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HomeMy WebLinkAboutRVSD approved plan 3.20.23ROSE-..` 8k BAR,,,'�PA 1�` BASS RIVER POAi,,. ` R 7 PROPOSED TEMPORARY STAGING AREA N/F BASS RIVER 21 NOMINEE TRUST 4 BANK OF AMERICA, N.A., TRUSTEE 687, #21 BASS RIVER ROAD p ASSESSORS MAP 70 CONCRETE BOUND PARCEL 98 �N, BOT. OF STRUCTURE=17.50 6 FOUND & HELD BOT. OF STONE=16.50 PROPOSED 500—GALLON �\• LEACHINGIAMBER,,...���P�� STANLEY & APRHRODITE N 4X6.5LBED OF LON WELLS HAM—INVIN=21.9 �1�, WOJNAR CRUSHED STONE —TOP" OF CHAMBER=22.9 � � `�, �QAr 25 BASS RIVER ROAD TOP OF STONE=18.00 # BOT. OF STRUCTURE=15.50 ASSESSORS MAP 70 BOT. OF STONE=15.00 ' c� 24.7 0 t PARCEL »3 Tp- PARCEL 97 p„swt z 0 2-50 GALLON DRYWELLS 24 3'X5' CONC. IN 4'X6.5' BED OF �� �' GENERATOR PAD CRUSHED STONE t; a /4a CONCR TE BOUND * OQ TOP OF STONE=10.50 r .� FOUN & HELD BOT. OF STRUCTURE=8.00 9 BOT. OF STONE=7.50 PROPOSED LEACHING ti �J P QQ JOHN BARB 8 o Q ,� & �w1 A FIELD — 12.83' X 33.5' s y " " *„ G fE "w e 24.5 SO. F �0 �� WENDY JANE NORTON FOUND 239/ #29 BASS RIVER ROAD «� N, // NV. PNS 22.42 T. BOX` g\, 0 `�'L �F 5�P ASSESSORS MAP 70 . ,, e INV. OUT=22.25 o 1 s, GOP' 1PARCEL 96 PROPOSE NEW '' u " 11 1 FOUNDA ON / �'��, ' i ACCESS .,w'�,� ���.c. � .pl(l ,-�. �,._....� GARAGE/ >' ADDITI .�0�_�F. lS�P NOTE: THIS PLAN IS PREPARED TO AID IN THE PERMITTING OF THE SOIL REMOVAL. THE LOCATION OF SOIL TO BE REMOVED WAS IDENTIFIED BY OTHERS. SEE ATTACHED PLAN FOR A MORE DETAIL DESCRIPTION. — 50 GALLON DRYWELL IN 4'-10" DIAMETER BED OF CRUSHED STONE TOP OF STONE=20.00 LOCUS INFORMATION CURRENT OWNER: TITLE REFERENCE: PLAN REFERENCE: ASSESSORS MAP: PARCEL: ZONING DISTRICT: SETBACKS: MINIMUM LOT SIZE: NITROGEN SENSITIVE ZONE: FEMA FLOOD ZONE DISTRICT: OVERLAY DISTRICT: EXISTING BUILDING COVERAGE: PROPOSED BUILDING COVERAGE: EXISTING UPLAND LOT AREA: EXISTING WETLAND AREA: TOTAL LOT AREA: �p�v OVER ExlsTwc� �� .�,�,,..„�'` LIVING � 0 �0� �Or ��� �O�P� DRIVEWAY 00 1 ,... Nnw ee SPACE "RAGE ale OVERHEAD NEW GAS LINE \JF• O •�` INSTALLED IN DRIVEWAY �a �� ' AREA t ^At IN MARCH OF 2021 ` 9�ti OF SOIL #24 �( , N/F REMOVAL �(ISTING �� 6 �S THE C.B. ADAMSON TRUST OF 1993 IY O RIB, \l9 EILLING/ I �- I N O-. CLARA B ADAMSON, TRUSTEE ' AKOUT zd `° #37 BASS RIVER ROAD :a ,:�:;ns•�� ° ASSESSORS MAP 70 o !. F T�F=20.4 w BASE=12 2 PARCEL 95 / b 3 O CK OVER g, N F ti�,.. ` / o ' EXISTING PATIO JAMES & DEBORA LEAHY O , L,a / 2 50—GALLON DRY WELLS IN O #28 CHARLES STREET 9 X5 BED OF CRUSHED STONE APPROVED 1,500 ASSESSORS MAP 70 TOP OF STONE '1 50 ° ; t CC -GALLON GALLON SEPTIC TANK F PARCEL 114 BOT. OF STRUCTURE=15.00 + ,, ( INV. IN=9.93 r O O� BOT. OF STONE=14.00) EEVE < 8°; s.�� �° Ir r 0,.�INV. OUT 9 68� o m o y � 0, m *0 O ,F z� BOTTOM OF BANK BUFFER DISTURBANCE WETLANDS: 0-50' 0 S.F. 50'-100' 0 S.F. RIVERFRONT AREA: 0-100' 0 S.F. 100'-200' 0 S.F. COASTAL BANK BUFFER <0 0 S.F. 0-50' 354 S.F. (ADDITION OVER DECK / DECK OVER PATIO) — APPROVED +98 S.F. (NEW FOUNDATION / GARAGE SUPPORT WALL) — PROPOSED 50'-100' 100 S.F. (NEW SEPTIC LINE) LAND SUBJECT TO COASTAL STORM FLOWAGE <0 0 S. F. THE AMY MACISAAC REV. TRUST AMY MacISAAC TRUSTEE DEED BOOK 32826, PAGE 156 PLAN BOOK 40-41 70 113 R-40 FRONT 30' SIDE 20' REAR 20' 40,000 S.F. NOT A ZONE "X" DATED 7-16-2014 PANEL #25001CO591 J NONE (BUILDING CONSTRUCTED IN 1945) 2,506f S.F. (12.7%) 2, 604f S.F. (13.2%) 19,785f S.F. 19,440f S.F. 39,225f S.F. / by CONSERVATION h OF ' OJOP� P I / a ».. APPROVED 6 x17 G O ��. S ��?� `_ 0 � ADDITION OVER aj �0 P e' �. r+� 00• EXISTING DECK Q + \\ , PUMPSAND FILL AND �..:, ABANDON EXISTING LEACHING COMPONENT" � ACCORDANCE WITH. TITLE 5. SM-9 70, v � MAINTAIN EXISTING 'j.Q APPROVED 1,000 ` ' / �C INVERT BELOW r I `S'9�)�Oi� AR A OF SALTMARSH �• BASEMENT FLOOR 00 GALLON PUMP CHAMBER F �; A �(,� X �. TO �BE ALLOWED TO Q INV. IN=9.63 ' O,Qq� �+ Rd '9RSti GROW IN ITS NATURAL ELEV. = 10.2f !�� INV. OUT=9.38 g —► C3` /� x S STATE PROPOSED p O F £ �' TEMPORARY BUFFER DISTURBANCE WETLANDS: 0-50' 0 S.F. 50'-100' 0 S.F. RIVERFRONT AREA: 0-100' 0 S.F. 100'-200' 0 S.F. N/F THE C.B. ADAMSON TRUST OF 1993 CLARA B ADAMSON, TRUSTEE BASS RIVER ROAD ASSESSORS MAP 70 PARCEL 94 STRAW WATTLES32. /WORK LIMIT LINEN CO / F'61 ` Sj a E L' x .'SM-8 0 OF YARMOUTH _ ,`O O A / Rq/� �SM-7 � �` F J /z DRAIN OUTLET ItNV 4 . �� ��c�'' .w,P ti� Fi�. / �� �� ;� w .� SM — 6 vp. COASTAL BANK BUFFER <0 305f S.F. (TEMPORARY HOUSE RELOCATION) 0-50' 825f S.F. (TEMPORARY HOUSE RELOCATION) 50'-100' 646f S.F. (TEMPORARY GARAGE RELOCATION) LAND SUBJECT TO COASTAL STORM FLOWAGE <0 0 S. F. OJTJu EXISTING TRAI �j V PROPOSED 3' WIDE ` / DU-3 SM-3 TRAIL TO BE MAINTAINED THROUGH 'DU-6 DU-5�eDUNE• SALTMARSH DU-1 (0—SM�V/ , SM—� W\,N z �~ BASS RIVER RD ST LOCUS W � IN I � � U � Q' LOCUS MAP NOT TO SCALE 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. KIERAN J: HEALY / l DATE PROFESSIONAL LAND SURVEYOR SITE PLAN OF LAND 24 CHARLES STREET IN SOUTH YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) AMMENDED ORDER OF CONDITIONS NOVEMBER 30, 2021 1 REVISIONS: 1 1 12-3-21 TEMPORARY BUILDING RELOCATION 2 2-15-23 DRY WELLS & GEN. PAD PREPARED FOR: AMY MacISAAC 24 CHARLES STREET SOUTH YARMOUTH AM Y. M ACI SAAC@GM AI L. COM 508 778 8919 © 2021 The BSC Group, Inc. SCALE: 1" = 20' 0 10 20 40 FEET FILE: 50444— SP-1. D WG DWG.: 66-65-04 SHEET 1 OF 1 JOB. N0:5-0444.00