Loading...
HomeMy WebLinkAboutSchwartz ELIZABETH A. NEVILLE,MMC �' Town Hall, 53095 Main Road TOWN CLERK a ri P.O. Box 1179 ` Southold,New York 11971 REGISTRAR OF VITAL STATISTICS � ��e Fax(631) 765-6145 MARRIAGE OFFICER r" " " � Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER , 1 www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER �W; OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Southold Town Clerk's Office DATED: February 27, 2020 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 4841 for a Cesspool/Septic Tank Construction Permit submitted by: Brett Kehl for Dania Schwartz 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: Signature .......... ...... Dated ,�SZA,� ELIZABETH A.NEVILLE Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 Southold, New York 11971 REGISTRAR OF VITAL STATISTICS 5 Fax (631) 765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER " " r Telephone (631) 765-1800 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. 14 nq( Permit No. Applicant Name F>M�I lb, KE tfL Applicant Mailing Address or" , ", I rlrtil !nh N 119'7 f pck X or Cess ool Brief Description of Proposed Construction or Alteration A h IS zi.„��:•1 o " ' R. , Location of Proposed Construction/Alteration: Owner of Property: _ S”, . Owner Mailing Address: d �..:: 1 �1 a SX-" """"""""""". Owner Property Address: JAAlit,(, ..._ d93 j E Name and phone number of contact person f�Pr K I�+#c r IT IT IT IT IT IT 3 1- 3 3_ d 'f Map .. ... 69 Tax Ma No: Section, 7 Block Q S Lot Cross Street NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL -z 7 ZO SiafuH e*w„ lCic�� t, Date Received by: _.. 'Jul SANITARY NOTES: 1. SURVEY BY PECONIC SURVEYORS,PC LP « ,,+ DATED DECEMBER 24,2019. * EXISTING SEPTIC TANK TO BE 2. 6 BEDROOMS ARE PROPOSED FOR THE PUMPED DRY REMOVED IN RESIDENCE. ACCORDANCE WITH THE �'i PR -.OECT DHS STANDARDS 4. TOTAL LOT AREA AREA-40 226 S.F.SC , LOCATION SF RESIDENCE o SF RESIDENCE sa \ CONNECTED TO WELL O CONNECTED TO WELL 5. EXISTING TOPOGRAPHY REFERENCES THE N NEU NAVD'88 DATUM. 10pp�22 p5� \ due.. o4.1 � L ' 150'+ 8°0 X 12'DEEP EXPANSIO 10 WELL LEACHING POOL SF RESIDENCE 0 z ROPOSED WELL Pr CONNECTED -A PROP.WATER. TH r r �' o 'SERVICE 5' fL o n .� "l � � � INSTALL DRY PIPE TO EXPANSION POOL UNDER DRIVEWAY l _ 1.0T a t� � ' �"� - CAP OFF NSIDE SEPTIC TANK AND o .qk oo AT END OF PIPE �`cz. b ff ct, �� i r ' m t� d ,,p, it o 1T. o_ a ,w LOCATION MAP ' 9 tl EX.8'0 X 17 DEEP � LEACHING POOL � �"° % w: � � .�"a� .�" a 1.4m. 15O Pik b O �. _. 8'055- POOL 4"0 CROSSOVER PIPE T � ..a „ _ BETWE'E'N LEACHING POOLS _ SELF I"(7 L K CL"U N �� a d��_ Ip (1 E r��.T�I E F�V I C .�. R1 SERVICE �_-��....� �. ,.�f@"� EX U.G.IWLEC. � � ��� EX.WELL TO BEABANDONED �� AI,uI.. w9 '~ � � I a a I f.)V�A ��E, %0` r TEST HOLE DATA C I E r UL a E I ,, v 0.I.,u C I ( v r McDONALD GEOSCIENCE � N 11/25/2019must "n � � �,.: • _ '; . � EL 36.5' DARK BROWN o� 1 xTd r .:.:m '9I _1 { � ' xi �.•�� 1' LOAM OL C�C�'����:�� � w" C"I�! " : 2,000 GAL.10'0 X 4'DEEP ' PRECAST SEPTIC TANK ` BONLYSC d I ". , ! �l k r CONNECTED TO WELLSAND 6i SF RESIDENCE BROWN RNE�O o ,.� �{ � �, COARSE SAN —1 I aSPLAN- 5 s ' a. � SCALE:1"=50' �) )1 a",� " ?' -7-4 xML WATERTIGF.F EL.39,0 CLEANOUT MORTAR FROST APPROVED HLOCKING RAMS DEVICE R W! CONCRETE COVER ') � RE i, CONCRETE COVER PROOFING 24'0 PRECAST CONC.RISER BELOW GRADE BELOW GRADE GrWE EL 37,0 RINGS(12'MAX.HEIGHT) GRADE EL.35.0 1'"in 1'min. TRAFFIC BEARING SLAB 7 -241- 0* PVC WASTE LINE 2'Max aEVA 77ONS REFMDVCM TO NA 10 86 Ye INCH PER FOOT TRAFFIC BEARING SLAB PITCH 4•SANITARY WASTE PIPE Health Department Approval Stamp CH PER FOOT Z w I— as by Engineering,P.C.It is a violation of the New Yak E Law, isle 145, INV EL.33.5_ INV EL.33.3 " Z F INV.EL.32.4 INSTALL DUMMY RINGS AS NECESSARY TO Land o �, 7209.�any aging under the of a konuxi Pp rt� v PITCH 1!4 IN VEL.32.8 IN - BRING PROPOSED STRUCTURE TO GRADE ,w any in any way.if as r bearing are of an E or Lad a , 10 MSN. s 31"(8"MIN) eoa»inn adaa by" 4'^ - 4" alkwakm ALL LEACHING POOLS SHALL BE PLACED IN the Awng Enpmw Architect, or Lad -- _ aIN ACCEPTABLE LEACHING SOILS AS APPROVED BY THESCTMby ave and � + and a mare 8'DIAM m 8'DIAMETER BAFFLE-WALL , SCDHS. IN THE EVENT POOR LEACHING MATERWL IS SCHWARTZ RESIDENCE PRECAST SEPTIC TANK DETAIL E.L. �� ENCOUNTERED,EXCAVATION IS TO BE CONTINUED SCALE AS Engineering, 11435 WILLOW DRIVE • TO SUITABLE MATERIAL AND BACKFILLED AS HIGHEST EXPECTED GROUNDWATER ELEVATION 11.2(USGS WELL NO.S53331.1) �, Ld-A I NTNG P O DE 1755,New a Road DETAILED. CUTTING RINGS MAY BE REQUIRED. yr EAST MARION,NY ... �� � ..� Mattiludc,New York 11952 ..................... PIM SANITARY SEPTIC SYSTEM PROFILE — —4'0 CROSSOVER PIPE BETWEEN LEACHING POOLS Dale:1M&? o (631) 6(631) ni 2651 Fax — u1Q'20oSCDMCOf�1. www.cmd.condonengineering.com SANITARY PLAN NOT TO SCALE