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HomeMy WebLinkAboutTR-9984 Glenn Goldsmith,President ®f S®Ur,�® Town Hall Annex A. Nicholas Krupski,Vice President �® �® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples `v® Fax(631) 765-6641 ®l�c®U ,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 2104C Date: November 1, 2023 THIS CERTIFIES that the installation of a new gravel driveway connecting to the existing one-, delineate the landward edge of the 50' non-disturbance buffer with either a split-rail fence(using non-treated wood posts) a stone wall or boulders with native plantings all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area-, some clearing will be executed with a lawn in front of the house,the installation of underground water and electric services; and the installation of silt fencing during construction to protect the wetlands,• with the condition that the delineation of the non-disturbance buffer be a split rail fence; At 6710 Soundview Avenue, Southold Suffolk County Tax Map#1000-59-8-6.2 Conforms to the application for a Trustees Permit heretofore filed in this office Dated August 5,2021 pursuant to which Trustees Wetland Permit#9984 Dated September 15,2021,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the installation of a new gravel driveway connecting to the existing one,• delineate the landward edge of the 50' non-disturbance buffer with either a split rail fence(using non-treated wood posts) a stone wall or boulders with native plantings,all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area; some clearing will be executed with a lawn in front of the house; the installation of underground water and electric services-, and the installation of silt fencing during construction to protect the wetlands,• with the condition that the delineation of the non-disturbance buffer be a split rail fence. The certificate is issued to Charles Rosenbaum owner of the aforesaid property. dy '&'- - -1 Authorized Signature Glenn Goldsmith, President ®� so Town Hall Annex A. Nicholas Krupski,Vice President .L® �v�® 54375 Route P.O. Box 1179 Eric Sepenoski Southold, New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 C®UNT4,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: 1111113 INSPECTED BY: Elizab��'h �ee�le� Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1st day of construction % constructed Project complete, compliance inspection COMMENTS: °r�t�� ee,�s ��� re4vircw�en 4 dtxvn0- +115 ; Dkani ► svf Ccv�i is a nk CoyVID1 0ACe CERTIFICATE OF COMPLIANCE: CC#: C24-7032 , t r,tt. COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 02114/2024 under Liber D00013236 and Page 244 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 02/14/2024 SUFFOLK COUNTY CLERK VINCENT PULEO SEAL SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 02/14/2024 Number of Pages: 19 At: 03:05:39 PM Receipt Number : 24-0019171 LIBER: D00013236 PAGE: 244 District: Section: Block: Lot: 1000 059.00 08.00 006.002 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $95.00 NO Handling $20.00 NO COE $5. 00 NO NYS SRCHG $15.00 NO TP-584 $0.00 NO Notation $0.00 NO Cert.Copies $12.35 NO RPT $200.00 NO Fees Paid $347.35 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL VINCENT PULEO County Clerk, Suffolk County 0❑2 Number of pages jq RECORDED 2024 Feb 14 03:35:33 PM VINCENT PULEO This document will be public CLERK OF record. Please remove all SUFFDoo COUNTY3236 L D00013�'6 Social Security Numbers P 244 prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total SpeclAssit. Notation — �i it J� or EA-52 17(County) Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX _ Dual Town Dual County— Held P.T.S A. Held for Appointment Comm.of Ed. 5• 00 Transfer Tax Affidavit • Mansion Tax — � a The property covered by this mortgage is eitified Co -- or will be improved by a one or two NYS Surcharge 15. 00 family dwelling only. ' Sub Total YES or NO Grand Total Other : If NO,see appropriate tax clause on cr page# of tru t. S Community Preservation Fund 5243745 1000 05900 0800 006002 Real Property P T S Consideration Amount$ Tax Service R ®N A Agency GPF Tax Due $ Verification 22 Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address J RECORD&RETURN TO: Vacant Land TD TD 1 g'7/ TD Mail to:Vincent Puleo, Suffolk County Clerk 7 Titie Comoanv.Information 310 Center Drive, Riverhead, NY 11901 Q Name www.suffolkeountyny.gov/cle c rk Title.# 8 Suffolk Counly Recording & Endorsement Pa e. r>c G�.,gPi9 T/6 This page forms part of the attached made by: `�� (SPECIFY TYPE OF INSTRUMENT) /(— ll 10H01-1 The premises herein is situated in kr,J)"."f"I SUFFOLK COUNTY,NEW YORK. TO In the TOWN of In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. ��-0�a (over) DECLARATION OF COVENANTS THIS DECLARATION made this A day of C�Cf bet, 2023 by Charles Rosenbaum and Kimberly Landman, residing at 608 President Street, Apt. 4A, Brooklyn, NY 11215 hereinafter referred to as "DECLARANT(S)": WITNESSETH: WHEREAS,DECLARANT(S)is/are the owner(s) of certain real property located on 6710 Soundview Avenue, Town of Southold,County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 59., Block 8, Lot 6.2 which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold(hereinafter the Trustees)pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor,and various activities conducted upon the property may thus be subject to the regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT(S)therefore made application to the Trustees fora permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS, as a condition of the granting of a Wetlands Permit(Exhibit A)to undertake such regulated activities, the Trustees required the delineation of the non-disturbance buffer by a split rail fence. 1 WHEREAS, the DECLARANT has considered the foregoing and has determined that the same will be for the best interests of the DECLARANT and subsequent owners of the Property. NOW, THEREFORE, the DECLARANT(S) do/does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained a 50"wide non-disturbance buffer, the split rail fence will delineate the landward edge of the non-disturbance buffer; as defined by Chapter 275(of the Town Code, as detailed on permit#9984 and as depicted on the survey prepared by Studio A/B Architects dated June 22,2021 and stamped approved on September 15, 2021. (Exhibit B) 2) These covenants shall run with the land and shall be binding on the DECLARANT(S), his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. 2 IN WITNESS WHEREOF,the owner(s)has/have duly executed this instrument JCS this ( ( day of e� � }� ., -� )L a 3 Chiles osenbaum Kimberly Landman STATE OF NEW YORK) COUNTY OF On the If i I day of 19 min the year 2023,before me the appeared Charles Rosenbaum and Kimberly Landman,personally known to me or proved to me on the basis of satisfactory evidence to be the induvial(s)whose name(s) is/are subscribed to the within instrument and acknowledge to me that4w4la/they executed the same in his/her/their capacity, and that by her/their signature(s)on the instrument,the individual or the persons on behalf of which the individual(s)acted,executed the instrument Notary Public `gyp pq. P'JA�/1 M, 3 flOTA 'F11 G.STkTEOrMI`fOM � ' Pto,OiF�.G43i0it „y' #: :Is co'Ay t i 3�a '' QuttiniEtiinlu; z File No: 26046BS LEGAL DESCRIPTION ALL THAT CERTAIN PLOT,PIECE OR PARCEL OF LAND,SITUATE, LYING AND BEING AT SOUTHOLD,IN THE TOWN OF SOUTHOLD,COUNTY OF SUFFOLK AND STATE OF NEW YORK,BEING MORE PARTICULARLY BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTHERLY SIDE OF SOUND V IEW AVENUE,WHICH POINT OF BEGINNING IS LOCATED DISTANT 400.00 FEET WESTERLY FROM THE INTERSECTION OF THE SOUTHERLY SIDE OF SOUND VIEW AVENUE WITH THE WESTERLY SIDE OF HOPE LANE; RUNNING THENCE SOUTH 28 DEGREES 40 MINUTES 09 SECONDS EAST 415.79 FEET ALONG LOT 3 AS SHOWN ON THE MINOR SUBDIVISION MAP FOR DOROSKI FAMILY LIMITED PARTNERSHIP TO A POINT; THENCE SOUTH 50 DEGREES 01 MINUTES 20 SECONDS WEST 348.23 FEET ALONG LOT 4 AS SHOWN ON THE MINOR SUBDIVISION MAP FOR DOROSKI FAMILY LIMITED PARTNERSHIP TO A POINT; THENCE THE FOLLOWING TWO(2)COURSES AND DISTANCES ALONG LOT 1 AS SHOWN ON THE ABOVE MENTIONED MINOR SUBDIVISION MAP; (1)NORTH 0 DEGREES 13 MINUTES 41 SECONDS WEST 372.30 FEET; (2)NORTH 44 DEGREES 16 MINUTES 00 SECONDS WEST 240.00 FEET TO A POINT ON THE SOUTHERLY SIDE OF SOUND VIEW AVENUE; THENCE NORTH 79 DEGREES 21 MINUTES 50 SECONDS EAST 240.51 FEET ALONG THE SOUTHERLY SIDE OF SOUND V IEW AVENUE TO THE POINT OR PLACE OF BEGINNING. SAID LOT IS SHOWN AS LOT 2 ON THE MINOR SUBDIVISION MAP FOR DOROSKI FAMILY LIMITED PARTNERSHIP AT SOUTHOLD,IN THE TOWN OF SOUTHOLD, SUFFOLK COUNTY,NEW YORK FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO. 11497 ON FEBRUARY 20,2007. ALTACammimmar•Schedule A Page 3 :��h,1�•r A s a_ ►�. p_ �'' a__'np�"".M"..:3"m...✓du i.��^..9;MS�i A+.'J^,,�"9� 'fi2'1 'Sig 4YfJ' wl Tl2.°.'9.^'Ly."'1 _ 1 'E BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD NEW YORK , PERMIT NO.9984 DATE: SEPT19M]IER 15,2021 � 1 4 ; ISSUED TO: .CHARLES ROSENBAUM. , f z PROPERTY ADDRESS: 6710 SOUNDVIEW AVENUE.SOUTHOLD L SCTM#1000-59-8-6.2 AUTHORIZATION I Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on September 15,2021, and in consideration of application fee in the sum of$250.00 paid by Charles Rosenbaum and subject to the Terms and Conditions as stated in the Resolution,the Southold Town Board of Trustees authorizes and permits f the following: Wetland Permit to install a new gravel driveway connecting to the existing one;delineate the i landward edge of the 50'non-disturbance buffer with either a split-rail fence(using non- I' treated wood posts),a stone wall,or boulders with native plantings,all with sufficient , elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of ~' water and small animals that inhabit this area;some clearing will be executed,with a lawn in �x front of the house;the installation of underground water and electric services; and the installation of silt fencing during construction to protect the wetlands;with the condition that the delineation of the non-disturbance buffer be a split rail fence; and as depicted on the site plan prepared by studio a/b architects,dated June 22,2021,and stamped approved on September 15,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these presents to be subscribed by a majority of the said Board as of the 15th day of September,2021. CV COP ft rM �a C j .,Il�N+cC': „A7t+r'mzt2Rt5(w87. � �T.S u..'rsPr1�.,Ui 'ii"nriu6.. W'ru?.N'"�nuty wmuLtS587aa1 Qdr::fi33rZ�fni�r. to r __ TERMS AND CONDITIONS The Permittee,Charles Rosenbaum. residing at,6710 Soundview Avenue. Southold.New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: I. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages,of suits arising directly or indirectly as a result of any operation performed pursuant to this permit,and the said Permittee will,at his or her own expense,defend any and all such suits initiated by third parties,and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely,or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents,and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized,or if,in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Penmittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the Iands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. SANITARY SYSTEM DESIGN: RESIDENTIAL DOSE VOLUME: #OF BEDROOMS: 4 REQUIRED MAX:i ADVANCED TREATMENT UNIT: SEPTITECH STAAR 0.5 LATERAL AREA:4 I/AOWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3, = 11 SCDHS RESIDENTIAL STANDARDS STANDARD 5-110 I/AOWTS CAPACITY DESIGNED: 500 GAL PER DAY DESIGNED:70 GP -f LEACHING SYSTEM : PRESSURIZED SHALLOW DRAINFIELDS USING PUMP 39"-WIDE GEOMAT BY GEOMATRIX SYSTEMS LLC TO BE PLACED CAPABLE OF DEL DIRECTLY ON REPLACED SP OR SW SOILS FOR A DEPTH OF 4'BELOW DYNAMIC HEAD THE LEACHING SYSTEM,FOR THE LOWEST APPLICATION RATE AS PER (GOULDS LSP-03, 5-106,B-9,BEING 1 GAL/DAY/SF AS PER TABLE 13 REQUIRED=440 GAL/DAY/SF/1 GAL/DAY/SF3 GAL/DAY/SF=REQUIRED DISTRIBUTION K. AREA OF 440 SF TRANSIT DIA.: 440 SF/3.25 FT(39 IN/12 IN)= 135.4 LF MANIFOLD DIA.: 50%EXPANSION REQUIRED=67.7 LF LATERAL DIA.: DESIGNED: (4)ROWS EACH 34'LF:TOTAL #ORIFICE/LATEF LENGTH 136'LF; #LATERALS PER 50%EXPANSION: (2)ROWS 34'LF #OF ZONES: 1 SIZE OF ORIFICE: 1/8 INCH HOLES WITH ORFICE SHEILDS SPACED 2.0 FT APART LATERAL LENGTF 18 HOLES PER LATERAL;72 TOTAL WITH ORFICE SHIELDS HEAD AT LATERA ELEVATION LIFT: '� gEN1�C'SON Y U81�G`ATER G, S pVdEL�-LN USES P pEGpNIC DUNE 1 pARK EQUIPMENT ACCESS TO USE EXISTING AND PROPOSED I TO REMNN IN An�µto pVgL1G - Y sHOWN'oN tiB lOWo P •59 .1 Z4 PS 9WL?O PRE 11NE N O NR �` • 51 Mo _ l GENERAL CONDITIONS: 1.INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH V ALL CAST-IRON AND HDPE COVERS SI SERVICES'REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY LOCKING,TAMPER- RESISTANT,WATERI IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. AND BE APPROVED FOR SEWAGE USE. G WITHSTANDING A TRUCK WHEEL LOAD(3E 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO VERTICAL DEFLECTION OF 1.5 IN. 3.25 GAU DOSE X 442 SF(TOTAL CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J VIII. IF A RISER COVER WEIGHS LESS THAI 3.25 X 34) (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE DEVICE SHALL BE PROVIDED. -X X GAL SCDHS RESIDENTIAL SUFFOLK COUNTY DEPARTMENT OF LABOR,LICENSING AND CONSUMER AFFAIRS, ( PURSUANT TO SUFFOLK COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR, 2.SEPTIC TANK&I/A OWTS SHALL BE WAI F 6 B)] LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE AND DURABLE MATERIALS THAT ARE N01 HOLDERS. DECAY. �L/DOSE A. ALL SEPTIC TANK&I/A OWTS MUST El 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. MANUFACTURER USING EITHER VACUUV 1. VACUUM TESTING MUST PULL 4% fVERING 24.4 GPM AT 9.9 TOTAL 4•ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND LOSS OF 10%OR LESS. MAINTENANCE)AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE II. WATER TESTING: SEAL TANK;FILI PROVIDER.THE PRESSURIZED SHALLOW DRAINFIELD SHALL BE COVERED BY THE ELEVATION FOR 24 HOURS. REFILL THE Ta 1/115V/0.33 HP,2.9 AMP17.2/8A) SAME O&M AGREEMENT. PERIOD AND LET STAND FOR 10 HOURS.A HOURS. FO 5.SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK B. ALL PENETRATIONS PIPES SHALL BE( 2.0 IN COUNTY DEPARTMENT OF HEALTH SERVICES). SEALED FLEXIBLE JOINT AND THE PIPE G? WITH A STAINLESS STEEL RETRACTABLEi 2.0 IN 6.COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED FLEXIBLE JOINT SHALL BE CAST-IN-PLACE 1 IN REQUIRING;SYSTEM REPLACEMENT IN EVENT OF FAILURE;O&M REQUIREMENT; INSTALLED ONSITE SHALL BE CORE-DRILL ;AL: 18_ ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED;OTHER C. PRECAST CONCRETE SECTIONS SHAL ZONE:4 REQUIREMENTS THAT SCDHS DEEMS NECESSARY. I RUBBER JOINT SEALANT WHICH CONFOI SAME PLANE WILL ALSO HAVE FLAT BUT 1/8 IN 7.PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: JOINT, I:34 FT TOTAL I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN 3.THERE SHALL BE A MINIMUM ONE-F00- OF NINETEEN(19)MG/L OR LESS. INVERT TO THE BOTTOM OF THE TANK CO ,L END:3 FT(2.3 FT REQUIRED) 5 FT SEPTIC/TREATMENT CONSTRUCTION CRITERIA: 4.ACCESS TO EACH TANK OR COMPARTAI I SEPTIC/CONCRRETEETE SHALL NT HALL BE MINIMUM 3000 PSI,28 DAYS SET,AND COMPLY WITH ASTM ACCESS COVER WITH AN INSIDE DIMENSIIN COMPLIANCE WITH 5-111 AND 5-114B-7i C-1227-10A, 'STANDARD SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS" OPENINGS SHALL MEET THE FOLLOWING ING I II ALL NON-CONCRETE TANK WALLS,FLOORS,ROOF AND ACCESS COVERS SHALL A. OPENINGS SHALL BE PROVIDED RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). B. WHERE EXTENSIONS ARE REQUIRED, III. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO C. SEPTIC TANK&EXTENSIONS S ARE M REQUIRED, T- THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS NONCORROSIVE MATERIALS PROMINENT 'AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS'ANSI WARN"ENTRANCE INTO TANK MAYBE FAl Z1000-2007 AND ANY UPDATES THERETO. 5.ADDITIONAL TANK WATERPROOFING IV, EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND ALL CONCRETE TANKS WILL HAVE THE FO DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END WATERPROOF COATING A THEE FO OF THE TANK: TI 1. MANUFACTURER NAME OR LOGO DRIVEWAY 2 CAPACITY AND NUMBER OF OPENINGS SEPTIC TANK&I/A OWTS INSTALLATION S'- 3. MAXIMUM DESIGN LOAD 1.ALL APPLICABLE RECOMMENDATIONS P 4. THE DATE MANUFACTURED, EL q1.5 IMPLEMENTED. STREET �• I SER 1N 2.THE SEPTIC TANK&I/A OWTS SHALL BE pugllC'NA WATER�p,�N I �� ,` (WITH A MAXIMUM TOLERANCE IN ANY DIR MINIMUM 3 INCH THICK(OR MANUFACTUR 11 _Q ®O Cy LEVELED AND COMPACTED SAND(FREE F � , Z_ SHALL BE PLACED AROUND THE SEPTIC T -TALL SET FINISHED GRADE,BE FRESHWATER WETLANDS BOUNDARY AS FIGHT,,INSECT-PROOF,FLAT,SKID-PROOF, �. OVERS AND RISERS SHALL BE CAPABLE OF DELINEATED BY SUFFOLK 1 S IN. OF 2500 LB FOR 60 MIN WITH A MAX. ENVIRONMENTAL CONSULTING,INC. N 60LBS A SECONDARY SAFETY LID OR ON DULY 15,2015 fERTIGHT AND CONSTRUCTED OF SOUND O SUBJECT TO EXCESSIVE CORROSION OR \ E CERTIFIED AS WATERTIGHT BY W•�-F' �'� ` I TESTING OR WATER TESTING METHODS. \ DF MERCURY(HG), FOR 2 MINUTES WITH A #5 L TANK WITH WATER TO OUTLET INVERT \NK TO OUTLET INVERT AFTER 24-HOUR — •.� �G �� ,PPROVED IF WATER LEVEL IS HELD FOR 10 Y / CONNECTED TO TANKS WITH A WATERTIGHT, \ , %SKET SHALL BE FASTENED TO THE PIPE LAMP.FOR CONCRETE TANKS,THE / END ANY NEW HOLES REQUIRED TO BE D. _L BE SEALED WITH ONE(1)-INCH BUTYL 6' RMS TO ASTM C-990.JOINTS ALIGNED IN THE fL TAPE APPLIED TO THE OUTSIDE OF THE AIR SPACE MEASURED FROM THE OUTLET AVER. , ENT OF THE TANK SHALL BE PROVIDED BY AN )N OF AT LEAST 20 INCHES IN DIAMETER,AND r DF CDHS RESIDENTIAL STANDARD 2016.ALL 0 -DI. REQUIREMENTS: \ = 2 ALL INLET AND OUTLET PIPES THEY SHALL BE WATERTIGHT IRERS SHALL PROVIDE A LABEL OF -LOCATION AT EACH ACCESS OPENING TO 17.8+ W 'AL' L f NE OF NO1 -� 1 ,LLOWING ADDITIONAL WATERPROOFING: =RIOR OF THE TANK(CONSEAL CS 55 OR EQ.) '� \ +18.� TANDARDS: PROPOSE ROVIDED BY THE MANUFACTURER SHALL BE STONE C DRIVEWAY INSTALLED AT LEVEL IN ALL DIRECTIONS '� :ECTION OF+/-ONE QUARTER INCH)ON A 1 t5 trwPi e ER'S RECOMMENDATION)BED OF PROPERLY l �` ROM ROCKS)OR PEA GRAVEL. BACKFILL ANK&I/A OWTS IN SUCH A MANNER AS TO — CURRENT EDGE OF WETLANDS N / CURRENT 50` BUFFER V *3 CD THE LANDWARD EDGE OF NON-DISTURBANCE BUFFER LINE (50'LANDWARD EDGE OF WETLANDS) WILL BE DELINEATED WITH EITHER �\\ PROPOSED SPLIT-RAIL FENCE(USING NON-TREATED WOOD POSTS), �% \\ A STONE WALL,OR BOULDERS WITH NATIVE PLANTINGS, ALL WITH SUFFICIENT ELEVATION/SPACING/PENETRATION �. ` IN WALL OR BOULDERS TO ALLOW THE NATURAL FLOW/PASSAGE OF WATER AND SMALL ANIMALS THAT INHABIT THIS AREA. \•t AREA FOR FUTURE 50%EXPANSION OF LEACHING FIELD y � TO ACCOMMODATE(2)34'L,39"W FUTURE EXPANSION (4)34'L,39"WIDE PRESSURIZED GEOMAT /�� L 2V' y( q WM D 4 1 SILAS �m R Zc IHi I i' RE6A 4 ET R� I �r Z } ��•� ,� 1 _ 1 j 70 WETLANDS AREA , A`,, ��y + FROM FILED MAP VZO o o`°p ti4+ ti1,�,�9N , WETLANDS BO.U.NDRYc'F`� c 1 2002 FROM FILED MAP oq ��. �, s °s •c`• NOF DAVID LANDMANF �Q_GF } DEVELOPED Ftv V% USES PUBLIC-WATER , Oi z� �.0` I NEW 100' SETBACK LINE AS BASED ON 2015 FLAGGING I I I ..•ter n• wu nwnrn nu n••n�iry r.r nnr�nr�r�r � I AVOID DAMAGE AND COMPACTED IN 6-INC STONES,STUMPS,AND CONSTRUCTION D EDGE OF PON1b AS LQCtATED BY DkR SHORES INC.ON AUGUST 9,2020 �. VACAN� �O NOF ) . WILLIAM DOUGHERTY .. ` USES PUBLIC WAT R �' 4 i - FRESHWATER WETLANDS BOUNDARY AS DELINEATED FvO BY SUFFOLK ENVIRONMENTAL CONSULTING,INC,ON JULY 15,2015 PERSPECTIVE VIEW CURRENT EDGE OF WETLANDS - CURRENT 50' BUFFER 36" MINIMUM 2 x 2 THE LANDWARD EDGE OF FENCE POST _ I#5. 0 NON-DISTURBANCE BUFFER LINE F � (50'LANDWARD EDGE OF Np W F. DOGE ` WETLANDS)WILL BE DELINEATED WOVEN WIRE REFENC WITH EITHER PROPOSED ( , SPLIT-RAIL FENCE(USING NON-TREATED WOOD POSTS), A STONE WALL, OR BOULDERS WITH FILTER CLOTH — 50' Wl \ �\\ ���G� NATIVE PLANTINGS, GJ ,`0P ALL WITH SUFFICIENT !G ELEVATION/SPACING/PENETRATION NON-D 4 �N BUFFER ��'/ g� \ 5 IN WALL OR BOULDERS TO ALLOW N / THE NATURAL FLOW/PASSAGE OF WATER AND SMALL ANIMALS EMBED FILTER CLOTI \ 110 \/ `�/ THAT INHABIT THIS AREA. MIN. 6" INTO GROUN ROPOSE G 1 :� • --^^ 9.1D WAY W MAPLE �4<.' \` CYo r ' SECTION DETAIL +2 .4 :9 -SE TECH \��c';\�?; v a�` \, (4)34,L 39 WIDE PRESSURIZED — ST 0.50 IN i� GEOMAT MAINTAIN AROOT- s;o a RETE ST \�.���.`���'� ` Stormwater Silt Fence Detains 22' OAK ;63, 231OAK p ����!`��� h FREE ZONE AROUND THE 3 N.T.S. 83��.: . n y�� h� LEACHING FIELD OF A MIN OF 10' r og�>20'FROM SWIMMING POOL p OPOSED 1 STORY HOUSE" 5 \q ON GRADE,FF EL�5.4' 1GM//� 1/ 6 SA- -H LIFTS. BACKFILL SHALL BE FREE OF LARGE � EBRIS. _ — -- +20.41 s SEPTI-TECH STAAR 0.50 �\ MAX. C,to C. CV li ACV 1 112-PUMP BACK w 22"OAK '63 -83/8. 23"OAK ^• H DW PROPOSED 1 STORY HOUSE SLAB ON GRADE,FF EL 25.4',AREA 1945 15 AMP(CONTROL PANEL) AND 20 AMP(PUMPS) CONNECTIONS TO �J r� DEDICATED BREAKERS 25"OAK 541 ON HOUSE MAIN PANEL OPOSED DECk'1402.SF '- - J 4 P OF OI/A OWTS LAYOUT 2 1„ = 20'-0" z GROUND ELEVATION 24' o N Stopp -SC - 2'- BROWN CLAYEY SAND CL 11, REDDISH BROWN CLAYEY i GRAOS - - - - - D CL 20' BROWN SANDY CLAY z_ EL 2' SC 22' BROWN CLAYEY SAND SC WATER IN BROWN CLAYEY SAND 39' Southold WATER IN BROWN FINE TO COARSE SW SAND 45' VENT TERMINATION VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES TEST HOLE FROM FILED MAP DATE 5/18/2001 ABOVE THE ROOF LINE AND THE TOP OF THE VENT REPLACE SOILS FOR A 40'X 25'AREA,TO A DEPTH OF FOUR FEET BELOW GEOMAT 148 CY) '.��" �}•\:t;i ` N1, \ EXCAVATION FOR ST+I/A OWTS:41.1 CY EXCAVATION FOR LEACHING FIELD: 185 CY 0:1,`. ` t EXCAVATION FOR(2)DRY WELLS:91.2 CY(INCWU ES 3' Coll. Ala 1C7 j, FILL FOR DRY WELLS-3'SURROUND t 26 CY CONTROL PAN a MAINTAIN MIN OF 10' BUFFER CLEAR OF \.. DW. TREE/BUSH ROOTS t, AROUND LEACHING \\ . SED JACCUZZI 0 20 FIELD 40 D FT / APPROVED BY -BOARD OF i RUSTEES "TI'�\A/al ^r C/'\11TLJP11 r% ai I C r'LHIV DMJCL/VIV JUrLvmT VC r'KVr r-mi T AT SOUTHOLD,TOWN OF SOUTHOLD I ` SUFFOLK COUNTY,NY i 1000-059.00-01.00-006,002 BY PECONIC SURVEYORS,NYS LIC NO 49618 DATED OCT.2,2013,WITH REVISIONS THROUGH ! AUGUST 19,2020 i WETLANDS BUFFER:08/09/2017 I i WETLAND FLAGS:06/19/2020 j I LOT NUMBERS REFER TO"MINOR SUBDIVISION FOR i DOROSKI FAMILY LIMITED PARTNERSHIP"FILED IN THE I I OFFICE OF SUFFOLK COUNTY CLERK AS MAP NO. 11497 i I AREA:107,997 SF-81,694 SF EXCLUDING 2015 WETLANDS 80,059 SF EXCLUDING 15%SLOPES i; I ZONING:R-80 ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO THE FIVE EASTERN TOWNS TOPOGRAPHIC MAPS I FOR navd'88 EQUIVALENT SUBTRACT 1' 1 I i LOT COVERAGE: HOUSE: 1945 SF DECK: 1402 SF y I! POOL: 1200 SF TOTAL: 4547 SF OR 5.57%OF AREA EXCLUDING 2015 WETLANDS STORMWATER: W HOUSE: 1945 SF,X 2 IN/12=324.17 CF/4224 CFNF=7.68 VF Q DECK: 1402 SF,X 2 IN/12=233.67 CF/42.24 CFNF= 5.54 +' TOTAL REQUIRED: 13.22' PROVIDED:14'VF- (2)7'DEEP,V DIA DRY WELLS 0� 40 ! 6( i +4�5. o n SITE PLAN U 1 It = 40'-0" ca v n a_.__ w �DAI ~OOSED�bECK _ o zzl \ \ +23.8 17"TREE 1 ^\' W OAK � + O 5 TEST HOLE -}= HOUSE j +232 + V 30 OAK ++D ABBREVIATIONS: I I -(. & AND I I 1 .� @ AT �O5 B.C. BOTTOM OF CURB ;I C.O. , + BW BOTTOM OF WALL Vv\\O G 'I" CONC. CONCRETE EL.23.6+/-I I �; C.O. CLEAN OUT DB DISTRIBUTION BOX + F E or ELEC. ELECTRIC OG�O ++ O�F.� Dk ELEV.or EL. ELEVATION 0� G GAS +,�+��Q- V HDPE HIGH-DENSITY + 5'� I/A OWTS NN VATI EENE AND + QO ALTERNATIVE ONSITE -I- WASTEWATER TREATMENT -{- SYSTEM + INV. INVERT + v VACANT LG LEACHING GALLEY + NOF LP LEACHING POOL D + TREIBER FARMS LLC MAX. MAXIMUM W O•` MIN. MINIMUM _ N.T.S. NOT TO SCALE U 0 UJI PROP. PROPOSED _ GENERAL NOTE REQ. REQUIRED 1., BEFORE ANY EXECUTION,VERIFY ON.SITE,IF APPLICABLE: SCDHS SUFFOLK COUNTY DEPARTMENT OF O -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. HEALTH SERVICES -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. ST SEPTIC TANK -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. -ANY UNDERGROUND UTILITIES,INFRASTRUCTURES,AND/OR STRUCTURES T.O. TOP OF 0 5 1 -ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION T.C. TOP OF CURB 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. TW TOP OF WALL 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD W WATER SECTION DIAGR/ CONDITIONS EXIST. W/ WITH 3/16" = V-0" SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF MIUNES 1 tAVhL;I tU GKOUNUWAI tK tLtVAI IUN 3.U'BASED ON 12 INCHES TO THE SLOPED PORTION OF THE ROOF. USGS GROUNDWATER CONDITIONS ON LI. (NO HOUSE TRAP) _TEST HOLE DATA POWER SUPPLY CONNECTED TO DEDICATED 115 VOLT AC,SINGLE-PHASE,20 AMP CIRCUIT BREAKER ON HOUSE PANEL FOR PUMPS AND 15 AMP CIRCUIT FOR CONTROLS.PROVIDE TRANSFER SWITCH FOR GENERATOR CONNECTION GEOMAT 39" W/PRESSURIZED CONTROL PANEL 1"SCH 40 LATERAL LINE, 4"WASTE CAST IRON WITHIN 2' 2"AIR INTAKE TRANSIT AND MANIFOLD: HOLES AS SPECIFIED PRC FROM FOUNDATION WALL, 2 PRESSURIZED SCH 40 Inr CONTINUED TO CLASS 2400 OR PIPE W SDR 35,(OR SDR40) CAST IRON COVERS 3.0'MIN. 1/4"PER 12"SLOPE MIN. TO GRADE,LOCKING, EL.23.17'+I� --illr 01 INSECT PROOF.(TYP)EL.23.4'=/- EL 23'+/- � W � I St 65. J. _ Riv ' 63' TEE FILTER TEE �'.' ;`- O IN TEE SEPThTECH STAR _ _ p 63' a c 0.501N CONC.TAN gly CONCRETE ST W/ WATERPROOFIN ma WATERPROOFING _ _ = ,':'. '•I 132- IFT02 13T' Lo �' REPLACE EXISTING SOIL PC p c'jm O N W/SAND AND GRAVEL Or1 J N J w (SP OR SW SOILS) w COMPACTED �_WOW ¢ A MIN.DEPTH OF 4' Z - 3 BELOW MAT. O SANDIGRAVEL Q> 3 �Z m� o6 p p T � HIGHEST EXPECTED Q,r D - oc GROUNDWATER EL.3.0' o C _l 0YOR L9 J _3 0" J 0 p w Lijti w MOW 0000 Z Z mow -Y NOTE:WATERPROOFING OF CONC.TANKS RECOMMENDED DUE TO HIGH CLAY CONTENT OF SOILS prc 0 FT 101 km sit( 67' So, tvvvry yr w�invw DATE s�,�� I!S�2l� � 'p •i I AUG Southold Town t Board of Trustees ) ECM No. Description Date lovative and Alternative Onsite astewater Treatment System (I/A NTS) [Street] :udio a/b architects I West Main Street, R D,9 ,erhead,NY 11901 1 591 2402 99 13231426 nis@studioabarchitects.com . fling address: o Box 444 �216aS ent NY 11957 pFjvEW`t�Q� ier, -harfes Rosenbaum I/A ®VVTS Layout Project number 21220 Date 6/22/2021 a Drawn by GB dd ,perty Tax Map#: Checked by HA CO )0-059.00-01.00-006.002 °' . N O street address: C 01 10 Soundview Ave. Scale uthold,NY 11971 As indicated Glenn Goldsmith, President �QF SQ(/Ty Town Hall Annex A. Nicholas Krupski,Vice President ,`O ��� 54375 Route 25 John M. Bredeme er III P.O. Box 1179 York Y �[ � Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 oly�UUM`1,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD SOUTHOLD TOWN BOARD OF TRUSTEES YOU ARE REQUIRED TO CONTACT THE OFFICE OF THE BOARD OF TRUSTEES 2 7HOURO S PRIOR TO COMMENCEMENT OF THE ACTIVITIES CHECKED OFF BELOW INSPECTION SCHEDULE x Pre-c6nstructidn; TERMS AND CONDITIONS The Permittee, Charles Rosenbaum, residing at, 6710 Soundview Avenue, Southold,New York as part of the consideration for the issuance of the Permit does understand and prescribe to the following: 1. That the said Board of Trustees and the Town of Southold are released from any and all damages,or claims for damages, of suits arising directly or indirectly as a result of any operation performed pursuant to this permit, and the said Permittee will, at his or her own expense, defend any and all such suits initiated by third parties, and the said Permittee assumes full liability with respect thereto,to the complete exclusion of the Board of Trustees of the Town of Southold. 2. That this Permit is valid for a period of 24 months,which is considered to be the estimated time required to complete the work involved,but should circumstances warrant,request for an extension may be made to the Board at a later date. 3. That this Permit should be retained indefinitely, or as long as the said Permittee wishes to maintain the structure or project involved,to provide evidence to anyone concerned that authorization was originally obtained. 4. That the work involved will be subject to the inspection and approval of the Board or its agents, and non-compliance with the provisions of the originating application may be cause for revocation of this Permit by resolution of the said Board. 5. That there will be no unreasonable interference with navigation as a result of the work herein authorized. 6. That there shall be no interference with the right of the public to pass and repass along the beach between high and low water marks. 7. That if future operations of the Town of Southold require the removal and/or alterations in the location of the work herein authorized, or if, in the opinion of the Board of Trustees,the work shall cause unreasonable obstruction to free navigation,the said Permittee will be required, upon due notice,to remove or alter this work project herein stated without expenses to the Town of Southold. 8. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety(90)calendar days of issuance of this permit. 9. That the said Board will be notified by the Permittee of the completion of the work authorized. 10. That the Pennittee will obtain all other permits and consents that may be required supplemental to this permit,which may be subject to revoke upon failure to obtain same. 11. No right to trespass or interfere with riparian rights. This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perforin the permitted work nor does it authorize the impairment of any rights,title, or interest in real or personal property held or vested in a person not a party to the permit. Glenn Goldsmith,President ��0� SU!/P,�&0Town Hall Annex 1 A.Nicholas Krupski,Vice President ,`O 54375 Route 25 P.O.Box 1179 John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G Telephone(631) 765-1892 Greg Williams '� �� Fax(631) 765-6641 �yCOUNI`1,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 17, 2021 Glynis Berry, AIA Studio a/b architects P.O. Box 444 Orient, NY 11957 RE: CHARLES ROSENBAUM 6710 SOUNDVIEW AVENUE, SOUTHOLD SCTM# 1000-59-8-6.2 Dear Ms. Berry: The Board of Town Trustees took the following action during its regular meeting held on Wednesday, September 15, 2021 regarding the above matter: WHEREAS, Glynis Berry, AIA of studio,a/b architects, on behalf of CHARLES ROSENBAUM applied to the Southold Town Trustees for a permit under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated August 5, 2021, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator recommended that the proposed application be found Consistent with the LWRP, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on September 15, 2021, at which time all interested persons were given an opportunity to be heard, and, WHEREAS, the Board members have personally viewed and are familiar with the premises in question and the surrounding area, and, WHEREAS, the Board has considered all the testimony and documentation submitted concerning this application, and, 2 WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, NOW THEREFORE BE IT, RESOLVED, that for the mitigating factors and based upon the Best Management Practice requirement imposed above, the Board of Trustees deems the action to be Consistent with the Local Waterfront Revitalization Program pursuant to Chapter 268-5 of the Southold Town Code, and, RESOLVED, that the Board of Trustees approve the application of CHARLES ROSENBAUM to install a new gravel driveway connecting 16 the existing one; delineate the landward edge of the 50' non-disturbance buffer with either a split-rail fence (using non-treated wood posts), a stone wall, or boulders with native plantings, all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area; some clearing will be executed, with a lawn in front of the house; the installation of underground water and electric services; and the installation'of silt fencing during construction to protect the wetlands; with the condition that the delineation of the non-disturbance buffer be a split rail fence; and as depicted on the site plan prepared by studio a/b architects, dated June 22, 2021, and stamped approved on September 15, 2021. Permit to construct and complete project will expire two years from'the date,the permit is signed. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: $100.00 Very truly yours, &� Genn Goldsmith President, Board of Trustees GG:dd , ®suFFoc,��o Glenn Goldsmith, President =moo ��� Town Hall Annex 9 (� A Nicholas Krupski, Vice-President o $ 54375 Route 25 ' John M. Bredemeyer, III o ® yr P.O. Box 1179 Michael J. Domino Southold, NY 11971 Greg Williams �l 'x' Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: CHARLES ROSENBAUM c/o GLYNIS BERRY Please be advised that your application dated August 5, 2021 has been reviewed by this Board at the regular meeting of September 15, 2021 and your application has been approved pending the completion of the following items checked off below. Revised Plans for proposed project x Pre-Construction Hay Bale Line Inspection Fee ($50.00) — SILT FENCE 1St Day of Construction ($50.00) X Final Inspection Fee ($50.00) Dock Fees ($3.00 per sq. ft.) The Permittee is required to provide evidence that the non-turf buffer condition of the Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Permit fees are now due. Please make check or money order payable to Town of Southold. The fee is computed below according to the schedule of rates as set forth in Chapter 275 of the Southold Town Code. The following fee must be paid within 90 days or re-application fees will be necessary. You will receive your permit upon completion of the above. TOTAL FEES DUE: $ 100.00 BY: Glenn Goldsmith, President Board of Trustees �� bD GENERAL CONDITIONS: \, 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH V ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE FRESHWATER WETLANDS BOUNDARY AS LF' SANITARY SYSTEM DESIGN: SERVICES'REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY LOCKING, TAMPER- RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF, �• \ CURRENT EDGE OF WETLANDS IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. AND BE APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF DELINEATED BY SUFFOLK \t WITHSTANDING A TRUCK WHEEL LOAD(35 S IN. OF 2500 LB FOR 60 MIN WITH A MAX. ENVIRONMENTAL CONSULTING, INC. \ N RESIDENTIAL DOSE VOLUME: 2. THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO VERTICAL DEFLECTION OF 1.5 IN. ON JULY 15,2015 - \ CURRENT 50' BUFFER #OF BEDROOMS: 4 REQUIRED MAX: 0.25 GAU DOSE X 442 SF (TOTAL CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J VIII. IF A RISER COVER WEIGHS LESS THAN 60LBS A SECONDARY SAFETY LID OR ADVANCED TREATMENT UNIT: SEPTITECH STAAR 0.5 LATERAL AREA:4 X 3.25 X 34) (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE DEVICE SHALL BE PROVIDED. I/AOWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3, = 110.5 GAL SCDHS RESIDENTIAL SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, ( PURSUANT TO SUFFOLK COUNTY CODE§563-79(11)(J).THE DEPARTMENT OF LABOR, 2. SEPTIC TANK& I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND SCDHS RESIDENTIAL STANDARDS STANDARD 5-110 F 6 B)] LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE AND DURABLE MATERIALS THAT ARE NOl SUBJECT TO EXCESSIVE CORROSION OR \ I/AOWTS CAPACITY DESIGNED: 500 GAL PER DAY HOLDERS. DECAY. DESIGNED: 70 GAUDOSE A. ALL SEPTIC TANK&1/A OWTS MUST EE CERTIFIED AS WATERTIGHT BY W `$k5 \ O�3 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. LEACHING SYSTEM : PRESSURIZED SHALLOW DRAINFIELDS USING I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A � 39"-WIDE GEOMAT BY GEOMATRIX SYSTEMS LLC TO BE PLACED PUMP 4.ALL INSTALLED 1/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND LOSS OF 10%OR LESS. THE LANDWARD EDGE OF CAPABLE OF DELIVERING 24.4 GPM AT 9.9 TOTAL MAINTENANCE AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE II. WATER TESTING: SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT DIRECTLY ON REPLACED SP OR SW SOILS FOR A DEPTH OF 4'BELOW DYNAMIC HEAD PROVIDER. THE PRESSURIZED SHALLOW DRAINFIELD SHALL BE COVERED BY THE ELEVATION FOR 24 HOURS. REFILL THE T4NK TO OUTLET INVERT AFTER 24-HOUR NON-DISTURBANCE BUFFER LINE { THE LEACHING SYSTEM, FOR THE LOWEST APPLICATION RATE AS PER GOULDS LSP-03, )1/115V/0.33 HP,2.9 AMP/7.2/8A SAME O&M AGREEMENT. PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 6 \ G� \ �\ (50' LANDWARD EDGE OF WETLANDS) 5-106, B-9, BEING 1 GAL/DAY/SF AS PER TABLE 13 HOURS. WILL BE DELINEATED WITH EITHER DISTRIBUTION INFO 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS (SUFFOLK B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT, \ \ \' PROPOSED REQUIRED=440 GAL/DAY/SF/1 GAUDAY/SF3 GAUDAY/SF = REQUIRED COUNTY DEPARTMENT OF HEALTH SERVICES). SEALED FLEXIBLE JOINT AND THE PIPE G,4SKET SHALL BE FASTENED TO THE PIPE / \\ SPLIT-RAIL FENCE USING TRANSIT DIA.: 2.0 IN e. *.�. AREA OF 440 SF WITH A STAINLESS STEEL RETRACTABLE CLAMP. FOR CONCRETE TANKS, THE \ Z \ i �, NON-TREATED WOOD POSTS MANIFOLD DIA.: 2.0 IN 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED FLEXIBLE JOINT SHALL BE CAST-IN-PLACE AND ANY NEW HOLES REQUIRED TO BE i )' 440 SF/3.25 FT(39 IN/ 12 IN)= 135.4 LF ' �' �\ A STONE WALL OR BOULDERS WITH LATERAL DIA.: 1 IN REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT; INSTALLED ONSITE SHALL BE CORE-DRILLED. 6' 50%EXPANSION REQUIRED=67.7 LF \ 6'- NATIVE PLANTINGS, DESIGNED: (4)ROWS EACH #ORIFICE/LATERAL: 18 ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED;OTHER C. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH ONE (1)-INCH BUTYL \ � i #LATERALS PER ZONE:4 REQUIREMENTS THAT SCDHS DEEMS NECESSARY. RUBBER JOINT SEALANT WHICH CONFGRMS TO ASTM C-990. JOINTS ALIGNED IN THE ALL WITH SUFFICIENT LENGTH 136'LF; #OF ZONES: 1 $ SAME PLANE WILL ALSO HAVE FLAT BUTYL TAPE APPLIED TO THE OUTSIDE OF THE \ / \ ��� ELEVATION/SPACING/PENETRATION 50%EXPANSION: (2)ROWS 34' LF SIZE OF ORIFICE: 1/8 IN 7. PERFORMANCE STANDARDS FOR IIA OWTS TECHNOLOGIES: JOINT, \ '� IN WALL LATERAL LENGTH:34 FT TOTAL I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN 3.THERE SHALL BE A MINIMUM ONE-F00-AIR SPACE MEASURED FROM THE OUTLET ��' \ �, \\ �i G�. OR BOULDERS TO ALLOW THE 1/8 INCH HOLES WITH ORFICE SHEILDS SPACED 2.0 FT APART OF NINETEEN (19) MG/L OR LESS. INVERT TO THE BOTTOM OF THE TANK COVER. �� NATURAL FLOW/PASSAGE HEAD AT LATERAL END: 3 FT(2.3 FT REQUIRED) � x /18 HOLES PER LATERAL; 72 TOTAL WITH ORRICE SHIELDSELEVATION LIFT: 5 FT SEPTICITREATMENT CONSTRUCTION CRITERIA: � OF WATER AND SMALL ANIMALS 1. SEPTIC/TREATMENT 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN CwJ \\ \ \\'\ C3 THAT INHABIT THIS AREA. I CONCRETE SHALL BE MINIMUM 3000 PSI, 28 DAYS SET,AND COMPLY WITH ASTM ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND C O -DIS URM3 C-1227-10A, "STANDARD SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS" IN COMPLIANCE WITH 5-111 AND 5-114B-70F CDHS RESIDENTIAL STANDARD 2016. ALL '9O OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: \ 8 \ 11 ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL \ \��/ \ A. OPENINGS SHALL BE PROVIDED OVER ALL INLET AND OUTLET PIPES RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT PSF). ` \ III. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO B. WHERE EXTENSIONS ARE REQUIRED THEY SHALL BE WATERTIGHT THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS C. SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI NONCORROSIVE MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO 17.8+ �--- �•- \ - 21000-2007 AND ANY UPDATES THERETO. WARN"ENTRANCE INTO TANK MAY BE FATAL" LINE URBI\�" ` '� NNYANNOTTt TER IV. EACH SEPTIC TANK&I/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND 5.ADDITIONAL TANK WATERPROOFING Q ' �\{� -Lir \ V� / �NGSO VVA DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END ALL CONCRETE TANKS WILL HAVE THE FOLLOWING ADDITIONAL WATERPROOFING: -^ aENG,USES pUgL1C OF THE TANK: WATERPROOF COATING ON THE EXTERIOR OF THE TANK(CONSEAL CS 55 OR EQ.) I /� ^ ��\ 00 tC pUNES pWELL�N _ 1. MANUFACTURER NAME OR LOGO +18.� CON 2. CAPACITY AND NUMBER OF OPENINGS pE PARK EQUIPMENT ACCESS TO USE EXISTING AND PROPOSED DRIVEWAY 3. MAXIMUM DESIGN LOAD SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS: PROPOSE ,��, a' %/ �' �N AREA FOR FUTURE 50% EXPANSION OF LEACHING FIELD + 4. THE DATE MANUFACTURED. 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE �2'�` % �� , - 1N+N 5 STONE C _ % y� TO ACCOMMODATE(2)34 L 39' W FUTURE EXPANSION _ (2EMA Cp-_150 S�R�EyTO IMPLEMENTED. DRIVEWAY OF EL.11• - - " / ' \� UC W ER N ori AnACHA ONO ENTaEs.�&s,z� STREET _ y �.r : `� PUB1_1C Y SNOW TREES T 1pp0 59 W p jER�N O 9.1 i f• ` r \i' pCiST�N� T k_O qi gI- RMA1N 2.THE SEPTIC TANK&I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS �� 1� - �0 = <„ C._° - 3' �. (4)34 L 39 WIDE PRESSURIZED AsBu11 p1R S R�E"NE �BErWEEN �O _ � (WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A %� 1-.To �,� �•' \ GEOMAT OROER R . WASE MINIMUM 3 INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED OF PROPERLY MAPLE i� D V1�w AVE COMMOp1PROPE ' �1 / "��! -� 40 �I LEVELED AND COMPACSHALL BE PLACED TED SAND(FREE FROM ROCKS)OR PEA GRAVEL. BACKFILL --^�"; ' j/S IN SUCH A MANNER AS TO / 2` ''/ °tet` L 2 S UN O 50 �- / ��. AVOID DAMAGE AND COMPACTED N 6ND THE I NCHNLIFTS. BACKFILL SHALL BE FREE OF LARGE �/ "� / �� t ��t :\`P: �, REPLACE SOILS FOR A 40'X25'AREA TO A 9 --- SEPTI-TECH ° \° �� ' STONES, STUMPS,AND CONSTRUCTION DEBRIS. ----- �= - ---�� +20.4 g �,-� � •� � ��-�'� �•�.� w • - � � DEPTH OF FOUR FEET BELOW GEOMAT _ { STAAR 0.50 t• t WM 81 t ��� t\;t\ t t.\���.. �\ {•" 148 CY) C u '7 1rz"PUMP BACK ��� 8'MSN ...�� .`��.`�:.t. `�:' e \ 11 MAX C. to C. 6.fl, i , , °\, #1 \ \` k 22"OAK L ��- F , o \t \ EXCAVATION FOR ST+ I/A OWTS:41.1 CY E I U , t ` , ° EXCAVATION FOR LEACHING FIELD: 185 CY REBAR N EL i EDGE OF POND AS LOBATED BY D R it , \ T ,r z t. \,� \ ET R+ SHORES INC. ON AUGU T 9 2020 i w Q ��' ` j 63' 83jg„ EXCAVATION FOR(2) DRY WELLS: 91.2 CY(INCLU ES 3' 2 G7 ` �! V ` \ DE - _ �(l�? 23"CA to 2`J� p `, V a - g w DW i� CO it \\J ;)� t: ° �, FILL FOR DRY WELLS-3' SURROUND=26 CY Qo '\ ��� F• WETLANDS AREA I --- G \ VACAN is w PROPOSED 1 STORY HOUSE r a{ 2"Alr��`AKE ` FROM FILED MAP i �o �, NOF / j _ (� _ CONT OL PAN j WILLIAM DOUGHERTY ( �' f `.�r V �, - _ 1 SLAB ON GRADE, FF EL 25.4,AREA 1945 SF 4 / �oA`.� '' I r /� N [_ N 15 AMP (CONTROL PANEL) C� \, o OT 0ti USES PUBLIC WATER a( = rr AND 20 AMP (PUMPS) --- > O / i /� O* \r> t.� \r CONNECTIONS TO DEDICATED BREAKERS \. FRESHWATER WETLANDS BOUNDARY AS DELINEATED FSO 25"OAK 5 __ ' ON HOUSE MAIN PANEL 3 MtAINTAIN MIN OF 10' \\� a F BY SUFFOLK ENVIRONMENTAL CONSULTING, INC.ON _ , NDRY CO 92 ,moi 'JULY 15,2015 PERSPECTIVE VIEW - _- __ _ _ _ �/DW TREE BUSH ROOTS WETLANDS BOU , -- AROUND LEACHING i 2002 FROM FILED MAP A�O�s���.�� - ' FIELD \, i OPOSED DECk 1�402.SF \ 0sFo'°F`, CO-' CURRENT EDGE OF WETLANDS - - 4 I? OP SED JACCUZZI o 20 40 0 FT CURRENT 50' BUFFER 36" MINIMUM 2 x 2 NOF W'L it l�,���,, �FOG - , � THE LANDWARD EDGE OF FENCE POST DAVID LANDMAN ,` FOF WF•L. NON-DISTURBANCE BUFFER LINE DEVELOPED w F' 0OF USES PUBLIC WATER ,- `, r�NpS W L F. OGE WETLAN S)WILL BEEDELINEATED WOVEN WIRE FENCE 2 I/A OWTS LAYOUT # ti WITH EITHER PROPOSED (6 x 6 - 10/ 10 WWF) j� SPLIT-RAIL FENCE(USING NON-TREATED WOOD POSTS), Z A STONE WALL, OR BOULDERS WITH FILTER CLOTH g GROUND ELEVATION 24' xO 50' W I E ��G`t` NATIVE PLANTINGS, N 00.* R a \\ /,. \� J��Q` ALL WITH SUFFICIENT SCOP -SC - 2'_ BROWN CLAYEY SAND O� RE6A i G !�� ELEVATION/SPACING/PENETRATION E NON-D N BUFFER , g� CJ IN WALL OR BOULDERS TO ALLOW -- � CL 11' REDDISH BROWN CLAYEY t \ THE NATURAL FLOW/PASSAGE o TFENCE �\`�' / OF WATER AND SMALL ANIMALS EMBED FILTER CLOTH GRAOE O \ V0/\/ ��/�j THAT INHABIT THIS AREA. MIN. 6" INTO GROUND -CL - 20' BROWN SANDY CLAY _ _ Z EL 2' SC 22' BROWN CLAYEY SAND 0 ROPOSED G -T2- /- \ \� � - �O 9.1 D WAY \ .� io W ' 15"MAPLE ,/ �C'L�' c9 SC WATER IN BROWN CLAYEY SAND \ (\ ( a �/ 3g °� c;� SECTION DETAIL +2 .4 -SE ,TECH \` - - - 39 I a�at°t \� (4)34 L 39 WIDE PRESSURIZED J 6,- is ST 0.50 IN n ���`\\�\t,\��a �\ GEOMAT MAINTAIN A ROOT- WATER IN BROWN FINE TO COARSE T „ a\ t Stormwater Silt Fence Detauls, Southold NEW 100' SETBACK LINE AS BASED ON I : M ,63,, 23"OAK p \g t�. . FREE ZONE AROUND THE - - SW SAND I 22"OAK o° RETE S i Dw 838 n ��tt`t X15 LEACHING FIELD OF A MIN OF 10' N.T.S. 2015 FLAGGING TDE i t r �` \\4>20'FROM SWIMMING POOL 45 J 'P OPOSED1 STORY HOUSE' 5� VENT TERMINATION APPROVE® BY `S B ON GRADE, FF EL'75.4' p �^ VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES TEST HOLE FROM FILED MAP DATE 5/18/2001 BOARD OF I r�USTEES SITE PLAN BASED ON SURVEY OF PROPERTY 25"O K 5r- _ 8.33' - ABOVE THE ROOF LINE AND THE TOP OF THE VENT 5ti �l. SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF HIGHEST EXPECTED GROUNDWATER ELEVATION 3.0'BASED ON TOWN OF SOUTHOLD IDYWVVAT SOUTHOLD,TOWN OF SOUTHOLD �I OSED-bECK _ _ 7'DE 'DAi ^� �� 12 INCHES TO THE SLOPED PORTION OF THE ROOF. USGS GROUNDWATER CONDITIONS ON LI. �^ I I- SUFFOLK COUNTY, NY i ` -Ja o OSEDJAOCU771 _-..� (NO HOUSE TRAP} TEST HOLE DATA DATE 5eMg �5, =4 1000-059.00-01.00-006.002 I 9 BY PECONIC SURVEYORS, NYS LIC NO 49618 i +23.8 �� p - POWER SUPPLY CONNECTED TO DEDICATED 5 N.T.S. I DATED OCT.2,2013,WITH REVISIONS THROUGH , '4- � 17"TREE . ' -� ��' i 115 VOLT AC, SINGLE-PHASE,20 AMP CIRCUIT AUG � AUGUST 19 2020 BREAKER ON HOUSE PANEL FOR PUMPS AND - I V 1 ! +23.7 +23.1 ,�`L�' +�Cc� r--- 15 AMP CIRCUIT FOR CONTROLS. PROVIDE _ WETLANDS BUFFER: 08/09/2017 I' i Ov 18 OAK ,�5� + �`3 I TRANSFER SWITCH FOR GENERATOR WETLAND FLAGS: 08/19/2020 �I �,o + 0 , i Southold Town -' ,-I- i , CONNECTION GEOMAT 39" , Board of TrJFstees �� W/PRESSURIZED LOT NUMBERS REFER TO MINOR SUBDIVISION FOR i 0 TEST HOLE �` HOUSE i CONTROL PANEL I �, I 1 SCH 40 LATERAL LINE, DOROSKI FAMILY LIMITED PARTNERSHIP"FILED IN THE !I'I II +23.2 +"+�/ i i 4"WASTE CAST IRON WITHIN 2' 2"AIR INTAKE TRANSIT AND MANIFOLD: HOLES AS SPECIFIED OFFICE OF SUFFOLK COUNTY CLERK AS MAP NO. 11497 . I „ PROJECT: NO. Description Date I, + � , FROM FOUNDATION WALL, 2 PRESSURIZED SCH 40 Innovative and Alternative Onsite AREA: 107,997 SF-81,694 SF EXCLUDING 2015 WETLANDS i 30"OAK �C}��` ABBREVIATIONS. �+ CONTINUED TO CLASS 2400 OR PIPE 80,059 SF EXCLUDING 15%SLOPES I +� ✓ EL.25.4 / I i n/ SDR 35, (OR SDR40) CAST IRON COVERS 3.0' MIN. Wastewater Treatment System (I/A ZONING: R-80 I -{- & AND I �/ 1/4"PER 12"SLOPE MIN. TO GRADE, LOCKING, EL.23.17'+/-'- � OWTS) [Street] 5 -I- @ AT - i __ _��; _ INSECT PROOF. (TYP) - ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO ,I 0� + B.C. BOTTOM OF CURB C.O. EL.23.4+/ EL.23+/ studio a/b architects THE FIVE EASTERN TOWNS TOPOGRAPHIC MAPS O + BW BOTTOM OF WALL I z - I � -}- EL. 23.8+/- � � � - FOR navd'88 EQUIVALENT SUBTRACT 1' 1 `�C� .� CONC. CONCRETE i NM w 651 West Main Street, C.O. CLEAN OUT Riverhead, NY 11901 TEE FILTER TEE e LOT COVERAGE: DB DISTRIBUTION BOX \, i ; ,, 631 591 2402 _ 99 �\ cn 631 3231426 i 7 HOUSE: 1945 SF OCG "� �F� E or ELEC. ELECTRIC IN TEE SEPTI-TECH STAR -, "i . ; : i DECK: 1402 SF `i' �G ELEV.or EL. ELEVATION ' 0.50 IN CONC.TAN � � �� � � •� •-� 3 '-;` �-"�'--=� glynis@studioabarchitects.com •r,•:=�; �r� �.Jl� �I Dc . g i i:. d., cn :- :- J POOL: 1200 SF QG �'�' �O O� G GAS CONCRETE ST W/ M WATERPROOFIN TOTAL: 4547 SF OR 5.57%OF AREA EXCLUDING 2015 � HDPE HIGH-DENSITY WATERPROOFING cn mailing address: POLYETHYLENE - PO Box 444 �' ' X2184$ O WETLANDS N -} of 132' 18"TO ' 132 REPLACE EXISTING SOIL Qc Q� -I- g'� I/A OWTS INNOVATIVE AND p N O N W/SAND AND GRAVEL Orient NY 11957 �/V STORMWATER: W -{- ALTERNATIVE ONSITE J N � Q .i w (SP OR SW SOILS) HOUSE: 1945 SF,X 2 IN/12 = 324.17 CF/42.24 CF/VF=7.68 VF Q 'I` WASTEWATER TREATMENT 3"MIN O ,l J O w A MIN. DEPTH OF 4' DECK: 1402 SF,X 2 IN/12= 233.67 CF/42.24 CF/VF = 5.54 + SYSTEM w COMPACTED z w TOTAL REQUIRED: 13.22' INV. INVERT Q SAND/GRAVEL Cl: z O Q p BELOW MAT. PROVIDED: 14'VF- (2)7'DEEP, V DIA DRY WELLS + �� VACANT LG LEACHING GALLEY � � - °� � of z -I` O o D HIGHEST EXPECTED NOF LP LEACHING POOL z _ Owner TREIBER FARMS LLC o W GROUNDWATER EL.3.0' MAX. MAXIMUM X � � D 40 60 MIN. MINIMUM x = N 1 Er N N Y N O Charles Rosenbaum I/A OWTS Layout + 0 N.T.S. NOT TO SCALE -� c9 -1 0 z O -i -i 0 z � i- �'�O PROP. PROPOSED w z w O w w E- w > ?� 0 u- J ~ > 0 u. J > Project number 21220 GENERAL NOTE REQ. REQUIRED z 0 _ CO O w _ z m O w z Date 6/22/2021 -{- � 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: SCDHS SUFFOLK COUNTY DEPARTMENT OF - - a -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLEGRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE D. PENETRATES. HEALTH SERVICES Drawn by GB -}-, ST SEPTIC TANK NOTE:WATERPROOFING OF CONC.TANKS RECOMMENDED DUE TO HIGH CLAY CONTENT OF SOILS -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. 00 �' fro• -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES T.O. TOP OF 0 5 10 FT property Tax Map#: Checked by HA M ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION T.C. TOP OF CURB 1000-059.00-01.00-006.002 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. TW TOP OF WALL o SITE PLAN 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOOD W WATER SECTION DIAGRAM site street address: C. O 1 N 1 1„ = CONDITIONS Scale CONDITIONS EXIST. W/ WITH 3/16" - 1'-0" 6710 Soundview Ave. Sq Southold, NY 11971 As indicated �3_ IIF PUMP=®ACK Y U m 13"OF TOP SOIL a 1"SCH.40 PVC DISTRIBUTION PIPE (6"MIN.TO 18"REC. MAX.) DISTRIBUTION PIPE aSPECIFIED ORIFICE HOLES SHALL BE UNIFORM OVER SYSTEM ORIFICE SHIELD WITH GEOGUARD ORIFICE SHIELD 39"GEOMAT WIDTH 2'- 0" MIN. MANIFOLD FABRIC - GEOMAT ----� - -------� --� r---------- I V BALL VALVE f-------- S"1.'"-----------1 r- �"b GEOMAT CORE SIDE CLEARANCE CLEANOUT&DISTAL HEAD PORT 1 HEAVY DUTY I I 1 1 I I 1 AND COVER GEOMAT LENGTH 1 LOCKING COVER/ 1 1 1 1 1 1 1 FABRIC W/THREADED CAP ;a H10 LOADING - TOP OF FILL / FINISHED GRADE EL.23.17' +/- SLOPE - -. - 1/3 MAX. u•� � 1 I I I � � I 1 1 1 EL.23'+/- A 3'+/- � I----- I I ''---III---�'�. ( (------� � '.- - � ', I — p` CONCRETE 4,000 P.S.I c 1 1 1 1 I '�I 1 - - @ 28-DAYS eREBAR- 1-+ - - 1 -1 - - - a ASTM A-615,GRADE ° 1 60 W/WELDED WIRE 1 1 1 Orr PIP 1 \ i/ \� // \`�i/�,�i/ 1 I I e a:e 36" MIN. FABRIC ASTM A-185 11 1 I 11 1 e'<° �' MANIFOLD INV. EL.22.35' 1 h-1 I I t-I 1 ,9° J 8 , 8 Q 1 1 1 I I \ 1 1 1 - 9 -$ 1/8"PER 12"SLOPE O ° " d,a.a .� a.e, pae-d - .. a e C e 1 1 1 1 1 1 1 1 PERMEABLE FILL ° " a. DOWN TO LATERAL ° 1 LINE OF WALL TICKNESS 1 1 1 1 I I I 1-60 MINUTES PER INCH z'a L--------------------- -�-��-- -----J L- ------- -�'1J`�----------� PERCOLATION RATE OR g ¢ --------- - - - - - - - - - - ` SAND AND LOAMY SAND. — - — - — - — - — - — - — - — - 4"GRAVITY INLET 4" 1, 4" 4" ¢ Q 4" REPLACE EXISTING SOIL FOR _z GROUND WATER BOTTOM PIPE FROM HOME 10 -01, iv F- 10 -0 A DEPTH OF 4' BELOW MAT EL. 3 OF MAT 10'-81, CIA - 10'-8" iv EL.22.19' N FILTER 0 1 2 FT PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED GEOMAT LEACHING SYSTEM PLAN VIEW I I I CROSS SECTION LONGITUDINAL CROSS SECTION NOTE: - PROVIDE#4 REBAR @ 12"D.C. -GEOMAT LEACHING SYSTEM DETAILS 1 VERTICAL&HORIZONTAL(TYP.) HEALOCKING DUTY VER/ SDR35 PVC PIPE U 1/2" = 1'-0" - CONCRETE 4,000 P.S.I @ 28 DAYS W/ H10 LOADING PITCHED CARBON FILTER REBAR ASTM A-615, GRADE TO GRADE,TYP. @1/8"/FT. MIN. 60 W/WELDED WIRE FABRIC ASTM A-185 ALL SIDES HEAVY DUTY - WATERPROOFING ON BOTH PRIMARY LOCKING COVER/ AND TREATMENT TANKS, H PER H10 LOADING 12"H. RISER,TYP. TO GRADE VALVE BOX W/CAP GRADE TO DIVERT GENERAL NOTE:SEPTIC/TREATMENT RUNOFF SCH.40 PVC CONSTRUCTION CRITERIA#5. (24 MAX) i (DISTRIBUTION PIPE)12 H. RISER _ � ( ) rr ? N PRESSURE I BALL VALVE - -- --- FINISHED GRADE 1 PVC SCH 40 PVC SCH 40 -� 24 MAX. - - i SPECIFIED ORIFICE HOLES - LATERAL r - -� o- a- - o 2 PVC SCH 40 1 -z GEOGUARD ORIFICE SHIELD rr rr -_ }, __ 4 1/2'W.x 1 1/4 _ _ _' r rr -- - r M --- D _ r rr — ----- --- - - - MANIFOLD BUTYL RUBBER - - - 2 -0 N rr BAFFLE I-_.- SLOT - -- - I . • BAFFLE WALL SLOT-4- --- • 3/4"GEOMAT SEALANT 2 - 0 -E WALLxl 4 DI j 2 -0 N r - 2 -0 BPLACE ON 6"BED OF 2"X1"PVC SCH 40 --- ------ -- CORE FABRIC CLEANOUT&DISTAL PEA STONE ,el TEE FABRIC HEAD PORT ' • . .` 2"DISCHARGE TO DISPOSAL FIELD I 1"PVC SCH MALE THREADED —> - �i -_, ____ I 40 PIPE ADAPTER AND CAP M - 7TEE17r INFLUENT -------------MAXIMUM LIQUID LEVEL2X1 PVC SCH 40 TEE 2"PVC SCH 40MIN.4"DIA. iv MANIFOLDCLASS 2400 a, 1"PVC SCH 40 PIPE PIPE OR TEE WASTEJ SCH----------------------- 6"OF 0 90 DEG SWEEP ON EQUIVALENT co "' PITCHED MIN. `r , 6'-6" 3'- 1/4" '- PEA GRAVEL BED 1/4"PER 12" ° ° SCH40 COUPLING I 4" B FFLE ¢" GEOGUARD ORIFICE SHIELD `r a a NOTE: THE VALVE SHOULD BE THE HIGH POINT, b o a ° n p EQUALIZATION VALVE INSTALLED ON WATER SHOULD DRAIN BACK TO THE LATERAL IN COVER PUMP TANK AND TO GEOMAT TO PREVENT 0 1 FT 4" 10' -01, 4" 411 10'-0" 4" FREEZING WATERTIGHT,SEALED, EFFLUENT 18"TO 24"+/- FLEXIBLE JOINT FILTER IN rr GEOMAT LEACHING SYSTEM DETAILS 2 FASTED WITH SS TEE MIN. 3 SAND OR U - RETRACTABLE CLAMP, PEA GRAVEL TYP. 6"THICK PRIMARY TANK PRECAST CONCRETE 1000 GAL SEPTITECH STAAR .50 PROCESSOR CONCRETE ECAST SHOWN DIAMOND PRECAST 1000 GAL SEPTIC IN 1000 GAL DIAMOND PRECAST SEPTIC TANK 0 1 2 FT PRECAST TANK, RECOMMENDED WATERPROOFING DUE TO I I I CONCRETE CAP CLAYEY SOILS RECIRC PUMP: TSURUMI OM3 W/(2)7/16"VENTURI, PHASE 1-115V/0.2 HP, FINISHED GRADE 3.2A/5.1A FULL/BREAKER 8A P-BACK PUMP: GOULDS LSP-03, PHASE 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A SECTION VIEW DISCHARGE PUMP:GOULDS LSP-03, PHASE 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A t � 20' 1 Pitch 1/4"Per Foot,M- in. STAAR 0. 5 CONCRETE W/ DIAMOND PRECAST 1000 GAL SEPTIC TANKS INLET:4"Diameter ® CLEAN- GRAVEL FILL Class 2400 Pipe I &DIA.PRECAST 1 Se tiTech STAAR 0.50 details CONC'CRETTE LEACHING ® I =�� CLEAN SAND&GRAVEL. k�lc evel Float (White) � -- - - -- - - - - - - - - -- � _ Control Power High c evelellow 5- GROUNDWATER �, ) 1 Am Disc arge Pump r StAAR (Clear) l AUG P eed Control Panel 0 2 4 FT P mp Retu Pump _ 1 1115V C - - (Black) SOL" -:N ; Town I Stormwater DW Detail 20 mp n Romer-rt of T,ustees SINGLE LINE DIAGRAM Recir ulate Pump STAAR 0.5 0.75 1.0 (Red) PROJECT: No. Description Date - - Innovative and Alternative Onsite 115 VOLT CONTROL PANEL Wastewater Treatment System Ii NOTES: N All Wiring to the tank should be minimum WITH MAIN SERVICE OWTS) [Street] #14 AWG THHN or TFFN unless otherwise noted. DISCONNECT ON PEDESTAL studio a/b architects Control Ponel �za we I y —z3o V w/Ne o-ol RE .„. C + + MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED AR 651 West Main Street, ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP Riverhead NY 11901 J vy l Fc`Si DECKING ------------ 631 591 2402 - � � ,....... 631 3231426 115 VOLT VERSION iSII ow r fl cat cm �s glynis@studioabarchitects.com r�A '�. `�. J-Box#1 Pro e„9 T—k �..I �� „ ..-... 0 loP o o\ w mailing address: ,. � _ o Ct` . r �v E 4 I I'• _w PO �/ Box 444 wN. ,. 1 LLL ¢ ,h •t/ Y�I M^ ,�„;"' ";,, ��.. Orient NY 11957 L-i ¢ > _• SEWER PIPE ..,.�_ "! „s VAC� I IE „ r DOUBLE SIDED ? 45 DEG. ELBOWS WYE � ,.,,,,p ° .:a:•., -' �° -� LASCO OR EQ.D448-040 i� Q-BARRIER TERMINAL 30 DEG ELBOW 60 DEG WYE 4X4 ACQ POSTS rr Owner: '=C] 24 SUBMERGED TO SOIL I/A OWTS Details i I .. s - .... lied Power User Su Charles arles Rosenb um ontrel P °o.,r"i Power P 1)All Wr, the t—k should be m>m"m ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH Power '•r, „ Pump Power Oe4on, a,4 AWG HMN"r TEEN Nnless etherwlse "ted. -Pp w/Ne BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION UNDERGROUND LINES Project number 21220 A p ❑B AAp 20 Amp ce--one- OeUonel A• __ _ _�--� 0---o ❑ R. =r W/DOUBLE SIDED SWEEP ❑ U,kcdplel 5lenlitp,m. 24" MIN. BELOW GRADE Date 6/22/2021 a Power Feed INSTALL STAAR 05_0]3_70 .1 -+ 0 '°""" ❑ Moa,m e� CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC „3 VOLT STAAR Drawn by GB 'o CONTROL PANEL INSTALLATION 2 Se tiTech STAAR Electrcal Dia rams n CLEANOUT DETAILS n DIAGRAM property Tax Map#: Checked by HA M 1000-059.00-01.00-006.002 N.T.S. N.T.S. N.T.S. N site street address: C. 02 Q 6710 Soundview Ave. Scale P Southold, NY 11971 As indicated Cantrell, Elizabeth From: Robin Beningson <robin.beningson@gmail.com> Sent: Thursday, September 9, 2021 9:15 AM To: Cantrell, Elizabeth; diane.disalco@own.southold.ny.us Subject: Sept 15 Public Board Hearing & Regular Work Session, 5 and 5:30pm RESPONSE Attachments: 9 7 2021 Town of Southold Board Meeting 15Sept2021 5pm & 530pm.pdf; 9 7 2021 Robin Beningson Yannotti Letter Town of Southold 15Sept2021 Trustees Meeting.docx; 9 7 2021 USPS Letter Certified ReturnReceipt RFB TownOfSouthold Trustees Office Letter 15Sept2021 Hearing CharlesRosenbaum 6710SoundviewAve USPS Certified ReturnReceipt 7Sept2021.pdf, 9 8 2021 Robin Beningson Yannotti Southold Town Letter Certified DELIVER 15Sept21 Hearing Permits ChasRosenbaum 6710 SoundviewAve USPS.com® - USPS Tracking® Results.pdf Dear Ms Elizabeth C and Ms Diane DiSalvo: This is to confirm my letter response sent to your office by USPS Certified Mail and delivered yesterday, September 8th, 2021. 1 received a certified letter and package advising me of my adjacent neighbor's applications for permits to build a gravel driveway, silt fence, septic system, etc. adjacent to wetlands (Charles Rosenbaum of 6710 Soundview Avenue Southold 11971).This application to be presented at your September 15, 2021 Regular Work Session and Public Board Hearing of the Southold Town Board of Trustees. As per my Letter sent and delivered by USPS Certified Mail on September 8, 2021, My home is NOT on city water as stated in Mr. Rosenbaum's plans submitted. We have our own private well and have for many years. Please note this correction. I cannot attend in person but will do so on your ZOOM link. Thank you for your assistance and time. Feel free to contact me if you have any questions. Mrs. Robin Beningson (Yannotti) 6815 Soundview Avenue Southold NY 11971 tel: 917-757-6711 email: Robin.Beningson@gmail.com Mailing address: 1641 Third Avenue#23K New York, NY 10128 ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. pI l 20?1 I .wJkP i Robin Beningson (Yannotti) 6815 Soundview Avenue Southold, New York 11971 , �, Tel: 917-757-6711 email: Rob n.Beni n son �i�p,maia.com Town of Southold Trustees Office Town Hall Annex 54375 Route 25 PO Box 1179 ` � ��' ' Southold,NY 11971 September 6, 2021 Iia=l once to Ac racent Po acrt Owper in the matter of avolicant Charles Rosenbaum, SCTM#1000-059.00-01.00-006.002 for prope�Fty at 6710 SoundviewITITAvenue Southold 11971 Dear Sirs: I received a Certified USPS Letter advising me of the Town of Southold Board of Town Trustees Work Session and Public Hearings scheduled foretlt esd4 pteinb r 15.IT2021�at 5pm and 5:30pm, regarding Environmental Review and Permit Requests by Charles Rosenbaum which are currently under review by the Town of Southold for the above noted property. After looking over the enclosed plan of the property and proposal, I want to correct his statement that I am on city water. In fact this is not correct: Contrail to what his Certified inailin g nt a states My home is NOT on city water, We are on well water, using at1tIT own private well. Please note thism correction on your records and these: I plan to attend your public meeting on September 15th by Zoom. Feel free to contact me with any questions. Thank You. Robin Beningson (Yannotti) 6815 Soundview Avenue Southold,New York 11971 filial ,.."'Address - 1641 Third Avenue #23K New York, NY 10128 Tel: 917-757-6711 email: Robin.1 ertirii-,soiin,ci�.,-,mail.com sent (JSPS Cer[ified Mail. Return Receipt requested n i Tl�i ® OA the ® Agent 50 that YN9 C8f1�etUn1 th® {� m � Attach � rard two the k m �� � C t?ite of oekvy .. t , the front ff a r'�m N YF-%antes'ddh"addro®e below. ❑No 'V np/�* -4-3!7 all POfqll-7cf J 1111,11 fill Jill 1111111111 If III�ijk 11,1111 9590'9402 2 2 ,13 2 C*000 me r a V:, �rpr ky f a cair�x on c � rye ftftftX019 ®16CI ODQ❑ 915 leu" VrvaY w am ',l�s�Ntl� re its. cai.a on Grp ��nmuv�mu��w�xr . .._., W.�._.,p. p C3 C3 Mi vll ^5 Wwww.+.wr'�...rtww rwn .r. r' ii�. a�wM� Mrwwi �P '➢"J f � I//✓, ...,E ba ME rA ff, Er r , .FMMww 'w6MMnw .�NAiC3 C3 C3 C3 C3 C3 w� �wrw � °=rs e - ,, ;A C3 0 C3 C3 r I y 6 6 je ° se Robin Beningson (Yannotti) 6815 Soundview Avenue Southold,New York 11971 Te 917-757-6711 t email: Robin.Benin son. a m il,com Town of Southold -- 21 Trustees Office (`( ,w. � Town Hall Annex - 54375 Route 25 PO Box 1179 ° Southold,NY 11971 September 6, 2021 Re:Notice to Adjacent Property ert Owner in the matter of a Iicant Charles Rosenbaum. SCTM#1000-059.00-01.00-006.002 for propeLty at 6710 Soundview Avenue Southold 11971. Dear Sirs: I received a Certified USPS Letter advising me of the Town of Southold Board of Town Trustees Work Session and Public Hearings scheduled for Wednesday September 15,2021 at 5pm and 5:30pm, regarding Environmental Review and Permit Requests by Charles Rosenbaum which are currently under review by the Town of Southold for the above noted property. After looking over the enclosed plan of the property and proposal, I want to correct his statement that I am on city water. In fact this is not correct: ConM to what his Certified inailing,map states My home is NOT on city water. We are on. well water, using our own private well. Please note this correction on your records and these plans. I plan to attend your public meeting on September 15th by Zoom. Feel free to contact me with any questions. Thank You. gw�) A. ncffi. Robin Beningson( annotti) 6815 Soundview Avenue Southold,New York 11971 Mailing Address: 1641 Third Avenue#23K New York,NY 10128 Tel: 917-757-6711 email sent USPS Certified.Mail Return.Receipt requested NOTICE TO ADJACENT PROPERTY OWNER L BOARD OF TRUSTEES, TOWN-QF SOUTHOLD In the matter of applicant: Charles Rosenbaum SCTM# 1000-059.00-01.00-006.002 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned 'to request a Permit from the Board of Trustees to-build a new gravel driveway connecting to,the existing one. It will delineate the landward edge of a 50'non-disturbance buffer with either a split-rail fence,a stone wall,or boulders wit i native plantings,all designed to allow the natural flow/passage of water and small animals that inhabit this area.Some clearing will be executed,with a lawn in front of the house,as shown on the plans.The installation of underground water and electrical service are also within the jurisdict oral area.A silt fence isproposed to pro Iect the wetlands during the contruction. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 6710 Soundview Avenue,Southold 3_ That the project which is subject to Environmental Review under Chapters 96,111 and/or 275 of the Town Code is open to public comment on: ATE: Wednesday, September 15,2021 5 PM and 5:30 P You may contact the Trustees Office at 765-1892 or in writing. The above-referenced proposal is under review of the Board of Trustees of the Town of ,Southold and does not reference any other agency that might have to review same proposal. PROPERTY OWNERS NAME: Charles Rosenbaum MAILING ADDRESS:�r08 President Street, t 4A, llroold n,NY l 12t3 PHONE #: 202 X421 8873 _ � — _.. iw M MAILING ADDRESS: P Itai i ,AIA O Box 444,Orient,NY 11957_ PHONE ._. ... 631 680 9656 .—... _ ..__..... ._. _.._. .._. .�..._. Enc: Copy of sketch or plan showing proposal for your convenience. 01cnn(iolLknlith. President y I omi I Tall Anncs 5=1375 Rowe 25 Nicholas Kropski, Vice I'rrtisd`lit John 1\1 llwdeme e1 [II 'U. lioe 1179 Soutto Id,N1' 11971 Nhehael J- Domino U'tlliatns + ,er. u. �1V11 (G 1)765_I992 i I;��t•rroll•��trw�rn�al I _.. ,,,,. i BOARD OF TOWN TRUSTEES TOWN �w��� TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS _5:0 �.. TOWN HALLDNESDAYING MAIN MEETHALL AND VIA A 2bom ONLINE L-kT ORfUI" A Regular Work Session aild 'Public Eoard Hearin s of the SOUTHOLD TOWN BOARD OF TRUSTEE'S will be held on Wednesda September 15 2021 with the'Work Session beginning at S:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are still required for members of the public who are not fully vaccinated. "Written comments may also be submitted via email to the Trustees Clerks at Said comments will eliz,abethC@SOLltholdtowniiy.gov southoldtowniiy.gov and diane.disalvo,@town.southold,r ns "be considered at the Public he rint provided that they are .ubmitted no later than 12=:010 PW. (Prevailing Time) opt the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom If you do not have access to a computer or smartphone, there is an option to listen in via telephone- urther details about how to tune into the meeting are on the Town's website at batt s:t/ holdto^�wnn Friday ww sout ov/oalenmmdar or call the Board of Trustees office at (631)765-1892 Mondaybetween the hours of8:OOAM—4:OOPM.„ patrons for public attendance: Online at the website zoom-us, click on join a meeting” and enter the information below. Zoom Meeting ID: 813 4681 5078 Password: 851461 Telephone: Call 1(646) 558-8656 Eater Meeting ID and Password when prompted (same as above). In order to "request too speak"when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press`6. To view the application files please visit: Leta ;!/qv sout)1,ptdtownn y At the bottom of the picture,on the main screen click on the second button from the right `Town Records, Weblink/Laserfiche"„ go to boltorn of page and click on °pg. 2" click on""Trustees" folder; click mip "Applications", click on "Pending all files are listed by name to alphabetical order'. Click on tufts narne of Ille application to view the file I Glenn Gohr �h,President p�QSU �C�G Town Hall Annex A.Nicholas KrupsK1,Vice President 54375 Route 25 John M. Bredemeyer III y z P.O.Box 1179 Michael J. Domino Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: /F A. Completed in field by: Glynis Berry, AIA of studio a/b architects on behalf of CHARLES ROSENBAUM requests a Wetland Permit to install a new gravel driveway connecting to the existing one; delineate the landward edge of the 50' non-disturbance buffer with either a split-rail fence (using non-treated wood posts), a stone wall, or boulders with native plantings, all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area; some clearing will be executed, with a lawn in front of the house; the installation of underground water and electric services; and the installation of silt fencing during construction to protect the wetlands. Located: 6710 Soundview Avenue, Southold. SCTM# 1000-59-8-6.2 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=q Setback Waiver Required 1. Residence: 100 feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 % Ch. 111 SEQRA Type: 1 II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: Of I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: ✓J. Bredemeyer i". Domino `/G. Goldsmith N. Krupski —7G. Williams Other A A O C oV 84'Z J.1213dOW n3f'8nS d0 o=ff" 'A'S 89'966'LO't M NI HWM S113M 3181SIA ON ,OOC NI H11M SCINY113M 3 BSIA ON W(llb'4 ,884/1b'N 012i3d�2f SNOIl`dn313 �l`d V9`d d 101 og j gS a 0 ,oz.i °0 �'a t 'fid OE = u0UT T ovm Z b yon �Laa3 m ) g 0 �u / r, `�z�� C � r— C •N3!3�IM x m T s � _ orC N / OO� 0£ St 0 0£ p O ?' _� C TWOS � � o --�< `- �IHd�T23� 2 O A .• O T— voD >oAo Z N D v p —� `gz•gyS O m � Z R'aarn a 5 c: A rel (n o O a A O o =� / om�y m i > S O = � �� X m�az O D c m m�Z -� 0if mg I .41 m Fyi m �7 D W e vZ m Z O gVy / cn 0 O / m�N cp yo, �'3 Amo � U) o z m �c m oI cn 9,8 m ,m0• � Q0D rn O x / p 0 / Ore rn I K: NO D m z N .CSL k g f V) 0 No 0 z est o D o=2 m 0 O o�g CY) zD a O Ns�, II �Oc O Z� f0' y / Z� y 0r$m y .� r Y'CN yOC DA O C N to m 0', XVs g } yon Nt3 A. 9 aOl xvy N Z / =Z mim C N iCO E m n t of as g z o Hb 40)1Nd� Y $ gzm 2n — �m 4 ' N A g omaA . 2� Oy j m 51M yO A vat 0z x I< S1 f., Oco mZmo O - zEj 4 m 200 20 I ,A N O "-=2 y D m= O O ADO O m p 0*> o m mYt < ?� jlIV2i _!0 N 21v s c Gl ' t , ON! fcm � 3Nb0 � �N� I _ m ' �gz n m � A D G7 c o m fi4.. a z f z \ a8b ow E Olyj oA5� 924 NAQ rva ,Lg oke ` l� \J�1N0 3Sf1 1N3W-BdVd34 H-LIV3H 'dOd) D3 3NIl NO 1/0 3NV1S 0 m 3Nn NO Al1V213N30 '1'0'0 1n0 SS02f0 Q b3n31UNVO '1NVO(.310) 3ON33 NNII NIVHO —X— 1 N3AO dooa 0/8 (NLS) 30N3d 30VN001S r— mAm I3 s _ ( 0 N33 DAd ONVHA„ ''^^ ` f ` Q Q q1 30NV2llN3 NV113o 3/0 21313w0R1L0313 _ r+ vt ll3M MOONOONM tlIM M'M INI 0IV 131N1 OaVA tit:. -�.J z c = G °6 Wa031tl1d '1Vld 131NI Oi1VA El Aallosvw •svw m ` �C ✓ ® 33N3J '33 131NI-„V„ ED o S Ob -OHNVW •3dl0j� e8n0 03SS3ad3 '0'0 1 b � 9VIJ ONVI13M ® 1NV21QlH 3Z j �e+ N /''� >' ?},t?wi''\ Uv-noe 0 dols ` � h l enaHS e 310.11H0I1C �� 3381 y 1HOn/M 310d kIIILLn So 9> ^"� 310H 1531 r{ka3 3211M AnJ —� A 3nTdn a3LVM �4 310d Alnun x Cn� NO 1`t '= x �' 3/ltlA svo D4 SNOI1VA313 lOdS eco x o m N r -� L6ti t 1 'ON dVW 311i NO Own' � � v ?LA m O3SV8 Sad N0383H NMOHS SONINV38 y a313w 831vM ® 135 '8'I/ 'd'1 A� j `` 30N3d 38M F21 .— ONJ INYMNOW =ss GN3931109WAS '00 m _ �0R 0 e m� z- O y ti GENERAL CONDITIONS: 1. INSTALLATION SHALL COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH V ALL CAST-IRON AND HDPE COVERS SHALL BE SET AT FINISHED GRADE, BE FRESHWATER WETLANDS BOUNDARY AS \.F' SANITARY SYSTEM DESIGN: SERVICES'REGULATIONS, STANDARDS,AND REQUIREMENTS,AND SHALL BE STRICTLY LOCKING, TAMPER- RESISTANT,WATERTIGHT, INSECT-PROOF, FLAT, SKID-PROOF, �• \ CURRENT EDGE OF WETLANDS IN ACCORDANCE TO THE MANUFACTURER'S INSTRUCTIONS. AND BE APPROVED FOR SEWAGE USE. COVERS AND RISERS SHALL BE CAPABLE OF DELINEATED BY SUFFOLK WITHSTANDING A TRUCK WHEEL LOAD(3E S IN. OF 2500 LB FOR 60 MIN WITH A MAX. ENVIRONMENTAL CONSULTING, INC. N RESIDENTIAL DOSE VOLUME: 2.THE INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO VERTICAL DEFLECTION OF 1.5 IN. ON JULY 15,2015CURRENT 50' BUFFER REQUIRED MAX: 0.25 GAU DOSE X 442 SF #OF BEDROOMS: 4 (TOTAL CHAPTER 563 ARTICLE VII(SEPTIC INDUSTRY BUSINESSES)AND ENDORSEMENT J VIII. IF A RISER COVER WEIGHS LESS THAIJ 60LBS A SECONDARY SAFETY LID OR ADVANCED TREATMENT UNIT: SEPTITECH STAAR 0.5 (INNOVATIVE AND ALTERNATIVE TREATMENT SYSTEM INSTALLER)THROUGH THE DEVICE SHALL BE PROVIDED. I/AOWTS CAPACITY REQUIRED: 440 GAL PER DAY,AS PER TABLE 3, LATERAL AREA:4 X 3.25 X 34) 110.5 GAL SCDHS RESIDENTIAL SUFFOLK COUNTY DEPARTMENT OF LABOR, LICENSING AND CONSUMER AFFAIRS, SCDHS RESIDENTIAL STANDARDS ( PURSUANT TO SUFFOLK COUNTY CODE§563-79(11)(J). THE DEPARTMENT OF LABOR, 2. SEPTIC TANK&I/A OWTS SHALL BE WATERTIGHT AND CONSTRUCTED OF SOUND = STANDARD 5-110 F 6 B)] LICENSING,AND CONSUMER AFFAIRS MAINTAINS A LIST OF LIQUID WASTE LICENSE AND DURABLE MATERIALS THAT ARE NOT SUBJECT TO EXCESSIVE CORROSION OR I/AOWTS CAPACITY DESIGNED: 500 GAL PER DAY HOLDERS. DECAY. DESIGNED: 70 GAUDOSE A. ALL SEPTIC TANK&I/A OWTS MUST BE CERTIFIED AS WATERTIGHT BY W•L F' / fit/ \\ nj 3.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE AN INITIAL 3-YEAR WARRANTY. MANUFACTURER USING EITHER VACUUM TESTING OR WATER TESTING METHODS. #5 / \ O'` LEACHING SYSTEM : PRESSURIZED SHALLOW DRAINFIELDS USING I. VACUUM TESTING MUST PULL 4"OF MERCURY(HG), FOR 2 MINUTES WITH A \ V 39"-WIDE GEOMAT BY GEOMATRIX SYSTEMS LLC TO BE PLACED PUMP 4.ALL INSTALLED I/A OWTS ARE REQUIRED TO HAVE ACTIVE O&M(OPERATION AND LOSS OF 10%OR LESS. CAPABLE OF DELIVERING 24.4 GPM AT 9.9 TOTAL MAINTENANCE AGREEMENTS BETWEEN THE PROPERTY OWNER AND SERVICE II. WATER TESTING:SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT _• THE LANDWARD EDGE OF DIRECTLY ON REPLACED SP OR SW SOILS FOR A DEPTH OF 4'BELOW ) L• THE LEACHING SYSTEM, FOR THE LOWEST APPLICATION RATE AS PER DYNAMIC HEAD PROVIDER. THE PRESSURIZED SHALLOW DRAINFIELD SHALL BE COVERED BY THE ELEVATION FOR 24 HOURS. REFILL THE TANK TO OUTLET INVERT AFTER 24-HOUR NON-DISTURBANCE BUFFER LINE (GOULDS LSP-03, 1/115V/0.33 HP 2.9 AMP/7.2/8A) SAME O &M AGREEMENT. PERIOD AND LET STAND FOR 10 HOURS.APPROVED IF WATER LEVEL IS HELD FOR 10 6 �� \ (50' LANDWARD EDGE OF WETLANDS) 5-106, B-9, BEING 1 GAUDAY/SF AS PER TABLE 13 HOURS. WILL BE DELINEATED WITH EITHER DISTRIBUTION INFO 5. SERVICE PROVIDERS MUST REPORT ALL O&M ACTIVITIES TO SCDHS(SUFFOLK B. ALL PENETRATIONS PIPES SHALL BE CONNECTED TO TANKS WITH A WATERTIGHT, \ \ PROPOSED REQUIRED=440 GAL/DAY/SF/1 GAUDAY/SF3 GAUDAY/SF = REQUIRED TRANSIT DIA.: 2.0 IN COUNTY DEPARTMENT OF HEALTH SERVICES). SEALED FLEXIBLE JOINT AND THE PIPE GASKET SHALL BE FASTENED TO THE PIPE �. . \ SPLIT-RAIL FENCE USING \ AREA OF 440 SF WITH A STAINLESS STEEL RETRACTABLE CLAMP. FOR CONCRETE TANKS, THE 440 SF/3.25 FT(39 IN/ 12 IN)= 135.4 LF MANIFOLD DIA.: 2.0 IN 6. COVENANTS MAY BE REQUIRED ON PROPERTIES WHERE I/A OWTS ARE INSTALLED FLEXIBLE JOINT SHALL BE CAST-IN-PLACEAND ANY NEW HOLES REQUIRED TO BE NON-TREATED WOOD POSTS), A STONE WALL,OR BOULDERS WITH LATERAL DIA.: 1 IN REQUIRING; SYSTEM REPLACEMENT IN EVENT OF FAILURE; O&M REQUIREMENT; INSTALLED ONSITE SHALL BE CORE-DRILLED. / 50%EXPANSION REQUIRED=67.7 LF \ 6= % \ NATIVE PLANTINGS, #ORIFICE/LATERAL: 18 ACCESS TO DHS INSPECTION/SAMPLING ON QUARTERLY BASIS IF NEEDED;OTHER C. PRECAST CONCRETE SECTIONS SHALL BE SEALED WITH ONE (1)-INCH BUTYL \ DESIGNED: (4) ROWS EACH 34 LF:TOTAL \, #LATERALS PER ZONE: 4 REQUIREMENTS THAT SCDHS DEEMS NECESSARY. RUBBER JOINT SEALANT WHICH CONFORMS TO ASTM C-990. JOINTS ALIGNED IN THE � ALL WITH SUFFICIENT LENGTH 136' LF; #OF ZONES: 1 SAME PLANE WILL ALSO HAVE FLAT BUTYL TAPE APPLIED TO THE OUTSIDE OF THE \\ �0� ELEVATION/SPACING/PENETRATION 50% EXPANSION: (2)ROWS 34'LF SIZE OF ORIFICE: 1/8 IN 7. PERFORMANCE STANDARDS FOR I/A OWTS TECHNOLOGIES: JOINT, 1 IDE \ `,\ \ \' \� `'� IN WALL I/A OWTS MUST MEET TREATED EFFLUENT CONCENTRATIONS FOR TOTAL NITROGEN 3.THERE SHALL BE A MINIMUM ONE-FOOTAIR SPACE MEASURED FROM THE OUTLET LATERAL LENGTH: 34 FT TOTAL � � �� � �-% \, ��G � OR BOULDERS TO ALLOW THE 1/8 INCH HOLES WITH ORFICE SHEILDS SPACED 20 FT APART OF NINETEEN (19)MG/L OR LESS. INVERT TO THE BOTTOM OF THE TANK COVER. (y-1 4� Q� G NATURAL FLOW/PASSAGE HEAD AT LATERAL END: 3 FT(2.3 FT REQUIRED) f \ Q� 18 HOLES PER LATERAL; 72 TOTAL WITH ORIFICE SHIELDS ELEVATION LIFT: 5 FT SEPTIC/TREATMENT CONSTRUCTION CRITERIA: \ \\ OF WATER AND SMALL ANIMALS 1. SEPTIC/TREATMENT 4.ACCESS TO EACH TANK OR COMPARTMENT OF THE TANK SHALL BE PROVIDED BY AN ' � \ \-' � CJ THAT INHABIT THIS AREA. CONC I RETE SHALL BE MINIMUM 3000 PSI, 28 DAYS SET,AND COMPLY WITH ASTM ACCESS COVER WITH AN INSIDE DIMENSION OF AT LEAST 20 INCHES IN DIAMETER,AND \ '\ / \`• C-12ONC , "STANDARD SPECIFICATION FOR PRECAST CONCRETE SEPTIC TANKS" IN COMPLIANCE WITH 5-111 AND 5-114B-7 OF CDHS RESIDENTIAL STANDARD 2016. ALL / O -DIS UR CE 9 /\ II ALL NON-CONCRETE TANK WALLS, FLOORS, ROOF AND ACCESS COVERS SHALL OPENINGS SHALL MEET THE FOLLOWING REQUIREMENTS: \�� ' \ 8�, RESIST AN APPLIED FORCE OF 300 POUNDS PER SQUARE FOOT(PSF). A. OPENINGS SHALL BE PROVIDED OVERALL INLET AND OUTLET PIPES III. NON-CONCRETE PREFABRICATED SEPTIC TANK&I/A OWTS SHALL CONFORM TO B. WHERE EXTENSIONS ARE REQUIRED,THEY SHALL BE WATERTIGHT SEPTIC TANK&I/A OWTS MANUFACTURERS SHALL PROVIDE A LABEL OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS C. -� "AMERICAN NATIONAL STANDARD FOR PREFABRICATED SEPTIC TANKS"ANSI NONCORROSIVE MATERIAL IN PROMINENT LOCATION AT EACH ACCESS OPENING TO 17•$+ WARN"ENTRANCE INTO TANK MAY BE FATAL" 1'• / `�T40 / F Z1000-2007 AND ANY UPDATES THERETO. (�F , �t�� \. Ot `(ANNOTTI SER IV. EACH SEPTIC TANK&1/A OWTS SHALL BE IDENTIFIED BY THE MANUFACTURER AND 5.ADDITIONAL TANK WATERPROOFING F��i - S \ INGS'E IC\NX DISPLAY THE FOLLOWING INFORMATION PERMANENTLY MARKED AT THE INLET END ALL CONCRETE TANKS WILL HAVE THE FOLLOWING ADDITIONAL WATERPROOFING: \ BEN USES PUBLIC OF THE TANK: WATERPROOF COATING ON THE EXTERIOR OF THE TANK(CONSEAL CS 55 OR EQ.) a ES FEEING, _ // / \\ �i IC PUN pW 1. MANUFACTURER NAME OR LOGO +18.x' '� \ pECON 2. CAPACITY AND NUMBER OF OPENINGS M r- � / � /' � PARK - EQUIPMENT ACCESS TO USE EXISTING AND PROPOSED DRIVEWAY 3. MAXIMUM DESIGN LOAD SEPTIC TANK&I/A OWTS INSTALLATION STANDARDS: PROPOSE Is AREA FOR FUTURE 50%EXPANSION OF LEACHING FIELD 1.ALL APPLICABLE RECOMMENDATIONS PROVIDED BY THE MANUFACTURER SHALL BE _ EMA�NIN 4. THE DATE MANUFACTURED. � STONE ( ,✓�` � ����' y� TO ACCOMMODATE (2) 34'L, 39"W FUTURE EXPANSION Cp.150 ATER CHEOSURVE`(TNCEOF EL.11.5 IMPLEMENTED. DRIVEWAY I I 1 \ = / /��. \\ PUBLIC W OWN ON ASA ALONG ENTRA 1&6.21 1 STREET y 1 r` n Z \. WAY gµ ISTINGTREES LOT 10��59 8� I•ER IN 2.THE SEPTIC TANK& I/A OWTS SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS g•1 / n r .' �' \' „ TAx Po IC MAIN - -- ;0 /�'i�L��� J L i \ �'� 3' �, (4)34 L 39 WIDE PRESSURIZED ASgU�LT DRNE EEN O 5 1 TER (WITH A MAXIMUM TOLERANCE IN ANY DIRECTION OF+/-ONE QUARTER INCH)ON A ' OROERTOpRESERVEI E,IsE 2� -�Wp, I / �' �' \. GEOMAT CommROPERTY G } �11_ O(� $ MINIMUM 3 INCH THICK(OR MANUFACTURER'S RECOMMENDATION)BED OF PROPERLY j 15 MAPLE / �� �� v,�� Av MON �� j 'i v LEVELED AND COMPACTED SAND(FREE FROM ROCKS)OR PEA GRAVEL. BACKFILL io -j �' a��,; Q \ SOVN� O O 1.. { �i SHALL BE PLACED AROUND THE SEPTIC TANK&I/A OWTS IN SUCH A MANNER AS TO j=i � / Z 3� \ L2 9 2� �\ / AVOID DAMAGE AND COMPACTED IN 6-INCH LIFTS. BACKFILL SHALL BE FREE OF LARGE _ _ - , �� \ REPLACE SOILS FOR A 40 X 25 AREA,TO A .J s i SEPTI-TECH 1 � EL 19 1 \ STONES, STUMPS,AND CONSTRUCTION DEBRIS. s- +20.41 i \'� -\.� w O DEPTH OF FOUR FEET BELOW GEOMAT WM Q \\ `� STAAR 0.50 " 148 C T 18'_011 \ Il ) J- ELAS � L.F. �,�-� ` MAX. C. to C. { 1 1/2"PUMP BACK rn U C ✓ ?i -�. \�`.\\.� : \ EXCAVATION FOR ST+ I/A OWTS:41.1 CY EBA ! EL � I ) r � " R � � �\ EDGE OF POND AS LO�ATED BY D R � � 22"OAK �-� C� T r� z° ,,��; .\`� \ � \_�:. � EXCAVATION FOR LEACHING FIELD: 185 CY R ET R SHORES INC. ON AUGUST 9 2020 l w m 63' ► \ �' ` `� v d` \ ' Q ` ,= 83j8,, r �1.� �,� \.m. EXCAVATION FOR(2) DRY WELLS. 91.2 CY(INCLU ES 3 % r�\� J ADE w n cv L A .. ;� +n ', ,�� S�� V \ 23"OAK. I W 2`3 ` 1Gj 1 41,�' a 1 w DW CO r r \\J 4 , j L FOR DRY ELS-3'SURROUND-26 CY 'Vo L 2°F .F. WETLANDS AREA vA,cAN - cn G� FROM FILED MAP e 1 y` io w _ _ _ PROPOSED 1 STORY HOUSE 2"All'. AKE �• °p �o WILLIAM DOUGH TY I ) n���=w a r > T CONT PAN ti SLAB ON GRADE, FF EL 25.4,AREA 1945 SF � � 6 15 AMP (CONTROL PANEL) o �j �c os`., o� OyUSES PUBLIC.WAT R T r' = N r AND 20 AMP PUMPS ------ 01 °G2�,, o� /c �' Q� O� � n � rr CONNECTIONS TO ) 2� Ly / Qt^� S1 F�' �.J L\1 r DEDICATED BREAKERS \ o�, cc�'v ��0`�, \''i FREbIHWATER WETLANDS BOUNDARY AS DELINEATED F�.O 25"OAK s ON HOUSE MAIN PANEL 3 MAINTAIN MIN OF 10' \� do 2 ' wW LFA BY SUFFOLK ENVIRONMENTAL CONSULTING, INC.ON _ _ BUFFER CLEAR OF �. UNDR'�( �'`. q #3 _ _ - DW TREE/BUSH ROOTS 2 / JULY 15,2015 PERSPECTIVE VIEW - - / / WETLANDS BO A s� , OPOSED DECk 1402ZF � / AROUND LEACHING � / 2002 FROM FILED MAP °QosF; \N CURRENT EDGE OF WETLANDS -- .j 4 P' OP SED JACCUZZI 0 20 FIELD 40 6a FT % \ , CO �`_ if s CURRENT 50' BUFFER 36" MINIMUM 2 x 2 \\ ZX 9T ``� W.L NOF °��iy� FDC' THE LANDWARD EDGE OF FENCE POST % DAVID LANDMAN , FOF W L•'F NON-DISTURBANCE BUFFER LINE DEVELOPED � r #5 �F' �,0 (50' LANDWARD EDGE OF USES PUBLIC WATER `` `, ` ` Nps L F, � WETLANDS)WILL BE DELINEATED WOVEN WIRE FENCE 2 I/A OWTS LAYOUT # \ WITH EITHER PROPOSED (6 x 6 10/ 10 WWF) _ 11 SPLIT-RAIL FENCE(USING 1 - 20-0 NON-TREATED WOOD POSTS), A STONE WALL, OR BOULDERS WITH FILTER CLOTH GROUND ELEVATION 24' xO 50' 'WI E `\ ���'G� NATIVE PLANTINGS, Cl 00.* ALL WITH SUFFICIENT SCOPE _SC _ 2'_ BROWN CLAYEY SAND O REBA !G ELEVATION/SPACING/PENETRATION NON a SNC BUFFER ' 0� \ 5 IN WALL OR BOULDERS TO ALLOW THE NATURAL FLOW/PASSAGE CL REDDISH BROWN CLAYEY r' \ Z 7,gt o TFENCE `L / OF WATER AND SMALL ANIMALS EMBED FILTER CLOTH GRADE • I �� \ \,O \/ `�/ THAT INHABIT THIS AREA. MIN. 6" INTO GROUND _CL _ 20• BROWN SANDY CLAY II Z EL 2' _SC _ 22' BROWN CLAYEY SAND ROPOSE G O - \ �. 9.1D WAY 15"MAPLE SC WATER IN BROWN CLAYEY SAND IVO- L SECTION DETAIL - +2 .4 9 -SE ,TECH �\ 4 34' L 39"WIDE PRESSURIZED - - - 39' - ST 10.50 IN \`��a��\\�\d. \ O 6„ �8„ p \ �,: \\ GEOMAT MAINTAIN A ROOT- StOrmWater Sllt Fence DetaIIIS, SOUthOld WATER IN BROWN FINE TO COARSE NEW 100' SETBACK LINE AS BASED ON i 22"OAK 011RETE ST a `�.\� X\�\' \� FREE ZONE AROUND THE SW SAND .� ,63' 23"OAK II \` I 83V8" n \ \\` 115 LEACHING FIELD OF A MIN OF 10' N.T.S. DW 2015 FLAGGING ! TDF ' I 7 r g ,�\�>20'FROM SWIMMING POOL 45' P OPOSED 1 STORY HOUSE \ 5 VENT TERMINATION �S BON GRADE, FF EL5.4' p '` VENT PIPES SHALL EXTEND A MINIMUM OF 6 INCHES TEST HOLE FROM FILED MAP DATE 5/18/2001 >. 33' 15v rL4' �� \\ ABOVE THE ROOF LINE AND THE TOP OF THE VENT SITE PLAN BASED ON SURVEY OF PROPERTY I 25 O K s_ _ SHALL HAVE A MINIMUM HORIZONTAL SEPARATION OF HIGHEST EXPECTED GROUNDWATER ELEVATION 3.0'BASED ON AT SOUTHOLD,TOWN OF SOUTHOLD I - - DW '`� \ USGS GROUNDWATER CONDITIONS ON LI. --- SUFFOLK COUNTY, NY �I OSEDDECK _ _ J4 O TIDE DAPI ` 12 INCHES TO THE SLOPED PORTION OF THE ROOF. �- E C E W r, 1000-059.00-01.00-006,002 % I - `\ (NO HOUSE TRAP) ® lDJ i 1 BY PECONIC SURVEYORS, NYS LIC NO 49618 i` + \ POWER SUPPLY CONNECTED TO DEDICATED n TEST HOLE DATA DATED OCT.2,2013,WITH REVISIONS THROUGH I 17"TREE 23.8 :+���P i 115 VOLT AC, SINGLE-PHASE,20 AMP CIRCUIT N.T.S. AUGUST 19,2020 1 �.� BREAKER ON HOUSE PANEL FOR PUMPS AND �G I +23.7 +23.1 '\`I' ro. r--- 15 AMP CIRCUIT FOR CONTROLS. PROVIDE I v WETLANDS BUFFER: 08/09/2017 ! 18"OAK i O 6� + p• I i TRANSFER SWITCH FOR GENERATOR Southold To\gym WETLAND FLAGS: 08/19/2020 1 ti I I CONNECTION GEOMAT 39" , Board of Trustee-, I i W/PRESSURIZED -- LOT NUMBERS REFER TO"MINOR SUBDIVISION FOR li �O TEST HOLE 'i� HOUSE I CONTROL PANEL 1 SCH 40 LATERAL LINE, DOROSKI FAMILY LIMITED PARTNERSHIP"FILED IN THE li '�� '�' / I OFFICE OF SUFFOLK COUNTY CLERK AS MAP NO. 11497 I, +23.2 V •� HOLES AS SPECIFIED '�- I i 4 WASTE CAST IRON WITHIN 2 2 AIR INTAKE TRANSIT AND MANIFOLD: PROJECT: I I „ No. Description Date i 'i' I I FROM FOUNDATION WALL, 2 PRESSURIZED SCH 40 Innovative and Alternative Onsite AREA: 107,997 SF-81,694 SF EXCLUDING 2015 WETLANDS ` 30"OAK ++ D� ABBREVIATIONS. _I i CONTINUED TO CLASS 2400 OR PIPE ° EL. 25.4+/ I I SDR 35, (OR SDR40 CAST IRON COVERS 3.0' MIN. Wastewater Treatment System (I/A 80,059 SF EXCLUDING 15%SLOPES i. I -}- I I ) ZONING: R-80 I + & AND i I I,� 1/4 PER 12 SLOPE MIN. TO GRADE, LOCKING, EL. 23.17+/ OWTS) [Street] M _i.• @ AT ti; INSECT PROOF. (TYP) ELEVATIONS AND CONTOUR LINES ARE REFERENCED TO I -- -�: EL.23.4+/- 1 �� '� B.C. BOTTOM OF CURB ;I C.O. EL.23'+/- studio a/b architects THE FIVE EASTERN TOWNS TOPOGRAPHIC MAPS IA`O `� + BW BOTTOM OF WALL I I t w 651 West Main Street, FOR navd'88 EQUIVALENT SUBTRACT 1' II Vv G CONC. CONCRETE EL. 23.8+/-I I � � D G� C.O. CLEAN OUT , co� Riverhead, NY 11901 LOT COVERAGE: DB DISTRIBUTION BOX TEE FILTER TEE i.;':' i ,'`::.;._ ?:.: - 631 591 2402 9 IN TEE `� 00 ` O I. I / 9 HOUSE: 1945 SF O� '� �F E or ELEC. ELECTRIC SEPTI-TECH STAR `i : . 631 3231426 t ELEV.or EL. ELEVATION ' DECK: 1402 SF 0.501N CONC. TAN I'`'' " �' ` `- - ' glynis@studioabarchitects.com ,x POOL: 1200 SF I� OG � �O O� G GAS CONCRETE ST W/ WATERPROOFIN I,:, _:.. %a a -;a : TOTAL: 4547 SF OR 5.57%OF AREA EXCLUDING 2015 y ��Q' V HDPE HIGH-DENSITY WATERPROOFING `=' CO .- .- ., mailing address: WETLANDS N of POLYETHYLENE �3z �B;To 2 lar' M w °' CE EXISTING SOIL POBox444e �Q��21848 aQ�` REPLACE - I/A OWTS INNOVATIVE AND o N O N Orient NY 11957 `( S W/SAND AND GRAVEL �.,N� STORMWATER: W �I- Q� ALTERNATIVE ONSITE J N HOUSE: 1945 SF,X 2 IN/12 = 324.17 CF/42.24 CFNF=7.68 VF 'I' WASTEWATER TREATMENT 3"MIN O 0 -1 w (SP OR SW SOILS) (•� ` w W O w A MIN. DEPTH OF 4' DECK: 1402 SF,X 2 I'N/12= 233.67 CF/42.24 CFNF= 5.54 + SYSTEM w COMPACTED z Q TOTAL REQUIRED: 13.22' +,V INV. INVERT Q SAND/GRAVEL Q Z p Q o BELOW MAT. PROVIDED: 14'VF- (2)7' DEEP,V DIA DRY WELLS +�` �� VACANT LG LEACHING GALLEY o m °' D HIGHEST EXPECTED NOF LP LEACHING POOL z rn - o + TREIBER FARMS LLC o r GROUNDWATER EL.3.0' owner: MAX. MAXIMUM r �* 40', I, 60�t MIN- MINIMUM w O O Charles Rosenbaum WT Layout = N 2Y (V N N2 eN N O + O N.T.S. NOT TO SCALE -i C7 -r O Z °p O -i O Z 0R _ ~ +�O PROP. PROPOSED w = w O w w w Project number 21220 > � LL J OBJ GENERAL NOTE REQ. REQUIRED z 0 Z m O w Z m O w Z Date 6/22/2021 + 1. BEFORE ANY EXECUTION,VERIFY ON SITE, IF APPLICABLE: SCDHS SUFFOLK COUNTY DEPARTMENT OF - - - +P� -GRADE ELEVATIONS AT THE HOUSE WHERE THE WASTE MAIN PENETRATES. HEALTH SERVICES d -GRADE ELEVATIONS WHERE EACH UNIT WILL BE INSTALLED. ST SEPTIC TANK NOTE:WATERPROOFING OF CONC.TANKS RECOMMENDED DUE TO HIGH CLAY CONTENT OF SOILS Drawn by (��B -HOUSE WASTE LINE MAIN LOCATIONS AND INVERT ELEVATIONS. 60 + -ANY UNDERGROUND UTILITIES, INFRASTRUCTURES,AND/OR STRUCTURES T.O. TOP OF 0 5 10 FT property Tax Map#: Checked by HA �? ANY TREES WHICH MAY AFFECT TO THE I/A OWTS INSTALLATION T.C. TOP OF CURB 1000-059.00-01.00-006.002 ro 2. GARBAGE DISPOSAL UNITS SHALL NOT BE USED WITH A I/A OWTS. TW TOP OF WALL SITE PLAN 3. TANKS SHOULD NOT BE PUMPED WHEN GROUNDWATER IS HIGH OR FLOODW WATER SECTION DIAGRAM site street address: C. 01 N 1 1" - 40'-0" CONDITIONS EXIST. W/ WITH 4 3/16" - 1'-0" 6710 Soundview Ave. Scale P Southold, NY 11971 As indicated 1,5"PUMP=SACK Y Q m 13"OF TOP SOIL g 1"SCH.40 PVC DISTRIBUTION PIPE (6"MIN.TO 18"REC. MAX.) DISTRIBUTION PIPE a SPECIFIED ORIFICE HOLES SHALL BE UNIFORM OVER SYSTEM ORIFICE SHIELD WITH GEOGUARD ORIFICE SHIELD 39"GEOMAT WIDTH 2'-0" MIN. MANIFOLD FABRIC GEOMAT ----� --�.e -r�------- ----� --� r---------- BALL VALVE ---------------- T"'1. ° 1 - S'I. GEOMAT CORE SIDE CLEARANCE CLEANOUT&DISTAL HEAD PORT 1 HEAVY DUTY 1 1 I I I I 1 AND COVER GEOMAT LENGTH LOCKING COVER/ I I 1 1 I I 1 FABRIC - W/THREADED CAP H10 LOADING j co FINISHED GRADE EL 2 OF �F+/L SLOPE \F® 23'+/- 1/3 MAX. — -- - _, —; v EL.23 +- 1 _ CONCRETE 4,000 P.S.I b I I 1 — - — - I I 1 - - - - —III ---- A A I- ( =1 - 111- 1 - @ 28-DAYS-W REBAR-_, - a f ASTM A-615,GRADE / ' 0 4'° 60 W/WELDED WIRE 1 I 1 4"PIPE: �' M e 9 36" MIN. of 1 FABRIC ASTM A-185 F 1 1 F-1 1 AlMANIFOLD INV. EL.22.35' e > $ 1/8"PER 12"SLOPE 4 4, 1 1 1 1 1 I I 1 PERMEABLE FILL O c4.- ° ° DOWN TO LATERAL 1 11 1 I I I 1 a ° b"� .°. ° 1 LINE OF WALL TICKNESS 1 1 1 I I I 1 1-60 MINUTES PER INCH Z'� A, L--------------------- -�'1��.-----------J L- ------------------ --sOL P-14 ----------J PERCOLATION RATE,OR � ¢ SAND AND LOAMY SAND. - - — - — - - — - - - - - - - - - - - - 4"GRAVITY INLET 4" 101-01, 4" 4" Q ¢ 101-01. 4" REPLACE EXISTING SOIL FOR z GROUND WATER BOTTOM PIPE FROM HOME 2 EL. 3' OF MAT N A DEPTH OF 4' BELOW MAT 10'-8" - 10'-81, ZV EL.22.19' CAR N FILTE 0 1 2 FT PRESSURIZED GEOMAT LEACHING SYSTEM PRESSURIZED GEOMAT LEACHING SYSTEM PLAN VIEW I I I CROSS SECTION LONGITUDINAL CROSS SECTION NOTE: - PROVIDE#4 REBAR @ 12"OC. HEAVY DUTY 4"DIA. MIN. GEOMAT LEACHING SYSTEM DETAILS 1 VERTICAL.&HORIZONTAL(TYP.) LOCKING COVER/ SDR35 PVC PIPE U 1/2" = 1'-0" - CONCRETE 4,000 P.S.I @ 28 DAYS W/ H10 LOADING PITCHED CARBON FILTER REBAR ASTM A-615, GRADE TO GRADE,TYP. @1/8"/FT. MIN. 60 W/WELDED WIRE FABRIC ASTM A-185 ALL SIDE; HEAVY DUTY - WATERPROOFING ON BOTH PRIMARY LOCKING COVER/ H10 LOADING AND TREATMENT TANKS,AS PER 12"H. RISER,TYP. TO GRADE VALVE BOX W/CAP GRADE TO DIVERT GENERAL NOTE:SEPTIC/TREATMENT (24"MAX) RUNOFF 1"SCH.40 PVC LATERAL CONSTRUCTION CRITERIA#5. 12"H. RISER (DISTRIBUTION PIPE) 24" AX. Y 0 -- FINISHED GRADE 1"PVC SCH 4JOF PVC SCH 40 SPECIFIED ORIFICE HOLES a - - PRESSOR oo - I - - --- -� -I _ LATERAL E BALL VALVE --- _ - ---! 2 PVC SCH 40 -z 1 GEOGUARD ORIFICE SHIELD „ 4 1/2 W - - 1 -_ BUTYL RUBBER _ MANIFOLD 4 1/2 W x 1 1/4 D. I - l *' a !, x 1 1/4"D. ! co q SEALANT 2 -0 2 -0' -,1, B FFLE WALL SLOT N �_ _ „ B ! 2'-0” N � `° � 3/4"GEOMAT A WALL SLOT PLACE ON 6"B 2"X1"PVC SCH 40 ------ ------ -- CORE FABRICCLEANOUT& DISTAL r 2 0 AFFLEPEA STONEI ° 4 TEE HEAD PORT 2"DISCHARGE TO FABRIC -- - z DISPOSAL FIELD I 1 PVC SCH MALE THREADED _ - / ADAPTER AND CAP —j _ -------------- 2 40 PIPE -- - • °" X1 PVC SCH 40 TEE 2' PVC SCH 40 INFLUENT �- ! -- ---I TEE7r MANIFOLD (V MAXIMUM LIQUID LEVEL - - MIN.4"DIA. - -------- CLASS 2400 0� 1"PVC SCH 40 PIPE -- PIPE OR �r - TEE WASTE ° SCH 40 90 DEG SWEEP ON EQUIVALENT M _ _ 6"OF PEA GRAVEL BED PITCHED MIN. �, 6'-6" 3'-1/4"PER 12" �.J 4 SCH40 COUPLING ¢" B FFLE 4" GEOGUARD ORIFICE SHIELD S4 - a 4u 4. NOTE: THE VALVE SHOULD BE THE HIGH POINT, p A 4 ° EQUALIZATION VALVE INSTALLED ON WATER SHOULD DRAIN BACK TO THE PUMP TANK AND TO GEOMAT TO PREVENT 4" 101-01, 4" 4" 10'-0" 4" LATERAL IN COVER FREEZING 1 FT WATERTIGHT, SEALED, - EFFLUENT 18"TO 24"+/- =7 FLEXIBLE JOINT FILTER IN FASTED WITH SS TEE MIN. 3"SAND OR GEOMAT LEACHING SYSTEM DETAILS 2 RETRACTABLE CLAMP, PEA GRAVEL 1 -0 TYP. 6"THICK PRIMARY TANK PRECAST CONCRETE 1000 GAL SEPTITECH STAAR .50 PROCESSOR CONCRETE ECAST SHOWN DIAMOND PRECAST 1000 GAL SEPTIC IN 1000 GAL DIAMOND PRECAST SEPTIC TANK 0 1 2 FT PRECAST TANK, RECOMMENDED WATERPROOFING DUE TO I I CONCRETE CLAYEY SOILS RECIRC PUMP: TSURUMI OM3 W/(2)7/16"VENTURI, PHASE 1-115V/0.2 HP, CAP FINISHED GRADE 3.2A/5.1A FULL/BREAKER 8A - P-BACK PUMP: GOULDS LSP-03, PHASE 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A SECTION VIEW DISCHARGE PUMP:GOULDS LSP-03, PHASE 1-115V/0.33 HP,2.9A/7.2A FULL/BREAKER 8A 20' Pitch 1/4"Per Foot,Min. STAAR 0. 5 CONCRETE W/ DIAMOND PRECAST 1000 GAL SEPTIC TANKS INLET:4"Diameter^ ® / GRAVELFILL Class 2400 Pipe Q ® !� FDA.PRECAST n SeptiTech STAAR 0.50 details RING, TYPE LEACHING ll =II�IhI ® illlll= _— 111�I—11111 CLEAN SAND&GRAVEL. lTlfl Low evel Float = wlc (White) - - - -- - - - - - - - - - � 7-7 Control Power High evel Float GROUND WATER C C wl c (Yellow) D ---- -• ___ I " E II E 1 Am StAAR Disc arge Pump �' (Clear) P eed Control Panel 0 2 4 FT P mp Retu Pump f 115 VAC (Black) Stormwater DW Detail 20 mp t = r r �'?��rr of-Irusfee SINGLE LINE DIAGRAM Recir ulate Pump LttW (Red) PROJECTInnovative and Alternative Onsite No. Description Date STAAR 0.5 0.75 1.0 P NO VOLT CONTROL PANEL Wastewater Treatment System (I/A NOTES: 1)All Wiring to the tank should be minimum WITH MAIN SERVICE OWTS) [Street] #14 AWG THHN or TFFN unless otherwise noted. DISCONNECT Control Panel ON PEDESTAL studio a/b architects p rza voc ,...^, 1'Tt— ISE } �1f1,5r VAC--1 I 2JO,NrN.,w/Neutral. V II ... . MALE THREADED SLATE OR OTHER MALE THREADED MALE THREADED 651 West Main Street k� .. u .° 5/4 X 6 CEDAR l C' ADAPTER AND CAP SUITABLE COVER ADAPTER AND CAP ADAPTER AND CAP Riverhead NY 11901 � � ;,.o - ,.`..o. .r... �,•, ._,,.».. .,=1r=-❑ I DECKING 631 591 2402 1� csz css 115 VOLT VERSION I : � .... 631 323 1426 -4� ftiJ i + + + aa.�I o r .,-� , + glynis@studioabarchitects.com •; ,��; -" Procea Tank y' rL�" •••f i """ — `} 1 Ing ,.--`S r°, • / / ■ �• n .,........ Y — option - - �, p �a �n n_, mailin address. .». !Li g - , 8 IM � PO Box 444 Q ¢ r r Orient NY 1 957 I •r •! 115 VAC SEWER PIPE - J ' •, �; DOUBLE SIDED z _o a 45 DEG. ELBOWS WYE ,.an ap LTJ M " _ mp ° � "-�°` ""•" °-9AR".ER TERMINAL 30 DEG ELBOW 60 DEG WYEOR EQ. LASCO D448-040 .. _� o• 4X4 ACQ POSTS 24"SUBMERGED TO SOIL, owner. I/A 01/VTS User Supplied Power Charles Rosenbaum Details _ = NOTES = � cal.o vo.r c°n1a Amp wa '?5 vAc 1)All Wiring to the took should be m!—Lrr '� T— 1i5 vac n o Ampa Pawar "'�,. - Rumn Ro..r nye°�a ALTERNATE A: FOR BENDS ALTERNATE B1: FOR USE WITH ALTERNATE B2: FOR USE WITH p,a AWO HHN or FEN unless othe a noted. ° " --- BLDG. EXTENSION/CONNECTION BLDG. EXTENSION/CONNECTION UNDERGROUND LINES 21220 WI Amp ❑ m, W/14—'. i .., ,, oeo^�; a Project number o Ara°kt 51a°Iaa,pn CLEAN OUT DETAIL FOR AREAS NOT SUBJECT TO VEHICULAR TRAFFIC W/DOUBLE SIDED SWEEP 24" MIN. BELOW GRADE Date 6/22/2021 2 Power Feed INSTALL STAAR 05_075_10 115 VOLT STAAR ❑ Auto—Oivkr 05/075/10 'I •1—�F'—�p : ° 1 ❑ Moaem Drawn by G13 CONTROL PANEL INSTALLATION SeptiTech STAAR Electrcal Diagrams CLEANOUT DETAILS DIAGRAM property Tax Map#: Checked by HA M 3 7 1000-059.00-01.00-006.002 �`' N.T.S. N.T.S. N.T.S. N C. 02 site street address: N 6710 Soundview Ave. Scale Southold,NY 11971 As indicated cD PHOTOGRAPHS OF SITE SITE: 6710 SOUNDVIEW AVENUE, SOUTHOLD 11971 Photos taken 6/23/2021 by Glynis M. Berry,AIA, LEED AP (Applicant and Sanitary System Designer) Owners: Charles Rosenbaum and Kimberly B. Landman �r- Fg 9 m 1 _� � � .� . _ �_ •f C ,. .. ..'.. ` �x� ,f.. OM1 Y� v ` �.�' .._. "'��.SF .. � .� '�7 "� ''� � w'� 1yy --. J ' .� ';.� :i: _. �.�`. ��. ..:�' �o.",,.:rte .�`' F _ r �. �n - F i, t ��� "fix'. ��` *'n� .. -• �..� � _ .� � _ � .� 6 3 ^ i•\ MNiCH SEE SEC.n0.O5�iWE JC1 y �1 Rp 13' _ „.. m' B�t�5.wn O E t x z-- 07L b s s 2,4'! .,,.c, 2 a < e.:w' ,pP,. 6'� yOJ �� h 'b o s c; p -. �s :i Ai\ - •pr �, 41 s LYB U? � Q'e• \ 35 O2 a. 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F,i �a SEE SEC.NO.BSS -cc IF t �— ""'•'•- ••,,p. _O „',^ _az--- y IM., COUNTY OF SUFFOLK© N NorleE E »c,,.,. ,000 seerlrnl luo ___„__ '� ,,,,,�, - Real Prop ryT Ser ce Agm,n- .alauraN aNa aN r — rorx 1 w:A.r�m.wuwu N ouwenwcwm-n"rP--- M n a aourHOEo 0559 o., w o- o xrK mawrr♦ �+cc mtn.+B P OFFICE LOCATION: � MAILING ADDRESS: Town Hall Annexe r" P.O. Box 1179 541'75 State Route 25 Southold, NY 11971 (cor.Mam Rd. &Youngs Ave.) w Southold, NY 11971 g " Telephone: 631 765-1938 lk�� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: September 10, 2021 Re: LWRP Coastal Consistency Review of CHARLES ROSENBAUM SCTM# 1000-59-8-6.2 Glynis Berry, AIA of studio a/b architects on behalf of CHARLES ROSENBAUM requests a Wetland Permit to install a new gravel driveway connecting to the existing one; delineate the landward edge of the 50' non-disturbance buffer with either a split-rail fence (using non-treated wood posts), a stone wall, or boulders with native plantings, all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area; some clearing will be executed, with a lawn in front of the house; the installation of underground water and electric services; and the installation of silt fencing during construction to protect the wetlands. Located: 6710 Soundview Avenue, Southold. SCTM# 1000-59-8-6.2 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. Cc: Damon Hagan, Assistant Town Attorney Peter Young,Chairman GD = Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 " Southold,NY 11971 41, Telephone(631)765-1889 Fax(631)765-1823 Conservation Advisory Council Town of Southold At the meeting of the Southold Town Conservation Advisory Council held Wed., September 8, 2021 the following recommendation was made: Moved by John Stein, seconded by Caroline Burghardt, it was RESOLVED to SUPPORT the application of CHARLES ROSENBAUM for the construction of a 1,945 sf. dwelling, slab on grade, wood framing, 1,402 sf. deck and 1,200 sf. swimming pool. Install an I/A OWTS septic system with pressurized geomat leaching field on replaced soils. Located: 6710 Soundview Ave., Southold. SCTM#59-8-6.2 Inspected by: John Stein, Caroline Burghardt, Shannon Wright Vote of Council: Ayes: All Motion Carried B 24190 Main Road ® 651 West Main Street PO Box 444 glynis@studioabarchitects corn Riverhead,NY 11901 Orient,NY 11957 http Hanizumiberry corn T 631 591 2402 T&F 631 323 1426 August 24, 2021 Board of Town Trustees Town of Southold Town Hall Annex ` " �"= ' 54375 Route 25 r �� PO Box 1179 AUG 2 5 202, Southold, NY 11971 Re: Rosenbaum Proposed Residence Sou.`,�IdTe+rm Boa of Tru tee 6710 Soundview Avenue TX Map# 1000—059.00—01.00-006.002 Dear Board of Trustees, In response to our phone conversation today, we are amending the description as follows: Within the Trustee's jurisdictional area,the project will build a new gravel driveway connecting to the existing one. It will also delineate the landward edge of a 50' non-disturbance buffer with either a split- rail fence (using non-treated wood posts), a stone wall, or boulders with native plantings, all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area. Some clearing will be executed, with a lawn in front of the house, as shown on the plans.The installation of underground water and electrical service are also within the jurisdictional area.A silt fence is proposed to protect the wetlands during the contruction. We would also request that the Trustees issue a non-jurisdiction letter for the house and sanitary system, as this is requested by the Suffolk County Department of Health Services. Sincerely, � rA4 O Glynis M. Berry,AIA, LEED AP Michael J.Domino,President ® rt Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD This Section For Office Use Only Coastal Erosion Permit Application E C E W E Wetland Permit Application D V `` Administrative Permit E Amendment/Transfer/Extension AUG 5 TReceived Application: - - - - Y•5•Zl ZGZ� —ReceivedFee: $25D, Completed Application:: •�Z Southold Town Incomplete: Board of Trustees SEQRA Classification: Type I Type II Unlisted Negative Dec. Positive Dec. Lead Agency Determination Date: Coordination:(date sent): _-. WRP Consistency Asse sme F rm Sent: __ b ka-J - - - TAC Referral Sent:_ � � � Date of Inspection: Receipt of CAC Report: Technical Review Public Hearing Held: '�- Resolution: Owner(s) Legal Name of Property (as shown on Deed): _ Charles Rosenbaum Mailing Address: 608 President Street, Brooklyn,NY 11215 Phone Number: 202 421 8873 - - - Suffolk County Tax Map Number: 1000 - 1000-059.00-04-.W-006.002 Property Location: 6710 Soundview Avenue,Southold (If necessary,provide LILCO Pole#, distance to cross streets, and location) AGENT(If applicable): Glynis Berry,AIA,of studio a/b architects Mailing Address:- _ PO Box 444, Orient,NY 11957 Phone Number: 631 680 9656 C' Board of Trustees Appl' tion GENERAL DATA Land Area(in square feet): 107,997 SF, 81,694 if exclude 2015 wetlands f Area Zoning: R-80 Previous use of property: vacant.- Intended use of property; residential Covenants and Restrictions on property? Yes X No If"Yes", please provide a copy. Will this project require a Building Permit as per Town Code? X Yes No If"Yes", be advised this application will be reviewed by the Building Dept. prior to a Board of Trustee review and Elevation Plans will be required. Does this project require a variance from the Zoning Board of Appeals? Yes . X _No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by the Building Dept.? Yes X No Does the structure (s) on property have a valid Certificate of Occupancy? Yes N/A No Prior permits/approvals for site improvements: Agency Date SCDHS Pending NYSDEC Pending No prior permits/approvals for site improvements. Has any permit/approval ever been revoked or suspended by a governmental agency? X No Yes If yes, provide explanation:_ Project Description (use attachments if necessary):_ Construction of a 1945 SF home, slab on grade,wood. framing, 1402 SF deck, 1200 SF pool.A Septi-Tech STAAR 0.5 I/A OWTS with pressurized geomat leaching field on replaced soils. Board of Trustees Appl .tion WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: New home construction Area of wetlands on lot:26,303 (2015) square feet Percent coverage of lot: _ 24.36 % Closest distance between nearest existing structure and upland edge of wetlands: N/`- __ feet Closest distance between nearest proposed structure and upland edge of wetlands: 123 feet Does the project involve excavation or filling? _-_ No _ yes _ Yes If yes, how much material will be excavated? 317.3 cubic yards How much material will be filled?_ 174_ cubic yards Depth of which material will be removed or deposited::_ 8 _ feet Proposed slope throughout the area of operations: 4% Manner in which material will be removed or deposited: large truck=_ Statement of the effect, if any, on the wetlands and tidal waters of the town that may result by reason of such proposed operations (use attachments if appropriate): None,as a buffer zone will be maintained and silt fence used during construction. Short Environmental Assessment Foran Part 1 -Project Information Instructions for Completing Part 1—Project Information. The applicant or project sponsor is responsible for the completion of Part 1. Responses become part of the application for approval or funding,are subject to public review,and may be subject to further verification. Complete Part 1 based on information currently available. If additional research or investigation would be needed to fully respond to any item,please answer as thoroughly as possible based on current information. Complete all items in Part 1.You may also provide any additional information which you believe will be needed by or useful to the lead agency;attach additional pages as necessary to supplement any item. Part 1—Project and Sponsor Information 6710 Soundview Ave Name of Action or Project: 6710 Soundview Ave Project Location(describe,and attach a location map): 6710 Soundview Avenue,Southold,NY 11971 Brief Description of Proposed Action: Construction of new home,deck and pool.Installation of I/A OWTS with pressurized leaching field and replaced soils. Name of Applicant or Sponsor: Telephone: 202 421 8873 Charles Rosenbaum E-Mail: chosenbaum@gmad.com Address: 608 President Street City/PO: State: Zip Code: Brooklyn NY 11215 1. Does the proposed action only involve the legislative adoption of a plan,local law,ordinance, NO YES administrative rule,or regulation? If Yes,attach a narrative description of the intent of the proposed action and the environmental resources that 1:1may be affected in the municipality and proceed to Part 2. If no,continue to question 2. 2. Does the proposed action require a permit,approval or funding from any other government Agency? NO YES If Yes,list agency(s)name and permit or approval:Town Trustees,Town Building Department and SC Department of E]Health Services WL 3. a.Total acreage of the site of the proposed action? 2.47 acres b.Total acreage to be physically disturbed? 0.7 acres c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 2.47 acres 4. Check all land uses that occur on,are adjoining or near the proposed action: 5. ❑Urban ® Rural(non-agriculture) ❑ Industrial ❑ Commercial ® Residential(suburban) ❑Forest m Agriculture ❑ Aquatic ❑ Other(Specify): ❑Parkland Pagel of 3 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? ❑ ❑✓ ❑ b. Consistent with the adopted comprehensive plan? ❑ ❑✓ ❑ NO YES 6. Is the proposed action consistent with the predominant character of the existing built or natural landscape? ❑ ❑✓ 7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES Name:SGPA,Reason:Protect groundwater,Agency:Long Island Regional Planning,Date:3-19-93 If Yes,identify: ❑ 0 8, a. Will the proposed action result in a substantial increase in traffic above present levels? NO YES ❑✓ F1b. Are public transportation services available at or near the site of the proposed action? ❑✓ ❑ c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑ action? 9. Does the proposed action meet or exceed the state energy code requirements? NO YES If the proposed action will exceed requirements,describe design features and technologies: Required to meet State Energy Codes ❑ W1 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: 11. Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: On-site I/A OWTS (Septi-Tech to pressurized Geomat leaching field on replaced soils. ❑ 12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES which is listed on the National or State Register of Historic Places,or that has been determined by the ❑ Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the 71 State Register of Historic Places? b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory? 13. a. Does any portion of the site of the proposed action,or lands adjoining the proposed action,contain NO YES wetlands or other waterbodies regulated by a federal,state or local agency? ❑ ❑✓ b.Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? ❑ If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres: Page 2 of 3 14. Identify the typical habitat types that occur on,or are likely to be found on the project site.Check all that apply: El Shoreline ❑ Forest ❑Agricultural/grasslands ❑Early mid-successional [Z]Wetland ❑ Urban ❑ Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES Federal government as threatened or endangered? Piping Plover ❑ 16. Is the project site located in the 100-year flood plan? NO YES 17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES If Yes, ❑ ❑✓ a. Will storm water discharges flow to adjacent properties? ❑ b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑ If Yes,briefly describe: ,K, Stormwater will be directed to two dry wells accommodating a 2"rainfall. 18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES or other liquids(e.g.,retention pond,waste lagoon,dam)? If Yes,explain the purpose and size of the impoundment: 19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES management facility? If Yes,describe: ❑ ❑ 20.11as the site of the proposed action or an adjoining property been the subject of remediation(ongoing or NO YES completed)for hazardous waste? If Yes,describe: ❑ ❑ I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF MY KNOWLEDGE Applicant/sponsor/name: �9/ r1 t Date: Signature: - Title: PRINT FORM Page 3 of 3 EAF Mapper Sumn..-_ Report Saturday, June 19, 2021 10:41 AM Disclaimer: The EAF Mapper is a screening too]intended to assist -'Z project sponsors and reviewing agencies in preparing an environmental -44-4 "P assessment form(EAF).Not all questions asked in the EAF are V answered by the EAF Mapper.Additional information on any EAF A x>."� question can be obtained by consulting the EAF Workbooks. Although p%f& gn"�V" the EAF Mapper provides the most up-to-date digital data available to DEC,you may also need to contact local or other data sources in order 41 i% to obtain data not provided by the Mapper.Digital data is not a J A substitute for agency determinations. 144' 7e,72"F-7 iD -N, p, 5, tw 'So-' thol ;% R, -n�-f' r�6fh �y rte - "'T -A, 'Nung"s ' Z_ an v 3a !ktfnialtan'q NGO�;J ( i5fres i tap',t ntobt6 h Pis Part 1 /Question 7 [Critical Environmental Yes Area] Part 1 /Question 7 [Critical Environmental Name:SGPA, Reason:Protect groundwater,Agency:Long Island Regional Area- Identify] m Planning, Date:3-19-93 Part 1 /Question 12a [National or State No Register of Historic Places or State Eligible Sites] I Part 1 /Question 12b [Archeological Sites] IND Part 1 /Question 13a [Wetlands or Other Yes-Digital mapping information on local and federal wetlands and Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook. Part I /Question 15 [Threatened or Yes Endangered Animal] Part 1 /Question 15 [Threatened or Piping Plover Endangered Animal -Name] Part 1 /Question 16 [100 Year Flood Plain] No Part 1 /Question 20 [Remediation Site] No Short Environmental Assessment Form - EAF Mapper Summary Report Board of Trustees Appl, tion AUTHORIZATION (Where-the applicant is not the owner) I/We, Charles Rosenbaum and Kimberly Landman owners of the property identified as SCTM# 1000- 059.00-01.00-006.002 in the town of Southold New York, hereby authorizes Glynis Berry,AIA of studio a/b architects _. to act as my agent and handle all necessary work involved with the application process for permit(s) from the Southold Town Board of Trustees for this property. roperty Owners ignature Propert Owner's Signature , SWORN TO BEFORE ME THIS k-L DAY OF -20 / MICHELE JE7county Notary Public-State Not Pub NO. 01JE627 Qualified in Richmo 4K My Commission Expires .k Board of Trustees Appl; Ltion AFFIDAVIT Charles Rosenbaum & Kimberly Landman BEING DULY SWORN DEPOSES AND-AF F- IR M S THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE'DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION, I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES, INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE,PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. i { Stof Property Owner rr__ Sign1a� a of Prgperty Own Jr �L1,� 25 ��Pmui Gt.0 V✓1 , �r� SWORN TO BEFORE ME THIS- , 1 1 D Y OF 20 MICHELE JETTE Notary public_State of New Notary PL1blic N0• QIJE6273170 York Qualified to Richmond County My Commission Expires my P es Dec 3, 202a APPLICANT/AGENT/REPRESENTATIVE TRANSACTI®NAI.DISCLOSURE FORM The,Town'of Southold's Code-of Ethics prohibits conflicts of interest on the part of town officers and employees The nurnose of this farm is to provide information which can alert the town of possible conflicts of�interest and allow it to take whatever action is necessaryto avoid same. YOUR NAME: Rosenbaum,Charles A.&Landman,Kimberly B.;_ (Last name,first name,griddle initial,unless you are applying to the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do yogpersonally,(or through your company,'spouse,sibling,parent;or-child)have a relationship with any Officer*employee of the Town,of Southold? "Relationship"Includes-by blood,nlasriagd or business inte'rest.-I'Business interesr means-a business, including a partnership,in which the town officeror employee has even"a partial ownership of(or employment by)a corporation in which the town officer or-employed awns more than-°%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold Title or position of that person- Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the'appropriiite line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5°l6 of the shares of the-corporate stock of the applicant (when the applicant is a corporation); B)"tile legal or�bcnefrclal,uwner,ofany interest in a non-corporate entity(when the applicant is not a corporation); C)-an-officer,director,partner,or employee-of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP rte' Submitted day of V 20 Signature Print Name Charles Rosenbaum&16mberlX Landman r - Form TS 1 APPLICANT/AGENUREPRESENTATIVE TRANSACTIONAL DISCLOSURE FORD TheTawn df Sout}iold'c Code of Eiliics Erohibits conflicts of interest on the Hart oftown afficcrs nnil emulovee; The nuto so a of tliis form'is-ia'tirovide informntion which can sleet the tci�uri'of�bssible conflicts of�nteresLand allow at to taltewhattever action_is ficcestga to avoid,same. - - YOUR NAME: - = Berry, Glynis M. _ (Last name,first name,.middle initial,unless you are applying ia_the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) , Tax grievance Building Variance - -_- Trustee X - Change of Zone " - Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other'',name the activity.) Do you personally(o-r throu&y®in'company,'spousc,sibling,parept-,or ch id)have it relationship with dny'6ffl6er*,emp!6yec of the Town,of Southold? "Relationship"includes,by,blood,'marriage,.or 60sincss interest"Business intciest",means a business, including a partnership,,in,which the towuoffleei�or,employee hus-even-n4partial ownership'of'(or employment by).ncorporation in which the f6wi'officer of employee aWits'morc than 5%of the shares. YES NO X If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold.--- Title outhold_ -Title or position of that person "Deseribe itie relationship bittveen yourself(the applicar tVagenthepresentative)and the town officer or employee.Either check the appropriate'line A)through_D)undloc describe-in the-space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)'the owner of greater than 5G ofthe;sba es ofthe corporate stock of the applicant (wheia_the applicai'i is itcoipor tion); ` the Iegai_ocbeneficial otivner,of any interest in tc"non-corporate entity(when the applicant is not,,a lcorporati4n); C)an officer,director,partner;or.einployee_af thnapplicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted thisf day of u st 2021 Signature Print Name 1 is- . - Form TS 1 Glenn Goldsmith,PresidentCO Town Hall Annex A.Nicholas Krupski,Vice President ,� ��� 54375 Route 25 John M.Bredemeyer III y P.O.Box 1179 Michael J.Domino 0 Southold,NY 11971 Greg Williams �,h0� pl�� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD August 25, 2021 Glynis Berry, AIA studio a/b architects P.O. Box 444 Orient, NY 11957 Re: Board of Trustees Application of Charles Rosenbaum 6710 Soundview Avenue, Southold SCTM# 1000-59-8-6.2 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Orders, this application is now scheduled to be heard by the Southold Town Board of Trustees via a combination of an in-person meeting and videoconferencing on Wednesday, September 15, 2021 beginning at 5:30 P.M. Please continue to check the Town's website as the meeting date approaches for the latest meeting agenda and videoconferencing information. Enclosed is an informational notice regarding the videoconferencing meeting and how to access the online meeting. Please mail a copy of the informational notice along with all other required paperwork to each of the adjacent property owners. Please keep a copy of said informational notice for your records so that you can access the meeting in order to have a conversation with the Board during your application review. Very Truly Yours, ,4, 447n.,e."A Glenn Goldsmith, President Board of Trustees Glenn Goldsmith, President ,r0�d COGS, Town Hall Annex A.Nicholas Krupski, Vice President '�� y�c 54375 Route 25 John M.Bredemeyer III W Y P O. Box 1 179 w- ^7 Michael J. Domino y fir,' Southold,NY 11971 Greg WilliamsTelephone (631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION,& PUBLIC HEARINGS WEDNESDAY, SEPTEMBER 15, 2021 at 5:OOPM & 5:30PM TOWN HALL MAIN MEETING HALL AND VIA A ZOOM ONLINE PLATFORM A Regular Work Session and Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held--on Wednesday, September 15, 2021 with the Work Session beginning at 5:OOPM and Public Hearings beginning at 5:30PM. The public is invited to attend the meetings either in person or virtually via the Zoom online platform. Masks are still required for members of the public who are not fully vaccinated. Written comments may also be submitted via email to the Trustees Clerks at elizabethc@southoldtownny.gov and diane.disalvo@town.southold.ny.us. Said comments will be considered at the public hearing provided that they are submitted no later than 12:00 P.M. (Prevailing Time) on the day of the public hearing. The public will have access to view and listen to the meeting as it is happening via Zoom. If you do not have access to a computer or smartphone, there is an option to listen in via telephone. Further details about how to tune in to the meeting are on the Town's website at https://www.southoldtownny.gov/calendar or call the Board of Trustees office at (631) 765-1892 Monday through Friday between the hours of 8:OOAM —4:OOPM. Options for public attendance: • Online at the website zoom.us, click on "join a meeting" and enter the information below. Zoom Meeting ID: 813 4681 5078 Password: 851461 Telephone: Call 1(646) 558-8656 Enter Meeting ID and Password when prompted (same as above). In order to "request to speak" when the application you are interested in has begun, please press *9 on your phone and wait for someone to acknowledge your request. When prompted to unmute your phone press *6. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on "pg. 2"; click on "Trustees" folder, click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order Click on the name of the application to view the file Glenn Goldsmith,President O�pSUfFDI'{`COG•; Town Hall Annex A.Nicholas Krupski, Vice President ,� y� j 54375 Route 25 John M.Bredemeyer III c P.O. Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams y �apl }'� Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BE ADVISED — AS PER CHAPTER 55 NOTICE OF PUBLIC HEARINGS Failure to submit the following originals to this office by or no later than 12:OOPM the day prior to the scheduled Public Hearing for .your application will result in a postponement of said application. This office WILL NOT contact you to request said information: • All original white & green certified,return receipt mail receipts stamped by U.S.P.S. • Completed original Proof of Mailing Form Failure to submit the following originals to this office by or no later than 12:OOPM the day of the scheduled Public Hearing for your application will result in 'a postponement of said application: • Original Affidavit of Posting form — DO NOT COMPLETE SAID FORM UNTIL THE GREEN SIGN HAS BEEN IN PLACE ON THE PROPERTY FOR AT LEAST SEVEN (7) FULL DAYS. Sign the form on the eighth day that the green notice of hearing sign has been up on said premises. All green signature cards related to said application that were returned to your office should be either dropped off in our "Trustee drop box" or mailed -into our office wherieverthey-are received. These cards are-not required prior to the Public Hearing, unless specifically requested for by this office. This specific requirement is subject to change. f Board of Trustees App], 'ation PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SC-r"444- NAME: Acl� cLG�n . o/�erT STATE OF NEW YORK COUNTY OF SUFFOLK residing at , being duly sworn, deposes and says that on the day of , 20 , deponent mailed a true copy of the Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at , that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Signature Sworn to before me this Day of 720 Notary Public 24190 Main Road studio a/b 651 West Main Street PO Box 444 architects glynis@studioabarchitects corn Riverhead,NY 11901 Orient,NY 11957 http://ariizumiberry.com T 631 591 2402 T&F 631 323 1426 September 10, 2021 Board of Town Trustees Town of Southold Town Hall Annex 54375 Route 25 PO Box 1179 Southold, NY 11971 Re: Rosenbaum Proposed Residence 6710 Soundview Avenue TX Map# 1000—059.00—01.00-006.002 Please find enclosed: ! ,i Proof of Mailing of Notice 'I ; SEP 13 2P' Certified Mail receipts(5) = - Signed return receiptse, bout - Affidavit of posting(S ptember 3,2021) h!?� ; OW rCrtlSt;As' Thank you for your consideration. S c ely, ly ' M. Berry,AIA, LEED A Glenn Goldsmith,PresidentOy'OSuFF©('�C►O Town Hall Annex A.Nicholas Krupski,Vice President b G�� 54375 Route 25 John M.Bredemeyer III P.O.Box 1179 Michael J.Domino Southold,NY 11971 Greg Williams ® p� Telephone(631)765-1892 ��� Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of CHARLES ROSENBAUM COUNTY OF SUFFOLK STATE OF NEW YORK AFFIDAVIT OF POSTING DO NOT COMPLETE THIS FORM UNTIL AFTER POSTING REMAINS INPLACE FOR AT LEAST SEVENDAYS PRIOR TO THE PUBLIC HEARING DATE Glynis M. Berry,AIA studio a/b architects I, _ ,residing at/dba 24190 Main Road,PO Box 444, Orient,NY 11957 being duly sworn, depose and say: That on the 3 day of September ,2021 , I personally posted the property known as 6710 Soundview Avenue,Southold by placing the Board of Trustees official noticing poster where it can easily be seen from the street, and that I have checked to be sure the noticing poster has remained in place for a full seven days immediately preceding the date of the public hearing. Date of hearing noted thereon to be held Wednesday, September 15,2021. Dated: (signa ure) Sworn to before me this 13 day of �� 202 otary ,ublic LINDA S. CARLSON Notary Public, state of N8 w York No. 01 Qualified in Suffolk County commission Expires Nov. 14, 20 Board of Trustees Application ]PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS APPLICATION NAME & SCTM#: NAME: ADDRESS: Mr. David+Ms. Chantel Landman 128 Beekman Road,Summit,NY 07901 SCTM# 1000-59-1-6.2 Mr.William Dougherty 6810 Soundview Ave.,Southold,NY 11971 SCTM# 1000-59-8-6.3 Peconic Dunes County Park,SC PO Box 144,West Sayville,NY 11796 SCTM# 1000-59-'5-1.1 Salvatore Yannotti and Robin B Yannotti 1641 3rd Ave.,Apt. 23K,New York,NY 10128 SCTM# 1000-59-6-1 Treiber Farms LLC 38320 CR 48,Peconic,NY 11958 STATE OF NEW YORK COUNTY OF SUFFOLK rolqjjt� ,Zti , residing at aY1 FO 94,di b (6--7't17— being duly sworn, deposes and says that on the_�_day of � , 20�, deponent mailed a tine copy of the V. Notice set forth in the Board of Trustees Application, directed to each of the above named persons at the addresses set opposite their respective names; that the addresses set opposite the names of said persons are the address of said persons as shown on the current assessment roll of the Town of Southold; that said Notices were mailed at the United States Post Office located at that said Notices were mailed to each of said persons by CERTIFIED MAIL/RETURN RECEIPT. Sworn to before me this 3 *ia �re jotary ay of Pu lic LINDA S. CARLSON Notary Public, State of New York No. 01 CA6137178 Qualified in Suffolk County Commission Expires Nov. 14, 20_ ° . 777777 o ■ u.s. Postal Service", CERTIFIEDMAILO,. RECEIPT ru •� • r%_ .. • �� � I S� • • ( • CJV 31��7g{�Ir L L� -. 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Article Number(Transfer from service label) ❑Collect on Delivery Restricted Delivery Restricted Delivery nsured Mail 7 019 2280 0001 6667 9503 Insur d Mail Restricted Delivery (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domegitic,Retuiri Receipt NOTICE F HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees both in-person and via the online Zoom platform. OWNER(S) OF RECORD: CHARLES ROSENBAUM SUBJECT OF PUBLIC HEARING: For a Wetland Permit to install anew gravel driveway connecting to the existing one; delineate the landward edge of the 50' non-disturbance buffer with either a split-rail fence (using non-treated wood posts), a stone wall, or boulders with native plantings, all with sufficient elevation/spacing/penetrations in the wall or boulders to allow the natural flow/passage of water and small animals that inhabit this area; some clearing will be executed, with a lawn in front of the house; the installation of underground water and electric services; and the installation of silt fencing during construction to protect the wetlands. Located: 6710 Soundview Avenue, Southold. SCTM# 1000-59-8-6.2 TIME & DATE OF PUBLIC HEARING: Wednesday, September 15, 2021 — at or about 5:30P.,M. — Either in Person or via Zoom. To access the Zoom meeting please see the meeting agenda located in the Trustees section of the Town website. If you have an interest in this project, you are invited to view the Town file(s) through the Southold Town website. To view the application files please visit: https://www.southoldtownny.gov At the bottom of the picture on the main screen click on the second button from the right "Town Records, Weblink/Laserfiche"; go to bottom of page and click on 2"; click on "Trustees" folder; click on "Applications"; click on "Pending"; all files are listed by name in alphabetical order. Click on the name of the application to view the file. BOARD OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1892 Town of Southold I,WI&CONSISTri NCX ASSESSMENT FORM 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 ifformation 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 si ' icant- beneficial and adverse-effects anon the�coasW area(whicliincludes all;of'Southold Town). 3: 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 amsweir mgst be explain6d in detail,'listina both sup-porting,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# 059.00 = 01.00 _ 006.002 PROJECT NAME 6710 Soundview Ave, Southold = The Application 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: ❑ Nature and extent of action: New home using an I/A OWTS for wastewater and public water C, � Location of action: 6710 Soundview Avenue Site acreage:___107,997 SF --- 81,694 SP excluding 2015 wetlands Present,land use: _ vacant R-80 Present zoning classification: 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: Glynis Berry,studio a/b architects (b) Mailing address: PO Box 444,Orient,NY 11957 ° (c) Telephone number: Area Code O 631 680 9656 (d) Application number,if anx: 0 I _ 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? 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. 1 f3'ir'I{LOPM.COAS'-T`POLZC' 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. a Yes .0 No 0 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 D Yes.0 No R 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 0 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 x Yes 0 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 El Yes EJ No 0 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. 0 o a, 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. ❑s Yes 0 No'FL] 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. El_ YesD No 0 Not Applicable Attach additional sheets if necessary WORDING 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. M.Yes ❑ No 0 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 - - - - - - - - -- Glynis Berry,AIA Applicant, designer of I/A OWTS 6/22/2021 PREPARED BY. _-__-- --__- _- TITL,E DATE 24190 Main Road studio s 651 West Main Street PO.Box 444 glynis@studioabarchdects corn Riverhead,NY 11901 Orient,NY 11957 architects http.//adizumiberry.com T 631 5912402 T&F 631 323 1426 August 2, 2021 Board of Town Trustees � � C" � O �I/n Town of Southold Town Hall Annex 54375 Route 25 AUG — 5 2021 PO Box 1179 Southold, NY 11971 Re: Southold Town 6710 Soundview Avenue,Southold, NY Board of Trustee TX Map# 1000-059.00-01.00-006.002 --- Dear Reviewer, I am the architect of the wastewater system (not the building) and applicant acting on behalf of Charles Rosenbaum and Kimberly Landman.This packet is submitted for a permit from the Town Trustees for the reference new home and I/A OWTS sanitary system. Please find enclosed: (1) Authorization form (1) Affidavit (1) Disclosure by Owner (1) Disclosure by Applicant (1) Short Environmental Form (1) LWRP consistency Assessment Form (4) Application (4) Survey of existing property (4) Site plan and I/A OWTS (4) House plans (4) Photographs of site (1)Wetland permit application fee—Check for$250 If you need any further information, my cell is 631680 9656 and email is above.We appreciate your review of this. Sincerely, 16r A, Glynis M. Berry,AIA, LEED AP