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Home My WebLink AboutM&R Southold Properties ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OI'JNFOR~~OFFICER r--- ." r-. i< :1"; .,. "~' i -\ . ~ ,~ -, . j , 'I Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net ,::).j 2. I TUG OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD \ ~-,- 1&---" . .~ Southold Town Building Department FROM: Francesca Quintieri, Southold Town Clerk's Office DATED: Transmitted herewith is a copy of application No. 3649 for a Cesspool/Septic Tank Construction or Alteration Permit submitted by: M & R Southold Properties Please review the application and location map and advise ifthe project has received Suffolk County Health Department approval and if this office may issue the permit. Please complete the form below and return it to me. Francesca Quintieri * * * * * * * * * * * * I have reviewed the application and location map of the project cited above and make the following recommendations: APPROVE ~ DISAPPROVE Comments: - ~~7~~j:~~~~~~~~ ~c~;q Signature /1 /~Z ft~ Dated ' I ELIZABETH A. NEVILLE TOWN CLERK REGISTRAR OF VITAL STATISTICS MARRIAGE OFFICER RECORDS MANAGEMENT OFFICER FREEDOM OF INFORMATION OFFICER Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (631) 765-6145 Telephone (631) 765-1800 southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD SOUTHOLD WASTEWATER DISTRICT APPLICATION CONSTRUCTION or ALTERATION PERMIT CESSPOOL or SEPTIC TANK Residentia1@$IO_ or Non-Residentia1@$25)L. Application No.&lq Permit No. APplicantName_~~ s'u'1~ ~ROP~T;Jf'<=-~'" LLCl.. Applicant Mailing Address ~D ~'" Btrl> S::>v 1" Ikt.-h ~i \l<t 71 Septic Tankior Cesspool_ Brief Description of Proposed Construction G1 Ait...,dtl.Jll .~ A-t... Uf.,)j;'f'S Location of Proposed Constructionh '\:It...,,,t;vn: Owner of Property: J41k...f- ...f ') Owner Mailing Address: A-~"v<:- Owner Property Address: '3 I 5 ('0 M. kG-l2.C. ~ ~ /L::J;-vtL Q v '7 (l \4.0(;. U l! IJ .. Name and phone number of contact person~~ W~":;FI-Jt;t...::r- 'M-Atl/l Strfl-;;:-t..<- "7'31.\'-7510 . Cl5-9lr7 Tax Map No: Section~Block qt;. -\ Lot 1.1'1 Cross Street bG-\>07" L~t- / (! 12. Y' B NOTE: LOCATION MAP MUST B{ SUBMITTED WITH APPLICATION. NEW CONSTRUCTION REQUIRES ~~'J'H HE~ARTMENT APPROVAL ~ ~ ~.. ll-;)'--<'b Signature of Applicant Date Received bY:C.(~ 11~loo - " " . Sv " , A 8 -.ft...: 'ib "epa.' -aflfeiiil.. iaIB ~"""''''('-I''_~- ^". ...~......... ...._~~y s...'~- - .._~,~..._ .."" .:.t.. _af:-- ...... ~.....Io...... ... . . r -~~ ~ u.. ~ at .., AMI." III.. _ af~ _II ..... ...... "-II:, . - wfIIa tlae ~ ~ , . ....... 10 lie Ie ..-..'4......"[1 " ...,~..aii -"-"",'olo. ....... 'I! .....,Jlllaa.. ......fI~ Lftis"" w.,d _'-2'__ .. ......~..d Oete '-. '. ~". '- " '-s", DRAINAGE, SEPTIC DESIGN & SITE PLAN James V. DeLucca A.A. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TrTLE SURVEYS AS ESTABUSHED BY THE LlALS. AND APPRDI/ED AND ADOPTED FOR SUCH USE BY THE NEW YORk STATE lAND TITLE ASSOciATION. N.Y.S. Lie. No. <4-9668 UNAUTHORIZED AlttRATIDN DR ADOmON TO THIS SURVEY IS A VIOlATION OF SECTION 7209 Of' THE NEW YORK STA TE EDUCATION lAW. COPIES OF THIS SURVEY ~ NOT BEARING THE lAND SUR'IEYOR'S INKED stAL DR 0I80SSE0 SEAl SHAll NOT BE CONSIDERED TO BE A VAUO TRUE COPY. CERTIFICATIONS INDlCAttD HEREDN SHAlL RUN ONly TO THE PERSON FOR WHOM THf: SURVEY IS PREPARED, AND ON HIS BEHAlr TO THE TITLE COMPANY, GOYERNMENTAl AGENCY AND LENDING INSIlTUTION US'TED HEREON, AND TO THE ASSIGNEES or THE lENDiNG INSTI- TUTION. CEllTlF1CATIONS AIlE NOT l'IlANSrERAaLE. . , ~ \.. ,: Joseph A. Ingegno Land Surveyor Title Sutve)lS - Subdivisions Site PIons - Construction Layout PHONE (631)727-2090 OFFICES LOGA TED AT 322 ROANOKE AVENUE RIVERHEAD, ~w York 11901 Fox (631)727-1727 1M/LING ADDREss P.O. Ilox 1931 Riveff1ead. New Yort< 1190 1-0965 THE EXISTtNCE OF RIGHT Of' WAYS AND/OR EASEMENTS OF RECORIl. IF "HY, NOT SHOWN ARE NDT GUARANTEEIl. ~{;1 .~O) ~~~ '"'<:1 :..; ~~~~ 2'.<l::~,--. ~Cj~u '-li'Jt2 ~ 0., t:::,<><-; t-...... "'<~ e~ .... C1 0:;; '-l "-. ""-.. ---.-., ..-- -- ---- -. -', -.- "--. '-'--. -.. --. "-.- ~ f::; s:J:J o ~[;g ts :::5 '-I @~ ... .... u 0:;; '-l "-_ 54-- - t~R &;: ~- It n Jlit U>'l "~ i-:- &!jl " ,!;zU) i=::<-< ~~g & "'- -... - --- -- -.55 ___ -..... --------------- w . o '<t . r-.... C'4 . r-.... '<t -._~ s.. ~l~ ~}i f!!....1!J if~g ill! ~?;J II @ /j .... i ~ 1/ ~ !2 m ~cfJ I!B I, O! -<.y i II ~ + - 9: ~I! i$' i ~~; ~yll~ I! tif 11/ ':~~ 20'~24" c'", II II / U}ctz / &I . . e \ II II ~~ . . G .... "- I! II .)1 a~ ~y 11- I! II ~ ~/ -~d::L~,,~ It' I! \ J. II II ~~ _ ~\:J- ~ ~bt' .' i~g !,)"'If! u~ U \)B .~u ."'..J..J .1 II. ~ ~. t D'-i @~ ~: --- -"- - HIG/l;'5n ~ .. . , Q iii ~ - t ~l I 8 _52 -- -I .11) fit ~iI: t &~:Z -~i: ~~~ ~j[1fI h~ t:: 1= /[ 111 II! - - Q .'~/l-- 1 ). ". ..!CQr...} . ..../-.JJ~~T~,.'17.T1> I . ~-----..f'6xe'. .' 1000 "'1. 't. TOTAL UNIT I . -. 40' -" ..-..F.FL. SS.o' '~. , 20'- a 1 <)Vi J I ""';';..;J '-~'~--~'....r . 1000 "'I. It. TOTAL UNIT ~ . --... " w ~ 1s ~ F.FL. SS.O' r I . { . I. _oJ ---J . I<:\::t>.q. 't. TOTAL UNIT \ \ ~ \ ~- >-\ 1\ ~ F.FL. 55.0' I I I 1 --_J-oJ 1000 "'I. It. TOTAL IJNIT F.FL. sa.o' "'- '- I. l.".-.._ .~_ I.~~ -. ...c.~:r-oJ. ':';';"-""" 1000 "'1. 't. TOTAL UNIT -. I I I I ~$! l~{: Q"'l If~ '\)1 .~~ "'a:' F.FL. SS.o' ---.:::- \ \ I \ I \ [ ~ I "r - "" ~ ~ I \ I \ I \ I \ \ \ Q q h \ ~ e. .L \ t-~ ~ - ------ ~ .y F.FL. 53.0". 11 .} 1 -';";:.'~'s.~,oJ . "10 eoo "'1...'!: T9IAL-tlMf'" .~ -F.FL. !e.o' J I I l. -__J-oJ eoo "'1. It. rOTAL UNIT F.FL. 55.0' ---.:::---.::: ~AJNIN6 ~ _ --.::: _ 50' BUJi'Ji'fi:R -----...........- S . o -.:t r-.... C'4 . TOTAL AREA PLANTING AND TA. T.e. Tj'j. ToD 40,004.5 Iq. fl. BurrER AREA 1 B,209 sq. fl. ELEVATION TOP or ASPHALT ELEVATION TOP or CURB ELEVATION TOP or RETAINING WALL ELEVATION TOP or DRAIN INLET CONCRETE CURB CONCRETE BLOCK RETAINING WALL 'l ". '1.1< . . l..JM Po~f.s.J e~NomPr""$i~ (t067'Ja,2375 .3.6!$L~/F'f:. 8cltom( r"p.J?OI/ 1'l..-Ncnr.,q.PeSiz.~ (/.~O.LD,lI56(Yaa) 2.27 Lbs.)Ft ~I ~ ber 0;' lino ~ Co. ~1r .- ~Z'~Wosh (ryo} ~-L Ii' .1'- ::-()_ ClY)c"'~ Fcot.,.. ;t}; lY91i:A/1 ~,...~ Hi; ~{-l(') MaUbttA'.e'$. (p "E"-lI=C>~:"~D :::'o"'~Cl'=-,!!: s,-",e, \ ~~ L 4' a 6' HIGH VINYL CLAD CHAIN LINK FENCE <~" Do- II,/of /p 5<:QM DRAINAGE CALCULATIONS TRIBUTARY " 1 TOTAL ASPHALT AREA TOTAL Roor AREA TOTAL NUt.lBER or DRAINAGE RINGS 4'-6" HIGH x 8'-0" IN OIl.. REO'O WITH 100" RUNorr 14,195 + 3.800/1,250 = TOTAL NUt.4BER Or DRAINAGE RINGS PROVIDED TRIBUTARY " 2 TOTAL Roor AREA WITH 100" RUNorr TOTAL PLANTING AREA WITH 10" RUNorr TOTAL NUt.lBER or DRAINAGE RINGS 4' -6" HIGH x 8'-0" IN DIA. REO'D WITH THE roLLOWING RUNorr's Roor AREA = 3,800/1,250 = 3 RINGS PLANTING AREA = 1,194/1,250 = 1 RING TOTAL NUt.4BER or DRAINAGE RINGS REO'D TOTAL NUt.4BER or DRAINAGE RINGS PROVIDED '. 14,195 sq. fl. 3,800 Iq. fl. 4 RINGS 4 RINGS r4]Of~6~'~- (!..!<l':G , ----'1 '7!'l' iJ'F ",7, af(: STl.. CAP I"" tI., -AM T1 Tle ~GIZ'':T'IV:-'' i j 1.: ".1 .~ ~ ~ .If 15 RINGS 18 RINGS 3,800 sq. fl. 11,936 sq. fl. .--" ;'4<""- ~ DQUEx..c 5\\jIt4G.GA'--t.6.---'=ow r-l0~e. SEWAGE DISPOSAL SYSTEM CALCULATIONS (GROUNO WATER MANAGEMENT ZONE IV) 1. ALlOWABLE DESIGN F'LOW .. 600 GPD/oc. I( 0.918 OC. - 551 GPO 2. PROPOSEO DESIGN FOR GENERAl INDUSTRIAl SPACE 7,800 sf K 0.04 CPD/et .. 304 GPO 3. SEPTIC TANK CAPACITY REQUIRED.. 304 GPO II 2 DAYS .. 604 GALLONS am C...... "1Ilo.~G~'Si\ USE 1,200 GALLON (8' DIAMETER X 5' LIQUID DEPTH) N ,~, rD~ II 4. L[,f..CHING POOLS REQUIRED: l"'_Mfta USE "INI"U" S'ISTEM (300 SQ. FT. SIDEWALl. AREA) by n-t of'HeaIIh-v..- ,3-(8' dio. X 4' HIGH SECTIONS) + TRAFFlC BEARtNG SLAB IoIVf'R" F".Fl.EL.~ " z 9 5 <D 411CAST IRON PIPE ANtSHED GRADE EL~ ~ min. TRAFF"lC BEARING COVER ." PVC PIPE @1/S./ft.(min.) ~ I "N INV. EL ~ " 0" tNY. EL. 10'-0. . IfIN.EL.~ o I ;" lNY. E J " ." e'-o. bl'~ ," '0 I N CRU ALl. J " 8'-0. DIA, ,3'-0. (min.) 1,200 GALLON SEPTIC TANK S'-O. '-- BOTltlM EL ~ GROUND WATER 07 I -- "S TEST HOLE "2 AS SHOWN ON SUBDIVISION MAP 0' (1) LEACHING POOL TOPSOIL us' HEAV!' UlAlI 3' ....0. ClIlA'IEl 17' '. .'~. ~' 44_\ " . \. \ '\, '\ . . - ~, . . " " ~ '?' . . . PS'!E:.R ENCL-O<?~Jc?f3; "". . ". ~,.~u._ __'~_m___ ___..______ " ~ I ' - - '4 . ~ .-' Brrl/mN'Ov.5 .:5eo/tt:r ~ , , :IE,~Lt/eonng C"i/r4t!:. ,'.' ~: C' :~ , .' ,:, ':~. ~":~::~'. :..~~..-_:~.:.~~.~ ~'~':.:l::: .~ ~ ~ ~ , '.!l i ~-n;.;,-.r,;. ZJ/;U;.'~-Cc</rst: '-..5rt7~//J.:Jtid' LS04t!.~- H TYPE A" CUR8 DEIA-.I L ,1/2- STONE TYPICAL STORMWA TER UNIT (NOT TO SCALE) FINISHED GRADE CAST IRON INlET fRAME &: COVER (FLOCKH,AAT #63518 TYPE 6840) OR a- THICK REINFORCED C;ONC. COvER ~~_ 12" CORRUG, PE DRAIN PIPE OR APPROVED EQUAL TRAFFIC BEARING TYP, 0.5. MIN. TO UN , - J..- 0 X , 0 ---.; "j, m , N '<1:' ~~ ~~, ~"- \."" ~ ~ " ~%, <q, . \" '*- .. . ~'i~ . '1,. min. 12" CORRUG, PE DRAIN PIPE OR APPROVED EQUAL TRAFFIC BEARING TYP, <J . ~/jr.o .' .. O'~ . '-?> ~ )t4.. 4 ~to ~ ". ./'1:p .~. ~ -.."''" . ~ %.. ~ 1/1> 8'-0. 3'-0- (mln. LEACHING RINGS RElNF'OftCED PRECAST CONe. 4000 PSI 0 28 DAYS 190 ef 4- 3'-0" (min.) CRUSHED 3/4- - 1-1/2" STONE AU AROUND " ; r , \. \ " '~~, \. \. '", . -\. \. . \. . ~' 7-~7 ""1q, \, ~\ \' ~ '0. \../ ~A ." 4'- II . '~. . '1:," . ...... ,. ",. ." . '0. 41, v'" "0. ,pC ~ ~ , " "" " " '. "'", ',---- '---- , , '" , ~ \ " , bee) :'\ 1'1.- be S \ \ , . . . " s.,. . \. " ~, \. ~" '-, ~ \.~ . ~~~ '---- \. . "- "'.. , ", . -- \ " " " , , , , "- , , . . "- , \ " " "- , , '" , "- , , "- .-.: ''-. , -- " " '" "- "- "- "- "- " '---- '" ", '-., , , '" "- '" "- "- "- "- , '" , '" , , " '" ,