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HomeMy WebLinkAboutBertani ELIZABETH A. NEVILLE may` ��G Town Hall, 53095 Main Roa, TOWN CLERK � � P.O. Box 1179 REGISTRAR OF VITAL STATISTICS ry Py Southold, New York 11971 MARRIAGE OFFICE*'R � r `� Fax (631) 765-6145 RECORDS MANAGEMENT OFFICER ��0� ��� Telephone (631)765-1800 FREEDOM OF 1NFOR.3AA^t ION OFFICER southoldtown.northfork.riet 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. Permit No. ( _ �� Applicant Name _)d tq Xj 13a)z 729 Applicant_Mailing Address 019Pe2d -..1)12- ,e Septic Tank. or Cesspool Brief Description of Proposed Construction or Alteration—,5/AK- e k, Location of Proposed Cons /t �ruction/Alteration: Owner of Property: IL I`l A-J C1 /11 CM 13 c-,- n Owner Mailing Address: Owner Property Address: e,,J6- tl� Name and phone number of contact person �C �,��Aw G i ,.-76±5--15 Tax Map No: Section 6 3 Block 0 ­7 Lot t I Cross Street 1-20 A NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW CONSTRUCTION +QUME S SURVV Y WITH IIEAL.TH DE PARTMENT APPROVAL Signat#of Applicant Date Itcceived by: 5, fi" usL;...i�U1 TSR 2./�t .0 �' AlYkt'.'I !E '✓S: A te.L f2�"3 u.1.�%ei "'S f otNG •EER 01- RIM IT FOR AP F R 0 VA 0C 0NSTRIJCgw0 1s F:,sR APie �� @.ea'�• '"�.t!'�:.�: �bt.�';,'.`�i�k�"..�(R'.�ry :?i�a.eA I V5�5 AUG 0TE NO HS 26 5 "D ti ..s FOR IV;AX f0FA..BEDR00MS X r1i 111)r 'XPIRl;S'T"I„RE YEARS FROM,DATE tai~AP,•RO( IA.i., geEv`,QGvaP�ER Xofi -CIO 0 0 pGE OF CP � 6+ US P E ES yOppy W os po O :� p0E OF g,2 O� G 0 N Xf” O 69 p ,:.:::..;!1G-�;:::;::::.� •,� •O ARES\ps �:•:>:�:�: ';::'t�d� AA- gyp. ATEST HOLE • '29.2 ,:.;::+?.;.�.:;::;;;:;� Cn �i:� � ,...;......::::::::.�::.•.�:.�:. r::•:.�:A 'i::iii:•:• 'y'( .` jii,:.0'•ii1:i o�p0 <J a �O��p\\-E -� .2a5 ;,...py���P�g)�tia' ia-.'•:. �ii�: I FpUND VON• N g9'15 p0 O, y� yC� i' ��(Lp �A cT r :FF:::;::::::;`.;2:.::;..:'N::•.(a�03a0�..X :::ri': :;`':: ::.':y::::::::;� ,zZs O O AAS ��. fi r. r:. 1.2 o X N oT ° F a " ' L epos F E ggo v \\O� tiRO�FgNGE Z O Nj1w- 6� , �' �� -tNY. .�J QQ �3 r FVO�E111 d� ® N�pOti ® X ER �9 Q� LSCS PJ��GG�P��R ga � 15 DRAINAGE SYSTEM CALCULATIONS LOT DRIVEWAY AREA: 1,135 sq. ft. 1,135 sq. ft. X 0.17 = 193 cu. ID*Ev\ v.IN 193 cu. ft. / 42.2 = 4.6 vertical PV6�\G PROVIDE (1) 8' dia. X 5' high ST vSE�' ROOF AREA: 3,025 sq. ft. 3,025 sq. ft. X 0.17 = 514 cu. ! 514 cu. ft. / 42.2 = 12.2 vertic, PROVIDE (2) 8' dia. X 7' high ST PROPOSED 8' DIA. X 7' DEEP DRYWE PROPOSED 8' DIA. X 5' DEEP DRYWE