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HomeMy WebLinkAboutNadile, Ralph ,roof F OL Ir ELIZABETH A. NEVILLE,MMC Town Hall,53095 Main Road TOWN CLERK P.O. Box 1179 CA Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtowniiy.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Sabrina Born, Southold Town Clerk's Office DATED: October 17, 2016 RE: Cesspool Construction Application Transmitted herewith is a copy of application No. 4435 for a Cesspool/Septic Tank Construction Permit submitted by: Glenn E. Just of JMO Environmental Consulting for Ralph Nadile. Please review the application and location map and advise if this office may issue the permit. Please complete the form below and return it to me. Thank you. I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE DISAPPROVE Comments: Final approval required from the Suffolk County Health Department Signature Dated aOFF0 k ELIZABETH A. NEVILLE o� �o G�Gr Town Hall, 53095 Main Roa� 'TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS Southold, New York 11971 MARRIAGE OFFICER ` �` Fax (631) 765-6145 RECORDS MANAGEMENT OFFICER Telephone (631) 765-7800 FREEDOM OF INFORMATION OFFICER '� �` southoldtown.northfork,net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residential @$10 or Non-Residential @$25 Application No. Permit No. Applicant Name Glenn E. Just - JMO Environmental Consulting Applicant Mailing Address P.O. Box 447 Quogue, NY 11959-0447 Septic Tank. ' or Cesspool__'- Brief Description of Proposed Construction or Alteration proposed single family dwelling, assmciated sanitary system, etc. Location of Proposed Construction/Alteration: Aidan° s Way, no , Southold, NY 1 j I Owner o �Y� pfPro e Ralph Nadile Owner Mailing Address: 62-29 ti 2 Place Middle Village, NY 11379 Owner Property Address: 14105 Main Payviea Road Southold, NY 11971 Name and phone number of contact person Glenn P. Just 631 -653-0607 Tax Map No: Section 89 Block 1 Lot 1 . 1 Cross Street Main Rayviea Road NOTE: LOCATION MAP MUST BE S MT -T'ED WITH APPLICA'T'ION. NEW CONSTRUCTION REQUIRES SURVEY WI H ALTH DEPART +NT A.PPROVAIL SignatNe of A an Date Received.by: - L J.M.0. Environmental ConsultingServices October 12, 2016 Mrs. Elizabeth A. Neville Town Clerk Town of Southold Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 Re: Property of Ralph Nadile, Aiden's Way, no # Southold S.C.T.M.No. 1000-59-1-1.1 Dear Mrs. Neville: Enclosed pleased find is Application for the Construction or Alteration Permit Cesspool or Septic Tank which we have prepared for the above noted property. Should you have any questions or comments after your review of the application please feel free to contact me at any time. I may also be contacted via e-mail at C stl( 1 Sa AQI_..Qo Respec' 11y, Glen . Jus Phone (631) 663-0607 ® Fox (631) 663-3343 121, Jessup Ave @ 2 nd Floor9 P,0. Box 447 COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES JAMES L.TOMARKEN,MD,MPH,MBA,MSW Commissioner Health Services Reference# � . SCTM # ,, The attached plan,when duly signed by a representative of the Department,in conjunction with these conditions, constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must be in conformance with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve architect/engineer/surveyor of responsibility for the adequacy of the complete design. The permit(plan)expires three (3)years after the approval date. Any modification which may affect the proposed sewage disposal or water supply systems requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the Department if a copy of the approved site plan/survey is not on site during construction or if the permit has expired. Permits may be renewed,transferred, or revised in accordance with the procedures described in the Instructions to Update an Existing Permit for Single Family Residences(Form`VVNVM-104). It is the applicant's responsibility to call the Department in advance to arrange inspections of all components of the sewage disposal and/or water supply facilities prior to backfilling. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The Department must be notified by 4:00 pm one business day prior to the date of the requested inspection by calling 852-5754.Also,excavation inspections must be confirmed by calling 852-5700 between 8:30 am and 9:30 am on the morning of the inspection. Article VII of the Suffolk County Code, "Septic Industry Businesses,"requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Office of Consumer Affairs ((631) 853-4600). This office may refuse to perform inspections or grant final approval for the construction ofprojects that are installed by an unlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings, or for the use of sewage disposal or water supply systems. SEI+ V SIJ+ FOR CONDITIONS "TA. I FINAL APPROVAL W -058 (.Rev. 02/12) Pagel of2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NY 11980 (631)852-5700 OR HealthWWM@suffolkeountyny.gov INSTRUCTIONS FOR OBTAINING FINAL HEALTH DEPARTMENT APPROVAL OF CONSTRUCTED PROJECTS FOR SINGLE FAMILY RESIDENCES It is the applicant's responsibility to call the Department to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of sewage collection/'disposal systems and water supply system components and piping, and final grading as shown on the approved plans. In certain cases inspections of the soil excavations for sewage disposal systems as well as other inspections,may be required. To schedule an inspection of the sewage disposal system and/or water supply facilities, call (63 1) 852-5754 before 4:00 pm one business day prior to the desired inspection date. In addition, excavation inspections must be confirmed by calling(631) 852-5700 between 8:30am and 9:30am on the day of the inspection. Please be advised that after reviewing the requested information below,the Department may require additional site inspections including but not limited to exposing additional portions of the sanitary system, water supply, etc. for reinspection. Following satisfactory construction and inspection of the sewage disposal/ sewage collection and water supply facilities, the following items are required for final approval: 1. Please submit 4 original prints of an"as-built" site plan or survey(up to and including 11" x 17") containing a NYS licensed Architect/Engineer or Surveyor's original stamp and/or signature. Photocopies are not permitted. The as-built plan/survey must represent the"Post-Construction" condition of the subject property. Structures shall not be labeled as "proposed". The "as-built" site plan/survey must contain the following information: a. Lot location, distance to nearest cross street, lot dimensions/metes & bounds, Suffolk County Tax Map Number and if applicable, subdivision name, subdivision reference number, and lot number. b. Any and all existing structures on the property including but not limited to: dwelling/building structure,driveway, sidewalk, swimming pool, fish pond, patio/deck/porch, drywells, storm drains, catch basins& all drainage structures, geothermal well, irrigation well, fuel tank, etc. c. If served by an on-site sanitary system, show all sewage disposal components on the property (septic tank(s), leaching pool(s), sewer piping, manhole, etc.). All structures must be drawn to scale, and must be shown in their exact location with proper structure orientation. Measurements (in feet)must be shown from at least two corners of the building to the center of the access openings of the septic tank and each leaching pool. Measurements to the septic tank must be shown to the center of the"outlet" opening. Be sure to also include measurements to any manholes or cleanouts on site. d. If served by public sewers, show the exact location of any sewer lines from the building to the street. Be sure to include the location of any bends and cleanouts provided on site. e. The exact location of any and all water supply components on site. If served by a private well, you must show measurements (in feet) from at least two corners of the building,to the center of the well casing. Also show the entire water lateral from the well to the building. If served by public water show all water lines in their entirety from the building to the street. f. Show any site conditions that may have developed since the preliminary approval of this project that may impact the location of the sanitary system or water supply(standing water, grade change on adjacent neighbor's property, etc.) g. .HAVE, A CLEAR AREA AT LEAST 3"x 5" FOR THE DEPARTMENT'S APPROVAL STAMP. W M-041 (Rev. 3/07) Page 1 of 2 LEGEND EXISTING PROPOSL DRAINAGE CALCI kTIONS l_ CONCRETE CURB 91 ELECTRIC CONTROL BOX SANITARY LINE S— STORAGE PROVIDED FOR A'2- RAINFALL. DROP CURB ® WATER METER DRAINAGE LINE p_ 10'0 DRYWELLS PROVIDE 68.42 CF/VF OF STORAGE i WALL ® DRAINAGE INLET ROOF DRAINAGE LINE --R-- STORMWATER CHAMBERS (RECHARGER 330) - PROVIDE 55.5 CF OF STORAGE EACH EDGE OF PAVEMENT d SIGN DRYWELL W/INLET O STORAGE REQUIRED OH OVERHEAD WIRES `c- UTILITY POLE ROOF AREA: 3,3863 SF GRAVEL DRIVEWAY AREA: 9,133 SF o- STOCKADE FENCE CONCRETE LEACHING POOL ® PAIIO / POOL: 4,801 SF - o o- FENCE OTHER m MONUMENT 2/12 (1.0 (3,863+4,801) +0.2 (9,133)) = 1,748 CF I SEPTIC TANK 0 STORAGE PROVIDED: w WATER MAIN TEST HOLE 3-100 DRYWELLS ® 2 VF EACH = 410 CF S SANITARY LINE + SPOT ELEVATION IT'S 24 STORMWATER LEACHING CHAMBERS = 1,332 CF 92.3 s 79.52 E ELECTRIC LINE —mow TC 9.7.5 BC 9.30 TOP/BOTTOM OF CURB Z6g,40' �w -I-6.4 SPOT ELEVATION - EXISTING 12-00 =�a:�\ 12.00 -� W 16.66;:, �._1a 3 1 .08 76-58'30 E'W 1 -�-16.56\ 14. WW 18.x1 -r 19'25 16.47 r +- 34 E '!• ' ,$1 11 . Si7.e6 E -_! T E 76.5W30" W vQ+ \ 1 e h HEAVY DUTY CAST IRON ro INLET FRAME& GRATE REINFORCED PRECAST CAMBELL FOUNDRY PATTERN CHIMNEY(AS REQUIRED) 3 Q• R No. 2104A OR APPROVED X F9 s1. 8'DIA.PVC(SDR 35) EOUAL R\ 'Sp. P/TCH£D MIN 1/8"PER FOOT FIN/SHED GRADE SOp\ 10.58 � w 2'Max ��139 33 " 3� l - - - - - - - �i a 00 4.. 0 FO PRECAST STORM GRAINRIMS= 2 mCIS m®®®mmIME � w _��m ry 3'M/N. mm0®®®mmm 2 OZ COLLAR m®m®®®m B M AREA 151,636 SQUARE FEET OR 3.48 ACRES w m m m®®®EM m IMJ I\' X )PER7Y KNORN AS PART OF '7HE TENNIS COURT ANO 2'MIN ABOTER 10'-0'DIA. TYPICALVE" I U N 40UND' ON SUBD/t?SION MAP OF CEDAR BEACH PARK; f GROUNDWAcr > 9ECEMBER 20, 1927 AS MAP NO. 90. f" kO w COV Iw = BACKRLL MATER/AL TO BE_/ Co O >Q 4' >PLAN IS BASED UPON A SURVEY PREPARED SARRE7T CLEAN SAND AND GRAVEL ,;c 1 to 3 ' Cl CONT T AN LESS THAN SAND Q� O Q 'Cl& VAN WEELE, P.C. OCTOBER 5, 2095. s2rAND cLAY. (S/LTAND CLAY t< O �U FRACT/ONS NOT TO EXCEED 5%) S1 Q VA77ONS REFER TO NAW 1988 DA7U9 UNDERLYING SAND AND GRAVEL STRATA z2 J PERTY IS W17HIN FLOOD ZONE X(AREAS OF 500-YEAR e O`t 1� d AREAS OF 100 YEAR FLOOD Wl7N AVERAGE DEPTHS OF -X 2 N V HAN 1 FOOT OR WTH DRAINAGE AREAS LESS THAN 1 ' DRYINELL DETAfL J E MILE;- AND AREAS PR07EC7ED BY LEVEES FROM 100 YEAR N W N.rs. i AND FLOOD ZONE AE (EL6) (BASE FLOOD DETERM/NED)� x ASPHALT PAVEMENT-` Lu PING TO FEMA FLOOD INSURANCE RA 7E MAP COMMUNITY \1\ ; NO. 36103C0167H, HAVING AN EFFEC77W DA 7E OF ' I &S?25, 2009. I No. 410 f L7ER FABRIC +i�> y' ;' �•'' "ci i F':;r• L`'S ; 1 : i%;<�;L• : . M/N COVER FOR H-20 O ....;n".Y ...,^q.°1�-1:n.�.�•t;^,'` .`i{•:.a'_N" ���Y.`�1,:.;: < ,i_y�� N' WHEEL LOADING w� ROUNDING RESIDENCES ARE SERWCEO BY PUBLIC WA7ER. w' �oco RIM < lo °p°°DO Oop000 " 000� 15.23 4 •p0 pOop 0000 r OF HER ANDS DELINEA7ED S OTHERS (SEE NO 7E) c °o o a oao 0 0 N Q'a TING S7RU07URE5 70 BE REMOVED. o N °noo noo^no- 0o noo no, popO ° no n°. oo. e h W rl 52'OR 36' IMPROVEMENTS TO BE CON57RU07ED IN ACCORDANCE WTH 0 BACKFILL MATERIAL TO BE ANDARD SEPCIRCA 77ONS AND DETAILS OF THE TOWN OF CLEAN SAND AND GRAVEL 64'OR 48' TLD, SCDHS AND NYSDEC. I 3 /8CONTAINING LESS 7HAN 15T 17NE SAND 6ft SILT AND CLAY. (SILT AND CLAY n^A�Jr"68'17s 20 1 ,�' i _I 5, 16. F7 6.4 .... ... _ .. _ s:2 7.6 .... ss' o 1 LIMIT OF ������ffffffiiiiiiESHWATER WETLANDS LOCATED BYel.9 ®,�,'v9s J.M.O. ENRONMENTAL CONSULTING SERVICES s ON SEP FLAMBER 2, 2015 ALSO APPEARS ON NOG I N.Y.S.D.E.C. WETLAND MAP 6 OF 39 OF SUFFOLK 1 UNTY AS AREA SO-44. QLAND NOW OR FORMERLY OF UWILLIAM & NANCY AYLWARD W ® SCTM #1000-89-1-3.2 RESIDENCE '17'20" W 682.26' PUBLIC WATER 3AYVIEW ROAD DETAILS OF SANITARY CONSTRUCTION 1. USE 1000 GALLON REINFORECED PRECAST CONCRETE SEP71C TANK. 2. LEACHING RINGS TO BE PRECAST'CONCRETE, 8'0, 4' HIGH. 3. USE 4"0 APPROVED SEWER PIPE (SDR 35). 4. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. _ 5. SOLID CONCRE7E COVER SHALL BE 12" BELOW GRADE. A of FEWf ' 6. BOTTOM OF POOL SHALL BE A MINIMUM OF 3' ABOVE GROUNDWATER. uL sLF PRLrcAsr CavcWETF N07ES r f! 3/11/2016 PR ADDRESS COMMENTS 9VLEr CURET �t� g � / 10/27/15 AM LIMIT OF DISTURBANCE/CLEARING NOTE O SS`,0�,{> 0 Date By Revision Surveyed by: RB Drafted 6y: AM Checked by: AM Ba rrett SEPTIC TAMC PLAN Bonacci R7M ELEV. 12.51 t r` LOGY/NC CASTING TO GRADE k;COvan e I �� CAV(YiE'lE F7NlSH£O GRADE 8'IAftL£R a 9 C fAA�'#`D GRADE(114* d I-Aft Civil Engineers 175A Commerce Drive L P y;t LOCATE DROPUMER ACCESS'Y TRAFf7C BEAR/NG 7�':.+.••i!.:. 4.> CAN/NC FOR ,yA,y 2'1MX t. 20•MIN . — Hauppauge, NY 1 1788 TO'sAe t 20 Mr' . , �{ purveyors T 631.435.1 1 1 1 ... :,. MA/N7ENANCE x DRAW 161 INfRr"°E"/ Planners F 631.435.1022 e�urN lxtfrrrAr7c� 4"SDR–J5 PVClN[£T — O^ Lr�(9.8) �" MYGS www.bbvpc.com OR EQUIVALENT INV 10.7 — 0U77£T 70 IPApSpyQ ppx P17CHED MIN. INV 10.2 B u 4•&A _�PIC 14 ° EVAL�T leP1> ' ' ' ' Tax Map: DISTRICT 1000 SECTION 89 BLOCK i LOT i.i 'MIN. _1��w – _ v' Certifications indicated hereon signify that this w 4� plat of the property depicted hereon was made �+ PRECAST" URY 19iVGS in accordance with the existing Code of Practice PROPERTY F J•IN`L m®®®®®®®m for Land Surveyors adopted by the New York aruR ®®®®®®®®m SITUATE SEF PRECAST zy State Association of Professional Land Surveyors. CEN NO 8=0'L X 4=0'W 0®-®®®®- This certificotion is on for the lands depicted SNUG 7URE N07E5 JUN.A W I ra®®®®®®®m hereon and is not certification of title,zoning or L aE RlN 1,000 GAL. SEPTIC TANK "`'� WA� 8'DIA ELE✓S freedom of encumbrances. sSaid d/or certifications O shall run only n the persons and/or entities TOWN OF SOUTHOLD SUFFOLK COUNTY, `` &ILYPu I/.I7D8AL 1a� listed hereon and are not transferable to addi- ^l aCAN SAND AAD GRAM Iional Pers s,entities or subsequent owners. 6,Mk POAMA 7)UV AVM MW PLOT PL4N smArA aF sAnD AMD GRA W! Unau a dal PREPARED FOR: vey is a violation of Section 7209 of New York MR. RALPH NADILE !IQQHS SANITARY LEACFW-40 POOL_ State Education Law C/O MR. JOSEPH GIBBONS Copies of this survey map not bearing the land P.O. BOX 332 surveyor's embossed seal and signature shall NEW SUFFOLK. NY 11956 PROPOSED SANITARY PROFILE not be considered to be a hue and valid copy 631-29f 376 © 2008 BBI Date Scale Project No. Sheet No.