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HomeMy WebLinkAboutOrient Moon, LLC Glenn Goldsmith, President `�®F S®u,� Town Hall Annex A. Nicholas Krupski,Vice President ®V� ®�® 54375 Route 25 P.O. Box 1179 Eric SepenoskiE Southold, New York 11971 Liz Gillooly cog =C Telephone(631) 765-1892 Elizabeth Peeples 22� �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD July 15, 2024 Kate Rummel Cole Environmental Consulting 425 Montauk Highway East Quogue, NY 11942 RE: ORIENT MOON LLC, c/o DEBORAH BLANKFORT 420 WILLOW TERRACE LANE, ORIENT SCTM# 1000-26-2-10 Dear Ms. Rummel: The Southold Town Board of Trustees reviewed the site plan prepared by CMT Architect, last dated June 26, 2024 and determined that the proposed construction of a two-story dwelling with an I/A sanitary system and in-ground pool is out of the 100 foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100' landward from the edge of vegetated wetlands, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, Glenn Goldsmith, President GG:ec SITE PLAN OF PROPERTY SITUATED AT TEST HOLE DATA ORIENT TEST HOLE DUG BY McDONALID GEOSCIENCE ON SEPTEMBER 30, 2005 q0T (NOT TO SCALE) TOWN OF SOUTHOLD EL 8.7' EL 0.0' A 4 S U F F O L K COUNTY, NEW Y O R K DARK BROWN SILTY LOAM OL .4 ' JUL 2 2024 S.C. TAX No. 1000-26-02- 10 EL 1.0 it SCALE 1 =20' BROWN SILT ML iiEL 3.3- EL 5.4' AREA 23,742 sq. ft. REVISIONS D E S C R I P T 1 0 N 9 0.545 ac. WATER IN BROWN SILT ML -1-17 2/8/24 HEALTH DEPT EDITS THIS SITE PLAN HAS BEEN PREPARED - USING THE INFORMATION FROM THE EL 6.0' SURVEY OF JOHN METZGER L.S. FROM 6/26/24 EDITS PER DEC PECONIC SURVEYORS P.C., DATED JUNE 1, 2017. WATER IN PALE BROWN FINE RESIDENCE TO COURSE SAND SW RESIDENCE RESIDENCE WELL WATER(150.0'+) CP � ( - CP WELL WATER(1150.0'+) WELL WATER(150.0'+) •_ CP -EL 12.0' CP EXISTING HEALTH DEPARTMENT CP 16.0' R.O.W. GRAVEL DRNIEWAY L%71,7 6,fw REFERENCE # R10- 17-0043 .1 rMAL N 16.2210"W N 22'30'00"W OVERHEAD WIRES 136.23' 1 OF L 6.6' G 28.77 DRAINAGE SYSTEM CALCULATIONS: rn� EL 7.4 ROOF AREA: 3354.3 sq. ft. SrRLCM SUM 3354.3 sq. ft. X 0.17 570.2 cu. ft. - - - - - - - .........................I................ - - - - - - - - ........................................... 20'-0" 570.2 cu. ft. / 42.2 13.5 vertical ft. of 8' dia. leaching pool required ....... ........ PROVIDE (7) 8' dia. X 2' high STORM DRAIN POOLS 0............ ...... . ............ 0 ....................................... al OM . . NOTE: ALL ROOF AREAS TO BE PIPED TO DRYWELLS ACK 40.0 . ............... PROVIDE 3'-0" COLLAR AROUND EACH DRYWELL OF CLEAN BANK RUN PROPOSED 8' DIA. X 2' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: Olt PROPOSED 8' DIA. X 2' DEEP DRYWELL WITH OPEN GRATE ARE SHOWN THUS: SO-.5 -1­1 - - - - - - - - - - - - - -MhUPLE RUM SET BACK CP CP r LINE OF DECK ABOVE- C P (� 112•%VnUlION PIPE CP scum PROPos CP 2- LOT AREA = 23,742 sq. ft. B 19.3 .......... I 70'r ..... ............0 CHAMBER Volume(gal) ....... ......... 2'- 0 70 -or- -07 DECKK LOT 14 ARO Ld Sedimentation Chamber 277 fy Anaerobic Filtration Chamber 278 16.0-. RESIDENCE U .............. PROPOSED IMPERVIOUS LOT COVERAGE Aerobic Contact Filtration Chamber 127 LOT 16 ugs, I . .. .......... ©X AR f Storage Chamber 63 ................... clf!..' "I WELL WATER(136.0') DESCRIPTION AREA X LOT COVERAGE RESIDENCE .... .. ..........I... Disinfection Chamber 4 Ill. �:.:: ......... 1,CM AND HYAIR CONTROL < O -- SIDE 00............. .......... ............ PANELA-RAO Total Volume 749 ...........................V......-'5.9'- .................. 1.532.3 sq. ft. PROPOSED 2 STORY HOUSE ........ CyUN L M(01FDONAL) WELL WATER(1150.0 HOUSE & GARAGE 7.7X 4"INLET OUTILET PPE ............. ........ CONTROL LOCATION "0 PROPOSED GRADE IN CO VAfL TO BE WALLED Z • :JA SPECIFICATIONS IN W�4 OM A .. ...... ......... ............. ..... .......... ....... PORCHES 722 sq. ft. 3.OX 4 BEDROOMS.......... ......04 Anaerobic Media PP/PE 32% ......... ...... ELECTRICAL FEEDER AND CONTROL LL %V.V.V.CO POOL 800 sq. ft. 3.4X Board Type Aerobic Media PVC/PP/PE I Filling Rate to E 0 ... RFL EL 16.6........... ...... --ffFUENT Aerobic Media PP/PE I Filling Rate 57% ...........*........... ...... LP LINES TO OW11S CONTROL PANEL .......................... PROPOSEDV.' INLET BAFFLE- AR LIFT PUMP Blower 2.8 cfm ............. : CLEAN OUT AND AIR BLOWER.................. :1 SM GWXE TOTAL 3,354.3 sq. ft. 14.1 x ><0 Tank FRP -'-SLAB EL 115XV• 1 P • Ld q '10.4 . 0 Pi in PVC I PP PE ................ LP 2' DIA, FRESH AIR VENT Access Covers Plastic/Cast Iron ..... CONNECTED TO HOUSE VENT 0 M INTAI(E I Disinfectant(Optional) Chlorine Tablets 0* REORMLATION F" VLOW BAnU L LINE Of DEC' f'-%-16.0­-'-'-%'- -& (CLEANING O'ENING) 1 12 x 12 POLYLOK D-BOX IN NOTES: FLOW OPENING PLAN VIEW B r fm" I I W/ PDB-12 RISER AND I E ROTD-FLOW 3050-4 LEVELERS 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM LP =3 LP TO QW WITH LOCKING COVER C MANHOLE EXISTING ELEVATIONS ARE SHOWN THUS: AKx CYLINDER(OPYMAL) FU 3: 0 F.FL. - FIRST FLOOR 18'MANHOLE(TYIFI' , Is'�MAWOLE(TYP 24!r'MANHOLE CrYP C:) 13 138'-0l C14 0 G.FL - GARAGE FLOOR 10 LJL 0 OPENING 0 ST HOLE CP � r -1 0 FL 8.7' 2. (1) CIEN-5 FUJI CLEAN TREATMENT SYSTEM (500 GAL PER DAY) TYPE 14 117 J OONTACT MEDIA 1111 0 4�T1.0 3. (6) 8 FT. DIAMETER X 2 FT. DEEP PRECAST CONCRETE LEACHING RINGS 70.-0. BACKFILL WITH 3' SAND COLLAR, 2' ABOVE GROUND WATER -01- 7,1PROPOSED EXPANSION POOL x X 0 . V 3: z 6 ASSEMBLY 12.6' TEST WELL PROP. WELL EL 9.3' to ( PROPOSED LEACHING POOL 1)a I >< 0 1 S 22'30'00"E MR' 0-00-1 PROPOSED FUJI CLEAN CEN-5 TREATMENT SYSTEM 0 Z 0 OVERHEAD WIRES E) OVERHEAD WIRES MEDIA 0PROPOSED 112"02" POLYLOK DISTRIBUTION BOX < N U ASSE11MY 1 � I 0 v / 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. SECTION A-A VIEW SECTION B-B VIEW P 371' TO CROSS STREET :74 W I LLOW TER RAC E - r-I to rr-) KING STREET FUJI CLEAN CEN-5 TREATMENT SYSTEM SEPTIC SYSTEM DETAIL (NUT TO SCALE) (NOT TO SCALE) SLATE OR OTHER /-12 11 2 POLYLOK D-BOX SE SUITABLE COVER W/ -12 RISER AND F'L II& PE:STOPPER AND PLUG ROTO-IFLOW 3050-4 LEVELERS -- ELEV. ELEV. 3 R.;Z' FINISHED GRADE TO GRADE WITH LOCKING COVER ELEV. 10.6, RESIDENCE RESIDENCE rj WELL LOCATION UNKNOWN v WELL WATER (117.0') SEPTIC 150.0 ALARM/CONTROL PANEL CONTROL PANEL, MOUNTED CLEANOUT-/ I/A OWTS TANK ON 4X4* PRESSURE P=N/ INVE FUJI CLEAN CEN-5 t'! NVERT INVERT­7 MDL#1041972 CONTROLER TREATED WOOD POSTS PER FOOT MIN. ELEV. TREATMENT SYSTEM E E. ELEV. bjs� MFG BY SJE RHOMBUS ER YINfi 4" DIA. PIPE CLASS V7L2r� INVERT -AIR BLOW EXISTING HEALTH DEPARTMENT 2400 PIPE OR EQUAL EVE ELEV. M6 F) INSULATED WEATHER B* PER FOOT MIN. PITC (6) 8' DIAMETER A RESISTANTELOWER 0 2 IN* PER PIPE CLASS ENCLOSUR REFERENCE # R10- 17-0043 PIPE OR EQUAL LEACHING POOLS V) I moo' BOTTOM EL. 4.10'GROUND WATER r 1 C h a r l e s M . T h o m a s ELEV. 3.3' a 3.3 ELEV. 3.3' Lj-j HIGHEST RECORDED GROUND WATER---""� BACKFILL MATERIAL TO BE CLEAN SAND & GRAVEL 1AIM I a r c h i t e c AIR LINE TO FWICLEAN OWTS PO BOX 877 JAMESPORT, NY11947 (631) 727-7993 PROPOSED SEPTIC SYSTEM FIN, GRADE_ (4 BEDROOMS) \--ELECTRICAL SUPPLY [11 FUJI CLEAN CEN-5 TREATMENT SYSTEM M BLOWERPROJECT [61 8' DLk X 2- DEEP PRECAST CONCRETE LEACHING RINGS ELECTRICAL SUPPLY TO FUJICLEAN OWrS SITE PLAN BACKFILL WITH 3- SAND COLLAR, 2- ABOVE GROUND WATER SPLICE BOX CONTROL PANEL & BLOWER_ SCALE: 1: 20 I/A QVIS TANK (NOT TO SCALE) 4 BEDROOM HOUSE, SINGLE FAMILY DWELLING = 440 GALLONS PER DAY HEALTH DEPARTMENT USE USE: (1) FUJI CLEAN CEN-5 TREATMENT SYSTEM - 500 GALLONS PER DAY I/A OWTS SYSTEM - (NOTES) AERATOR MOUNTING CASTING 7 ELECT. CONDUIT 1. MINIMUM [/A OWTS SYSTEM CAPACITIES FOR 4 BEDROOM HOUSE IS 440 GPD. OWTS WIRING PER MFGR. USE FUJI CLEAN CEN-5 TREATMENT SYSTEM RATED FOR 500 GPD. 120V AC, 10, 60 HZ. 15-AMP POWER SUPPLY SITE PLAN 2. A 1OFT MIN. DISTANCE BETWEEN I/A SYSTEM AND HOUSE SHALL BE MAINTAINED #12-2 AWG WITH GND IN 11' PVC CONDUIT 3. ALL JOINTS SHALL BE SEALED SO TANK IS WATER TIGHT. 4. INSTALLER MUST HOLD A CURRENT LIQUID WASTE LICENSE PURSUANT TO CHAPTER 563 FUJI CLEAN HARDWIRE OWTS 17- OWTS MAJN ARTICLE VII WITH ENDORSEMENT J. CEN 5 CONTROL SERVICE 5. I/A SYSTEM MUST BE REGISTERED WITH THE SUFFOLK COUNTY BOARD OF HEALTH IN PANEL PANEL ACCORDANCE TO ARTICLE 19. F'-] SERVICE 6. OWNER SHALL EXECUTED O&M CONTRACT WITH THE MAINTENANCE PROVIDER AS PER AIR BLOWER f-=N DATE: 12/12/23 ARTICLE 19. 1 1 1 7. VENT I/A WITH A MIN 2- DIA PIPE TO THE EXTERIOR SIDE OF RESIDENCE AND TERMINATE 18 NOTE: BURIED ELECTRICAL POWER CONDUITS PROJECT No. INCHES ABOVE GRADE WITH A CARBON FILTERED DEVICE LOCATED 3 FT FROM ANY WINDOW SHALL BE MIN. 24' BELOW GRADE GROUND ROD DRAWING BY. MC OR DOOR. B. ELECTRICAL CONTROLS SHALL BE MOUNTED ON THE SIDE OF THE RESIDENCE IN VIEW OF THE CHK BY. SYSTEM LOCATION. DWG No. 9. PANEL SHALL MEET (NEMA) 4X SPECIFICATIONS. ELECTRIC ONE LINE DIAGRAM 10.CONDUIT SHALL HAVE APPROPRIATE SEALS TO PREVENT GAS AND MOISTURE FROM (NOT TO SCAM REACHING THE CONTROL PANEL. FA 11.SYSTEM SHALL BE EQUIPPED WITH A FUNCTIONING WARNING SYSTEM WHICH WILL ACTIVATE AUDIBLE AND VISUAL ALARMS THAT CAN BE READILY SEEN AND HEARD BY 1 OF I OCCUPANTS OF THE RESIDENCE SERVED. 12.AERATOR AND OPERATING COMPONENTS SHALL BE ACCESSIBLE AND SERVICEABLE FROM ACCESS OPENINGS. f Glenn Goldsmith,President SO � Town Hall Annex A. Nicholas Krupski,Vice President �® ®�® 54375 Route 25p.0. Box 1179 Eric Sepenoskif Southold,New York 11971 Liz Gillooly Telephone(631) 765-1892 Elizabeth Peeples �® Fax(631) 765-b641 COUN BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION: _Z �l� L INSPECTED BY: Ch. 275 Ch. 111 COMMENTS: r 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management June 27, 2024 Board of Trustees --- 54375 Main Road P.O. Box 1179 J�� — 2 zo2 Southold, NY 11971 Sout Re: Letter of Non-Jurisdiction OR Orient Moon LLC _ -- c/o Deborah Blankfort 420 Willow Terrace Lane Orient, NY 11957 SUM No.: 1000-026.00-02.00-010.000 To Whom It May Concern, We kindly request a Letter of No Jurisdiction for the proposed work at 420 Willow Terrace Lane in Orient. The following items are enclosed: 1. $50.00 application fee(check#289) 2. Two(2)copies of the Authorization form 3. Two(2)copies of the Affidavit form 4. Site plan last updated 06.26.24 by CMT Architect S. Letter from the Law Office of David Jannuzzi, Esq,stating that Deborah Blankfort is the sole managing member of Orient Moon LLC. The property owner seeks to construct a 2-story residence with an I/A sanitary system and an in-ground pool. The property itself and,therefore,all proposed activity, is outside Trustees jurisdiction. Should you have any questions, please do not hesitate to contact us. Thank you. Sincerely, Kate Rummel Principal Cole Environmental Services kate@ColeEnvironmentalServices.com www.ColeEnvironmentalServices.com Board of Trustees Application AUTHORIZATION (Where the applicant is not the owner) I/We, Deborah L 81 G1 Y k D Y1 owners of the property identified as SCTM# 1000- 026.00-02.00-010.000 in the town of (�Y New York,hereby authorizes COLE ENVIRONMENTAL SERVICES 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. f�l Property Owner's Signature Property Owner's Signature SWORN TO BEFORE ME THIS I J DAY OF_\e , 20� Notary Public °•� ��ss�ca �''%,, Y� '0� ST y O 4,, �BS 031131„1•, Board of Trustees Application AFFIDAVIT D a b iw a h L S i a n K-fo r V BEING DULY SWORN DEPOSES AND AFFIRMS THAT HE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S)AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL WORK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF,SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S),IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. Signature of Property Owner Signature of Property Owner SWORN TO BEFORE ME THIS I Vn DAY OF 7 v�d , 20 Notary Public _S vPyp 0,�'�o = 0/ yf„g - o ,,,,•�' 1RES 03,�,,1�0.'. intuuu► LAW OFFICE OF DAVID JUDE JANNUZZI 13235 MAIN ROAD P.O. BOX 1672 MATTITUCK, NY 11952 (631)298-8065 (631)298-4214 fax June 13, 2024 To Whom It May Concern Re: ORIENT MOON LLC. 420 Willow Terrace Lane, Orient,NY Greetings: Please be advised that this office serves as legal counsel for the above-referenced entity. The LLC is a single member LLC and the authorized signator and sole managing member of the LLC is Deborah Blankfort. Please call with any questions or concerns. Very truly yours, David Jude Jannuzzi,Esq. DJJ:vcg