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HomeMy WebLinkAbout92 Old Townhouse Road Site Plan 2OLD TOWNHOUSE ROAD '+ r SEPTIC TANK 6' CRUSHED STONE OR I� EFFLUENT LOADING RATE - 0.74 GPD/SF �� COMPACTED BASE 615 GPD / 0.74 GPD/SF 831 S.F. REQUIRED PROF I L E : Nor TO SCALE PROVIDED: 6-500 GAL LEACHING CHAMBERS / N -L5/ POSSIBLL RAI;./i W/4' STONE AROUND. 8S.F. S/ 3 `^ 1176 S.F. x 0.74 - 87070 6. G.P.D. /O B�f'_ s 4h r:ASt,MENT TOTAL NITROGEN LOADING ALLOWED BASED ON LOT G�• \ \ `,,\y .\ . \gyp•` _ w ^ ' 24WATERTIGHT. SIZE - 182.338 S.F./!0.000 X 1/0 - 2005 GPD . ` HEAVY DUTY MH COVERS LOCUS MAP ' PROP ` - VV �� asED � _ m TO FINISH GRADE NITROGEN LOADING PROPOSED - 615 GPD. OK i ASSESSOR'S MAP 87. PARCELS 28.1.1 6 28.1.2 l /" .�' / / \ y s/ 33 \ MERCURY FLOAT SW)TCH SOIL TEST P I T DA TA ZONING DISTRICTS. 83 6 APD MIN FRONTAGE 100' / 1 ' ' ' _ _ _ ^ - �1 �a� ` \ \ MIN LOT AREA 40000 S.F. MAX BUILDING HEIGHT - 35' % i/ ' - _ _ `� \ �- -/- _ _ _ _ BJFFE/y >_ \ a 4' IAM P P£ ^ SET AT 75x CAPACITY FOR SETBACKS: FRONT - 70'. SIDE - !0'. REAR - JO' / _ . , - _ AN AUDIO AND VISUAL ALARM INDICATES INDICATES MAXIMUM BUILDING COVERAGE - 35x. MAXIMUM IMPERVIOUS �A _ _ - - '� \�` `\ ~ - 00 a PERCOLATION OBSERVED o \\ _ C _ _ _ _ _ TEST GROUNDWATER / \ y y \ r Or fl'I r 6'2'• r 6'd LOT COVERAGE = 70x WHEN ARTIFICIAL RECHARGE OF EXCESS o (•1` i� \ i \\ 1 ^ 40 MIL POLY LINER OVER SAND RUNOFF IS PROVIDED. `c 1I/1 �,�/ / '� \` y Y ' 1 ACTED SAND BASE IJ 1 / \ f t r TP r! TP �2 FLOOD ZONE C. MAP 150015 0004 C. DATED 6/17/86 a COMP 1 / ` \\ 1 m HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 92 3 1yg_ 1500 GALLON HOLDING TANK. H-20 p• 92.4 0' AREA CALCULATIONS: h / \ `\ WITH SECONDARY CONTAINMENT LINER A LOAMY lOYR 1 1 / \ \ \ \ j i I 1 `= L SYSTEM WITH LEAK DETECTION SAND 4/3 1.7 9 " ' "' "' """' 91.6 A LOAMY IOYR SAND 4/3 TOTAL LOT AREA - !82338= S.F. - 4.193 ACRES 1/ / / ` \ /' 1 INSPECTION PIPE AND ALARM. 9' 9 TOTAL BUILDING AREA - 7.410= S.F. - 4.09 OF SITE �� ,�1 , / \\ \ \ = TOTAL PAVED AND WALK AREA - 113.5603 S.F. r 62.3x OF SITE 90.2 26 ""' 90.1 \ / 1 T B LOAMY IOYR B LOAMY 1 SAND 5/8 SAND 5/8 TOTAL IMPERVIOUS AREA 120:9703 S.F. 66.Jx OF SITE 1 t f PRO SED GRAVEL SOAf+STORAGE AREA j ' ; PROFILE: Nor TO SCALE 26' \ ; / 1 1 � / \ C I MED -COARSE IOYR C I MED -COARSE IOYR SAND 6/8 SAND 6/6 PARKING CALCULATIONS: INDUSTRIAL USE. 5460 SF / 200 SF PER PERSON - 27 PEOPLE BUSINESS USE. 485 SF / IDD SF PER PERSON 5 PEOPLEm STORAGE USE. 2675 SF / 300 SF PER PERSON - 9 PEOPLE r TOTAL OCCUPANCY LOAD - 41 PEOPLE 1 \ I t I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- 11 SPACES REQUIRED 1 i'" LOT ' HANDICAPPED SPACES REQUIRED - ! SPACE I I TREES REQUIRED I1 PER 8 SPACES) - 3 TREES l t / 1 r I 1 t 111111 GENERAL NOTES: PRO D DUMSTSR 11 ! z t II I f rl 1. PROPERTY LINE INFORMATION WAS COMPILED FROM \ / AVAILABLE PLANS AND DEEDS OF RECORD AND DOES t r I j l i NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS 1 t \ \y t \\ \ SET. SEE SITE PLAN. t t f bAVED PA�KING \ \ ' 1 1 '•� ( // AND STORAGE AREA \\ \\ •...\ \ 1 3. NO DETERMINATION HAS BEEN MADE AS TO' \ \ \ COMPLIANCE WITH DEED RESTRICTIONS OR ZONING \ y� ys. 1 \ 1 , \ \ REGULATIONS. IT SHALL REMAIN THE CLIENTS6s' Y RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL - 1 1 1_ �-�- \ g5.0 \ ` o 1 --1 \-_- CA TCN BASIA MN IsaQ, CAL 1 PERMITS, VARIANCES ETC. FOR THIS PROJECT. ' \ j` • 1 1 1 ` \' R)wl-9+.8•�� TANK FO,R .-- �yy BOAT WASHDQ BOArITPSH 4. ! T SHALL REMAIN THE CLI ENT ' S RESPONSIBILITY a` 1 1 PRO SED GRAVEL BOAT STORAGE AREA `\ S \ ' DOWN APRON \ TO HAVE THE PROPOSED BUILDING FOUNDATION $ 1 1 \ `\ m o. \\ \\ Isoo oALL3N \ m DESIGNED TO ACCOUNT FOR THE EXISTING GRADE ``0 1 t \ HOLOfNO TANK�OR` t° \`\ AND SOIL CONDI TIONS AT THE LOCATION OF THE v 1 , 1 \ \ FCOOR DRAINS _ \ _ \ , \\ -OOH PROPOSED BUILDING. QQ r \ -_ 1 \ \ 1 1 \ \ 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS \ `'- _ \ \ \` \ \ \ TO BE CONTAINED ON SITE.1 Iz E t i 6. ALL CONSTRUCTION METHODS AND MATERIALS AND \ \ \ \ \ MAINTENANCE OF THE SEPTIC SYSTEM SHALL IUt \ \ ` \ _ PROP S0. AV£L ` _ I m t \ a, \ \ \ \ \ \ �. BOAT S TOR)l AREA CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL Il a'1 \ \\ ✓ ` ` ' ° BOARD OF HEALTH REGULATIONS. 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER \PROPOSED\ ' t Iml ' �`sr^ A OtSF' \�� \\\ AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 1 r 1 \ \ 1 x ' rl, 1 1 \ ` BUILDING THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH 1 `�f ; FLOOR Bs.o \ 1 STANDING H-20 WHEEL LOADS. PIV B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR t ` PAVED APROI , APPROVED EQUAL. 1 ` 1 1 i \\ `91,`\ AROUND BASIN 1 t \ \ CATCH BASIN \ FIRE DEPT. � 1 RIM- 3.5 _ :�� 9. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE 1 '. ( coNNECTroN cA N B 1K �- � Rf OJ -O J _ HOLDING TANK NOTES: 8' FRAME REINFORCED PRECAST CONCRETE .AND ,WATERTIGHT. 1_J_� \ "-.� INVERT ELEVATIONS: � \ DESIGN CRITERIA: _ ENIN � t ?'. PFONJSED SCPF 1000 GALLON LEACH GUY WIRE \ A5fN 2A ACCESS COVERS MUST BE WITHIN 9' MINIMUM. 54' ..+' `*- : `.\' I PER 301.4. 5 FI L Copy 6. OF FINISH GRADE -TA6 PER rREE5 3' MAXIMUM COVER INVERT AT BUILDING: 90.0 DESIGN FLOW: ` PROPOSED SPL 17 RAIL FENCE y _ UP LOS - _ �57r+ZJ- - - _ - - --� _ �124v8-'- l I ♦ ` PROPOC EN1•Y' `\ `\ 4 � 1 �-•-1��``` EXISTING CONTOUR TREES DO NOT EXIST. 3' CALIPER TREES SHALL BE INVERT IN SEPTIC TANK: 89.75 FACTORY. INDUSTRIAL AND STORAGE USE . 1 I1 PEP 3z4-5 1 CHAIN LINK NCE ` ` - FIRST 2' TO BE LEVEL ., ` MIN 2' OF PEASTONE INVERT OUT SEPTIC TANK: R9.5 41 PEOPLE AT 15 GPD PER PERSON - 615 GPD •,^',--^" x, e TP* ci t} INVERT IN DIST. BOX: 89.27 PRODUCTS. INC. OR APPROVED EQUAL. CONSTRUCTION ` \` 2000 GALLON RIM -88.60 ° GAL N i 7- 0 GALLON SEPTIC TANK REQUIRED: AND MAINTENANCE SHALL CONFORM TO 314 CMR 18.00 LEACH PITS /J' LEACH AROU�D \ v ` 89.5 89.1 RR , �. 3/4' 1 1/2- DIA. DOUBLE WASHED STONE INVERT OUT DIST. BOX: INVERT 1N LEACH CHAMBER: 8 9.1 89.0 615 G.P.D. X - 1230 GAL. 2000 GAL.' STONE 0 _ T NO WATER 81.9 144' 80.3 ROVI200v SEPTIC TANK PROVIDED: �j 75 GAS 69.27 89.0 87.0 CONTRACTOR IS REQUIRED FOR THIS HOLDING TANK BOTTOM OF LEACH CHAMBER: 87.0 DATE: FEBRUARY l5. 2007 B FFLE 3 OUTLET 6-500 GAL LEACHING CHAMBERS TEST BY: STEPHEN HAAS ADJUSTED GROUND WATER: N/A SOIL ABSORPTION SYSTEM REQUIRED: WITNESSED BY: PHIL RENAUD W/4' STONE AROUND, 12.8'W x 67'1 x 2'd OBSERVED GROUND WATER: N/A DESIGN PERC RATE ( 5 MIN/INCH REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH D -BOX WATER ALARM SOUNDS 175x CAPACITY). 2000 GAL BOTTOM OF TEST HOLE 02: 80.3 SOIL TEXTURAL CLASS - I CCAY BRICK LEVELING COURSE SEPTIC TANK 6' CRUSHED STONE OR I� EFFLUENT LOADING RATE - 0.74 GPD/SF �� COMPACTED BASE 615 GPD / 0.74 GPD/SF 831 S.F. REQUIRED PROF I L E : Nor TO SCALE PROVIDED: 6-500 GAL LEACHING CHAMBERS / N -L5/ POSSIBLL RAI;./i W/4' STONE AROUND. 8S.F. S/ 3 `^ 1176 S.F. x 0.74 - 87070 6. G.P.D. /O B�f'_ s 4h r:ASt,MENT TOTAL NITROGEN LOADING ALLOWED BASED ON LOT G�• \ \ `,,\y .\ . \gyp•` _ w ^ ' 24WATERTIGHT. SIZE - 182.338 S.F./!0.000 X 1/0 - 2005 GPD . ` HEAVY DUTY MH COVERS LOCUS MAP ' PROP ` - VV �� asED � _ m TO FINISH GRADE NITROGEN LOADING PROPOSED - 615 GPD. OK i ASSESSOR'S MAP 87. PARCELS 28.1.1 6 28.1.2 l /" .�' / / \ y s/ 33 \ MERCURY FLOAT SW)TCH SOIL TEST P I T DA TA ZONING DISTRICTS. 83 6 APD MIN FRONTAGE 100' / 1 ' ' ' _ _ _ ^ - �1 �a� ` \ \ MIN LOT AREA 40000 S.F. MAX BUILDING HEIGHT - 35' % i/ ' - _ _ `� \ �- -/- _ _ _ _ BJFFE/y >_ \ a 4' IAM P P£ ^ SET AT 75x CAPACITY FOR SETBACKS: FRONT - 70'. SIDE - !0'. REAR - JO' / _ . , - _ AN AUDIO AND VISUAL ALARM INDICATES INDICATES MAXIMUM BUILDING COVERAGE - 35x. MAXIMUM IMPERVIOUS �A _ _ - - '� \�` `\ ~ - 00 a PERCOLATION OBSERVED o \\ _ C _ _ _ _ _ TEST GROUNDWATER / \ y y \ r Or fl'I r 6'2'• r 6'd LOT COVERAGE = 70x WHEN ARTIFICIAL RECHARGE OF EXCESS o (•1` i� \ i \\ 1 ^ 40 MIL POLY LINER OVER SAND RUNOFF IS PROVIDED. `c 1I/1 �,�/ / '� \` y Y ' 1 ACTED SAND BASE IJ 1 / \ f t r TP r! TP �2 FLOOD ZONE C. MAP 150015 0004 C. DATED 6/17/86 a COMP 1 / ` \\ 1 m HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 92 3 1yg_ 1500 GALLON HOLDING TANK. H-20 p• 92.4 0' AREA CALCULATIONS: h / \ `\ WITH SECONDARY CONTAINMENT LINER A LOAMY lOYR 1 1 / \ \ \ \ j i I 1 `= L SYSTEM WITH LEAK DETECTION SAND 4/3 1.7 9 " ' "' "' """' 91.6 A LOAMY IOYR SAND 4/3 TOTAL LOT AREA - !82338= S.F. - 4.193 ACRES 1/ / / ` \ /' 1 INSPECTION PIPE AND ALARM. 9' 9 TOTAL BUILDING AREA - 7.410= S.F. - 4.09 OF SITE �� ,�1 , / \\ \ \ = TOTAL PAVED AND WALK AREA - 113.5603 S.F. r 62.3x OF SITE 90.2 26 ""' 90.1 \ / 1 T B LOAMY IOYR B LOAMY 1 SAND 5/8 SAND 5/8 TOTAL IMPERVIOUS AREA 120:9703 S.F. 66.Jx OF SITE 1 t f PRO SED GRAVEL SOAf+STORAGE AREA j ' ; PROFILE: Nor TO SCALE 26' \ ; / 1 1 � / \ C I MED -COARSE IOYR C I MED -COARSE IOYR SAND 6/8 SAND 6/6 PARKING CALCULATIONS: INDUSTRIAL USE. 5460 SF / 200 SF PER PERSON - 27 PEOPLE BUSINESS USE. 485 SF / IDD SF PER PERSON 5 PEOPLEm STORAGE USE. 2675 SF / 300 SF PER PERSON - 9 PEOPLE r TOTAL OCCUPANCY LOAD - 41 PEOPLE 1 \ I t I SPACE/2 OCCUPANTS FOR BUISINESS/INDUSTRIAL- 11 SPACES REQUIRED 1 i'" LOT ' HANDICAPPED SPACES REQUIRED - ! SPACE I I TREES REQUIRED I1 PER 8 SPACES) - 3 TREES l t / 1 r I 1 t 111111 GENERAL NOTES: PRO D DUMSTSR 11 ! z t II I f rl 1. PROPERTY LINE INFORMATION WAS COMPILED FROM \ / AVAILABLE PLANS AND DEEDS OF RECORD AND DOES t r I j l i NOT REPRESENT AN ACTUAL ON THE GROUND SURVEY. 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS 1 t \ \y t \\ \ SET. SEE SITE PLAN. t t f bAVED PA�KING \ \ ' 1 1 '•� ( // AND STORAGE AREA \\ \\ •...\ \ 1 3. NO DETERMINATION HAS BEEN MADE AS TO' \ \ \ COMPLIANCE WITH DEED RESTRICTIONS OR ZONING \ y� ys. 1 \ 1 , \ \ REGULATIONS. IT SHALL REMAIN THE CLIENTS6s' Y RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL - 1 1 1_ �-�- \ g5.0 \ ` o 1 --1 \-_- CA TCN BASIA MN IsaQ, CAL 1 PERMITS, VARIANCES ETC. FOR THIS PROJECT. ' \ j` • 1 1 1 ` \' R)wl-9+.8•�� TANK FO,R .-- �yy BOAT WASHDQ BOArITPSH 4. ! T SHALL REMAIN THE CLI ENT ' S RESPONSIBILITY a` 1 1 PRO SED GRAVEL BOAT STORAGE AREA `\ S \ ' DOWN APRON \ TO HAVE THE PROPOSED BUILDING FOUNDATION $ 1 1 \ `\ m o. \\ \\ Isoo oALL3N \ m DESIGNED TO ACCOUNT FOR THE EXISTING GRADE ``0 1 t \ HOLOfNO TANK�OR` t° \`\ AND SOIL CONDI TIONS AT THE LOCATION OF THE v 1 , 1 \ \ FCOOR DRAINS _ \ _ \ , \\ -OOH PROPOSED BUILDING. QQ r \ -_ 1 \ \ 1 1 \ \ 5. ALL STORMWATER RUNOFF FROM IMPERVIOUS AREAS \ `'- _ \ \ \` \ \ \ TO BE CONTAINED ON SITE.1 Iz E t i 6. ALL CONSTRUCTION METHODS AND MATERIALS AND \ \ \ \ \ MAINTENANCE OF THE SEPTIC SYSTEM SHALL IUt \ \ ` \ _ PROP S0. AV£L ` _ I m t \ a, \ \ \ \ \ \ �. BOAT S TOR)l AREA CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL Il a'1 \ \\ ✓ ` ` ' ° BOARD OF HEALTH REGULATIONS. 7. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER \PROPOSED\ ' t Iml ' �`sr^ A OtSF' \�� \\\ AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER 1 r 1 \ \ 1 x ' rl, 1 1 \ ` BUILDING THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH 1 `�f ; FLOOR Bs.o \ 1 STANDING H-20 WHEEL LOADS. PIV B. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR t ` PAVED APROI , APPROVED EQUAL. 1 ` 1 1 i \\ `91,`\ AROUND BASIN 1 t \ \ CATCH BASIN \ FIRE DEPT. � 1 RIM- 3.5 _ :�� 9. SEPTIC TANK. PUMP CHAMBER AND D -BOX SHALL BE 1 '. ( coNNECTroN cA N B 1K �- � Rf OJ -O J _ HOLDING TANK NOTES: 8' FRAME REINFORCED PRECAST CONCRETE .AND ,WATERTIGHT. 1_J_� \ "-.� .. � ` r � \ � _ ENIN � t ?'. PFONJSED SCPF 1000 GALLON LEACH GUY WIRE \ A5fN 2A � 1. HOLDING TANK SHALL BE REINFORCED PRECAST PROPOSED J" 54' ..+' `*- : `.\' I PER 301.4. 5 'E �- I0. D 80X IS TO BE WATER JESTED TO CHECK FOR LEVEL. ` �\ -TA6 PER rREE5 CONCRETE WITH AN EXTERIOR SECONDARY CONTAINMENT • -T- I �. ` PROPOSED SPL 17 RAIL FENCE y _ UP LOS - _ �57r+ZJ- - - _ - - --� _ �124v8-'- l I ♦ ` PROPOC EN1•Y' `\ `\ 4 � 1 �-•-1��``` EXISTING CONTOUR TREES DO NOT EXIST. 3' CALIPER TREES SHALL BE LINER SYSTEM WITH A LEAK DETECTION INSPECTION tlV ll. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. � . 1 I1 PEP 3z4-5 1 CHAIN LINK NCE ` ` - y- ` WALK ., ` \ I2• HDPE` ' PE - PIPE AND ALARM SYSTEM BY MILLER ENVIRONMENTAL PROPOS-6 t _ <Cn ir. i �t.•i 1. Yy I 1 1 " _ - _ - , ��• •r •t I i�^! 1' ' OJ •,^',--^" x, e TP* ci t} FOR LOCATION OF UNDERGROUND UTILITIES. Y-.. ,{� �.• .. '" PRODUCTS. INC. OR APPROVED EQUAL. CONSTRUCTION ` \` 2000 GALLON RIM -88.60 ° GAL N i 7- 0 GALLON ` ® -. SEPTIC TANK AND MAINTENANCE SHALL CONFORM TO 314 CMR 18.00 LEACH PITS /J' LEACH AROU�D \ SHALL NOTIFY THE cH s W/J' NO WATER STONE 126. NO WATER 81.9 144' 80.3 2. A PUMPING CONTRACT W1TH A LICENSED SEPTIC CONTRACTOR IS REQUIRED FOR THIS HOLDING TANK DATE: FEBRUARY l5. 2007 TEST BY: STEPHEN HAAS INSTALLATION. WITNESSED BY: PHIL RENAUD 3. OPERATION AND MAINTENANCE OF THIS SYSTEM PERC RATE: ( 2 MIN/INCH REQUIRES THAT THE TANK BE PUMPED WHEN THE HIGH WATER ALARM SOUNDS 175x CAPACITY). 8' MIN. H2O CAST 4. ENGINEER TO INSPECT AND CERTIFY THE INSTALLATION CCAY BRICK LEVELING COURSE IRON FRAMF AND COVER OF THE HOLDING TANK TO THE BOARD OF HEALTH AND MORTARED IN PLACE WITH I' VENT MASS DEP. tt t ' 4' MIN. PEASTONE TO FINISH GRADE 8' H2O CAST IRON _4 MIL POLY FRAME AND CRATE CLAY BRICK LEVELING COURSE 1/4'/FTS 00 00 IN PLACE FROM BASIN ° Sri .MORTARED I'DIA VENT MORTAR ALLCLE g ' STE`HEr+ 12' HDPE PIPE TO LEACHING OR JOINTS LEACHING , D �ct TEEANOUT BASIN �R T. RETENTION BASIN 3/4'-11/2' WASHED IH -20) STONE ALL AROUND No.35A51 � ACL % Q ISIEW o gO a -20 SOLID oo t�' CATCH BASIN jAl 6' DIAM. 20 CONC SLAB 3' MIN. o le -7 6' DIAM --� W/12- DIA LEACH HOLE LEACHING BASIN CATCH BASIN CONNECTION TO DETA I L DETA IL CLAY BRICK LEVELING COURSE MOBILE RECYCLING UNIT NO SCALE NO SCALE MORTARED IN PLACE H2O CAST IRON \ 24' HEA VY DUTY AND GRATE \ MH COVER) BUILDING !_. REINFORCED PRECAST CONCRETE .AND ,WATERTIGHT. 1_J_� \ "-.� .. � ` r � \ � _ ENIN � t ?'. PFONJSED SCPF 1000 GALLON LEACH GUY WIRE \ A5fN 2A � '1 PROPOSED J" `1�. ..+' `*- : `.\' I PER 301.4. 5 'E �- I0. D 80X IS TO BE WATER JESTED TO CHECK FOR LEVEL. ` �\ -TA6 PER rREE5 I • -T- I �. ` PROPOSED SPL 17 RAIL FENCE y _ UP LOS - _ �57r+ZJ- - - _ - - --� _ �124v8-'- l I ♦ ` PROPOC EN1•Y' `\ `\ 4 � 1 �-•-1��``` EXISTING CONTOUR TREES DO NOT EXIST. 3' CALIPER TREES SHALL BE a --_� _ 8M. HYD TAG BOLTS S '06'W 35 .99' ``WATER Res tlV ll. BEFORE CONSTRUCTION CALL 'DIG -SAFE'. � . 1 I1 PEP 3z4-5 1 CHAIN LINK NCE ` ` - y- ` WALK ., ` \ I2• HDPE` ' PE - - 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. PROPOS-6 t _ <Cn ir. i �t.•i 1. Yy I 1 1 " _ - _ - , ��• •r •t I i�^! 1' ' OJ •,^',--^" x, e TP* ci t} FOR LOCATION OF UNDERGROUND UTILITIES. Y-.. ,{� �.• .. '" ` \` 2000 GALLON RIM -88.60 ° GAL N i 7- 0 GALLON ` ® -. SEPTIC TANK m�� LEACH PITS /J' LEACH AROU�D \ SHALL NOTIFY THE cH s W/J' H STONE 12. SEPTIC SYSTEM INSTALLER r DESIGN ENGINEER TWO DAYS PRIOR To CONSTRUCTION AI ROC OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE CONSTRUCTION INSPECTIONS. I I r11 O T.ri OLD T O W NHO USE' ROAD 0 15 30 60 OUTLET TEE 1000 GAL IL t IlsuMvl I 6' CRUSHED STONE OR MWMWWMOM� COMPACTED BASE 1500 GALLON HOLDING TANK. H-20 FOR BOAT WASHDOWN. 1000 GALLON SETTLING TANK. 500 GALLON PUMP TANK BOAT WASHDOWN TO BE WATER ONLY PUMP AS REQUIRED FOR RECYCLE UNIT PROFI LE:NOT TO SCALE - 13. AN APPROVAL NOT REQUIRED PLAN IS TO BE FILED TO 1 Y - - ` ' \... " \\ 6-500 GALLON - - \` WATER GATE COMBINE LOTS I A 2 INTO ONE LOT. 1000 GALLON LEACH GUY WIRE \ A5fN 2A ` r'' 2O PAIN BUFF FR\� © GAS GATE , �- _ \/ •� ---. Lli W/J' STONE AROUND PROPO ApIING CHAMBERS D 'LGN 'E �- CATCH BASIN 19. ' EXISTING TREES OF AT LEAST 4' CALIPER WITHIN THE \ 20MIN Bt}FP, R/17 BT OfY �BAVE BOTTOM: / 0 WA�QT>ONE AROUND OPO£Q3PL Ij_BdLLfcu `f -2q _ \ -T- 10' AND 10' BUFFERS SHOWN SHALL BE RETAINED. IF ` PROPOSED SPL 17 RAIL FENCE y _ UP LOS - _ �57r+ZJ- - - _ - - --� _ �124v8-'- EXISTING SPOT ELEVATION _ - ' EXISTING CONTOUR TREES DO NOT EXIST. 3' CALIPER TREES SHALL BE a --_� _ 8M. HYD TAG BOLTS S '06'W 35 .99' ``WATER Res -- _ \ �- --- -- \•90 --- --------_ _-_ PLANTED AT INTERVALS OF AT MOST 20' IN ALL BUFFERS. ---- GAiI _,ft_ vl.+e_ �� CATcw BASrH _ RIM -OJ. J _- ----_-`----------- ---- -®_WATER GATE - PER 301.4.4 ` EXISTING CATCH BASIN 2' LATER SERVICE _ RIM -88.60 TO BE WITHIN A 4- SLEEVE OLD T O W NHO USE' ROAD 0 15 30 60 OUTLET TEE 1000 GAL IL t IlsuMvl I 6' CRUSHED STONE OR MWMWWMOM� COMPACTED BASE 1500 GALLON HOLDING TANK. H-20 FOR BOAT WASHDOWN. 1000 GALLON SETTLING TANK. 500 GALLON PUMP TANK BOAT WASHDOWN TO BE WATER ONLY PUMP AS REQUIRED FOR RECYCLE UNIT PROFI LE:NOT TO SCALE - LEGEND CONCRETE BOUND FOUND t WATER GATE -W- WATER L I NE O HYDRANT © GAS GATE -G- GAS LINE ® CATCH BASIN f_ UTILITY POLE W/ GUY WIRE -__- OHW - OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE OLD T O W NHO USE' ROAD 0 15 30 60 OUTLET TEE 1000 GAL IL t IlsuMvl I 6' CRUSHED STONE OR MWMWWMOM� COMPACTED BASE 1500 GALLON HOLDING TANK. H-20 FOR BOAT WASHDOWN. 1000 GALLON SETTLING TANK. 500 GALLON PUMP TANK BOAT WASHDOWN TO BE WATER ONLY PUMP AS REQUIRED FOR RECYCLE UNIT PROFI LE:NOT TO SCALE - LEGEND CONCRETE BOUND FOUND ® WATER GATE -W- WATER L I NE O HYDRANT © GAS GATE -G- GAS LINE ® CATCH BASIN - o UTILITY POLE W/ GUY WIRE -__- OHW - OVER HEAD WIRES -T- UNDERGROUND TELEPHONE LINE 440.4 EXISTING SPOT ELEVATION ---'-- EXISTING CONTOUR 40.40 PROPOSED SPOT ELEVATION RUNOFF DIRECTION TYPE 1-1 BITUMINOUS CONCRETE 4t iff R Nt( 1�y 2' BINDER COURSE. I' TOP COURSE 1•1 fT' "y 8.5' DENSE GRADED CRUSHED STONE.*L7�•° OR 12' GRAVEL BASEL LRL` t PA /EMENT DETAIL �� 7�0 �•--, /9 � 7 NO SCALE �l / P L A L A /\/O 92 OLD T0W/VHOUSE ROAD : MAP 87. PARCEL 28 SOUTH YAR"OL/ "A P RE -PA R ED FOR : FRANC/ S R / CHARD DRY DOCK MAR / /VE SCAL E : / " - 30 ' MARCH 23 . 2007 REVISED: MAY 14. 2007 REVISED: AUGUST 9. 2007 REVISED: JUNE 12. 2007 REVISED: JUNE 26. 2007 EAGLE SURVEYING, INC COM _ 923 Rout6A FIL ; i e � Yarmouthport MA. 02675 (508) 362-8132 ( 508) 432-5333 \ JOB tIO: 07-002 FIELD: CFW/EEK CALC: SAH/CFW CHECK: CFW GRN: SAH