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HomeMy WebLinkAbout2023 Sign off Transmittal -Demo of Structure .oF-'-R TOWN OF YARMOUTH 3to, :2. A c HEALTH DEPARTMENT );• ... PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: Building Site Location: / 7 Cfos� � ��� e., es/- Y4Y/17d Gr L41 Proposed mp ovement: R�2 - 4/AO Q�f/A-Ge `� 7j/S /9'/gfi0� 'Mx) C �vY�v U � 2 2--xi St)s't JVfL/ci-v/_ Applicant: CA0Sf v1// ��� (/(-,e Tel. No.:(1 0 S �5 7 90 4'77-41 r ,-Q 1)4 L=}� jj Address: � pro vL S Date Filed: Y/3/a-5 **If you wou d like e-mail notification off sign off,please provide e-mail address: Pit f ��1 pia-,j')). me- o 66-14, . Owner Name: Ci M l/4/< e: -"%PC�J0 / GC Owner Address: 6 j pf,r- - S'Y- Owner Tel. No.:(7eY---s 7f6 RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: — Q �dD (1.) Site Plan showing existing buildings, water line location, and septic system location; APR 0 4 2023 (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — HEALTH DEPT. Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: /y.�—h c____ ,t »— DATE: <A z'7- a 1S PLEASE NOTE COMMENTS/CONDITIONS: `' LOCUS INFORMATION NOTES: CURRENT OWNER: CRESTVALLEY DEVELOPMENT LLC 1. THE ELEVATIONS DEPICTED ON THIS PLAN ARE ON NAVD TITLE REFERENCE: DEED BOOK 34574, PAGE 146 88 VERTICAL DATUM. PLAN REFERENCE: PLAN BOOK 68, PAGE 145 2. THE ENTIRE LOT IS WITHIN THE 200' RIVER FRONT. ASSESSORS MAP: 30 3. THE DRAINAGE PIPE WITHIN THE 10' EASEMENT IS E� �/ OUTLET NOT PARCEL: 5 APPROXIMATE, AND SHOULD BE VERIFIED BY THE /\ FOUND CONTRACTOR. TIDAL FLOOD /� \ 00;;�'f ZONING DISTRICT: R-25 _ SETBACKS: FRONT 30' 4. THE DRAINAGE EASEMENT AND PIPE WERE COMPILED MARSH -go-WE #10 SIDE 15' FROM THE SEPTIC DESIGN PLAN BY OTHERS. /� / REAR 20' 5. CONTRACTOR TO LOCATE SEPTIC COMPONENTS IN FIELD g"� �,� �` GRADING IMPACT IN THIS MINIMUM LOT SIZE: 25,000 S.F. AND PROTECT PRIOR TO ANY OTHER CONSTRUCTION. N�19 / ,�4 A EA IS RESTORATION ND IS NOT CONSIDERED TOTAL LOT AREA: 12,835E S.F. NEW IMPACT. ,--� -�j► o / UPLAND LOT AREA: 8,085t S.F. LINE ¶ '� h / / EX/ BUILDING COVERAGE 1, 1 45/8,085= 14.2% MAX. BUILDING COVERAGE 2,021 S.F. (25%) .�� EDGE 9� �/ _ — �- .• "' .. 6/ / PROP. BUILDING COVERAGE 1,900 S.F. (23.5%) BASED ON UPLAND ONLY ,4i� , ► "' WE DS / OVERLAY DISTRICT: NONE eF NITROGEN SENSITIVE �- "--, % �/ •. x ZONE: NOT A ZONE II �► ♦ r ----5 __-- —` % / N FEMA FLOOD ♦ •• ZONE DISTRICT: "X" & "AE" EL-11.0 DATED 7/16/14 00 ♦ �g- •' / PANEL #25001C0569J '' CONCRETE f : / •. N/F BOUND _ 7 �` / / ELLEN L. WILLET r FOUND .--- ; / / / 8 / / / / REMOVE WALLS & ASSESSORS / RECONSTRUCT MAP 30 COASTAL BANK PARCEL 6 e ' / gF N/F r 100 ROBERT B.& DEBRA //* L. HOVSEPIAN ASSESSORS MAP 30 �_ / 12 PROPOSED PARCEL 4 w10 / WORK LI/fT00 �oQ • / / ' WALK -OUT ♦ BASE / STRAW WATTLES Z � / P ONE AE EL. � \ 13 1 � \ , ` i loom r• ..� ZONE h BUFFER DISTURBANCE BORDERING VEGETATIVE WETLANDS 0-50' 50-100' COASTAL BANK 0-35' 35-50' 50' —100 LAND SUBJECT TO COASTAL STORM FLOWAGE BUILDING WITHIN 100' RIVERFRONT EXISTING 334 S.F. 1,320E S.F. .0 AZ ♦ G J CR TV N/F DEV. LLB ^ gyp= ASSESSORS MAP 30 lk, PARCEL 5 / PPAVERS PROPOSED GE C,pG a SLAB=1.3 #1.w'. ♦ PROPOSED O 1 F VF 3 BEDROOM 000\ ♦ g DWELLING .. woo - PROPOSED 0 S.F. 1,900E S.F. (BLD) 730E S.F. 647t S.F. 680E S.F. 786E S.F. 675t S.F. 737E S.F. (INCLUDES DRIVEWAY) 257E S.F. 0 S.F. 1,320t S.F. 2,024t S.F. 704E S.F. @2:1 MITIGATION REQ' 1,408E S.F. MITIGATION REQ' 1,410E S.F. MITIGATION PROVIDED QUANTITY BOTANICAL NAME COMMON NAME MATURE SIZE SPACING ROOT SHRUBS 10 CLETHRA ALNIFOLIA SWEET PEPPERBUSH 6' 5' OC CON'T, I GAL. 10 ILEX GLABRA INKBERRY (0' 5' OG CON'T, I GAL. 40 VACCINIUM ANGUSTIFOLIUM LOWBUSH BLUEBERRY 2' 3' OG CON'T, I GAL. 30 COMPTONIA PEREGRINA SWEET FERN 2' 3' OG CON'T, 2 GAL. WOW 0000 N 1 , PROPOSED q 'i BIT. Z • / DRI VEWA Y o N on ,Ir r �5 6' S� \ l PROPOSED —15— TRENCH DRAIN AR ROXI/ �DIRT` TH DRYWELL w� MATE \ DRIVEWAY 3 / a, COEXISTING F\ \ �� SEPTIC \ - -000 OH woos v--a° I 0Hw / EXISTING TITLE / 5 SEPTIC \ GRAVEL \ ' oH�' SYSTEM DRIVEWAY BENCHMARK COMPONENTS / CENTER BACK \ �'O�H`II CATCH BASIN TO REMAIN / ELEV=15.00 NA VD-1988 CONCRETE BOUND FOUND �6" maw OHNN -i / / �OQ ' lip. ��'� n= �G) ;aO OD m ROUTE 28 z m 00 m -< A N LOCUS o c m LEWIS BAY 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 PLS DATE FOR THE BSC GROUP INC. PLAN OF LAND 17 CREST CIRCLE IN WEST YARMOUTH MASSACHUSETTS (BARNSTABLE COUNTY) PROPOSED CONDITIONS JUNE 16, 2022 1 ION NO. DATE DESC. PREPARED FOR: DAVID PALMER 63 PROSPECT STREET MELROSE, MA 02176 palmeripod®me.com BSC UP 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 © 2022 BSC Group, Inc. SCALE: 1 " = 10' 0 5 10 20 FEET FILE: 50597—SP.DWG DWG. NO: 6767-02 SHEET 1 OF 1 JOB. NO: 5-0597.00