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Home My WebLink About83-2000LD scoff, �6 Linn �Aovir,i1yk ■ Complete items 1, 2,1 1*..Gr-X a'.. 7.�.1t U. Rem 4 if Restricted De1-1 , C+1 1 y 11 ■Print your name and z S , so that we can return Lr1 7.r <CST IN Attach this card to the ra - - or on the front if spat E, '>� 1. Article Addressed to: rU ru Postage $ M Certified Fee 1 o Cnc ''1'�� C3 4a I � Rehm Receipt Fee (Endorsement Required) M Ln Breuslen ResnO Delivery Fee) (Endorsement Required) , ra Total Postage 8 Fees .CID Here O Sent To L� 2. Article Number r- orrPO13a t. O.' or PO Bar Na. mnsrerlmmsen1cu at (r ----- -----------. G'ry, Siete, Z%P}4 PS Form 3811, Februa 0 erchandise 6 lyes i5-02 -M -154a Commission will conduct public hear- mgs pursuant M the LMChaa er SOUS Wetland Act, pp� Section 40 andatwe Ch p erY143uon Wetland By- ter 1 at the Thursday August. 7, Yarmouth8utYarmouutth cMA be, n 9 st R0 p.m. for the following me tars: Applicability Susan Determination Of o8 Brewster Road, West Yarmouth, tvtA conduct bulkhead maintenance on mill ,Creek - Notice of Intent, Ray,On moualbni�1A8 Pilgnm Road, West . nces raze and rebuild an existing single H' hiln land Seltubject to Coastal teriStorm Flowage Plans and applications for the above may be examined in the Yarmouth Conservation Commission Office 1148 Route 28, South Yarmouth MA. Monday thru Friday, between the hours of 9:00 a.m. and 4:00 P.M. Ed Hoopes, Chairman Yarmouth Commission ADk13154009 The Register 7!31114 to Nil, E NOFAVI;' 9 zAN D,np e : may 7.r <CST ¢If, ofof De very G L .., ..b Cnc -- 1 erchandise 6 lyes i5-02 -M -154a Commission will conduct public hear- mgs pursuant M the LMChaa er SOUS Wetland Act, pp� Section 40 andatwe Ch p erY143uon Wetland By- ter 1 at the Thursday August. 7, Yarmouth8utYarmouutth cMA be, n 9 st R0 p.m. for the following me tars: Applicability Susan Determination Of o8 Brewster Road, West Yarmouth, tvtA conduct bulkhead maintenance on mill ,Creek - Notice of Intent, Ray,On moualbni�1A8 Pilgnm Road, West . nces raze and rebuild an existing single H' hiln land Seltubject to Coastal teriStorm Flowage Plans and applications for the above may be examined in the Yarmouth Conservation Commission Office 1148 Route 28, South Yarmouth MA. Monday thru Friday, between the hours of 9:00 a.m. and 4:00 P.M. Ed Hoopes, Chairman Yarmouth Commission ADk13154009 The Register 7!31114 Agent Addressee rY�i'�K tlr Tr7�-�✓ r > ♦� ofof De very G L .., Cnc -- Postmark Here erchandise 6 lyes i5-02 -M -154a Commission will conduct public hear- mgs pursuant M the LMChaa er SOUS Wetland Act, pp� Section 40 andatwe Ch p erY143uon Wetland By- ter 1 at the Thursday August. 7, Yarmouth8utYarmouutth cMA be, n 9 st R0 p.m. for the following me tars: Applicability Susan Determination Of o8 Brewster Road, West Yarmouth, tvtA conduct bulkhead maintenance on mill ,Creek - Notice of Intent, Ray,On moualbni�1A8 Pilgnm Road, West . nces raze and rebuild an existing single H' hiln land Seltubject to Coastal teriStorm Flowage Plans and applications for the above may be examined in the Yarmouth Conservation Commission Office 1148 Route 28, South Yarmouth MA. Monday thru Friday, between the hours of 9:00 a.m. and 4:00 P.M. Ed Hoopes, Chairman Yarmouth Commission ADk13154009 The Register 7!31114 ACCESS COVERS MUST BE WITHIN INSPECTION 6' OF FINISH GRADE PORT 13.0 FIRST 2' TO BE LEVEL? GAS 9' MINIMUM. INVERT ELEVATIONS: DESIGN CRITERIA: GENERAL NO TES : 3' MAXIMUM COVER INVERT AT BUILDING: 9.0 DESIGN FLOW.- 2 BEDROOMS. DESIGN FOR GAS LINE CLEAN SAND BACKFILL INVERT IN SEPTIC TANK: 8.5 3 BEDROOMS MINIMUM AT 110 G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION AROUND AND 2' OVER CHAMBERS INVERT OUT SEPTIC TANK: 8.25 BEDROOM EOUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING -(-40.4 8.0 TDP OF WALL INVERT IN DIST. BOX: 7.47 =_E PURPOSES ONLY. SOIL ABSORPTION SYSTEM REOUIRED: S' BLOCK RETAINING INVERT OUT DIST. 80X: 7.3 NO GARBAGE GRINDER DESIGN PERC RATE ( 5 MIN/INCH BOARD OF HEALTH REGULATIONS. WALL. TO BE APPROVED GROUNDWATER. EL -1.82 (2.8 NGVD) SOIL TEXTURAL CLASS - 1 EFFLUENT LOADING RATE - 0 74 GPD/SF 2. VERTICAL DATUM IS NAVD 88. FOR BENCH MARKS \ BY ENGINEER INVERT IN LEACH CHAMBER: 7.18 SEPTIC TANK REQUIRED: SET, SEE SITE PLAN. GRAVEL DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION 6 9 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE r14 6 OUTLET6.01. 25 OUlCK 4 PLUS STANDARD LP CONCRETE BOUND a: ' 473 S.F. x 0.74 - 350 GPD 5.0 MIN BY DRIVE BOTTOM OF LEACH CHAMBER. 330 G.P.D. X 200x - 660 GAL. � GAS LINE D BOX INFILTRATOR CHAMBERS 1N BED FORMATION APPROVED EOUAL . -0 LIGHT POST ao MIL POLY AREA HIGH GROUND WATER: 1.82 SEPTIC TANK PROVIDED: 1500 GAL. MIN. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND 1500 GAL H-20 PIT DATAB VAPOR BARRIER OBSERVED GROUND WATER: 1.45 -(-40.4 MAINTENANCE OF THE SEPTIC SYSTEM SHALL SEPTIC TANK 6' CRUSHED STONE OR - 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED =_E BOTTOM OF TEST HOLE sl: 0.7 SOIL ABSORPTION SYSTEM REOUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL COMPACTED BASE FOR LOCATION OF UNDERGROUND UTILITIES. AREA NIGH DESIGN PERC RATE ( 5 MIN/INCH BOARD OF HEALTH REGULATIONS. � PROFILE :NOT TO SCALE \ GROUNDWATER. EL -1.82 (2.8 NGVD) SOIL TEXTURAL CLASS - 1 EFFLUENT LOADING RATE - 0 74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER VARIANCES REQUIRED: TITLE 5. MAXIMUM FEASIBLE COMPLIANCE SECTION 15.211:(11 MINIMUM SETBACK DISTANCES 10' IS REQUIRED BETWEEN THE SEPTIC TANK AND THE FOUNDATION, 7' IS PROVIDED. A 3' VARIANCE IS REQUESTED. 4.7_ BM. TOP OF CB £L -5.6r NAVD 88 Sort REMOVAL E \ SEE NOTE 10,10. .A ENTIRE LOT FALLS WITHIN FLOOD ZONE AE (EL 12) LEWIS BAY \� LOCUS MAP 0 1020 OBSERVED 330 GPD / 0.74 GPD/SF - 446 S.F. REOUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER - GROUNDWATER. EL -1.45 (2.43 NGVD) THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- , 9.9 STANDING H-20 WHEEL LOADS. + Du/cK 4 CHAMBER PROVIDED: 25 QUICK 4 PLUS STANDARD LP CLEAN SAND BACKFILL - BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER AROUND AND 2' OVER CHAMBERS TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE EXISTING DWELLING AND GARAGE TO BE INFILTRATOR CHAMBERS. 100'x 4.73 SF/FT - CONCRETE BOUND a: ' 473 S.F. x 0.74 - 350 GPD O 5, ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR -G- GAS LINE - OHW- APPROVED EOUAL . -0 LIGHT POST -E- UNDERGROUND ELECTRIC LINE -T- SOIL TEST PIT DATAB UNDERGROUND CABLEVISION LINE -(-40.4 SPOT ELEVATION ........ 40 ---- ..• 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED =_E PROPOSED CONTOUR INDICATES V INDICATES PRECAST CONCRETE OR APPROVED POLYETHYLENE. FOR LOCATION OF UNDERGROUND UTILITIES. PERCOLATION = OBSERVED 4.7 TEST GROUNDWATER CLEAN SAND BACKFILL - BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER AROUND AND 2' OVER CHAMBERS TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE EXISTING DWELLING AND GARAGE TO BE LEGEND ® CB CONCRETE BOUND -W- WATER LINE O HYDRANT -G- GAS LINE - OHW- OVER HEAD WIRES -0 LIGHT POST -E- UNDERGROUND ELECTRIC LINE -T- UNDERGROUND TELEPHONE LINE - CTV- UNDERGROUND CABLEVISION LINE -(-40.4 SPOT ELEVATION ........ 40 ---- ..• EXISTING CONTOUR 41-01 PROPOSED CONTOUR B LOAMY R SAND 5/8 FOR LOCATION OF UNDERGROUND UTILITIES. 30' ----------- 4.7 C1 COARSE IOYR \ SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE SAND AND 5/8 LEGEND ® CB CONCRETE BOUND -W- WATER LINE O HYDRANT -G- GAS LINE - OHW- OVER HEAD WIRES -0 LIGHT POST -E- UNDERGROUND ELECTRIC LINE -T- UNDERGROUND TELEPHONE LINE - CTV- UNDERGROUND CABLEVISION LINE -(-40.4 SPOT ELEVATION ........ 40 ---- ..• EXISTING CONTOUR 41-01 PROPOSED CONTOUR TP +I OUTLET. 0. HORIZON TEXTURE COLOR 7.2 A LOAMY IOYR 'DIG SAND 3/3 7. BEFORE CONSTRUCTION CALL -SAFE'. 22' - - - - - - - - - - - - - - - 5.4 I -888 -DIG -SAFE AND THE LOCAL WATER DEPT. B LOAMY R SAND 5/8 FOR LOCATION OF UNDERGROUND UTILITIES. 30' ----------- 4.7 C1 COARSE IOYR 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE SAND AND 5/8 GRAVEL DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE 42' CONSTRUCTION INSPECTIONS. 69' _ 1.45 9. EXISTING CESSPOOLS TO BE LOCATED, PUMPED DRY, REMOVED AND BACKFILLED. 78 0.7 !0. ALL UNSUITABLE MATERIAL (A 6 B HORIZONS) - DATE: JULY 16. 2044 ENCOUNTERED BELOW THE INVERT OF THE LEACHING TEST BY: STEPHEN HAAS WITNESSED BY: AMY VONHONE FACILITY TO BE REMOVED FOR A DISTANCE OF 5' PERC RATE: ( 2 MIN/INCE AROUND AND REPLACED WITH SAND IN ACCORDANCE __.._. WITH TITLE s. If. NO DETERMINATION HAS BEEN MADE AS TO l4. ALL SURFACE RUNOFF TO BE DIRECTED TO SWALES COMPLIANCE WITH DEED RESTRICTIONS OR ZONING ALONG THE PROPERTY LINE. REGULATIONS. IT SHALL REMAIN THE CLIENTS RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL ls. ALL ROOF RUNOFF TO BE DIRECTED TO SUITABLY PERMITS, VARIANCES ETC. FOR THIS PROJECT. SIZED DRYWELLS OR STONE TRENCHES ALONG THE DRIP LINE. 12. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR l6. THE DRIVEWAY SHALL BE CONSTRUCTED OF PERVIOUS LOCATION ONLY AND SHALL BE DESIGNED IN ACCORDANCE WITH STANDARD PRACTICE. MATERIALS SUCH AS CRUSHED STONE. GRAVEL. SEASHELLS OR OTHER SIMILAR MATERIALS. THIS I$ l3. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY AN ON-GOING, IN PERPETUITY CONDITION THAT DOES TO HAVE THE PROPOSED BUILDING FOUNDATION NOT EXPIRE WITH ISSUANCE OF THE CERT OF COMP. DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. S / TE PLAN OF LAND 18 PILGRIM ROAD. MAP 29. PARCEL 121 WE'S T YARMOUTH . MA . PREPARED FOR: RAYMOND CA TAI ON/ SCALE': 1 20* J U L Y 2 1 _;'O 1 4 RMSEDF�AOGUST -6.-'2014 "(NOTES:.,_DRIVEWAY)— STEPHEN A. HAAS ENGINEERING, INC 923 Route 6A Ya rrrio u t h po r t MA . 02676 ( 508 ) 362-8132 JOB NO: 14-042 A_�Adj p,A '��cxO %S - 2000 ACCESS COVERS MUST BE WITHIN INSPECTION 9- MINIMUM. INVERT ELEVATIONS: 5. DESIGN CRITERIA: GENERAL NO TES : 6- OF FINISH GRAD 6.9 PORT 3' MAXIMUM COVER OVER HEAD WIRES # LIGHT POST D-BOX40 INFILTRATOR CHAMBERS 1N BED FORMATION 13.0 FIRST 2' 70 INDICATES s_ /ND ICA TES PERCOLATION _ OBSERVED INVERT AT BUILDING: 9•0 DESIGN FLOW: 2 BEDROOMS. DESIGN FOR 1.82 SEPTIC TANK PROVIDED: 1500 GAL. MIN. BE LEVEL CLEAN SAND BACKFILL INVERT IN SEPTIC TANK: 8.5 3 BEDROOMS MINIMUM AT !!O G.P.D. PER I. THIS PLAN 1S FOR THE DESIGN AND CONSTRUCTION ff�ffAROUND MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL AND 2' OVER CHAMBERS INVERT OUT SEPTIC TANK: 8.25 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING 9.66 4' DIAM PIPE 8.6 8.0 TOP OF WALL INVERT IN DIST. 80X: 7.47 5.4 PURPOSES ONL Y. 6 8.25 7.3 BLOCK RETAINING 3.3' 5' WALL. TO AI APPROVED INVERT OUT DIST. 80X: 7.3 NO GARBAGE GRINDER 9.0 . DAs $$far 7 6.9 BY ENGINEER INVERT IN LEACH CHAMBER: 7.18 - - - -- - --- - - - - -- 2. VERTICAL DATUM IS NAVD 88. FOR BENCH MARKS B.5 BAFFLE 7.47 18 CI COARSE IOYR SAND AND 5/8 SEPTIC TANK REQUIRED: SET. SEE SITE PLAN. VARIANCES REQUIRED: TITLE 5. MAXIMUM FEASIBLE COMPLIANCE SECTION 15.211:(/) MINIMUM SETBACK DISTANCES !0' IS REQUIRED BETWEEN THE SEPTIC TANK AND THE FOUNDATION. 7' IS PROVIDED, A 3' VARIANCE IS REQUESTED. 9 25 OUJCK 4 PLUS6STANDAa4 y�`- D-80 LP INFILTRATOR CHAMBERS I / 4. 7 BM. TOP OF CB EL -5.61 NAVO 88 % L L 7. +8.7 7 J7.9+ r / +L5 \ EFFLUENT LOADING RATE - 0.74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER \ OBSERVED 330 GPD/ 0.74 GPD/SF - 446 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER GROUNDWATER. EL -1.45 (2.43 NGVD1 THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- ` QUICK 4 CHAMBER- PROVIDED. 25 QUICK 4 PLUS STANDARD LP STANDING H-20 WHEEL LOADS '1 /10-, 1500 GALLON \ SEPTIC TANK I 1 I I I I r r r syr a 411 Fo of \ a I \\ \ \ +9.3 \L`QT 45 5.399+ S.F. \ / 0- \ O /sT 00, k� c2 SOIL REMOVAL SEE NOTE 10. � \6 5. L ODUS- Wt` AROU-AND 2,yL OVER ND CHAMBERS +10.4 N \ I � t \ TING UNG AND \ AND GARAGE TO i0 8E PEMOVED \ ca \ \ v \ 8.4 ` r •Ob o �8, :. F ` 5. ENTIRE LOT FALLS WITHIN FLOOD ZONE AE (EL 12) 0 10 20 p{ N c! O 5�O tip +7.2 Qe° ye° ro QO Q , UP ` 40 5. I INFILTRATOR CHAMBERS. 100'x 4.73 SF/FT - 6 OUTLET 25 QUICK 4 PLUS STANDARD LP CONCRETE BOUND 3 is 473 S.F. x 0.74 - 350 GPD 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR 6.01, 5.0 MIN BY DR/V£ BOTTOM OF LEACH CHAMBER: 6.9 330 G.P.D. X 200% - 660 GAL. OVER HEAD WIRES # LIGHT POST D-BOX40 INFILTRATOR CHAMBERS 1N BED FORMATION SEPTIC TANK AND D -BOX SHALL BE REINFORCED -T- INDICATES s_ /ND ICA TES PERCOLATION _ OBSERVED - CTV- MIL POLY AREA HIGH GROUND WATER: 1.82 SEPTIC TANK PROVIDED: 1500 GAL. MIN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND 1500 GAL H-20 SEPTIC TANK CRUSHED STONE OR a VAPOR BARRIER OBSERVED GROUND WATER: BOTTOM OF TEST HOLE s1: 1.45 0.7 SOIL ABSORPTION SYSTEM REQUIRED: MAINTENANCE OF THE SEPTIC SYSTEM SHALL CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL CO COMPACTED BASE AREA HIGH SAND 3/3 DESIGN PERC RATE < 5 MIN/INCH BOARD OF HEALTH REGULATIONS. BEFORE CONSTRUCTION CALL -DIG-SAFE'. 22 -- - - - - - - - - - - - - - - - 5.4 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. PROF I L E :NOT = GROUNDWATER. EL -I.82 (1.8 NGVD) _ SOIL TEXTURAL CLASS - I TO SCALE \ FOR LOCATION OF UNDERGROUND UTILITIES. 30' - - - -- - --- - - - - -- 4.7 VARIANCES REQUIRED: TITLE 5. MAXIMUM FEASIBLE COMPLIANCE SECTION 15.211:(/) MINIMUM SETBACK DISTANCES !0' IS REQUIRED BETWEEN THE SEPTIC TANK AND THE FOUNDATION. 7' IS PROVIDED, A 3' VARIANCE IS REQUESTED. 9 25 OUJCK 4 PLUS6STANDAa4 y�`- D-80 LP INFILTRATOR CHAMBERS I / 4. 7 BM. TOP OF CB EL -5.61 NAVO 88 % L L 7. +8.7 7 J7.9+ r / +L5 \ EFFLUENT LOADING RATE - 0.74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER \ OBSERVED 330 GPD/ 0.74 GPD/SF - 446 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER GROUNDWATER. EL -1.45 (2.43 NGVD1 THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH- ` QUICK 4 CHAMBER- PROVIDED. 25 QUICK 4 PLUS STANDARD LP STANDING H-20 WHEEL LOADS '1 /10-, 1500 GALLON \ SEPTIC TANK I 1 I I I I r r r syr a 411 Fo of \ a I \\ \ \ +9.3 \L`QT 45 5.399+ S.F. \ / 0- \ O /sT 00, k� c2 SOIL REMOVAL SEE NOTE 10. � \6 5. L ODUS- Wt` AROU-AND 2,yL OVER ND CHAMBERS +10.4 N \ I � t \ TING UNG AND \ AND GARAGE TO i0 8E PEMOVED \ ca \ \ v \ 8.4 ` r •Ob o �8, :. F ` 5. ENTIRE LOT FALLS WITHIN FLOOD ZONE AE (EL 12) 0 10 20 p{ N c! O 5�O tip +7.2 Qe° ye° ro QO Q , UP ` 40 5. I INFILTRATOR CHAMBERS. 100'x 4.73 SF/FT - E C8 CONCRETE BOUND 3 is 473 S.F. x 0.74 - 350 GPD 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR r_ -G- APPROVED EQUAL. SOIL TEST PIT DATAe V_m OVER HEAD WIRES # LIGHT POST 6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED -T- INDICATES s_ /ND ICA TES PERCOLATION _ OBSERVED - CTV- PRECAST CONCRETE OR APPROVED POLYETHYLENE. TEST - GROUNDWATER SPOT ELEVATION BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER TP s! 1401 TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE HORIZON TEXTURE COLOR 0' 7.2 OUTLET. A LOAMY IOYR SAND 3/3 7. BEFORE CONSTRUCTION CALL -DIG-SAFE'. 22 -- - - - - - - - - - - - - - - - 5.4 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT. LOAMY I B SAND 5/8R FOR LOCATION OF UNDERGROUND UTILITIES. 30' - - - -- - --- - - - - -- 4.7 CI COARSE IOYR SAND AND 5/8 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE GRAVEL DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE 42' CONSTRUCTION INSPECTIONS. 69 1.45 9. EXISTING CESSPOOLS TO BE LOCATED. PUMPED DRY, REMOVED AND BACKFILLED. 78' 0.7 IO. ALL UNSUITABLE MATERIAL IA 6 B HORIZONS) DATE: JULY l6. 2014 TEST BY: STEPHEN HAAS ENCOUNTERED BELOW THE INVERT OF THE LEACHING WITNESSED BY: AMY VONHONE FACILITY TO BE REMOVED FOR A DISTANCE OF 5' PERC RATE: t 2 MINIINCH AROUND AND REPLACED WITH SAND IN ACCORDANCE WITH TITLE 5. It. NO DETERMINATION HAS BEEN MADE AS TO l4. ALL SURFACE RUNOFF TO BE DIRECTED 70 SIVALES COMPLIANCE WITH DEED RESTRICTIONS OR ZONING ALONG THE PROPERTY LINE. REGULATIONS. IT SHALL REMAIN THE CLIENTS /5. ALL ROOF RUNOFF TO BE DIRECTED TO SUITABLY RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL PERMITS, VARIANCES ETC. FOR THIS PROJECT. SIZED DRYWELLS OR STONE TRENCHES ALONG THE DRIP LINE. 12. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR !6. THE DRIVEWAY SHALL BE CONSTRUCTED OF PERVIOUS LOCATION ONLY AND SHALL BE DESIGNED IN ACCORDANCE WITH STANDARD PRACTICE. MATERIALS SUCH AS CRUSHED STONE, GRAVEL. SEASHELLS OR OTHER SIMILAR MATERIALS. THIS IS l3. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY AN ON-GOING. IN PERPETUITY CONDITION THAT DOES TO HAVE THE PROPOSED BUILDING FOUNDATION NOT EXPIRE WITH ISSUANCE OF THE CERT OF COMP. DESIGNED TO ACCOUNT FOR THE EXISTING GRADE AND SOIL CONDITIONS AT THE LOCATION OF THE PROPOSED BUILDING. LEGEND E C8 CONCRETE BOUND -W- WATER LINE 0 HYDRANT -G- GAS LINE OHW- OVER HEAD WIRES # LIGHT POST __E- UNDERGROUND ELECTRIC LINE -T- UNDERGROUND TELEPHONE LINE - CTV- UNDERGROUND CABLEVISION LINE -1-40.4 SPOT ELEVATION .- -•--40------- EXISTING CONTOUR 1401 PROPOSED CONTOUR S l TE PLAN OF LAND 18 PILGRIM ROAD. MAP 20 PARCEL 121 WEST YARMOUTH. MA. PREPARED FOR: RA YMOND CA TAL ON/ SCALE : 1 - 20 .)UL Y 2 1 2014 -.-_ .. .: eEVISED: AUGUST 6:..20 I4 (NOTES. DRIVEWAY) STEPHEN A. HAAS E N C I NEER I N G, INC ti;-gAc3 923 Route 6A Yrmouthport MA. 02675 ��i(SOB) 362-8 1 32 r�1as) JOB NO: 14-042 I \ \ /