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HomeMy WebLinkAboutBLD-18-001737SOIL TEST PIT DATA 3" EL 2.9 2" EL 1.5 LOCUS INFORMATION NOT TO SCALE r !_9 M LICENSED SOIL EVALUATOR: KIERAN J. HEALY, SE v FIELD cn No.38039 wao CURRENT OWNER: BRIAN do JUDITH BADRIGIAN TEST PIT TP -1 TEST PIT TP -2 ONSITE SOIL EVALUATION R-25 NOTICE OF INTENT GRD. EL 5.9 GRD. EL 6.1 TITLE REFERENCE: CERT. 187053 SHGW EL 1.5 SHGW EL 1.5 DATE- OCTOBER 20, 2014 PLAN REFERENCE: LCP 16770-C, LOT 16A EL 5.2 EL 3.4 EL 3.1 EL 1.5 EL (-0.6) Cl (-21) EL 5.0 30" BSC GROUP, INC. 3" EL 2.9 2" EL 1.5 8" EL (-0.3) &" r !_9 M TEST BY: BSC GROUP, INC. ASSESSORS MAP: 15 NOT A ZONE 11 WITNESSED BY: PHIL RENAUD, BOH. PARCEL:- 3 LICENSED SOIL EVALUATOR: KIERAN J. HEALY, SE v FIELD cn No.38039 wao 14" PROFESSIONAL LAND SURVEYOR ZONING DISTRICT: R-25 NOTICE OF INTENT PERCOLATION RATE: < 2 MINS.ANCH SETBACKS: FRONT VARIES (30% RULE) SOIL CLASS: CLASS 1 NO. SIDE 15' L.TA.R.: 0.74 GPD/S.F. GROUNDWATER REAR N/A 1 1 MINIMUM LOT SIZE: 25,000 S.F. 25001 CO588 J, REVISED JULY 16, 2014 LEGEND EX. TOTAL LOT AREA: 8,687± S.F. . 37" PROP. BLD. / DECK: 2,161± S.F. UNSUITABLE ESTIMATED NITROGEN SENSITIVE Mr. BRIAN BADRIGIAN 77" SEASONAL HIGH GROUNDWATER 1 ADJUSTMENT PROPOSED DRAINAGE AREA PROPOSED TP1 cin 'N 1 DEPTH TO OBSERVED WATER 8.1 2) FLOOD VENTS�, v: MEAN HIGH WATER 1.5 (TYP) BOT. 7.3 Zr 1 OBSERVED WATER - L=am)-- 27.7' 1 PROPOSED CS 1 1 $ ILD G CK L1 DRIVEWAY 1 ' JN 100' BUFFER TO77 •- - 15. ' r L t E 1 QC 5-tOAS TAt DUNE ARC 36 CHAMBER AND DETAILS FOR DRAINAGE ► p•S�rtF k 1 1 1 NOT TO SCALE V5 q 1 A INSTALLED$ LENGTH 60 15.7 ' - - glut FUK I t,UUMCK F'U51 tNU 1114 vu'% i HEIGHT NOT TO SCALE SIDE VIEW END CAP FRONT VIEW END CAP SIDE VIEW 40 Mil POLY LINER CAP UNIT ADHERES TO TOP UNIT COMMON BACKFILL W/VERSA-LOK CONCRETE ADHESIVE OR APPROVED EQUAL EL 9.0 ilk MOSAIC PANEL HEIGHT 10 VERSA-LOK OR ` . ' . ' • ' `.: SELECT FILL MEETING APPROVED EQUAL ~ ''" THE REQUIREMENTS OF CONCRETE UNITS 310 CMR 15.255(3) (COBBLE, ACCENT AND STANDARD UNITS) EL 6.8-7.1 ; , • ;••: y %= VERSA-LOK OR APPROVED EQUAL .:: -I - - - STANDARD UNIT (BASE COURSE) i III IIID I 1 1 - GRANULAR LEVELING PAD MIN. 6" THICK DISTURBANCE AREA 0-100' TO WETLANDS: 0 S.F. WITHIN LSCSF: 7,800± S.F. STRUCTURE (WALL) WITHIN 0-50' TO COASTAL DUNE: 60* S.F. EXISTING STRUCTURE (DWELLING) 50'-100' TO COASTAL DUNE: 745* S.F. PROP. STRUCTURE (DWELLING -WALL) 50'-100' TO COASTAL DUNE: 1,525* S.F. Z 1 fq'DWELIJNGE rf `a r,d Zit i C) 7.5 �`TOF i 1 1ftAWL 2 �/ *? p '1, 1 PROPOSED j 4° PATIO c" r r GYyi x.`y S k 'max g b Q zt a f 0 AS nm i t5Y i - - � GA w k R s ~ 93 CG €i3 M STT f S z k '��'", `u'� ,�, - . a 'ray, 5 $,gt `' ,"L� a •-' 3n. e t �+ a"a*�'-£ 1 1 1 a:J,x�e�- • '- to 1 ' 'KLLe«"Sab4.* 5;� 't.. 4'` <s ° £ r 'fir t, ,� Z , s+ i }:., - 0 - � pk 1 r RAI s ® o i 1 °1eG�, /� N, / v CO* I 1 ,q \ 1 � � 1 50' BUFFER TO 1 ��� - I 11.E 1 ' COASTAL RUNE 1�- PROPOSED WATER �V4z�O- r SERVICE TO BE I Sg 1 TP 1 SLEEVED WITHIN 10' OF LEACHING AREA �� S DB 0MAP 71' PARCEL52 111 0' j j \ N/F N� 1 .0 co L4 \ CORE VENTURES LLC 40 POWERS LANE I I N 7 !PROPOSED \� SEASIDE ROSE OBSERVATION c ' / 3' ON CENTER OBSE PROPOSED NATIVE �•`-•��'- RE ININ WA .,•,,..�-• - "' � � � COASTAL GRASSLAND BENCHMARK _ 2'_3 HIGH N8 8,3Q 93.92' = _ ` _ _ PROPOSED HABITAT. 470± S.F. TOP OF CONCRETE TWEE h M _ I 1,500 GALLON BOUND. ELEVATION S - 5' OVERDIG do SEPTIC TANK 7.90 NAD -88 I _ / REMOVAL x 6.1 X-6 / UNSUITABLE TABLE MATERIALS CD . PRrPOSED (32) 40 MIL IMPERMEABLE ADS ARC 36 LEACHING LINER FROM CHAMBERS (1'YP.) EL 5.5 TO EL 8.0 f , \ WATER LINE TO BE CUT / LANE CAPPED DURING CONSTRUCTION WERS \ NEW SLEEVED LINE TO BE INSTALLED PC V Y(40 -WIDE) STEPS TO ACCESS WALK TO - BUILDING. CONTRACTOR TO CONFIRM INSTALLATION OWNER PRIOR TO INSTION _ _ _ _ �. _. - -- "" Uh1tT OF COASTAL DUNE 50 BUFFER TO_,_ \ _ CDUNE - OASTAL I 1 _ / WOR MUST� TA, TOWN SYL M,// S G�GC�COdGD SEP 212017 HEALTH DEPT. 1 1 1 1 LIMIT OF COASTAL unE - -� 1 r- � I 1 28 MATERIALS -Z SEASONAL HIGH GROUNDWATER ZONE: NOT A ZONE 11 MAP 15 PARCEL 4 I LOCUS MAP (TO BE REMOVED) NOT TO SCALE �t10F � CRAIG A. v FIELD cn No.38039 wao FEMA FLOOD PROFESSIONAL LAND SURVEYOR N/FPM 1 TO ACCOMPANY A NOTICE OF INTENT 46 POWERS LANE ZONE DISTRICT: ZONE AE (EL 11) V.F. PROPERTIES REV. T. 1 (BARNSTABLE COUNTY) .�_ OBSERVED NO. AS SHOWN ON FLOOD INSURANCE RATE 41 DOHERTY LANE 1 1 PERCOLATION = GROUNDWATER 2 MAP COMMUNITY -PANEL NO. 1 1 TEST RANGE 25001 CO588 J, REVISED JULY 16, 2014 1 " 1 PREPARED FOR: Mr. BRIAN BADRIGIAN 77" WATERTOWN, MA 02472 badrigian@msn.com f ° g� ger �y ; BSC GROUP 30" 89.14' N 1 583`18' w I 1 97' 02673 508 778 8919 © 2015 BSC Group, Inc. SCALE: 1" = 10' 1 SEASONAL HIGH GROUNDWATER 1 ADJUSTMENT PROPOSED DRAINAGE AREA PROPOSED TP1 cin 'N 1 DEPTH TO OBSERVED WATER 8.1 2) FLOOD VENTS�, v: MEAN HIGH WATER 1.5 (TYP) BOT. 7.3 Zr 1 OBSERVED WATER - L=am)-- 27.7' 1 PROPOSED CS 1 1 $ ILD G CK L1 DRIVEWAY 1 ' JN 100' BUFFER TO77 •- - 15. ' r L t E 1 QC 5-tOAS TAt DUNE ARC 36 CHAMBER AND DETAILS FOR DRAINAGE ► p•S�rtF k 1 1 1 NOT TO SCALE V5 q 1 A INSTALLED$ LENGTH 60 15.7 ' - - glut FUK I t,UUMCK F'U51 tNU 1114 vu'% i HEIGHT NOT TO SCALE SIDE VIEW END CAP FRONT VIEW END CAP SIDE VIEW 40 Mil POLY LINER CAP UNIT ADHERES TO TOP UNIT COMMON BACKFILL W/VERSA-LOK CONCRETE ADHESIVE OR APPROVED EQUAL EL 9.0 ilk MOSAIC PANEL HEIGHT 10 VERSA-LOK OR ` . ' . ' • ' `.: SELECT FILL MEETING APPROVED EQUAL ~ ''" THE REQUIREMENTS OF CONCRETE UNITS 310 CMR 15.255(3) (COBBLE, ACCENT AND STANDARD UNITS) EL 6.8-7.1 ; , • ;••: y %= VERSA-LOK OR APPROVED EQUAL .:: -I - - - STANDARD UNIT (BASE COURSE) i III IIID I 1 1 - GRANULAR LEVELING PAD MIN. 6" THICK DISTURBANCE AREA 0-100' TO WETLANDS: 0 S.F. WITHIN LSCSF: 7,800± S.F. STRUCTURE (WALL) WITHIN 0-50' TO COASTAL DUNE: 60* S.F. EXISTING STRUCTURE (DWELLING) 50'-100' TO COASTAL DUNE: 745* S.F. PROP. STRUCTURE (DWELLING -WALL) 50'-100' TO COASTAL DUNE: 1,525* S.F. Z 1 fq'DWELIJNGE rf `a r,d Zit i C) 7.5 �`TOF i 1 1ftAWL 2 �/ *? p '1, 1 PROPOSED j 4° PATIO c" r r GYyi x.`y S k 'max g b Q zt a f 0 AS nm i t5Y i - - � GA w k R s ~ 93 CG €i3 M STT f S z k '��'", `u'� ,�, - . a 'ray, 5 $,gt `' ,"L� a •-' 3n. e t �+ a"a*�'-£ 1 1 1 a:J,x�e�- • '- to 1 ' 'KLLe«"Sab4.* 5;� 't.. 4'` <s ° £ r 'fir t, ,� Z , s+ i }:., - 0 - � pk 1 r RAI s ® o i 1 °1eG�, /� N, / v CO* I 1 ,q \ 1 � � 1 50' BUFFER TO 1 ��� - I 11.E 1 ' COASTAL RUNE 1�- PROPOSED WATER �V4z�O- r SERVICE TO BE I Sg 1 TP 1 SLEEVED WITHIN 10' OF LEACHING AREA �� S DB 0MAP 71' PARCEL52 111 0' j j \ N/F N� 1 .0 co L4 \ CORE VENTURES LLC 40 POWERS LANE I I N 7 !PROPOSED \� SEASIDE ROSE OBSERVATION c ' / 3' ON CENTER OBSE PROPOSED NATIVE �•`-•��'- RE ININ WA .,•,,..�-• - "' � � � COASTAL GRASSLAND BENCHMARK _ 2'_3 HIGH N8 8,3Q 93.92' = _ ` _ _ PROPOSED HABITAT. 470± S.F. TOP OF CONCRETE TWEE h M _ I 1,500 GALLON BOUND. ELEVATION S - 5' OVERDIG do SEPTIC TANK 7.90 NAD -88 I _ / REMOVAL x 6.1 X-6 / UNSUITABLE TABLE MATERIALS CD . PRrPOSED (32) 40 MIL IMPERMEABLE ADS ARC 36 LEACHING LINER FROM CHAMBERS (1'YP.) EL 5.5 TO EL 8.0 f , \ WATER LINE TO BE CUT / LANE CAPPED DURING CONSTRUCTION WERS \ NEW SLEEVED LINE TO BE INSTALLED PC V Y(40 -WIDE) STEPS TO ACCESS WALK TO - BUILDING. CONTRACTOR TO CONFIRM INSTALLATION OWNER PRIOR TO INSTION _ _ _ _ �. _. - -- "" Uh1tT OF COASTAL DUNE 50 BUFFER TO_,_ \ _ CDUNE - OASTAL I 1 _ / WOR MUST� TA, TOWN SYL M,// S G�GC�COdGD SEP 212017 HEALTH DEPT. 1 1 1 1 LIMIT OF COASTAL unE - -� 1 r- � I 1 28 SILVER LEAF LANE RADIO LANE POWERS LANE NANTUCKET SOUND LOCUS MAP LOCUS NOT TO SCALE �t10F � CRAIG A. v FIELD cn No.38039 wao CRAIG A. FIELD DATE PROFESSIONAL LAND SURVEYOR PLAN OF LAND' TO ACCOMPANY A NOTICE OF INTENT 46 POWERS LANE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) SITE PLAN JUNE 24, 2015 SIONSe NO. DATE DESC. 1 7/9/15 FOUNDATION MODIFICATION 2 8/12/15 COASTAL DUNE ADDED PREPARED FOR: Mr. BRIAN BADRIGIAN 89 MOUNT AUBURN ST, UNIT B WATERTOWN, MA 02472 badrigian@msn.com f ° g� ger �y ; BSC GROUP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2015 BSC Group, Inc. SCALE: 1" = 10' 0 5 10 20 Fm FILE: P:/prj/4986600/Civil/_Drawings/4986600-SEP.dwg DWG. NO: 6271-03 SHEET 1 OF 1 JOB. NO: 4-9866.00