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Home My WebLink About1000-78.-8-9 OFFICE LOCATION: �rV S® y® MAILING ADDRESS: Town Hall Annex �® �O P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) sos Southold, NY 11971 l� Telephone: 631 765-1938 COUNTY, LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD' MEMORANDUM To: John Bredemeyer, President Town of Southold Board of Trustees From: Mark Terry, Principal Planner LWRP Coordinator Date: June 16, 2016 Re: Local Waterfront Revitalization Program Coastal Consistency Review for STEPHEN MILGRIM SCTM# 1000-78-8-9 STEPHEN MILGRIM requests a Wetland Permit to construct-a 27.6'x24' wood timber frame barn on full frost wall and slab. Located: 1255 Goose Creek Lane, Southold. SCTM# 1000-78-8-9 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront,Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the proposed action is CONSISTENT with the LWRP policies.and therefore CONSISTENT with the LWRP. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Town of Southold D LWRP CONSISTENCY ASSESSMENT FORM JUN 15 2016 A. INSTRUCTIONS Southold Town Planning Board / 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAfor proposed actions that are subject to the Town of Southold Waterfront Consistency Review This assessment is intended to supplement other information used by a T/shoreview thold gency in making a determination of consistency. *Except minor exempt actionuil ing Permits and other ministerial permits not located within the Coastal Erosion Ha 2. Before answering the questions in Section C, the preparer of this foriew the exempt minor action list, policies and explanations of each policy contained in Southold Local Waterfront Revitalization Program. A ro sed action will be ev its si ' cant beneficial and adverse effects upon the coastal area which includes all f Southold Town . 3: If any question in Section C on this form is answered "yes" or ` o", then the proposed action will affect the achievement of the LWRP policy standards and c ditions'contained in the consistency review law. Thus each answer must be ez lainM in d ail listing both su ortin and non- sunporting facts. If an actionVertedrtified as co . ent with the LWRP policy-standards and conditions,it shall not be und& A copy of the LWRP is availallowing aces: online at the Town of Southold I s website (southoldtown.northfooard f Trustees Office, the Planning Department, all local libraries and the Town C . B. DESCRIPTION OF SITE AND PRTION SCTM# —18 - L)8 - PROJECT NAME MXL(AV.%tom 'r;,kV*A TheApplication has been submitted to(check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation,land transaction) ❑ (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: rV Nature and extent of action: Location of action: IZ55 LAo®$r-- e� a 5-0�[�tc1�'fl� ;y`? t1�°,1 Site acreage: O M5\ Present land use: Present zoning classification: �c 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: K\�,uV,\K (b) Mailing address: 'PO 11�qf, 1 ba1(p (c) Telephone number:Area Code( ) 65 "T 65 67-b5; (d) Application number,if any: Will the action be directly undertaken,require funding,or approval by a state or federal agency? Yes ❑ No N If yes,which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through 6 for evaluation criteria ❑ Yes 11 No ® Not Applicable Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No Q Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria ❑ Yes F] No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria F] Yes ❑ No ®Not Applicable Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. ❑ ❑ Yes No Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes R No lel Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluationcriteria. nn ❑ Yes ❑ No !KL Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria. ❑ YeA0 No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold's water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III—Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No® Not Applicable ` Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No N Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY VTCRYW*-4 TITLE_AYPU*VVr1V,0Af DATE Z3 1 t 6 _ nL , i E RJCAN Stephen Milgrim COUNT BARNS CIASSICTIMUR 141.141E BUILDINGS American Country Sams v24' bq East Street 21.5' X Monitor Barn Bethlehem,GT 06151 800-141-BARNS wl Half L oft (800-1q2-2161) Engineer: Structural and Architectural Engineering DeStefano 8. Chamberlain 'T=R 009243725 TeL 203254-7131 Fax 203254-0263 yr d[1NLCl4.eLcam Customer: Stephen Milgrim 1255 Goose Greek Lane N Southold, NY 11 q11 - Mailing Address: ® P.O. Box 1696 ® Phone: (631)165-6285 Gell: (631)834-8182 smllgrlmQoptonline.ne44t Print on: TArBLOI V 1111 x 111 Date: February 4, 2016 CAPD Work: February 4, 2016 March 10-11, 2016 March 22-25, 2016 March 26-30, 2016 April 1, 2016 April 5-6, 2016 Project Manager: Mark Galabro American-Country Sams Criteria Southold New York ILL 5TRUGTURA�L MATERIAL 15 EA�5TERN HEMLOCK UNLE55 OTHERWISE NOTED. ,ro (800)192-2161 ExT:512 o Ground Snow Load Obs per sci ft) 20 ' CUPOLA SUPPLIED BY OTHERS. �� Wind 5 eed (mph) 120 Computer Design: Weathering SEVERE J5P III Frost Line Depth 4211 American country Sams Termite moderate to heavLA THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR Deca slight to moderate USED TO BUILD AN IDENTICAL OR SUBSTANTIALLY SIMILAR STRUCTURE, REGARDLESS OF CONSTRUCTION METHOD,WITHOUT AMERICAN /� COUNTRY BARNS,LLVS WRITTEN PERMISSION. Page: AIGB - 1 Winter Design Tem (de Tees farenhei ht) 7 COPYRIGHT 02016 AMERICAN COUNTRY BARNS,LLC � EWCA� C CussfcTf�+r,>:.ttFra+iEBuiinmcs American country Barns 69 East Street Bethlehem,GT 06751 800-79-BARN5 (800-792-2767) Engineer: St'-Ctural and Architftectural Engineering DeStefano& Chamberlain 5°Thc Pe Sheet Fa1rfIeI0,R WSZ4 5725 Tel nt203 Z54-7131 FaNd°3254'°263 Fu Customer: Stephen Milgrim 1255 Goose Greek Lane Southold, NY 11971 Mailing Address: (A05FRONT GABLE ELEVATION 2 REAR GABLE ELEVATION F.O. Box 1696 1 _ -2 A`GB Scale: 1/8 in. = 1 ft. Phone: (631)765-6285 Scale: 1/8 in. = 1 ft. Gell: (631)834-8792 smilgrim@optonline.net Print on: TABLOID 11" x 1"1" Date: February 4, 201 b GAD Work: February 4, 201 b March 10-11, 2016 March 22-25, 201 b March 25-30, 201 b April 1, 201b t ? ® FM T FM April 5-b, 2016 Project Manager: Mark Galabro American Country Bams (800)792-2767 EXT:512 y,�P 6&OCS1ru yt RIGHT EAVE ELEVATION ,�z� , 3 LEFT EAYE ELEVATION 4 Computer Design: ' AGB-2 Scale: 1/6 in. = 1 ft. 3510 111 AGB-2 Scale: 1/5 in. = 1 ft. American Country Sams THIS DRAWING OR THE UNDERLYING DESIGN CANNOT BE COPIED OR USE .0RGARDLESS OF CONSTRUCTION METHOD,WITHOUT AMERICAN COUNTRY BARNS,LLC'S WRITTEN PERMISSION. Page: AGB - 2 COPYRIGHT 0 2016 AMERICAN COUNTRY BARNS,LLG SURVEY OF PROPERTY RE�GA� SIT UATE CAIS BAYVIEW Ab TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 3.0 S.C. TAX No. 1000-78-08-09 SCALE 1 "=20' MARCH 30, 1994 0' R. 0• � MARCH 3, 2016 UPDATE SURVEY 2 4 3.D MAY 19, 201 6 ADD PROPOSED BARN �' CR „ /�' 7 5/ F CD MON. LOT AREA = 0.431 ac. ft. s ON o�� G 0 57° 5 3' 5 U E POST RAIL FE 6.3 t 0005 N� �\ 5 a 4 ° W 0 1�2�5 EXISTING LOT COVERAGE pF_1101 UND N. 2 / 1 DESCRIPTION AREA % LOT COVERAGE 011- 3 ENCS 0.4!S CONC. & RpJL FENCE OST �j FENCE � HOUSE 1,858 sq. ft. 9.9% FOUND / 0.5W• is v FENCE I x- I / coNc. MON' � / � � 1J FRONT DECK W/ STAIRS 425 sq. ft. 2.3% 62.20 o•7's. o.6 w. � / / C!'o REAR DECK 520 sq. ft. 2.8% FENCE h", / a.3'w. / / _. \9 (Jn OUTSIDE SHOWER 38 sq. ft. 0.2% O SHED 146 sq. ft. 0.7% W� 5.6 // /\04 0 �v� TOTAL EXISTING 2987 sq. ft. 15.9% Vi �,, I m PROPOSED LOT COVERAGE 0 O `A 1►f{ DESCRIPTION AREA % LOT COVERAGE 0 HOUSE 1,858 sq. ft. 9.9% v / I i / I a � / -0 FRONT DECK W/ STAIRS 425 sq. ft. 2.3% L I REAR DECK 520 sq. ft. 2.8% 7.5 A O OUTSIDE SHOWER 38 sq. ft. 0.2% PROPOSED BARN 660 sq. ft. 3.5% '4 r� I / 8•g / x TOTAL EXISTING 3501 sq. ft. 18.8% STORMWATER MANAGEMENT NOTES: 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING 2� IZ-9 1 I o i AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. o LAWN ( ' �' P��Z I I= 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, x 30'W. o� /off o A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF z z - I I s�P p � U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING �\ CONC. COVE \ 9 Im / y'� AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. p `" '4 THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS x\ \ / t- OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL Z� •0 1 \ Py \ I DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE I SCREEN IS REMOVED. r � aye I Jae 1 a ayo x 148 x M G GI �• �'� 14.1 �!r STEEL OR WOOD E EXTRA STRENGTH FILTER FABRIC POST (TYP.) / 5 I �p �I FFA 1�$ ti REQ'D. WITHOUT WIRE MESH SUPPORT q.TREES LAWN 0.4 E. .-, 10' MAX. O.C. SPACING 28'W. 8.3 JD kk `Q�JS W/ WIRE SUPPORT FENCE Cj 6' MAX. O.C. SPACING • pF W/0 WIRE SUPPORT FENCE I 1 D " 4. ��°�e FLO'W ! I 1 oy 5 z --: ;-ddl � I\ o - *o •' �ATTACH FILTER FABRIC SECURELY 6' m TO UPSTREAM SIDE OF POST \ \� \\ \p, I I \\/ SILT FENCE DETAILS NOT TO Scky II y`FpyOO ! QFp� NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO x- MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER I EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED o� 9�f D�o�L X11 SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT. 1 �y � p 1 spy' I f CLTREES I0.9'E. l 11 9 36" HIGH POLE (MAX.) OAK DREE STEEL OR WOOD POST 0 15.5 FLOW X 5' pEEP RUNOFF 9.0" p� c, O pROPO5ED e'. rIpR BARN ROO I 0w \ \ 42 5, Q \ jc::.::: .. x " ` l� \ \ \x 13.9 I. 3oa -: : ::. : 12.2 \14.8 1 1 .... . t' :::::�� x 4" X 6" TRENCH i�1E. ::... 1 W/ COMPACTED 5HED - - E>C15TIN tii .'`?fit�A. :.:': :::::. . � BACKFILL of RAS OVED yr, . .. :::. 42• \ 8.3 9.. _r... O \ 7 00 NON. TRENCH DETAIL Op05ED O� :;::: :::::%g . .. sTFs 1 \w (NOT TO SCALE) PR F.FL• E PROPOSED 51�T FENCIEFo ND g � \,�• \�? ,•� ICON"M N. 5�W ° ` � ��o NOTES: 1 . ELEVATIONS ARE REFERENCED TO N.G.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: xx.x\ - - -a y EXISTING CONTOUR LINES ARE SHOWN THUS: - xx- - - - _ PROPOSED ELEVATIONS ARE SHOWN THUS: x.x _7N/DAF �2pNF PROPOSED CONTOUR LINES ARE SHOWN THUS: - ` JOHN G' KENDALL rOa 2oN`* G.FL. - GIFLOORRST ROUNDFLOOR 2. FLOOD ZONE INFORMATION TAKEN FROM: r\i FLOOD INSURANCE RATE MAP No. 36103CO187 H ZONE AE: BASE FLOOD ELEVATIONS DETERMINED ZONE X*: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL _ CHANCE FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR 1 WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS ZEE X* PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. ZONE QE ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL ,illy 31 (E 7) CHANCE FLOODPLAIN. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 3.1 BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 1 FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. EDGE. a .a.. I of FR_S"Wq�R W ,II DS TYPICAL STORMWATER UNIT '!' ail. (TOP TO BE TRAFFIC BEARING) - (NOT TO SCALE) FINISHED GRADE 6" THICK REINFORCED CONC. COVER 8" TRAFFIC BEARING SLA13--% / (max.) ti N,Y.S. Lic. No. 50467 PIPE FROM ROOF GUTTERS ' (min.) o 4" (min.) WRAP LEACHING SECTIONS UNAUTHORIZED ALTERATION ADDITION Nathan T of t Corwin I I I S h LEACHING RINGS WITH FILTER FABRIC TO THIS SURVEY IS A VIOLATION OF REINFORCED PRECAST CONC. SECTION 7209 OF THE NEW YORK STATE 4000 PSI ® 28 DAYS CRUSHED 3/4" - 1-1/2" STONE EDUCATION LAW. Land SUrVeYor ALL AROUND COPIES OF THIS SURVEY MAP NOT BEARING a c THE LAND SURVEYOR'S INKED SEAL OR E EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GROUND WATER CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE DRAINAGE SYSTEM CALCULATIONS: TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND PROPOSED BARN ROOF AREA: 660 sq. ft. TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 660 Sq. ft. X 0.17 = 113 cu. ft. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS 113 Cu, ft. / 42.2 = 2.7 Vertical ft. Of 8' dia. leaching pool required THE EXISTENCE OF RIGHT OF WAYS 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF James ort, New York 11947 Jamesport, New York 11947 PROVIDE (1) 8 dia. X 3 high STORM _DRAIN POOL ANY, NOT SHOWN ARE NOT GUARANTEED. P