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Home My WebLink About343 East 18 LLC a+i.�iT/tl 'Ii A.rI>cVILLE �Of SO(/r (w Town Hall,53096 Main Road TOM GLBM ~ v P.O.Hos 1179 REGUrrMAR OF VITAL STATISTICS Southold,New York 11.971 NAMISWE OP`P"ICER Apr Fax(631) 765-6145 RROOMOMWAGSWNT OFFICER 1 Telephone(631) 765-1800 FREED[U OF nMRKATION OFFICER /yi,.,.�, 7► southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT OPERATION PERMIT SEPTIC TANK or CESSPOOL Operation Permit No. 4380-R Residential X Non-Residential Fee $ 10.00 New X Existing Name Of Owner 343 EAST 18 LLC ------------------------------ Mailing Address 1 441 HAWTHORNE PLACE ------------------------------ Mailing Address 2 ------------------------------ City St Zip RIDGEWOOD NJ 07450-0000 -------------------- -- ---------- Property Address 1 115 EAST SIDE AVENUE ------------------------------ Property Address 2 ------------------------------ City St Zip MATTITUCK NY 11952-0000 -------------------- -- ---------- Owner Telephone No. 201-670-9472 ------------ Tax Map No. section 99.00 block 3 lot 19.000 Cross Street HARBORVIEW LANE ------------------------------ ---------------------------------- Issue Date: 9/23/08 Elizabeth A. Neville -------- Southold Town Clerk (TOWN SEAL) o�osuFFot,��, 0 ELIZABETH A.NEVILLE �`L` G.f. Town Hall, 53095 Main Road TOWN CLERK C3 P.O. Box 1179 y Z Southold, New York 11971 REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER Fax (631) 765-6145 RECORDS MANAGEMENT OFFICER Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER �O'� southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION OPERATION PERMIT CESSPOOL or SEPTIC TANK Residential @ $10X or Non-Residential @ $25 Application No.411�1 Permit No. I 3s �� iZ Owner Name �o,s� (4S LLC' Owner Mailing Address 44t t4Gwt V%0Vrn-t . %A%JzwoA � Ns0-74S0 Owner Property Address aV^� Owner Telephone No. 2 v 1 - 6'10 -'�41 a Tax Map No: I U o J Section `1'� Block 3 Lot Cross Street H cxy by V 1 Lw Please check each that applies: New Construction X Alteration to Existing System Residential Non-Residential NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. (Locate building and system; give north arrow and approximate distance in feet from system to building and closest road. New construction may submit copy of survey with SCHD approval.) l- 9 11 a$ Signature of Applic t Date Received by: t Y E ', Uj A.NEEVH LE �4 Town Hall,53095 Main Road 70"CLIW.K P.O. Box 1179 REGISTRAR OF VITAL STATISTICS Southold,New York 11971 MARMAGE OFFICER Fax(631) 765-6145 RECOfW MANAGEMENT OFFICER Telephone(631) 765-1800 FREEDOM OF INFORMATION OFFICER 1 southoldtown.north€ork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISPOSAL PERMIT CONSTRUCTION OR ALTERATION PERMIT SEPTIC TANK or CESSPOOL Permit No. 3516 R Residential X Non-Residential Fee $ 10.00 Septic X Cesspool PERMIT ISSUED TO: Name : 343 EAST 18 LLC Address 1: 441 HAWTHORNE PLACE City St Zip RIDGEWOOD NJ 07450 Descripton of Proposed Construction or Alteration COMPLETE NEW SEPTIC SYSTEM FINAL APPROVAL REQUIRED FROM THE SUFFOLK COUNTY HEALTH DEPARTMENT Name Of Owner 343 EAST 18 LLC ------------------------------ Mailing Address 1 441 HAWTHORNE PLACE ------------------------------ City St Zip RIDGEWOOD NJ 7450 Property Address 1 115 EAST SIDE AVE ------------------------------ City St Zip MATTITUCK NY 11952 Tax Map No. section 99.00 block 3 lot 1.900 Cross Street WICKHAM AVENUE ------------------------------ Building Permit Number Cross Reference: Issue Date: 3/22/07 Elizabeth A. Neville ------ Southold Town Clerk (TOWN SEAL) COUNTY OF SUFFOLK STEVE LEw SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH 5ERvices BRIAN L. HARPER, M.D., M.P.H. COMMISSIONER April 25,2006 343E18, LLC 441 Hawthorne Place Ridgewood,NJ 07450 Subject: Board of Review Hearing—April 20, 2006 R10-05-0201 — 343el8, LLC, w/s East Side Avenue, 89 feet n/o Harborview Avenue, Mattituck-t/o Southold—SCTM: 1000 09900 0300 019000 Dear Sir/Madam: Enclosed is a copy of the findings, recommendations and determination of the Board of Review concerning the subject application. Based on the information submitted, the Board granted the request for variancelwaiver with the provisions indicated in the determination_ The granting of this waiver does not imply that your application will be automatically approved. It is , your responsibility to ensure that your application is complete; otherwise, your approval will be subject to unnecessary delay. Very truly yours, Stepp . Costa, P.E.,Chief Engineer Chairman,Board of Review Enclosure C: Board of Review File—Riverhead En-Consultants, Inc. Ms.Jodi Cerasuola—Reviewer Mr. John C.Ehlers,L.S. Mr.Andrew Freleng—Planning Department Mr.Michael Mapes,P.E. Ms.Lauretta Fischer--Planning Department Mr. Russell and Ms. Marianne Tillman Ms.Valerie Scopaz—Town of Southold Mr.Erwin&Ms.Laurie Rodger •O1 smm O►CimpownewmAL OuALny♦Bo wo Of RMcw 3eO YAP ►ww Av�Nue,Su1Te 23 •7AP)*%"x NY 11080 P�owc 19�U 852-5901 F.w t63U 652-6625 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES I}IVISION OF ENVIRONMENTAL QUALITY BOARD OF REVIEW r'4RTICLE 2,SECTION 220,SUFFOLK COUNTY SANITARY CODE To: Brian L. Harper,M.D.,M.P.H., Commissioner From: Stephen A. Costa,P.E., Chairman,Board of Review Subject: Findings and Recommendations of the Review Board Regarding: R10-05-0201 —343el8,LLC,w/s East Side Avenue, 89 feet n/o Harborview Avenue,Mattituck—t/o Southold—SCTM: 1000 09900 0300 019000 Hearing Date: April 20,2006 Statement of Problem Parcels served by individual sewage systems and private wells must have a minimum lot area of 40,000 square feet in accordance with Article 6, §760-605, paragraphs A.5 and C.1 of the Suffolk County Sanitary Code. Construction standards require that the distance between sanitary systems and shallow private wells be at least 150 feet. The applicant is proposing installing the sanitary system less than 150 feet from private wells. Findings and Facts 1. The applicant is proposing to remove and replace an existing single-family dwelling on a residential lot with an area of 17,724 square feet(sf). The new dwelling is proposed to ham e 4 bedrooms (3 bedrooms and a study that qualifies as a bedroom). 2. The site is located in Groundwater Management Zone 4. 3. Depth to groundwater is 11.4 feet below existing grade. 4. Soil conditions are good with fine to medium sand at 3.5 feet below existing grade- s. The property is currently improved with a single-family dwelling and a two- bedroom cottage and garage. The cottage and garage will remain. All existing structures have certificates-of-occupancy issued by the Town of Southold. 6. The existing dwelling is served by a sewage disposal system consisting of one cesspool (no septic tank). The existing disposal system will be removed or abandoned in accordance with department requirements. Brian L. Harper,M.D.,M.P.H., Commissioner Hearing Date: April 20, 2006 Subject: Findings and Recommendations of the Review Board Regarding: R10-05-0201 —343el8,LLC,wls East Side Avenue, 89 feet n/o Harborview Avenue,Mattituck—t/o Southold—SCTM: 1000 09900 0300 019000 7. The applicant is proposing to use a new drinking water well installed on the east side of the property. The well has a total well depth of 66 feet and a static water level of 20 feet. Screen length is 4 feet. There is 42 feet of water above the top of the screen. The new well is not shallow and is required to be 100 feet from sewage disposal systems. 8. A sample from the proposed well was analyzed by EcoTest Laboratories(Lab No. 252949.01) on August 11, 2005. The water analysis indicated that total aldicarb and methyl ethyl ketone(mek)both exceed New York State drinking water limits. The nitrate level was 9.8 mg1L and is close to the limit of 10.0 mg/L for potable water, The applicant is proposing to install water treatment for Aldicarb and nitrogen removal. 9. The proposed sewage disposal system consists of a 1,000 gallon precast septic tank and five 8-foot 4� by four feet deep leaching pools with expansion area for 2 leaching pools. 10. The variances requested are as follows: a. Proposed sewage disposal system i. 123 feet from existing well on the property to the south(Tillman). ii. 120 feet from existing well on the property to the north(Rodger). 11. The owners of the two properties of the wells less than 150 feet were contacted in order to get specific information on their wells. The Rodger well is located in the basement of the house and the well point is only 5 feet below the basement floor. The Tillman well was installed on August 30, 2004. The well is 50 feet in total depth and the point is only 28 feet below groundwater and is classified as a shallow well. 12. The applicant's engineer claims that neither neighbor is interested in having their well moved 13. The Tillman well needed to be pulled back when it was being installed due to saltwater intrusion. The Rodger well is in the basement. Due to existing constraints on the surrounding properties neither off-site well can be deepened or moved to an area where separation distance requirements can be mek 14. Direction of groundwater flow is reported by the engineer to be to the west, toward Mattituck Creek. An effluent plume from the proposed sewage disposal system will flow to the west, Laterally to the surrounding wells and Brian L. Harper, M.D., M.P.H_, Commissioner Hearing Date: April 20,2006 Subject: Findings and Recommendations of the Review Board Regarding: R10-05-0201 ---343e18,LLC,wis East Side Avenue, 89 feet n/o Harborview Avenue,Mattituck—t/o Southold—SCTM: 1000,09900 0300 019000 away from the proposed well. According to the applicant's engineer, the plume will not be within the capture zones of any of the wells. Determination It was a 3 to 0 determination of the Board of Review(Board) to grant the request for the variance to construct the sewage disposal system and well at the proposed locations provided that the applicant can satisfactorily document to the department, as is customarily required prior to the scheduling of a Board hearing, that the affected surrounding property owners have declined to have their wells moved- The proposed sewage disposal system is located at an optimal distance from wells on adjacent property. The new disposal system is larger with respect to storage and leaching capacity than the previously existing system. The proposed septic tank will provide a greater degree of sewage treatment before discharge than the pre,nous (no septic tank) sewage disposal system that is being removed In order to meet drinking water standards, it will be required that a water treatment system acceptable to the department be installed that includes treatment for Aldicarb and nitrogen removal for the drinking water supply. The covenants normally required for approval of a well with treatment shall include an agreement to connect to the public water supply if mains are extended within 150 feet from the property. As per §760-609 of the Suffolk County Sanitary Code (Sanitary Code), the approval of the variance is in harmony with the general purpose and intent of the Sanitary Code to protect groundwater and drinking water supplies, surface water and other natural resources, and public health,safety and welfare. In compliance with §760-609(lxa), the proposed variance is in general conformity with the Sanitary Code. The uses of groundwater, surface water,and drinking water supplies will not be impaired,taking into account the direction of groundwater flow and, as such the granting of the variance is in compliance with §760-609(1)(b). April 25,2006 Steph A.Costa,P.E. Chairman—Board of Review ew 15URI, Y OF PART OF LOT MAP OF OLD MILL HAVEN Go. FILED OCTOBER 2,14125 FILE No.-Iqq 51TUATE: MA17ITLJCK TOM: SOUTHOLD SUFFOLK COUNTY, NY s SURVEYED 09-29-2004 AMENDED 121-10-21004 SEPTIC ADDED 02-0 7604-15--0005 HETLAND REVISION 2 05 PRopo5eb ACTIONS _?005 ,TION! 1 1 :200; -111-2005 1:2-30-2005,1-5-200,,0(- -2006 Y TAX# 5 SUFFOLK COUNT tic 100,* 0 i000-qq-3-Iq ANDREWLOWPY 0^r a+rule � To SP vo� ----- --- 9 ^ IMTEST HOLE ....... --- Mc.DONALD to (5EOSI-IEW-E 6:00 P.M. 3-16-05 EL=14' 0 ON -- ----------- — ------ --------- .... .... ....I- ------ ---- 00, '86°02' 0"W w and a 144, + So tl th L NOTES. %obor" MONUMENT FOUND If SCDHS REF.#Rio-05-0201 SEPTIC 05616N tAltTIN5 CONTOUR - - - - -t4- - - - - - A MICHAEL MAPES P.E. LICENSE No.70501 F"F 1.0. PROPOSED CONTOUR ----------4------------ — MADE - MA 3. 7 DEEP REFERENCE LIBER 6552 PAGE Oq ELI A I DJA A'OW -1'01 4'CEO CTC LCHIPOSTAlaN POOL ELEVATIONS SHOWN REFERENCE N6VO I929 DATUM ALLW PW80TTU EL" FIRM FLOOD ZONE5 REFERENCE MAP 56103C,0143(5 DATED MAY 4,I995 r A3v AREA TO TIE LINE IN DEED- 11,124 5.F.or 0.41 ACRE AREA INCLUDING IRREGULAR CURVES=21271 S.F.or 0.49 ACRE SANITARYAATEA$ 1. A —r -I&OF TW WELL AND SEPTIC LOCATIONS PER OWNER AND FIELD 055ERVATIONS K W AT ELEVATION 12.6 WV10f.8 iME 16LTJ- JOHN C. FREERS LAND SURVEYOR GRAPHIC SCALE I N M"21 W.VFlAhl - - MATr7l 30'IX"14"LL04 ft LE FN' 6 EAST MAJN STREET N.Y.S.LIC.NO.50202 OF 1. 2.iAXITLRY Rrv"ERHEAD,N.Y.11901 Tr ql.T. T LM4. 369-8288 Fax 369-8287 REF.-\\Jce_server\c\pros\04k04-278.pro NOTICE OF INSPECTION COMPLETION SEWAGE DISPOSAL-WATER SUPPLY } Job Permit Na, 1)ispasar system Inspectiomcompiete Ic to a� >trnr — 0 inspection Piot Completed: "'~" a Water Supply Inspection CoMpleled-OK to Backfill 0 Inspection Not Comptetea Gat inspected kty , _�.r r lNSPE ION Mptttlokoo"Not Siff tAPPAOVAI.GFp INSTALLATION REYtm)'