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Home My WebLink About1000-52.-1-4 OFFICE LOCATION: ® O� MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 ® Telephone: 631 765-1938 140 fm LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 7, 2025 Re: LWRP Coastal Consistency Review for MARDIK DONIKYAN SCTM# 1000-52-1-4 En-Consultants on behalf of MARDIK DONIKYAN requests a Wetland Permit to demolish the existing one-story dwelling and masonry patio; construct a two-story, 1,645sq.ft. single- family dwelling with attached 16sq.ft., 80sq.ft. and 435sq.ft. porches with associated steps, a second-story 15'x15' covered roof deck, a second story 10'x20' roof deck, basement stairs and window wells for egress; construct a 10'x30' in-ground swimming pool with hot tub; install a pool drywell and pool equipment area; install 1,160sq.ft. grade-level masonry pool patio; a 12'x12' shed; a 4'x8' outdoor shower; install 4' to 6' high pool enclosure fencing with gates; install a/c units and a generator, remove existing septic system and install an I/A OWTS sanitary system landward of new dwelling; install a stormwater drainage system; fill an approximately 520sq.ft. area of recessed driveway with on-site soil material to match surrounding grades; and to establish and perpetually maintain an 18' to 22' wide vegetated non-turf buffer along the landward edge of the retaining wall (minimum 15 feet landward of top of bank), with a 4' wide cleared path. Located: 54255 County Road 48, Greenport. SCTM# 1000-52-1-4 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 action is INCONSISTENT with Policies 4 and 6.3 of the LWRP. Permanent, non-movable structure is located adjacent to the CEHA. Expansion of structure is vulnerable areas subject to wind and erosion caused by storms is not supported by this policy. 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: Honorable Lori Hulse, Attorney Town of Southold LWRP CONSISTENCY ASSESSMENT FORM A. INSTRUCTIONS l, 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) If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. 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# 52 - 1 - 4 AUG 0 6 2025 PROJECT NAME Mardik Donikyan SOUTHOLD TOWN PLANNING BOARD The Application has been submitted to (check appropriate response): ` Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees y� 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: _ Nature and extent of action: Demolish existing 1-story dwelling and masonry patio, and construct a new 2-story, 1,645 sf single-family dwelling with attached 16 sf, 80 sf,and 435 sf porches and associated steps;construct a 10'x 30' in-ground swimming pool, 1,160 sf grade-level masonry pool patio, and 12'x 12'shed; install 4'x 8'outdoor shower and 4'to 6'high pool enclosure fencing;remove existing septic system from within 100 feet of bank, and install new I/A OWTS sanitary system more than 100 feet from bank;install stormwater drainage system, including pool drywell; fill approximately 520 sf area of recessed driveway with on-site soil material to match surrounding grades;and establish an 18'to 22'wide vegetated non-turf buffer landward of retaining wall(min. 15 feet landward of top of bank),with a 4'wide cleared path,all as depicted on the site plan prepared by Michael Macrina Architect,dated May 27,2025. Location of action: 54255 County Road 48, Southold Site acreage: 20,985 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 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: Mardik Donikyan (b) Mailing address: 437 Grandview Avenue Englewood,NJ 07631 (c) Telephone number: Area Code 201-638-5849 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes ❑ No ® 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 ❑ 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 ® 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 ❑ No ❑ Not Applicable Consistent with the objectives of Policy 4,the project is designed to protect and minimize potential loss from flooding and erosion on a property that is well protected from such risks by an existing bulkhead and retaining wall,which stabilize the embankment facing Long Island Sound. The project,which is located entirely within a FEMA-designated Flood Zone X and landward of the Coastal Erosion Hazard Area,would replace a dwelling located approximately 28 feet from the top of bank with a dwelling located a minimum of 62 feet from the top of bank,more than twice the existing setback;and replace a patio located 17 feet from the top of bank with a patio located at least 47 feet from the top of bank,almost three times the existing setback.The proposed swimming pool will be located at least 50 feet from the top of bank,compliant with Town Code Section 275-3(D)(1)(a)(5). 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 ® Yes ❑ No ❑ Not Applicable See attached addendum. 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 ADDENDUM FOR MARDIK DONIKYAN 54255 COUNTY ROAD 48 SOUTHOLD,NY SCTM#1000-52-1-4 Consistent with the standards for issuance of a Town wetlands permit set forth by Town Code Section 275-12, the proposed replacement of an existing dwelling with a new dwelling and swimming pool would not adversely affect Town wetlands but should in fact have a net beneficial impact on the environmental condition of the property and adjacent tidal waters of Long Island Sound. Specifically, as a result of the below described design elements and incorporated mitigation measures, the project would result in increased vegetated buffers and separation distances between structures and the adjacent natural resources; potentially reduced runoff and improved runoff quality; and potentially improved groundwater and surface water quality, thus also furthering the respective LWRP Policy 5 and 6 goals of protecting and improving water quality, and protecting and restoring the quality and function of Town of Southold ecosystems. A) Project Design 1) The project,which is located entirely within a FEMA-designated Flood Zone X and landward of the Coastal Erosion Hazard Area, would replace a dwelling located approximately 28 feet from the top of bank with a dwelling located a minimum of 62 feet from the top of bank, more than twice the existing setback; and replace a patio located 17 feet from the top of bank with a patio located at least 47 feet from the top of bank,almost three times the existing setback. The proposed swimming pool will be located at least 50 feet from the top of bank, compliant with Town Code Section 275- 3(1))(1)(a)(5). The project will thus also further the LWRP Policy 4 goals of protecting and minimizing potential loss from flooding and erosion on a property that is also well protected from such risks by an existing bulkhead and retaining wall, which stabilize the embankment facing Long Island Sound. 2) The existing dwelling, which is located just seaward of the "pier line" established by the closest neighboring dwellings to the west and east—and substantially seaward of the pier line that would be created by the construction of the proposed dwelling on the westerly adjacent property (see Town Wetlands Permit No. 10047)—would be replaced by a dwelling located significantly landward of both the existing and potential pier lines, compliant with Section 275-11(A)(3). B) Mitigation Measures 1) The existing conventional and nonconforming septic system,which is located less than 100 feet from the top of bank,would be removed and replaced with a low-nitrogen, innovative/alternative sanitary system (I/A OWTS) located more than 100 feet from the top of bank. Unlike conventional septic systems, I/A OWTS sanitary systems are designed to significantly reduce nitrogen loading into the groundwater table. 2) A stormwater drainage system consisting of leaders, gutters, and drywells is proposed to collect and recharge roof runoff, and a separate drywell is proposed for pool backwash. 3) An 18-ft to 22-ft wide vegetated non-turf buffer would be established and perpetually maintained landward of the existing retaining wall (minimum 15 feet landward of top of bank), thereby additionally mitigating surface water runoff and creating a sink and filter for excess nutrients potentially contained therein before reaching the embankment and the surface waters of Long Island Sound. 4) A project limiting fence would be installed to contain site disturbance and potential surface runoff during construction. See attached addendum. 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 [—] No® 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 evaluation criteria. ❑ Yes ❑ No ® 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. ❑ Yes ❑ 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 ® 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 TITLE Coastal Management Specialist DATE June 10,2025 Robert E. Herrmann Amended on 811105 Ze,Dvll�q/r Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM et I PROPERTY LOCATION: S.CT.M.#: THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A 1000 52 1 4 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN tstrlc Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within the Scope of work for Proposed Construction) 0.482 Acres Generated by a Two(2")Inch Rainfall on Site? ❑(S.F/Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 12,600 SF Site improvements and the permanent creation of construction activity? (S.F./Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Indicating Size&Location?This item shall include all proposed Grade Changes and Demolish existing I-story dwelling and masonry patio,and construct a new Slopes Controlling Surface Water Flow, 2-story, 1,645 sf single-family dwelling with attached 16 sf,80 sf,and 435 sf ❑ 3 Does the Site Plan and/or Survey describe the erosion porches and associated steps;construct a 10'x 30'in-ground swimming pool, and sediment control practices that will be used to 1,160 sf grade-level masonry pool patio,and 12'x 12'shed;install 4'x 8' control site erosion and storm water discharger.This outdoor shower and 4'to 6'high pool enclosure fencing;remove existing septic Item must be maintained throughout the Entire Construction Period. system from within 100 feet of bank,and install new I/A OWTS sanitary system more than 100 feet from bank;install stormwater drainage system,including 4 Will this Project Require any Land Filling, Natt 11 or Excavation where ere is a change to the Natura pool drywell;fill approximately 520 sf area of recessed driveway with on-site Existing Grade involving more than 200 Cubic Yards soil material to match surrounding grades;and establish an 18'to 22'wide of Material within any Parcel? vegetated non-turf buffer landward of retaining wall(min. 15 feet landward of 5 Will this Application Require Land Disturbing Activities top of bank),with a 4'wide cleared path,all as depicted on the site plan prepared Encompassing an Area in Excess of Five Thousand by Michael Macrina Architect,dated May 27,2025. (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres:including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes are part of a larger common plan that will ultimately disturb one or more acres of lands; which Exceed Fifteen(15)feet of Vertical Rise to ❑ XIncluding Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water discharges,(SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shall be prepared prior to the submittal of the NOI. The NOI shall be into and/or in the direction of a Town right-of-way? ❑ submitted to the Department prior to the commencement of construction activity. X 2.The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any 1:1 constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit. In addition,the SWPPP shall identify potential sources of pollution which may reasonably be expected to affect the Area?(This item will NOT include the installation of Driveway Aprons.) quality of storm water discharges. NOTE:If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S.F.&1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in the principles and practices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit. 8 P P P 8 (NOTE: A Check Mark(X)and/or Answer for each Question is Required for a Com let d A lication). STATE OF NEW YORK, COUNTY OF Suffolk SS - -------------------------------- That I, Robert E.Herrmann being duty sworn,deposes and says that he/she is the applicant for Permit, (Na me ------ind----ividual--------sig-nin---g D-----ocum---ent)------------------- of And that he/she is the Agent for Owner - ----------------------------------------------------------------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewith. Sworn to before me this; --------------- lO h - ------ -----day,of,----June------------------------------- 120 25 Notary Pub is -- --- -- -- ----- KI (signatu a f Applicant) FORM - 06/10 V Notary Public—State of New York No.OIST5015931 Qualified in Suffolk County My Commission Expires August 02,20a i v a M1q o xb v eOa eee.xG ... 13 vy !i T) iA OM O]OW.) T �0 a ;". ♦ C .' 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Looking south toward subject dwelling,located 28 feet from top of bank,to be demolished and replaced with new dwelling relocated father landward,a minimum of 64 feet from top of bank,and landward of"pier line." „a. - ,� •% Figure 2i Looking north toward Long Island Sound from existing waterside patio(to be removed and replaced with patio relocated farther landward),and toward 18' to 22'wide area landward of retaining wall to be established as vegetated non-turf buffer. 4 r MARDIK DONIKYAN.54255 COUNTY ROAD 48,SOUTHOLD Wes- _ VAL = Figure 3. Looking east at existing dwelling and patio to be demolished and replaced with new dwelling,patio,and swimming pool located farther landward,and over 18'to 22'wide area landward of retaining wall to be established as vegetated non-turf buffer. i Iy . t _ t figure 4. Looking northwest at existing dwelling and patio to be removed and replaced with structures located farther landward, and at recessed area of existing driveway to be filled to match surrounding grades. / MARDIK DONIKYAN,54255 COUNTY ROAD 48,SOUTHOLD r Figure 5. Looking north at landward side of existing dwelling to be removed,and over area of proposed dwelling,pool and patio. H � I i erial view of subject property and surrounding dwellings to west and east. Image by Google Earth,April 2021. LEGEND: �� SURVEY OF SIGN 0� PROPERTY , -$- TEST HOLE � O�O ti� �� SITUATE LAMP POST '� °� ,,,ti0 `R-) UTILITY POLE <<, r\JP� 6.14 O; ARSHAMOMAQUE °� P TOWN OF SOUTHOLD IV WATER VALVE WATER METER �O� 4.88 rH7 SUFFOLK COUNTY, NEW YORK IN FOUND CONIC. MON. � 6 S.C. TAX No. 1 000-52-01 —04 Q ELECTRIC METER � O PQQP� °°°S 1� Y � Q ,4.93 �13 �� ' �/ SCALE 1 "=40' P�� JANUARY 4 2024 nv t 77. 1 DWELLING ' USES PUBLIC WATER TEST HOLE DATA 2 B8 H7.64 SjPp��P� N/0/F TEST HOLE DUG BY McDONALD GEOSCIENCE t a i 2P t° 1s.s1 VACANT SUSAN GRUN ROGERS DEEDED LOT AREA = 20,985.9 sq. ft. � P� (DECEMBER 12, 2023) �° \ �� o x 0.482 ac. 14 /� S�o \� N/0/F' ° �� 1 t PPS °\�DARK BROWN LOAM (OL) ,\ 19.36 GOYZA LLC LANDWARD TO BULKHEAD = 16,902.4 sq. ft. P O J p / ,�GP�Pp� `\R 3t T X O 0.389 a c. BROWN CLAY (CH) BW�7.76 4.0' �5��E�opy �� r' LANDWARD TO C.E.H.L 13,709.2 sq., ft. 21.5 Ep Ja J��4 / ,yo• c �g�\c�'ha`L5 9 ,�,,��,, j YELLOWISH BROWN AND \l,Oa 22 �.��R A S 1 0 G S,00' 0.315 a C. 9P1t 9d'.o 20 44 •O o BROWN CLAYEY SAND (SC) a� 0 GOB y . 5 22.01 9�r T 9.0' 2154 ,I� o.\k!J, \ 27.24� OP� WATER IN BROWN CLAYEY ,Lp'L1 18 \ \\\ 1.40 SAND AND SANDY CLAY \\ \ (SC & CL) DWELLING 21 45.0' USES PUBLIC WATER WATER IN BROWN CLAY (CH) N/0/F Os� \\e \ .9 52.0' COMB BEACH LLC \ WATER IN BROWN CLAYEY SAND (SC) �T� \\ \ .r` 7.99 \ 57.0' Fyn \ \ \\ NOTES: WATER IN BROWN FINE TO MEDIUM SAND (SP) \ 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM sa.o' 1.01 EXISTING ELEVATIONS ARE SHOWN THUS: xmm 2133 -1 2. FLOOD ZONE INFORMATION TAKEN FROM: x x27=00 t Q O x 20.91 FLOOD INSURANCE RATE MAP No. 36103CO158H zo. 6 QP��`' O ZONE X: AREA OF MINIMAL FLOOD HAZARD 0 1\O ZONE VE: FLOOD HAZARD WITH WAVE ACTION 0� BASE FLOOD ELEVATION DETERMINED 20.29 ELEVATION = 13 x ,QO �� G)Q �. NOTE: LOCATIONS AND EXISTENCE OF ANY EF' 19.44 \�Fy ro /t° SUBSURFACE UTILITIES AND/OR STRUCTURES _' ♦�� \ NOT READILY VISIBLE, ARE NOT CERTIFIED. 1� rL 79.61 \PF. fS O NIX � x THIS SURVEY IS SUBJECT TO ANY EASEMENT METES AND BOUNDS SURVEYING OF RECORD AND ANY OTHER PERCLOSE FACTS 1 WHICH A TITLE SEARCH MIGHT DISCLOSE 53 PROBST DRIVE 'U A°IHORiZED ALTERATION OR ADDITON To A i/ SURVEY MAP BEARING A UCEN D UWD SURVEYOR'S 1 SHIRLEY, NY 11967 SEAL IS A VIOLATION OF ARTICLE 134,SECTION T/9 T 7209,SUBDIVISION 2,OF THE NEW YORK STATE 4/YV/ PHONE (516) 972-5812 EDUCATION LAw \ surveyduderheil@gmail.com "Copies from the original of this survey map „t�.n•I�'I I:r,,,, 1 not marked with an original of the land surveyors inked seal or his embossed seal LOTS: 04 BLOCK: Ol SECTION: 52 DISTRICT: 1000 shall not be considered a valid true copy." Certification indicated hereon signify that MAP OF: this survey was prepared in accordance with the existing Code of Practice for Land Surveys - S•';^'� i;; adopted by the New York State Association of Professional Land Surveyors. Said - SITUATED/p AT: ARSHAMOMAQUE certifications shall run only to the person for whom the survey is prepared, and on his TOWN OF SOUTHOLD, SUFFOLK CO., N.Y. behalf to the title company, p y, governmental agency and lending institution. o f F - ^-•:.t` Certifications are not transferable to i1 additional institutions or subsequent owners." CERTIFIED TO JOB NO.: 23-321 DATE: JANUARY 4, 2024 STORM WATER ZONING CALCULATIONS : 36" MIN. FENCE POST WOVEN WIRE FENCE (14 1/2 GA. MIN., MAX. 6" MESH SPACING) RUN-OFF deeded lot area (to tie line) = 20,985.9 sf(0.482 acres) ? WITH FILTER CLOTH OVER CALCULATIONS : landward to bulkhead = 16,902.4 sf(0.389 acres) HAY BALE landward to C.E.H.L. = 13,709.2 sf(0.315 acres) SEE HAYBALE DETAIL 20" MIN. PROPOSED ROOF RUN-OFF: Zone: R-40 (non conforming lot) section 280-124(B) UNDISTURBED Setbacks: i C h .-a FLOW GROUND '`' • Rainfall Fa2ctor17�1.0 ( ) Principal Building EMBED FILTER CLOTH T • Proposed House, Porch &Garage Area=2,400 sf MIN. 8" INTO GROUND D front = 40 ft as per sect. 280-124(B) - L �y side (min.) = 15 ft 16" MIN. S � •Volume Required = i (rainfall) (area) (run-off factor) side (total) = 35 ft.17' x 2,400 sf x 1.0 = 408 cu.ft. rear = 50 ft A rc h te t Ac SECTION • Drywell Required = WOVEN HARE FENCE 8 ft. dia. Drywell Ring=42.42 cu.ft. per foot of height Gross Floor Area: (landward to C.E.H.L.) 97 L Main Street Ston Bro k NY 1 7 (MIN. 14 1/2 GA., 0 0 �� g g . 408 cu.ft./42.42 cu.ft. per foot of height=9.7 ft. ° Y o 1 90 MAX. 6" MESH SPACING) G ISL� � P 9 2,100 sf plus 12.5/° of lot area In excess of 10,000 sf 10' O.C. MAX. _- 36" MIN. FENCE POSTS, 0 8 30 • Provide: 2,100 sf plus (12.5% x 3,709.2 sf) = 2,564 sf(max allowed) - ��DRIVEN MIN. 16" INTO GROUND 5 0 1 (2)8 ft dia.x 8 ft deep drywell rings(as noted below) max. allowed total coverage) �° -(1)8 ft dia.x 8 ft deep drywell ring (drywell#1) ( g ) phone. 631 686-6585 _ - _----_ ___ _ _ _ _ _ __ __-- _- s�y RY q 2024 -(1)8 ft dia.x 8 ft deep drywell ring (drywell#2) Proposed Gross Floor Area: email. MMacrina@MMArchitectAIA.com __- _- __ __ _ -= __ __ __- _ _-_ _- _ __ _ S OF JANUA First Floor = 1,643 sf web. MMArchitectAlA.com __ ___ _ ----_- _- _--- _ -_ _-- -- \a WATER A - _ -_- -_- -- _ -_- __ - --- _-- 1-l1GO Second Floor- 913 sf These plans are an instrument of service and are _ - -_ _ --- --- T PROPOSED PATIO RUN-OFF: Sr ENT the exclusive property of the architect. _- _-- - _ _ __ _- ___-_ _ HEIGHT of FILTER \3 ApPAR Total Area = 2,556 sf< 2,564 sf(conforms) Infringements of the concepts and design ideas -_- - - _ ...... --- 16" MIN. �j+ • Run-off Factor= 1.0 presented on these drawings shall be prosecuted to the fullest extent of the law. Copyright 2024: -_ _ _ _- '� 6 CJ�I : Rainfall =2"(.1T) • Total Lot Coverage: (landward to C.E.H.L.) Michael Macrina Architect, pc. All rights reserved, -- -- --------- Proposed Patio= 1,160 sf no part of the plans may be reproduced without F�°t1 II s MIN. 20% max. lot coverage allowed the expressed written consent of the architect. PERSPECTIVE VIEW' 8 .� • Volume Required = 13,709.2 sf x 20% = 2,742 sf m \3 N (rainfall) (area) (run-off factor) 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY POSITS : STEEL EITHER T OR U r � 17' X 1,160 sf x 1.0 = 197 cu.ft. (max. allowed total coverage) Drawing Status TO FENCE POSTS WITH WIRE TIES OR STAPLES. TYPE OR 2" HARDWOOD y, 10 • Drywell Required = 2. FILTER CLOTH TO BE FASTENED SECURELY TO ro os d 4ft wide pat ti 3R 13 t' 8 ft. dia. Drywell Ring =42.42 cu.ft. per foot of height LOT COVERAGE CALCULATIONS WOVEN WIRE FENCE WITH TIES SPACED EVERY FENCE : WOVEN WIRE, 14 1/2 GA. P p P 197 cu.ft./42.42 cu.ft. per foot of height=4.7 ft. landward to C.E.H.L. 24" AT TOP AND MID SECTION. 6" MAX. MESH OPENING EX• ZaNE V E 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN I T� I^I00 S X EACH OTHER THEY SHALL BE OVERLAPPED BY FILTEER CLOTH : FILTER X. MIRAFI 10OX, Sj IMG STEP _ ZONE • Provide: (area = 13,709.2 SF) SIX INCHES AND FOLDED. STABILINKA T14ON OR 6y, .�_� Ey(IST NEA DWELLING 1 8 ft dia. x 6 ft deep drywell ring (drywell#3 4. MAINTENANCE SHALL BE PERFORMED AS NEEDED APPROVED EQUAL. j \ A p gULK ( ) P 9 ( ryw ) Issued tO AND MATERIAL REMOVED WHEN 'BULGES" DEVELOP W� TWA 6 M EXISTING PROPOSED IN THE SILT FENCE. PREFFABRICATED UNIT : GEOFAB, Ig - _ _ N USES PUBLIC WATER ENVIROFENCE, OR APPROVED _ EQUAL TWA EXISTI Twt14.58 PROPOSED POOL BACKWASH e -Ny�7.3.6 gW�13 36 VA - top of bank N B=5 HOUSE 1,270 SF 1,645 SF Trustees Project Limiting Fence ce Detail 1 B= N/0/F (1)8 ft dia.x 4 ft deep drywell ring (drywell#4) reto be moved not to scale 1 t top of bank 18,to 22'wl e tat d on-turf buffer s S USAN GR UN R 0 GER S i;. pro tat PROPOSED DRIVEWAY RUN-OFF: 0 oD 1 etaining wall .' RAISED 313 SF v? 1� landwar • Run-off Factor= 1.0 to be 0 SF -- PATIO removed ce ate x gate • Rainfall =2" (AT) 0 i s I 1� �3 Pro' c li 'tin X FE. 0.9 ---- HAZARD AR A 1 k,8 0,�i _ • Proposed Driveway= 1,500sf FRONT C AS- AL EROSI / A� a,w COVERED 0 SF 80 SF 1 t�OUNDAR propose 4ft tall - -� •Volume Required = 01I EXISTING o H I pool enclo ure fen PORCH Nt! RAISED PATIO J ! _ _ - --- - (rainfall) (area) (run-off factor) Dates .17' x 1,500 sf x 1.0 = 255 cu. ft. REAR __8' x6'-de -_ • Drywell Required = PORCH __ p . •�� 0 SF 435 SF 5/27/25 Issued to Trustees _ 1 I - drywel1 #3 a roximatel 520 f recessed ar a of existin q EXISTING PP Y g 9.8�1 0 R HOUSE o rn (patio) driveway to be fille with on-sites it material 8 ft.dia. Drywell Ring =42.42 cu.ft. per foot of height SIDE c o 0 12' 255 cu.ft. /42.42 cu.ft. per foot of height=6.0 ft. 0 SF 16 SF R LINE _ °' ' N I I r- � I^ proposed • Provide: PORCH °' E °' el.22.0 1 el.22.0 12 x12 shed _ P�--�HDUSE 4.� � EXISTING EXISTING 1 STORY I I I oR VEwn I 5i'-6" EXISTING (1)8 ft dia. x 8 ft deep drywell ring (drywell#5) SHED 0 SF 144 SF _ _ FOR LOT 52-�1"02 DWELLING I 1 I ---__-_ I I proposed HOUSE TO BE REMOVED 12-2 ,twater - �'dia.x8'deep POOL 0 SF 300 SF a 1 , _� F.FL.23.44 proposed s I _ _ G.FL.14.57 withh overt tub rearY�li drywell#2 10'overall '�rd line_ 14.3' / 30'x - _- Proposed io N (roof) 1,160 sfq'rade ci + TOTALS 1 583 SF 2 620 SF V l�\'\0 , level poor,patio as fire lace I VACANT , EXISTING p\E, �\O L___ �� ,2 Proposed g p / / 11.5 % 19.1 HOUSE �p0seb 0�_03 �� 6.2-s2 Screened Y r�,- N 0 F r� Ox 1XQ JJ_a---proposed- r- 19.3' Porch I I L� wi o N N 3 1 , GOYZA LLC • Building Height/ Pyramid OR 8'dia.x�'deep II , p1 I F pool drywell 6' 33.4' 2l'-2' T proposed how o' he ro os se conforms to both building height& pyramid laws drywell#4 gravel � q p�' - to house T P p 9 9 PROP. HOUSE o � 4' 4'x64 outdodr c a, Proposed _ 6 ex. cesspo�l-�f4, gate L�7 Two-Story N to piped E - VACANT to be removed � �' N _ @i 6.5� Dwelling_ - - - x5-2'' N Y: SITE PLAN LEGEND : No. Date Description N/O/F as per SCDIHS-t - at to house! D' -- standards I m a top of bank offset____-FFE'=2�5 4 I X I • COMB BEACH LLC i �° win ew -_ 39 s' � __ -- __ Project 0 Indicates Property Line 1„ N �2� Porch �2ut Indicates Setback Line - -- - - Proposed -----------------J 2� 15'-82 0 + s� iO I Porch 1 I �. w 14' I I mI J z mto house i i °I Uall ' f o o i Indicates To Be Removed i JI __________________________ Residence u a , , , - Indicates Fence Propose / 8'dla.p8'dde I ( Electric Power Lines • zg m r \ Drivew proposed P EXISTING or Proposed Structure �� or For i= FE 'dia.x8'deep drywell#,1 I DRIVEWAY Gas,Oil,or Steam u1 r- .2 / el. 22. roo I N _ l l / drywell#5 ( fl I Tr0 BE REMOVED LI J 0 0 3 (driveway) I Communication Lines,CATY Proposed drywell �t l g 1 teach drab; i Q Potable Water (solid cover below grade) `��;� m il� CD / I X I Reclaimed Water,Irrigation,Slurry ro osed d .-�\ Mardik Proposed p dryw ell i I/A OWTS LP LP/ 2> > ?�9 Sewers and Drain Lines (open grate to grade) Septic 2� \ / X I�2 Knawarhat 8@IOW, t___ _i Temporary Survey Markings designed by others �3 q' tall f nG X teS , I CalI before you dig, -._ �. Donikyan rn X x relocate driveway g IProposed Excavation Proposed pool backwash drywell ! ` AREA OF DISTURBANCE � l,p°°I W•m' 16' i I (solid cover below grade) DW'v 54255 Route 48 (1262 ' ,600 sf) 1 f 4 4 4. 0 • i i Project Limiting Fence&Silt Fence Southold, NY �° ° 5g �0 WATER SERVICE NOTES: sctm# 1000 - 52 - 1 - 4 4-� I I T.G. Top of Grate S I FE. 1q.5'5,0.6'W i Install piping on property,4'-6"deep below finished grade,from the TW Top of Wall Jurisdiction 1 2 t\ building to the existing vault(tie in at authority's copper tail) Type"K"soft copper 1-1/2"diameter pipe BW Bottom of Wall Town of Southold O EDGE OF �'(� Maintain 1 Oft separation to all other utilties&septic system. I.E. Invert Elevation 1 a Suffolk County R PAVEMENT L.D. Leader Drop TEST HOLE DATA: T.D. Top of Drywell Drawn By 2>� M.A.M. �ERFD,q 7 Indicates Electric Service -E-E 1%d TEST HOLE DUG BY McDONALD GEOSCIENCE Checked By: ON� DEC. 12, 2023 Indicates Water Service -w w w-w w w- M.A.M. _ Solid Cover Traffic Bear EL. 21.24' 0' DARK BROWN CLAYEY LOAM (OH) Indicates Direction of Grading Pitch Job No. 8" dia. drain inlet Grade to drywell connection 12" min I R 0/�p BROWN CLAY(CH) 2373 � � O/ SDR-35 sewer pipe I 24" max I Indicates Existing Spot Elevation +el 39.0 p pitched at 1/8" per foot �-Traffic Bear'g Dome C - ■� _ 4.g 4.0 Sheet Title Indicates Proposed Spot Elevation el.67 minimum I YELLOWISH BROWN &BROWN $ I I CLAYEY SAND (SC) 8" dia. drywell to ® ® ® ® � � GROUND WATER Site Plan drywell connection j I ® ® ® � ® _ j 4,000 psi Reinforced • I g ( yp) Proposed Site Plan EL. 2.24 19.0 Indicates Stacked Stone Retaining Wall I ® ® ® ® ® ® - I Conc. Rings t 6" dia. roof leader ® ® Ea EA � LA ® x FE WATER IN BROWN CLAYEY SAND ® ® ® � � � � � .� I--I-3'-0" min. Collar &SANDY CLAY(SC&CL) - Zoning connection I ® ® ® ® ® ® ® 'I " = 20' Indicates Proposed Landscape Screening 00 ' 45.0 Wrap drywell with I ® ® FED ® ® c� Backfill w/Clean (D landscape fabric ® ® ® � � � - I Sand & Gravel THIS IS AN ARCHITECTURAL SITE PLAN WATER IN BROWN CLAY CH P I ® ® ® ® ® ® ® " I ( ) Indicates Catch/Trench Drain ® or If unsuitable/clayey soil is I I BASED ON INFORMATION FROM A 52.0' TH uncovered at base of drywell j " SURVEY PREPARED BY : WATER IN BROWN CLAYEY SAND(SC) Indicates Test Hole/Boring Sheet Number : 24 min. north Add a wick down to sand I--------------- --- Metes & Bounds Surveying Limits of Clearing/Grading ' 43 Probst Drive, Shirley, NY 11967 WATER IN BROWN FINE TO Non-Turf Buffers Drywell Detail last dated: January 4, 2024 MEDIUM SAND (SP) not to scale 63.0' Non-Disturbance Buffer