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HomeMy WebLinkAboutKreger ELIZABETH A. NEVILLE, MMC Town Hall, 53095 Main Road TOWN CLERK � � �'p P.O.Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631)765-6145 MARRIAGE OFFICER Iu ��i u,r Telephone(631)765-1800 RECORDS MANAGEMENT OFFICERwww.southoldtownny.gov FREEDOM OF INFORMATION OFFICER � OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD TO: Southold Town Building Department FROM: Southold Town Clerk's Office DATED: October 7, 2019 RE: Cesspool Construction/Alteration Application Transmitted herewith is a copy of application No. 4794 for a Cesspool/Septic Tank Construction Permit submitted by: Eugene Burger for Michael Kreger 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 w ELIZABETH A.NEVILLEQ Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 Southold,New York 11971 REGISTRAR OF VITAL STATISTICS Fax(631) 765-6145 MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER ° Telephone (631) 765-1800 FREEDOM OF INFORMATION OFFICER °� aoutholdtown.northfork.net i OFF I TOWN OF SOUTHOLD SOUTHOLD APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK 5 Residential @$10 /ore Non-Residential ntial $ Application No. Permit No. Applicant Name ✓ mm Applicant Mailing Address. ..... ' Septic Tank or Cesspool p Brief T es c1 ptioii of Proposed � ni tiiooin or� �r ,i �� r ': !. 1 i"9. p p Location of Proposed Construction/Alteration- Owner of Property:,....._.. Owner Mailing Add.ress;_ u Owner Property Address:, .. � ? ..._ " . ......._._.. Name and phone number of contact person?�5t - Tax Map o: / Section �.._...�..... lock t Cross Street_�._.._� NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. CONSTRUCTION NEW I Signature o plic t Late Received by: , ^ ._ . ._...... T EXISTING RESIDENCE TO BE DEMOLISHED a FEE:8.9 GFA:1 B40SF E).( - PIPES CiP`E _ EMST PROPANE TANK TO �I BE RELOCATED I _ <� F I� PROPOSED 4 BEDROOM RESIDENCEC..AN OUT TO GRADE AT F n>IS L1 «c =-. c _ - s s 4'''ru-E FACE GF BLDG �I € r -xa sr 2 STORY STRUCTURE SET ON CRAWL SPACE-­ 72 85 ; FFE:9.0 GFA:1876 B.F _ � I?- r'Ssa' S 3 rr�as ''a'uec, csr�.v TEST HOLE LOCATION-- �� •J LEY MAP ° "21.5 YARDS OF CLEAN FILL REQUIRED FOR SEPTIC SYSTEM3a' �- �- i .fi wl 8 (TO BE IMPORTED FROM AN APPROVED UPLAND SOURCE) Ng1 yt'i° d �" e f SO 2 DRY WELL FOR POOL BACKWASH DEC EXISTING COVERAGE <-,ss f L2 Y a PROPOSED DRAINAGE � I cp- (4)8'Ox3'DRYWELLs i l IR far, aC ^ Kxse c�cxe s I � ' `r � ga.-` _ d l PROFO5Eb.ALTERRd.4TlVE I _ 4 BEOROOM SYSTEM 1250 GALLON SEPTIC TANK LU 100 x 25 LIQUID DEPTH i F- If - w/8 2 D EP LEACHING POOLS Q DEC.PROPOSED COVERAGE _c3a "..¢d 2 DEEP EXPANSION POOLS aeor a>:e Cv�wecevcza :szsx sa rr na;caae zv;? `, -F:.1 i t i - PROPOSED UNDERGROUND y ARK u.C. n -AS_NE T_BLD„ U). rwa vn �ecF;. ` .a `�i w f. m=z I=. ' ;eansce 'V � PROPOSED 1'H x 2'W x e'L 4 I Ana« _x� reason<. CONCRETE DERDMAN FORAl o. &ro SGF - • t £ -BUOYANCY PROVISIONS WEXISTING DRY GARAGE nm cA.T ANTI 3 TUBE 11/2 STORY STRUCSEE S-2 FOR DETAILS dg SET ON SLAB I r � 1R s, =--100'WETtANO SETBACK Q o m I FFE:7.3 GFA:887 S.F. ,1 EXISTING WATERLINE&METER 11 Ij t +`.t& aJ 1 TO BE RELOCATED f J �- --z_ EXISTING OVERHEAD ELECTRICAL LINES � TO BE REMOVED a\�' EMSTIN SEPTIC TO BE l PROPOSED DRAINAGE EVGVED AS PER € (1)8'022'DEE - -- •} \SCDHS REGULATIONS DRY WELL J�SANITARY SITE PLAN PROPOSED BURIED ELECTRIC LINE--- SCALE=1:30 u ' PROPOSED WATER METER &WATER LINE .,,•z `o�rax..gym ,rH_aan o-a...,. C m - I U DRAINAGE ANALYSIS Project:Kreeer� Rtden[=Date:Q j9�,j,@ - -- " Area In Runoff Adjusted Event LF Requtred LP Provided — � a,S ,- W Zone Sq"Ft. Coeff. Sq.Ft.- 2/12 (8'0142.2) (%100i _ Main House 1890.0 1.0 1890.0 315,0 ' 7.5 9(%120) - _ TEST HOLE W Garage 887.0 1.0 887.0 147.8 3.5. 5(%142) x v - PROFILE ELI �rara a caCSU ava..., z �) I€I€ V a s5 W < r d C Li DEADMAN ANTI BUOYANCY DESIGN ``' "C t - 'F I I ❑~ i