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Home My WebLink AboutTR-9807 Glenn Goldsmith,President ®F soU,� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�® 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly coy G c,� Telephone(631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 C®UNTY,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1979C Date: November 6, 2022 THIS CERTIFIES that the demolition and removal of existing cellar entrance and 60sq.ft. section of existing 1.5- story dwelling;construct additions and alterations to existing 1.5-story dwelling including 415sq.ft. second-floor dormer addition 170sq ft second-story deck in place of portion of existing_roofed-over porch 60sq.ft. first floor addition beneath existing roofed-over porch and 1 044sq ft one and two-story addition to south end of dwelling with attached 377sq ft raised patio and steps 207sq ft deck retaining wall and 6'x9' roofed-over entry porch and steps with grade-level masonrypath• maintain existing 5.6'x6.9' hot tub on roofed-over porch and 4'x6' outdoor shower on north side of house; install 500 gallon underground propane tank underground utilities and A/C unit on grade-level slab;remove existing septic system install I/A sanitary system and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean "ratable"soil to be trucked in-, install stormwater drainage system-, install 6' high fencing along southerly property line;and establish and perpetually maintain a 10' wide approximately 1 407sq.ft.non-turf buffer adjacent to top of bluff to be planted with native vegetation; At 6485 Nassau Point Road,Cutchogue Suffolk County Tax Map#1000-111-13-11 Conforms to the application for a Trustees Permit heretofore filed in this office Dated November 30,2020 pursuant to which Trustees Wetland Permit#9807 Dated January 20,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition and removal of existing cellar entrance and 60sq.ft. section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling including 415sg.ft. second-floor dormer addition 170sq ft second-story deck in place of portion of existing roofed-over porch, 60sq.ft. first floor addition beneath existing roofed-over porch and 1 044sq ft. one and two-story addition to south end of dwelling with attached 377sq_ft raised patio and steps 207sq_ft deck retaining wall and 6'x9' roofed-over entry porch and steps with grade-level masonry path;maintain existing 5.6'x6.9' hot tub on roofed-over porch and 4'x6' outdoor shower on north side of house; install 500 gallon underground propane tank underground utilities,and A/C unit on grade level slab;remove existing septic system install JA sanitary system and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean "ratable"soil to be trucked in; install stormwater drainage system; install 6' high fencing along southerly_property line; and establish and perpetually maintain a 10' wide approximately 1 407sg.ft.non-turf buffer adjacent to top of bluff to be planted with native vegetation. The certificate is issued to Jane G. Weiland owner of the aforesaid property. S Authorize gnafure " i Glenn Goldsmith,President *®� Sau�,�. Town Hall Annex 54375 Route 25 A.Nicholas Krupski,Vice President ,� ®�® P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples ® y® Fax(631) 765-6641 ®�y00 NT`1;�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD DATE OF INSPECTION: h z2 INSPECTED BY: J), Ch. 275 Ch. 111 INSPECTION SCHEDULE Pre-construction, haybale line/silt boom/silt curtain 1st day of construction Y2 constructed Project complete, compliance inspection COMMENTS: i/ accodn 4. �W as,,at P42-It a 1'a to wwk S AL, I� PA4 lb(AW . M-f- (fie -&e-J4 -4- 6d,1. CERTIFICATE OF COMPLIANCE: Glenn Goldsmith,President ®f S0(/�� Town Hall Annex A. Nicholas Krupski,Vice President ®� ®�� 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth PeeplesTelephone(631) 765-1892 `r Fax(631) 765-6641 c®U611T�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 19, 2022 Barbara Schnitzler P.O. Box 229 New Suffolk, NY 11956 RE: JANE G. WEILAND 6485 NASSAU POINT ROAD, CUTCHOGUE SCTM#: 1000-111-13-11 Dear Ms. Schnitzler: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, May 18, 2022: WHEREAS, on May 2, 2022 an application for an Administrative Amendment was submitted to allow the existing Zoysia grass at the top of the bluff to remain intact, in lieu of removing same to plant the required 10' non-turf buffer with native plantings; and WHEREAS, on May 14, 2022 a Member of the Board of Trustees inspected said property for the proposed modification; 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 of the documentation submitted concerning this application; and, WHEREAS, on January 20, 2021 as part of the approval under Wetland Permit#9807, the Board of Trustees conditioned the establishment and perpetual maintenance of a 10' wide, approximately 1407 sq. ft. non-turf buffer adjacent to top of bluff to be planted with native vegetation; and that on April 2, 2021 said buffer was added to the deed under covenants and restrictions; and 2 WHEREAS, the aforementioned non-turf buffer was in fact never installed; and WHEREAS, the Board of Trustees determined that the existing conditioned buffer required under Wetland Permit #9807 should not be modified to allow the zoysia grass that currently exists in said area to remain, and that there is no justification for altering the prior actions of the Board; and THEREFORE BE IT RESOLVED, that the Southold Town Board of Trustees DENY the Administrative Amendment to Wetland Permit#9807 to allow the existing Zoysia grass at the top of the bluff to remain intact, in lieu of removing same to plant the required 10' non-turf buffer with native planting. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please call our office at (631) 765-1892. Sincerely, Glenn Goldsmith President, Board of Trustees GG:dd Glenn Goldsn President o�OgVIFU( I- ` _Town Hall Annex A Nicholas Krupski-,i vice-President �� '�; � '54375 Route 25 Eric Sepenoski o =` -P.O. Box 1179 Liz Gillooly "` Southold, NY 11971 Elizabeth Peeples ti ® p!� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Date/Time: 5'h4a Completed infield by: 11J, y ; Barbara Schnitzler on behalf of JANE G. WEILAND requests an Administrative Amendment to Wetland Permit#9807 to allow the existing Zoysia grass at the top of the bluff to remain intact, in lieu of removing same to plant the required 10' non-turf buffer with native plantings. Located: 6485 Nassau Point Road, Cutchogue. SCTM#: 1000-111-13-11 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=4 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 L/ 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: wil ovep 4 LJ6.6 I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: E. Peeples L. Gillooly G. Goldsmith N. Krupski E. Sepenoski Other qi) rvwr -F� .�O I� � gut�sl� vol �la �v4ss c -vtsl'Wc�i�� Rrcls-cG�> w� b�l��e flm-f 4u, -Ivlwk VV"--b 04 AAAA, �'��• �l�,u� �la�nh-�s � V v�evt�vsl�- � r ►�� '�w� be c�w,.e �i�l-6-I� G�'��cf �k.cl w� °p �o `wid� fefr�Ovv�, `bus � wIT " +Y 160-VO pE C E 1V E uar - z zozz D SmNnWTmm Boa otTNshpg 0 � vu- trimble's ®fe orchaug nursery Lands ape Division "209.85 ain Road;"Cutchogue,NY{11935- D _ V ,E Ir, �,,� 631.73 6494 E tfimE)l n@optonline net E r, � �Soutiold" _Town Board of Trustees April 29,2022 To:Southold Town Trustees In reference to:140 ft.by 10 ft.non-turf buffer,waterfront property of Jane Weiland,6485 Nassau Point Blvd.,Cutchogue,NY It is our opinion that it is in the best interest of the bluff's integrity to leave the Zoysia grass in place in that area.It would have to be removed by a sod cutter,which would also disturb the soil beneath.The Zoysia requires little water and infrequent mowing and is doing a good job of sta- bilizing the top of the bluff.Our client has asked us to do whatever the trustees require. Thank you for your consideration. Anne E.Trimble,Director EN-CONSULTANTS April 27, 2021 E C L= 11 V E I Board of Trustees �' APR 3 0 2021 Town of Southold P.O. Box 1179 Southold,NY 11971 south;;id?o:in Attn.: Elizabeth Cantrell Esoa;d of'li'ustams Re:Jane G.Weiland- Wetland Permit#9807 Dear Ms. Cantrell: In satisfaction of the Special Conditions of the above captioned permit, the required Declaration of Covenant was recorded in the Office of the Suffolk County Clerk on April 2, 2021. A copy of the recorded document is enclosed for your file. Respectfully yours, 1 - i tephe Enclosure cc: Jane G. Weiland 1319 North Sea Road Southampton,New York 11968 p 631.283.6360 f 631.283.6136 www.enconsultants.com \ environmental consulting I IIIIIII IIII VIII VIII VIII(IIII VIII VIII VIII IIII II II I IIIIII VIII VIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DECLARATION Recorded: 04/02/2021 Number of Pages : 17 At: 09: 48 : 08 AM Receipt Number : 21-0065490 LIBER: D00013098 PAGE : 039 District: Section: Block: Lot: 1000 111 . 00 13 . 00 011 . 000 EXAMINED AND CHARGED AS FOLLOWS Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $85 . 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 $0 . 00 NO RPT $200 . 00 NO Fees Paid $325 . 00 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County l Number of pages RECORDED 2021 :der- 02 09-48:08 AM This document will be public JUDITH A. P SCALECLERK O record. Please.remove all 1_3UF 'iiLK COUNTY Social Security Numbers L DO'=O1=098 prior to recording. P 039 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 Notation Spec./Assit. or EA-52 17 (County) Sub Total Spec./Add. EA-5217(State) TOT. MTG.TAX Dual Town Dual County R.P.T.S.A. ®b� Held for Appointment Comm.of Ed. 5. 00 Transfer Tax A Affidavit �� . Mansion Tax The property covered by this mortgage is Certified Copy or will be improved by a one or two NYS Surcharge 15. 00 ay family dwelling only. Sub Total YES or NO Other Grand Total If NO, see appropriate tax clause on page# of this instrument. 4424297 1000 11100 1300 011000 4 Dist. 100( 0 5 Community Preservation Fund Real Property RP MI A 111111111 M 1111 N 111111111,111, Consideration Amount $ Tax Service 10-MARS Agency CPF Tax Due $ Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land TD En-Consultants 1319 North Sea Road TD Southampton,NY 11968 TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Declaration of Covenant made by: (SPECIFY TYPE OF INSTRUMENT) Jane G. Weiland f/k/a Jane Gartenberg Cummins' The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Town of Southold In the VILLAGE Board of Trustees or HAMLET of Cutchogue BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over T DECLARATION OF COVENANTS THIS DECLARATION made this-1�t day of M Gly-C ,2021,by Jane G.Weiland, Dk/a Jane Gartenberg Cummins,residing at 6485 Nassau Point Road,Cutchogue,NY 11935,hereinafter referred to as"DECLARANT": WITNESSETH: WHEREAS, DECLARANT is the owner of certain real property located at 6485 Nassau Point Road, Cutchogue,Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 111,Block 13, Lot 11, which is more particularly bounded and described as set forth in Schedule "A" annexed hereto,hereinafter referred to as the Property; and 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; and WHEREAS,the DECLARANT therefore made application to the Trustees for a permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and WHEREAS,on January 20,2021,the Trustees approved the application and issued a permit with terms and conditions; and WHEREAS,the issued permit,terms and conditions of the permit, as well as the site plan prepared by Jeffrey T.Butler,P.E.,P.C., last dated October 14,2020,and stamped approved on January 20,2021, upon which the permit is based,are annexed hereto as Schedule`B;"and WHEREAS, as a condition of the granting of a Wetlands Permit to undertake such regulated activities,the Trustees required that a ten-foot wide"non-turf buffer"be established with native vegetation and maintained adjacent to the top of bluff, and 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 does hereby covenant and agree as follows: 1) Upon the substantial completion of the aforementioned permitted activities there shall be established with native vegetation and perpetually maintained adjacent to the top of bluff, a ten-foot wide"non-turf buffer"as defined by Chapter 275 of the Town Code, as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated October 14,2020,and stamped approved on January 20,2021. 2) The DECLARANT shall at all times comply with the Terms and Conditions of the permit, a copy of which is attached hereto in Schedule`B"annexed hereto. 3) These covenants shall run with the land and shall be binding on the DECLARANT, her heirs, assigns,purchasers,or successors in interest and may be modified only upon resolution of the Board of Trustees. (THIS SPACE LEFT BLANK INTENTIONALY) 2 IN WITNESS WHEREOF, the owner has duly executed this instrument this day of 2021: Jane G.Weiland f/k/a Jane Gartenberg Cummins STATE OF ss: COUNTY OF lU 1SS OL) On the day ofin the year 2021,before me the undersigned, a Notary Public in and for said State, personally appeared,.Jaue G.- ieiIan4 f/k/a Jane Gartenberg Cummins personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument,the individual or the person on behalf of which the individual acted, executed the instrument. =Public HASSEL ate of New York 349704NotaryPublic ssau CounEyires Oct Z4, >-C . 3 i SCHEDULE A All that certain plot,piece or parcel of land, situate, lying and being in Town of Southold, County of Suffolk and State of New York known and designated as Lots 46 and 47 on amended map of Nassau Point and filed in the Office of the Clerk of the County of Suffolk on August 16, 1922 as Map No. 156, said lots are bounded and described as follows: BEGINNING at a point on the easterly side of Nassau Point Road, said point being at the intersection formed by the northerly side of East Club Road with the easterly side of Nassau Point Road; RUNNING THENCE on the easterly side of Nassau Point Road on a tie line course and distance of North 15 degrees 40 minutes 40 seconds West 190.33 feet to a point; THENCE North 78 degrees 36 minutes 20 seconds East 305.00 feet(deed), 344.00 feet(survey), to a point; THENCE South 9 degrees 27 minutes East 141 feet(deed), South 5 degrees 5 minutes 03 seconds East 86.24 feet(survey)to a point on the north side of East Club Road; THENCE South 79 degrees 38 minutes west along said road 56.0 feet(deed), 86.24 feet(survey),to a point; THENCE the following tie line course and distance still along said road, South 66 degrees 26 minutes West 235.30 feet to appoint on the easterly side of Nassau Point Road the point or place of BEGINNING. 4 Y SCHEDULE B (12 Pages Total) BOARD OF SOUTHOLD TOWN TRUSTEES c SOUTHOLD, NEW YORK PERMIT NO... s.; DATE: JANUARY 20.2021 ISSUED TO: JANE G.WEILAND ,i PROPERTY ADDRESS: 6485 NASSAU FQINT ROAD.CUTGHOGUE SCTM# 1000-111-13-11 �a AUTHORIZATION 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 January 20, 2021, and in consideration of application fee in the sum of$250.00 paid by Jane G. Weiland and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the , following: Wetland Permit to demolish and remove existing cellar entrance and 60sq.ft.section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling,including 415sq.ft.second- floor dormer addition,170sq.ft.second-story deck in place of portion of existing roofed-over porch, 60sq.ft.first floor addition beneath existing roofed-over porch,and 1,044sq.ft.one and two-story addition to south end of dwelling with attached 377sq.ft. raised patio and steps,207sq,ft,deck,retaining wall,and 6'x9' roofed-over entry porch and steps with grade-level masonry path; maintain existing 5.6'x6.9' hot tub on roofed-over porch and 41x6' outdoor shower on north side of house;"install 500 gallon underground propane tank, underground utilities,and A/C unit on grade-level slab; remove existing ' septic system, install I/A sanitary system,and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean,"ratable" soil to be trucked in; install stormwater drainage system install 6' high fencing along southerly property line; and establish and perpetually maintain a 10' wide,approximately 1,407sq.ft.non-turf buffer M ro adjacent to top of bluff to be planted with native vegetation; and as depicted on the site plan prepared by ,q- Jeffrey T. Butler,P.E.,P.C.,received on November 30,•2020 and stamped approved on January 20,2021. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Sea]to be affixed,and these presents to be subscribed by a majority of the said Board as of the 20th day of January,2021, a llFFO, / jII - ell eel a R TERMS AND CONDITIONS The Permittee,.lane G.Weiland_ residing,at 6485 Nassau Point Road Cutchogue 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 Permittee 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 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. 2 Issued ToT�ti►1� �� W�ttlk�vG � Date �=- A�ddress ' THIS. NOTICE MUST�BE� DISPLAYED DURING CONSTRUCTION TOWN°TRUSTEES OEFICE,TO.WN 4F SOUTHOLD.; SdUTHOLD `N Y.'1.1971 TEL.. 765 1902`- 51TE PLAN BP5ED ON ORIGINAL SURVEY BY= PEC.ONIG SURVEYORS,P.G. P.O.BOX 4041 IZiO i-RAVEUR SiRfEr SaMLD,N.Y.IIQ71 PHONE:(631)165-5020,FAX(631)'765-7417 SURVEY CREATED:NOVEMBER 20,2012 LA5T UPDATED. MAY 1-2020 SURVEYORS NOTES: I • LOT NU11BERS REFER TO'AMENDED MAP A OF NASSAU POINT' FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ON MiSU5T 16, 14142 AS FILE NO.156. i ELEVATIONS REFER TO NAVD88 0 NO HELLS WITHIN 150'OF PROPERTY PROPOSED NEH GENERATO 5EE ARCH FOR ADDITIOAtAL LOT 45 INFORMATION SGT! 1000-Ill-13-i"> . DHELLIN& s FIJBLIG HA TER � EX.ELEG. 3 Q O LINE �4 5 TMr 1000-111-1.3-05.3 �9 ^' 1 L- / x� LOT 46 } 4 4 LI�ELLINf CP ` ti EL 56.1' GMF a�BLIC VIATER / PROP05I=D +� E ION CONTROL MEASURE: 1 'o PROVIDE SILT FENCE BARRIER t X32' o , INSTALL PBD;DETAIL,.5EE 1 -! �. GSSG 1h',N t iE(Ltr ya i EX.HATER METER i 0 / y� REMAIN10 PROPOSED 1/1 i concinu in►,rrnnt nacec�ivG. Ln PROPOSED I AND 2 51Y ADDITIONS TO EXI5TING I V2 51Y FRAME DWELLING m 3 F.X157i1�C 3 BEDRM D4_6 MODIFIGATION5 TO EX OHL& PROPOSED: b BEDROOM TO BE MODIFIED NM REAR DORMER ADDITION FTPRNT: t1,044 W FT. n, �p EXISTIM FOOTPRINT: AAM SQFT. •NEW UPPER LVL DECK TL PROP.Ff PRNT: }2,451 50FT. •ADDITION TO Est FL,b0 SQ.FT. (BASE14W BELOK AM111ON) •REMOVAL FROM Ist FL,(90 SOFT. o EXISTING TIMBER AI,D E� INTERLOGKIN&PVC,PANEL PROPOSED AG UNIT ON P.G.SLAB, BULKHEAD @ BOTTOM OF BLUFF TW 8.3' 5EE SLAB OTL,DW6 5P4 J` PROPOSED EX15TING-NEIGH50RIN-r;k AL L, E� f36 t \ \22 , TN 12.5' SOUTH OF EX.EVER6REENS E UIG 500 GAL L.P. PROPANE TANK �.FES-,i X + , I� BW a 0' EX.AC,UNIT ON FAD--\ �'' + o, , , !24 MAIr NTAIN ALL R5WlR®SEPARATION + - ri 1~ DISTANCES PER NPFA Sb,LOCAL EX.FLAGSTONE , 1 ` 2b APPROVW GODES,REGULATIONS AND , A * +NC DIRT WALK + \ t X )R THE AUTHORI71E5 HAVING.MSDIGTION. � �✓"_`� � rt� EX HOT TUB+ * � 2fl Ex.ROW O<EVERbREENS � � r. � a¢f��L��PP 1 � 5b5cbm ON \ � �� 1 \ \ , !20 , �' EX.EL.EC,.-r r-� 1 p g��Fth :: r I PROP.UPPER STY DORMER 301 , ti tic m METER 3 0 10 X. ✓ 2 3�c7 m x ADDITION,415 5QFT m d Q 1 PROP.UPPER LVL DECK 32+ 1 • �� M�E1 LN s2 - � rn l� ,X y.. EXl$ �(G^z:% t0- k x IN PLACE OF EX ROOFED 34 �• x�x Ue L►NE OVER PORCH,110 SEI.FT. 3'O EX. 151Y to, I I/2Y: :•. Ex��1 + + + Tw I2 . 17 4 1 FR.6ARA6E _ iX V DWELk NO':: c a SLATE8.5' x x—x (NO WORK) �' ' EXISr. (To 8E ri►>13 ;'� o PAno + += t , , ExlsrmG } gyp'Nlir1 O p - n+ + + I } t LANUINC� -t GF=328' w X UG p l rn ' i (NOAWORK) .6 I"` a PROP.Est FL ADDITI }, J� 161, 0R�"F \ 5 I r0RQ1AIN :: ; #`:. 5ENEATHEX.POk '1 ': ` s 60 51"T PROP.bm, N \ 0 1 ti36 NOTE.. 1 _ �25 +a18 %. RDOI�OVER R, SEE DEMO PLAN y FxtsrlN6 t tA7FP,; 1 ENTRY PORCH W s FOR RBKOVALS ': + I '14 H?VI„F LIA'r STEPS(54 FiCiZFTa ' V 3�, 233' �• + T 22 'T i. �9. 2 51Y,WD FR 4 32 S ,4 j ( . x I TO REMAIN VE W } ( R;FY I"9 SrRVIGE) W _ 30. /� lo c.) ADDITION + + °* I Ib d 9 ADDITIONAL _ FF=37.0'.207 5Q.FT ++** I I N 1 PERVIOUS GRAVEL PARKING 150 , AREA, 6O �,- +36' x 26 ! 1 18 ! AND MANHNERIN5 AREA '3n Sc�Fr, s ,a o' ++T I , 120 i } rw I2.5' 1 AREA: 1,142 5aFT. -PROP05ED" rap _ 30A � ' 12s ;3w 8.2' -� STONE ENTRY PATH ` u:-GO \ PROPOSEDx -32 +y I _� 2 - RAISED 29 2'+ �,a' TY, PATIO x + + 50 � ue ��h �-AI7DITIOAi � x *+ rrntl WETLAND AREA= Q 1/0 T *145' , *�* , ' b,432 SQ.FT.(0.14 T7 AG) AREA 5EAWARD OF rn NNQ � • ' N Road 14 lo b LOCATION MAP: o o s NOT TO Grl&E `n n ,1 O � ss Sa PROPOSED INNOVATIVE AND ALTERNATIVE ON-SIT_ E WASTEWATER TREATMENT SITE PLAN 51TUATE AT: ZOMN6 015TRIGT: R40 64b5 NASSAU POINT ROAD CUTGH06UE,NY ROOD ZONE: 'X' TOWN OF SOUTHOLD DATUM: NAVDSb SUFFOLK COUNTY,NEH YORK SGTM NO.: 1000-III-13-11 APPLICANT/OWNER: JANE VEILAND SITE DATA: TOTAL LOT AREA: 52,413 SQ.FT.(1.032 AG) TO TIE LINES AREA SEAWARD OF T.O. BLUFF: 15,111 SQ.FT. (03bO 7 AG) TO TIE LINE v Yq ERU5IUN GUM KUL MrP�UItC: ` �,�`•, �! , ot PROVIDE A STABILIZED r GONUGT 5TRION ENTRANCE, \ \ y 5 INSTALL PER DETAIL,SEE DWG SP4 x 800-2-1/2-4480 1811 PROPOSEDSTORM DRAINAGE LEACHING 5Y5. X ~LD.LP.(5EE DW6 5PI FOR m, �� www.dignetnycJi.com STORM DRAINAGE GALL.AND or www.call811.com r F� (for other states) STRUCTURE DETAIL AND REMINTS) By law,excavators and contractors working in - PROPOSED the five boroughs of New York City and Nassau I, ER0510M GONTROL MEASURE: and Suffolk Counties on Long Island must LOT 135 PROVIDE FLUSH INLET PROTECTION contact DigNet,1-80D-2724480 or 811,at least INSTALL PM DETAI 5EE DW6 51`4 x 48 hours but no more than 10 working days �� IOOO-111-I2-072 iX (excluding weekends and legal holidays)prior OhELLIN6 to beginning any mechanized digging or PUBLIC INIATEc excavation work to ensure underground lines 17� are marked.Excavators and contractors can NO WELLS WITHIN j PROPOSE also submit locate requests online,through 1150'OF PROPERTY 251 POKER A ITIC.If you do not currently use[TIC,please call 1-800-524-7603 for more information. �— INSTALL IN (51EE TRE W For safety reasons,homeowners are strongly encouraged to call as well when planning any LOT 132 'V o / PRQP61a type of digging on their property.Homeowners 5ANITAR can contact us directly at 1-800-272-4480 or by PROP05ED ' FOR ADDI+ ® QJ calling 811,the national call before you dig number.For excavation work completed on ® � FOR SANIT POWER AND GOMI i1NIGATION personal property,it is the contractor's TAP POLE FOR C.ONNEGTION TO POWER 1 responsibility—NOT the homeowner's—to AND GOMMUNIGAMON SERACC-5,RUN �� t 1 �K05C contact DigNet.Having utility lines marked prior UNDER GROItD LINES IN COMMON TREWH to digging is free of charge.99 9 9 PER PROVIDERS REQUIREMENTS ` , l 5EP�4R 6H ' 5E�ARGFII G OG o,� � � U I 1 / EL=266" PIPE RID W1l�In� �ow „—� _ 00 / l t � � 1 � ' �' nen. nrnw v, - pU�'� EXPO 28.3'x X14' % f T'*t, t 1 t1 s TOP OF BLUFF = 15,111 SOFT. ' TH ��Sfl 1 ° 1 1 1 1 (0.3601 AG) 21.1 tx30 ROP. WD DECK ++++ ` �V�� -.®3683' , X, +++� I 1 , EXI5TIN6 TIMBER AND / /1- ( �� X'-X� 1 �n INTERLOCKING PV( PANEL 6 (A +++ BULKHEAD,MHl�U1 ALONG Ojf/ �h s aC1 x2B.l �x$A�►L'+�\. X ' +rt+ ! 7W 124- BULKHEAD 4 k �o t pQpP X�x�x! of Tw b.31 SF��e l�1�X qhs 4 10 rt { { >+ l 7 g�3g 00 PROP05ED 25 } ' S Z40 STORM DRAINAGE LEAGNIN6\5Y5. EL= 1 DECK U D::::. 8 Rxl4 LD.L.P.(SEE DW6 SPI>=0R 5YORM 120 DRAINAGE GALL.AND STRUCTURE DETAIL X28 E ` iy gZAt�` FD UN17ER6RND AND REQUIREMENTS) f ° r NEI6N� 4ND CMM:OLINE5 /, fpCT PfTH i COMH r,T TTRFf TRENGN� .ED All oN-SITE :Y TREATMENT 5Y5. PROPOSED NON-TURF BUFFER ITIONAL INFO SEE DW6 SP2, �� 10'WIDE(ooi so-Fr.7 TO BE TARY DETAILS SEE ONO SP3 � / �1 / VE6ETATID WITH NA ie m-Aw N65 ED REI'A1NIN6.WALL. DID to RETAIN SEKA6E,MINIMUM 20' ®�® ON FROM SANITARY LEACHING C.OMPONEM5, ` / ,J / NO YELLS WITHIN IITEGT FOR INFO.AND DG;M REQUIREVERT5 150'OF PROPERTY JT 47 PROPOSED SITE PLAN TIMBER S INTERLOGKINf 20 10 O 20 40 60 SO a:.Ki Ft @ BOTTOM c GRAPHIC SCALE I" = 20'-0' 0' Ex.ac uNlr 344.0 a-`3 / W�GATION ON PADX! OP EXISTI46 5ANWARY w (f ✓ ' �`y 35 LOT L� SYSTEM TO BE ABANDONED / SGTt lk Ior�rlu-13 10 FOR MORE INFO SEE DAIS 5P2 DPELLINE, EX.ELEL. f - 0 PL&I C ll#T-:R VETER'^ Ex 'ELEG �J�_ `EX `� ' TOP 0 3�j"ZO'� s � EXISTiNs 54 q BLUFF LOT 4b ��$• t0 M f tP GARAGE 1; 0 13.6 1 1/2 5TY r 'p 36 SGT f 1000-lit-15-01 �y,' crr ' EX GP sF=s2s' rO 1 FR DYU6 I //�� f qA 'F iJ fT0 8E BUILDABLE LAND-v v�V 1 36,702 5Q.FT. (0.542(o AC) (BUILDABLE LAND = LOT AREA - AREA 5EAWARD OF BLUFF) WETLAND AREA: b,432 SQ.FT.(0.14Tf AG) TIE LINE TO MMM LOT COVERA6E: AREA: m EX. DHELLIN6 1,401 5Q.FT. 0 EX. REAR R/O PORCH 43b SQ.FT. EX. FRONT ENTRY PATIO I92 5Q.FT. EX. 6ARA6E 31G SQ.FT. EX. OUTDOOR 5HOWER 24 50.1`T. m TL. EX. LOT COVERA6E: 2,440 50.FT. P/O EX. DWLG TO BE REMOVED -60 50j--T. w 30RII,6 DOCK PROP. ADDITION BENEATH EX. PORCH ROOF 0 SQ.FT. PROP. I AND 2 5TY BLD6 ADDITIONS 1044 50.FT. PROP. RFV OVR FRONT ENTRY PORCH W/5TEP5 54 5017. X Z LL PROP. REAR DECK .1. 20150.FT. O PROP. REAR PATIO 371 SOFT. ° NET PROP05ED LOT COVERAGE: 1,622 5aFT. M O TL EX. AND PROP05ED LOT COVERAGE: 4pb2 5Q.FT.(II.D iAi) W1 �-•1 ° o W � N PROP05ED AREA OF 015TURBAW-B - ilb,028 sq.ft(0.41361 ac) PURCHA5ED MATERIAL, EXCAVATION AND FILL iXANTITIE5: APPROXIMATELY 126 OU.YDS.OF EXOAVATED SOIL SHALL EE USED FOR EN61N�R: FILV6RADIN6 OF PROP05M 5ANITARY 5Y5TEM(APART FROM LEACHIN5 COLLARS)• RVDiA5E AN ESTIMATED Sb OU.YDS OF RATEABLE 501E(5P OR 5W BY ASTM �G PVC PANEL STANDARDS)FOR THE PURPOSE OF PROVIDING ACCEPTABLE LEACHING 'LP EY OF BLUFF 5011-5 FOR BOTH THE PROP05ED 5ANITARY AND 5TORM WATER 5Y5TEM5 �� m 5b EL 71.1' 0.0'a GRADE y Brown loam(OU ®A 0T34$3 EL.2bb' — 05' es 100 Brows c4ey sax!(5G) TE51 HOLE 1 PERFORMED ON:01-04-2020 JEFFREY T. BUTLER P.E. PERFORMED BY: Mk-DONALD 6E056IEWE F_ t ! '} '' 1 1 t' Br m Fne Sad NO GROLHOWATER EWOUNTERB7®EL.10.1' [� I �} 1 1 ~ EL 10.1' 11.0' � O -y _ ON ROAD `50,RP`s LOT 131 D6 ri LING-WELL 231' 24'Q CAST IRON COVER FLOGKHART FCUMDRY COMPANY PATTERN NO.6112b b FINAL 61RADE OR E riVAL(ADJUST TO FINISH 6RAIXj " DRAINAGE STRUCTURE NOTi=S, SEPARATION DIST CV I24" I. LEAC HIN6 POOLS SHALL BE PRECAST GONG FOR 5TORMMTER_ -=,--�� ' GEMENT STRICTURES AS MANJFAGIURER BY Alp PIPING(RE51D x SUFFOLK PRECAST INE.OR EQUIVALENT. 6'PIPE DIA MIN. y\,I SHOP DRANH66 SHALL BE aEHTTED TO THE HORIZ=AL 5IEPARATIC 196 MIN.(AS REQ'D) ;>' �`. i. , ITOWN ENGINEER FOR APPROVAL FDR STORM DRAINAGE PIPE I } x ,- :r I 2. ALL CONG CEMENT USED IN THE PROPERTY LINE=V Mlb H16H DENSITY ( a, r f: MANUFACTURING OF PRECAST STRUGT.SHALL. MLPIN65 WIT14 CELLAR POL7EM im 41DPE) „ r `Y� I H-20 8'THC TRAFFIC DEVELOP A MIN COMPRESSIVE STREN M OF BUIL LAH65 ON SLAB=5 512ES- k ;;.`.•!` } ;' X �A�µ6 SAB 4000 P51 IN 28 DAYS. HATER SERVICE LINEAJ ROOF L.DR COPN= :ix > -17 %Q 'i 3. ALL DRAINAGE STRUCTS 5 Wl BE PLACED UNPERBIROUND UTILIT18 b P MIN {� � I Y\"/ - I : IN ACCEPTABLE LEKHIN6 SOILS(SP OR 5W, SANITARY SEPTIC TANK 4' "X 4' WRAP WITH boz.�11fI) IN THE EVEJr POOR LEACHING MATEfRIAL 15 SANITARY LEACH*PG ENCAUNOW,E XAVATION 15 TO BE FUMP STATION=20 Mll l •�r�. PiOIIWOVBJ 6EOTFXI'ILE }' x ,"X . CONTINED TO SUITABLE MATERIAL AND BACLG MANHOLE=20,MINIMP #90M FABRlG1 FILM AS DETAILED: PRIVATE WF-LlS=5O'h All WAIL SECTIONS 4 4.USE IT DIA GORRU6AT®HIGH DENSITY RETAINING WALLS=la 'HN TOPS SHALL BE SET IN FIOLYETHYL E E(HDPE)HEAVY DUTY FIFE FUEL-STORAGE TANKS A 887 OF MORTAR FOR LNTE RCON'IECTION OF ON-SITE 5TORM WATER LEAGHIN6 POOLS HORIZONTAL SEPARATI( 8'DIAMETER I USE 6"SDR 35 TO CONNEGT DOkt&20UT5 TO r -1 SELECT 6RAPULAR SOIL DRAINAGE SYSTEM AS SHOWN. PITGH AT WATER 5LRVt6E LJNE5A E)CAVATION AND$AGKFIL L WITH ACf-EF ABLE 6ACKFILL FOR PERIPI-ERY Ilbe PER FOOT MIN.IN DIRECTION OF UNDER191;ou D UrILITIB LEACHING MATERIAL(5EE NOTE SW AND BOTTOM LFAC.HIN6 LEACHING POOLS.PROVIDE BOOT 6Raw WATER (SIS=NOTE 1115) GONNEGTION TO DOW6PGUT. VERTICAL SEPARATION A.HDPE PIPE SPECIFICATION(AA5HTO M-294) DRAINAGE LINES, ', B.IN5TAL L'N OF HDPE 5PEG.(ASTM 9-2321) WATER SEWCE LIt`E5 STORMWATER LEACHING POOL TYP DTL G.WATER-TIGHT JOINT TE5TIN6 SPEC.(ASTM SANITARY WASTE LINES D-3212) NOT TO SCALE D.GASKET 5PEGIFIGATION(A5TM F-477) .r , O DWELLING 1 ry MODIFIED) S r PUBLIC W,�+T1=P. PROPERTY LINE FXISTIN6 C.ONGRETE QRS TO BE REMOVED EL 36.1' �3�� 5t� p32— FPAND EDSE OF DRIVEWAY TO ESE F B� C-- w a5' I 34.4' PRINCIPLE YO SETBACK — — — — SEE t'f�DP.SITE PLAN',DW5 5Pj w / �+ EX tYR 5ER Tp REMAIN r o 110 b ' ' w MPI w , w t t 3oA w L PRDP SAPUTARY PIPE EX.T AAJER Y4ATER-R To` �R,�i R' � i y /� 1 — DEMOLISHED OBJECT(TBR) ------------ REMAIN EX�'� / / `'o r I► PAR-n&--QUl-ll)lNa— PROP.STORM DRAINAGE PIPE 6 l� � 1 DEMOLITION .2g2' 3/ �: 9 s �- 11 •AREA TO BE REMOVED =60 SQ.FT. PROF'U/6 HATER SERVICE x w , a p Ey �� l� _�� •CELLAR ENTRANCE TO BE REMOVED -F_x DRIVEWAY TO BR E WM O I5ASTIN9 WATER MAIN -gm O; SEE PROP.51TE PLAN,DWS 5PI, EXI5TIN6 OV132HEAD UTILITY LINE —„ —„ —„ —„ — ` 1► TN .��{ � LOT 46 / ..>e......�.••- PROP.U/G ELEGTRIGAUCOMMMUGATIOH 3 xo ' SERVICE LINES: E E E y (n f EXISTIN6 C.ONTOUR5 AW E REQUIREMENTS ` �o / _ •TO BE REKORKED PROPOSED SANITARI'SYSTITt FIYDRO-ACT10N LEA61AIH6 5TRIJGTURE5 O' a SPI AND � � � .••• P05ED 511E o CAPER TO 6RADE oWT� (OAOI PI �_ G rr ,�................. r •� SP2 WA R El.Yd&Am �_�o; � � r, ,test° ON DISTANCES Ir 00 1 Ex15TiNG UTILITY POLE TOf` BE D{OVED LEACHING POOLS, LEACHING EXPANSION u / PER UTILITY PROVIDERS NIMUM POOL POOL E45TIN19 SPOT ELEV- )(60 PER UTILITY PROVIDERS REQUIREi4RiT5 NIMIM POOL POOL - E45TIN19 SPOT ELEY: x6 0 / rn 5'MINIMUM Uri k LP 11 l Exp`j EXQSnNr2 CONTOUR ATERAiS%hTA1NS= TO BE REWORKED: ® _ f -24 10'MIN. _?A'MIND AJM TEST HOLE b / EXI5TINS COHTOU, /1 OOL=20'MUUMUM � I f IMMUM FINISHED FLOOR ELEV FR-EL.= —6— MINIMUM GARAGE FLOOR UV 6PL.EL.= PROP.CANTOUR- 'MINIMUM (BROW GROOM))=20'MIN EXISTING UTILITY POLEt``?� a CIvELLitd6 PROP.SPOT ELEV: xaA FOLIC WATER Q , LOT 47 / ION DISTANGES•FOR STORM LOT 132 IN6 STi33GTllRFS, rL.ATE RALSIMNINS=Y MIN PIWOSW STORM DRAINA6E STRUGnPA5 1000-111-12-052 STOR"TER LEACHING POOL -5D 66•z6 GG-� PARTIAL SITE PLAN - DF 1 DISTANCES FOR STORM (SEE DNS.FOR COVER REAMTS) = IS'MINIMUM OPEN COVER TO GRADE �' \ / 5=IV MINIMUM SOLID COYER TO 6RADE EL 2&.4' EL=?bJ' O SOLID COYER BELOW TRADE N / 30 15 O 30 6RAPHIG 56ALE o � 3.4-&ATE--J Z 34 APP ROVED BY BOARD OF I RUSTEES TOWN OF,SOUTHOLD NOV 3 0 2020 X fy < CL DATE 4-klj0gZol 2OZ4 lu C; 0 < az 64� C) STORM-DRAINAGE CALCULATION: lu CL T- V - r- cl VOLUME=AREA x RAINFALL x COEFFIGIENTM 0 1 RAINFALL= 2' =OJ6-1' c) < -v In tv-21 Q)EfFrGIENT OF ROOF,PATIO,DECK AND GRAVEL DRIVE = 1.0 1 C) U- -55 EXIAREA:STING DM-G t PROP. Ist AND 2nd STY BID&ADDITIONS = 2,1588 5GI.FT. < PROP ROOFED OVER FRONT ENTRY PORW 54 GQFT. IUD PROP.REAR DECK= 207 SaFr. U) 'D - -no d) Z ,o FROP,RMR RAISED PA 3n 50,17T. t NET PROPOSED= 3,526 5G.FT. \Z � M (3 PROP.ADDITIONAL PERVIOUS GRAVEL DMUARKINC,AREA IJ42 SQ.Fr. < 0 --7 PROP05ED BUILDING ADDITION5.PORCH.DECK AND PAT10 AREA: 3,526 S.F.x 0.167 x 1.0= 58884 OJ.Fr. STORAGE VOLUME REWIRED=584 OJ.FT. N U55 I-8%d4l LIQ.DP.LEACHIM6 POOL ac PAGE: STORAGE VOLUME PROVIDED =59I CUpT. PROP05ED ADDITIONAL. PERVIOUS 6R&VEL DRIVEMARKING AREA: z -1mo 1,142 SF.x 0.161 x 1,0 = 190.11 GU.FT. STORAoSE VOLUME REQUIRED = 141 OUFT. U56 I -&%W LIQ OP.LEACMING POOL STORAGE VOLUME PROVIDED = 253 a.". til spi TL Gowwetr VOLUME REWIRED: 780 CuFr 6040TL CONTAINMENT VOLUME PROVIDED- 1544 IXYT. 0 11 301-0" 5EESTORM WATER L&4HN6 POOL DETAIL,-11115 M16 of 4 } Glenn Goldsmith,President �'QF SO(/Ty Town Hall Annex A.Nicholas Krupski,Vice President P.O.Box 1179 -- John M. Bredemeyer III Southold,New York 11971 Michael J.Domino G Q Telephone(631) 765-1892 Greg Williams YO Fax(631) 765-6641 BOARD OF-TOWN TRUSTEES TOWN OF SOUTHOLD SOUTH®LD TOWN BOARD OF TRUSTEES YOU.ARE REQUIRED TO CONTACT THE OFFICE OF THE-BOARD OF TRUSTEES 72•HOURS'PRIOR'TO_COMM ENCEMENT OF THE ACTIVITIES CI4E6KED OFF BELOW INSPECTION SCHEDULE Pre-constrUdtidn, kray bale line/silt'boom/silt'certain -0f doris`truction '% cortstructed k ctidn; Wlieri project;complete, call for compliance ins�e k,• •,,1m1m1 f►f°Of.1, . - •ii,, ♦f f►Y°1f..,i . _ f' :,�,Ymi'0�i00 j�.fl.` �.,��,•�1'f•�'fif.fi/:• :�,,,�4m,1.f�,11jf'^J - �r1~m♦m,•f�llfi�.- .\�1m.;i - �� a,\ '�' ,�x>�r's��;sKu;�'��X�r�:�.s�°st��.mtvaw'�rr�,crr.•+afls u`.;��,�n�,a.::.��sra�ew� ;arcrs�as�s:rxs*su�u;�?��s��s':�+'saga;s:Saar:��,'�,exvcn' s�a+.yes+a�"z!�x�'s <a�;�'�rry��:.`:a;� �x2��t :ta'a�!a'� ,,/• —.; BOARD OF SOUTHOLD TOWN TRUSTEES ►I SOUTHOLD,NEW YORK PERMIT NO. 9807 DATE: JANUARY 20,2021 " ISSUED TO: JANE G.WEILAND 1,•�� PROPERTY ADDRESS: 6485 NASSAU POINT ROAD,CUTCHOGUE .•• a?' =r , '' } 111 - 11�i!• •� SCTM# 1000-111-13-11 AUTHORIZATION ;. r 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 January 20,2021,and in consideration of application fee in the sum of$250.00 paid by Jane G. Weiland and subject to the Terms and "• '' .441kk Conditions as stated in the Resolution, the Southold Town Board, of Trustees authorizes and permits the following: Wetland Permit to demolish and remove existing cellar entrance and 60sq.ft.section of existing 1.5-story f r °q--- dwelling; construct additions and alterations to existing 1.5-story dwelling,including 415s ft.second- gi g rY l;� g q• : floor dormer addition,170sq.ft.second-story deck in place of portion of existing roofed-over porch, �_ - •` 60sq.ft.first floor addition beneath existing roofed-over porch,and 1,644sq.ft.one and two-story addition _ `;. to south end'of dwelling with attached 377sq.ft.raised patio and steps,207sq.ft.deck,retaining wall,and ?_ 6'x9' roofed-over entry porch and steps with grade-level masonry path; maintain existing 5.61x6.9' hot tub on roofed-over porch and 41x6' outdoor shower on north side of house; install 500 gallon underground propane tank underground utilities and A/C unit on rade-level slab; remove existing septic system,install UA sanitary system,and re-grade to accommodate new system using approximately • li'•R, 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean,"ratable" l soil to be trucked in; install stormwater drainage system; install 6' high fencing along southerly property i line; and establish and perpetually maintain a 10'wide,approximately 1,407sq.ft.non-turf buffer �� .:'.,•� e46/ adjacent to top of bluff to be planted with native vegetation; and as depicted on the site plan prepared by 11 Jeffrey T.Butler,P.E.,P.C., received on November 30,2020 and stamped approved on January 20,2021. ,Qmmm i IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed,and these J presents to be subscribed by a majority of the said Board as of the 20th day of January,2021. e> Q00 r 15 ' • • r r` ua ssysc.�ry z x:•.t �, r`..R 4W wr�2v ria sr, �;,q.�,�.�a ii�srn cen ,va3s y. .cr.:sssea zvz�✓asaa�� s 7,Ux�Y�Ss�anz x r Kw s.�r;ai ,'rs z e s M,nrs�,a�� sLzans„acsx izw,,z� 5n� �.� v'•;' ='Fid :�^="@';_^ e,'``�c �yy-.....s e. i ,... .3 —==-`•' •. `• - '�-�`�'r/::_1�p`!..r•' - - _'�...A,IQ e�1'I�i;l-' _ ::✓��fl••/,6°�i;•`t, 'Y;��i�la-,i�1�e:• _:- '•i %�0��/�1�ww•• -- - '•E:i�i�,..;�;i.•'••. - r.� •�:;,li�,_.,1i::. '^a,, - "sr: _ntu ter• wr -- � _ - v - ,x - TERMS AND CONDITIONS The Permittee Jane G. Weiland residing at 6485 Nassau Point Road, Cutchogne,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 Permittee 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 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. Glenn Goldsmith President OF S (/I' Town Hall Annex A.Nicholas Krupski,Vice President ,`Q 54375-Route 2-5-- --- -`- - 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 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 26, 2021 Robert E. Herrmann En-Consultants 1319-North Sea Road Southampton, NY 11968 RE: JANE G.WEILAND 6485 NASSAU POINT ROAD, CUTCHOGUE SCTM# 1000-111-13-11 Dear Mr. Herrmann: The Board of Town Trustees took the following acti6h'during"its regular meeting held on Wednesday, January 20, 2021'regarding the above matter: WHEREAS, En-Consultants on behalf of JANE G.WEILAND 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 November 30, 2020, 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 issued a recommendation that the application be found Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, a Public Hearing was held by the Town Trustees with respect to said application on January 20, 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, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, 2 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 the Board of Trustees have found the application to be Consistent with the Local Waterfront Revitalization Program, and'', .RESOLVED, that the Board of Trustees,approve the application of JANE G. WEI LAND,to - demolish--anc-remove_exi�ellar-entr_aace_and-60sq,ft:-seationsd�xisting_1.5=story dwellin�c construct additions and alterations-to existing 1.5-story.dwefling, including 415sq.ft. second7floor dormer addition, 170sq:ft. second-story deck in place of_portion'of.existing,roofed-over porch,, 60sq.ft.first floor addition beneath existing roofed-over porch, and 1,044sq.ft. one and tWo-story addition to south end of dwelling With attached 377sq:ft: raised patio'and,steps,-207sq.ft. deck,- re,retaining wall; and 6'x9' roofed=over entry porch and steps With,grade-level masonry path; ' maintain existing 5.6x6.9' hot tub'on roofed-over'porch,and,4'x6' outdoor shower on-north side of'house; install 500 gallon underground propane tank, underground utilities, and A/C unit on grade-level slab; remove existing septic system, install I/A`sanitary system; and re-grade to accommodate new system using approximately 126 cubic'yards of excavated on-site soil material and 'approximately 56 cubic yards of-clean, "ratable" soil to be trucked in; install -stormwater drainage system; install 6' high fencing along southerly,property line; and establish . and perpetually maintain a 10'wide, approximately 1',407sq.ft. non-turf buffer adjacent'to top of bluff to be planted with native vegetation; and as depicted on the site plan prepared by Jeffrey T.,Butler, P.E.; P.C., received-on November 30, 202Q and,stamped approved-on January 20, 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: $50.00 Very,.truly yours, Xnnds th President, Boatd of Trustees GG/dd i w LIa�• .-... .t ,. -;q.s vs.loop, ' - • Point 1000-111-13-11 1-21-12 Ot �. 4. , ," S � � �,.�'I iG•';� �� .gip r � t '``. T � , .. ..r , � �`�• "� � L J• �� '�t,�r, r t� .rte .i. � �� "�\ t N SITE PLAN BASED ON ORIGINAL SURVEY BY: I PECONIG SURVEYORS, P.G. PR0P05ED I AND 2 51Y ADDITION5 TO EXISTING 1 1/2 5TY FRAME DWELLING �. 3 P.O.BOX 404 ~ 1.230 TRAVELER STREET SOUTHOLD,N.Y.III EXISTING 3 BEDRM DWL6 MODIFICATIONS TO EX DWLG: PROPOSED: 6 BEDROOM PHONE: (631)1b5-5020,FAX(631)165•-rm TO BE MODIFIED •NEW REAR DORMER ADDITION FTPRNT: ±1,044 SQ.FT. SURVEY CREATED: NOVEMBER 20,2012 EXISTING FOOTPRINT: ±1,4015Q-FT. •NEW UPPER LVL DECK rn d LAST UPDATED: MAY I,2020 TL PROP. EN P BELOW ADD SQ.FT. •ADDITION TO Ist FL,60 SQ.FT. 3 � •REMOVAL FROM Ist FL,bO 50.FT. (BASEMENT BELOW ADDITION) SURVEYORS NOTES: TER N • LOT NUMBERS REFER TO 'AMENDED'MAP A OF NASSAU POINT"' TER Nb TIMBER AND FEX.DECK 11JLOGKIN6 PVC, PANEL FILED IN THE SUFFOLK COUNTY GLERIK5 OFFICE ON AU6U5T Ib, PROPOSED AG UNIT ON PL. SLAB, BULKHEAD @ BOTTOM OF BLUFF TW 6.3' 1942 A5 FILE N0.156. -6SEE SLAB DTL, DWG 5P4 • ELEVATIONS REFER TO NAVD8836 \ 3 I Cu EXI5TINC 1IEI�HBORiNi� WALL, EL=38. '� x PROPOSED \ rW 12.5' SOUTH OF EX. EVERGREENS FENCE x.�l 22 � 3• ''' ` ' ' � N NO DELLS WITHIN U/G 500 GAL L.P. PROPANE TANK E/ f. \ \ 14 EN R C' 150'OF PROPERTY EX. AG UIllT Ohd PAD , �- 3a v MAINTAIN ALL REQUIRED SEPARATION ��" _ * _ S� 1 1 �24 DISTANCES PER NPFA 58,LOCAL EX. FLAT 5TONE 33, +* + APPROVED CODES,RE6ULATION5 AND AND DIRT VIALr ++ ++ 0) 1� ` rr y PROPOSED NEW GENERATOR THE AUTHORITIES HAVING JURISDICTION. \ \ - s, EX.HOT TUB+ + + \ 1 69\ x SEE ARCH FOR ADDITIONAL E ROW OF EVERGREENS r _ '�� U FP>Ek5 - x}� 15b'x&q,ON P+ `20\ 1 \ 0 INFORMATION ' x < : ss <R�hEa ` I CA W_ LOT 45 L� r SGThl4 1000-111-13-10 / EX ELEG - x 1 ti/.- DWELLN l t h1ET) R t' _ - 10'MI?1 ,' o Tp RFI :...•...:.::\ / RMER 117171 PROP.UPPER STY DO 30 PUBLIC MATER oo E,x.ELEG. - `-� �_--�� -�_ Z sx o ADDITION 415 SQFT. T PROP.UPPER LVL DEUc R aQ 3Q;4• LIFE -10 CAIN L� SµylR m iN I T 4 f----�"�----� � i'K i+� r, EX1.�tI.NC•.:. ::.:;. ,v•`�, � x x HJ PLACE OF EX.ROOFED 34 p x-XIN 1 ItiE „ Ex.\ + + + EX. I STY �'� � ••• o � SIArL OVER PORCH,rro sa.FT. - zo M DWE1; th1��:..::... X TIS 12.4' V t�v o '4 X -x- FR. GARAGE I° �, - �o U _ _ ` LOCATION MAP: o o pN PATIO + 1 ' BW L''.S' Q cV N fV N (NO WORK) p EXIST. (TO BE MC)DI. 1D):.:, o + +- ' EXISTING NOT TO SCALEinN EX•WOOD 0 /,,0, 6F-32.8' w �X p ` PATIO FF=3ytd',i;:::' + + ` LANDING + ''``\\�' Wl� PROP. Ist FL ADDITIO EL {, i' c-- _34" �� / lJ - Tp (NO WORK) 0 3� + EX VID X r Q pc S S 5GTh14 1000-111-13-05,3 � ► 6- -� \ :. � BENEATH EX FOR 71,11:LLIN6 \ EL 36.1' GMF LOT 46 /-x%4- - 1��' ON. Rfi 1 TO REMAIN ;• is?:i:M� i 60 50-F CZr �'y PROPOSED FUELG WATER PROPOSED Q ! :PPR P b, 6' :: ;: '� OAzti `'1 �3 a / + / 'R OVER _ 32 0 1� NOTE. 34.4' EX. 1 1 ,�, +-+ INNOVATIVE AND ALTERNATIVE ON-SITE ER05ION CONTROL MEASURE; / SEE DEMO PLAN ':;:: ::': ` WASTEWATER TREATMENT SITE PLAN �o PROVIDE SILT FENCE BARRIER + ,32 YJ Ex15TING WATER 5ER ENTRY PORCH W/ :9 FOR REMOVALS PROPOSED ++++ 114 INSTALL PER DETAIL,SEE 5P4--___ � r w VIS[LI(�F STEPS,(54 SOFT.) _ 5�' 233 + * + I IL2 \ o� -I \ O REMAIN(VERIF7 1` VIG 30- I✓ U 69 2 ADDITION ++�+ °+ 1 I 1 I( x ZONING DISTRICT: R40 � \ � ,IcE U115 /\ E w . .� f � 32 1 � I _�.�� SITUATE AT: ,� rt 1 ` S' 5 FF=31.0',201 SOFT. + + 124 a �� , ADDITIONAL � �- + + � I 1 1 , I I � b485 NASSAU POINT ROAD GUTGHOGUE NY g EX. hIATER �IµRIN IIERF� W \ PERVIOUS GRAVEL PARKING \ 3 AREA \ 3 o y' ` , I I I 113 TOWN OF SOUTHOLD FLOOD ZONE: X T 6 w ++x SUFFOLK COUNTY,NEW YORK DATUM: NAVD88 METER TO \ W >z� AND MANEUVERING AREA i "311 50.FT. _ I I I I I TW 12 5' \Ti - , _ _ r, ola.o' + '-t0 28 I 20 I SGTM NO.: 1000-III-I3-II L REMAIN / AREA: 1142 50.FT. __PROPOSED i X30 I BW b.2' 3 x - Go \ PROPOSEDx -32. I N r� G G F . STONE ENTRY PATH "� 1 z 30.0 RAISED \ \ �n �. + + APPLICANT/OWNER: JANE WETLAND W 32 x�x� Y�" �, / j Q� -_ U6 �� 2G 2'r 2(G�� TY, PATIO i + o' \ED �' / 0 ADDITION n 10.2' +++n° 00 vo.,J\ ��\F 30 / (O 1 - FF=3lA,83 J STI SQ.FT� I *+* ' 1 I I I 1 rn WETLAND AREA = SITE DATA: PROPOSED �3 EX YN S° %/ "-0-' x28.1 \ ` *° I x 6,432 SOFT.(0.1411 AG) ,6 Ho T 9 / i = O �� 1�� ElU 1 X34 4' a�' x t45' + + ( TOTAL LOT AREA: 52,413 SQ.FT. (1.032 AG) TO TIE LINES EROSION CONTROL MEASURE: _ �` AREA SEAWARD OF AREA SEAWARD OF T.O. BLUFF: 15,711 SQ.FT. (03601 AG) TO TIE LINE PROVIDE A 5TABIL17FP ... ... -30 Q� 28.3'x 21 a' * + g C 0 ExP DP TH 30 x + + + o TOP OF BLUFF = 15,111 5Q.FT. ,� �j A BUILDABLE LAND: 36102 SQ.FT. (08426 AG) 6045TRUGTION ENTRANCE, \ .:..'rt - �1 5 / \r` I -,� �� '� �• (0.3601 AG) ' p7q INSTALL PER DETAIL,SEE DWG 5P4 X / \Oaf \ 281 21.1'x ROP. WD DECK y x + + I 1 (BUILDABLE LAND = LOT AREA - AREA SEAWARD OF BLUFF) df IC''14''(t f?KOf &.CIJG 15,R]/' � x -� ��\ � ��s\ _ DE_.®3683' � J + o � I, WETLAND AREA: 8,432 SQ.FT. (0.14-11 AG) TIE LINE TO MHWM t PROPOSED \ x�X� 6 /r"�/ \+ YJ P - (20?SQ FT) X X X X + + + I r EXISTING TIMBER AND 800-2-172-4480 �l� GQ F T I INTERLOCKING PVC PANEL 5TORM DRAINAGE LEACHING SYS. x'�x v`��LI �/ \ spate/ �. ` '� \ �X�x * + ° f BULKHEAD,MHW ALONG m 8'�'xb'L.D.L.P.(SEE DW6 SPI FOR rn /��O �/ a + x28.1 \ �a ' 51= N B�l X�Xl\�X OF ) +++ I +1 I I TW 12 4' BULKHEAD LOT COVERAGE: AREA: U m www.dignetnycli.com STORM DRAINAGE GAJ_G.AD \ L/ 0 / + 0 1 P x fop $ + +° I I i61,18,ff EX. DWELLING 1,407 50.FT. t� or www.ca11811.com STRUCTURE DETAIL AND REQMNT5) ��' Q ° \ �-� 3 X OFFS P u+ I ' •. TW 8,3� EX. REAR R/0 PORCH 438 5Q.FT. for other states) '�Q �/ I�jB. ��cti / + y �0 ,� IQO p * I I EX. FRONT ENTRY PATIO IQ2 50.FT. PROPOSED /� Qom / _ SEED�6 T�1\� NsT + * 3g'O '��J�I �v��_ EX. GARAGE 3�G SQ.FT. ~ By law,excavators and contractors working in 6 1 B / �R S/ ST / �j + �1 I o O w (v the five boroughs of New York City and Nassau r? EROSION CONTROL MEASURE: �/ I-,f o P/F �T \ o(o tij 4 25 -7 g �� ' '�� "�?' PROPOSED � 1 Cj �� EX. OUTDOOR SHOWER 24 SOFT. 1` and Suffolk Counties on Long Island must LOT PROVIDE FLUSH INLET PROTECTION JC9 fSo' F + + + EX. r� 4 contact DigNet,1-800-272-4480 or 811,at least 5GTI4# 1000-III-12-05.2 x X/ �7 4 \ \ 1 14 DECK 86•L TL. EX. LOT COVERAGE: 2,440 SQ.FT. m INSTALL PER DETAIL,SEE DWG SP4 _- �-•�-] STORM DRAINAGE LEACHING 5Y5. rL- 48 hours but no more than 10 working days /�116 x/ \ SD.:;:•' 8' x14'LD.L.P.L (SEE DW5 SPI FOR STORM 2l•�' I - J (excluding weekends and legal holidays)prior DWELLINo v6 26 a 1 �20 to beginning any mechanized digging or PUBLIC 1 JATER ?6 ySp1R5 P/O EX. DWLG TO BE REMOVED -60 SQ.FT. DRAINAGE GALG.AND STRUCTURE DETAIL— �- `� g 1 000K excavation work to ensure underground lines vG r + �•�• AND REQUIREMENTS) �,� � ORlldc� PROP. ADDITION BENEATH EX. PORCH ROOF D SQ.FT. rT, are marked.Excavators and contractors can NO WELLS WITHIN / / PROPOSED UNDERGRND z6 '` / o �� EX I�EIGH� PROP. I AND 2 STY BLDG ADDITIONS 1044 SQ.FT. W11Z �K Q also submit locate requests online,through ' ` POWER AND COMM. LINES D FuGj PP1N q g Iso OF PROPERTY PROP. RFV OVR FRONT ENTRY PORCH W/STEPS 54 SQ.FT. ~ x Z LL ITIC.If you do not currently use ITIC.,please [� call 1-800-524-7603 for more information. _ 21 INSTALL IN COMMON UTILITY T'RBdGf � O � / 'L,Q 5X157\R16 PROP. REAR DECK 201 50.FT. L ` (SEE TRENCH DETAIL,THIS DWG) _ \ O For safety reasons,homeowners are strongly � _-- � � PROP. REAR PATIO 311 SQ.FT. encouraged to call as well when planning any LOT 132 0_% I / PROPO5ED A/1 ON-SITE -' / NET PROPOSED LOT COVERAGE: 1,622 SQ.FT. M type of digging on their property.Homeowners � 1 5ANITARY TREATMENT 5Y5. PROPOSED NON-TURF BUFFER Fi-•i O = Lo d) can contact us direct) at 1-800-272-4•180 orb �J (� calling 811,the national call before you dig y PROPOSED /, Q J FOR ADDITIONAL INFO SEE DW6 5P2, ,N�fGN / l0'WIDE 0001 SQ.FTJ TO BE TL EX. AND PROP05ED LOT COVERAGE: 4,062 50.FT,. (11.01%) � Q- LU � number.For excavation work completed on POWER AND GOMMUNIGATION / fes' FOR 5ANITARY DETAILS SEE DW5 SP3 ' p_r�� b/ �GJ 1 / VE6ETATE P WITH NATIVE PLANTINGS O personal property,it is the contrac:tor's TAP POLE FOR CONNECTION TO POWER responsibility--NOT the homeowner's--to AND GOMMUNIGATION SERVICES,RUN 2 '�^ 0; I PROPOSED RETAINING WALL \ = Q contact DigNet.Having utility lines marked prior UNDER GROUND LINES IN GOMMION TRENCH V, I NOT INTENDED TO RETAIN SEKAGE,MINIMUM 20' ` O�Q / r�y 1,S) (v to digging is free of charge. PER PROVIDER'S REQUIREMENTS � 7_. SEPARATION FROM SANITARY LEACHING COMPONENTS, / IF ( E••L� - V 5EE ARCHITECT FOR INFO. AND DESIGN REQUIREMENTS / L� / 150 OF Q m PROP05ED AREA OF D15TVRB �T / 18028 sq-Ft (0.4134 ac) r� X1-11 F- G o LOT 47 �¢ - •W 214 PURCHASED MATERIAL, EXCAVATION AND FILL QUANTITIES- PROXIMATELY 126 GU.Y05.OF EXCAVATED 501L SHALL BE USED FOR FILV6RADIN6 OF PROPOSED SANITARY SYSTEM(APART FROM LEAGHIN6 ENGINEER: v COLLARS). r URCHA5E AN ESTIMATED 1%UY05 R STANDARDS) FOR THE PURPOSE OF°PROVID NSG ACCEPTABLE LEA6tING r � �GY r e rV \ / + TIMBER 3 IfITERLJGKIN6 PVG PANEL ¢ (� BULKHEAD BOTTOM OF BLUFF SOILS FOR BOTH THE PROP05ED SANITARY AND STORM WATER SYSTEMS �' 20 to 0 20 40 80 �, - M �• `z s.4' /�� N� / GRAPHIC SCALE 1 20'-0' n , EL=26.1 \ / 3� �B , � EL. 21.1' 0.0'o GRADE ZN EX.AG UNIT FENCE u X� I I , ' r \ d B� PIPE / LOCATION ON PAD EX• X� a O F10 OF EXISTING SANITARY v, �� 'r X�- 3a Brows loan(OU A 3493 LOT 45 SYSTEM TO BE ABANDONED �'=�� 33' 1 N \ \� EL.26.6' - OS' �O�ESSIONP� SGTM 1000-111-13-10 FOR MORE INFO SEE DW5 5P2 x )tiRORti� - __ - 's Q 1 \ c 1 1 / Db ELLIl1O Ex.ELEG EX R0 - EX•�10NE WP`s 1 11 o o` 1 < Brown clayey sand(SG) TEST HALE 1 PERFORMED ON: 01-oq-2020, FUBLIG HATER t IETER _ 3b.' 6 ,N 1 EL.23.1 - 4.0 JEFFREY T. BUTLER,P.E. �x.u� -�_ ,EX ouj , ' I l PERFORMED BYE MGDONALD 6E05GIENGE 0' "EFc _ J -- -' 'µova 5q I BLUFF I I I FTOP 0 Brow Fine Sand NO GROUNDWATER ENCOUNTERED B �. 10.1' Q 2� EX FR. s EXI51TN6 l J \ LOT 4f3 N1$•36 - ; GARAGE EX o 3.h' 11/2 STY u 1= , ` ' I 1 ` 1 1 ('P) O WUNNEWETAEL=36.1 y �L IvyEX.GP GF=32.8' r0R � _ FR DWLS o 3e 1 SGTM 1000-III-15-01 GMF ti �NF' EL. lo.l LEGEND: � 3A� N (ro BEWq 5ZDWELLAO MODIFIED) o PUE�LIG WATER PROPERTY LINE � , EXISTING CONCRETE CURB TO BE REMOVED-32- • EX-P-�-Pp~� �(,K�� 3�� 13'� FF=�•0 a" �Y344' 3.4'GATE--� ry ` < ROADEL 36.1' AD�OF DRIVEI�'IIAY TO BE REWORKED, ,��// �PRINCIPLE YO SETBACK - - - 5EE Ph'DP.SITE PLAN',DW6 S� ay �X.I^gip, �ERy,TOR 0' - m _ °` 5cR REI PIN w �� _� w �� t� 3o.a w / LFA ° (� o O O m PROP SANITARY PIPE -ss-mss Ex.hIATER SO �� / l E I, I , Q FROMpRIJP� DEMOLISHED OBJECT(reR1 REMAINTO EFp'I� / i ®' �/ F I APPROVEDal' _ o mLU 1 ------------ oe* II PARTIAL-R-1001 3 I I I l� } o` � Q��` 2 - `M° i BOARD OF i r�USTEES �� _ I' � I O 1� -so - / 0�1C s / - F-r PROP.STORM DRAINAGE PIPE 0 d J 1 DEMOLITION +24.2' II •AREA TO BE REMOVED =bO 50.FT. LOT 131 PROP U/6 HATER SERVICE ►� w ® PE��O�y� ' _. •CELLAR ENTRANCE TO BE REMOVED I TOWN OF SOUTHOLD, , ,� < v ! S�TII 1000-111-15-0b \ tix•��oR�W �_ --' '� IJ I BOJ 0 ; . GRP �� / / 9 0 1 L- 1 3 LU�O a DWELLIN 3 HELL 231' I EXISTING WATER MAIN w � � � �+� \ I�i�---t►--EX.DRIVEWAY TO BE REWORKED �, � } LLI D/�\�E J' � I w � (] Q Q .� s / SEE fl20P.SITE PLAN;DWG SPI +283 \? 1 1 ` A-#VA-A 2Q Z . - EXISTING OVERHEAD UTILITY LINE: -,� -,� -,� ,� - \\t� � 11 ......••�TH ... .� ,-- I I - -;" ------- � 1Z O 24"0 CAST IRON COVER FLO(KHART _ / I ° - FGtJN17RY COMPANY PATTERN No.6112J3 PROP.U/6 ELEGTTRICALJCOMKINICATION 3 LOT 46 1 N}.. C) Z O T - d OR EQUAL(ADJUST TO FINISH GRADE) SERVICE LINES: E E E ��o \ 25 I # N (n EXISTING CONTOURS -30 _ _ _ FINAL 6RADE DRAINA6E STRUCTURE NOTES: SEPARATION 015TANGE REQUIREMENTS PROPOSED SANITARY SYSTEM: HYDRO-ACTION \ - k .• •TO BE REWORKED I STORM_D_Z-AINAGE-CALCIJLA-T10N: w ly CL O 24" I. LEAC�•HN67 POOLS SHALL BE PRECAST C,C"�1n G FOR 5TORMWAT•ER LEAGHIN6 STRUCTURES M OWTS r� Pr 6' � G \ / �II � � .••••• •5EE PRO 5PI AND � 1 � � � - cV z • a� 0 COVER TO 6RADE AGl N- II VOLUME = AREA x RAINFALL x CAEFFIGIBIT �---� GEMENT STRUCTURES A5 MANUFACTURER BY \ 1 �- _ 2r PLANS,DWG SP2 / RAINFALL = 2' =0.161' 51 N AND PIPING(RESIDENTIAL): ,��p 2�0 COEFFICIENT OF ROOF PATIO DECK AND GRAVEL DRIVE = IA J SUFFOLK PRECAST INC.OR EQUIVALENT. >. COVER ELW GRADE � `/ ,,� II ,��F3M" �_ \ O � b'PIPE DIA.MIN. SHOP DRAWINGS SHALL BE SUBMITTED TO THE HORIZONTAL.SEPARATION DISTANCES IAS MIN.(AS RE 2-D) •' "1 /II' 10 � � EXISTING UTILITY POLE TO BE REMOVED ?8' tiL- I � p-I t� 0 O Ln `, 1 TOWN EN61HEER FOR APPROVAL FOR STORM DRAINAGE LEACHING POOL5� LEACHING EXPANSION r - -, EXISTING SPOT ELEV. x6 O `Z II PER UTILITY PROVIDERS AREA: O N Q PIPE 1 yR_�_ -v 2. ALL COW CEMENT USED IN THE PROPERTY LINE =T MINIMUM POOL POOL z HIGH DENSITY y I / / m �' �� MANIFAGTURIN6 OF PRECAST STTRUGT.SHALL BUILDINGS WITH CELLAR = 10'MINIMUM I ' ) / \r1rG/2'j5' EXISTING DWLG PROP. Ist AND 2nd STY BLDG ADDITIONS = 2�bB SQFT, Z � I\ � I: DEVELOP A MIN GOMPRE561VE STRENGTH OF BUILDINGS ON SLAB =5'MINIMUM 1\P J 1 EXP/� EXISTING CONTOUR _ n PROP.REAP, OVER FRONT ENTRY PORCH = 54 20l SOFT. a 1 f- POLYETHII�NE(FDF'EJ 1, K� 1 H-20 8 THK TRAFFIC TO BE REWORK®: O L51 51Z� : / BEARING SLAB 4000 P.S.I.IN 28 DAYS. WATER SERVICE LINEA.ATERAL5/MAJN5 = 10'MIN. / \ _ -24 - i O ROOF LDR CONN= :,1; Ky:k x il 3. All DRAINAGE 5TRUI SHALL BE PLACED UNDERGROUND UTILITIES=T MINIMUM b "� ( / �� \ / R��`� / I E Pte,RAISED PATIO = 3 26 SOFT. z b'0 MIN ta y IN ACCEPTABLE LEAGHIN6 501LS(SP OR 5W1, SANITARY SEPTIC TANK= 20 MINIMUM TEST HOLE 1 5 1 EXISTING CONTOUR \ / PROP. ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKIN6 AREA= 1)42 SQ.FT. C ~ 4' 4' WRAP WITH hoz.(MIN) IN THE EVENT POOR LEACHING MATERIAL 15 5ANITARY LEACHING POOL=20 MINIMUM I Z < ENCOUNTERED,EXCAVATION 15 TO 13E PUMP STATION =20'MINIMUM -'' j } NONWOVEN 6EOTEXTILE FINISHED FLOOR ELEV FFL.EL= -6 i cD 1 X •�.. CONTINUED TO SUITABLE MATERIAL AND BACK MANHOLE= 20'MINIMUM ' m C) 7 >: u-. (FILTER FABRIC) m 1 =.r._.. FILLED A5 DETAILED. PRIVATE WELLS=50'MINIMUM GARAGE FLOOR QEV 6FL.EL.= PROP.CONTOUR: �,, � t�C� � � �Qj � PROP05ED BUILDING ADDITIONS. PORCH. DECK AND PATIO AREA: -�-�-^ 4.USE 15'DIA CORRU6ATEV HIGH PER511Y RETAJNING WALLS = 10'MINIMUM 3,526 S.F.x 0.167 x IA = 58884 GU.FT. Q ALL WALL SEGTION5 d 3'MIN ( 1• 3'MIN TOPS SHALL BE SET IN POLYETHYLBE(HDPE)HEAVY DUTY PIPE FUEL 570RA6E TANKS(BELOW GROUND) =20'MIN E�STING UTILITY POLE �, 8 DI^IELLIPJ6 / STORAGE VOLUME REQUIRED = 584 C1.FT. N FOR INTERCONNECTION OF ON-SITE STORM PUBLIC,WATER USE: I -8'41x14'LIQ.DP.LEAGHIN6 POOL A BED OF MORTAR WAS LEACHING POOLS HORIZONTAL SEPARATION DISTANCES FOR STORM PROP.SPOT ELEV.: 8.0 LOT 132 O I LOT 47 F / STORAGE VOLUME PROVIDED = 591 GUFT. PAGE: V DIAMETER USE b"5OR 35 TO CONNECT DOWNSPOUTS TO DRAINAGE NON-LE66HIN6 STRUCTURES, 5GTW - z SELECT 6RANULAR SOIL DRAINAGE SYSTEM A5 SHOWN. PITCH AT WATER SERVICE LINE5/LATERAL5/MAJN5 =Y MIN PROP05M STORM DRAINAGE 5TRUGTURF5: 1000-111-12-052Q 1 _ �0 PROP05ED ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKING AREA: Z 1 m EXCAVATION AND BACKFILL WITH A66E TABLE BACKFILL FOR PERIPHERY I/8'PER FOOT MIN.IN DIRECTION OF UNDERGROUND UTILITIES =T MINIMUM �5D \ 6 26 -� PARTIAL SITE PLAN - DEMO 1,1425F.x 0.161 x 1.0 = 190.11 GUFT. t LEACHING MATERIAL(5EE NOTE#5) AND BOTTOM LEAC HNC, STORMWATER LEAGHIN6 POOL LEACHING POOLS.PROVIDE BOOT / i 1 I S6 VOLUME REQUIRED = l91 GU.FT. GROUND WATER Cj STORAGE VOU (5EE NOTE#5) CONNEGTION TO DOWNSPOUT. VERTICAL SEPARATION D15TA ICE5 FOR STORM (SEE DWG.FOR COVER RM MTS) \ / � O Uc A.HDPE PIPE 5PEGIFIGATION(AA5HTO M-294) DRAINAGE LINES: USE: I -8 V STOOXLIQ.DP.LEAD=ING POOL 6E VOLUME PROVIDED = 253 GUFT. _ B. INSTALL'N OF HDPE 5PE6.(A5TM D-2321) WATER SERVICE LINES= IV MINIMIM 0 OPEN COVER TO GRADE spi STORMWATE R LEACHING POOL TYP DTL G.WATER-TIGHT JOINT TESTING 5PE6.(A5TM SANITARY WASTE LINES= 18'MINIMUM =26.1' EL 26.4' PIPE TL CONTAINMENT VOLUME REQUIRED: 1B0 GU.FT.7:71 3 r-7-7-77- = �9 � 0-3212) : SOLID COVER BELOW 6RADE FND / 30 15 0 30 60 40 TL GONTAINMENT VOLUME PROVIDED- 844 CU.FT. NOT TO 5GALE D.GASKET 5PEOFI6ATION(A5TM F-471) 6RAPHIC SCALE 1' = 30'-0' 5EE STORM WATER LEA(HIN6 POOL DETAIL,T1415 0146 of 4 0 3 Ory ABANDONMENT BY REMOVAL: d SANITARY SITE PLAN EXIST.SYSTEM TO BE ABANDONED BY REMOVING M D LEtGEND: rl ALL RE51MAL SEWAGE WASTES BY A LICENSED PROPERTY LINE PROPOSED SANITARY 5Y5TEM: HYDRO-ACTION EXISTING CONDITIONS WASTE HAULER,REMOVING THE ENTIRE STRUGTURE(5), TIMEEP a INTERLOCKING,PVC,PANEL cy BACKFILLIN6 WITH SUITABLE SAND AND 6RAVEL BULKHEAD P BOTTOM OF BLUFF _ , , _ , , _ id MATERIAL,AND PROPERLY COMPACTING. pE PRINCIPLE YD SETBACK O COVER TO TRADE M OWTS ,� �O\ C1 L�� COVER 8LW GRADE ��-� PROP SANITARY PIPE �---� `/ O • TW 12.5 LEACHINE ION NO WELLS WITHIN 150, 344.0 �• 9 \ _---------------- POOL P 3O 6O OF PROPERTY Ex.AG UNIT x FENCE XEi X' 1 r a BW q.o' DEMOLI5HI9D OBJECT(TBW / POOL 30 15 0 - otd RAr e ` l LP 1 EXP GRAPHIC SCALE _ PROP.STORM DRAINAGE PIPE / I - 30-0OF EXISTING SANITARY u� '~r ' 3& � \ � _ SYSTEM TO BE ABANDONED ,_ - s_� \ to o PROP U/6 WATER SERVICE w w ►� LOT 45 -" -_" �"� \� PROP10�.�STORM DRAINAGE STRllGTURES FOR MORE INFO SEE DWG 5P2 �- ,F - SGTNN loon III-13 10 IoW OF X yTot yyFLL L 1 r 1 o V! 5TORMWATER LEACHING POOL DWELLI115 Ex ELEC. ✓ x- F `��1`\1 EXISTING HATER MAIN / _ I 3� r frl '� (5EE DWG.FOR GOVT REQ MTS) / � PU6LIG hIATEP METE' 1 I � l � o. EiE-c - -�- ! Ov P I TOP OF 1 1 '1 I I' 'I EXISTING OVERHEAD UTILITY LINE: - O OPEN COVER To sRADE nr - o =3 F. BLUFF 7 a•36,`ZO `�- EX.FR EXISTING 1' TW 05' O 50LID COVER TO 6RADE + c�0 N �P t) 6ARA6E EX p 136 11/2 STY 0 36 - ` 1 1 I BW 85' ANDIN6 PROP.U/6 ELEGTMOAL/CAMh1l1NIGATION '\50 1D n s� �+ EL=36.1' p yyh��low EX.GP GF=32.8' 7O " FR DWLG rn SERVICE LINES: E E E E L COVER BELOW GRADE 3 O 4 CMF - t 0 A/N a (TO eE 5.5' S� MODIFIED) 3.4'GATE 'v F11t15HBD FLOOR ELEVATION FF= D1 IELLIN6 /32-- PpNGtI D 8E I TEST HOLE '' FU6uC.WATER 1 � �XISTING CONCRETE CURB TO BE REMOVEiO ;:x-p-.G- ._ ��K?- 32- _13� FF=3�.0' q5 �4' ry � { � _ ��••" } AND EDGE OF DRIVEWAY TO BE REHORKED, �-_� - _ t I CZ 6ARA6E FLOOR ELEVATION 6F Q Q EL.,h.l 5EE'PROP.SITE PLAN',DWG SPI �� tv �,�. �'SER ° - " _ - 34 _ N I ` EXISTING UTILITY POLE �, Q / i EMAlN ` EXISTING CONTOUR W W i l v TD R W 30.0 w �- �p, o m i I I O rn EX WATER SERA�o W�� e./ / , m j EXISTING LOCATION MAP: N LOT 133 Z METER TO �y,WIR // // 1 +I II 1 I ` TW 125' j O O REMAIII s J EN b2' SPOT ELEVATION x6.0 PROPOSED CONTOUR: NOT TO SCALE �'t► PARTI ALBU I L I N 32 _ o 1 I PROPO�� 8 N N ,} HO HELLS ffRT 150' \ 31 /-~ . ( N o OF PROPERTY / DEMOLITION +24.2' SPOT ELEVATION �. / �l� 1► • AREA TO BE REMOVED = 60 SQFPROPOSEDT. 1 GD >` / / •CELLAR BiTRANGE TO BE REMOVED ` 1 \ ", ?P JG 1Y l/ r�� o L: 4� ��-EXI5TIN6 TIMBER 4 INTERLOGKIN6 `- F_X DRVEWAY TO BE REWORKED �, 9P. ' I PYG PANEL BULKHEAD.MHIAM ALONG INNOVATIVE AND ALTERNATIVE ON-SITE �g P -\ / / SEE 'PROP.SITE PLAN'.DI SPI +�5.3' _ N _ I 1 1 BULKHEAD WASTEWATER TREATMENT SITE PLAN �TN51TUATE AT: - ._- ZONING DISTRICT: R40 \ LOT 46 SEPARATION DISTANCE 2, m g 1 I J 6485 NASSAU POINT ROAD GUTGHO6UE NY 3� � (n �L••••"'•• � � I I I � rw12.4' FLOOD ZONE: 'X' TOWN OF 50UTHOLD REO'MT5 FOR SANITARY s 2 _ EXISTING CONTOURS 30 I 88' Twg.3' SUFFOLK COUNTY, NEW YORK DATUM: NAVD88 LEACHING STRUCTURES (RE5I0EMTI � \' � / � • TO BE REWORKED G =�1 IZ ' O SEE SGTM NO.: 1000-III-13-11 MINIMUMHORZN DISTANCES. PLANS, SPI AND 5P2 CELLAR SEPARATION' 86.24 B. BUILDING ON 5LAB = 10'-0' It �<8 t�=2�0 �TPIRS T APPLICANT/OWNER: JANE WETLAND G.PORCHES,DECKS,HOUSE OVERH:�NGS, /�vto�� - r EXISTING UTILITY POLE TO ESE REMOVED - EX.POCK CANTILEVERS,ETC = 5-0" �i 1► p�IT3 PER UTILITY PROVIDERS REQUIREMENT5 Q -Q \�\,\N�/2� D. HATER LINES = 10'-0" m 5 E.SURFACE WATER(WETLANIDS) = k90'-O" SITE DATA: -- \ \ F.PUBLIC,WELL= 200'-0' O / 24 - - / �Z�J� 1 TOTAL LOT AREA: 52,413 50,FT. (1.032 AG) TO TIE LINES 6. H. PRIVATEHALIAEWLL = 100' I o'-0' \0' 00-1 \ G '�� / ��PD / NO WELLS WITHIN 150' AREA 5EAWARD OF T.O. BLUFF: 15,111 SQ.FT. (0.3601 AG) TO TIE LINE RETJ.U/6 FUEL TANKS = 10'-0" �� ` OF PROPERTY BUILDABLE LAND: 36,"102 50.FT. (0.8426 AG) K.U/6 UTILITIES = 5-0 , I / PROP05ED I AND 2 51Y ADDITION5 TO EXI5TING 11/2 51Y FRAME DWELLING (BUILDTA ABLE LAND = LOT AR - ARTA 5EAWARD OF BLUFF) L.ROAD STORM DRAINS OR 1 / WETLAND AREA: 6,432 50.FT. (0.1477 AG) TIE LINE TO MMM RECHARGE BANKS = 20'-0' O ? ¢ ` \QQ EXISTING 3 BEORM DWL6 MODIFICATIONS TO EX PHIL& PROPOSED: 6 BEDROOM M.ON-SITE STORM DRAINS OR W ¢¢CG� / Vv / TO BE MODIFIED •NEW REAR DORMER ADDITION FTPRNT: 11044 5Q.FT. m RECHARGE BA51N5 = 10'-0 EXISTING FOOTPRINT, 11,4015Q.FT. •NEW UPPER LVL DECK SUBJECT PROPERTY CURRENTLY: N.GATGH BASINS,NON-LEACHING = 10-0 DWELLINs / • ADDITION TO 15t FL 60 K FT. TL PROP. FT PRNT: ±2,451 5Q.FT. NO UNDERGROUND STORAGE TANKS EXIST C!1 O.SAN. LEACHING POOLS = 8'-0" PueTI;WATFF LOT 47 P.PROPERTY LINES = 5'-0' LOT 132 O 1 r / REMOVAL FROM 1st FL,60 SQFT. {BASEMENT BELOH ADDITION) � O STORM DRAINAGE SYSTEM: Q.TOP OF EMBANKMENT OR STEEP SLOPE SGTMp (1596SLOPE OR GREATER) = 25'-i�" l000 NI-12-o .2 Q _ \� _ - 1 I �\N� O NO STORM DRAINAGE STRUCTURES EXIST ON THIS SITE. NO PROPOSED DRAIN,+�6E [�] I" R BLUFF = EOR �- �V 1 COMPONENT WILL BE PLACED WITHIN 20'OF PROPOSED SANITARY STRUCTURES � • �� .o SANITARY SYSTEM: � � m G S.ORPMANTHAOLE-PUMP STA,GREASE'.TRAP t\ / S -� f .---'" 2 P ��POyED 01 � O �, f T.SWIMMING POOL = 20'-0" / �� :� /�� .. w °• EXISTING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL. U.DECK/RAMP = 5'-0" EL=26.0' e 5p0 6 pd. , EL 26.4' PIPE / J / 10, MIN v�= �K \0 EXI51IN6 ROPOSED EXI5TIN6 LP. 1"` � z -±Pz 13.6' I I/2 STORY FRAME '. .;:i o rn ?' / I STY FR GARAGE O x �"� W W NEW GENERATOR �� DWELLING I �, o -3b t X Z SEE ARCH FOR ADDITIONAL TO REMAIN in m Ca - o - _3 LOT 48 INFORMATION (DRY 81-06 -No WORK) \ x (TO BE MODIFIED, o PROP. UPPER 5TY � O � EXISTING �� (SEE DEMOLITION PLAN)'.•••'.••..•.'••'.�••. rn -_ DORMER ADDITION � m � O scTrl�l000-III-I5-oT (5F 32.6 FX � \ � o a , FF=31.0'. W ll N N E W E TA R D. � pwR PATIO �= 0 428 Sa.FT. � � DWELLING To TO REMAIN 10 0 -�-� Q =: d) PueLl h1ATER R%M F (No HOP K) PROP. UPPER LVL DECK Q y1E11 a �Q� . 1 o IN PLACE OF EX.ROOFED U5 PROM pR�`1 PT 8�,. P doll F '. 1 OVER PORCH, 170 50.FT. O O \50� 0� PROP. 15t FL ADDITION BENEATH EX. R/O PORCH,60 SQ.FT. 34.4' 231 0 / NOTE: :i. •:�'` 13.2' o SEE DEMO PLAN FOR y _ _ I/A OWTS UNIT SIZING: �+ -I EX. ` I.v 7 \ BLD6 REMOVALS 23.3' - [�]3W WELL LOT 131 / W L cP 4_ 5.CD.H.5.DIVISION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL C?F PLANS AND �1 GON5TRUGTION FOR SEWAGE DISPOSAL SY5TEM FOR SINGLE-FAMILY RE5IDENGIE5 Ig ~ dv 13��' PROPOSED TABLE 3, MINIMUM I/A ON-SITE WASTEWATER TREATMENT GAPAGITIE5 SGTM IOOD-III-15-OG, ,i / 9 DATED. DECEMBER 24,2011 DYJELLIN6 �' � w PAR' of E.x15TIN6 IN,�TL� Z 2 STY FR ADDITION WE`L I W I� SERVICE LINE 30.0+ �' FF=31.0' 201 FT. 5.6� N 6 BEDROOM DWELLING: ENGINEER TO P.ENf�IN (VERIFY 1"q l d MINIMUM TANK CAPACITY = b60 6ALLON5 O EL.21.1' 0.0'0 GRADE SEP'VICE) _ // I/A OWTS UNIT LOAD CALCULATION: Brown loan(00 ADDITIONAL �P�E �Y T,eG �"op EL.2b.6' - O.5' PERVIOUS GRAVEL 2 PROP. I RA S�D�ATDIO PROPOSED SANITARY DESIGN FLOW: 660 6PD CO �F Brown clayey saA(5C,) / _- N. _ •to b BEDROOMS 6 110 GPD/BEDROOM =6bO GPD r w PARKING AND a RF OVR 1`' 3TI SQ.FT. � �C 1 U5E (1) HYDRO ACTION WA5TE WATER TREATMENT PLANT MANEUVERIN6 AREA �2✓_ o PORCH w PROP05ED USE MODEL No. AN6o0,GRAVITY SYSTEM j rj EL.23.1 - 4.0LOT 48 AREA: 1,142 SOFT. = � _� ,d - - 2 r 151Y FR ADDITIO la q _32 •• TOTAL TREATMENT CAPACITY, 660 6FV y Brown Fine Sand / SGTMa Inoo III I5 08.1 PROPOSED 6 FF=31.0' 837 SQ.FT. .. (SP) I)V ELLIN6 STONE ENTRY c� � D f Igp LL TOTAL WORKING CAPACITY: I,S45 6PD U i R LIG WATEP 0 0 0 3�v' c 'MM �0 )� CiO, i X ` 30 cs� 30.Ox -� N 05ED R�TP`NIN6 p�51GN) •• FLOH RANGE, 50-660 61'0 �Q LOT 13o N PATH �G PWS VA __-V- PROP D�FOR .. TMS IOOO III i5 5.1 0p =0 �o �o � ' JdZ"OP• - �Si�.� TR ' 195 Z - RGN - •• LIQUID SURFACE AREA: Sl SQFT. AR ESSIO EL.10.1' 17.0' DWELLING aim� QN��'\� � �' (`�5�P SEE DETAIL FOR INFORMATION DWG S1`2AN OF NP' •• MAINTAIN REQUIRED SEPARATION DISTANCES,DWG,SPI FuBuc 1dATER / 1 _` cPfl PROPOSED JEFFREY T. BUTLER,P.E. TEST HOLE / M�/ 1� u6 3 2C,. ' 21 q', WOOD DECK PERFORMED ON: 01-Oq-2020 �� -i/At z x28.7 -� AREA: 2o15Q.FT. SANITARY LEACHING POOL SIZING: p PERFORMED BY: McDONALD 6EOSGIIENCE ' /� OVER S� PT 55 j0 MIN 4" SAN PIPE W/G.O. 2 D.EL.. = 3683' PER 5.GD145. PIV15ION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS -J No 6RDUNDWATER ENCOUNTERED a EL.10.11 / ,30 / �O F``tD� ETU / vt� AUTO-VENTED (AIR VENT TIED �` IO N AND G0N5TRUGTION FOR SEWAGE DISPOSAL SYSTEM FOR 51N6LE-FAMILY RESIDENCES HIGHEST EXPECTED GROUNDWATER o EL.11.27' O PROPOSED � DATED: DECEMBER 2q,2011 � � -� INTO HOUSE VENT STAGKJ PROPOSED 6 BEDROOM SANITARY SYS: /O, RETAINING WALL. REQUIREMENT PER TABLE 4: �-+ t- AG CO- ) M/k NOT INTENDED To +29.4' MIN.LEACHING SYS.FOR A b BEDROOM RES.PROJECT z PROPOSED AEROBIC TREATMENT PLANT �. `'' �4i,� RETAIN SEWAGE. .3q 11 I MINIMUM LEACHING SYSTEM(400 SQ FT 51DEHALL AREA) � W u- USE. q/ (SEE ARCH DW A so v' MIN.50%EXPANDED SYS.(600 5QFT.51DEWALL AREA) / �� \ � FOR DESIGN) �/ ', �p � � � [Q I -HYDRO-ACTION 5ET-H-60 OK51TE WA5TEWATE R TREATMENT _ Gj� !J�F I 5p -� 21 q_ SANITARY LEACHING POOL DESIGN: • SEE DETAILS ON DWG SP3 / li EXP 2�E � A \ - - O - O Q PLANT,UNIT INCLUOE5 R 28.3' LOT 46 - CALCULATION BASED ON EXPANDED (50%) SYSTEM REQUIREMENT5. EDLU •• MODEL AN600,6RAVITY SYSTEM 6 1 2 x28.1 E 28 - 600 5Q.FT LEACHING AREA / 25.0'5Q.FT./VERT FT - 24D VERT FTr REQ'D F�- Z „ J W I } ' DE516N FLOW: 650 6PO P�G�` i DIP �� GNTRL PNL 50 - - [--I Lo Z of N�`''�J Y( I 1.1� �_ ¢ �� C 24.0 VERT FT / 3 - 8 LEACHING POOLS = 12.0 VERT FT/POOL REQ D F- - �� RMP •• OP5(OP/GNTRL CENTER) W ALARM BEACON 8 AUDIBLE v O ��Q � S �0 27.1'x MAIN PANEL IN HOU5E - - _ < LL 20 AMP MAIN SERV. FROM _ - 1 HORN ALARM(LOCATED REMOTELY,A5 SHOWN) z u- ��cP�" 0� / M (n S LOT 47 Q Q UPON INITIAL INSTALLATION U5E 800-272"4480 IS PROVIDE: z �� `�`\� �, \ I \N \ - - (2) 8'0 x 12' EFF. DEPTH LEACHING POOLS V Q O Q 2; U/G ELEG GND FROM DWLG TO REMOTE CONTROL PNL ��f�,v\ ��p\�' y _ r-,) LP \0 PROPOSED - 25 MIN. LEACHING AREA REQ'D' = 400 5Q.FT. OF 51DEKALL LEACHING AREA �Yi 7- (900 www.di netn cli.com 2 U/6 ELEG GNO FROM A.G. TO OP5 SO \)O \� �j,� .� / CONTROL PANEL AND BLOWER. SIDE WALL LEAGHIN6 AREA PROVIDED - 400 S.F W O or www ca11811.com 2' U/6 VENT CND FROM P.T.TO HOUSE 5TA6K p p �¢0 \0 -\\0 (J\\ LI'`--' b' I LIN I x28.1 �� / • REMOTE HYDRO-ACTION OPS GNTRL GNl1R, �_ Z - 6FI CONVENIENCE REGEPTAGLE NEARBY CONTROL PNL Z<-- � o--" I O l f BLOWER MOUNTED AND 6FI RECEPTACLE ON UPON 50� EXPANSION INSTALL AN ADDITIONAL: (for other states) GO _ Zg 28 X28.1 ` ` 'H' FRAME,SEE NOTES ON DW6 SP3. \ (1)8'0 x 12.0'EFF.DEPTH LEAGHIN6 POOL Z W 0- Y Q By law,excavators and contractors PROPOSED LEACHING FIELD WY - - / - / • FOR MOUNTING DESIGN/REQUIREMENTS,SEE MIN.LEACHING AREA REQ'D' = 600 SOFT.OF SIDEWALL LEAGHIN6 AREA � a/ W Q / - - PROPOS® H'FRAME DETAIL',ON DWG,SP3 \ SIDE WALL LEAGHIN6 AREA TO BE PROVIDED O working in the five boroughs of New York USE: 3 g9 z (O • SEED' NTROL PANEL REQ`MNT5'NOTES,SEE \ UPON EXPANSION= 600 5.F C/� Q City and Nassau and Suffolk Counties on (2) 8 0 x 12.0 EFF. OP LEACHING POOLS AND Long Island must contact DigNet, • LOCATION FOR 50% EXPANSION SHOWN C Q Law �\a�0� -- / SEE DRAWING SP3 FOR SANITARY Q Q O 1-800-272-4480 or 811, at least 48 hours • MAINTAIN SEPARATION DISTANCES LU P\, G� - STRUCTURE/COMPONENT DETAILS LL butno more than 10 working days ~�- V - c� PROPOSED 5GDH5 REF. No.: R-20-1366 w < LL nl O MAINTAIN 5% GRADE OVR 20 AROUND 5AN 5Y5. r_ - Z (excluding weekends and legal holidays) SEE DETAILS ON DWG SP3 - MINIMUM GRD ® 20' OFFSET 26 `'o 27 prior to beginning any mechanized digging INSTALL ADDITIONAL COMPONENTS: d w _ - - /� PARTIAL SANITARY SITE PLAN �' LL o or excavation work to ensure underground O 21 - FROM SAN. 5Y5 VARIES lines are marked. Excavators and • 1 - 4V PRE-CAST 015TRIBUTION BOX (5EE DTL ON 5P3) U_ (MAX ALLOWABLE GRADE DROP I5 y p-+ ' Z UJ contractors can also submit locate s ENOGAP LEVELING OEVIGE5 (TYPICAL) - \ 5%WITHIN 20'OF SEPTIC 5Y5) - PROPOSED , requests online,through ITIC. If you do not Z Q currently use[TIC, please call 27 .1 5iTORM DRAINAGE LEAGHIN6 POOL O \ ` 85'(Px15'L.D. L.P.(SEE VH6 5PI FOR STORM 1-800-524 7603 for more information. 20 10 SEPARATION DISTANGE REQ'MTS FOR 50 I DRAINA6E GALL.AND 5TRUGTURE DETAIL 10 5 0 10 I 10-0 - SANITARY SEPTIC TANKS, I/A OWTS, PUMP STA OR MANHOLE (RESIDENTIAL): 26 � -- AND REQUIREMENTS) GRAPHIC, SCALE � - For safety reasons, homeowners are l strongly encouraged to call as well when MIN.HORIZONTAL SEPARATION 015TANCE5: L.ROAD STORM DRAINS = 20'-0' / PAGE: -0 planning any type of digging on their A.BUILDING W/CELLAR = 10'-0" M.ON-SITE STORM DRAINS = 10'-0' �6 / _ i property. Homeowners can contact us B.BUILDING ON SLAB =5' " N.CATCH BASINS(MON-LEAGHIN6) = 5'-0" directly at 1-800-272-4480 or by calling G.PORCHES,DECKS,HOUSE OVERHAN65, O.SANITARY LEAGHIN6 POOL= 8'-0' ��-� t'.� Q ., �I CANTILEVERS,ETC,= 5'-0' P.SEPTIC TANK,PUMP STA OR MN. = 5'-0' �N(,� ° 811,the national call before you dig D.WATER LINES= 10'-0' " `1� number. For excavation work completed on Q.PROPERLY LINES = 5-0 26 \ -�,�p� ° / personal property, it is the contractor's E.SURFACE WATER(WETLANDS) =15-0R.5lNIMMIN6 POOL = 20'-0' F.PUBLIC WELL = 200'-0" 5.TOP OF EMBANKMENT OR STEP SLOPE ° \� / responsibility--NOT the homeowner's--to 6.PRIVATE WELL = 15'-0' 05%SLOPE OR 6REATER) = 25'-0" � ° / \��/ SP2 contact DigNet. Having utility lines harked H.RETAINING WALL MTRPROOF) = 10'-0' T.BLUFF=65'-0' ' prior to digging is free of charge. J.U/6 FUEL TANKS = 10'-0" U.DECK/RAMP = 5'-0' \ / ° / / 560145 APPROVAL AREA. K.U/6 UTILITIES= 5'-0" of 4 0 PROVIDE 20 AMP BREAKER IN o -' PUMP/GOMPRE55ER POWER CIRCUIT MAIN ELEGTRIGAL PANEL IN NOTES: o PROPOSED BUILDING FGR 5 6 I I O/ ' O ° __ -�--_ ° FINISHED GRADE I. PIPE JOINTS TO E3E SEALED W/ PROVIDE N GBI MI -\ WHEN REQUIRED TO BE SET AT FINISHED GRADE PROPOSED I/A OWTS rFnF�MF�MFW � � ASPHALTIC MATERIAL OR EQUAL.LI LI 0- - BLK 5PI 5PRAY pP STINGS: �"' 2.U5E ENDGAP TYPE LEVELING ` p CONCRETE z DEVIGE5(TYPICAL) HEAVY DUTY,WATERTIGHT,IN5EGT-(PROOF Q� PUMP3/4HP® 115V 15.0 F.L.A. AK-080917-1 COVER ADJZTA13LE AND LOCKING GA5T IRON FRAME dN HT N MOTOR """� �' 14x12 2' <`+ v01 0 0 ® O INSIDE LID VIEW N FINI5HED GRADE COVER(GAMPE3E3J 1182 G OR APPROVED EQUAL) z a CE32 M2 G5R b LOOP5 III \;/ El ENOTE: ENCLOSURE HINGE TO THE RIGHT 1 ON ON ON ON ON O CONCRETE v '\�\\� , ; ��\• Q (Y/ �\ RPI REGIRG CHIMNEY �® 1-}n PUMP ' �� ,� ° I I fR "" MIN \\/ INLET PITCH EXCEEDS PUMP RATIN65: O O /. BAFFLE REQUIRED IF orr orr orr o \ \v a Ot Ls it N MOTOR 3/4HP 0 115V 15.0 F.L.A. -ti,=ply ds= I //\/� QJ oRCOMINa tt� ''/ -- -- Yz"PER FOOT e i \/\\ IML j 4 0 SDR 35 PIPE a cet � c� c�c �v v '' ® as MIN.SLOPE=Y8/LIN FT `8 9 o z >_ G53 M3 \ I MIN 4" DIA. ® I _ a N NAM � ALL OUTLET PIPES SET®SAME 0-- -C� BLK MPI MIXER STI : i APPROVED "Ell _ a INVERT ELEVATION r PUMP PUMP ! I PIPE PITCH ® H N 3/4HP® 115V 15.0 F.L.A. n,(0, „ i MOTOR ! PER I'-O" ® N z z 4 S (2)2x8 x(LENGTH TO 5ulr)AW 0 ®�d 0� _______ _®_____ ® N ••LABELS ON OVTIIDI OF LID \/\ p HORIZONTAL GRO55 MEMBERS(TYP)-� I I r= -T it _ F= _ %/// INLETS) I- GB4 Mi Ms M8 309AN D207 uavovku�.o�� soy.o w iz _ � J �x�u� ti I' cru ; 4 wauu� `\ 4"�SDR 35 PIPE, OUTLET(5) 0 GRY 7 � � � I �_________� �_________� L=====____� i 3'MIN. LL 3'MIN. \` COMP COMP.RATINGS: COLLAR LLI COLLAR I //�\ MIN SLOPE=ye"/LIN FT ° . A p p Q' • I/A owr.5 N o \�j ALL INLET5 PIPES SET® ' Q MOTOR I/4HP® 115V 5.4 F.L.A. I o p.o o a o 0 0 /� SAME INVERT ELEVATION . .a e' . , d. • ELECTRICAL a1 OR® I , . Q,.. N z \ ri BACKFILL 5AND OR } USE(4)yz"m 6ALV GNTL PNL 1 0 0 0 0 0 0 PEA GRAVEL(12 MIN) �a LAG BOLT W/6ALV. 12'w x is n NOTE: ALL MOTORS MU5T HAVE ��/ O o WASHER®HEAD • INTERNAL OVERLOAD PROTECTION. DL _(TVP®EA.POST) PFEPD(Pwg) � AGft�PULTP) (2PP IPU&() =1 I TYP. PRE-CAS T DISTRIBUTION BOX I LRI-01 REDMIH TI =1 / / N 4x4x8'L6 AGQ THE CONTROL PANEL BOX BLU M1 I \\ \\ NOT TO 56ALE s s g b TIMBER P05T MUST BE:PLACED OUTSIDE I MINIMUM COVER 36" ON A SUITABLE PEDESTAL BLU 1 LRI-Q2 PINK/WH M2 W I BELOW GRADE WITHIN VIEW OF THE SYS. Z O i INGA5ED IN POURED THAT IT SERVES.CONTROL - dJ SUITABLE COVER CENTER SHALL BE //j I , , Y I Y MIN TO END PLUG TO GRADE CONCRETE IN 12" PINKMW A \\i z 5TOPPER OR DIAMETER SONOTUBE. t IpUNTED 3S'ABV FINISHED m REGIRG RUNNING �_- Y--_�--_-_ � 8-0 (T1�GAU GRADE(MIN)OR ABOVE BLU I LRI-Q3 YEL/WH WHIT O\ O o ° im RECORDED BFE,WH GHEVER 15 HIGHER. M3 /,� GROUND WATER PROPOSED YEL/WH G C7 COLLAR DEPTH z (BAGKFILL TO BE GLEAN SAND rHr FRAME DETAII, BLU MIXER WHTING o Q ,,,,�� SEWER PIPE (5TRUCTURE FOR I/A OWT5 CONTROL PANEL MOUNTING) LRI-Q4 LRI AND GRAVEL) > 4_�TYPIOAL 30 ELBOW SCALE:NONE BLU RED 16 PLG INPUT eROy e<GF RFo - - - - z GRADE Y wEXTERIOR /��/��/�� / BLU A5"1 PINK RUN m 3 ELEVATION CLEANOUT D. ��\/ //� ,^1 f //\ BLU 5 b RED ALARM NEW 20 AMP,1 POLE BREAKER DEDICATED FROM UTILITY BRN TO HYDRO-AGTION CONTROL PANEL PROVIDER °aG I.FOR LEACHAREA ON14AN[DC1NNDIAGBAVELTT E DESIGN 4.ACCESS OPENINGS WITH A MIN.DIA.OF 20" gp^y YE HWA ON CRITERIA: MUTE 120 VOLT,I�SERVICE TO HYDRO-ACTION INCOMING SERV. OF THE LEACHING POOL SHALL BE BASED UPON A SHALL BE PROVIDED FOR EACH POOL. m BLU 00 TEST CONTROL PANEL (DETERMINED ,,;I,,,I MAXIMUM LEACHING,RATE OF 15 GALLONS OF 5.ALL GONERS,WHEN NOT REQUIRED TO BE p (2 a6,#6 IN I"PVC PIPE) BY OTHERS) ^>' 5EWA6E PER DAY PER 5.F.OF 51DEKALL AREA. BROUGHT TO GRADE,SHALL BE OF PREGA5T NOTE: ADDITIONAL GLEAN OUT SHALL a 4 y, ORG "�c�u�' BE PROVIDED IN INTERIOR OF BLDG, �L tT ALARM 2.LEAGHING POOLS ARE TO 13E CON5TRUGTE0 OF REINFORCED CONGRETE(OR EQUAL).COVERS NO HOUSE TRAP SHALL BE PROVIDED LIGHT HYDRO-AGTION HYDRO-ACTION UTILITY PREGA5T REINFORCED GONGRETE(OR EQUAL) OVER 3'0 ARE NOT PERMITTED PER IRG 2015,P3201.4 AERATOR I/A OWT5 MAIN BUILDING 5ERVIGE LEAGHING 5TRUCTURE5,501-10 DOME5 GOR 5LA55. 6. ALL CA5T IRON GOVER5 SHALL BE 5ET AT FIN. • CONTROL PANEL REQUIREMENTS: RED BLK E WHT ELEGTRIGAL GIRGUIT BREAKER METER 3.LEAGHING POOLS 5HALL BE A MINIMUM OF 8' IN GRADE,BE LOCKING,WATERTIGHT,IN5ECT-PROOF NOTES: �' 1 tf) CONTROL PANEL PANEL m_ OUT5IDE DIAMETER. AND APPROVED FOR 5EWA6E U5E. I.FOR CLEANOUT(5)LOCATED IN TRAFFIC,AREAS, V IY) I.THE CONTROL PANEL BOX MU5T BE PLACED OUT5IDE ON A 5UITABLE I2"w x I4"n PROVIDE WITH TRAFFIC BEARING FRAME AND COVER. n O PEDE5TAL WITHIN VIEW OF THE 5Y5TEM THAT IT 5ERVE5.GNTRL GNTR ENABLE TYPICAL SANITARY LEACHING POOL (LP) 2.FOR U5E WITH BUILDING EXTENSION/GONNEGTION5. F-'-1^ AND BLOWER SHALL BE MOUNTED 3S'ABV FINI5HED GRADE(MIN)OR BLU 1 121 YEL 1 PLG INPUT NOT TO 56ALE r- ABOVE BFE PLU5 2.0'FREEBOARD,WHICHEVER 15 HIGHER. 5EE'H' ELECTRICAL NOTE5: EXISTING FRAME DETAIL ON DWG 5P2. I. BURIED ELEGTRIGAL POWER GONDUIT5 5HALL GROUND ROD 1N- 2.EXTERIOR PANEL(NEMA 4X 5PEGIFIGATION5)PLACEMENT ENABLE5 BE A MINIMUM OF 24 INCHES BELOW GRADE. Q� _ THE 5Y5TEM TO BE 5ERVIGED AT.ANY TIME,ELIMINATING THE NEED BLU OVERRIDE 2.ALL ELECTRICAL WORK TO BE PERFORMED IN m TO AGGE55 THE IN51DE OF THE BUILDING. 3 4 IZ PLG INPUT ACCORDANCE WITH NEG. _ •� 3.THE CONDUIT MUST HAVE APPROPRIATE 5EAL5 TO PREVENT 6A5E5 C5R �I O AND M015TURE FROM REACHING THE CONTROL PANEL OR SNGTION BLU H INK 14 PLG INPUT ELECTRICAL ONE-LINE DIAGRAM 't X BOXE5. 4.5Y5TEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING 5Y5TEM TIME 005E TAN - 1 PLG INPUT `SAI E:NONE l WHICH WILL ACTIVATE AUDIBLE AND V15UAL ALARMS THAT CAN BE X LU LL READILY SEEN AND HEARD BY THE OCCUPANTS OF THE BUILDING BLU DEMAND c O SERVED. 5.PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH TAN"MEAN5 OF CONNECTING A PORTABLE GENERATOR TO OPERATE THE E SPRAY IB PLG INPUT < if) 5Y5TEM DURING A POWER OUTAGE. NV NVO = LU ELECTRICAL SCHEMATIC DIAGRAM O O NOTE5: FLOAT 5WITGH TO BE RATED 2 AMP AT 120V MINIMUM. N SP1 N P1 N P1 N C1 N 1 2 3 4 5 6 5, MAIN PANEL 015GONNECT MU5T BE PROVIDED BY IN5TALLER. DA5HED LINE5 INDIGATED ITEM5 NOT CONTAIN IN THE PANEL. m REQUIRED TORQUE FOR TERMINAL BLOCK 5CREWS 15 Ib IN-LB5. U W x w w o g o FIELD WIRING MU5T BE A MINIMUM OF b0°G COPPER WIRE. LU 0 3 m 3 a 3 v 3 m m a s s PROP05ED N o o ADDITION / (b BEL. M 37.0') ENGINEER: CONNECTION .DIAGRAM PSE NIF ro REQUIRED TORQUE FOR TERMINAL BLOCK SCRFWS IS 16 in COO r 0 IIA, y m 2"(P PVG N� VENT PIPE MAINTAIN 5%GRADE: IF A R15ER COVER WEIGH5 LE55 THAN 60 LB5 A 5EGONDARY CONNECT To �,p 0 3493 A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY SAFETY LID OF DEVICE 5HALL BE PROVIDED, HOUSE 5TAGK ROFESSIONP� FROM THE NEAREST EDGE OF THE LEACHING,POOLS BEFORE TAPERING OFF 729 [�[,, PROVIDE COVER: TANK N=M N \o ° TO PREVENT 5EEPAGE OF THE LEACHATE THROUGH THE TOE OR EDGE OF WHEN REQUIRED TO BE 5ET AT FIN.GRD: PROVIDE COVERS: JEFFREY T. E3UTLER, P.E. P - THE 5LOPE(EQUATES TO MAXIMUM DROP OF 12 OVER 20 HORIZONTAL) U5E HEAVY DUTY,WATERTIGHT, U ON TANK - CONTRACTOR TO PROVIDE WHEN REQUIRED TO BE SET AT FINISHED GRADE USE: EXISTING IN5EGT-PROOF ADJU5TABLE AND LOGKI% •THERMOPLA5TIG GOVER5-LOGKING,WATERTIGHT, ° PROVIDE GONERS: 14 GU.YDS OF RATEABLE 501L FOR THE CA5T IRON FRAME d GOVER(CAMPBELL GRD ® BLDG = EL. 30.0 0 IN5EGT-PROOF,FLAT,5KID PROOF,BE APPROVED FOR 5EWAGE . . ° WHEN NOT REQUIRED TO BE 5ET AT FINI5HED GRADE L15E: PURP05E5 OF REPLAGIN6 UN5UITA5LE 1182 G OR APPROVED EQUAL) U5E d HAVE UV PROTECTION :a3 h + •PREGA5T REINFORCED GONGRETE COVER(OR EQUAL) 501L5 WITHIN THE PROP05ED LEAGHING G.O. O I- "' POOL COLLARS. / Z Q I- • k PROP05ED GRADE OVER L.P.'s VARIE5 EXISTING GRADE EXI5TING GRADE OYER ATU ® EL. 28.bq \\j/\\j�\'�\'�\'\ \\j\\j . /\//� /\ �T - - \,. NATIVE %\//\,/,. �j\� ✓\\j w l(1 (Q (EL.28.1 +/-) OVER DB®EL.28.69 - , , , i - / % % %\/ %\%\%\i' \\ \\ J� < 6 W 501E // // // // // // //.// // / // // // // // // // // // // // - \�\�; //\//; /,�// //Vii, /i /i / \/\\ \\ \ \i\ SLAB: EL.21.1' \j\\/\\j\\j\\j\\j ,\\j\\j�j\\ D15TRIBUTION 'i` i %\!i`\/i�/ /�\,\\\\ \\ \;\ j__ � - \EL.26.6'-T.o.5C,'SOIL RIB N' \// ////////\//\// //\/,\/\r,, /\ .\,\ N BOX N �I I-- rill', 4 SDR 35 XPOR PIPE j/ / /�/� Q _ II II II DWL6 TO PT 42.11TLIN. FT. \ \ \ I- m Z5 B.o.SLAB: EL.26.6 O.INV. @ A.G. II I I.E. @ PT. „ /\/ ,/\ O.INVK CZPLG GNTRL PNL W/HP120 COMPRE55OR AND I I 1 1 1 1 1 I I �.�. L MIN. SLOPE =Y4 /LIN FT %\\/\\/\�' ^ _ - NON-RATEABLE SOIL = EL. 26.65 II I I 11 = EL.26.15 / Q BLOWER TO BE INSTALLED REMOTELY POWER LINE AND MISG.GONNIEGTIONS +•` ,. ;: . ' „ - �� - � DWLG. _ _ < (L (5EE 51TE PLAN FOR PROP.LOG) TO BE MODIFIED A5 REQUIRED TO BRW CLAYEY 5AND I I i i i i i i II ��®� 42.11 L6 xYa 10.54 - \i,\\j\\j ►�, '5C,'SHALL BE REMOVED LP 26.21' I B.O.DB=EL.25.1' CSE 0.88' MIN 5LOPE '\ \\ EL. 21.63' L) O Q < ACCOMMODATE REMOTE LOCATION OF LEACHING POOL � " II II I I \ OP5 CONTROL CENTER A5 SHOWN ON I AND REPLAGED W/ I I I I I I I I I I I I I I I I I 4 ) 5DR 35 XPORT PIPE, II I I z 0/ O 517E PLAN RATEABLE 501L (I OF 2) p I REPLACE I .I I O.INV. = EL. 2636' N FROM AG TO DB, II 11 P.T. NATIVE NATIVE W 5W'OR 5P'PER I UNSUITABLE 501L W/ I I o 8.08 LIN. FT. MIN. SLOPE - II I I FR ETREA><KENT UNDISTURBED UNDISTURBED I� ^ f- O A5TM STANDARDS PER SGDHS STANDARDS FOR APPROVAL OF w TYPE 5P OR SW PER - � � 501E SOIL I 1-a Z_ O PLAN5 AND CON5TRUGTION FOR SEWAGE O A5TM 5TANDARDS 4"� 5DR 35 XPORT PIPES FROM Y8° /LIN FT II I I _ , .- •• N + I 11,111 I I I I I I DI5PO5AL 5YSTEM5 FOR SINGLE-FAMILY N I I I I I I I I I I I " = n = II I I f O #•� O " 1 ;J, J , 1 DB TO LEAGHING POOLS 8.08 LG xYe 1.01 I _. " - RENPEiNGE5,12-29-201? \ \ II I I II I f Q- L- 2 PVC VENT LINE(TIE _ EL.23.1' B.O.SG 501L RIBBON'>\\` \%`\i` i\\%-`>i�/\/'%\%\i O.Oq' MIN 5LOPE I __ .__ - _ ... . ._� (�.. ;/ i\'/\/�/�/�/ /�� - - - - - \//\; \�\�\<, \//\//.//\ 8.08 LIN. FT.,(WOR5E GA5E) I I � I- r N INTO BLDG VENT STAGKI - _ \v \\.\\ \\ \\,\ \, , \ \ \ \ \ \ / / �,, SEGTION 5-106.A.4. / /\/\/\/ ,/ /\/,./ / L 3-0"RATEABLE /'/ // // ,; // / / MIN. SLOPE =Y8 /LIN FT �L I- �, �i\�; WHEN I N5TALLING LEAGHING 5TRUGTURE5 V/\\\,/\\\.\\\\\\\\ \\�� \\\\ u - _ I I l� J II / 501E DOLLAR / UNSUITABLE SOILS SHALL BE REMOVED // / // // //. // /\!// 8.08 LG xYe = 1.01 = O.Oq MIN 5LOPE ;. �>� 3 INSTALLATION \ 1 ,L� - -- \�\; y\y i y �� \/\/\\/\\'� \\ \ B.O. GHAM13ER ® EL. 21.45 B.O. P.T. @ EL. 21.45 \ X:x:\// AND REPLACED WITH SAND AND /'�/j%j�/\�/j�/i�/j/j ___ _ _ ._... LL O O REQUIREMENTS: N' LL_ GRAVEL,ACCEPTABLE TO THE \ \\ \\ \ \ \'\ \ \ I �v III i / / �' ,. / // // /i /\/\/\/\/ { ,��ft i.THE I/A OWTS TANK SHALL I 1�l�. I `� :�\\\\�\\ \\ \\'\\'\\\ \\ DEPARTMENT,A THREE-FOOT COLLAR \/\i\//\//\//\//\�/. H��R®°A�CCT�®�T �T�uwr "--- 10 /\\j\\j\\j\\j\\j\\j\\/` Z if l \/\/\/\ \/i EXTENDING DOWN INTO A MINIMUM OF //\//\//.\//. /\// // // 5GDH5 REF. No.: R-20-136q r, ADVANCIED TREA 'I' UNrF Ln BE INSTALLED AT LEVEL IN I II II II \>\/ i�i\\ \\\\ \\ \\ \\ \\ \ \ \ \\ LL ' �IERZA71�®l� ,\,,, / / / /i /i /i,/� / / /\ I II II /\�/.\/�/�/\/ 51X-FOOT STRATA OF ACCEPTABLE ////, NATIVE 501E //// ALL DIRECTIONS(WITH A \ \ \ \ \ \ \ \ \; \, O C /\/ / /\/\j\/\/\�\ SAND AND GRAVEL. \j\\ TYPE 5P OR SW; ,; O 4 Z MAXIMUM TOLERANCE IN I II II // /%// //\/j /'\�% �'\/j i / www.dignetnycli.com \i\\\,\\\\\ \\\ .\ \ , \\/\\ TO BE RETURNED \\! or F- ANY DIRECTION OF+/ONE I i / / / / /,/\, \/\/ \/ `Q ]�,�', //\// //' /\//\i•\//\//\ \/j POST EXCAVATION'\// of NSW YOt?K CI1Y www.call811.com cm I II n7 \\ \\i\\,\, \\ \\ \ \ \ i\ \i\ '\ ' Z QUARTER INCH)ON A in /\\��\ /\\�/ / /\\\ - - - - - - - \�\\\j\j\�%j\%//\\j\\j yq $��NG I �Ib (for otherstates)MINIMUM 3-INYH THICK D PROPOSED SANITARY RISER DIAGRAMOF PROPERLY LEVELED '� K II AND COMPACTED SAND III '� 800-2�2-��80 811 v INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. (FREE FROM ROCKS)OR PEA GRAVEL. III I �\ \\i/\\i/\\i/\\i/\`r,;`i/\`/ �i/\`i/\`i/\�i/\� GRAVITY SYSTEM By law,excavators and contractors working in For safety reasons,homeowners are strongly B.D.POOL 0 EL. 14.21'\\%/\%\\%\\%\\%\\%\�\\/\\j\\j -j\\;\\ %\� 5GALE:NONE the five boroughs of New York City and Nassau encouraged to call as well when planning any PAGE / / / / / / and Suffolk Counties on Lon must type of digging on their U U \ \///\\\/\\//\\\%/? /\\ %i\///\�//\///\///\\//j�8'D A\METER\\//�\//�\�% % \//�\/ \y/\\%\\%\\%//\ contact DigNet,1-800-272-4480 Island at least Homeowners can contact us directly at /\/ 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the 5.0' I 5.5' I I \\/\`�\\/m //\\//\\/\\�/\\//\\//\\//\\//\\//\\//\/\\//\\� NArivE �\//\\//\�/�/! OWNER CARE OF SAN. SYS: (excluding weekends and legal holidays)prior national call before you dig number.For Ir \ \ \ \ \ \ \ \ \ \/\//\i %�//\//\//\//. •FORMULARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR GARS OF to beginning any mechanized digging or excavation work completed on personal /\\�\\UNDISTURBED 501E /\\ \\/\\/\\ excavation work to ensure underground lines property,it is the contractor's //j�j�j /j/j ij�/\/j\�//\�//\�//�/j �/ /jam/jam/j�/j�//%//%�//�//\/j�XO�/ 5ANITARY GOMPONENT5. are marked.Excavators and contractors can responsibility--NOT the homeowner's-to HYDRO-ACTION WASTE WATER TREATMENT PLANT , / / , ,; ,;, ,/ ,,;, • PRIOR TO ANY FUTURE 51TE WORK ALWAYS EREGT GON5TRUGTION FENDING 8' BEYOND also submit locate requests online,through contact DigNet.Having utility lines marked \\ \\�\\NO GROUND WATER EL.10.1'PER TE5T HOLE.\\\ \\\\ \\�\ \\�\��\�\�\ (TIC.If you do not currently use(TIC,please prior to digging is free of charge. SP3 MODEL No. AIN600 (GRAVITY 5Y5TEM) / / / ; / /. THE PERIMETER OF THE WA5TE WATER TREATMENT UNIT TO PROTEGT THE GOMPONENTS call 1-800-524-7603 for more information. \/\\\\\6H\E5\EiPE\T czoUt�WATER EL 1\27\\\%/ VEHIGULAR DAMAGE. SCALE: NONE / // of 4 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: R PROFILE MOUNTABLE BERM (OPTIONAL) PPAIVEMENT 14 I/2 GAUGE W/MAX.6" MESH SPACING) " x o _ 3 $� 36" MIN. LENGTH FENCE POSTS EXISTING FILTER o 10' MAX. G. r0 G. DRIVEN MIN. 16' INTO GROUND. d J� - z — GROUND—/ CLOTH iv 50' MIN. Ln AN VIEW lo EXISTING z I -- 16" MIN.F FILTER sn in GROUND .v B/.v PERSPECTIVE VIEW 12 MIN. EXISTING o '� PAVEMENT CONSTRUCTION SPECIFICATIONS b� I. WOVEN WIRE FENCE TO BE FASTENED z SECURELY TO FENCE POSTS WITH WIRE TIES WOVEN WIRE FENCE (MIN. 14V2 `36' MIN. FENCE POST o LL OR STAPLES.P05T5 SHALL BE STEEL EITHER GAUGE W/ MAX. b' MESH f p 'T'OR U'TYPE OR HARDWOOD. CONSTRUCTION SPECIFICATIONS 2. FILTER CLOTH TO BE TO BE FASTENED SPAGIN6) W/FILTER CLOTH SECURELY TO WOVEN WIRE FENCE WITH TIES N I. STONE SIZE-USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID SECTION. Q oa R 2. LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A 51N6LE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE,121/2 GAUGE,6" X n o 3. THI0KNE5 -NOT LE55 THAN 51X(6) INGFE5. MAXIMUM MESH OPENING. FLON z UNDISTURBE 4. WIDTH- TWELVE 02) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCGUR5. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND g b TWENTY-FOU2(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPED BY 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. SIX INCHES AND FOLDED. FILTER CLOTH COMPAGTED 501L 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-CONSTRUCTION ENTRANGE5 SHALL BE PIPED SHALL BE EITHER FILTER X,MIRAFI IOOX, ACROSS THE ENTRANCE.IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. STABILINKA TI40N,OR APPROVED EQUAL. EMBED FILTER CLOTH 3 T. MAINTENANCE- THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRICATED UNITS SHALL BE 6EOFAB, A MIN. OF b" IN GROUND. "4' z ONTO PUBLIC RI644T5-OF44AY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO PUBLIC R16HT5-OF-WAY MU5T BE ENVIROFENCE,OR APPROVED EQUIVALENT. REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS 8. WHEN WASHING 15 REQUIRED,IT SHALL BE DONE ON A AREA 5TA51LIZED NTH STONE AND WHICH DRAJN5 INTO AN APPROVED NEEDED AND MATERIAL REMOVED MEN SEDIMENT TRAPPING DEVICE. 'BULGES'DEVELOP IN THE SILT FENCE. SECTION VIEW 4. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL 13E PROVIDED AFTER EACH 0.5. DEPARTMENT OF A6RIGULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE SILT NATURAL RESOURCES GONSERVATION SERVICE CONSTRUCTION NATURAL RE50URGE5 CONSERVATION 5ERVIGE NEW YORK 5TATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK 5TATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE SOIL $ WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L 8 WATER CONSERVATION COMMITTEE 2"X4" WOOD FRAME STAKE FINISHED GRADE ¢ Y X COMPACT FILL — _ r � m h DROP INLET 0 �, - - 1111-1�=III a 0 N 4 ELECTRICAL 5ERVIGE WITH GATE F1 1-1 =III =111 a 12 MIN ; MIN FRAME �o X, GABLE IN GONDUIT: T.O. CONDUIT 200 AMP (2" CONDUIT, MIN) �� N 320 AMP 0'2' CONDUIT, MIN) 71h BURIED FABRICPROP05ED GAS 5ERV. 400 AMP(4" CONDUIT,MIN) �_ELEV OF BOT. OF LINE WILL BE \- �, i DETERMINED BY SIZE OF SERVICE �— UTILITY PROVIDER 5UPPLIE5 GOMMUNIGATIDN I �j rn3 W m X (TV # TEL) �� — GATHER EXCESS < AT CORNERS X z LL UTILITY TRENCH DETAIL — -+ NOT TO 50ALE 7 WO � OE CONSTRUCTION SPECIFICATIONS L I.FILTER FABRIC SHALL HAVE AR E05 OF 40-85.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. Q 2.GUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE = O REINFORCED GONG. SLAB,6'X6"XIO"WWM NEXT STAKE. �D �J (USE GHAIR5) 3.5TAKE MATERIALS WILL BE STANDARD 2" x 4' NOW OR EQUIVALENT. METAL WITH A MINIMUM LENGTH OF 3 FEET. 4.SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 16 INCHES DEEP.SPANS 6REATER THAN 5 FEET MAY BE BRIDGED WITH THE U5E OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. a X, x" , ax X X �--�X d 5.FABRIC,SHALL BE EMBEDDED I FOOT MINIMUM BELOW 6RCUND AND BACKFILLED. IT SHALL BE SECURELY FASTENED To THE STAKES AND FRAME. 6.A 2' x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF TT-IE FABRIC,FOR OVER FLOW STABILITY. W U TYPICAL SLAB DETAIL MAXIMUM DRAINAGE AREA I ACRE � FOR GENERATOR AND AG EQUIPMENT U.5. DEPARTMENT OF A6RIGULTURE FILTER FABRIC SCALE: N.T.S. NATURAL RE50URGES,CONSERVATION SERVICE DROP INLET ENS' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION pF Ell, NEW YORK STATE 501L 8 WATER CONSERVATION COMMITTEE PROTECTION ,•� �Q�� r". 0P6 lu GGwww.dignetnycli.com ZN 'R Cjr� www.callll811.com (for other states) A ESSI0Nyq Not �OFP 800-272-4480 1 811 JEFFREY T. BUTLER, P.E. By law,excavators and contractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any Q and Suffolk Counties on Long Island must type of digging on their property. contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at o 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the = (excluding weekends and legal holidays)prior national call before you dig number.For to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's--to �lJ also submit locate requests online,through contact DigNet.Having utility lines marked U_ •j,\QK? IT IC.If you do not currently use ITIC,please prior to digging is free of charge. o call 1-800-524-7603 for more information. r z LU Q 4J-J s M z Q �r < < FZ•I W QC OL 7 W �--� F— O � QOM O V O L) 0 UO z a Lf1 LL. � oz � zM < C) C, v 1y0,, Q PAGE: iSP4 SGDHS REF. No. R-20-136q of 4 Glenn Goldsmith, 1, 'lent IQs SCO Town Hall Annex Michael J. Donnno „�� G� , 54375 Route 25 John M. Bredemeyer III y P.O.Box 1179 A.Nicholas Krupski 0 y Southold,NY 11971 Greg Williams Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD � , Date/Time: )/ 'j 4) Completed in field by: Il��w� En-Consultants on behalf of JANE G. WEILAND requests a Wetland Permit to demolish and remove existing cellar entrance and 60sq.ft. section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling, including 415sq.ft. second-floor dormer addition, 170sq.ft. second-story deck in place of portion of existing roofed-over porch, 60sq.ft. first floor addition beneath existing roofed-over porch, and 1,044sq.ft. one and two-story addition to south end of dwelling with attached 377sq.ft. raised patio and steps, 207sq.ft. deck, retaining wall, and 6'x9' roofed-over entry porch and steps with grade-level masonry path; maintain existing 5.6'x6.9' hot tub on roofed-over porch and 4'x6' outdoor shower on north side of house; install 500 gallon underground propane tank, underground utilities, and A/C unit on grade-level slab; remove existing septic system, install I/A sanitary system, and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean, "ratable" soil to be trucked in; install stormwater drainage system; install 6' high fencing along southerly property line; and establish and perpetually maintain a 10' wide, approximately 1,407sq.ft. non-turf buffer adjacent to top of bluff to be planted with native vegetation. Located: 6485 Nassau Point Road, Cutchogue. SCTM#: 1000-111-13-11 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: I 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: hada I A- I have read & acknowledged the foregoing Trustees comments: Agent/Owner: / Present were: l/ J. Bredemeyer 1""M. Domino -� G. Goldsmith ✓ N. Krupski V G. Williams Other SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. N 1000-111-13-11 SCALE" 1= 40' NOVIRIBER 20, 2012 FWRUARY 24 2020 MAY 1, 2020 (REVISIONS) LOT 44 SCTM# 1000-111-13-9 DWELLING PUBLIC WATER gi -o s !� vN LOT 45 SCTM# 1000-111-13-10 0 DWELLING TIMBER k INTERLOCKING PUBLIC WATER PVC PANEL RETAINING WALL L=-+E0 O. Cit10E' AY JT"�E e'N TW 8.3' AC PAP�� ON PAD UNITo.sN I I 1 1\\t�\�\\i TW 12.5' -38- 11�I\Z\ Bw s.o �n cp. ELEC. \ 5 w d 33 4 j 1\,N1\1\\ METER goW sE w 5.6 X 6.9 1 t 1 01\\ w \N O '8 ,20E 383 c HOT TUB 1\%%\\\\1 1 1 1 1 TW 12.4' Ws ELEC. N --T_FLAGSTONE `� TOP OF 1 1�j 11 1 1 1 1 1 1 1 m UNE'-'-- sem, i k DIRT 5.5 BLUFF I I I I l l l t l t BW 8.5 SCTM# 1000-111-13-05.3 EL=36.7' eeo- .c FR• GAa WALK OL,34? j 1 111 N N w= ---36-- 11!I.1! 'RSI DWELLING CMF --�` �p� CMAFKOUT 31 w t\��• 0° Jo m 5•� RAISED x Iw000 AI LANDING m PUBLIC WATER ( p8'N 18• 138 c PATIO NI Z 34.4'3.4' GATE 11 1 I 1 N 1 lot 1 m EL 36.1' ____ x 1 Itt 1.-1 n W -� 'F °t 1i.o' 09a t^ `R/0 PORCH '34-- c"41 int 11°x°11 BW 8.2TW 5. - 1 WATER 1 METER /�� G\`ae /`r" -��--- - _ �' IQN1 1 INl ii l n ro i I ' PY �30� day +29.2' � it � I 1II � 1N fj ONE OR11rEN �\� .4'�� x 1 1 1 1 1 1 It i LT 46 +290 I �-� i i I TIMBER do INTERLOCKING PVC +--- AN- \ PANEL BULKHEAD.1\\ ALONG BULKHEAD MHWM SOUTHOLD TOWN LOT COVERAGE 9�"-1---- \ 1 1 BUILDABLE LAND AREA-36, q. ( 1 1 "" 28 _ �\ 1` m xl i it i i i BW s a4 702 s ft. AREA , " r \ I I I r r r r Tw 8.3' LANDWARD TDP OF BLUFF = 36,702 SO.FT.) N ` -- �\ --30-� 1 1 1 i r r ^� TOP OF III I r w HOUSE =1,372 sq.ft. N. �, _---26 --- \ 1 $79 p� !< i �/ .�-- r � �Q•� 4'l \ BLUFF 1 I 1 1 1 PORCH = 438 sq.ft. G 0 \\ \� �� 1 0 01 I� R 88.24 RAISED PA 770 = 87 sq.ft. 0/� A �'" \ _ iE`_y.0'11 I c► sT � GARAGE = 379 sq.ft. LOT 133 _ sq.ft 2,276/36,702 = 6.2.`c' '� _ 24--------\ TEST HOLE DATA SCTM# 1000-111-12-05.2 McDONALD GEOSCIENCE DWELLING 1/09/2020 PUBLIC WATER i c1� i 1 \9k- EL 27.1' BROWN LOAM OL 0.5 I / BROWN CLAYEY O 4'SAND SC LOT 132 EL=26.1' / EL 26.4 PIPE PALE BROWN FINE FND SAND SP / LOT 48 17' SCTM# 1000-111-15-07 NOTE. NO WATER ENCOUN7ERED WUNNEWETA RD. PUBLIC DWELLINGWATER ELEVA77ONS REFERENCED TO NAVD 88 KEY 231. = REBAR = WELL A = STAKE ®WELL = TEST HOLE LOT 131 ' ® = PIPE SCTM# 1 DWELLING 15-06 Nov 3 U �'..� I WELL O LOT 48 L= MONUMENT = WETLAND FLAG SCTM# 1 DWELLING 15-08.1 l cCU = UTILITY POLE PUBLIC WATER TW 12.5' = TOP OF WALL o Bw 8.2' = BOT OF WALL ns -: ,� OF NEIL LOT 130 $ C@' O SCTM# 1000-111-15-5.1 ,>,�T' Ec', LOT NUMBERS REFER TO 'AMENDED MAP A OF NASSAU DWELLING POINT' FILED IN THE SUFFOLK COUNTY CLERKS OFFICE PUBLIC WATER ON AUGUST 16, 1992 AS FILE NO. 156. " ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY ISA WOLA77ON OF SEC71ON 7209 OF 7HE NEW YORK STA 7E AREA-52,413 SCS. FT. EDUCA77ON LAW. EXCEPT AS PER SECTION N.Y. : C. NO. 49618 7209-SUBDIVISION 2. ALL CER77f7CAT70NS HEREON ARE TO 11E UNES VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID (651) C -5020ORSy P.C. MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE (631) OX 90920 FAX (631) 765-1797 P.O. BOX 909 SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 12JO THO�V N y 11971 T1,`�--,273 SURVEY OF PROPERTY AT NASSAU POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. N 1000-111 13 n SCAM i'- 40' NOVafBER 20, 2012 FEBRUARY 24 2020 MAY 1, 2020 (REVISIONS) LOT 44 SCTM# 1000-111-13-9 DWEWNG PUBUC WATER pN LOT 45 SCTM# 1000-111-13-10 DWELLING TIMBER do INTERLOCKING PUBUC WATER PVC PANEL RETAINING WALL DECK •EI-s3$4 �1.E 'PAVER . 8 P /VI/SKW�Y AC UNIT*19L 6N N\\\ 7W 12.5' OUT ON PAD o.eN 11 1\\�� \�\mt BW 9.0 SV' 38- 1111!&1 \ ELEC. \E5 d 334 �111�` Qwl: METER Row STq+E WNJ 5.6 X 6.9 11;q1 1 11 0,111 1 1 O ELEC. N78 2 -r_FIAGSTONE HOT rue i�,l%i t i,w� TW 12.4' m UNE 5 :i do DIRT , a5 TOP OF BLUFF 1*1 I 1 11111 1 BW 8.5 SCTM# 1000-111-13-05.3 EL=36.7' ee0' GA8 . WALK a 4 TI N x� 1 1 j 1 111 b t3. _ 11 111 CP Ia32 N �, N N to `'36 1111 1 . p1RSI LANDING DWEWNG CMF --�` MARKOUT tet W \, o In 5. RAISED x IwbbO m pAno PUBLIC WATER ae� - _ _ 6 o c EL 36.1' ca+� __-34.4'3.4' GATE x Imp m W _ °� t7.d m o - 1 1 1 N 11,01 1 TW 12.5' C1 �� s.a' R/0 PORCH -34-- MI !NI 11-11WATER 0111 13W 8.2' METER �� G�R� W dt _ .01 ` I`V 1 I N I I 1 0 YIi - - � �� oKl�i 1 1111 -��_ �'32--�� 1 ►I I i 1 I 1 1 ...� � �, �P� ,30_ - �� +29.2' �; till III �I SONE OR _-�„� `Q"( � \ M 1 j I�.i1 I ' TIMBER do INTERLOCKING PVC +28.3' -� t 1�Ij;��j 1 l; PANEL BULKHEAD. MHWM SOUTHOLD TOWN LOT COVERAGE 2 f z1a .-' /°"off' _ fiI-1----- y �' ,1 1 i 1 1 1 ALONG BULKHEAD __ ��' � m t 1 1 1 1 TW 12.4' BW 8.8 BUILDABLE LAND AREA-36,702 sq.ft. (AREA ` _ ��'-- 28 - \`\ \\ __� i I i 1 i rw 8.3' LANDWARD TOP OF BLUFF - 36,702 SO.FT.) N - \ I I I tM� ,_ \ 30 IIIIIII � �� TOP OF 1 I I 1 1 w HOUSE =1,372 sq.ft. N , �'�"' 26 ---- �� Lpt 47 \\ BLUFF 1 III 11I\ �g'38'�W PORCH = 438 sq.ft. G m - - - \\ \\`_ .Ze, 1 1101► 88.24 RAISED PA710 = 87 sq.ft. m � i- \ _ //�<2�d 1►& STN GARAGE - 379 sq.ft. LOT 133 �� -A 1\ - 2,77B sq.ft %\ 2,276/36,702 = 6.2X '� TEST HOLE DATA SCTM# 1000-111-12-05.2 y ` ��" ;1 McDONALD GEOSCIENCE DWEWNG \ 1 1/09/2020 PUBUC WATER EL. 27.1 BROWN LOAM OL - 0.5' BROWN CLAYEY Q 4 SAND SC LOT 132 EL 2s.a' =26.1' PIPE / PALE BROWN FINE FND SAND SP / / LOT 48 17' SCTM# 1000-111-15-07 NOTE. NO WATER ENCOUNTEREDW _ DWEWNG ANNE E7q RD. PUBUC WATER ELEVATIONS REFERENCED TO NAVD 88 KEY 231. 0 = REBAR ® = WELL A = STAKE ' = TEST HOLE LOT 131 WELL ® = PIPE SCTM# 1000-111-15-06 i NOV 3 p DWEWNG /020 1 = MONUMENT W Ei LOT 48 = WL'7LAND FLAG SCTM# 1000-111-15-08.1 DWEW NG ------_._ = U77UTY POLE PUBUC WATER - -- TW 12.5' = TOP OF WALL c BW 8.2 = BOT OF WALL N 'r,OF N17,k, LOT 130 T O SCTM# 1000-111-15-5.1 ,� i LOT NUMBERS REFER TO 'AMENDED MAP A OF NASSAU DWEWNG '> ,r•. 7, POINT' FILED IN THE SUFFOLK COUNTY CLERKS OFFICE PUBUC WATER �;,,';'•-�,.�, >,;:. , ,:.. .: .� ON AUGUST 16, 1992 AS f1LE NO. 156. ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF 7HE NEW YORK STATE AREA-52413 SCS. FT. EDUCATION LAW. EXCEPT AS PER SEC770NTO TIE LII�[cS Y. . C. NO. 49618 7209-SUBDI14SION 2. ALL CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID (631) 20 FAX (631) 765-1797 P.O. BOXOX 909 MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE PECONiC_ URVEYARS, P.C. WHOSE SIGNATURE APPEARS HEREON. 909 1230 TRAVELER MY 11971 11971 T[12-273 S 51TE PLAN BASED ON ORIGINAL- 5URVEY BY: n � PEGONIG SURVEYORS, P.G. PROPOSED I AND 2 511 ADDITION5 TO EXI5TIN6 11/2 5TY FRAME DWELLING s P.O.BOX 404 73 EXISTING 3 BTHOL1411 EORM 01 MOOIFIGATIONS TO EX OWLG: PROP05FD: b BEDROOM n 1230 TRAVELER STREET 5OUD,N.Y.1not PHONE: (631)165-5020,FAX(631)"165-1141 TO BE MODIFIED •NEN REAR DORMER ADDITION FTPRNT: ±1,044 SQ.FT. rn SURVEY CREATED: NOVEMBER 20,2012 EXISTING FOOTPRINT: ±1,40`75Q.FT. •NEW UPPER LVL DECK TL PROP. FT PRNT: ±2,451 50.FT. o � N LAST UPDATED. MAY I,2020 •ADDITION TO 15t FL,60 5aFT. •REMOVAL FROM Ist FL,60 SQFT. (BASEMENT BELOW ADDIlIOW EXISTING TIMBER AND EX,pEGK < Q SURVEYORS NOTES: �- z k INTERLOCKING,P\/6 PANEL 0 V Q • LOT NUMBERS REFER TO 'AMENDED MAP A OF NASSAU POINT" PROPOSED AG UNIT ON P.G. SLAB, BULKHEAD C BOTTOM OF BLUFF _TW 8,3' U Q FILED IN THE SUFFOLK COUNTY CLERK5 OFFICE ON AU6U5T Ib, 1442 A5 FILE N0.156. SEE SLAB DTL,DW6 5P4 - • ELEVATIONS REFER TO NAVD88 �O EX15TING NEIOHBORINC HALL, EL=38. '� 36 z Q z PROPOSED TW 12.5' NO WELLS WITHIN U/G 500 GAL L.P. PROPANE TANK SOUTH OF EX. EVERGREENS EX FENCE /x� 1 22 \\ y� EX. AG Uldl T ON PAD � �'"�-- �O \ � 14 � � 150'OF PROPERTY MAINTAIN ALL REQUIRED SEPARATION f 11� 35 +* �1 1 1 \24 \\\ Ew ao' o DISTANCES PER NPFA 58,LOCAL Ex. FLAC75TONE ^� +33' + * ++ 1 \ Ib t I y APPROVED CODES,REISULATION5 AND \ AND DIRT WALK = - - + + 1 1 \ 26 \ 19 x �] PROPOSED NEW GENERATOR THE AUTHORITIES HAVING JIJRI5DIGTION. _ s EX HOT TUB + + \ \ \ \ SEE ARCH FOR ADDITIONAL �� VL pP� O v'- \. + 1 1 1 28 O O Q- EX.RON OF EVERGP.EENS r' �x� ' =- '�< R5 , x 15.6'x6.4'ON POtZGH 2O ` 1 SGTr1 000-51-13-IO ` EX. ELEC. �✓ _- s EY ��XI,� LOT _ x \ R - PROP.UPPED STY I ORMER` 30\ 1 \ INFORMATION ID 1 I A zo RE r - a _ DwELLIN , / ^METER - I.0' \ �I x AD DI 415 SQFT. r ...•.•:.•: r 0o EX. ELEC. _r--�., _-,-' =`--\ �_ Z� �XMIN x � �Efi.IdRJ( R 3 .:.�..•.:.••.•:•• II � � d � PUBLIC <rI,aTER --�.; _ -� ..:.:.:.....:.•.• PROP.UPPER LVL DEUC 1 32 1 �' � Q :544• LINE _ �� i �x -10' hN1 :.• m 1 I I 1 Tn S 4 :n EXI. I`I.f�C::::::.:: \0• x x IN PLACE OF EX.ROOFED 34 » ...-. I o� E � �� EX. I STY f 0-o� o � OVER PORCH, sa.FT. 1 Z �r T ��- zo - I I/2 51':F :: 1 1 N�8 30 � <�_ m 10'NIN EXIST - 6 X15TING - FR. GARAGE �,= T 3 6 DWE :t :::::: SLATE " +++++ Tw 4' LOCATION MAP• o s 0 cl�Pi� °` �- x x-x (NO WORK) ti (TO BE MC G?}. 1E1?): o PArlo 3 + 1 I I 1 I B !8.5' E ' O r� c� O / lO'MM o yIOGD 0 /� 6F=32.8' EX UG ? PATIO ., FF=37,x';:; '! x ++++ ' LANDII Ir (� NOT TO SCALE Q + PWlP �n71 1st FL ADDITIO 5CTI1u 10o�-III-13-05.3 EL 7' EX 34 ��F/G (� Tp \ (NO WORK) �.: #A + tiXy1C Y, r C) S o $ b OI TELLING � GI E / LOT 46 f Q; -. tF�� ON. Rp N \ ro REMAIN f1 BEIEATH Ex PORCH Z PROPOSED EL _5b I' / 4 M i. ::::::.<. 6o56LF rn Q ;PPR \ FUBLIG HATE? � � �PROP05ED +/� � � PROP. 22 o 13 C' NOTE: �: ::". 1 , 34.4' EX.c�p + � � , I �-+ INNOVATIVE AND ALTERNATIVE ON-SITE 3 a FR0510N CONTROL MEA5URE• � ROOF®OVER ,� J SEE DEMO PLAN ENTRY PORCH w .9 FOR REMOVALS `' +++ I WASTEWATER TREATMENT SITE PLAN �� 14 o PROVIDE SILT FENCE BARRIER + X32 Ex15rIN0 WgTEF 5ERVI�F LINE 5TE-P5,(54 SQFT.) �' I I x SITUATE AT: \o INSTALL PER DETAIL,SEE 5P4-----_._yam / y� 1?r- 23 3' 2 rj'�� + + \ 70 REMAIN(VERIFY I" VICE - 1 30,Q `9 q 2L �. 5 N ADDITION I -F��I�'L Vlllti � � � �� 9. N 1 ++++°� 3� � 1 I4 1 116 rn ��- 6485 NASSAU POINT ROAD GUTGHOGUE NY ZONING DISTRICT. R40 "1„0 cE}2V1GEy ADDITIONAL _ PF=3,.0,2015Q.FT. + + I I I I �� 3 Ex. HATER Zo R��P'la(JET li W 1 PERVIOUS GRAVEL PARKING 1�3 AREA! -� 6 o w 1 + ' 26 7 FLOOD ZONE: 'X' 18 TOWN OF SOUTHOLD DATUM: NAVD88 f 3n SOFT. + x1+ I I I SUFFOLK COUNTY,NEW YORK z METER To ` W _ ,�� ; AND MANEUVERING AREA _ �' ti to•o + I I 20 I TW I2`' 1 .� 5GTM NO.: 1000-III-13-11 \ ? REMAIN ADS i �x� AREA: 1142 SQ.FT. PROPOSED a, OJT- '' O \ + +o° 28 BW 8.2' / Y_ AREA: ENTRY PATHS 3 w. 30'0 PRGPOSEDx - 32-_ + � I -P �' w �x PXp�� - , \ , _ , _ I z RAISED 1 Imo' \ APPLICANT /OWNER: JANE WETLAND n� Va 32' X-X� ��Q� ��- 11G 212't 21 G�� TYr(�'� PATIO X +++�` I I I I 1 I � � I (J, �1 - C Dr \ev , �' �, 00 ADDITION .n 102' *n° Oo prGRJ` \F i 30 / OY- FF=31.0',83 ' (\5Q•FTJ ' +* �*I I I I I I rn - WETLAND AREA = SITE DATA: �� (SD / v ��p� x28., o; 1 + --"I 1 x 6,432 SQ.FT.(0.141,AG) TOTAL LOT AREA: PROPOSED o x V:` �� 0 �.s; - � = �0 / y ��J ETU �3q• � IIT � x t45' + + I � 52,413 SQ.FT. (1.032 AG) TO TIE LINES EROSION CONTROL MEASURE: _ AREA SEAWARD OF AREA SEAWARD OF T.O. BLUFF: 15211 SQ.FT. (03601 AG) TO TIE LINE �- + PROVIDE A STABILIZED \ 3 0 Op EXF DP T H SO 30 x + + + o I 1 1 , 1 TOP OF BLUFF = 15,111 SOFT. - CONSTRUCTION ENTRANCE, � � x5 e��o� � % -�0�� 2l,lk �' ROP. WD DECK � + + � I } 'V1 BUILDABLE LAND: 36702 SQ.FT. (OS42b AG) INSTALL PER DETAIL,SEE DWG SP4 �' - 28.1 -y + + o / � � X � � ! (0.3601 AG) (BUILDABLE LAND - LOT AREA - AREA SEAWARD OF BLUFF) cf f l�'''11'`(!� CI1(&.!�hJG 15.h`li x --/ RG,..®3683' + + 7q X + + r EXISTING TIMBER AND ��`�/�. - _ (20,SQ.FT� �X� I I I I J WETLAND AREA: 6,432 90-FT. (0.14 -I AG) TIE LINE TO MHWM PROPOSED \ X_X�x_.� 6 �j� \+ , P �X X X + + + T 1 INTERLOCKING PVG PANEL 800-272-448(3 1 811 STORM DRAINAGE LEACHING SYS. x- v jA \�STo�Q x�I l - ER�x--X + + ° BULKHEAD,MHWM ALONG m com LP.(SEE DW6 SPI FOR /� Q + / \ as PROP•5\- N 6 X X \ OF 6 ) **+ I f 1 TW 12 4' BULKHEAD LOT COVERAGE: m I I I AREA: www.dignetnycli. STORM DRAINAGE GALL.AND \ / / F I ,X TOP + +° iBW g g' EX. DWELLIN6 1,407 5Q.FT. O o(four ovtherlst states)m STRUCTURE DETAIL AND REO hMTS) / � /4 \38 q� FF�p X\a. -�' �2 ,�D X 100 (0,�5ET a ++++ ` ' ' T!-�B3' EX. REAR R/0 PORCH 438 SQ.FT. ') -fes EX. FRONT ENTRY PATIO 192 SQ.FT. t- PROPOSED y /� `� Q��/� _ sFFo Fa T�1 ,O�"w _��_ EX. GARAGE 3�q SQ.FT. B law,excavators and contractors workingin Cn � / - the five boroughs of New York City and Nassau N EROSION CONTROL MEASURE: �/ 1-1 o RFiF x�r \ r��M k 28 + + S-79-31B PROVIDE FLUSH INLET PROTECTION 0 + s �� r PROPOSED I Ex. EX. OUTDOOR SHOWER 24 SOET.and Suffolk Counties on Long Island must LOT 1„3 J / �4 \ \ / \ 1 14 DECK 86.24 TL. EX. LOT 6OVERA6E: 2,440 SQ.FT. a-'( V m contact DigNet,1-800-272-4480 or 811,at least # IN5TALL PER DETAIL SEE DWG SP4 '` ' �� :: STORM DRAINAGE LEACHING 5Y5. aCTM 1000-III-12-052 6 iX EL= 48 hours but no more than al working days �,� ,�D:::: (excluding weekends and legal holidays)prior DWELLING \ 8'�XI4'L.D.L.P.(SEE DW6 SPI FOR STORM �� 2T0' v6 26 + �� ? I DRAINAGE GALG. AND STRUCTURE DETAIL /_ rG ` 120 S1P.IR5 P/O EX. DWLG TO BE REMOVED -60 50.FT. to beginning any mechanized digging or PUBLIC WATER \a 6 j�OGK excavation work to ensure underground lines V9 �k AND REQUIREMENTS) /� \. NE16N50RIN6 - PROP. ADDITION BENEATH EX. PORCH ROOF O SQ.FT. w m X are marked.Excavators and contractors can NO WELLS HTHIN PROPOSED UNDERGRNO �6 '` / o \ EX. PROP. I AND 2 5TY BLD6 ADDITIONS 1044 50.FT. 'Q also submit locate requests online,through 150'OF PROPERTY 28\ POWER AND GOMM, LINES /,� FOC ITIC.If you do not currently use ITIC,please 2� j P�1N PROP. RFb OVR FRONT ENTRY PORCH W/STEPS 54 SQ.FT. Z LL call 1-800-524-7603 for more information. INSTALL IN COMMON UTILITY TRENCH / '1JQ EX15�1110 XO Z 2 (5EE TREJGII DETAIL,THIS DWG) f _ / �GJ• PROP. REAR DECK 371 SET. For safetyreasons,homeowners are strongly � PROP. REAR PATIO 3-T-I SQ.FT. g y C3\ / PROPOSED All ON-SITE ` Z i NET PROP05ED LOT COVERAGE: 1,622 5Q.FT. O encouraged to call as well when planning any LOT 132 type of digging on their property.Homeowners 0 ` SANITARY TREATMENT SYS. / PROPOSED NON-TURF BUFFER S can contact us directly at 1-800-272-4480 or by PROPOSED O 2 'FOR ADDITIONAL INFO SEE DWG 5P2 G� � �� TL EX. AND PROPOSED LOT COVERAGE: 4,0152 5Q.FT. (II.01590 LU � calling 811,the national call before you dig Q.. / ' :�\ / \ 10 WIDE(1 ,40,SQ.FT) TO BE pCL number.For excavation work completed on POWER AND COMMUNICATION / I FOR SANITARY DETAILS SEE DWG SP3 ' Q��O VEGETATED WITH NATIVE PLANTIN65 O personal property,it is the contractor's TAP POLE FOR CONNECTION TO POWER �/� responsibility--NOT the homeowner's--to AND COMMUNICATION SERVICE-5,RUN �„ �� I PROPOSED RETAINING WALL Qt"/ \ 1 �>Ii = O contact DigNet.Having utility lines marked prior UNDER 6ROUND LINES IN COMMON TRENCHt n / I NOT INTENDED TO RETAIN SEWAGE,MINIMUM 20 to digging is free of charge. PER PROVIDER'S REQUIREMENTS � V � Z 7 SEPARATION FROM SANITARY LEACHING GOMPONENTS, // � NO VELL5 WITHIN F•J••{ m r n \ 1 5EE ARGHITEGT FOR INFO.AND DE516N REQUIREMENTS // ` `Q I �� 150'OF PROPERTY G� PROP05ED AREA OF D15TURBA LOT 47NGE ±I rzI 8p28 sq.Ft (0.4134 ac-) •tJ.1 r" 21.r ��U��P � PF � PURCHASED MATERIAL EXCAVATION AND FILL QUANTITIES! �OC, PS PROPOSED SITE PLAN APPROXIMATELY 126 CU,Y`I OF EXCAVATED SOIL SHALL BE USED FOR ENGINEER: FILV6RADIN6 OF PROP058D SANITARY SYSTEM(APART FROM LF-AGHIN6 COLLARS). PURCI•-IA5E AN ESTIMATED #56 CU.Y05 OF RATEABLE SOIL(5P OR 5W BY A5TM Px� TIMBER d INTERLOCKING PVG PANEL T N ARD BOFOR TI PRRO 5EE OF PROVIDING, AND ORM WATER SYSTEMS BULKHEAD @ BOTTOM OF BLUFF 20 10 0 20 40 b0 • EL 26.4' \,\N� / GRAPHIC SCALE I = 20-0 344 OBS Tr mM I \ EL-26.1' \ EX.AG UNIT Ex N Bl EL.21.1' 0.0'd GRADE w PIPE LtxATION ON PAD EX•FEN �Y a d O O Flip �/ OF EXI5TIN6 SANITARY -✓ - 33 �11 ,�N �\9 Brown loan(OL) 3493 LOT 45 SYSTEM TO BE ABANDONED \ a_ �- 9 _ 0 CCi FOR MORE INFO SEE DWG 5P2 X REEII`� `-- + 3' \ !N \� = EL.26.6' O 5' scTrl:lnoo-lu-3-10 of 'Lvti� _ � �� N\\\ C OFESSIONP� \ 1 ROW y50N51�11 `p , Brow clayey sand(5G) TE5T HOLE DwELUN Ex.ELEG. tiX• y EX 1 X111 1 ` EL.23.1' - 4.0' PERFORMED ON: 0I-09-2020 BLIJEFFREY T. BUTLER, P.E. oR / PUC NA-ER METER �'� 0 1c� I �j1 III PERFORMED BY, McDONALD 6E05GIENGE VIER TOP of s `, Brown Fine Sand » - p •.� w 5H0 5 4' � BLUFF� 1"' � I � � NO GROUNDWATER ENC.OUNTERH7 e EL. 10.1 0 L01 48 ')$� 6'2� EX FR.` 1 I, EX15T1N6 F \ 1 I ` \ N 3 �F h t, GARAGE US I I/2 STY �� 10 36 1 1 1 (�) O 5GTI I# 1000-III-15-01 EL-36.1' pti1PU 10 EX.GP 6F=32.8' ro FR O LG, -WUNNEWETA GMF ' IFN (TO BEX_ �. 10.1 11.0_ MODIFIED) o PUULIG HATER PROPERTY LINE EXISTING GONGRETE Upe TO BE REMOVFJ7_32- �pF.ui IGKT� 344' 3.4'GATE rJ EX 13 b' FF=3iA' v AND ELY�E DF DRIVE3�IAY TO BE RB�IORK®, - a5 ' I I O ROAD _ . . _ . . - . . _ EL 36.1' _PRINCIPLE YO 5ETBAGK 5EE±'ROP.511E FLAN',DW6 5P� w w Ex.JVR SERV 70 r 0 o - m - sq _ m _` REMPIIs w �, w REMAIN w 30 o w / L PROP SANITARY PIPE -56 95 EX.NATER SO 1 / l I I N O V METER TO 0• Rp.O\t15 pRlvP IDEMOL15HED OBJECT(TBR) ------------ REMWAMIIZIFROf I PARTIAL B L1 - 32 mo I 1 UJ I� PROP.5TORM DRAINAGE PIPE w,^ i d iR� i j l * I I s' 1 !j O DEMOLITION 242' 3/ tJ; -�� -�- \I •AREA TO BE REMOVED =60 5Q.FT. LOT 131 PROP U/6 HATER SERVICE w W a 1 I P;�U 3 2020 i + I- - pERv10U9 ��30 •CELLAR ENTRANCE TO BE REMOVED I� ^� < I 5(LTM# 1000-III-I5-OFA s _ ( (L � i�---i�-EX.DRIVEWAY TO BE REWORKED .� 111 I L _.__-_._._ __.-----_ J�J I DwEI_LINc HELL 231' p EXISTING WATER MAIN w y �, / SEE 'PROP.51TE PLAN',DWG SPI «las' ` -r I } ` 1 r4i � e) O Q < EX15TIM OVERHEAD UTILITY LINE: -; - - \ 11 TH o III ___...__ LU O x � QZ O _ � - 24'Q CAST IRON COVER FLDGKHART � m� LOT 46 '�� • ••• 21•' - PROP.U/G f3EG1RIGAVGOMMUNIGATION � -p c� 'n \ \ I I I I_FGUNDRY COMPANY PATTERN NO.61128 SERVICE LINES: E E E 3 v, \ OR EQUAL(ADJU5T TO FINISH 6RADE) % (n EXISTING CONTOURS -30 ' 2� Q N O # O FINAL GRADE DRAINAGE STRUCTURE= NOTE=S, SEPARATION DISTANCE REQUIREMENTS \�� / � d � - � ..• •TO 13E REWORKED STORM DRAINAGE CALCULATION: W (X Q- � >` N /.... AST GONG PROPOSED SANITARY SYSTEM: HYDRO-ACTION 1 •SEE PROPOSED 511E ~ - \ jll 24" 1. LEACAN6 POOLS SHALL BE PREC FOR 5TORMWATER LEAGHIN6 STRLCTURE5 AA OWTS Fr 3 GEMENT STRUGTIJIRES A5 MANUFACTURER BY 0 COVER TO 6RADE F�AGI, N_ _�,,„��/ '�..........1r............" PLANS,DWG SPI AND SP2 VOLUME=AREA x RAINFALL x WEFFIGIE NT - AND PIPING(RESIDENTIAL): "_./O RAINFALL = 2' =0.161' �L �_ �,> SUFFOLK PRECAST INC.OR EQUIVALENT. COVER E�D'I GRADE II "' - \ O b"PIPE DIA.MIN. ` ' j `� �' �s, ti�=2�0 `` COEFFICIENT OF ROOF PATIO DECK AND GRAVE_DRIVE = IA l) J O �� SHOP DRAHNC75 SHALL BE SUBMITTED TO THE HORIZONTAL SEPARATION DISTANCES II t0 � � ' ' II , ISK MIN.(AS READ) � \•'' f�� _�Y1 / Wim' _ EXISTING UTILITY POLE 70 BE REMOVED 1 Q'1 Q x y 1 TOWN ENGINEER FOR APPROVAL FOR STORM DRAIK46E LEACHING POOLS, LEACHING` EXPANS/ON 11 0 � r PER UTILITY PROVIDERS REQUIREMENTS / u- O PIPE I x < y ? -v 2. ALL CONG CEMENT USED IN THE PROPERTY LINE =5'MINIMUM POOL POOL EXISTING SPOT ELEV. x6 O �r� �� \ o AREA: O I,_ N O . X � I - I I rn \��G/2'j5 EX15TING,OHLG t PROP. 1st AND 2nd STY BLDG ADDITIONS = 2A88 5QFT. Z HIGH DENSITY I. MANIFACIIJRING OF PRECAST 511RUGT.SHALL BUILDINGS WITH GIiIAR = 10 MINIMUM l LP ` 1 EXP EX15TING CONTOUR ti PROP.ROOFED OVER FRONT ENTRY PORCH = 54 SQ.FT. POLYETHI'LENE A)PEJ 1 DEVELOP A MIN WMWE551VE 5TREW7TH OF BUILDINGS ON SLAB =5 MINIMUM = :I ' ;' I. H-20 8 THK TRAFFIC f TO BE REWORKED: 0 �� Zv PROP.REAR DECK = 20,SOFT. a u- 4G�PAI.IN 28 DAYS. WATER SERVICE LINEA-ATERAL5/MAIN5 = 10'MIN. \ � 4 � - ( 0 SIZES, X BEARING SLAB i _ - i D ` PROP.REAR RATS®PATIO = TT FT d) O ROOF LDR CONN= �` y 3. ALL DRAINAGE 5TRUGT"s SHALL BE PLACED UNDERGROUND UTILITIES = 5'MINMUhi / N p O P Z b I C� NET PROPOSED = 3,526 SOFT. b'0 MIN 1 x •� IN AGGEPTAI3LE LEACHING 501L5(SP OR 5W), SANITARY SEPTIC TANK = 20'MINIMUM TEST HOLE ' i Y EXI5TING CONTOUR: WRAP WITH bot.(MIN) IN THE EVENT POOR LEACHING MATERIAL IS SANITARY LEAGHIN6 POOL= 20 MINII�JM 1 f PROP. ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKIN6 AREA= IJ42 SQ.FT. ENCOUNTERED,EXCAVATION 15 TO BE PUMP STATION=20'MINIMUM -� NONWOVBd 6EOTEXTILE FINISFED FLOOR E.EV FFL.EL= `6 L I CONTINUED TO SUITABLE MATERIAL AND BACK MANHOLE= 20 MINIMUM �. �0 O -7 (FILTER FABRIC) K ` ` m v I � FILLED A5 DETAILED. PRIVATE WELLS=50 MINIMUM GARAGE FLOOR E LE V 6FLFL. = PROP.CONTOUR: �,, C� / V� PROPOSED BUILDING ADDITIONS, PORCH. DECK AND PATIO AREA: 4.115E 15'DIA GORRU6ATE0 HIGH DE 1451TY RETAINING,WALLS = 10'MINIMUM W \ 3,526 SF.x O.Ibl x 1.0 = 58884 GU.FT. ALL WALL SECTIONS 4 8 I I G / O 3'MIN I 1' 3'ESN TOPS SHALL BE SET IN POLYETHYLENE(HOPE)HEAVY DUTY PIPE Rla 570RA6E TANKS(BROW GROUND) = 20'MIN FASTING UTiLI1Y POLE �> DwELUN� i 5TORA6E VOLUME REQUIRED = 584 CU.FT. N A BED OF MORTAR FOR INTERCONNECTION OF ON-SITE STORM PROP.SPOT ELEV.:�(8.0 PUBLIC WATER rn USE, I -8'mxl4'LIQ.DP.LEAGHIN6 POOL WATER LEAGHIN6 POOLS HORIZONTAL SEPARATION DISTANCES FOR STORM v LOT 132 O I LOT 4/ F STORAGE VOLUME PROVIDED = 541 GUFT. PAGE. USE b"5OR 35 TO CONNECT DOM5FOUT5 TO DRAINAGE NON-LEAGHIN6 STRUCTURES, 5GTMb :Z I8'DLAMETER SELECT 6RANULAR SOIL DRAINAGE SYSTEM A5 SHOWN. PITa AT WATER.5ERVICE LINE5A_ATERA•L5/MAIN5 =Y MIN PROP05�STORM DRAINAGE STRUCTURES oco-ul 12 os 2 Q ' I _ \\�\._ QQ "/ PROP05ED ADDITIONAL PERVIOUS GRAVEL DRIVE/PARKING AREA: Z 1 m EXCAVATION AND BACKFILL WITH ACCEPTABLE BACKFILL FOR PERIPHERY I/8'PER FOOT MIN.IN DIRECTION OF UNDERGROUND UTILITIES =T MINIMUM STORMWATER LEAGHIN6 POOL 'SD� \ 6 26 -� PARTIAL SITE PLAN - DEMO 1,142 5F.x O.Ib,x I.0 = 190.11 GUFT. LC i LEACHING MATERIAL(SEE N01�►5) AND BOTTOM LEACHING LEACHING FOOLS,PROVIDE BOOT 56 Cj STORAGE VOLUME REQUIRED - 141 GJ.FT. LU 6ROUN D WAFER (5EE NOTE#5) CONNECTION TO DOWlSPOJT. VERTICAL SEPARATION DISTANCES FOR STORM (SEE DWG.FOR COVER REGI MTS) \\ \ G P A. HDPE PIPE SPECIFICATION(AA5HTO M-294) DRAINAGE LINES v STORAGE VOLUME PROVIDED = 253 GUFT USE: I - E VO LIQ. E LEACHING POOL B. INSTALL'N OF HDPE SPEC.(ASTM 0-2321) WATER SERVICE LINES= 18'MINIMUM 0 OPEN COVER TO GRADE � to STORMWATER LEACHING POOL TYP DTL G.WATER-TIGHT JOINT TESTING SPEC.(ASTM SANITARY WASTE LINES= IB"MINIMUM spi O SOLID COVER TO GRADE EL=26.1' / Q EI�h.4' FIRE 30 15 0 30 60 q0 TL CONTAINMENT VOLUME REQUIRED: ,80 G1.FT. D-3212) SOLID COVER BLOW GRADE FND �� TL CONTAINMENT VOLUME PROVIDED: 844 GU.FT. NOT TO SCALE D.GASKET 5PEOFI(ATION(ASTM F-47) 6RAPH16 56ALE 1� _ 30'-0' SEF STORM WATER LEALHING POOL DETAIL,THIS DW6 • of 4 � Y O ABANDONMENT BY REMOVAL: A SANITARY SI rE PLAN EX15L SYSTEM TO BE ABANDONED BY REMOVING LEGEND: a ALL RE5I01JAL SEWAGE WASTES BY A LICENSED 3 S WASTE HAULER REMOVING THE ENTIRE 5TR11GTURE(5), PROPERTY LINE PROP05M SANITARY SYSTEM: HYDRO-AGTION O EXISTING CONDITIONS TIVEEFBUL<FE S i9 BOTTOM OF BLUFF PANEL < o BACKFILLING WITH SUITABLE SAND AND 6R,4VEL EULKHEA�e Borror�of BLUFF M OATS p MATERIAL,AND PROPERLY GOMPAGTING. D�_ PRINCIPLE YD SETBACK - . . - . . - . . O(OVER TO GRADE (OAC T QQ 3a' N COVER 8LW GRADE �� PROP SANITARY,PIPE -� � � NO WllS WITHIN 150' 44r 00 TW 12.5' TW 8 3' LEACHING_ EXPANSION � OF PROPERTY 34 °30 Q N 6W a.o' I DEMOL15RD OB.EGT MR) ----------------- POOL POOL 30 15 O 30 60 Ex.AG UNIT �eACE x�x� , , a to 1� - 30'-0' vrd PAC, sex__ \ 3A \�N 9 PROP.STORM DRAINAGE PIPE P �/ 1\XP ` 6RAPHIC 56ALE a y 11 s �\' r, -so -5v -30 -So -so - `� _ g OF EXISTING SANITARY \ �n � � 1 \\ m SYSTEM TO BE ABANDONED LOT 45 0 ,., 5GTi1 loon-ul-13 to FOR MORE INFO SEE DWG 5P2 EVe rREE� �" PROP U/6 WATER SERVICE w w H PROPOSED STORM DRAINAGE STRUGNRES� v �1 �3 b x.R !of Ex•STO 1 1 r v! STORMWAT62 LEACHING PCNL - DWELLINC EX.ELEG. y c� PUPJ IG WATER METED ` `1 EXISTING WATER MAIN / 3o q r 1 1 (5�DWG.FOR GOVE9Z REQ'MT5) O. EX t�EL r� -�� _ Ex phi s TOP OF r 11 \ EXISTING OVERHEAD UTILITY LINE: -, - E - w 8 4' I BLUFF y 1 1 1 1 1 1 1 1 TN 12.4' O OPEN COVER TO GRADE ac 2Q _ EXSTI x , ' 1 ®50LID COVB�TO GRADE � 36 �--��_ � � EX.FR � 13�� I I/2 STY �� 1= __ 1 1 1 ' BW 85' I �) PROP.U/6 ELEGTR7GA000MMUNIGATION EL36.1' Nva• 0 �1W -) GARAGE Ex�PhR 0 36 l 1 ANDIN6 n �. 2_WP.L� EX.GP GF=32.8' ro FR DIALG ' 1 SPR SERVICE LINES: E E E E SOLID COVER BELOW GRADE SOTt IOOC III-13-G5.3 GMF E O� 3� IN N (TO EE 55 \ Ex W° n nd r 1ST _��•�I�, � MODIFIED) o rn DwELLIIIO /32- PFt'' (0 6' FF=IFIE S 3.4 SATE- r v_ • FINIS FLOOR ELEVATION FF= TE5T HOLE EXISTING GONGRETI=CURB TO BE RE�HOVED �- -_ 1334.4' PUBLG WATER AND E 16E OF DRIVEWAY TO BE REWORKED, s a5' CZ 6ARA6E FLOOR ELEVATION 6F = 3 EL 3h.1' o I 1 a 1 EXISTING UTILITY POLE `� Q \ SEE'PROP.SITE PLAN 'DWG SPI '�iv �/P9P 5EPV w w� 30.0 w 1/ 1.Y - 34 _ I om 1 EXI5TIN6 CONTOUR _ / i i T- FEMA IP! 0 O R - X125, LOCATION MAP: ° LOT I_'3 EX WATER` i SERV TD W/ // f rn I I I I EXISTING / �1 I I I ` I 1 1 . SPOT EL EVATION x6.0 PROPOSED CONTOUR: n (V S O IIETEF TO �X W v �j I O O 1 ° i i I p � NOT TO 5GALE r REMAIN / f BW 82' , : -L NO BELLS WITHIN 150 \ 31 G -- / ► PARTIAL�BUIL�IN 32 ° PROPOSED n ry o OF PROPERTY / W`Z / c�`ad�. 1 f DEMOLITION +282' ~ ' 1 1 1 ` 1 - - 'N,, •�C SPOT ELEVATION x4.0 / v; r.s,i�.�' �- j1 •AREA TO BE REMOVED = 60 SaFT. 1PROPOSED O V,R0\0 1 X l �%� / / •CELLAR ENTRANCE TO BE REMOVED 1 LL �_EXI5TIN6 TIMBER 4 INTERLOCKING °R)W ~- / �j---4-EX DRIVEWAY TO BE REWORKED �$ � � - � 1 1 1 BULKHENEL BULKHEAD.MHWM ALONG INNOVATIVE AND ALTERNATIVE ON-SITE 1 1 WASTEWATER TREATMENT SITE PLAN 51 PROF'.SITE PLAN:DW6 SPI :0.33' �? �-- r ' 1 1 ` 1 /z I • �Q TH � ` \� a / I :,g• . . `�27 1' - - 1 I I f� 51TUATE AT: ZONING D15TRIGT: R40 NC SEPARATION DISTAELOT 4 6' II I� � � I J TW 124' b485 NASSAU POINT ROAD GUTCH06UE, NY FLOOD ZONE: 'X' REG2'MTS FOR SANITARY EXISTING CONTOURS -30 o X8.8' TWB�' TOWN OF SOUTHOLD DATUM: NAVD88 LEACHING 5TRU6TURE5 (RESIDENTIAL). TO BE REWORKED I I I J ",w � SUFFOLK COUNTY,NEW YORK 1 - 'N 5EE PROP05ED 51TE 38QO 5GTM NO.: 1000-111-15-11 MINIMUM HORIZONTAL SEPARATION DIST/�NGES, 6� / - g' N ......E6............. PLANS DW6 SPI AND 5P2 I S7 A.BUILDING W/CELLAR= 10'-0" �- ice_„�, 9 - / 1 1 4 86.24 B. BUILDING ON 5LA13= 10'-0' gOGK i► Zo - 5jP''F.5 " APPLICANT /OWNER: G.PORCHES,DECKS,HOUSE OVE3�HANGS, / yp� � EXISTING UTILITY POLE TO BE REMOVED _ JANE WEILAND CANTILEVERS,ETC = 5'-0" �i�1 OJGPER UTILITY PROVIDERS REQUIREMENTS 0 E �L\N�/2� SITE DATA: D.WATER LINES = 10-0 5• E.SURFACE WATER(WETLANDS) = 100'-0" - F.PUBLIC WELL= 200'-0' - - \ \ Q _ _ 24 -- J� % PD _ �25 1 TOTAL LOT AREA: 52,413 50-FT. (1.032 AG) TO TIE LINES G.PRIVATE HELL = 100'/150' \ / / -` G L N R0 /� No WELLS WITHIN 150' AREA SEAWARD OF T.O. BLUFF: 15,7111 SQ.FT. (0.3607 AG) TO TIE LINE H. RET.WALL(WTRPR 0'- = 10'-0' 1 OF PROPERTY BUILDABLE LAND: 36,102 50.FT. (0.8426 AG) J.U/G FUEL TANKS = 10'-0" � I i � / K.U/G UTILITIES = 5'-0" PROP05ED I AND 2 5W ADDITIONS TO EXI5TIN6 11/2 511 FRAME DWELLING (BUILDABLE LAND = LOT AREA - AREA SEAWARD OF BLUFF) L. ROAD STORM DRAINS OR So � gl WETLAND AREA: 6,432 5Q.FT. (0.1411 AG) TIE LINE TO MHWM RECHARGE BASINS = 20'-0' M.ON-SITE STORM DRAINS OR � EXISTING 3 BEDRM DWL6 MODIFICATIONS TO EX DWL6: PROPOSED: 6 BEDROOM TO BE MODIFIED •NEW REAR DORMER ADDITION FTPRNT • RECHARGE BASINS = 10'-0 v! I \ G� / : 11,044 5Q.FT. m N.CATCH BASINS,NON-LEACHING = 10'-0" DUIELLINS EXISTING FOOTPRINT, :4,401 50.FT. •NEW UPPER LVL DECK 5UBJEGT PROPERTY CURRENTLY: r 0.SAN. LEACHING POOLS = B'-0" PUBLIG WATER �0 LOT 47 r TL PROP. EN PELO 12451 SQ.FT. v m P.PROPERTY LINES= 5'-Q' LOT 132 I ADDITION TO 1st FL,bo SQ.FT. NO UNDERGROUND STORAGE TANKS EXIST • Q.TOPE EMBANKMENTQ' STEEP SLOPE ST 1T4 N� �� • REMOVAL FROM let FL,60 SOFT. (BASEMENT BELOW ADDITION) Q NORM DRAINAC- SYSTEM: _ NO STORM DRAINAGE STRUCTURES EXIST ON THIS SITE. NO PROPOSED DRAINAGE 1- (15%SLOPE OR GREATER) = 25'-0" oo YEW- -111-12-052 ( or V; 0 _ _ [�] R BLUFF=65'-0' 4 1 \66'Z6 OGG'C � 1 pL Ott �vl - COMPONENT WILL BE PLACED WITHIN 20'OF PROPOSED SANITARY STRUCTURES ^ N 5.5EPTIG TANK PUMP 5TA,6REA5E IRAP SANITARY SYSTEM: A•-+ r OR MANHOLE = 8'-0" T.SWIMMING POOL = 20'-0' E �, =-��/� P� �uai� EX15TING SANITARY SYSTEM SHALL BE ABANDONED BY REMOVAL. U.DECK/RAW =5'-0" EL=2h.l' / __�f E E N �� 6A , MIN <J Z x O EL 26.4' PIPE O IN \0 IO • ' r - FNn 10 M � TP�K EXISTIt�(6 .•'.•'.� EXISTING 1,P. �� -PROPOSED s �3�' I I/2 STORY FRAME •••.�•••.•.w•• .o m �,�� I STY FR GARAGE ? O x U J NEW GENERATOR Il l� DWELLING '� 36- -- _ _ x Z LL- SEE ARCH FOR ADDITIONAL "� x o PROP. UPPER 5TY o TO REMAIN �"'H LOT 48 INFORMATION (DRY BI 12G-NO V{Ow`) (TO BE MODIFIED •'••'�•' '••••.••, ° -3 5GTM1000-III-15 GF=32.8' EXISTING (5EE DEMOLITION PLAN)'.'•....... ' DORMER A DDITION,WUNNEWETA RD. PATIO FF=31.0.'. 428 50.FT. 0 ORS TO REMAIN � PUPuc WATER PROP. UPPER LVL DECK A ALL � NO WORK) o IN PLACE OF EX. ROOFED Ute, DIS PROM PRIJ •�8 oo FG Pp�OP� , OVER PORCH, I10 5Q.FT. O O PROP. 15t FL ADDITION W _ / �` X `--� '• BENEATH Ex. R/O PORCH,60 5Q.FT. mn O / �I NOTE: ••:•,: 34.4' 231 '�� 13.2' C)i "' SEE DEMO PLAN FOR :',y.` I/A OWTS UNIT SIZING: �+ EX. W \I BLO6 REMOVALS 3 - - W W WELL LOT Is va W �� L �,X� /FYI _ `-1 - - 5.GDN.5.DIV15ION OF ENVIRON14NTAL QUALITY,5TANDARD5 FOR APPROVAL OF PLANS AND 1- 5GTMt 1000-III-I5-ov / w �` CONSTRUCTION FOR SEWAGE DISPOSAL SYSTEM FOR 51N6LE-FAMILY RESIDENCES lossoost W 1 / PROPOSED DATED. DECEMBER 24,2011 DWELLING �1 W PAP,I OF Ex15TIN6 2 STY FR ADDITION �3 MINIMUM I/A ON-51TE WASTEWATER TREATMENT GAPACITIE5 ENGINEER: WELL I w _� WATER SERVICE LINE 30.0+ �' �' � N FF=31.0, 201 50.FT. 5. N 6 BEDROOM DWELLIN6: 70 REMAIN(VERIFY I"4 / / / MINIMUM TANK CAPACITY = 660 6ALLONS iN W / L1 J w �, I/A OWTS UNIT LOAD CALCULATION: OF , F EL.21.1' 0.0'0 GRADE _ SERVICE) - Elrowrt loam(OL) ADDITIONAL '� 3 PROPOSED Q� y EL. 26.6' - 0.5' PERVIOUS GRAVEL PROP PROPOSED SANITARY DESIGN FLOW: 660 6PD ' RAISED PATIO �'� •• 6 BEDROOMS B 110 GPD/BEDROOM =660 GPD k Brow clayey sand(56) PARKING AND _ 1 RF OVR N `$ 3Tf SQ.FT. •USE (1) HYDRO ACTION WA5TE WATER TREATMENT PLANT * MANEUVERIN6 AREA _ - PORCH W PROPOSED r EL. 23.1 - 4A U _ - 4 •• USE MODEL No.AN600,GRAVITY SYSTEM ,��"°'' , ' LOT 4b AREA: 1,142 SOFT. o _ � o 0 1 0 _ o { 1� I STY FR ADDITIO 1�q 3Z •• TOTAL TREATMENT CAPACITY, 660 6PD M (�j Brow Fine Sand 5GTMa 1000-111-15-08.1 PROPO5ED �(� O FF=31.0,831 SQ.FT. •• TOTAL NORKIN6 CAPACITY: I;S45 6PD Z (5P) DWELLING STONE ENTRY� � o " -IO,Oti'u-� TAININGt 4 •• N1 FUBLIG HATER 30 �1� (,OMM art 30 cn 30.Ox -t N p R� pE516N) FLOW RANGE 50-660 GPD LOT N PATH PWR O o��o�J� ,` " pROp.�6 .tibR��K�N _---\I- cP PROPOB�µpy�5 FOR _ .. LIQUID SURFACE AREA: 51 SOFT. �A 0? EL.10.11 11.0' STM D L1000-N-15-5.1 11 MI5 5'1 O ��0W, �1�1� �� (5��AR •• MAINTTAIDETN 1RLEQQUUIIRED SEPARATION DI5TPANCE5,DW6 SPI �OFESSIONP\'� PUEL.Ir WATER / "- � �N ITS � PROP05ED JEFFREY T. BUTLER,P.E. TEST HOLD / PERFORMED ON: 01-09-2020 Mq/NT � U6 3 cf, 2C,• 21 q \ `� WOOD DECK, SANITARY LEACHING POOL SIZING: �- O '4/HS Z X287 �ly AREA: 2015Q.FT. C� PERFORMED BY: McDCNdALD 6ECnGIEtIGE j' J- /� R $�� Id M 4" SAN PIPE W/G.O., p.2' D.EL. = 3683' PER S.G.DHS, DIVISION OF ENVIRONMENTAL QUALITY,STANDARDS FOR APPROVAL OF PLANS O NO GROUNDWATER ENCOUNTERED® EL.10.1 '30 2p(F 0•� ETU v:� AUTO-VENTED (AIR VENT TIED �' N AND CON5TRUGTION FOR 5EWA6E DISPOSAL SYSTEM FOR 51N6LE-FAMILY RESIDENCES HIGHEST EXPECTED GRCXINDWATER o EL. 11.2'f DATED: DECEMBER 29,2011 r PROPOSED INTO HOUSE VENT STACK) +29 4 - 0 O PROPOSED 6 BEDROOM SANITARY SYS: /o / � .--. . RETAINING REQUIREMENT PER TABLE 4: WALL. NOT INTENDED To z �� ` ' •9 �� N RETAIN SEWAGE MIN.LEACHING SYS.FOR A 6 BEDROOM RES.PROJECT PROPOSED AEROBIC TREATMENT PLANT �, 'i 3q I1 \ MINIMUM LEACHING SYSTEM(400 SQ FT SIDEWALL AREA) Z LU LI- �� 1/ (SEE ARCH DW9S '� % � USE: / \q FOR DESIGN) / ' Jeo O MIN.50%EXPANDED SYS.(600 SOFT.SIDEWALL AREA) � � O I -HYDRO-AGTION 5ET-N-GO ON51TE WASTEWATER TREATMENT r- 47 F 5D SANITARY LEACHING POOL DESIGN: O O Q • SEE DETAILS ON DWG SP3 /`� (i EXF �� U/G�4\E .4"A j sfl \ - I - '� z - 0PLANT,UNIT INGLUDE5• I / �� R 28.3' -� LOT 46 -� CALCULATION BASED ON EXPANDED (50%) 5Y5TEM REQUIREMENTS: E- (p } • I x28.1 E f 28 - MODEL AN600,6RAVITY SYSTEM z v6 --'- 0 - - 600 50.FT LEACHING AREA /25.0' 5Q.FT./VERT FT = 24.0 VERT FT REO'D O i DP GNTRL PNL / s �- - - w OF N�'N YUCK CI.1' •• DESIGN FLOW: 650 GPD � � �� G �,- � .�� 20 AMP MAIN SERV. FROM _ _ � 24.0 VERT FT/ 3 - 8� LEACHING POOLS = 12.0 VERT FT/POOL REO'D � � � i � � ��rIG � �� •� OPS(OP/GNTRL CENTER)W ALARM BEACON € AUDIBLE V O 0 Q � 1 .)Q TH MAIN PANEL IN HOUSE _ V) Q _ Q HORN ALARM(LOGATED REMOTELY,AS SHOWN) z 0 / �, SS 2�.1'x - - LOT 47 UPON INITIAL INSTALLATION USE. - 800-212-4480 (3 • PROVIDE: z_ ' �p�1"-�a�•(�\� \� - - (2) bV x 12' EFF. DEPTH LEACHING POOL5 ►� V (� Q � < U/G ELEG CND FROM DWLG TO REMOTE CONTROL PNL 6 ��\ \p\� y -, LP \0 PROPOSED X28 MIN. LEACHING AREA REO'0' = 400 5Q.FT. OF 51DEWALL LEACHING AREA 7- 2' QC www.di netn cli.com 2' U/6 ELEG CND FROM A.G. TO OP5 S p J Buj� \�0 �,0� ,-,� '� CONTROL PANEL AND BLOWER: 51DE WALL LEACHIN6 AREA PROVIDED = 400 S.F W U16 _ I nz_ - O g y G I G VENT GND FROM P.T. TO HOUSE STACK 0 C, �OQ,pIJ��G��' LP !O 'L • BLOWER MOUNTED AND 6FI RECEPTACLE ON UPON 50� EXPANSION INSTALL AN ADDITIONAL: or www.call811.com p p La / � � S MIN x28.1 4J REMOTE HYDRO-ACTION OPS GNTRL GNTR, (for other states) 6FI GONVENIENGE REGEPTAGLE NEARBY CONTROL PNL zq z O� � I x28.1 l , , I•--I lSl N Q Q G l Z8 28 J ` - - H FRAME,SEE NOTE5 ON DW6 SP3. (1)8'(P x 12.0'EFF.DEPTH LEACHING POOL Z LtJ O PROPOSED LEACHING FIELD (Y g • FOR MOUNTING DESIGN/REQUIREMENTS,SEE MIN.LEACHING AREA REQ'D' = 600 5Q.FT.OF 51DEWALL LEACHING AREA IY By law,excavators and contractors --- - LU Q �Q `- / _ 'PROP05ED "'FRAME DETAIL',ON DW5 5P3 \ BIDE WALL LEACHING AREA To BE PROVIDED working in the five boroughs of New York USE- 3 City and Nassau and Suffolk Counties on (2) 5V x 12.0' EFF. OP LEACHING POOL5 AND a O 0 \ holo - - �/ • SERE OL PANEL REQTMIS'NOTES,SEE \ Q UPON EXPANSION = 600 S.F O H1 Long Island must contact DigNet, LOCATION FOR 50% EXPANSION SHOWN Q •(P��'y0� - - / 0= N - - SEE DRAWING SP3 FOR SANITARY Q 0 O U) 1-800-272 4480 or 811,at least 48 hours . MAINTAIN 5EPARATION DISTANCES W Z P STRUCTURE/COMPONENT DETAILS 0 but no more than 10 working days - 26 PROPOSED BGDHs REF. NO.: R-20-1366 W Z N o MAINTAIN 5Sl5 GRADE OVR ZO AROUND SAN SYS. z �- excludin weekends and legal holidays) - prior to beginning any mechanized digging • SEE DETAILS ON DWG 5P3 Q-v � a �� INSTALL ADDITIONAL COMPONENTS: a MINIMUM GRD S V OFFSET o or excavation work to ensure underground pi 21 _ - - - FROM SAN. 5Y5 VARIES PARTIAL SANTARY SITE PLAN �- lines are marked. Excavators and 1 - 4V PRE-CAST 015TRIBUTION BOX (SEE DTL ON 5P3) Q u- - - (MAX ALLOWABLE GRADE DROP IS y Q'+ O contractors can also submit locate • ENDGAP LEVELING DEVICES (TYPICAL) - 5%WITHIN 20'OF SEPTIG 5Y5) O Z FW- PROPOSED CQ requests online,through ITIC. If you do not \ Z currently use ITIC, please call 27 / 1 5TORM DRAINAGE LEAGHIN6 POOL ! a :Do Q 1-800-524-7603 for more information. \ J 8'4x15'L.D.L.P.(SEE DWG 5PI FOR STORM 10 5 0 10 20 SEPARATION DISTANCE REQ MTS FOR 5D DRAINAGE GALL.AND 5TRUGTURE DETAIL \ I 10'-0' V SANITARY SEPTIC TANKS. I/A OATS.PUMP STA OR MANHOLE (RESIDENTIAL): 26 AND REQUIREMENTS) GRAPHIC SCALE - 61. NOV 3 For safety reasons, homeowners are \ l strongly encouraged to call as well when MIN.HORIZONTAL SEPARATION DISTANCES L.ROAD STORM DRAINS = 20'-0' ` ` planning any type of digging on their A.BUILDING W/CELLAR = 10'-0" M.ON-SITE STORM DRAINS = 10'-0" � � .?6 `' -_ � / o � PAGE: B.BUILDING ON SLAB =5'-0' N.CATCH BASINS MON-LEAGHIN5) = 5'-0" - - -- - - -- property. Homeowners can contact:us directly at 1-800-272-4480 or by calling G.PORCHES,DECKS,HOUSE OVERHANGS, O.SANITARY LEAGHIN6 POOL=V-0' CANTILEVERS,ETC, =V-O' P.SEPTIC TANK,PUMP STA OR M.H. 5'-0' --- - - - ' 811,the national call before you clig , �� 0 D.WATER LINES= 10'-0' Q.PROPERTY LINES = 5-0„ ?6 6 H / number. For excavation work completed on E.SURFACE WATER(WETLANDS) = 15'-0' R.SWIMMING POOL = 20'-0' personal property, it is the contractor's F.PUBLIC,WELL = 200'-0" 5.TOP OF EMBANKMENT OR 5TEEP SLOPE / 0 1 responsibility--NOT the homeowner's--to 6.PRIVATE WELL =15'-0' \ (ISki SLOPE OR 6REATEW = 25-0 SP2 contact DigNet. Having utility lines marked H.RETAINING WALL(WTRPROOF) = 10'-0' T.BLUFF =65'-0' prior to digging is free of charge. J.U/6 FUEL TANKS = 10'-0' U.DEGK/RAMP= 5'-0' 0 / K.U/6 UTILITIES= 5'-0' / / 50121-15 APPROVAL AREA: of 4 o PROVIDE 20 AMP BREAKER IN o 0 MAIN ELECTRICAL PANEL IN PUMP/GOMPRE55ER POWER CIRCUIT z PROPOSED BUILDING FOR G G I I GBI MI ° -------------------- - ° FINISHED GRADE 1. PIPE JOINTS TO BE 5EALED W/ ��REEC�11�TO BE 5ET AT FINISHED GRADE � PROP05ED I/A OWT5 �y1 0 A5PHALTIG MATERIAL OR EQUAL. �• 6 n 2.U5E ENDGAP TYPE LEVELING p o 1 """n ""• DEVIGE5(TYPICAL) ' o LI LI SPI SPRAY PUMP RATINGS: """ CONCRETE z � HEAVY DUTf,WATERTIGHT,iNSEGT--PROOF =r z PUMP 3/4HP® 115V 15.0 F.L.A. AK-080917-1 COVER ADJU5TABLE AND LOGKING GA5T IRON FRAME d Q of 4 N N WHT T N MOTOR , 0 ��'"" � ®o__l 14x12 2 � �t COVER(CAMPBELL 102 G OR APPROVED EQUAL) ® 1 0 0 ® I INSIDE LID VIEW z o O FINI5HED GRADE o ' GB2 M2 GSR 6 LOOPS I I / ❑ ©�� NOTE: ENCLOSURE HINGE TO THE RIGHT // ,, ;i/ •///,\ LU O p ON o: ON ON ON a CONCRETE �t \`. \. \\ /\\f3l CHIMNEY 20" \ BAFFLE REQUIRED IF / 4 4 ' RPI BEGIRD e 8 -1 D 0 MIN �\ INLET PITCH EXCEEDS --T ' ® > PUMP RATINGS: " zo " o t11 PUMP OFF OFF OFF o or ,=,LS: `G: 7L. a •. (Y (y N 3 - N MOTOR 3/4HP® 115V 15D F.L.A. I T- __1 ///� g 9PtH9]fdtN,� cPsr cPP2 6�FPA � i I '///\ -- - �� y"PER FOOT C \ NL 4'm SDR 35 PIPE, a v �' ® a MIN.SLOPE=ye'/LIN FT S < p z 3 M3 I I z ALL OUTLET PIPES SET 0 SAME � �� p ® I /� MIN 4 DIA. � � p- --C) MPI MIXER ., I I APPROVED ® INVERT ELEVATION W PUMP RATINGS: UE I ( \\ \, I Ye I PER 1'-0" PUMP 0 0 o ,�= 4 WHT N MOTOR 3/4HP® 115V 15.0 F.L.A. � (2)2x8 x(LENGTH 70 5UiT)AW ®1 a ® I \�\/�\� HORIZONTAL OR055 MEMBER5(TYP) uecFs oN ovrsmc or uo G ,r---------T r ------- r--------_7 GB4 I rA� �F� 4 iYAU 4 Ilse r iso�o� 9 U9 %\��/ I- INLET(5) F- 1z ° wruLw �,,o y wP�� I \ 3 MIN. 4'0 SDR 35PIPE, OUTLEr(S) 0CRYn ,. I 3 MIN. iCOMP COMP.RATINGS: _ I COLLAR COLLAR I /\\/\ MIN.SLOPE=Ye /LIN FT ,;fl A p p MOTOR 1/4HP® 115V 5.4 F.L.A. o 0 0 0 0 o I (x /\� ALL INLETS PIPES SET • I/A OWTS • N U U' / //\< SAME INVERT ELEVATION BACKFILL SAND OR • ELECTRICAL • USE(4)Y'm GALV OWL PNL ( PEA GRAVEL(12"MIN) LA6 BOLT NU GALV. 12'w x 1a�1, NOTE: ALL MOTORS MUST HAVE ��'- � �� I o `� c' o o � I ��/ � 0 0 p WASHER T HEAD • • INTERNAL OVERLOAD PROTECTION. L' ) - ® I ryo (TYP®EA.POST) Lv rt sPl N RPI N IPi N ci N 2 9 ® � eJPEDALJ 1 , fV • • V' r,�p� (DmCH3.R2E AMBER(EIEURC CREEK pAmER \"" I PUMP) F?4lFAP) C%6lFAF� i lfl 1 e osotvua �� I i _ 0 (N TYP. PRE CAST DISTRIBUTION BOX oFtaa>DPAOPI rse ,,, � N ry d- BLU I LRI-01 RED/WH HT I I ®® /%// > Q - 4x4x61.G AGO MI /\ TIMBER POST THE GON1POL PANEL BOX I I ®®® �/\ MINIMUM COYER 36" MU5T BE PLACED OUT510E - I LRI-02 PINK/WH MZ yIHT I i ® \\\ NOT TO SCALE o g - BELOW GRADE ON A SUI"ABLE PEDESTAL $LU WITHIN VIEW OF THE 5Y5. INCASED IN POURED THAT IT SERVES.CONTROL a) ` CONCRETE IN 12" I 4 PINKMW \ / \ i Z ENDP LU OR SUITABLE COVER DIAMETER 50NOTUBE. CENTER_fIALL BE in BEGIRD RUNNING° `_-_---_----_-_-------- -_�/ %/\ I S_O■ 1 3 MIN TO END PLUG TO GRADE MC>UNTED 35'ABV FINISHED Fh \ /,� it) RECORDED (TYPICAL) GRADE(141PU OR ABOVE BLU I LRI-Q3 YEL/WH WHT O - -.=/O ° ° /i�\ GROUND WATER BFE,WHICkIEVER 15 HIGHER M3 '� PROPOSED YEL/wH - C G MIXER RUNNING COLLAR DEPTH o z SEWER PIPE FHF FRAME DETAIL BE (STRUCTURE FOR I/A oWTS CONTROL PANEL MOUNTING) BLU LRI WHIT (BAGKFILALNDD&RAG'ELLL)AN SA� > 30°ELBOW 5GALE:NONE BLU LRI-04 RED z`"`r'o 16 PLG INPUT a,�a e�G RF - - �TYPIGAL r e o - - 6RADE a I / $LU A5-I PINK Q 3 ELEVATION EXTERIOR CLEANOUT RUN ALARM N rs. NEW 20 AMP,I POLE BREAKER DEDICATED FROM UTILITY LEAGHING POOL CONSTRUCTION CRITERIA: ev BRN TO HYDRO-ACTION CONTROL PANEL PROVIDER o� o I.FOR AREAS ON 14f9dJm�AERAVEL,THE DESIGN 4.ACGE55 OPENING WITH A MIN.DIA.OF 20" 60.WYE HWA MUTE 120 VOLT,I(P SERVICE TO HYDRO-ACTION INCOMING SERV. OF THE LEAGHING POOL SHALL BE BASED UPON A SHALL BE PROVIDED FOR EAGH POOL. BLU CONTROL PANEL (DETERMINED ;y,;,l,,;;,;;;; MAXIMUM LEACHING RATE OF 13 GALLON5 OF 5.ALL COVERS,WHEN NOT REQUIRED TO BE NOTE: ADDITIONAL GLEAN OUT SHALL m TEST (2 p6,a6 IN I"PVC PIPE) BY OTHERS) SEWAGE PER DAY PER S.F.OF 51DEWALL AREA. BROUGHT TO GRADE,SHALL BE OF PRECAST • , u • < � � oRc `��U�,�=` BE PROVIDED IN INTERIOR OF BLDG, �L � ALARM 2.LEACHING,POOLS ARE TO BE CONSTRUCTED OF REINFORCED CONCRETE(OR EQUAL).COVERS NO HOUSE TRAP SHALL BE PROVIDED LIGHT HYDRO-AGTION HYDRO-AGTION UTILITY PRECAST REINFORCED GONGRETE(OR EQUAL) OVER 3'0 ARE NOT PERMITTED PER IRG 2015,P3201.4 RED BLK WHIT AERATOR I/A OWT5 MAIN BUILDING SERVICE LEAGHING 5TRUCTURE5,50LID DOMES 4/OR SLABS. 6. ALL CAST IRON COVERS SHALL BE SET AT FIN. • CONTROL PANEL REQUIREMENTS: E ELECTRIGAL GIRGUIT BREAKER METER 3.LEACHING POOLS SHALL BE A MINIMUM OF 6 IN GRADE,BE LOGKING,WATERTIGHT,IN5EGT-PROOF NOTES: CONTROL PANEL PANEL OUT5IDE DIAMETER. AND APPROVED FOR SEWAGE USE. I.FOR GLEANOUT(S)LOGATED IN TRAFFIG AREAS, m I.THE CONTROL PANEL BOX MUST BE PLAGED OUTSIDE ON A SUITABLE 12'w x I4'h PROVIDE WITH TRAFFIG BEARING FRAME AND COVER. O PEDESTAL WITHIN VIEW OF THE SYSTEM THAT IT 5ERVE5.GNTRL GNTR ENABLE TYPICAL SANITARY LEACHING POOL (LP) 2.FOR U5E WITH BUILDING EXTENSIDNS/GONNEGT10N5. AND BLOWER SHALL BE MOUNTED 35'ABV FINISHED GRADE(MIN)OR BLU 1 L YEL 11 PLG INPUT NOT TO 56ALE �- ABOVE BFE PLUS 2.0'FREEBOARD,WHIGHEVER 15 HIGHER. SEE 'H' ELECTRICAL NOTES: EX15TINO FRAME DETAIL ON DWG 5P2. I. BURIED ELEGTR16AL POWER CANDUIT5 SHALL GROUND ROD • N 2.EXTERIOR PANEL(NEMA 4X 5PEGIf=1GA710N5)PLACEMENT ENABLES BE A MINIMUM OF 24 INGHE5 BELOW GRADE. r THE SYSTEM TO BE 5ERVIGE0 AT ANY TIME,ELIMINATING THE NEED BLU OVERRIDE H 2.ALL ELEGTRIGAL WORK TO BE PERFORMED IN ({� TO AGGE55 THE INSIDE OF THE BUILDING. 3 4 12 PLG INPUT AGGORDANGE WITH NEG. _ 3.THE CONDUIT MUST HAVE APPROPRIATE SEALS TO PREVENT GASES G5R O AND MOISTURE FROM REACHING TNI.CONTROL PANEL OR JUNCTION BLU W INK 1a PLG INPUT ELECTRICAL ONE-LINE DIAGRAM W m x BOXES. 5GALE:NONE l < - 4.5Y5TEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING 5Y5TEM TIME D05E TAN -� PLG INPUT ^� X 7- READILY )L WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE SEEN AND HEARD BY THE OCCUPANTS OF THE BUILDING BLU DEMAND �O O SERVED. 5.PRESSURIZED MUST BE EQUIPPED WITH A CONTROL PANEL WITH TAN/WH < MEANS OF GONNEGTING A PORTABLE GENERATOR TO OPERATE THE E SPRAY v, 18 PLG INPUT SYSTEM DURING A POWER OUTAGE. NV NV O L WI BI WI Q•- ELECTRICAL SCHEMATIC DIAGRAM 0 O NOTES: FLOAT SWITCH TO BE RATED 2 AMP AT 120V MINIMUM. N P1 N RP1 N P1 N C1 N 1 2 3 4 5 6 4 MAIN PANEL D15GONNEGT MU5T BE PROVIDED BY INSTALLER. DASHED LINES INDICATED ITEMS NOT GONTAIN IN THE PANEL. m REQUIRED TORQUE FOR TERMINAL BLOCK 5GREN5 15 Ib IN-1-35. a g o g FIELD WIRING MUST BE A MINIMUM OF bo°G COPPER WIRE. LUm r U = m rw- w '•- '� W W w a a a m w w a a w PROPOSED a w 0ADDITION w x ENGINEER: (b BEDRM]15t FL.EL.3WL0G) CONNECTION DIAGRAM1-0 REQUIRED TORQUE FOR TERMINAL BLOCK SCRFWS IS 16 in , n IIA, 2"O PVG ZN 2 VENT PIPE MAINTAIN 5%GRADE: IF A RI5ER COVER WEIGHS LE55 THAN 60 LBS A SECONDARY GONNEGT TO � 0�3493 r' A MAXIMUM 5%SHALL BE MAINTAINED FOR A MINIMUM OF 20'HORIZONTALLY SAFETY LID OF DEVICE SHALL BE PROVIDED. HOUSE 5TAGK �FESS01 �29 GAL FROM THE NEAREST EDGE OF THE LEAGHING POOL5 BEFORE TAPERING OFF PROVIDE COVER: T NITRE ° TO PREVENT SEEPAGE OF THE LEAGHATE THROUGH THE TOE OR EDGE OF WHEN REQUIRED TO BE SET AT FIN.GRD: JEFFREY T. BUTLER, P.E. PRr - THE SLOPE(EQUATES TO MAXIMUM DROP OF 12"OVER 20'HORIZONTAL) USE HEAVY DUTY WATERTIGHT, PROVIDE GONERS: U ON TANK CONTRACTOR TO PROVIDE WHEN REQUIRED TO BE SET AT FINISHED GRADE USE: EXISTING IN5EGT-PRO0F ADJUSTABLE AND LOGKIN(5 •THERMOPLA5TIG COVERS-LOGKING,WATERTIGHT ° PROVIDE COVERS: 14 GU.YD5 OF RATEABLE 501L FOR THE CAST IRON FRAME 4 COVER(GAMPBELL GRD ® BLDG = EL. 30.0' �. WHEN NOT REQUIRED TO BE SET AT FINISHED GRADE USE: PURPOSES OF REPLACING UNSUITABLE INSECT-PROOF,FLAT,SKID PROOF,BE APPROVED FOR SEWAGE L . . 4102 G OR APPROVED EQUAL) USE 4 HAVE UV PROTECTION '"'"'` `' O ` t �p + _ I_ _ t� •PRECAST REINFORCED CONCRETE COVER(OR EQUAL) 501L5 WITHIN THE PROP05ED LEAGHING G.O. u' POOL GOLLAR5. \' \\'' PROPOSED GRADE OVER L.P.s VARIES EXISTING GRADE EXISTING GRADE OVER ATU ® EL. 28.6q' %\\\j`\ `\ �\ \ \\ \�; / //\ // / �T � z 7, �.W ' ° �" // / NATIVE i'/,;/ \\ \ \\' 1-+-1 lJl O 6) (EL.28.1 +/-) OVER DB® EL.2b.bq - = T \ \\< 6 \ //\//�////`� /j� j�/i/j�////�/j/j�/ /\�/j� RATEABLE \/j, LL /. �/\, \/\/ /\/\/\,\ /\/\ \, \ ;:'i ;i \/ /\ \i/ i\/�/\/ i i\/\y\, /\/\/ /,� , i/ // ,/ // // // // //,// // // / ,/,//\//\// , 501 L v\\i \ \\ \,\\,\\ \ \\ ;\ ,\ \ \\ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ .\ // // // // // // //i// \/ / /\/ / / ' i / / IIIA I, / / / / / /<//</ / /,,/•/ / / \� CD \/\ \/�\: \�\/�`- , . /, /, /i/ ./\/\/\/\,\ --- �' \//\!RA`Ti AE'LE` ,//\//\ //\//\/\,'• //\/\ \/\/\//\,i\/ \ \ /\//\n // H Z \�\ \ .\ \ / , /\ i/\i/\�j\�j \moi //\//,//'//\// �,I.E. C� /\/\ /\// //\/\ \, \.//�/%///�//`/////�%�///// //////%, N /i., ,/i /\ \//\//\//\//\//\;\// //\//\////•. EL. ® - } LU - / / / // / i \/, \//\ SLAB:EL.21.1' \% `�\/j\\//\\��//\//\// ' - DISTRIBUTION � �\\/\\\\\%\ \�\\ \\/�` N BOX l -�I �I I-- II I 4"(P 5DR 35 XPORT PIPE %\\//\\//,\/jy {- } �-^ ---------- / � SEL.26.6,-T.O.'SG SOIL RIBBONj,\\j\\ /�i �/ /�� /;/i// '. /`/ , PLG CNTRL PNL W/HP120 COMPRESSOR AND 1 I I I I I I I - II ��. II I \ \ \ - z O . I I I - DWLG TO PT 42.17 LIN. FT. i\/\/\/J /I I- O - I I B.D.SLAB: EL.26.6' O.INV. ® A.G. II I I II I I.E. m PT. �� /\//\//\ / O.INV ® MIN. SLOPE =Y4 / LIN FT / / / / NON-RATEABLE 501E I - EL. 26.65 II II = EL. 26.15 //\//\//\/I DWLG. _ Q BLOWER TO BE INSTALLED REMOTELY POWER LINE AND MISC. GONNEGTIONS '' AERATION 42.11' L6 x)'4" = 10.54" _ \ii\\j\\j (SEE SITE PLAN FOR PROP.LOGS TO BE MODIFIED AS REQUIRED TO I BRW CLAYEY SAND LP I I I i I I II o B.O.DB=EL.25.1' , \//\ EL. 21.63' W I D- ACGOMMODATE REMOTE LOCATION OF 5G'SHALL BE REMOVE NV. = EL. 26.21 I ( II II 11 CHAhMEI� O.SS MIN SLOPE \\/� a/ v Q O Q < LEAGHING POOL u OP5 CONTROL CENTER A5 SHOWN ON AND REPLACED W/ I I I I I I I I I I I 4 SDR 35 XPORT PIPE, II I z ( O SITE PLAN RATEABLE 501L (I OF 2) p I REPLACE I I O.INIV,= EL. 26.36 0 FROM AG TO DB, I P.T.TNATIVE NATIVE /, W 5W'OR 5P'PER u: UNSUITABLE 501E w/ I �I I�][81E'IC'1[$IEA'>[ f��'I[ UNDISTURBED UNDISTURBED PER SGDHS STANDARDS FOR APPROVAL OF ua TYPE 5P OR SPI PER .�+ 8.08 LIN. FT. MIN. SLOPE = II II SOIL 501L I� I�-1 Q Z O ASTM STANDARDS _ i PLANS AND CON5TRUGTION FOR SEWAGE o A5TM STANDARDS 4"c) 5DR 35 XPOIRT PIPE5 FROM ye /LIN FT II II 1 I I A I, _ �j► - # N + - I I I I I I I I I DISPOSAL 5Y5TEM5 FOR SINGLE-FAMILY I I I I I I I I I I I u _ „ _ I I I j I F-1 O - - J. J,;LLI,I J, J a � LU � � 1 DB TO LEAGHING', POOL5 8.08 LIS xY8 - 1.01 - II II I I II I L I R- � O " RESIDENGCS,12-29-2017 ' \ 2 PVC VENT LINE(TIE _ EL.23.1 8.0.5G 501E RIBBON; \ ;i\\j\\j\j\y\j\\j\j` / ,; O.Oq MIN 5LOPE I r N INTO BLDG VENT STACK) \ / '% % i i - - - - /i //�// /.// / / //\ 8.08 LIN. FT. (HORSE GA5E) �{ 1. > j\\ \iii\\�\\; >;\\/ SECTION 5-IO6.A.4. \` \\ \\ \ \\ \` - 1RATEABLE // // //,//.Vii,/ /i / / MIN. SLOPE =y8 /LIN FT - - v rr--- i�/;, i�\/ i WHEN INSTALLING LEAGHING STRUCTURES \\%�%�%\%\%�% %\%i%\ u u O i - ,;, SOIL DOLLAR ,/., ; / /. 8.08 L6 x Y& - 11.01 O.Oq MIN SLOPE t . NOV II __ UNSUITABLE SOILS SHALL BE REMOVED \/ ,/\//\//\//\//\//\. \// 3 INSTALLATION AND REPLACED WITH SAND AND \ \` \\ \\ \\ \\i\\i\i B.O. CHAMBER ® EL. 21.45 B.O. P.T. EL. 21.45 w /j /j/�///j //,/ / / U_ N O REQUIREMENTS: ��\�i\�i\\i\\;;,�> �\\\'�\\ GRAVEL,ACCEPTABLE TO THE Q I I i \ \\�� \/�� DEPARTMENT,A THREE-FOOT COLLAR II A.C. \ =ROACUON ATS I.THE I/A OWTS TANK SHALL // %/%'// //\//\//�/\/\/ • --- -- ,\/� //\//\ EXTENDING DOWN INTO A MINIMUM OF '\//\//�//,\//.\//.\//.\//\// �� (� '�'R�'�° 5GDH5 REF. No.: R-20-136q BE INSTALLED AT LEVEL IN I I II AERA'n®N I II X\ ", \\i\\j\\j\\j\\j\\j\\j\y 51X-FOOT STRATA OF ACCEPTABLE /\\/� NATIVE SOIL%'\\/ Qi I I I I /�\'�;//CHAhOER \\�/\\//\\//\\/�/\\/��/� \\ / / ALL DIREGTION5(WITH A i\ \ \ \ \ \ \/\/, /\\/ O (0 Z / / / / /\/\ SAND AND GRAVEL. \ TYPE SP OR 5W-\, MAXIMUM TOLERANGE IN II II //�//�//\// //\/'\// //\//\ '\//\TO BE RETURNED' // Y www.dignetnycli.com ANY DIRECTION OF+/ONE1 II I `\\,;\,\\ \\ \\�\•\\ -\\ \\ \ \\ G7or P.T.]�' I 'i\\/i\�/i\�/i\�/i,�/i/i\�!r.� i�j P05T EXCAVATION'\/j of NSW YX CI1Y www•ca11811.com �+ QUARTER INCH)ON A (tor otherstates) �1 O MINIMUM 3-INCH THICK BED ° 11 II II %\ \�;,'<\\ \� \\ \� - - - - - - \ �,/\\ \\ \\ �%\'%\�• PROPOSED SANITARY RISER DIAGRAM I Q OF PROPERLY LEVELED �[" { 11 II II q 800-272-44(50 1811 v AND GOMPAGTED SAND 11 I //\\ � (FREE FROM ROCKS)OR 11 '\i\i\i\i\i\i\i\ INNOVATIVE/ALTERNATIVE ON-SITE WASTEWATER TREATMENT SYS. I \\\\/j\/j\/j PEA GRAVEL. 1 I I //j%j//�\///\\///\�/��/j��//�\/\\ �i�\\i\irj� GRAVITY SYSTEM By law,excavators and contractors working in For safety reasons,homeowners are strongly B.O.POOL®EL. 14.21 j�j//\\j//\\j//\\j//\\�j/\j//\j//�j/\\j//\\ 5GAL.E:NONE the afnd Suffolk Counties on Long ive boroughs of New York lIsland muty and st encouraged e of digging their any PAGE. property. contact Dig Net,1 800-272-4480 or 811,at least Homeowners can contact us directly at U DIAMETER 48 hours but no more than 10 working days 1800-272-4480 or by calling 811,the OWNER CARE OF SAN. SYS: (excluding weekends and legal holidays)prior national call before you dig number.For 5'0I I 5.5 I \\j\j/ ' 'i o /\\j/\/\\j/\\j/\\j/\\j/\\j/\\j/\� \\j/\\ \\ NATIVE ;\�/� \\ \\jj •(FORMULARIZE ONESELF WITH THE MANUFACTURES RECOMMENDATIONS FOR CARE OF to beginning any mechanized digging or excavation work completed on personal / / /U I RBE X501 j>\//\\/ 15ANITARY GOMPONENT5. excavation work to ensure underground lines property,itis the contractors are marked.Excavators and contractors can responsibility--NOTthe homeowners-to HYDRO-ACTION WASTE WATER TREATMENT PLANT \/,\'\/ !\ \ \/\/\\` / / /\��/\�,�'•/`.�\/\/\�\/ also submit locate requests online,through contact Di Net.Having utility lines marked / / > j / / 'i / </ / / / •(PRIOR TO ANY FUTURE SITE WORK ALWAYS ERECT GONSTRUGTION FENCING 8 BEYOND 9 g g g \\/\\\/\\\NO GROUND WATER EL.10.1 PER TEST HOLE.\\�\\\/\\�\ \\ ��\��\�\�� ITIC.If you do not currently use ITIC,please priorto digging is free of charge. MODEL No. AN600 GRAVITY SYSTEM) //j�//'HIGH SP3 ESTEXPEGTED GROUND WATER EL. 1127' //j/ THE PERIMETER OF THE WASTE WATER TREATMENT UNIT TO PROTECT THE COMPONENTS call 1-800-524-7603 for more information. 5GALE: NONE VEHICULAR DAMAGE. 50' MIN. WOVEN WIRE FENCE (MIN. SYMBOL: PROFILE EXISTING, 14 1/2 6AU6E IN MAX. b" MESH SPACIN6) MOUNTABLE BERM (OPTIONAL) 3, PAVEMENT W 36" MIN. LENGTH FENCE P05T5 0 ' 10' MAX. G. TO G. DRIVEN MIN. 16' INTO 6ROKIND. d EXISTING \J/ FILTER - z W GROUND CLOTH z — � a in LL W 50' MIN. � LLJ AN VIEW 1 y HE16HT OF FILTER o z EXI5TIN6 X _ _ 16" MIN. — GROUNDIV � z a � rIt/ 'J/ It/ z PERSPECTIVE VIEW 12'MIN. EXI5TIN5 o 3 N PAVEMENT CONSTRUCTION SPECIFICATIONS F ~ I. WOVEN WIRE FENCE TO BE FASTENEDu z SECURELY TO FENCE POSTS WITH WIRE TIESWOVEN WIRE FENCE (MIN. 141'2 36' MIN. FENCE POST t'- I� OR STAPLES.POSTS SHALL BE STEEL EITHER 6AU6E W/ MAX. 6' MESH < tE O 'T'OR IX TYPE OR HARDWOOD. � GONSTRUGTION SPEGIFIGATIONS 2. FILTER CLOTH TO BE TO BE FASTENEDW/SPACING) FILTER CLOTH SECURELY TO WOVEN WIRE FENCE WITH TIES o o I. STONE SIZE-USE 2'STONE,OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. SPACED EVERY 24"AT TOP AND MID SECTION. �+ 2. LENGTH-NOT LE55 THAN 50 FEET(EXCEPT ON A 51N(5LE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). FENCE SHALL BE WOVEN WIRE 121/2 GAUGE b" 3 p `~ n R 3. THIC414E55-NOT LE55 THAN 51X(6) INCHES. MAXIMUM MESH OPENING. FLOW� z UNDISTURBE cJl ry Q •t 4. WIDTH-TWELVE 02) FOOT MINIMUM,BUT NOT LE55 THAN THE FULL WIDTH AT POINTS WHERE INSRE55 OR E6RE55 066UR5. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN GROUND TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE TO SITE. EACH OTHER THEY SHALL BE OVER-LAPPED BY 5. FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 51X INCHES AND FOLDED. FILTER CLOTH COMPACTED SOIL 6. SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-GON5TRUGTION ENTRANCES SHALL BE PIPED SHS-BE EITHER FILTER X,HIRAM IOOX, E` AGRO55 THE ENTRANCE.IF PIPING 15 IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. STABILINKA T14ON,OR APPROVED EQUAL EMBED FILTER CLOTHei 3 T MAINTENANGE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT 4. PREFABRIGATED UNITS SHALL BE 6EOFAB, A MIN. OF b" IN GROUND. 4" ? ONTO PUBLIC R1614T5-OF-WAY,ALL SEDIMENT SPILLED,DROPPED,WASHED OR TRAGTED ONTO FL 3LIC R16HT5-OF-WAY MUST BE ENVIROFENGE,OR APPROVED EQIIVALENT. REMOVED IMMEDIATELY. 5. MAINTENANCE SHALL BE PERFORMED AS b. WHEN WA5HN(5 15 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAIN5 INTO AN APPROVED NEEDED AND MATERIAL REMOVED WHEN SEDIMENT TRAPPING DEVICE. 'BU-6E5'DEVELOP IN THE SILT FENCE. SECTION VIEW 4. PERIODIC, INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH U.5. DEPARTMENT OF A6RIGULTURE STABILIZED U.5. DEPARTMENT OF AGRICULTURE SILT NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION NATURAL RESOURCES CONSERVATION SERVICE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FENCE NEW YORK STATE 501L 8 WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE 501L 4 WATER CONSERVATION COMMITTEE 2"X4" WOOD FRAME STAKE FIN15HED GRADE v-t r, - t 3� FABRIC COMPACT FILL ' - Z y� DROP INLET �! _z )III=1111=I111��1 _-111-1�=11�_ o 4„ WITH GATE Q _III � ELECTRICAL SERVICE 1111=111�_ I I— oo cf� N 12' MIN 'MIN FRAME y GABLE IN GONDUIT: �— T.O. CONDUIT ly 200 AMP (2” CONDUIT,MIN), ' 320 AMP (VV2' CONDUIT, MIN) Z� BURIED FABRIC — PROP05EO 6A5 SERV. 400 AMP (4" CONDUIT,MIN) �� 3 z ELEV OF BOT. OF LINE WILL BE 1 O DETERMINED BY 51ZE OF SERVICE \--601`11MUNICATION I �j w m X UTILITY PROVIDER SUPPLIES (TV t TEL) �� -- GATHER EXCE55 < -� AT CORNERS I X Z 1L UTILITY TRENCH DETAIL ---- �3 f Q NOT TO SCALE Q W GONSTRUGTION 5PEGIFICATION5 E--I W/ I.FILTER FABRIC SMALL HAVE AN E05 OF 40-&5.BURLAP MAY BE USED FOR SHORT TERM APPLICATIONS. O O 2.OJT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE `2 REINFORCED GONG. SLAB,6'x6"xIO"WWM NEXT STAKE. rT1 NSE CHAIRS) 3.STAKE MATERIALS WILL BE 5TANDARD 2'x 4'WOOD OR EQUIVALENT. METAL WITH A MINI"LENGTH OF 3 FEET. 4.5PACE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP.SPANS 6REATER THAN 5 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. FT • d 5.FABRIC,SHALL BE EMBEDDED I FOOT MINIMUM BELOW 69O1NP AND BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE X, X ;x •x x X . STAKES AND FRAME. b.A 2'x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITY. w LU TYPICAL SLAB DETAIL MAXIMUM DRAINAGE AREA I ADZE I'- FOR GENERATOR AND A6 EQUIPMENT U5. DEPARTMENT OF A6RICULTURE FILTER FABRIC SCALE: N.T.S. NATURAL RE5OURGE5 CONSERVATION SERVICE DROP INLET ENGINEER: NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NEW YORK STATE 501L 4 WATER CON5ERVATION COMMITTEE N PROTECTION .�� w T. O 6 www.dignetnycli.com s} �Iry www.callll811.com N �n & 'G111615,81 (for other states) QA 0134 )'3 yq 800-272-4480 � 811 �OFES 10 JEFFREY T. EiUTLER, P.E. By law,excavators and contractors working in For safety reasons,homeowners are strongly the five boroughs of New York City and Nassau encouraged to call as well when planning any Q and Suffolk Counties on Long Island must type of digging on their property. contact DigNet,1-800-272-4480 or 811,at least Homeowners can contact us directly at Q 48 hours but no more than 10 working days 1-800-272-4480 or by calling 811,the' _ (excluding weekends and legal holidays)prior national call before you dig number.For �- m to beginning any mechanized digging or excavation work completed on personal excavation work to ensure underground lines property,it is the contractor's are marked.Excavators and contractors can responsibility--NOT the homeowner's--to also submit locate requests online,through contact DigNet.Having utility lines marked ITIC.If you do not currently use ITIC,please prior to digging is free of charge. LU LL o M call 1-800-524-7603 for more information. (n 4LJ Q) LU Q O _ < w w W- z � � Q < W 1- Q � QOM O Q < � 0 I < U- O z a U- o o z w �J 1 i 3 0 1 NoV ry PAGE: I SP4 I l I i 5GDH5 REF. No. R-20-136q of 4 JANE G.WEILAND,6485 NASSAU POINT ROAD,CVTCHOGUE y - ili`MI r Figure 1. Looking west from top of bluff at easdwaterside of existing dwelling and locations of proposed second-story dormer addition(center);existing hot tub(right);proposed first floor addition beneath roofed-over porch (left);and second-story deck in place of existing porch roof(center). Figure 2. Looking east toward Little Peconic Buy,top of bluff,and location of proposed non-turf buffer adjacent to top of bluff from existing roofed-over porch and location of first floor addition beneath porch. JANE G.WEILAND,6485 NASSAU POINT ROAD,CUTCHOGUE Figure 3. Looking west at south end of existing dwelling and lathed locations of seaward corners of proposed one and two-story addition,raised patio(right),and deck(left). Figure 4. Looking north at south end of dwelling and lathed locations of seaward corners of proposed one and two-story addition,deck,and raised patio. I JANE G.WEILAND,6485 NASSAU POINT ROAD,CUTCHOGUE .3 ;gip r Figure 5. Looking west over lathed location of proposed C high fence to be installed along southerly property line adjacent to right-of-way, "East Club Road,"and community pedestrian footpath to bay(left). LLM f ;4 y Jam' Figure& Looking east over lathed location of proposed C high fence to be installed along southerly property line adjacent to right-of-way, "East Club Road,"and community pedestrian footpath to bay(right). 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I � ffCNTY � nq ,n .Wea.uw SOUTH" Yeal Properly Tax Senri C. r . n .... . :.._ .. - .... .... - .,.: ftOvt: .:MAS. OFFICE LOCATION: � "� � �� gh�k MAILING ADDRESS: Town Hall Annex � � "' P.O. Box 1179 54375 State Route 25 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY 11971 Telephone: 631 765-1938 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: January 15, 2021 Re: LWRP Coastal Consistency Review for JANE G.WEILAND SCTM# 1000-111-13-11 En-Consultants on behalf of JANE G. WEILAND requests a Wetland Permit to demolish and remove existing cellar entrance and 60sq.ft. section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling, including 415sq.ft. second-floor dormer addition, 170sq.ft. second-story deck in place of portion of existing roofed-over porch, 60sq.ft. first floor addition beneath existing roofed-over porch, and 1,044sq.ft. one and two-story addition to south end of dwelling with attached 377sq.ft. raised patio and steps, 207sq.ft. deck, retaining wall, and 6'x9' roofed-over entry porch and steps with grade-level masonry path; maintain existing 5.6'x6.9' hot tub on roofed-over porch and 4'x6' outdoor shower on north side of house; install 500 gallon underground propane tank, underground utilities, and A/C unit on grade-level slab; remove existing septic system, install I/A sanitary system, and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site soil material and approximately 56 cubic yards of clean, "ratable" soil to be trucked in; install stormwater drainage system; install 6' high fencing along southerly property line; and establish and perpetually maintain a 10' wide, approximately 1,407sq.ft. non-turf buffer adjacent to top of bluff to be planted with native vegetation. Located: 6485 Nassau Point Road, Cutchogue. SCTM#: 1000-111-13-11 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP based on the following: 1. The ZBA issued a variance (7434) for the action on November 19, 2020. 2. The proposed additions are located further landward than the existing structure. 3. The proposed additions are not located within the FEMA Flood Zone. 4. The parcel is not located in the CEHA. 5. Mitigative actions to further LWRP policies 4, 5, and 6 are proposed. 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 Town Hall,53095 Main Rd. Lauren Standish,Secretary P.O.Box 1179 Southold,NY 11971 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., January 13, 2021 the following recommendation was made: Moved by John Chandler, seconded by John Stein, it was RESOLVED to NOT SUPPORT the application of JANE G. WEILAND to demolish and remove existing cellar entrance and 60' section of existing 1.5 story dwelling; construct additions and alterations to existing 1.5 story dwelling, including 415 second-floor dormer addition, 170 sf. deck in place of portion of existing roofed-over porch, 60 sf. first floor addition, and 1,044 sf. one and two-story addition to south end of dwelling with attached 377 sf. raised patio and steps, deck, retaining wall, and 6'X9' roofed-over entry porch and steps with grade-level masonry path; maintain existing hot-tub and outdoor shower on north side of house; install 500 gallon underground propane tank; underground utilities, A/C unit on grade-level slab; remove existing septic system and install I/A sanitary system, and regrade to accommodate new system using 126 cy. excavated on-site soil and 56 cy. of clean ratable soil to be trucked in. Install stormwater drainage system; install 6' high fencing along southerly property line; and establish 10' wide non-turf buffer adjacent to top of bluff to be planted with native vegetation. Located: 6485 Nassau Point Rd., Cutchogue. SCTM#111-13-11 Inspected by: Peter Young, John Chandler, Peter Meeker The CAC does Not Support the application as submitted due to insufficient setbacks from the top of the bluff. Vote of Council: Ayes: All Motion Carried BOARD MEMBERS of SO U Southold Town Hall Leslie Kanes Weisman,Chairperson ry® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acamporag Office Location: Eric Dantes G Town Annex/First Floor, Robert Lehnert,Jr. -¢,{► • yQ 5437.5 Main Road(at Youngs Avenue) Nicholas Planamento �`�c® .� Southold,NY 11971 http://southoldtownny.gov RECEIVED " Oal* ZONING BOARD OF APPEALS & S' TOWN OF SOUTHOLD NOV 2 3 2020 ' Tel.(631)765-1809 •Fax(631)765-9064 ° FINDINGS,DELIBERATIONS AND DETERMINATI MEETING OF NOVEMBER 19, 2020 ZBA FILE: 7434 NAME OF APPLICANT: Jane G. Weiland PROPERTY LOCATION: 6485 Nassau Point Road(Adj.to Little Peconic Bay), Cutchogue,NY SCTM#1000-111-13-11 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-2 and.the Suffolk County Department of Planning issued its reply dated September 18, 2020 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or iriter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated October 13,2020. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is recommended as CONSISTENT with the LWRP policy standards and therefore is CONSISTENT with the LWRP. The recommendation is based on the following: 1. The proposed additions are located further landward than the existing structure. 2. The proposed additions are not located within the FEMA Flood Zone. 3. The parcel is not located within the CERA. 4. Mitigative actions to further LWRP polices 4, 5and 6 are proposed. SUFFOLK COUNTY SOIL AND WATER CONSERVATION DISTRICT: This application was referred to Suffolk County Soil and Water Conservation District (SCS&WCD) for review and comment and the SCS&WCD issued its reply dated October 22, 2020 indicating an inventory, evaluation and site visit occurred on October 20, 2020. It was observed that the property is well-vegetated in turf grass and other ornamental plantings. No major issues from the stormwater runoff were detected, despite several of the dwelling gutters downspouts being discharged at the surface, in the garden beds. The elevation slope of the property appears to flow from the northeast corner, towards the foot path located adjacently south/southwest to the property. No irrigations heads seem to be present near the bluff and there does not appear to be any significant erosion of the top of the bluff. There is a fence along the shole backend of the property, on the top of the bluff. The top and face of the bluff is well-vegetated in mix of native and invasive grasses, forbs, vines, and shrubs/trees. There does not appear to be any severe signs of bluff erosion, presently. The expansion of the existing single-family dwelling may influence an Page 2,November 19,2020 #7434,Weiland SCTM No. 1000-111-13-11 increased volume of stormwater runoff; therefore, proper procedures are followed to capture this higher volume of water as indicated on page SPI of the Proposed Site Plan. The north-side of the dwelling was measured as 10 feet from the property line but, does not seem to show any existing issues. During construction it is important to follow New York State Standards and Specifications for Erosion and Sediment Control to minimize disturbance to the site and bluff. Avoid putting any irrigation lines or pipes to discharge gray water near/on the top of the bluff. Any intentional discharge of water over the bluff is not recommended and can speed up the erosion process for the bluff. There is a. wooden deck present at the tow of the bluff, in between the two bulkheads, which seems to be in stable condition. There is currently no existing issues in the area of the proposed 6 foot fence. The area is very well vegetated and there seem to be no signs of runoff towards the bluff. PROPERTY FACTS/DESCRIPTION: The subject property is located on a conforming 52,413 square foot parcel (36,702 square foot buildable land) in the Residential R-40 Zoning District. The northerly property line measures 344.00 feet and the easterly property line measures 142.38 feet and is adjacent to Little Peconic Bay, the southerly property line measures 235.30 feet and is adjacent to East Club Drive which is an unimproved Right of Way that provides pedestrian access to Little Peconic Bay by way of a footpath. The westerly property line is 190.33 feet and is adjacent to Nassau Point Road. The property is improved with a one- and one-half story framed residence with a one story one car garage located in the northerly front side yard as shown on the survey map prepared by John T Metzger,LS dated May 1,2020. BASIS OF APPLICATION; Request for Variances from Article IV, Sections 280-18, Article XXII, Section 280- 105A and 280-116A(1): and the Building Inspector's August 10, 2020, Notice of Disapproval based on an application for a permit to construct additions and alterations to an existing single family dwelling and construct a six (6) feet high fence; at 1) located less the code required minimum side yard setback of 15 feet; 2) located less than the coded required minimum 100 feet from the top of the bluff; 3) fence is more than the code permitted maximum four(4)feet in height when located in the front yard; located at: 6485 Nassau Point Road, (Adj. to Little Peconic Bay)Cutchogue,NY. SCTM#1000-111-13-11. RELIEF REQUESTED: The applicant requests variances to construct additions and alterations to existing single- family dwelling and to construct a six (6) foot high fence in the front yard. The location of the proposed dwelling addition is located at 36 feet from the top of the bluff where the Town Code does not allow improvement to be made at less than 100 feet from the top of the bluff; and the proposed side yard setback is 10.7 feet where the code requires a minimum of 15 feet side yard setback. Lastly, the proposed six feet high fence is not permitted in the front yard,where the code permits front yard fences not to exceed four feet in height. ADDITIONAL INFORMATION: The surrounding shoreline community was developed before the code changes in 2004 which first introduced the 100-foot bluff setback under the Town Wetlands Code (Chapter 275). In 2015 and 2017 the code extended the 100-foot bluff setback set forth in Town Zoning Code (Chapter 280)to bay bluffs; and zoning variances and/or wetland permits were required for nonconforming dwelling reconstruction and/or expansion subsequent to those code changes. The existing dwelling was built in 1957 and located 33 feet from the bluff. A preexisting property located four properties to the north is located approximately 23 feet from the bluff. The applicant's representative submitted several prior ZBA decisions for properties in the area which granted reduced setbacks to the top of the bluff as follows: Appeal No. 6929, May 19, 2016, for a deck addition located 20 feet from the bluff,Appeal No. 7003,December 15, 2016 dwelling situated 34 feet from the top of the bluff, Prior relief for six feet high fences in the front yard has been granted to property, owners as demonstrated in Appeals 42649 and # 7171. The applicant's representative, explained that need for this sort of relief has become more relevant since foot paths and rights of way were created by the founders of Nassau Point for the purpose of improving community access to the Bay.The applicant will install a new Innovative Advanced (UA) Septic System more than 100 feet distance from the bluff and the old system will be removed Page 3,November 19,2020 #7434, Weiland SCTM No. 1000-111-13-11 The applicant's representative submitted an amended site plan, last revised October 14, 2020 depicting a minor change to the proposed UA sanitary systems as required by the Suffolk County Department of Health Services. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on November 5,2020 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood has granted similar relief to applicants in the past. This waterfront community has gone under a huge transformation with additions and alterations ongoing throughout the neighborhood. The request for additions and alterations to the preexisting one- and one-half story dwelling less than the 100 feet from the crest of the bluff and less than 15 feet from the northerly side lot line is consistent with the relief for other residences in the area that has been previously granted by this Board of Appeals. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed additions and alterations to the existing dwelling is consistent to the existing non-conforming setbacks. 3. 'Town Law 4267-b(3)(h)(3). The variances granted herein are mathematically substantial, representing a total of 68.3% relief from the code for top of bluff setback and 28.6% for side yard setback. However, the existing setback from the bluff is 36 feet where the code requires 100 feet and the side yard setback requires 15 feet when the existing setback is 9.5. The proposed expansion will remain in line with and not encroach further upon the existing bluff setback and side yard setback. The variance relief for the proposed 6-foot-high fence is substantial representing 100% relief from the code. However, the proposed privacy fence would be constructed along the subject property's functional side property line, which has been designated as a front yard, because it is adjacent to a private Right of Way. This "frontage" is in fact a narrow foot path that is grassy and leads to steps to the beach for homeowners in the neighborhood association. 4. Town Law 4:267-b(3)(b)(4). No evidence has been submitted to suggest that a variance -in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. There should be no adverse impact on the only directly affected property to the north because the dwelling's existing partial upper story is already located 9.5 feet from the northerly lot line, so the northerly limit of the propose dormer addition would be set 1.2 feet farther from the lot line and will not increase the overall height of the dwelling. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town.Law 5267-b. Grant of or the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a additions and alterations and a 6 foot high fence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora, seconded by Member Weisman (Chairperson), and duly carried,to, Page 4,November 19,2020 #7434,Weiland SCTM No. 1000-111-13-11 GRANT the variances as applied for, and shown on the Site Plan (Sheet SP1)prepared by Jeffrey T. Butler, P.E., P.C., last revised October 14, 2020, and Architectural Plans (Exterior Elevations A-401 & A-402) prepared by Nida Chesonis Lee,Architect, dated July 10,2020,. SUBJECT TO TI-it FOLLOWING CONDITIONS: 1. The applicant shall install an Innovative Advanced OWT Sanitary system as certified by the Suffolk County Dept of health Services. 2. Prior to receiving a building permit,the owner(s)of the subject property cited herein must sign a statement acknowledging that he/she/they have read this determination; understand the limits of the variance relief granted herein; and are aware that if a demolition occurs during construction,or any construction undertaken exceeds the scope of the approvals granted herein,the Zoning Board of Appeals retains jurisdiction and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280441 of the Town Code. 3. This approval shall not be deemed effective until the required conditions have been met; and failure to comply therewith will render this approval null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require anew application and public hearing before the Zoning Board of Appeals. Any deviation from-the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code.' This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. In the event that this is an approval subject to conditions, the approval shall not be deemed effective until such time that the foregoing conditions are met, and failure to comply therewith will render this approval null and void. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration,grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora,Dantes,Lehnert,and Planamento(5-0). � C21ie Ka es Weisman, Chairperson Approved for filing l//0�6 /2020 S FFOl ZONING BOARD OF APPEALS * Town Hall Annex, 54375 Route 25 P.O.Box 1179 ve9Q� �o� Southold,New York 11971-0959 Fax(631) 765-9064 Telephone(631) 765.1809 ZBA FILE: #7434 NAME OF OWNER OF SUBJECT PROPERTY: Jane Weiland PROPERTY LOCATION: 6485 Nassau Point Road, Cutchogue,New York DATE OF ZBA DETERMINATION: November 19, 2020 SCTM No. 1000-111-13-11 PROPERTY OWNER'S STATEMENT Uwe,the undersigned,am/are the owner(s) of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: #7434 Dated: November,19,2020; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code, occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building perinits;, 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6, that the Building Department will not issue a building permit without receipt of this'signed statement. Print Name of Owner(s) Signature of Owner(s) Dated: Dated: Sworn to before me this day Sworn to before me this day of ,20 of 20 Notary Public Notary Public ZONING BOARD OF APPEALS Town Hall Annex, 54375 Route 25 Olt P.O.Box 1179 Southold,New York 11971-0959 Fax(631) 765-9064 Telephone (631) 765-1809 ZBA FILE: #7434 NAME OF OWNER OF SUBJECT PROPERTY: Jane Weiland PROPERTY LOCATION: 6485 Nassau Point Road, Cutchogue,New York DATE OF ZBA DETERMINATION: November 19, 2020 SCTM No. 1000-111-13-11 PROPERTY OWNER'S STATEMENT I/we,the undersigned, am/are the owner(s) of the property cited above and acknowledge that I/we: 1. have received and read ZBA determination number: #7434 Dated: November 19,2020; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code, occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions, pursuant to Article XXV, Section 280-141 of the Town Code; 5. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) Signature of Owner(s) Dated: Dated: Sworn to before me this day Sworn to before me this day of , 20 of 20 Notary Public Notary Public Glenn Goldsmith, President '*19 so T Town Hall Annex Ej Michael J.Domino,Vice-President ,`� lQ 54375 Route 25P.O.Box 1179 John M.Bredemeyer III Ang Southold,New York 11971 A.Nicholas Krupski G Q 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 Wetland Permit Application E C Lam, tE Administrative Permit Amendment/Transfer/Extension Received Application: 11.30.20 NOV 3 0 2020 Received Fee: $ ZS0.00 Completed Application: 12.$.20 Incomplete: SEQRA Classification: Type I Type lI Unlisted Negative Vie' "eS Dec. Lead Agency Determination Date: Coordination:(date sent): —LWRP Consistency Asse sment Form CAC Referral Sent: lv1 3 Date of Inspection: 3• Receipt of CAC Report: VtTechnical Review: Public Hearing Held: ZD Resolution: Name of Applicant Jane G. Weiland 45 Litchfield Road Address Port Washington,NY 11050 Phone Number: eL71 379-5674 Suffolk County Tax Map Number: 1000 - 111-13-11 Property Location: 6485 Nassau Point Road,Cutchogue (property is located east side of Nassau Point Road,immediately north of southerly terminus of Wunneweta Road) (provide LILCO Pole #, distance to cross streets, and location) AGENT: En-Consultants (If applicable) Address: 1319 North Sea Road,Southampton,NY 11968 Phone:631-283-6360 1)�I�ag Board of Trustees Ap],,t."atiorn GENERAL DATA Land Area(in square feet): 52,413 sf Area Zoning: R-40 Previous use of property: Residential,single family dwelling Intended use of property: Same,with additions and alterations to dwelling Covenants and Restrictions: Yes X No If"Yes", please provide 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 X Yes No If"Yes", please provide copy of decision. Will this project require any demolition as per Town Code or as determined by Building Dept. Yes X No Does the structure(s) on property have a valid Certificate of Occupancy X Yes No Prior permits/approvals for site improvements: Agency Date Southold Trustees#111-13-11 01-28-93 Southold Trustees#5398 09-04-01 Southold Trustees#7542 04-20-11 Southold Trustees#8017 01-23-13 Southold ZBA#6472 July 2011 Southold ZBA#7434 November 2020 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): Demolish and remove existing cellar entrance and 60'sf section of existing 1.5-story dwelling;construct additions and alterations to existing 1.5-story dwelling,including 415 sf second-floor dormer addition, 170 sf second-story deck in place of portion of existing roofed-over porch,60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck,retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path;maintain existing 5.6'x 6.9'hot tub on roofed-over porch and 4'x 6'outdoor shower on north side of house; install 500-gallon underground propane tank,underground utilities,and A/C unit on grade-level slab;remove existing septic system, install UA-sanitary system,and re-grade to accommodate new system using approximately 126 cy of excavated on-site soil material and approximately 56 cy of clean, "ratable"soil to be trucked in; install stormwater drainage system;install 6-high fencing along southerly property line;and establish 10'wide,approximately 1,407 sf non-turf buffer adjacent to top of bluff,to be planted with native vegetation,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated October 14,2020. Board of Trustees Applic—__ori- WETLAND/TRUSTEE LANDS APPLICATION DATA Purpose of the proposed operations: Expansion and renovation of a 1920s summer bungalow to accommodate more frequent and intense use by the long-time property owners. Area of wetlands on lot: 0 square feet Percent coverage of lot: 0 o% Closest distance between nearest existing structure and upland edge of wetlands: +/- 84 feet porch Closest distance between nearest proposed structure and upland edge of wetlands: +/-83 feet patio Does the project involve excavation or filling? No X Yes (as required for excavation of dwelling addition foundation If yes, how much material will be excavated? TBD cubic yards and installation of proposed septic and drainage structures) (approx 126 cy of excavated site material to be reused for fill/grading of How much material will be filled? +/- 182 cubic yards proposed septic system,approx 56 cy of imported rateable soil required to provide acceptable leaching soil for septic and drainage structures) Depth of which material will be removed or deposited: +/- 12 feet Proposed slope throughout the area of operations: N/A Manner in which material will be removed or deposited: See engineering plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated October 14,2020. 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): See attached. STATEMENT OF EFFECT FOR JANE G. WEILAND 6485 NASSAU POINT ROAD CUTCHOGUE, NY SCTM#1000-11-13-11 The project's design features and mitigation measures listed below will mitigate potential project impacts and result in a net improvement to the environmental conditions,of the property-and adjacent lands, including an increase in the protection and improvement of groundwater and surface water quality and the protection and restoration of the adjacent bluff, shoreline, and tidal wetland ecosystem through enhanced treatment of septic waste; increased drainage capacity and decreased runoff potential; reduction of existing lawn area and potentially associated fertilizers, pesticides, and insecticides; and increased coverage by native vegetation that both enhances protection from bluff erosion and serves as a sink and filter for stormwater runoff and the contaminants potentially contained therein: a. The existing dwelling is located 33 feet from the top of bluff, and all proposed additions . and alterations have been carefully designed to remain in line with and/or farther landward so as not to create any additional encroachment on the bluff. The primary dwelling expansion, the one and two-story addition at the south end of the existing dwelling, for example, will be set back 17 feet farther and no less than 50 feet from the top of bluff. b. ' The nonconforming septic system, consisting of a single cesspool will be removed and replaced with a low-nitrogen, UA sanitary system located more than 100 feet from the bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, UA systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters. c. A stormwater drainage system consisting of roof gutters, leaders and drywells has been designed to capture and recharge roof runoff from both the existing and expanded dwelling and other developed surfaces, including the driveway, which will also be comprised of a pervious gravel surface. d. A 10' wide, approximately 1,407 sf non-turf buffer will be established adjacent to the top of bluff, which is to be planted with native vegetation. e. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. As a result, the project will have no significant adverse impacts on the adjacent tidal wetlands or waters of Little Peconic Bay. 617.20 Appendix B Short Environmental Assessment Form Instructions for Completing Part I-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 I 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 I-Project and Sponsor Information Name of Action or Project. Weiland Additions and Alterations Project Location(describe, and attach a location map): 6485 Nassau Point Road,Cutchogue,Town of Southold, SCTM#1000-111-13-11,property is located east side of Nassau Point Road,immediately north of southerly terminus of Wunneweta Road,maps provided. Brief Description of Proposed Action: Demolish and remove existing cellar entrance and 60'sf section of existing 1 5-story dwelling;construct additions and alterations to existing 1 5-story dwelling,including 415 sf second-floor dormer addition,170 sf second-story deck in place of portion of existing roofed-over porch,60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck,retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path,maintain existing 5 6'x 6 9' hot tub on roofed-over porch and 4'x 6'outdoor shower on north side of house,install 500-gallon underground propane tank,underground utilities, and A/C unit on grade-level slab,remove existing septic system,install I/A-sanitary system,and re-grade to accommodate new system using approximately 126 cy of excavated on-site soil material and approximately 56 cy of clean,"ratable"soil to be trucked in; install stormwater drainage system,install 6'-high fencing along southerly property line,and establish 10'wide,approximately 1,407 sf non-turf buffer adjacent to top of bluff,to be planted with native vegetation,all as depicted on the site plan prepared by Jeffrey T.Butler,P E,P C.,last dated October 14,2020 Name of Applicant or Sponsor: Telephone: 917-379-5647 Jane G.Weiland E-Mail: janegweiland@yahoo.com Address- 45 Litchfield Road City/PO- State: Zip Code: Port Washington NY 11050 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 may be affected in the municipality and proceed to Part 2. If no,continue to question 2. X 2 Does the proposed action require a permit,approval or funding from any other governmental Agency? NO YES If Yes,list agency(s)name and permit or approval: NYS DEC,SCDH, Southold ZBA, Southold Building X 3.a.Total acreage of the site of the proposed action? 52,413 sf b.Total acreage to be physically disturbed? 18,028 sf c.Total acreage(project site and any contiguous properties)owned or controlled by the applicant or project sponsor? 52,413 sf 4. Check all land uses that occur on,adjoining and near the proposed action ❑Urban ❑Rural(non-agriculture) ❑Industrial ❑Commercial ®Residential(suburban) ❑Forest ❑Agriculture ®Aquatic ❑ Other(specify): ❑Parkland Page 1 of 4 5. Is the proposed action, NO YES N/A a. A permitted use under the zoning regulations? X b. Consistent with the adopted comprehensive plan? X 6.Is the proposed action consistent with the predominant character of the existing built or natural NO YES landscape X 7. Is the site of the proposed action located in,or does it adjoin, a state listed Critical Environmental Area? NO YES If Yes,identify: Name: Peconic Bay and Environs,Reason:Protect public health,water,vegetation& scenic beauty,Agency: Suffolk County,Date:7-12-88 X 8. a. Will the proposed action result in a substantial increase in traffic above present levels9 NO YES X b.Are public transportation service(s)available at or near the site of the proposed action? X c. Are any pedestrian accommodations or bicycle routes available on or near site of the proposed action? X 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: X 10. Will the proposed action connect to an existing public/private water supply? NO YES If No,describe method for providing potable water: X 11.Will the proposed action connect to existing wastewater utilities? NO YES If No,describe method for providing wastewater treatment: A new I/A sanitary system is X proposed. , 12.a. Does the site contain a structure that is listed on either the State or National Register of Historic NO YES Places? b Is the proposed action located in an archeological sensitive area? X X 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? X b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? X If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres 14 Identify the typical habitat types that occur on, or are likely to be found on the project site Check all that apply. ® Shoreline ❑Forest ❑Agricultural/grasslands ❑Early mid-successional ® Wetland ❑Urban ® Suburban 15. Does the site of the proposed action contain any species of animal,or associated habitats,listed NO YES by the State or Federal government as threatened or endangered? X 16. Is the project site located in the 100 year flood plain? NO YES X 17. Will the proposed action create storm water discharge,either from point or non-point sources? YES If Yes, a.Will storm water discharges flow to adjacent properties? ❑NO❑YES b.Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? If Yes,briefly describe: ❑NO❑YES Page 2 of 4 N . YE Cthat result m the impoundment 18. Does the proposed action include copt ,t water or other i u>ds(e.g°retention dwaste lagoon, If Yes,explain purpose and size: X as the of the ro osed action or anproperty�.._ .. �. 19. H t an active or closed adjoining been the location of arta ....�....��...�..�_.� NO � p p solid waste management facility? If Yes,describe: X 20.Has the site of the proposed action or an adjoining property been the subf remediation oremeYES actio (ongoing or N completed)for hazardous waste? If Yes, describe: X AF AT THE INF RMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF Y KNOWLEDGE �errmann € Date: November 23,2020A licant/s onsor name: R nit rest S'ecialist Signature: _ ... Part 2 - Impact Assessment.The Lead Agency is responsible for the completion of Part 2. Answer atorthe 1"01towing questions in.Dart 2 using the information contained in Part l and other' materials subrnittcd by the prollect sponsor or. otlicr�vise available to the reviewer, 'Whet,answering the questions the reviewer should be guided by the concept"l-lave my responses been reasonable considering the scale and contestof the proposed action?" .. .._ ..._ No or Moderate small to large impact impact may may occur occur 1 Will the proposed ac_tion create material conflict ict wi�th an adopted land use plan or zoning regulations? _. _._ .....�._.,.�.. result m a change m t� 2. Will the proposed action _.. p p g he use or intensity of use of land? ' 3. Will the quality proposed action impair the character or ... .�_..�... of the existing community? " ed action h l EnArea caul Environmental 4. Will the son have a the proposed �p nenvironmental characteristics that caused the _ of aw. ... 5. Will the proposed action result in an adverse change in the existing level of traffic or affect g r„walkway ..... ..., 6. Will theexisting action cause mass in he use o mm infrastructure for _. a the ... � I t � incorporate proposed . newable eneru. as aortrtutic s' .... IX ... m _ or res use o energy and it fai s to seasc'rnaial avatlal~ilc encs Y�I(�L crvatioi .. 7. Will the proposed actio impact existing: a. public/private water supplies' b. p. .._. public p _ WW tion impair athetreatment char character or 8. Will quality of important historic,archaeological, architectural or aesthetic resources. resources lav proposed e change to natural.._ W9mm Will the ro osed action result in an adverse g..wetlands, waterbodies,groundwater,air quality,fora and fauna). Page 3 of No,or Moderat No, small to large impact impact may may occur 10.Will the proposed action result in an increase in the ,potential for erosion .... flooding or drainage problems? _ 11. Will theproposed actioncreatea hazard to environmental resources or mm .. _ human health? Part Determination of signrlrearrce.The Lead Agency is responsible for the,completion aaf"Part 3. For evert' question in Part,? that wvas-answered"moderate to large impact may 4ael.uC or if there is a need to explain why a particular element of"the proposed action may or willl not result in a signulieaant adverse enviromnatal impact,please complete Part I Part 3 should, in sufficient detaiI, identify the impact., including any measures or design elements that have been included by the project sponsor to avoid or reduce impacts Part 3 should also expWia how the lead agency determined that the impact may or will not be significant. Each potential impact should be assessed considering its setting,probability or occurring, duration, irreversibility, geographic scrape and magnitude. Also consider the,potential for short-term, long-term and cumulative impacts. on ion and analysis above,and any supporting documentation, that the proposed action may result en nbased more potentiallylarge or significant adverse i Check this box i _ information ng g g p d an TVenvironmental impact statement is required. Check this box if you have determined,based on the information and analysis above,and any supporting documentation, that the proposed action will not result in any significant adverse environmental impacts. 74I 1 Z Name of Lead Agency Date "� ... Print or N�e 11e )f Responsible lonsible Officer in Lead Agency ....., Ti les of Responsible Officer Signature�'1"Responsible Officer in..Lead Agency Signature of Preparer(if different from om ResP onsibl Officer) Page 4 of 4 star �,`.7... `.b�. �1,. --�.� .�,r:: .'Y"u. .0 `5'",;•.�,._• 5 _ .i-�-. - _ ` 36� :, p Stu 8Y6at�i5tc�RCe. - ,�:'• .r, 000::,' �' .u`; ?0'^ �1�^00 �=2'000�� '3 �,4 00-. 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COQ 9° � b,�,\ �,(J - l'• - �° PeconIC Bay OP�P �OO , ` M n r �y an Winery e� 1 ` m} OSE WN iA a p0 J t so% aALDWIN�, �9 DP°909 11 `✓ PL i { n0� �°�'OP ✓ �� O ,, � —__^_�,—_.—_ rqA l(y, D1N60 FFe � s '� 0 9N v ,• ,f J ` - � - p4etya-_ cy N 4 FEET o: bttle Q° V EEtN000 Hayrcturt �° my0 \ Nog Neck NA NA AU` ��Q°�C� ,*:;-�. lJ °\O P, �o Suf'olk 2, 00 Strom Map #45 "3'41- y �n' LOOPIo �.�C`�•'.4.. d``S � t-ll�iticclt°L• o/Q 92w� Y�N� j Q i,' Marsh Pt i oQS`°�� yCARRI ON RO j` �o 0 51te C Access Via 'YF F° V '' '., ':;,_,yy Vim• �t:rt icor i `', i l' o ..J�Py o 5ubject Property) - W CNS � J G � '•o. = i - 707NILL 3 0 GEORGE RD 33 oy 9p {`®I, N ` Old CoveFANI I o - ARD RD YC OR KOUROS SD P 9 p❑o rIn ST JACKSON ��❑S7 �/ NEWISUFFOLFf Board of Trustees Applic Lon AUTHORIZATION (Where the applicant is not the owner) I/We, Jane G. Cummins AKA Jane G Weiland , owners of the property identified as SCTM# 1000- 111-13-11 in the town of Southold , New York, hereby authorizes En-Consultants 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. 1 �[ � /A Property Owner's Signature Property Owner's Signature Jane G. Cummins, AKA Jane G. Weiland SWORN TO BEFORE ME THIS q-ADAY OF 20 a� TIFFANY SHEVONNE DIAZ NOTARY PUBLIC.STATE OF NEW YORK Registration No.01D16285147 Qualified in Q e Co my Commission Expires Not 'c Board of Trustees Applic .on AFFIDAVIT Jane G. Cummins, AKA Jane G. Weiland BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMITS)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. r �-�CC�P�, 6ANIA _ `�gnature of Property Owner Signature of Property Owner Jane G. Cummins, AKA Jane G. Weiland SWORN TO BEFORE ME THIS DAY OF , 20 TIFFANY SHEVONNE DIAZ 4TARY PUBLIC,STATE OF NEW YORK Registration ualified in Quee OI C5147ogu tary U iC Commission Expires APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethicsymhibits`conflicts of interest on-the part of town officers and employees.The pgoose of this form is to provide inforination which can alert the town of passible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Cummins, Jane G., AKA, Weiland, Jane G. (Last name,fust name,griddle initial,unless you are applying in 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'(or through your company,spouse,sibling,parent,or child)have a relationship with any officer of employee of the Town ofSouthold? "Relationship''includes by'blood,marriage,or buamess interest.`Busiries`s interest"means'a business, including a partnership,in which the town officer or employee has,even a-pardal ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES NO 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 appropriate 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%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any 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 Submitted this day of rn A-ra 20 Z 0 Signatur mint c ane G. Cummins, A ane G. Weiland Form TS l APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees The ournose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOUR NAME HPt-rTnann�Rnhart R (Last name,first name,middle initial,unless you are applying in 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(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood,marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more 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 or position of that person_ Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee Either check the appropriate 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%of the shares of the corporate stock of the applicant (when the applicant is a corporation); B)the legal or beneficial owner of any 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 Submitted this 23rd of November 2020 Signature Print Name E. Herrmann Form TS 1 S�FFQtk Glenn Goldsmith,President O�Q 100, Town Hall Annex Michael J.Domino yam, 54375 Route 25 John M.Bredemeyer IIIN a P.O.Box 1179 A.Nicholas Krupski ® Southold,NY 11971 Greg Williams 'Y p! Telephone(631)765-1892 ��'� �a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN,OF SOUTHOLD January 4, 2021 Robert Herrmann En-Consultants 1319 North Sea Road Southampton, NY 11968 Re: Board of Trustees Application of Jane G:Weiland, 6485 Nassau,Point,Road, Cutchogue' SCTM# 1000-111-13-1 V, 4,11 To Whom It May Concern: You are receiving this letter as notice that, in accordance with the Governor's Executive Order 202.1, this application is now scheduled to be'heard,by the Southold Town Board of Trustees, via videoconferencing on Wednesday, January 20;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. Also 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. ery Truly Y urs, Glenn Goldsmith, President Board of Trustees Glenn Goldsmith,President O�OS�GFOC,I'CO- Town Hall Annex Michael J.Domino 54375 Route 25 John M.Bredemeyer IIIc = P.O.Box 1179 A.Nicholas Krupski p Southold,NY 11971 Greg Williams 4-, p! Telephone(631)765-1892 �� a Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD WORK SESSION & PUBLIC HEARINGS WEDNESDAY, JANUARY 20, 2021 5:OOPM & 5:300M A Regular Work Session and'Public Board Hearings of the SOUTHOLD TOWN BOARD OF TRUSTEES will be held on Wednesday, January 20, 2021 with the Work Session beginning at 5`OOPM and Public Hearings beginning at 5:30PM. Pursuant to Executive Order 202.1 of New York Governor Andrew Cuomo in-person access by the public will not be permitted. Town residents are invited to attend the public meetings virtually via the Zoom online platform. Written comments may also'be,subrhi,ted via-email to the Trustee's Clerks at .,-eliz,abethc@south.oldtownny..gov and diane:disalvo@town.southol'd:hy.us,. Said comments will r s; be:cbhsidered_at the public_hearing,prodded-th'at they.are submnitted no,latei`than �(Preuailing;Time) on the,day'o#the�pub,lic 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 into 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 65-1892Monday 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: 923 86753943 Password: 646408 • 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: hftps://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�QS�FFU�,�COG Town Hall Annex Michael J.Domino y_ 54375 Route 25 John M.Bredemeyer III N z P.O.Box 1179 A.Nicholas Krupski p Southold,NY 11971 Greg Williams ?' ® p! 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 12:00PM 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 whenever they 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. r , NOTICE OF HEARING NOTICE IS HEREBY GIVEN that a Public Hearing concerning this property will be held by the Southold Town Board of Trustees via the online Zoom platform. OWNER(S) OF RECORD: JANE G. WEILAND SUBJECT OF PUBLIC HEARING: For a Wetland Permit to demolish and remove existing cellar entrance and 60sq.ft. section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling, including 415sq.ft. second-floor dormer addition, 170sq.ft. second-story deck in place of portion of existing roofed-over porch, 60sq.ft.first floor addition beneath existing roofed-over porch,and 1,044sq.ft. one and two-story addition to south end of dwelling with attached 377sq.ft. raised patio and steps, 207sq.ft.deck, retaining wall, and 6'x9' roofed-over entry porch and steps with grade-level masonry path; maintain existing 5.6'x6.9' hot tub on roofed-over porch and 4'x6' outdoor shower on north side of house; install 500 gallon underground propane tank, underground utilities, and A/C unit on grade-level slab; remove existing septic system, install I/A sanitary system, and re-grade to accommodate new system using approximately 126 cubic yards of excavated on-site sci l material and approximately 56 cubic yards of clean, "ratable" soil to be trucked in; install stormwater drainage system; install 6' high fencing along southerly property line; and establish and perpetually maintain a 10' wide, approximately 1,407sq.ft. non-turf buffer adjacent to top of bluff to be planted with native vegetation. Located: 6485,Nassau Point Road, Cutchogue. SCTM#: 1000-111-13-11 TIME & DATE OF PUBLIC HEARING: Wednesday, January 20, 2021 — at or about 5:30P.M. — 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 "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. BOARD�OF TRUSTEES * TOWN OF SOUTHOLD * (631) 765-1692 Glenn Goldsmith, President �QS SCO Town Hall Annex Michael J.Domino y a$ y��i 54375 Route 25 John M.Bredemeyer III caP.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams 0l,r� Telephone(631)765-1892 dot �a. Y Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD BOARD OF TRUSTEES: TOWN OF SOUTHOLD --------------------------------------------------------------- In the Matter of the Application of JANE G. WEILAND 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 x_.t I, Robert E. Herrmann , residing at/dba Fh-Consultants 1319 North Sea Rodd, Southml?ton, NY 11968 being duly sworn, depose and say: That on the 12th day of January , 2021 , I personally posted the property known as 6485 Nassau Point Road,Cutchogue; SM #1000-111-13-11 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, January 20, 2021. Dated: (signature) Sworn to before me this 19th day of Jan. 2021 KIM H . STEPHENS NOTARY PUBLIC STATE OF NEW YORK Q'otaryy c COMMISSION NO . 5015931 QUALIFIED IN SUFFOLK COUNTY EXPIRES AUGUST 7 , 20( NOTICE TO ADJACENT PROPERTY OWNER BOARD OF TRUSTEES, TOWN OF SOUTHOLD In the matter of applicant: Jane G.Weiland SCTM#1000-111-12-11 YOU ARE HEREBY GIVEN NOTICE: 1. That it is the intention of the undersigned to request a Permit from the Board of Trustees to: Demolish and remove existing cellar entrance and 60'sf section of existing 1.5-story dwelling,construct additions and alterations to existing 1 5-story dwelling,including 415 sf second-floor dormer addition, 170 sf second-story deck in place of portion of existing roofed-over porch,60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck, retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path,maintain existing 5.6'x 6.9' hot tub on roofed-over porch and 4'x 6'outdoor shower on north side of house;install 500-gallon underground propane tank,underground utilities,and A/C unit on grade-level slab;remove existing septic system,install I/A-sanitary system,and re-grade to accommodate new system using approximately 126 cy of excavated on-site soil material and approximately 56 cy of clean,"ratable"soil to be trucked in; install stormwater drainage system;install 6-high fencing along southerly property line,and establish 10'wide,approximately 1,407 sf non-turf buffer adjacent to top of bluff,to be planted with native vegetation,all as depicted on the site plan prepared by Jeffrey T Butler,P.E., P.C.,last dated October 14,2020. 2. That the property which is the subject of Environmental Review is located adjacent to your property and is described as follows: 6485 Nassau Point Road,Cutchogue 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: DATE: Wed,January 20,2021 @ 5:30 PM via Zoom(meeting access info attached) 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. Jane G.Weiland PROPERTY OWNERS NAME: 46 Litchfield Road MAILING ADDRESS: Port Washington,NY 11050 PHONE #: 917-379-5674 AGENT: En-Consultants MAILING ADDRESS: 1319 North Sea Road, Southampton,NY 11968 PHONE #: 631-283-6360 Enc: Copy of sketch or plan showing proposal for your convenience. PROOF OF MAILING OF NOTICE ATTACH CERTIFIED MAIL RECEIPTS Name: Address: #1000-111-15-7 6675 Nassau Point Road R Winchester QPRT&P Winchester QPRT Cutchogue,NY 11935 #1000-111-15-6 393 West 49th Street, Apt. 6S Helen Kennedy New York,NY 10019 #1000-111-12-5.2 4875 Wunneweta Road Plulip&Letricia Iovmo Cutchogue,NY 11935 #1000-111-13-10 169 Carroll Street NG Marie Brooklyn,NY 11231 Nassau Point Property Owners Association PO Box 346 Cutchogue,NY 11935 STATE OF NEW YORK COUNTY OF SUFFOLK Robert E.Herrmann doing business at En-Consultants 1319 North Sea Road Southampton,NY 11968 , being duly sworn, deposes and says that on the Rth day of January ,20 21 , 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 at Southampton , that said Notices were Mailed to each of said persons by (certified)(ragjaomvcmail. Robert E.Hernrqp Coastal Managment Specialist Sworn to b fore me this day of ei-4 ,20 c;�'l otary is Postal © ■ ! o RECEIPT CERTIFIED MAIL= D. 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PC- co —0 Certified Mail Fee Certified Mail Fee Extra Services&Fees(check box,add fee as appropriate) -,` Extra Services&Fees(checkbox,add fee as appropriate) I� ❑Return Recelpt(hardcopy) $ y�y C3 ❑Return Receipt(hardcopy) $ I I _ r 0 ❑Return Recelpt(electronic) $ _114A,Postmark 4i O ❑Return Receipt(electronic) $ C3 [:]Certified Mall Restricted Delivery $ r �iaere .,� C ❑Certified Mall Restricted Delivery $ ` Here j O ❑Adult Signature Required $ �� M ❑Adult Signature Required $ ❑Adult Signature Restricted Delivery$ >�� ❑Adult Signature Restricted Delivery$ C3 postage ,°a rr PostageEr C) rq Totr `-�,� ?.^a4,7 Total Post •�et�� e^'7_v/' R+ V 1e V $ � ��' $ R Winchester APRT Ser. Sent To ru NG Marie ru a _----:--___ 4 0 P Winchester APRT �__..__ N $lie 169 Carroll-Street i� 1 � si`eeie�q 6675 Nassau Point Road city Brooklyn,NY 11231 ctry;s�aie Cutchogue, NY 11935 Postalr o RECEIPT M I ru �. Only _ co O F F Certified Mail Fee / r \ C3 $ �h Extra Services&Fees(checkbox,add fee as appropriate) •` \� / Em ElReturn Receipt(hardcopy) $ r•� ,., ` :`� C3 ❑Return Receipt(electronic) $ r� �.f.�.r? Postmark' » El Certified Meal Restricted Delivery $ f:�( _Y Here C3 ❑Adult Signature Required $ []Adult Signature Restricted Delivery$ 0 Postage I �/ Er a j r u Total Pt ru Sent To Nassau Point Property OwnersA°s`soc N $meeia PO Box 346 j ctry;�i; Cutchogue,NY 11935 ' I R � o T o � { o oN 10.+7 o 3 • n b m OR 5R a • S n � `d y � � IOD OD � f i vii CL vii' N � m C3 .00 -� O.l' U� pay 0 00 .« • Va rl1 0 ry 00 ow m C F• h Q Q. '- (A ' C O �V O Ul Qom. N N r r =^.. D SD m r. •c �+ o C 1 c a ll ? 0' i �p . p, {V C w C3 CD _ W Z C3 8 0 _ -r w CJn D i `l AT N'p•M Q 1.0 o ca C3. 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Article Addressed to: D. Is delivery address different from item 1? 0 Y If YES,enter delivery address below: 0 I R Winchester QPRT P Winchester QPRT 3. Service Type ❑Priority Mali Expresso 6675 Nassau Point Road ❑Adult Signature ❑Registered MaiITM ❑A It Signature Restricted Delivery ❑Registered Mail Restricted j Cutchogue,NY 11935 r ertiftedMall@ Delivery '❑Return Receipt [3 Certified Mall Restricted Delivery, -- -- --- ❑Collect on Delivery Merchandise _ ----I Ilvery Restricted Delivery..'P Signature ConfirmationTM E3,�_�__,,____�__ --•---•-•• Signature.Canfirmation ?ORO 12 9 0 0 0 0 0 ,0 4 6 8, 4 0-61 Restrioted Delivery;' iFlestricted Delivery i �• , E'PS Form 3811,July 2015 PSN 7530-02-000-9053 Domestic Return Receipt c; i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY e ■ Complete items 1,2,and 3. A. Signature ■ Print your name and address on the reverse X 9 1 eD I G/L7 E3 Agent f so that we can return the card to you. E3 Addressee i very BR ■ Attach this card to the back of the mailpiece, B. 'VV' d by rint Name) C. Date of D liAG or on the front if space permits. w` 1. Article Addressed to: D. Is delivery address different from item 1? ❑YPd if YES,enter delivery address below: Mo R Winchester QPRT' P WinchesterPRT Q 3: Service Type ❑Priority Mail Express@ 6675 Nassau Point Road ❑Adult Signature ❑Registered MaiITM 13 It Signature Restricted Delivery ❑Registered Mail Restricted Cutchogue,NY 11935 ertified Mall@ Delivery ❑Certified Mall Restricted Delivery ❑Return Receipt for - - ❑Collect on Delivery Merchandise n__n..i:..�..nr.,mAe.•_?rancfiar_frnm carvlra/ahaft ❑Collect on Delivery Restricted Delivery ❑Signature ConflrmationTM ; ❑Signature Confirmation 7,018•,i 18 30 i +0 0,110,'17 0 9114 4 2 7 ° i SII Restricted Delivery i 1 Restricted Delivery j PS Form 3811,July 2015 PSN 7530-7000-9053 Domestic Return Receipt 1/11/2021 . USPS.com®-USPS Tracking®Results Tracking Number: 70201290000004684047 We attempted to deliver your item at 3:04 pm on January 11, 2021 in CUTCHOGUE, NY 11935 and a notice was left because an authorized recipient was not available. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice beginning January 12, 2021 . If this item is unclaimed by January 26, 2021 then it will be returned to sender. Delivery Attempt: Action Needed January 11, 2021 at 3:04 pm Notice Left (No Authorized Recipient Available) CUTCHOGUE, NY 11935 Schedule Redelivery Text & Email Updates Schedule Redelivery Tracking History January 11, 2021, 3:04 pm Notice Left (No Authorized Recipient Available) CUTCHOGUE, NY 11935 We attempted to deliver your item at 3:04 pm on January 11, 2021 in CUTCHOGUE, NY 11935 and a notice was left because an authorized recipient was not available. You may arrange redelivery by using the Schedule a Redelivery feature on this page or may pick up the item at the Post Office indicated on the notice beginning January 12, 2021. If this item is unclaimed by January 26, 2021 then it will be returned to sender. January 10, 2021, 5:31 pm Departed USPS Regional Facility MID NY DISTRIBUTION CENTER January 8, 2021, 8:48 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER https•//tools.usps com/go/TrackConfirmAction?tRef=fullpage&tLc=6&text28777=&tLabels=70201290000004684047%2C70201290000004684054%2C. 1/1 1/11/2021 USPS.com®-USPS Tracking®Results Tracking Number: 70201290000004684054 Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. In-Transit January 10, 2021 In Transit to Next Facility Get Updates Text & Email Updates Tracking History January 10,2021 In Transit to Next Facility Your package is moving within the USPS network and is on track to be delivered to its final destination. It is currently in transit to the next facility. January 9,2021,9:07 am Arrived at USPS Regional Facility NEW YORK NY DISTRIBUTION CENTER January 8,2021,8:48 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER Product Information https://tools usps com/go/TrackConfirmAction?tRef=fullpage&tLc=6&text28777=&tLabels=70201290000004684047%2C70201290000004684054%2C . 1/1 1/11/2021 USPS com®-USPS Tracking®Results Tracking Number: 70201290000004684030 Your item was delivered to an individual at the address at 2:53 pm on January 11, 2021 in BROOKLYN, NY 11231. Delivered January 11, 2021 at 2:53 pm Delivered, Left with Individual BROOKLYN, NY 11231 Get Updates Text & Email Updates Tracking History January 11,2021,2:53 pm Delivered,Left with Individual BROOKLYN,NY 11231 Your item was delivered to an individual at the address at 2:53 pm on January It, 2021 in BROOKLYN,NY 11231. January 11,2021, 6:17 am Departed USPS Regional Facility BROOKLYN NY DISTRIBUTION CENTER January 10,2021 In Transit to Next Facility January 9,2021,8:49 am Arrived at USPS Regional Facility BROOKLYN NY DISTRIBUTION CENTER January 8,2021,8:48 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER Product Information https://tools.usps com/go/TrackConfirmAction?tRef=fullpage&tLc=6&text28777=&tLabels=70201290000004684047%2C70201290000004684054%2C 1/2 1/11/2021. USPS com®-USPS Tracking®Results Tracking Number: 70201290000004684061 Your item was delivered to an individual at the address at 2:43 pm on January 11, 2021 in CUTCHOGUE, NY 11935. Delivered January 11, 2021 at 2:43 pm Delivered, Left with Individual CUTCHOGUE, NY 11935 Get Updates Text & Email Updates Tracking History January 11,2021,2:43 pm Delivered, Left with Individual CUTCHOGUE,NY 11935 Your item was delivered to an individual at the address at 2:43 pm on January 11, 2021 in CUTCHOGUE,NY 11935. January 10,2021,5:31 pm Departed USPS Regional Facility MID NY DISTRIBUTION CENTER January 8,2021,8:48 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER Product Information https://tools usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=6&text28777=&tLabels=70201290000004684047`/`2C70201290000004684054%2C 1/1 1/11/2021. USPS com®-USPS Tracking®Results Tracking Number: 70201290000004684023 Your item departed our USPS facility in MID NY DISTRIBUTION CENTER on January 10, 2021 at 5:31 pm. The item is currently in transit to the destination. In-Transit January 10, 2021 at 5:31 pm Departed USPS Regional Facility MID NY DISTRIBUTION CENTER Get Updates Text & Email Updates Tracking History January 10,2021,5:31 pm Departed USPS Regional Facility MID NY DISTRIBUTION CENTER Your item departed our USPS facility in MID NY DISTRIBUTION CENTER on January 10,2021 at 5:31 pm. The item is currently in transit to the destination. January 8,2021, 8:48 pm Arrived at USPS Regional Facility MID NY DISTRIBUTION CENTER Product Information https://tools.usps.com/go/TrackConfirmAction?tRef=fullpage&tLc=6&text28777=&tLabels=70201290000004684047%2C70201290000004684054%2C . 1/1 Town of Southold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM 'b PROPERTY LOCATION: S.C.T.MA THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A Q� 1000 111 13 11 STORM-WATER,GRADING,DRAINAGE AMP EROSION CONTROL PLAN Ms_fricF Section Block Lot CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONSTRUCTION ITEM#/WORK ASSESSMENT _F Yes No a.What is the Total Area of the Project Parcels? 1 Will this Project Retain All Storm-Water Run-Off (include Total Area of all Parcels located within 52,413 sf Generated by a Two(T)Inch Rainfall on Site? X Elthe Scope of work for Proposed Construction) (S F./Acres)) (This item will include all run-off created by site b,What is the Total Area of Land Clearing clearing and/or construction activities as well as all and/or Ground Disturbance for the proposed 18,028 sf Site improvements and the permanent creation of construction activity? (S F/Acres) impervious surfaces.) 2 Does the Site Plan and Survey Show All Proposed ❑ PROVIDE BRIEF PROJECT DESCRIPTION(Provide Additional Pages as Needed)) Drainage structures Inddicating Size&Location?Tlus item shall include all proposed Grade Changes and Demolish and remove existing 16'x 2P attached greenhouse and construct in its place a 16'x 7'first-story Slopes Controlling Surface Water Flow, attached pool cabana addition and 4'x 5 5'outdoor shower,construct a 20'x 40'in-ground swimming pool 3 Does the Site Plan and/or Survey describe the erosion X ❑ (partially in place of greenhouse and 87 sf of existing on-grade patio to be removed),construct an 884 sf and sediment control practices that will be used to raised masonry pool patio around swnnming pool(partially in place of greenhouse and 166 sf of existing control site erosion and storm water discharger.This on-grade patio to be removed)with P x 5'step to grade and 2'x 4 5'steps to on-grade patio,construct 124 sf Item must be maintained throughout the Entire Construction Period expansion of on-grade masonry patio(partially in place of existing gravel patio),construct a Tx 10 5' attached extortor storage shed adjacent to dwelling,remove existing concrete pad and construct Tx 20' 4 Will this Project Require any Land Filling,Grading or ❑ Excavation where fhere is a change to te Natural trellis over existing AC units,install pool enclosure fencing,remove approximately 35 cy soil material from Existing Grade involving more than 200 Cubic Yards behind existing boulder retaining wall and realign wall to allow for pool installation by removing 58 If of of Material within any Parcel? existing boulder wall and installing 91 If of boulder wall,and establish l0'wide,approximately 2,100 sf 5 Will this Application Require Land Disturbmg Activities nonturf buffer along top of bluff,all as depicted on the site plan prepared by Marshall Paetzel Landscape Encompassing an Area in Excess of Five Thousand Architecture,dated September 20,2017,and last revised October 30,2017 (5,000 S.F.)Square Feet of Ground Surface? 6 Is there a Natural Water Course Running through the Site?Is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100)feet of a Wetland or Submission of a SWPPP is required for all Construction activities involving soil Beach? disturbances of one(1)or more acres-including disturbances of less than one acre that 7 Will there be Site preparation on Existing Grade Slopes ❑ are part of a larger common plan that will ultimately disturb one or more acres of lands, which Exceed Fifteen(15)feet of Vertical Rise to Including Construction activities involving soil disturbances of less than one(1)acre where One Hundred(100')of Horizontal Distance? the DEC has determined that a SPDES permit is required for storm water dtscharges- Q (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit O Will Driveways,Parking Areas or other impervious for Storm Water Discharges from Construction activity-Permit No.GP-0-10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off ❑ X 1 The SWPPP shall be prepared prior to the submittal of the NOI The NOI shall be into and/or in the direction of a Town right-of-way? submitted to the Department prior to the commencement of construction activity 2 The SWPPP shall describe the erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, ❑ required,post-construction storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Item Within the Town Right-of-Way or Road Shoulder compliance with the terms and conditions of this permit In addition,the SWPPP shall Area?(This item wdl NOT include the installation of Driveway Aprons) identify potential sources of pollution which may reasonably be expected to affect the quality of storm water discharges NOTE If Any Answer to Questions One through Nine is Answered with a Check Mark 3.All SWPPPs that require the post-construction storm water management practice in a Box and the construction site disturbance is between 5,000 S F &1 Acre in area, component shall be prepared by a qualified Design Professional Licensed in New York a Storm-Water,Grading,Drainage&Erosion Control Plan is Required by the Town of that is knowledgeable in theprinciples and radices of Storm Water Management. Southold and Must be Submitted for Review Prior to Issuance of Any Building Permit g P 8 (NOTE A Check Mark(X)and/or Answer for each Question is Required for a Completed Application). STATE OF NEW YORK, COUNTY OF -Suffolk Sffol------------------------ SS That I, Robert E.Herrmann _ being duty sworn,deposes and says that he/she is the applicant for Permit, (Name of individual signing Document) And that he/she is the -Agent-for-the-Owner _____-------------------------------------------- (Owner,Contractor,Agent,Corporate Officer,etc. Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed.in the manners set forth in the application filed herewit . Sworn to before me this, --------------------------- - r---------day o -----November---- ---------- ,20 20--- v�' ------------ Notary P — 9. 1 M H. S T E P H E N S______ __ _ __ - -- -- - ------- --- -- m B Y P U B L I C (signature of Applicant) FORM - 06 10l D COHNISSVDN ND . 501593V ZI/AfLOINED 1N SUFFDL(K Ir(D Nl y !f N� RfS AUGUST 2, �@ i ! Town of Southold LWRP CONSISTENCY 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 information used by a Town of Southold agency in making a determination of consistency. *Except minor exempt actions including Building Permits and other ministerial permits not located within the Coastal Erosion Hazard Area. 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its si nificant beneficial and adverse effects upon the coastal area (which includes all of Southold Town). If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions, it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 111 - 13 - 11 PROJECT NAME Jane G.Weiland The Application has been submitted to (check appropriate response): Town Board ❑ Planning Board❑ Building Dept. ❑ Board of Trustees 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: VN Nature and extent of action: Demolish and remove existing cellar entrance and 60'sf section of existing 1.5-story dwelling; construct additions and alterations to existing 1.5-story dwelling,including 415 sf second-floor dormer addition, 170 sf second-story deck in place of portion of existing roofed-over porch,60 sf first floor addition beneath existing roofed-over porch,and 1,044 sf one and two-story addition to south end of dwelling with attached 377 sf raised patio and steps,207 sf deck,retaining wall,and 6'x 9'roofed-over entry porch and steps with grade-level masonry path;maintain existing 5.6'x 6.9'hot tub on roofed-over porch and 4'x 6'outdoor shower on north side of house; install 500-gallon underground propane tank,underground utilities,and A/C unit on grade-level slab;remove existing septic system, install I/A-sanitary system,and re-grade to accommodate new system using approximately 126 cy of excavated on-site soil material and approximately 56 cy of clean,"ratable" soil to be trucked in; install stormwater drainage system;install 6-high fencing along southerly property line;and establish 10'wide,approximately 1,407 sf non-turf buffer adjacent to top of bluff,to be planted with native vegetation,all as depicted on the site plan prepared by Jeffrey T.Butler,P.E.,P.C.,last dated October 14,2020. Location of action: 6485 Nassau Point Road,Cutchogue Site acreage: 52,413 sf Present land use: Residential,single family dwelling Present zoning classification: R-40 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: Jane G.Weiland (b) Mailing address: 45 Litchfield Road Port Washington,NY 11050 '(c) Telephone number: Area Code 917-379-5647 (d) Application number, if any: Will the action be directly undertaken, require funding, or approval by a state or federal agency? Yes 11No® If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III - Policies; Page 2 for evaluation criteria. ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III- Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No ® Not Applicable f Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III - Policies Pages 6 through 7 for evaluation criteria ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III - Policies Pages 8 through 16 for evaluation criteria ® Yes ❑ No ❑ Not Applicable The site is protected by a bulkhead and secondary retaining wall at the base of the bluff, the proposed additions will be situated in line with and or set farther back from the waterside edge of the existing dwelling;and a non-turf buffer to be planted with native vegetation will be established in place of existing lawn,all minimizing the risk of potential erosion damage,consistent with Policy 4. Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III - Policies Pages 16 through 21 for evaluation criteria ® Yes ❑ No ❑ Not Applicable See attached addendum. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III - Policies; Pages 22 through 32 for evaluation criteria. ®Yes ❑ No ❑ Not Applicable LWRP CONSISTENCY ASSESSMENT FORM ADDENDUM FOR JANE G.WEILAND 6485 NASSAU POINT ROAD CUTCHOGUE,NY SCTM#1000-111-13-11 POLICIES 5& 6 Consistent with the goals of Policies 5 'and 6 of the Local Waterfront Revitalization Program and Chapter 275, Wetlands, the below plan features will mitigate potential project impacts and result in, a net improvement to the physical and environmental conditions of the subject and adjacent lands, including an increase in the protection and improvement of groundwater and surface water quality and the protection and restoration of the adjacent bluff, shoreline, and tidal wetland ecosystem through enhanced treatment of septic waste; increased drainage capacity and decreased runoff potential; reduction of existing lawn area and potentially associated fertilizers, pesticides, and insecticides; and increased coverage by native vegetation that both enhances protection from bluff erosion and serves as a sink and filter for stormwater runoff and the contaminants potentially contained therein. a. The existing dwelling is located 33 feet from the top of bluff, and all proposed additions and alterations have been carefully designed to remain in line with and/or farther landward so as not to create any additional encroachment on the bluff. The primary dwelling expansion, the one and two-story addition at the south end of the existing dwelling, for example, will be set back 17 feet farther and no less than 50'feet from the top of bluff. b. The nonconforming septic system consisting of a single cesspool will be removed and replaced with a low-nitrogen, I/A sanitary system located more than 100 feet from the bluff. Unlike conventional systems that are not designed or equipped to treat nutrients such as nitrogen, I/A systems are designed to significantly reduce nitrogen loading into the groundwater and ultimately surface waters., c. A stormwater drainage-system consisting of roof gutters, leaders and drywells has been designed to capture and recharge roof runoff from both the existing and expanded dwelling and other developed surfaces, including the driveway, which will also be comprised of a pervious gravel surface. d. A 10' wide, approximately 1,407 sf non-turf buffer will be established adjacent to , the top of bluff, which is to be planted with native vegetation. e. A project limiting fence will be installed to contain site disturbance and potential surface runoff during construction. See attached addendum. Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III - Policies Pages 32 through 34 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III - Policies; Pages 34 through 38 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III - Policies; Pages 38 through 46 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary WORDING COAST POLICIES t Policy 10. Protect Southold's water'_de endent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III - Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III - Policies; Pages 57 through 62 for evaluation criteria: ❑Yes ❑ No ® Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III_— Policies; Pages 62 through 65, for evaluation criteria. ❑ Yes ❑ No L!!!N Not Applicable Attach additional sheets if necessary Policy 11 Promote appropriate use and development of energy and,mineral resources. See LWRP Section III - Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY LECoastal Managemeni Spedialist DA l ENovember23,2o20 Robert E.He_= Amended on 811105 i EN-CONSULTANTS November 23,2020 Town of Southold Board of Trustees i ) - 54375 Main Road Post Office Box 1179 Southold,New York 11971 NOV 3 0 2420 Re: Jane G.Weiland Sc�r;,�i,i c,wn 6485 Nassau Point Road, Cutchogue Bea-i of Truss'-' s SCTM#1000-111-13-11 Dear Board of Trustees: In regard to the above referenced property, enclosed are the following for the Board of Trustees review: 1. Four(4)Wetland&Coastal Erosion Permit Applications including: a) Authorization&Disclosure Forms; b) Short Environmental Assessment Form; c) LWRP Consistency Assessment Form. 2. Photographs. 3. Copy of Zoning Board of Appeals Findings,Deliberations and Determination for File#7434,meeting date November 19, 2020. 4. Proposed site plan and sanitary site plan prepared by Jeffrey T.Butler,P.E.,P.C.pages SP1-SP4, dated May 14, 2020. 5. Survey prepared by Peconic Surveyors,P.C.,last dated May 1,2020. 6. Application fee of$250.00. I hope this information shall allow you to process our permit request. Should any additional information be required,please do not hesitate to contact our office. Sincerely, I _ Robe . Herrmann Coastal Management Specialist /khs Enc. 1319 North Sea Road I Southampton,New York 11968 p 631.283.6360 f 631.283.6136 wwwenconsultants com environmental consulting