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HomeMy WebLinkAbout1000-116.-4-16.4 OFFICE LOCATION: �OF SO(/TyO MAILING ADDRESS: Town Hall Annex ,`O l0 P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Telephone: 631 765-1938 Southold, NY 11971 �pQ C4U ,� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: May 15, 2019 Re: LWRP Coastal Consistency Review for NEIL &AMY McGOLDRICK SCTM# 1000-116-4-16.4 Patricia Moore, Esq. on behalf of NEIL &AMY McGOLDRICK requests a Wetland Permit for the existing 495sq.ft. garage to be renovated and two-story addition constructed to existing garage; total size of garage 36'x22.5' (758sq.ft.); for the as-built existing structures consisting of a 2,342sq.ft. two-story dwelling; at-grade irregularly shaped wood decks with wood planter, covered deck with outdoor grill and pool equipment 2,263sq.ft.; in-ground pool 44'x15', hot tub 8'x8' and kiddy pool 14'x15': total sq.ft. 969sq.ft.; and existing pool fence enclosure. Located: 1671 Meadow Beach Lane, Mattituck. SCTM# 1000-116-4-16.4 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 INCONSISTENT with LWRP Policy 6, and therefore, INCONSISTENT with the LWRP. Policy 6. Protect and restore the quality and function of the Town of Southold ecosystem 6.3 Protect and restore tidal and freshwater wetlands. A. Comply with statutory and regulatory requirements of the Southold Town Board of Trustees laws and regulations for all Andros Patent and other lands under their jurisdiction 1. Comply with Trustee regulations and recommendations as set forth in Trustee permit conditions The as-built structures were constructed without a Wetlands Permit. In the event the action is approved the following is recommended to further Policy 6: 1. Require a vegetated non-turf buffer inclusive of existing vegetation landward of the bulkhead and wetland. 2. Require dewatering drywells for the pool and verify that storm water drainage is controlled for all as-built structures. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc. Damon Hagan, Assistant Town Attorney RECEIVE® Town of Southold mi Ag 0 6 2099 LWRP CONSISTENCY ASSESSMENT FORM LSouthold Town Planning Board A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies,shall complete this CCAF for proposed actions that are subject to the Town of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C,the preparer of this form should review the exempt minor action list,policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program.A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3. If any question in Section C on this form is answered"yes",then the proposed action may affect the achievement of the LWRP policy standards and conditions contained in the consistency review law.Thus,the action should be analyzed in more detail and,if necessary,modified prior to making a determination that it is consistent to the maximum extent practicable with the LWRP policy standards and conditions.If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places:online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office,the Planning Department,all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 1000-116-4-16.4 McGoldrick(previously reviewed for ZBA) AGENT: - Patricia C. Moore Esq., 51020 Main Road, Southold NY 11971 The Application has been submitted to (check appropriate response): Town Board ❑ Planning Dept. ❑ Building Dept. ❑ Board of Trustees X Zoning Board of Appeals 0- 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: ❑ Type: — Town of Southold LWRP Consistency Assessment Form 1 PROJECT DESCRIPTION MCGOLDRICK 1000-116-4-16.4 Existing 495 sqft garage to be renovated and two story addition constructed to existing garage: total size of garage 36'x 22.5' (with ZBA approval) (758 sqft) Pursuant to 275 permit for pre-existing"as built existing structures": Existing two story house: 2,342 sq.ft. at grade irregularly shaped wood decks with wood planter, covered deck with outdoor grill and pool equipment 2,263 sq.ft. in-ground pool 44'x 15', hot tub 8'x Wand kiddy pool 14'x IT: total sq.ft. 969sq.ft. Existing pool fence enclosure all as shown on Samuels & Steelman drawings last dated 1/31/19 pages 1 through 3 Nature and extent of action: proposed renovations of existing garage and construction of two story additions to existing garage Location of action: 1671 Meadow Beach Lane, Mattituck NY 11952 Site acreage: 4.8 acres Present land use: existing house, garage and accessory structures Present zoning classification: R-80 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: _Neil T&Amy McGoldrick (b) Mailing address: 1671 Meadow Beach Lane, Mattituck NY 11952 (c) Telephone number: (-a16 ) 521-0961 (d)Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No X If yes, which state or federal agency: 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 X No ❑ Not Applicable ❑ Discussion (if appropriate): a Waterfront house with an existing_garage to be renovated and expanded is located 75 from wetlands edge. Existing accessory structures constructed prior to Trustee's jurisdiction. Accessory structures are located adjacent to private underwater wetlands area and existing basin off of Hall's Creek. 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 ❑ No ❑ Not Applicable X Discussion (if appropriate): _ Town of Southold LWRP Consistency Assessment Form 2 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 X No ❑ Not Applicable ❑ Discussion (if appropriate): _Renovations to an existing structure will improve the visual quality of the residential property. 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 16for evaluation criteria Yes ❑ No ❑ Not Applicable X Discussion (if appropriate): _ Policy S. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III-Policies Pages 16 through 21 for evaluation criteria Yes ❑ No ❑ Not Applicable X Discussion (if appropriate): _ 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 X Discussion (if appropriate): _ Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III- Policies Pages 32 through 34 for evaluation criteria. See Section III-Policies Pages; 34 through 38 for evaluation criteria. Yes ❑ No ❑ Not Applicable X Discussion (if appropriate): _ 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 evaluation criteria. Yes ❑ No ❑ Not Applicable X Town of Southold LWRP Consistency Assessment Form 3 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. Yes ❑ No ❑ Not Applicable X Discussion (if appropriate): _ 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 ❑ Discussion (if appropriate): _ 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 ❑ Discussion (if appropriate): _ Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III- Policies; Pages 62 through 65 for evaluation criteria. Yes ❑ No ❑ Not Applicable ❑ Discussion (if appropriate): _ Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III-Policies;Pages 65 through 68 for evaluation criteria. 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C E ] SEE SEC NO,N PO. 6.WU m t 16.3e' ,s 44j- Al) 1HIA S.Wc)\ L 1 NOTICE COUNTY OF SUFFOLK © x SOUTHOLO SECT ON NO Real Property Tax Service Agency r •� --- --- --•-- -----•-- ." wN°a:� ccwgc.nvRlµnM...Nrnw a M 116 fat NSls,a.,A u. —__— oNu. _—�-- ar.u.--a-- IFN N,OptRry,N eNfEti AVKrEo °" P ,NO 1000 PROPERTY MAP 0 � ��g F/L 0 /N�41t� I mrm E m`A B�Rg�ll�ls1p�, O '�ytio S 51'01'10" E ON AU�SIT?OE� A C �7OF LJA I I R 2 1 n As F,LfTS�o NOTES: SCTM # 1000-116-04-16.4 17.26 f98� �CRK OF T Ck �� S e N° 83j� coUNry 1 FLOOD NFLOOD ONE SURANCOERRATEO MAPAKEN No. 36010300482 H PROPERTY: 1671 MEADOWBEACH LANE 2`250„ ADDRESS MATTITUCK, NY 11952 F ZONE AE: BASE FLOOD ELEVATIONS DETERMINED OWNER: NEIL & AMY McGOLDRICK ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD 693j• WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 86 SECOND STREET S 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. GARDEN CITY, NY 11530 \ SQA 2. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM W LU >_ EXISTING ELEVATIONS ARE SHOWN THUS: SITE: 212 810 SF = 4.885 AC TO TIE LINES = Z F EXISTING CONTOUR LINES ARE SHOWN THUS: 5 I- F.FL. - FIRST FLOOR 105,926 SF = 2.432 AC UPLAND G.FL. - GARAGE FLOOR NO TB - TOP OF BULKHEAD ZONING: AC O BB - BOTTOM OF BULKHEAD � TW - TOP OF WALL L O BW - BOTTOM OF WALL Z I- EE SITS - SURVEYOR: NATHAN TAFT CORWIN IIIPO BOX 16 0LU � ENLARGE�ENT AM SPORT, NY 11947 J Q SHEET #2 LICENSE # 50467 m � o DATED 9/06/13 O N (n GENERAL STORMWATER POLLUTION PREVENTION NOTES ELEVATIONS PER NAVD o� m PERMANENT STORM WATER RUNOFF CONTROL MEASURE O SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE L 0 A T I C) N M "AN � Z Development activities for this project will consist of: (n 1. Installation of temporary erosion control measures (silt fence barriers), see detail 2-2 / N ANTHONY J./COLLETTA \ HALL ,� CREEK W 0 2. Clearing of trees and brush in areas shown on Site Plan o & JOANNE COLLETTA N N V V 3. Excavation for a new building foundation (+/-3 ft below finished grade U o0 X to m d O N/0/F r (� W 4. Construction of a new foundation oo D N T�= U3 NEIL T. McCOLDRICK 437.11' D Q a. -iIIJ 5. Construction of the new garage addition o z rn n> < C O I _ 6. Renovation of the existingarae m C� 6 U) Q 9 9 7. Site grading from the driveway to the area around the garage AT N 87'58'00" E rn J' W 8. Installation of on site drainage structures (permanent storm water runoff control measures) see detail 1-2 �� a Z 9. Installation of underground piping from gutters and downspouts to the drainage structures �ISTING� z �� Tc �� \ , �`G '�1 �0. NEW SUFFOL AVE O GARAGE 10. Filling and grading of soil above drainage structures o "� O uR I` 08 11. Installation of new landscaping plants, lawns w �c m = z pPs p P 9 P o EXISTING, . . .,. ;.: m m W 12. Removal of the temporary erosion control measures o DRIVEWAY EXISTING; ` \.' 'o rn y L �� o GARAGE g� 7. = N p 2 Q 77 SITE DATA GA�i= .�.z x/st�N� � •� DGE OF GREEK o � Site Area: 105,926 SF =2.432 ac upland ADDITION \ �R,gGF A 06 Soil Classification: See test hole b0' ns _ -42-7 Z Q Receiving Waters: Peconic Bay Y�RDT -' � `�`�'�;; � ROPOSEG ,� Fuc Contractor: N/A SETBACK �o F.i* ' �.G ` ADD/TI NRAGE ;'7 W D&E OF TIDAL WETLANDS AS m POLLUTION CONTROL MEASURES N I ' EXISTING . \ FLAGGED BY J.M.O. TE In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and o ENVIRONMENTAL CONSULTING Q DRIVEWAY I '. O r7 SERVICES ON AUGUST 14, 2013, ARRATOOKA sediment control measures including, but not limited to, the following shall be employed during construction: o �c � / ;r. \ FLOOD AND VERIFIED ON JULY 20, 2018 � � , GREAT :._. \,\; > O ZONE AE OINT 0 0 A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved ,, ./',,`�,,,, FLOOD (EL 6) PECONIC BAY ZONE x Z Q means and shall remain undisturbed. W W B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of !ftfy ri�Yy.ri1 f'` /-.EXLSTING".2, ;;r FLAG time that areas are exposed. A maximum of 1 acre shall be disturbed at one time unless writtenFENCE I > permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the 28.6 t;j use of temporary seedingas required. Seed mixtures shall be in accordance with the soil conversation EXISTING RESIDENCE r.' !, ' 3 service recommendation . q y � -�; i' x 'e�� HALL 'S CREEK ' - Sid r��y N/0/F C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as 2'13, ,,'� '. � c sections are completed, or if construciton on an area is suspended, the area shall be seeded TOWhT OF SOUTHOLD P P �X15TING 5.7 p00� EXISTING ` (UND�'RWATER LAND) immediately. DECK.. a. Seed preparation - scarify soil if compacted, remove debris and obsticiles such as roots and stumps. 14.q' EXIST HOT b. Soil Amendments EXISTING ® POOL / 06 Z- flEGK / , 1. Lime to ph 6.0tNG EXISTING 3$ co Q. M o 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre (14 lbs/100 sq. ft.) 32'4 POOL F s >=XIST � c. Seed Mixtures POOL "' ` o�T OOD BULKHEAD J o 1. Temporary seedlings 25.3' °` mgrs EXISTINGx15 d�`N HALL 'S CREEK `� a � O >- m a. Ryegrass (annual or perennial) @ 30 lbs. per acre(0.7 lbs per 1,000 sq. ft.) ARBOR �XN W J� � ? w a a Z LL b. Certified "Aroostook"winter rye (cereal rye) @ 100 lbs. per acre (2.5 lbs per 1,000 sq. ft.) us IST W. ? o winter rye if seeding in October/November. \ ` a N °0 4 FLOG W• N = 2. Permanent seedlings-See Landscaping plans ZONE LINE EXIST FIST AT D. The length and steepness of cleared slopes shall bre minimized to reduce runoff velocities. Runoff shall z / DOCK DOE OF TIDAL WETLANDS A5 be diverted awayfrom cleared slopes. A2 FLAGGED BY J.M.O. W P \ ENVIRONMENTAL CONSULTING E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or corp \ SERVICES ON AUGUST 14, 2013 c3' N U)- drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of w FLOOD ' construction and shall be maintained until construction is complete. ONE X'� F.A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked N/0/F -�' EXISK P 9 JAMES P. MARTIN FLOOD ZONE onto local roads. The construction entrance shall be maintained until the site is permanently stabilized. & DENISE N. MARTIN AE (EL 6) Rtows of S Any sediment tracked onto public roads to be removed or cleaned on a daily basis. tv XISTING W000 R60 G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets FENCE >lllc �A 6021 installed on site shall be protected from sediment buildup through the use of appropriate inlet protection. y �� c ff Y H.Appropriate means shall be used to control dust during construction. t+] FLAG I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems Ilk. �G G �3 0" shall be cleaned and flushed as necessary. J. The contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed every seven calendar days and immediately after periods of rainfall FLAK greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of I I I �„q 9 9 D&E OF CREEK �!i!c_ �llk BG ' � �• a.,,-f 3.�:�-:_:.��; recharge basins, sediment traps and drywells, cleaning and repair of F1AG sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices.K. During construction, the contractor will comply with all local regulations concerning the disposal of solid FUG � Qa a� PROJECT NO: waste and debris and toxic and hazardous waste, as well as sanitary sewer and septic system �fy Fuc 1305 regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of 0 dumpsters to control the buildup of debris. The contractor shall periodically clean up any debris w- Afi Fuc DRAWN BY: UT accumulated along the temporary fence and empty the dumpsters regularly. 23 nAc CHECKED BY: The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction �, SS• TS activities to the Engineer/Architect for revision of the SWPPP where appropriate. FLAG N IL dL F<aG DGE OF TIDAL WETLANDS AS DATE: DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE oY FLAG FLAG FLAGGED BY J.M.O. 1/31/19 ENVIRONMENTAL CONSULTING � •-� SCALE: Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast SERVICES ON AUGUST 14, 2013 if _ off concrete septic/drainage structures, prefabricated building components (windows, doors, cabinets, flooring materials, - 30 finished roofing and siding materials, lighting fixtures„ plumbing fixtures), gypsum wall board, batt and rigid insulation, \ , \ 27 W SHEET TITLE: piping for plumbing, outdoor paving materials. _ 217,87' o Waste materials shall include demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals and drinks. Project site shall have a dumpster that all waste marerials 22 Ln 0 will be temporarily stored and dumpster shall be emptied weekly by a private carting company. S SITE 82.57'10~ W 10 222-4 _ PLAN _7, g MAR " W TIE LINE APPLE HIGH WATER K-� 197.84' N 85'34'09" W 55 5 S x','16'23" W 119.59' 87.09 $ GREAT PECONIC BAY SHEET NO: F L SCALE: 1 "=30' REGULATORY APPROVALS LOOD ZONE LINE TEMPORARY EROSION CONTROL N/0/F MEASURES PROPOSED SILT FENCE ANTHONY J. COLLETTA DURING CONSTRUCTION SEE DETAIL 2 & JOANNE COLLETTA XISTING FENCE 437.11' N 87'58100" E 19 LOT COVERAGE TABLE GATE TC •5.58 .... SITE AREA TOTAL: 212,810 sf tild FLAG cn / 72.1 SITE AREA UPLAND FROM EXISTING GARAGE z I 0 - TIDAL WETLAND BOUNDARY: 105,126 sf (41.770/0) W o TC 5.58 5.3 / CJ �_.. Z CA WETLANDS: 106,884 sf (50.23%) r X /. 5TRUOTURF-5 EXISTING PERCENTAGE PROPOSED PERCENTAGE y\ I MI TS OF CLEAR I NG AND F- :EEXISTING � X y�'�, - y LAND DISTURBANCE HOUSE: 2,342 sf 2.21% 2,342 sf 2.21% Z GR,4YEL % X ^!�l\`� > + -3 000 GARAGE: 415 sf 0.46% -75a sf 0.-72% / 5F Q DRIVEWAY , , x �; POOL/HOT TUB: ci6cf sf D.cil% o I- ,� I a6�i sf O.al/ J 14% 7,$, DECKS: 2,263 sf 2. 2,263 sf y71` t _ SST �1 I TOTAL: 6,06Q sf 5.72% 6,332 sfFL i��x /y y co m TC 5.52 > O v yyyY>y'sy?tiyy' ny �x�s 77.3 DRAINAGE CALCULATIONS cn x - � ti� ' 5.7 7"!N b / ) z 1 12AREA OF GARAGE (DW-A) W O ` Y> r1X�Ty'JZ`' xyy DRY WELL AREA x RAINFALL x RUNOFF FACTOR V W 6. 1 QP y ^AD. 0 V 60' x `, Y'y (DW-A) 75a 5F x (2/12 FT.) x 1.0 = 127 CU. FT. Q D.. ". K;v USE: (2) a' DIAMETER x 2' HIGH POOL O Q FRONT YARD PERMANENT STORM WATER ' � p�O (2) 8' X 2' STORM DRAIN RING = 16g GU. FT. � W SETBACK RUNOFF CONTROL MEASURE NEW �pSD G,4 75, FLAG �I I PROVIDED REQUIRED Z uj DRYWELL TYPICAL SEE DETAIL I O:�L:'.=::; ��G� ,4D 168 CU. FT. > 127 CU. FT. 0 (' DW A DW A °STCGK :µ: . D/TIpN otS b . TC 5.86 E"' 8 2 F'lL _ ax2AktA,! TEST HOLE NO SCALE D z TC 5.99 . TEMPORARY EROSION ,a Q CONTROL MEASURES 0.5 FT. DARK BROWN LOAM OL "'I . 6.2 PROPOSED SILT FENCE _ y _ DURING CONSTRUCTION 2.5 FT. BROWN SILTLY SAND SM ZUQ SEE DETAIL 2 PALE BROWN FINE SP 4.0 FT. W No O EXISTING �y - a GRAVEL Y� MEDIUM SAND r O m WATER IN ~ I PALE BROWN FINE SP Q EXISTIN TO MEDIUM SAND ALK W �1 I 17 FT. O O 5.8 ZQ LW/ W J r+- / FLOOD ZONE AE FLOOD ZONE X (EL 6) N O F JAMES P. MARTIN / �\ y ` { DGE OF TIDAL WETLANDS AS FLAGGED / ��\y i /J yr;, . %y1 i l I r%f % y XISTING & DENISE N. MARTIN �' '" ' ~ �' ,1 ' ` % BY J.M.O. ENVIRONMENTAL CONSULTING 1� i' !%�' l ~Y' ' ! FENCE SERVICES ON AUGUST 14, 2013, AND XISTING ` ! xj `�'' \` ;' ` y / % VERIFIED ON JULY 20, 2018. n I. I, " ` 0, >' ; >. FLAG ca z / r, �" WALK AY 6.0 GNIS / / l % �� I ; J• v 6.0 DGE OF GREEK w W zjr z W a 28.6 j �, T� �,, / / .; / / Cc I EXISTING RESIDENCE / y �; / ,, y_l ; _f, i \�y / ✓ WIRE FENCE W/ W' a { y ,. FILTER CLOTH 6.3 SURFACE FILTER CLOTH MIN. DRAINAGE S/� 6 BELOW GRADE i; FLOW it. 2 6.6 T I N C� Foo ----O L .... D EXISTLNEG E XIS TEMPORARY STORM WATER Y 0 �s C 1 I� r d u ( `•`e S RUNOFF CONTROL MEASURE � .. w G HA LL C1�.KK � K EROSION OSION & SEDIMENT CONTROL DETAILS ILS K. =ETXIST 2 O SCALE EXIST HOT 14.1 TUB NEIL T. McGOLDRICK CXISTING D�GK POOL TOP OF EXISTING PROJECT NO: GRADE CAST IRON FRAME AND GOWER 1305 3 TO GRADE (AS REQUIRED) DRAWN BY: U.L. EXISTING POOL 6 32• T TRAFFIC SLAB (SEE CHECKED BY: 001— A PLANS FOR LOCATIONS G P ) ISTIN o �X o TS OOD BULKHEAD KHEAD DATE: 1/30/19 AXI"ST SCALE: DECK:::':::::: cSJ -� 1" = 10' - 0" 2 8.3 - �, 24 IG I H Hxab DIA OR - B z C� ® ® ® ® ® ® ® ® ® SHEET TITLE: X I 5 T IN G' R O , DRAIINAGE BASIN E 3 min o . EXIT . .. _: �� NN o ® ® ® ® ® ® ® ® ® ENLARGED ABC�1TE= d > ® ® ® ® ® ® ® ® ® BACKFILL ® ® ® ® SITE O MATERIAL TO EXIST ® ESE BE GLEAN SAND PLAN ® ® ® ® ® ® ® ® ® AND GRAVEL DECK - z_ (- X GROUND WATER FLOOD ZONE LIN SHEET NO: EXIST RAM EXIST D&E OF TIDAL WETLANDS AS FLOAT FLAGGED BY J.M.O. PERMANENT STORM WATER DOCK ENVIRONMENTAL CONSULTING RUNOFF CONTROL MEASURE SERVICES ON AUGUST 14, 2013 STORM DRAINAGE RING TYPICAL O� 1 NO SCALE EXISTING FENG w \p`-� REGULATORY APPROVALS ui LLJ _ }- F- Z Qi r n V Z P Im / \ n / \ ao W / = \ co — / \ co Z TW21052* TW21052* ROOF LINE OF EXISTING GARAGE w O \ TW2846 TW2846 TW2846 V a x / Q / \ `. - - -- - - -- — — -- -- - - -- - - - - - -- - - -- - - - ---- - -- - - - - -- -- - - -- - — — — —— — — — — — — —— — — —— F_ Af W r - Z n - - --- --- -- - - - O 0 ------ - - --------- ----- -- - -------- F= o5 -1 F1 F-1 7 F-1--It]-. � -- 1 F1 1 1 F1 o w L F p z 1 71 N 1 7/ N7 1 71 I Q Q I c V _ I Z Q Oj - --j m Q O o ZQ ae" OUT- H ELEVATIOR WEb I E L 1= v A T I N SCALE: 1/4" V -0" SCALE: 1/4" = 1' -0" 361-0" 22'-5" EXISTIN6 STRUCTURE ADDITION 10'-10" 14'-4" 10'-10" 08 z cn a• Acn r r � --------------------------- J 2. o � I I 'LjUp o' > V W — w z W Q � i UP W• � ,o � o ,q i t a W) 0 I I W. N x M LINE OF EXISTING i I WALL TO BE REMOVED to II I I III I I - - - - - - 5TQRA6;E LOFT - - - - - - (5AR 6E �;; ------- - - - - - - �\`T— -i—- - - - DN F_ F��I I II I I II I ------------ ---------------- I I ff 1 I I III I j I I I III I I I PROJECT NO: I I I I I I I 1305 DRAWN BY: I TCS I I I I I I I I I I III I I I I I I I I I I I I III I � I I I III I I • ------------------------ DATE: 1/30/19 SCALE-'.- 1/4'1 = 1' - 0" SHEET TITLE: LOFT LMIM F L ff u--,% Ku'a K rvmft L Am", 11%mm SCALE: 1/4" V -0" SCALE: 1/4" = V -0-1 PLANS ELEVATIONS SHEET NO: