICT \ 3 .2 \ \\ \ \ 6T -A,00 \\ ` \\ \\ OWNF OF RECORD: E. KELLEY , - c/o YVONNE TOLLEY 124'x' \\ r \\ \\ \\ \\ - P.O.BOX- 121 \\ N \\ \ \\ \\ YARMOUTHPORT. MA. 02675 DB 6668. PG 289 L O 71� 2A _ ` f� _'4gO48 \`\\ - -. _...-__----120..-_- .----� \\ \\ \\ •y�, \\ ,, '. t -------116-------' l \ \ A \\\ \\ \\ AREA CALCULATIONS- .9' ALCULATIONS9' MINIMUM. _ 14 - \ \ asCD K - �tN A. \ •.\ 1�� 3' MAXIMUM COVER _ _ ^�\\ `\ \\ QpyE�� tOF \\ \ N TOTAL LOT AREA - 43.048: S.F. \ a\� + \ \\ O� \ rn $ TOTAL BUILDING AREA . (.1201 S.F. - , 3X OF SITE \ \ \ \\ \\ \` a �\ \\ '�•� MIN 2' OF PEASTONE- \ //2' DIA. 3/4- 1 ♦\ .� ,.\ 11?- _ \ \\ \ \\ \\ \ WASHED STONE !14.45 `. `\ '---- _ PARKING CALCULATIONS: GAS V!5 0 U } v !J 2' �• �L4,L Y BAFFLE 3 OUTLET 8- 500 GAL LEACHINGjCHAMBERS 10' MIN. 2000D -80X W/4' STONE AROUND. 12.8'X 76'X 2' _ GAL +` SEPTIC TANK 6 CRUSHED STONE BASE { r PROF,I_LE: NOT_.TO,..SCALE.-__. ....::. - _...n .. ra I N VER T EL E VA T I ONS: DES l GN CRI TE r.' A': INVERT AT BUILDING: 115.0 DESIGN FLOW: INVERT IN SEPTIC TANK: 114.7 6 BEDROOMS AT 110 G.P. . PER INVERT OUT SEPTIC TANK: 114.45 BEDROOM EQUALS 660 G.P.D:: PLUS INVERT IN DIST. BOX: 113.25 1 DOCTOR AT 250 G.P.D.�PER INVERT OUT DIST. BOX: 113.08 DOCTOR EQUALS 910 G.P.D. TOTAL INVERT IN LEACH CHAMBER: 110.5 BOTTOM OF LEACH CHAMBER:108.5 SEPTIC TANK REQUIRED: QJQ_G,P.D. X 200% - 1820 GAL, ADJUSTED GROUND WATER:. N/A SEPTIC TANK PROVIDED:_L 2000 GAL. OBSERVED GROUND WATER: N/A BOTTOM OF TEST HOLE *1: 104.0 SOIL ABSORPTION SYSTEM REQUIRED: DESIGN PERC RATE - 5: MIN/INCH SOIL TEXTURAL CLASS - -J EFFLUENT LOADING RATE~' _0.74 GPD/SF -LQ-GPD / _4 77 GPD/SF+ - 1230 S.F. PROVIDED: 6-500 GAL LEACHING CHAMBERS W/4' STONE AROUND. A-1328 S.F. G. SOIL TEST PIT DATA INDICATES V INDICATES r PERCOLATION = OBSERVED TEST GROUNDWATER TP* ( Tp� 2 GRND EL. 1f4.0 GRND EL. G. W. EL. N/A G. W. EL . h'/A t 0. HORIZON TEXTURE COLOR OTHER 114.0 0' HORIZON TEXTURE 6LOR_ OTHER 115.2 0�ff 0 pt -� 3 . ............................................................. 113.8 3• �1......................... .... .:.t 115.0 ........... B LOAMY IOYR I p LOAMY I,LYR SAND 4/6 O SAND 6 24 .. ........... .............................. 112.0 24 ......... I........................ 4 ......................... 113.2 C MED -COARSE JOYRC MED -COARSE IpyR SAND 7/6 SAND T6 60• ? 120-1 NO WATER ,J 104.0 120.1 NO WATER' 105,2 t DATE: JUNE 4. 1997 - t TEST BY'STEPHEN HAAS WITNESSED BY: AMY VONHONE PERC RATE. < 2 MIN/INCH ♦ \ ♦ _- r.. 2006 DAL \� _ - I DWELLING UN21 IT r 2 SPACES PER DWELLING ,UNIT - .SPACES ' 1 bppyp s \\\ 'x\ %\ `\sEPrICTAMx\ - 1120 $F BUSINESS USE • /OCCUPANT/100 SF SUPPLIMENT EXISTING TREES \ ♦ '� `•-- �' : - / sq \ \ ♦ EQUALS 12 OCCUPANTS • 1 SPACE/OCCUPANT - O,SPACc$ TO MEET BYLAW OF AN EXISTING- \ \� /`p, / - � \ \ ♦ ♦�- - .. 4' CALIPER TREE OR A PROPOSED `\ `•- `'-' F \ - \ ♦\ ------ - TOTAL SPACES REQUIRED - 8. -SPACES -' a' 2- CALIPER TREE EVERY 20 FEET -.- - - 1 WITHIN THE BUFFERS. ♦ 1 �•• `\,�� " ♦\ _ 110--- ' - Joie: �• I / ++39 ..'J•. \ -----IIB•-., - TOTALSPACES PROVIDED 8 SPACES \ .; .. \ - me - .:•9..a1�+• r ." \ ;' _.,: \ ♦ D -SOX - �_ _ -�'' `... .. � - -, 4` WIDE PLANTING STRIP OF A MIN- 114.0 ____- �". ~' ~~ •.� � �'-�� 13:2 "- S' HION DENSLY PLANTED SHRUBS. �'� .,•��2- �� pe t i tv`. o+ �\\ "4. '♦ -PIS-----_ __, GARDEN i p, i \ W �', �/ - .. _ -, - 112 / 1 / / / o , J 20' {I ,4- \ � !. - 1•-.�` (�A� �/ 1� Teti U rf 99.10 O /L. ��£ \♦� iJ'J 1 01 RIM CH BASIN r T E P L 9E. /4 !-ii /V OF L A NU \� / 638 ROUTE 6A Y.4 RMO l..J THP Q R T , /iiL4 S SDo 4. 98.02 PRE-PA REd FOR LEGEND L A U RTO a CONCRETE BOUND FOUND / 97.43 0,V 1080, O EN/V / S MA 0 2 6 3 8 WATER GATE --W- WATER LINE S CA L. E. j 2 0J (//V E 2 7. / 9 9 i. Q HYDRANT �� REV / S EO : J UL Y 2 4 . / .9 9 7 GO GAS GATE �.-' -G- GAS LINE REV / SEO DECEMBER 0/. ! 997 99 CATCH BASIN E fl 'GL SUR t�EY I NG BL E'NG INE E'R I NG . INC . UTILITY POLE W1 GUY WIRE .. i' .923' --- OHW - OVER HEAD WIRES /� Yar A2 ® U r h� o I' r M�4 ?_ 6'� 5 -T- UNDERGROUND TELEPHONE LINE / 440.4 EXISTING SPOT ELEVATION - -- /OO__---• EXISTING CONTOUR J ®� 36'2 - 132 40.4 PROPOSED SPOT ELEVATION C 6- ® 32 - - 3 3 3 rxal PROPOSED CONTOUR - 20 z CHECK: o (0 20o JOB NO: 97-273 FIELD: TAW/PDR CALC: SAH/CFW CFW DRN: SAH ,