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HomeMy WebLinkAboutFahrmann ELIZABETH A. NEVILLE,MMC �y0 Gy Town Hall,53095 Main Road TOWN CLERK P.O.Box 1179 C= a Southold,New York 11971 REGISTRAR OF VITAL STATISTICS � ® . Fax(631)765-6145 MARRIAGE OFFICER � a0e' Telephone(631)765-1800 RECORDS MANAGEMENT OFFICER www.southoldtownny.gov FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department D DFROM: Sabrina Born, Southold Town Clerks Office NOV 3 2017 DATED: November 3, 2017 BUILDING G T)F,". RE: Cesspool Construction Application TOWN OF SOU HOLD Transmitted herewith is a copy of application No. 4535 for a Cesspool/Septic Tank Construction Permit submitted by: Tom Samuels for Marill& Fahrmann 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 to ation 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 ELIZABETH A.NEVILLE �`Z` G� Town Hall, 53095 M�?'n Road TOWN CLERK p P.O.Box 11791 W Southold, New York 11971 REGISTRAR,OF VITAL STATISTICS w � Fax(631) 765-6145 MARRIAGE OFFICER ®/�i � � Telephone (631) 765-1800 RECORDS MANAGEMENT OFFICER ��l �a 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 V/or Non-Residential @ $25 Application No. Sas Permit No. O —1 U — o °90 Applicant Namegx" Applicant Mailing Address • adK4� Septic Tank or Cesspool Brief Description of Proposed Construction or Alteration C2�i A el L r&A , 11.4 gz.A�bMA Location of Proposed Construction/Alteration: Owner of Property:; � lC � Owner Mailing Address: V1 Q� j Owner Property Address: Z.00 44kakde Name and phone number of contact person r dd, Tax Map No: Section Block Lot 7,3 Cross Street NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES SURVEY WITH HEALTH DEPARTMENT APPROVAL Signatur .of Applicant Date r Received by: V 1 � 1 existing x exist) g existing T SEPTIC REVISIONS: LAND N/F neighboring `� nelghb ring �� neighboring FOR A 3 BEDROOM RESIDENCE AND POOL HOUSE TEST HOLE 3110116 OF W01I �, W911 ��� sanitary - PUMP STATION(P5) E/ONE DHO71 SERIES BY MARK McDONALD GEOSCIENCE " E DATA 91,9"' JOHN M. BREDEMEYER III system GRINDER PUMP WITH E/ONE SENTRY ALARM SOUTHOLD,NEW YORK 11971 SCTM BEVERLY A. BREDEMEYER LAND N/F OF PANEL ON RESIDENCE BASEMENT WALL TEST HOLE DATA 1115115 ELEV.+108 PROPERTY, l000•z7C-z3 existln JOHN & JAY McKASEY - 1200 GAL SEPTIC TANK(5T) PROPERTY ORI ORCHARD STREET 9 RESIDENCE WITH ADDRESS ORIENT,NY RESIDENCE WITH 1 o DARK BROWN AM Lneighboring WELL & SANITARY SYSTEM (4) 8DIA x 4HIGH LEACHING POOL (LP) OWNER' MARIA MARILL&BRIAN FUHRMANN sanitary d3 WELL & SANITARY SYSTEM - FUTURE LOCATION FOR(2) V DIA x 4' BROWN SILTY SAND SM 3201 VISTA DR.,MANHATTAN BEACH,CA B Btpm SITE: 40,547 SF=0.93 AC 14 13 ' HIGH LEACHING POOL (EXP) / \ + BROWN FINE TO COARSE ZONING: R80 I N22.56'30 E 1 1 2 PALE BROWN FINED WITH 10% RAVEL SW SURVEYO KEN WOYCHUK 12 264.26' TO COARSE SAND SW P.O.Box 153 \ I PROPOSED NEW i in— -- WATER IN PALE BROWN Aquebogue NY 11931 UNDERGROUND WATER LINE \ FINE TO COARSE SAND SW 631298 1588 V / LICENSE# 49273 x FROM WELL TO HOUSE O / LP p LP EXP 12 COMMENTS:WATER ENCOUNTERED 9.8' DATED 10-27-2015 5 1�1 O BELOW SURFACE,ELEV 10- Elevations based upon NAVD(1988), W !lj 554' I$'1 USC&Gs atum Q } N SANITARY GLEAN OUT 0) �_ _ Z 150 FEET RAD +118' 56' +11.5' P C' - a., LO ATION MAP no hbori _ LEACHING POOL FOUND WI O s- i e 1st g — g 9 LP ��g �PtS�@C �� Ma�naa W vVa11 E�ISTI G 18 Z EL \ '°` MP STATION 18 m � 6y�&8 1 ��'9 . ���ea7z Health S1�81� °✓ 8` e �p1E\a-S �0 2 _:; If,5A5EMENT.._'� EXf' I &� �-�X00 �" °' AliFtPo\�N RPows �"0 � H�r� @ A� � _ Z o F-RESIDENCE` o m o QOQ�9 w 14 . +12.4' M\ _ ``' ;' "\ 150F0 0 PROP SED NEW 5.5 =1 E ISTING"` 8 ry? R W B s T UNDER ROUND TER - SIDI=NCE_ ^� + 441 S� W 25' I"roar 25' 45' LINE F OM HOU TO :3 EDROM5 N exI ting �� °T°� OP05ED E,4.6 F DEEP V nal hbo In FL�oAREA N� YV' ASEMENT sa Itary g +RS 5 INC EXI5TING UNDERGROU POGO STORIES DW = 0 +12. DRYWELLS FO T TAL GRO55 Q = a. sy em ¢p 4 f 5TORMAATER RUNOF 13.5 1 05 10, 6 O Q Ir a 0: 12. '+ FROM BUILDI 23ao 5F /S0 LL = 5TRUGTIJ 5 D)n( _FIN FL.R PRO 05ED 2 -- ELEV_' VO pqp/US J 1n� DW �0 o +I4.0 �Iy/� lVO �} 0 o TER E �ti O z - ,= _ - RAO/U SS J N 13 tq GLEAN -� 11.8'+ - EXISTING LAND N/F S co 2 o +11.8' 45.5 l I.8' GRAVEL OF w� ¢ OUT I GLEAN OUT _ ' PARKINiS 11 JEFFERY WEISS OLD FARM RD. Q GLEAN BUILDING STRUCTURE WITH CC ,� �� � — — ?4 +— — — GLEAN OUT ARE TEST � G �) o OUT / PROPOSED- HOLE n� NO WELL OR SANITARY SYSTEM w� w D- PROPOSED NEJA UNDER& / NEW'G RAGE EXISTING EL + 10. =w NO BA E Y +11.9' GRAVEL YYY N pp D_3 SANITARY Llh (G TY FEED) FROM G TO RE5IDENCE 1-5 DRY DRIVEWAY N 2 24' I =FLR _ 24'/ ? Q O SANITARY 5YSTEM / -EL +120 EXISTING b To AL 5 5= GRAVEL 22'55'30"E w :- �j / LR RE tb, PARKING 1 160.00' oe Z. wo °' 24' I1.9' AREA m zw y rn a• " 0 o to�r / Uz // I 11 DW PROPOSED EW GRAVEL DRIVEWAY EXISTING GRAVEL DRIVEWAY o om J: 12 S22'5 '30"W C r^ 13 a z LL �w•ox ut 11 PROP05EP NEW UNDERGROUND DRYAELL5 PROP05 NEW UNDERGROUND DRYWEL ITH \ 428.10' w• FOR 5TORMWATER RUNOFF FROM BUILDING METAL IN T GRATE FOR STORMWATE 11 a l- TRUGTURE5 ' RUNOFF FR M DRIVEWAY SURFACE w N• - / existing SITE PLAN ,0%4 &W CLEY k neighboring ,� „exI In� well x SCALE: 1 30 -0 s &•SAM neighboring LAND N/F OF existing CO !` Q- JOHN A,&-DIARE-S.-PRI2@MM � _ / RESIDENCE WITH _ I Y neighboring 0 _ 0 p WELL & SANITARY SYSTEM — — — �_ �. \ we I * Pi Approved ®��' � 3 = o � 10 existing S / POJ C neighboring 10 {.� T NO: 1516 ALARM PANEL.YV/ sanitary WN BY: ELECTRIC LINE TO PUMP system TE E� UT RESIDENCE FIRST FLR EL+14.0 FT _ - POOL HOUSE FF EL 12S PT BASEMENT PLR EL+5.0 FT _ C TS PUMP STATION IN BASEMENT OF RESIDENCEFyrp t ?N�J3�I �d @ ��� i ,61� Hfl�- EL 12.4 FT I D • LEAN our &RADE EL 11.8 FT. CLEAN OUT EL ODU r 118 FT. T : q,� b'C'U;�STRUrP-�6��•� � a 2/4/1 " LEAN our _ .�����i`���;��. ��:,� GRAM LINE ELEVATION±11.8 FT. �a Yz=y 4" �{ roa�� 1"=30'_o" 0 I'MIN.2'MAX. j �'1 " G rf ilvlwl R' c-i�,"N�,p Q'Y SHEET TITLE: PUMP I/4 180/FT. TOP OF o0 ; - , ECEIVE"p SITE STATION PLAN ' TA�NIGC LEPA0C0FfLN6 t 4 -�P�-�.�� y<Ki� (B IE. +11.3' IE. +102"1' E.+qSS' BOT• POO 5.8 FT. 4� �re saga y "=,; -__K SEP 2 IE.+8.4' IE. +10.05' IE. +q.4'7 'O` '' �'' - ���� SHEET NO. 6R0UND KATER I.OFT. HIAL r-;,�e. fir.•�•2 �,,:"`'"�*>�"�)w, 3'MIN SEPTIC PROFILESCDHS SUBMISSIO N' (N.T.S.) - — SCDHS REF # R10-16-0020