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Y. 1000-74-02-12.2 ppp SCALSCALEi'=20' 0�[ D / MARCH 17, 2005 D O D Aug. 5, 2005 - Feb, Mw/4, '2006 Oroo- ,/r-p) Apr- 74, 4eve6 eL,P- eA'scheNrl May 23, 2007(U.C.) N/0/F JOHN B. SEPENOSKI ' Lue 30753' S66-07'00"E ^ ' -- ^� ' `I KEY MAP x d�9, . ��WC(-� �/^uC� ''V V e p O Iin I V V SCALE, /' = 600' ROW OF EyERCREENi SIIL � � N WIRE FENCE iii � I W l I'' IOPf_ FR. SHED 1 Imo— h I JLO I r' VV 4tt v 1 I u 7 h n �. FENCE RCA PAVEMENT (J J/P WIFE w - W „ S l br✓ �` v / \ p� I METAL BUILDING srca ery __ u n 5w N ap Sr u' iii GRAVEL OYER ASPHALT nRIYEWAYIn ! 7 d 4 150.2' F y tl Boring ' �� 9T CE;e)F \ WRE FENCE I I 4.01 lb �M 44 'Jb B � oYERHANc tip � �, '� � 7 ' � __ / •dot `` V e [L .I II.O' N fe.l N V It F,3e - C qQy W � E EYE— " VV + aVCRHANC Al a (exi/rny� front �. o / ' WNE rtlw� d r V \ aI W I ��' h • I � Io WWE FENCE ry17 N624`30"A' 594.15' 1 iii J,n &Ie/32 Mau. cost [,onh fR O -- N1O1F ANNE A. HUBOARo —e-7/7wN-OF ,5oUT/lOLD - `, / covers lorfgrade I " Finished Grade cast Iran framed cover "Ip oad !f HEALTH DEPARTMENT DATA d Test Boring TOTAL ACREAGE = 5.00 ACRES dna, p,/•,. -- za{ £ „.•. ,•W. 4/21/05 by McOONALD GEOSCIENCE IOTA , ACREAGE 4-02-12.2 •� .0 mm 4 m,a r e — e' cover rm•, a"cov`(er 113. 0 TOTAL BUILDING AREA: EXISTINGr SINGLE FAMILY HOME SANITARY DESIGN BY - 29.5 re• !e 29 /s-per reit ar �� J Dark Brown Sandy Loam PROPOSED' ADDITIONAL BARN/PROCESSING 40SEPH FISCHETTI, P.E. mrn4a.a`P1E �al�o •' min,. 9'' dfa. gg I o d OL 8,250 sq. It. HOBART ROAD ipe 0.5 SOUTHOLD, N.Y. 1197/ !r 300 SF SITE DESIGN DESIGN BY Brawn Silly Sand ALLOWABLE SANITARY FLOW (DENSITY) (63/) 765-2954 JOSEPH FI MINIMUM SIDE SCHETTl, PE 3• WALL AREA 3' SM GROUDWATER MANAGEMENT ZONE /V �01A i 1250 gal. 8' glia - 4' /iqu;d souTNo�.o, N.Y. HOBART ROAD 2.5 ALLOWABLE FLOW FOR SITE (WELLS) = 600 gpd/acre — GREASE TRAP 5'GYseed a SILL jQp th Septic T(onk grave/ AD (63() 76�- 2954 e„d deP/h depcaper gp Pale Brown Fine to 5 ACRES x 600 d =3000 gpd. ALLOWED SEPTIC SYSTEM DETAIL Medium Sand NEW BUILDING Less DWELLING 300 qpd -" LDING SP NOT L SCALE B' dia. Leaching Pool lI' " 2.700 god ALLOWED FOR NEW CONSTRUCTION THERE NO CESSPOOLS WITHIN 150"OF EXISTING WELLS l2' deep Pole Brown Fine to Sewage Disposal System Design Cala Sewuge Disposal Design THERE ARE NO WELLS WITHIN 150' OF CESSPOOLS REMOVE IMPERVIOUS ERVOUS Coarse Sand WITH CLEAN SAND Septic Tank! //O gpd e 2 day (low = 220 god ,Spy ( -, r - - - - 8 GRAVEL - - - Provide 1250 gal. Septic Tank - 8'0. 4' liquid dep/h ELEVATIONS REFERENCED TO AN ASSUMED DATUM, ��: N. Y.S. LIC. N0. 49618 - .SOX27Dos'�R ztoc,Ahzli � 10? - _ Leaching Pools! //Ogpd. = 1.5 = /7oS sq.11. ANY ALTERATION OR ADDITION TO THIS SURVEY l5 A VIOLATION ECONIC �'YJ,R'�%EYORS, P.C. OF SECTION 72090E THE NEW YORK STATE EDUCATION LAW (631) 765-5020 FAX (631) 765-1797 ��� 'r Use minimum o1 300 sq,(1. of leaching EXCEPT AS PER SECTION HIS MAP 2. ALL CERTIFICATIONS _275ox o,04 =-//D 9'P"a-= - -- "— 8'0 = 12' deep AREA = 5.000 Acres - --------' -'---_-- _ SED SEAL OF THE SURVEYOR HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. 0 909 _ Gr��sgTicSp=.Qe4uieed_-//O.9al- ZOCL? /(on3 WHO MAP OR COP/ES BEAR THE EON SOU TRAVELER STREET ,N' - MONUMENT WHOSE SIGNATURE APPEARS HEREON SOUTHOLD, N. Y. 11977 05-117 '2x517 94 de_Au - - r�u r