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HomeMy WebLinkAbout83-1778-z ASS ,RI - (PUSUCAD oHE VftA&L _` ORE `ED SOF PAVEA/EayT �) I ® ONE E � �. ONE \ ONE _ qqtty� CB/DH 7 00• S81U I3o3s• m� Posr ONE 1 BTOPCOFMCONCRETE BOUND FND I E AND CSI �Fo I AIS < Ci I� NN LOT#42 N/F JOHN D. BARR & WENDY JANE NORTON ASSESSORS MAP 70 PARCEL 96 1 I HOUSE #29 I r DECK 1S 1 11� I ti CB/DH / FND i •W N Of QI 0 z I �e FENCE h V � % _ BITUMINOUS DRIVEWAY I \i I � AOF SE LOCATION OF SEPTIC SYSTEM � I(TO REMAIN) 1 LAMP I I � / I N !!`20� C P 1 STOOP �� \\ •6' 35' BUFFER TO CCrSTAL "I 'r \ � ••► 1 LOT#43 N lop `TOP Vf ASTA BANK �`'� •�--+•8�' •� / ZONE 'C' FLOOD ZONE A—AEL / 75.00• BVWI/1• • / N81.50'55"1V 1 , e / x 3.7 4 LOT 3.79 N/F KERAN LOCKHART ASSESSORS MAP 70 x 3.6 PARCEL 113 x 3.5 n 0001, / 0P "00 / / POr / hc� Aq / S�BUWI10 rESMjl P �t ESM#2 f 58150'35. / ESM#3 / / / ~ n h F FND /ESM#6 ESM#4 j 1 V-/ ESM#'5 08 ESM/7 1L , ESM/8 E; 2°/ i (HOUSE, GARA f evw'I"7 1 I / SALT MARSH LANDEJECT TO CdASTAL I ST RM FCQWAGE- , ` CI) f i / � o �l �T�3 / / If W N — — / O P cY s•vi 1 30,136tS.F AND TOTAL 2 NQT f / 2 / DONALD ADAMSON I LOTy44 111 i ' a1r, f ASSESSORS 70 PARCEL 94 I ( f z ESMf10 POST AND RAIL FENCEBVW/5/ 2 �— _ � __-- `' _--- r ,�,�� • ' / f � .111 j �edH— BVW#4 BVW#3 SALT MARSH ESMy11 x 3.6 x 3.4 x 3.4 EDGE OF SVW EXISTING LAS AREq x 3.4 CB/DH FND "ASS RD LOCUS NOT TO SCALE LOCUS INFORMATION LOCUS BASS RI WR CURREN'r OWNER: CLARA B. ADAMSON TITLE REFERENCE: CERT 138341 PLAN REFERENCE: L.C. 22604-A ASSESSORS MAP: 70 PARCEL: 95 ZONING DISTRICT: R-40 SETBACKS: FRONT 30' UP ¢ SIDE 20' — OHW — REAR 20' MINIMUM LOT SIZE: 40,000 S.F. EXISTING UPLAND: 23,214±S.F. EXISTING WET LAND: 8,114±S.F. STING TOTAL LOT AREA: 31,328±S.F. XISTING LOT COVERAGE: 2,131/23,214=9.2% E, SHED, DECK, PORCH) WATER LINE NITROGEN SENSITIVE LIMIT OF FLOOD PLAIN ZONE: NOT IN A ZONE II FEMA FLOOD ZONE "C" AND ZONE A-7(ELEV. 8) ZONE DISTRICT: PANEL 250015 0004 C DATED 6/17/86 AXIMUM LOT COVERAGE: 25% NOTES: 1. ELEVATIONS DEPICTED ON THIS PLAN ARE BASED ON THE NGVD 1929 DATUM. 2. TOP OF COASTAL BANK DEPICTED ON THIS PLAN WAS DETERMINED BY TOPOGRAPHY. 3. THE ENTIRE LOT IS WITHIN THE 200' RIVERFRONT SETBACK. 4. HATCHED AREAS REPRESENT EXISTING STRUCTURES LEGEND 50.9 X SPOT ELEVATION C.B. ® CATCH BASIN SM"j G SEWER MANHOLE LP LIGHT POLE UPL # UTILITY POLE / LIGHT UPLT* UTILITY POLE / LIGHT & TRANSFORMER UPT UTILITY POLE / TRANSFORMER UP ¢ UTILITY POLE — OHW — OVERHEAD ELECTRIC LINE o EHH ELECTRIC HANDHOLE ® CMET GAS METER —G— GAS LINE C.� GAS GATE WG ® WATER GATE —W— WATER LINE •—• — LIMIT OF FLOOD PLAIN =1 t k t MC GROTJP 349 Main Street, Unit D LIMIT OF FLOOD PLAIN & TOP OF 02673 COASTAL BANK s TOP OF COASTAL BANK ONLY 0 1.25 2.5 5 ME"M 0 5 10 20 rm I — — — BUFFER TO COASTAL BANK rs REVISIONS: NO. DATE DESC. I CERTIFY TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SURVEY AND AS SHOWN ON THIS PLAN ARE CORRECT. OF lei. .=.�s•� 3�6�0% PROFfSSIONAL LAND SURVEYOR DATE . PLAN TO ACCOMPANY A NOTICE OF INTENT AT #29 & #37 BASS RIVER ROAD IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) EXISTING CONDITIONS FEBRUARY 12, 2007 PREPARED FOR: DONALD ADAMSON 37 BASS RIVER ROAD SOUTH YARMOUTH, MA 02664 508-394-7028 =1 t k t MC GROTJP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 ME"M 0 5 10 20 rm PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 9169-EXC.DWG DWG. NO: 5760-01 SHEET 1 OF 3 JOB. NO: 4-9169.00 @• _—_ v �_ .TCL wog We mo Z oaomoo3 m 'S Hill ¢ O EcgF =gip v.:$ w i yW'LL� ,tE W N EOW"bm �Ym � Q`O m 0• '-BW C�� UC J FQU W cmo 3> EEO WypmtNy ' = a AlIF.?�COm m� >. o oper `g> �p ..LLC perp. O Al Upm mal.pn c° - Uwe U JZ6 .G. mN�O m J YN��Cp 4cOi'c >L ON Y^f F' ON prj �t7 S�mW O O mcm`mg=vi mri y Nc'p�md m� pm it U >-wa�:m8 r �� ea��mEE d >cl FL-3iUYETU�E w. dpdc�3n CaU>a CL -¢F 3 ZIIIRRR¢ W r 0000, 00010 /' 0p Ail'.400 / '0I ZS — VE --- / 49 \ — VW 10 B _ (PUBUC VARI a D U 4 D oHE �_ ow`EDGE OF PA I OHE `� � � 1 1• DB OHE CB/DH 7 00' VI 58150'35. I E / 0IUp / I l BENCH MARK I E 0e POST "� TOP 0 CONCRETE BOUND AND R / C v S .� / � I Q 0 N� Ci N LOT#42 N/F JOHN D. BARR & WENDY JANE NORTON ASSESSORS MAP 70 PARCEL 96 HOUSE #29 j 1 DECK ' 2 1 ( I i , /o �S CB/DF / FND I 1 I I I 1 17.55 NGVD-1929 I i FENCE E GOP J� A5 J ca' 0�/ ES 1 \ .00' S8150'35"E ESM#3 Ld LLI o /R\ -I� / F tiQ / OP m / J / iCg D H `PRO�1 SED `/ \ o C; Fay / / / % B / �SM6 ESM4 ( rr DRIVEWAY \ II / M v Q - GT / � �J N r / / l / / BB �( L" ES' 15 O / BITUMINOUS DRIVEWAY / EXISTIN¢ NLGROUND O!/r R00 RBAI ESM #7 U/ / SF ESM#8 ILAMP o / IB IB IF s Ili _ I 26' I ( - ` BVW# ' I I (Hou IB I"OPO AREA IB SF SAI / T MARSH BI PROPOSED 7 COT OVAIV 18 / DRY WELL / ,94 =S.F. I / 1 262' �i o D1jOP0 / J / \eW LR \ J j SR LAND S�BJECT TO CtbAS IF roP PROPOSED GARAGE \ \ / W ' STI(ERM EVC $WAG BAS_=VE.R RD LOCUS BASS R/VER LOCUS NOT TO SCALE LOCUS INFORMATION CURRENT OWNER: CLARA B. ADAMSON TITLE REFERENCE: CERT 138341 EXISTING TOTAL LOT AREA: PLAN REFERENCE: L.C. 22604—A ASSESSORS MAP: 70 23,214tS.F. PARCEL- 95 EXISTING WET LAND: ZONING DISTRICT: R-40 Sumpweed (Iva rutescens) SETBACKS: FRONT 30' Groundsel Tree (Baccharis hami olia) SIDE 20' 2 REAR 20' �S\=16.27 14p: roV \ `( _ / / , I ' 1 1 T) / / ( TOTAL LOT AREA WITHIN THE 200' RIVERFRONT=30,136tS.F. /I/\ 1 0 .' J NOTES: 3 _ IZPC/ I N R 2N�N/F a t DONALD ADAMSON L0T�43 � CLARA B. ADAMS y 1, If, ASSESSORS MAP70ASSESSORS MAP 74 a PARCEL 94PARCEL 95 -AA \ 30,136±S.F. UP T TAILOT#44 9 /'^ \\ \ V POST AND RAIL FENCE—O–�_ J /VW #5/ C \ ASTAL BANK B/ SB / \ _ ZONE 00 E _7 V BB EDGE C BB O0 ` /= 8VI SALT MARSH O ,� _ . d Imo" • • SB(D PROPOSED ALE O r--BWN#2 .� " (rm� � I 75.00'N81 BVW#1 �, y • � ' I / MINIMUM LOT SIZE: 40,000 S.F. Number OF LAND EXISTING TOTAL LOT AREA: 30,136tS.F. UPLAND TOTAL — EXISTING UPLAND: 23,214tS.F. (BARNSTABLE COUNTY) Beach Plum (Prunus m.artina) EXISTING WET LAND: 8,114tS.F. 2 Sumpweed (Iva rutescens) EXISTING TOTAL LOT AREA: 31,328tS.F. / Groundsel Tree (Baccharis hami olia) EXISTING LOT COVERAGE: 2,131/23,214=9.2% 2 E, GARAGE, SHED, DECK, PORCH) SB x 3.7 75.00' N81.50'S5%y EDGE PROPOSED LOT COVERAGE: 4,645/23,214=20.0% FIELD: D. GAZZOLO / J. McCARTIN J (HOUSE, GARAGE, DECK) OF BVW FILE: 9169—PLANT.DWG DWG. NO: 5760-01 NITROGEN SENSITIVE /f (� ZONE: NOT IN A ZONE II 3 gallon pots 6 FEMA FLOOD ZONE "C" AND ZONE A-7(ELEV. 8) 4 ZONE DISTRICT: PANEL 250015 0004 C DATED 6/17/86 8 MAXIMUM LOT COVERAGE: 25% 5 gallon pots �S\=16.27 14p: roV \ `( _ / / , I ' 1 1 T) / / ( TOTAL LOT AREA WITHIN THE 200' RIVERFRONT=30,136tS.F. /I/\ 1 0 .' J NOTES: 3 _ IZPC/ I N R 2N�N/F a t DONALD ADAMSON L0T�43 � CLARA B. ADAMS y 1, If, ASSESSORS MAP70ASSESSORS MAP 74 a PARCEL 94PARCEL 95 -AA \ 30,136±S.F. UP T TAILOT#44 9 /'^ \\ \ V POST AND RAIL FENCE—O–�_ J /VW #5/ C \ ASTAL BANK B/ SB / \ _ ZONE 00 E _7 V BB EDGE C BB O0 ` /= 8VI SALT MARSH O ,� _ . d Imo" • • SB(D PROPOSED ALE O r--BWN#2 .� " (rm� � I 75.00'N81 BVW#1 �, y • � ' I / 1. ELEVATIONS DEPICTED ON THIS PLAN ARE BASED ON THE NGVD 1929 DATUM. 2. TOP OF COASTAL BANK DEPICTED ON THIS PLAN WAS DETERMINED BY TOPOGRAPHY. 3. THE ENTIRE LOT IS WITHIN THE 200' RIVERFRONT SETBACK. 4. HATCHED AREAS REPRESENT EXISTING STRUCTURES 5. ALL ROOF DRAINS TO BE CONNECTED TO DRY WELLS PLANTING PALETTE Name Legend '0'1 � Number OF LAND AT #29 & #37 / — x 3.6 MASSACHUSETTS (BARNSTABLE COUNTY) Beach Plum (Prunus m.artina) PM ,\ 2 Sumpweed (Iva rutescens) I / / Groundsel Tree (Baccharis hami olia) e � 5 gallon pots 2 Shade Bush (Amelanchier canadensis) SB x 3.7 75.00' N81.50'S5%y EDGE Total PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN J DRAWN: P. HAGIST OF BVW FILE: 9169—PLANT.DWG DWG. NO: 5760-01 Area 2 — between the fence and the 10' buffer 7' o/c /f EXISTING LAWN Bayberry (Myrica ennsylvanica) f 3 gallon pots 6 Hi hbush Blueberry (Vaccinium car mbosum) AREA 3 gallon pots 4 Sweet Fern (Com Ionia ere rina) / 3 gallon pots 8 Swam Rose (galustries) f 5 gallon pots 4 Shadbush (Amelanchier canadensis) SB CB/DH 1 Total 3.79 LOT N/F 23 FND I \ KERAN LOCKHART ASSESSORS MAP 70 x 3.5 f I x 3.6 PARCEL 113 x 3.4 3 gallon pots 7 \ \ 3 gallon pots x 3.4 Bar Harbor Juni er (Juni erus glauca) \1'fc I 25 Total \ Area 4 — west side ofl ro ert I I 1. ELEVATIONS DEPICTED ON THIS PLAN ARE BASED ON THE NGVD 1929 DATUM. 2. TOP OF COASTAL BANK DEPICTED ON THIS PLAN WAS DETERMINED BY TOPOGRAPHY. 3. THE ENTIRE LOT IS WITHIN THE 200' RIVERFRONT SETBACK. 4. HATCHED AREAS REPRESENT EXISTING STRUCTURES 5. ALL ROOF DRAINS TO BE CONNECTED TO DRY WELLS PLANTING PALETTE Name Legend Size Number OF LAND AT #29 & #37 BASS RIVER ROAD Area 1 — within 10' of spartina patens (salt marsh) SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) Beach Plum (Prunus m.artina) PM 15-18 inches 2 Sumpweed (Iva rutescens) IF 5 gallon pots 4 Groundsel Tree (Baccharis hami olia) GT 5 gallon pots 2 Shade Bush (Amelanchier canadensis) SB 3-4 feet 3 Total PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN I 1 DRAWN: P. HAGIST CHECK: C. FIELD FILE: 9169—PLANT.DWG DWG. NO: 5760-01 Area 2 — between the fence and the 10' buffer 7' o/c JOB. NO: 4-9169.00 Bayberry (Myrica ennsylvanica) BB 3 gallon pots 6 Hi hbush Blueberry (Vaccinium car mbosum) HB 3 gallon pots 4 Sweet Fern (Com Ionia ere rina) SF 3 gallon pots 8 Swam Rose (galustries) SR 5 gallon pots 4 Shadbush (Amelanchier canadensis) SB 5 gallon pots 1 Total 23 Area 3 — below the fence Inkberr (Ilex glabra) I IB 3 gallon pots 7 Blue Pacific Quni erus conferta) or J 3 gallon pots 18 Bar Harbor Juni er (Juni erus glauca) 25 Total Area 4 — west side ofl ro ert Sweets ire Pink Sweet Pe erbush (Clethra alnifolia) C 9 Arrowwood (Viburnum burkwoodii), Winterthur (Nudum) V 9 Total 18 Area 5 — Assorted rhododendron English Roseum Rhododendron R 4 Lee Dark Purple Rhododendron R 2 Rhododendron Catawbiense Bousault — light blue R 12-15 inches 4 Rhododendron Chionoides — late white R 2 Total 12 Total 89 REVISIONS: NO. DATE DESC. PLAN OF LAND AT #29 & #37 BASS RIVER ROAD IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PLANTING PLAN APRIL 25, 2008 PREPARED FOR: DONALD ADAMSON 37 BASS RIVER ROAD SOUTH YARMOUTH, MA 02664 508-394-7028 BSC GP,0UP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2008 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 METERS 0 5 10 20 FM PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 9169—PLANT.DWG DWG. NO: 5760-01 SHEET 1 OF 1 JOB. NO: 4-9169.00 / 100000 / / �P P" P� �0 BASS RIVER RD N �- tn z F• LOCUS ACI BLEE MiRD - G� 0BVW100J4i(puBL/C AD 9 SASS } ! ESM;1 R/ R ONE --EDGE OF L -:t OREZ y 28 OHE ONE OHF LOCUS /q �E UP BENC MARK CB/DH 7 S81503S.E� I ORE _`�¢ \ll i / / f NOT TO SCALE TOP CONCRETE BOUND 0 POST AND R ELEV. 7.55 NGVD-1929 f tie FENCE OP / ESM;2 LOCUS INFORMATION S81750'35"E CURRENT OWNER: CLARA B. ADAMSON \ 1 / _ ESM;3 Cq TITLE REFERENCE: CERT 138341 �a / i F / W m/ e / PLAN REFERENCE: L.C. 22604-A / tg \ I UP / m / j FNH PROPDASSESSORS MAP: 70 bSED o / ESM ESM;4 DRIVEWAY "' o / o / j / / / PARCEL 95 g II ' $' /�^,°������•%l//// E�# ZONING DTRI N / DISTRICT: FRONT 30' TOOPOSED j /P//Y WELL E RSIDE 20' EAR 20'pR OCATI LOT# 2 / AOR PROXIMATE SEPTIC YSTEM� ,7 / '�/J/ \� / / Ao2 / / // MINIMUM LOT SIZE: 40,000 S.F. N/FJOHN D. BARR k , (TO REMAIN) / �� �/ / [- o°� / �/ / / 1, 4f, , EgB EXISTING TOTAL LOT AREA: 30,136tS.F. UPLAND TOTAL WENDY JANE NORTON / / / 14i' / - ASSESSORS MAP 70 LAMP 6 / ( EXISTING UPLAND: 23,214±S.F. PARCEL 96 \ I 1 ( z lI / EXISTING WET LAND: 8,114±S.F. j EXISTING TOTAL LOT AREA: 31,328tS.F. \ 17 - _/ ® I 26, ! I ` { H EXISTING LOT COVERAGE: 2,131/23.214=9.2% / 1 J t( OUSE, GARAGE, SHED, DECK, PORCH) ��uw;7OPOSED PLA NGS / /AV PROPOSED LOT COVERAGE: 4,645/23,214=20.0% SEE PLANT PALETTE- , / SANT MARSH i (HOUSE, GARAGE, DECK) 1 I / PROPOSED SHEE, 3) ® !/ / j DRY WELL / / / I NITROGEN SENSITIVE //L ZONE: NOT IN A ZONE II 2, 12x2 ` t I r l �1J FEMA FLOOD ZONE "C" AND ZONE A-7(ELEV. 8) JW 1 r s srt`e`�i"u• "3'.o- 6 ",S 6/17/86 LANDY19JEC; ro c ASTAL 1 d� ZONE DISTRICT: PANEL 250015 0004 C DATED Q3 [,,Y �','� s T ,� tk,:+. / lu t sRM FLOWA MAXIMUM LOT COVERAGE: 25% ro \ I!t 8 s x x 4Stit 0 �o i. ELEV9) / I (n TOTAL LOT AREA WITHIN THE 200' RIVERFRONT=30,136tS.F. u, " J N \ •F •V ` NOTES. �r ii v d n A [} = 1'r• u d 4 , h ° ���I ~ j 05 ,� �) s j 1. ELEVATIONS DEPICTED ON THIS PLAN ARE ma a z ti,, i' 1 j .lif. \ BASED ON THE NGVD 1929 DATUM. HOUSE ;29 yu ESM h f >€ ! N9 rq 2. TOP OF COASTAL BANK DEPICTED ON THIS s \ r 2v / x y+x . $ -r u,'^`,t-< �' r .r i i uS,w t ry.A �« s T �� J O 'tl ?a ; ear Y` .r Sar ' .Ft x , r' d' ' ! r PLAN WAS DETERMINED BY TOPOGRAPHY. PROPOSED 1�h�* u)3%"`.�r SFy hr as r„ ,"v'#r 7"x ,.n, w,F.i ..,FLLr v pq / q Y / O K -r Fat 2 a a+f �xi S' A DRY WELL ° h ` 5 <� >a r� a f' O o 0 mm v 3. THE ENTIRE LOT IS WITHIN THE 200' v£- i-5l'kfi T ` MJF U YENaM V O Q �VS3 In RIVERFRONT SETBACK. 16 i 6 6f M '> 1` �= lIl ` 4. HATCHED AREAS REPRESENT EXISTING STRUCTURES e 1- M L-"" '' E ,;. K�Y KF,;z ` * k +v 4.7' O V� �� 3 N % y'� �" Fd"'k's .3 txe O Q n, 2t o' ,k < _ ,s> a 5. ALL ROOF DRAINS TO BE CONNECTED TO DRY WELLS "s -4-c b''.`.+w�) A.V1116W r• h� 24.7 DISTURBANCE AREAS \ }2.� 8 F++§ '!' z� a* �,z tit ��� �� r p �• �� i 34.6' v�°u a `'m_ 35' BUFFER TOC STAL BANK ��p 0 PROPOSED DECK -\ t0� )� / ] j PROPOSED HOUSE WITHIN THE 100' RIVERFRONT=1,426tS.F. tul ( PROPOSED HOUSE AND DECK WITHIN THE 200' RIVERFRONT=4,645±S.F. kms► �b� 13 \ �^ o IL DECK 30)Z6±S.F AND TOTAL 2 /r / h ® RIVERFRONT AREAS N� ' LOT I ALTERATION WITHIN THE 100' RIVERFRONT -0 S.F. I O I DONALD ADAMSON 12 _ S a I ' 1 ( \�fi ASSESSORS MAP 70 ^� ( ALTERATION BETWEEN THE 100' AND 200' RIVER FRONT G \ { LOT,.',: + L0T;44 / ' lI PARCEL 94 ADDTOT�AC k349±S.F. If © \ "° \ 11 POST AND R C�' / BVW;5/ I l I Y / ESM;10 ��' ,- I / I LEGEND •`. \ 10 TOP OF ASTAL BANK ...--- � «•�.••''►� /' / JL m ANCHOR oiurl A 7� ~ ° H 9 / ZONE•G" �•'!"- ✓�-' s / / I I f 50.9 X SPOT ELEVATION z 6 OC (TYP) / / • 9� / �OOp ZONE A-7 i j� �/ 1 Ii �l�f. C.B. ® CATCH BASIN -� SMH® SEWER MANHOLE L / /gvW BVW 4 LP LIGHT POLE PR \ T+RaD_(TYr� 17 �UPL-* UTILITY POLE / LIGHT ° 4_� w -* UPLTUTILITY POLE / LIGHT & TRANSFORMER - �® UPTi UTILITY POLE / TRANSFORMER BVW;3 I SALT MARSH ESM;11 UP ¢ - UTILITY POLE OHW OVERHEAD ELECTRIC LINE 5 _`4 I �r o EHH ELECTRIC HANDHOLE CB /DH (DQ O GMET GAS METER DH ROP H ALE / -G- GAS LINE � PROPOSED x 3.4 •� ' 75.00 N81,50'55" BVW;1 1 ELE . 4.0 M GAS GATE W • s J PROPOSED WALL x 3.6 g t _ WG ® WATER GATE ELEV.=8.0' PROPOSED t �IIL I - .-. - .-. -. - / / PROPOSED WALL WALL v.'- WATER LINE A E'LEV.=6.0' ELEV =4.0 • W t /t+ _ LIMIT OF FLOOD PLAIN PILING WAL\ TO JOIN EXRTICAL ISTING 1 x 3.7 75.00'N81.5O'55"N EDGE OF B� 1 `I�r' LIMIT OF FLOOD PLAIN & TOP OF WOOD RETAINING WALL AT ELEV.=10.3,-, EXISTING LAV41N AREA III COASTAL BANK i f c6/DH TOP OF COASTAL BANK ONLY Lor 3.79 N/F FND I - - - ® BUFFER TO COASTAL BANK KERAN LOCKHART x 3.5 I ASSESSORS MAP 70 1 x 3.6 PARCEL 113 x 3.4 `Ilf� SILT FENCE � \ \ x 3.4 ' _ � ,lir, REVISIONS: NO. DATE DESC. 1. 3/16/07 ADD SILT FENCE AND PLANTING PALETTE .,tN OF A p PLAN TO ACCOMPANY A NOTICE OF INTENT AT #29 & #37 BASS RIVER ROAD IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIOP SITE PLAN FEBRUARY 12, 2007 PREPARED FOR: DONALD ADAMSON 37 BASS RIVER ROAD SOUTH YARMOUTH, MA 02664 508-394-7028 SC G . 0u 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 MEMS 0 5 10 20 mar PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. MCCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 9169-NOI.DWG DWG. NO: 5760-01 SHEET 2 OF JOB. NO: 4-9169.00 _Fi VEGETATION TABLE Trees (oaks, pine, birch), shrubs (bayberry and high tide bush) are to be saved. Please refer to arboricultural matrix #1 M atria 1 Tree Species Size Condition Treatment I W hite pine 14" G ood Prune lower branches 2 W bite pine 16" G o o d Prune lower branches 3 W hite pine 13" Good Prune lower branches 4- 4A W hite pine 12111" Fair Prune lower branches 5 Pitch pine 13" Poor Rem ove vines, rune 6 Black oak 8" Fair Remove leader A 7 W hite pine 2" Excellent Release 8 Black oak 9" Excellent Lift, rem ove vines 9 Black oak 10" Fair Top, rem ove vines, release 10 Northern a r r o w w o o d Shrub Good Save 11 W hite oak 4" Fair Prune, save 12 Black oak 4" Fair Prune save 13 7 leader large canopy oak 9,8,6,10,8,5,4 Excellent Prune, lift 15' 14 Black oak 7" Excellent Prune lift 15' 15 Black oak 8" Excellent Prune, lift to 10' 16 Scotch pine 11" Good Prune top at 12' 17 European white birch 6" Fair Leader only borers, I rem ove vines 1 18 Bayberry shrub 10' Excellent Save 19 H igh tide bush Shrub Excellent M onitor, no disturbance Matrix 2 Matrix 2 identifies trees to be removed, these trees are identified in the field by sequential, alphabetic characters. Tree Species Size Condition Treatment A Black oak 5" Poor Remove, double leader B, C, D Colorado green spruce 2,4,7 Poor Remove, new garage E W bite oak 5" Poor Broken, bittersweet im pacted F Black oak 3" Poor Broken, release #7 G Black oak 8" Poor Vines, leaner, overtopped #8 H Black oak 3" Poor Release #20, species diversity I Black oak 2" Poor Leaner, garage J Black oak 3" Fair Crowded out #13 K Black oak 6" Poor Overtopping #16 L White birch 5" Poor Second leader, bronze birch borer MYRICA PENSYLVANIA PLANT PALETTE Q 4 BAYBERRY 7' O.C. AMELANCHIER CANADENSIS LAMACRKII 3 SHADBUSH 25' O.C. PRUNUS MARITIMA ® 1 BEACH PLUM V O.C. 3 RHODODENDRON CHIONIDES 1 GALLON BUCKET 1 GALLON BUCKET 1 GALLON BUCKET 2 GALLON BUCKET EXISTING N RETAINING ELEV.= 10. INDENT BOLT 10"0 X 8' ANCHOR PILING — 6'OC `PROPOSED TIE—BACK TIE -ROD 10 5 ce DATUM ELEV —5.00 3"x8" INSIDE WHALER 8"x8" OUTSIDE WHALER PROPOSED VERTICAL BULKHEAD DETAIL WHALER 1 I��r3"x8-P.T. INSIDE ( ) I �I�I•I��i�IE WHALER -j SHORE GUARD 425 VINYL SHEET PILING V UTSIDE BOLT 3/4"0 MIN. 24" ( TYP) \-SHORE GUARD 425 VINYL SHEET PILING CROSS SECTION WHALERS/SHEET PILING PROPOSED VINYL SHEET PILING SCALE: NONE ELEV.= 6.0't ELEV. = 4.0't VERTICAL BULKHEAD PROFILE SCALE: NONE /-8" LOAM' ,PROPOSFD GRADE= R 0+00 8" LOAM 1 3/4"-1" HDG TIE—ROD PROPOSED BOTTOM ELEVATION OF VINYL SHEET PILING= —5.0't SCALE: NONE 0+10 0+20 SECTION A -A SCALE: 1"= 5' HORIZONTAL 1"= 5' VERTICAL 0+30 TOP BULKHEAD, ELEVATION VARIES PRESSURE TREATED 2"x10" CAP WITH 2 — 2"x6" RAILS (ONE ON EACH SIDE) WITH 1/4"0 CARRIAGE BOLTS AT 24" O.C. PROPOSED VINYL SHEET PILING BULKHEAD PROPOSED 3"x8" PRESSURE TREATED (P.T.) INSIDE WHALER PROPOSED 4"x8" P.T. OUTSIDE WHALER PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) MEAN HIGH WATER ELEV.= 3.1' PROPOSED 3/4"0 MIN. GALVANIZED OR EPDXY COATED TIE—ROD OR SCREW—ROD, 10' O.C. (TYP) HAYBALES TO BE STAKED WITH (2) 1'x1"x36" OAK STAKES -CONTINUOUS HAY BALES CONSTRUCTION SIDE NOTES: � 1V-6" MIN. 1. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. BALES SHALL BE SECURELY ANCHORED IN PLACE BY 1"X1"X36" WOODEN STAKES DRIVEN THROUGH THE BALES, THE FIRST STAKE M EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 3. INSPECTION SHALL BE FREOUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 4. BALES SHALL BE REMOVED AND REPLACED WHEN THEY BECOME FILLED WITH SEDIMENT AND BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. S. BALES SHALL BE REMOVED MEN THE EMBANKMENTS STABILIZE 6. BALES TO BE TWINE BOUND. REVISIONS: NO. DATE DESC. 1. 3/16/07 ADD SILT FENCE AND IF P ROPOSED FIL PROPOSED BULKHEAD $ A No. 30M up TOP ELEV. XI STINN GRADE 8.5' A NOTICE 10"0 X 8' PILING — ANCHOR COC #29 & #37 BASS RIVER ROAD /4"-1" HDG TIE—ROD (r?) MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS DETAILS FEBRUARY 12, 2007 PREPARED FOR: DONALD ADAMSON 37 BASS RIVER ROAD SOUTH YARMOUTH, MA 02664 0+00 8" LOAM 1 3/4"-1" HDG TIE—ROD PROPOSED BOTTOM ELEVATION OF VINYL SHEET PILING= —5.0't SCALE: NONE 0+10 0+20 SECTION A -A SCALE: 1"= 5' HORIZONTAL 1"= 5' VERTICAL 0+30 TOP BULKHEAD, ELEVATION VARIES PRESSURE TREATED 2"x10" CAP WITH 2 — 2"x6" RAILS (ONE ON EACH SIDE) WITH 1/4"0 CARRIAGE BOLTS AT 24" O.C. PROPOSED VINYL SHEET PILING BULKHEAD PROPOSED 3"x8" PRESSURE TREATED (P.T.) INSIDE WHALER PROPOSED 4"x8" P.T. OUTSIDE WHALER PROPOSED 5/8"0 GALVANIZED BOLT (COUNTERSUNK) MEAN HIGH WATER ELEV.= 3.1' PROPOSED 3/4"0 MIN. GALVANIZED OR EPDXY COATED TIE—ROD OR SCREW—ROD, 10' O.C. (TYP) HAYBALES TO BE STAKED WITH (2) 1'x1"x36" OAK STAKES -CONTINUOUS HAY BALES CONSTRUCTION SIDE NOTES: � 1V-6" MIN. 1. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2. BALES SHALL BE SECURELY ANCHORED IN PLACE BY 1"X1"X36" WOODEN STAKES DRIVEN THROUGH THE BALES, THE FIRST STAKE M EACH BALE SHALL BE ANGLED TOWARD PREVIOUSLY LAID BALE TO FORCE BALES TOGETHER. 3. INSPECTION SHALL BE FREOUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 4. BALES SHALL BE REMOVED AND REPLACED WHEN THEY BECOME FILLED WITH SEDIMENT AND BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. S. BALES SHALL BE REMOVED MEN THE EMBANKMENTS STABILIZE 6. BALES TO BE TWINE BOUND. REVISIONS: NO. DATE DESC. 1. 3/16/07 ADD SILT FENCE AND PLANTING PALETTE �y1NOF $ A No. 30M up PLAN TO ACCOMPANY A NOTICE OF INTENT AT #29 & #37 BASS RIVER ROAD IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS DETAILS FEBRUARY 12, 2007 PREPARED FOR: DONALD ADAMSON 37 BASS RIVER ROAD SOUTH YARMOUTH, MA 02664 508-394-7028 g BSC GROUP 349 Main Street, Unit D W. Yarmouth Massachusetts 02673 508 778 8919 © 2007 The BSC Group, Inc. SCALE: 1" = 10' 0 1.25 2.5 5 wncRs .. '- 5 10 0 20 rccT PROJ. MGR.: C. FIELD FIELD: D. GAZZOLO / J. McCARTIN CALC./DESIGN: P. HAGIST DRAWN: P. HAGIST CHECK: C. FIELD FILE: 9169—NOI.DWG DWG. NO: 5760-01 SHEET 3 OF 3 JOB. NO: 4-9169.00