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Home My WebLink About1000-56.-4-2 .' .~. . ,! ~fD"~ C,\J\ . wI" ,...~ PD~~NI~(;-'BO!\RD Tci\Y;~ ~t~..~.~.~.......,UW\Y ~~)\"LD c\,~...""" ~ t\ 'Y-"l,' ~ ~{;r~;f -. C' SUFFOLK:.COUN Y - .!jlO" , .> T" ~ .1'. 1'- .,J ;0 ~ 1-'; . Southo1d, N. Y. 11971 (516) 765-1938 September 25, 1984 Mr. Irving L. Price Attorney at Law 828 Front Street Greenport, NY 11944 Re: Site plan for 382 Wells Road Corp. located at Arshamomaque Dear Mr. Price: The following action was taken by the Planning Board at the regular meeting of September 24, 1984. RESOLVED that the Southold Town Planning Board approve the site plan of 382 Wells Road Corp. for the construction ot a car was~cated at Arshamomaque, plans dated as last amended August 13, 1984 subject to this plan being certified by the Building Department, and a one-year review by the Planning Board Please forward 6 copies of this site plan for our referral to the Building Department. If you have any questions, please don't hesitate to contact our office. Very truly yours, BENNETT ORLOWSKI, JR., CHAIRMAN ~OUTHOLD TOWN PLANNING BOARD~ . bk'j",--,,,-,--rt: ar~~, -u- cL rf../) By Diane M. Schultze, Secretary cc: Building Department . - , \ ~EL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD. N.Y. 11971 DATE: June 18,1984 SUBJECT: Planning Board Members ./ . d . d" el~ V~ctor Lessar , Execut~ve A m~n~strat ~ Certification of Site Plan--382 Wells Road Corp. TO: FROM: Property is located in zone 'B' Light Industrial. The property was purchased on erroneous advice of the Building Inspector, so it is now allowable by law. Off-street parking is to be determined by Planning Board, 100-112 A. Property survey doesn't show any type of drainage, 100-112 E. The property to the north (rear) abutts the railroad and property zoned 'A' Residential-Agricultural, and requires screening, 100-134 D 6. The west side may also require screening. Access to the state Highway will be required per 239K. No indications of outdoor sign locations (100-134 D 4) and outdoor lighting locations (100-134 D 3) were indicated. The building area meets set-back requirements for a business in the 'B' zone. VL:ec . i~ >- I ~~F6-J::;' .. )\ \?[;'& kW~S:QDLLCeP.J ('f ~ "'. 8-' -=Pr . . --'T - - .--:.~U(.-O _ _ _--rfpg::.c F _ J~,~Lz_L;> 70 \ , \.~+\dT "" -rC ~~~ CUCR,WGj,(iJS'.Ei/!T,/Pt5J - wl'-'-Ht..:'L-P ~<::t:~""NI~ EJ:i>GT peCJF9=?> CON7VrJJZ.S . TO _..5tlfli WH~ Dl !?.LE:<:;r PvNGip.. SIC" _ P",LAc,croP 1"1201\. .r~W-.J N-~ I KID -R{/J'iI2F12 _C-Xi-/.-qo ~Ui-'-';i.'-L ON e--/''5..T olD'=< L_ 0""""'" ~T7LI2- fk:'C/,( 2vFFVU: C:rUNrY -,":::0,,- l' cJd-~ ~ 'S \ ~ ~ A y= ~A@.e..A CAe L>--)c.'O>\~\ J() -::5 Ed- Do you have a copy of certification for a site plan known as "382 Wells Road Corp" for construction of a car wash at Main Road, Arshamomaque. The principal is Robert Ringold. The survey was last amended August 13, 1984. Thanks. ~'QlL, NM --;ul7 ~ ,4 // c . ~ pg (3) 4/9/84 1~ (, Pre-submission conference: 7:45 p.m. Mr. Coster, Mrs. Coster and R. Terry esq were present to discuss the Coster's proposed site plan for a funeral home located at Southold. Mr. Coster explained that they would be using an existing building and adding to the rear of this building approximatelY 30' X 60'. He further stated that this area would be the two chapels. He also said that the exterior of the building will remain the same and the interior would only be moderatly changed. The proposed addition would match the exterior at the sellor's request and the applicant's desire that theaddition conform to the existing building. The Board stated that they would be amenable to this as it is one of the older buildings in the hamlet, and would want to see it remain architecturally the same. The Chairman questioned if Mr. Coster made any application to the Department of Transportation with reagard to the curb cuts and the applicant stated that he had not done so. The Chairman questioned whether the proposed fence would be necessary behind the building as the property to the North is business. He stated the plantings may be sufficient and the applicant agreed that the too preferred this and would like a white picket fence around the rest of the property. The Chairman explained to the Board that the file contained endorsements as to Mr. Coster's character and noted that it was very encouraging to see such good endorsements. Mr. Latham had a question with regard to the roof of the building and the applicant stated that the roof of additi, will also match the building. Mr. Mullen had a concern with the availability of parking area, he noted that the plan indicates parking for 52 cars and questioned how many service vehichles the business will utilize. Mr. Coster stated that he intended to rent the funeral service cars, there would be only 2 cars at best, those being his own car and a service car. On a motion made by Mr. Wall, seconded by Mr. Latham it was RESOLVED that the Southold Town Plannnig Board will conduct a field inspection of the property and simultaneously refer the site plan to the Building Department for certification. This site plan is for the construction of an addition to an existing building and to create a funeral parlor in the building, located at Southold. Vote of the Board: Ayes: Raynor, Mullen, Orlowski, Latham Wal Mr. Terry, esq, who was present to represent the seller of the property of the proposed funeral home, requested that the Board act as quickly as possible as his client was anxious to sell it. The Board confirmed that it would be handled as expeditiously as possible. * * * * * * * * * * * Pre-submission conference: 8:00 p.m.-Mr.Robert Ringold of 382 Wells Road Corp. was present to discuss his proposed site plan for a car wash located at Southold. Mr.Ringold explained to the Board that the car wash proposed would be similiar to the present car wash he operates in Laurel, same building, same operation. . . . pg (4) . 4/9/84 A.\Si Mr. Ringold stated the site plan would have 15% landscaping, and the traffic flow would be to the East and the DEC has noted that the property is not in its jurisdiction. The Board questioned the proceedure used percolation. Mr. Ringold explained the process he uses is a filtration system which prevents any water from going into the ground which must be approved before the building department can issue a permit. The further explained that the system filters out the bacteria and water is recycled, the system is presently approved by the Department of Health Services in Suffolk County. ( On a motion made by Mr. Wall, seconded by Mr. Orlowski it was RESOLVED that the Southold Town Planning Board will make a fie~d inspection of the proposed site plan of Robert Rinqold for a carwash located at Southold and simultaneously refer the same site plan to the Buildinq Department for certification. Vote of the Board: Ayes: Raynor, Latham, Mullen, Orlowski, Wall * * * * * * * * * * Mr. William Esseks was present to discuss the proposed cluster ~eveiopment or NLChOlas ShLCk located at Orient. Mr. Esseks sUDmLttea the Sketch map ot the cluster and noted that it is to be single and seperate from the hotel property. Mr. Esseks stated that they are no longer persuing the proposal of greater density and will instead persue the proposal with 20 cluster. ( lots. Mr. Raynor questioned if the area for cluster had been computed with the hotel property as it was noted that the duster is not to contain the hotel property. Howard Young was present and at this time came before the Board to explain that it has been computed without the hotel. Howard Young also certified that the map dated August 27, 1983 was the same map presented to the Town Board for their approval of the cluster concept, and the only 2-acre cluster map before any Board in the Town of Southold. Mr. Raynor read correspondence from the Town Clerk that the Town Board had by resolution on 11/15/83 approved the cluster concept for property of Nicholas Schick located at Orient Point, NY. On a motion made by Mr. Wall, seconded by Mr. Mullen, it was RESOLVED that the Southold Town Planning Board declares itself lead agency with regard to the cluster development of Nicholas ~ChLCK locatea at or Lent unaer the State Environmental Quality rteVLew ACt. An LnLtLal aetermLnatLon of non-significance has been maae. The Board requests that a Long Environmental Form be filed Vote of the Board: Raynor, Mullen, Latham, Orlowski, Wall The Chairman noted in the minutes that there has been a change in counsel representing Mr. Nicholas Schick, the new attorney is William Esseks. Mr.Esseks questioned if the Board will require a map indicating 5' contours and drainage, the Board stated c: as per the ordinance it will be required. . . . . . . . . . . ; , '-./ TEL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUTHOLD. N.Y. 11971 DATE: June 18, 1984 SUBJECT: Planning Board Members ~ Victor Lessard, Executive Administrat~ Certification of Site Plan--382 Wells Road Corp. TO: FROM: Property is located in zone 'B' Light,Industrial. The property was purchased on erroneous advice of the Building Inspector, so it is now allowable by law. Off-street parking is to be determined by Planning Board, 100-112 A. Property survey doesn't show any type of drainage, 100-112 E. The property to the north (rear) abutts the railroad and property zoned 'A' Residential-Agricultural, and requires screening, 100-134 D 6. The west side may also require screening. Access to the State Highway will be required per 239K. No indications of outdoor sign locations (100-134 D 4) and outdoor lighting locations (100-134 D 3) were indicated. The building area meets set-back requirements for a business in the 'B' zone. VL:ec . . . "\ COUNTY OF SUFFOLK .~ 0\., ." " \'" ". ..." (Yo/, AUG 28 J984 PETER F. COHALAN SUFFOLK COUNTY EXECUTIVE SOIL AND WATER CONSERVATION DISTRICT August 27, 1984 STANLEY A. PAUZER DISTRICT MANAGER Mr. Bennett Orlowski, Jr., Chairman Southold Town Planning Board Main Road Southold, NY 11971 Dear Mr. Orlowski: In response to your report to review the site plan for a proposed car wash, I am forwarding to you a report prepared by Allan Connell, District Conserva_ tionist for the USDA, Soil Conservation Service. I am sure you will find this report useful in arriving at a decision on this project and if you have any questions or need any further information, please contact me. Sincerely, .~a~ Stanley A. Pauzer District Manager Attachment .l\~,,^ ^ f;A ~,"(ll' It,\'V''I. 127 EAST MAIN STREET RIVERHEAO. NEW YORK 1 1901 1516l727-2315 "j\v e,C,.. ~ ~ Q United States Department of Agriculture Soil Conservation Service 127 East Main Riverhead, NY Street 11901 August 27, 1984 Mr. Stanley A. Pauzer, District Manager Suffolk County Soil & Water Conservation District 127 East Main Street Riverhead, NY 11901 Dear Stan: An on-site visit to the proposed car wash site revealed the following: The soil appeared to be Berryland mucky sand (Bd). There may also be some Sudbury sandy loam (Su) present since the soil map indicates that the site falls between these two soil types. The profile of the test hole augered in the center of the property resembled Berryland mucky sand. The Berryland soil is found between areas of tidal marsh and better drained uplands. In this case Route 25 separates the tidal marsh from this wet area. This soil has approximately 10 inches of organic matter at the surface followed by a layer of black mucky sand. Below this are layers of sand that contain large accumulations of organic matter. A high water table is present at the surface or within 6 inches of the surface most of the year. During my investigation the water table was at a depth of approximately 18 inches. Due to a lack of a suitable outlet this property would be very difficult to drain. This would appear to be a major limitation to the proposed use due to the large volume of runoff created in a car wash operation. There would be no downward percolation of runoff into the soil profile as is the common practice due to the high water table condition. The vegetation and soil type are indicative of a wetland condition. The soil has severe limitations for construction due to its mucky nature. If I can be of further assistance, please let me know. ;Wl~ Allan S. Connell District Conservationist .t} The Soil Conservation Service is an agency of the Department of Agriculture SCS-AS-1 10-79 SUFFOLK COUN'l'Y, NfOW YORK "!flUer conc;i,Js of partly decomposed plant tibers. 'l'llB mrface layer is black mueley sand 1 inch thick. It is ;llderlain b:r a subsurface layer of grayish-broy,rn, loose and to a d"])th of 5 inches. The upper part of the sub- (IiI. to a dq)th of abollt 10 inches, consists or Vd'y dark ~Tayish-brO\vll. friablf' sand that contains large aceumula- ions of org:anic matter. The lower part of the subsoil fJllsists of brown to dade-brown loose sand to a depth of hnut ~() lrwhr.s and grayish-brown sand to n. depth of hollt. ~3() 111r110s. The suhstrat.um, to a depth of 52 inches, : light ()lin~-gTfLJr loose sand. Bl'JTylnnd soils have. a high water table, The water dll(> is at tlw snrfaee or within 6 inches of the surface io~t of tJw year. Permeability is rapid. If the water :lhlu is ]owf>I'rd by dr:dnngc, these soils have very low ',>aihlJlc moisture capaeity. These soils are strongly acid ') yery stTongly acid t.hroughout. Natural fertility is ~\Y. Hooting depth is limited mainly to tho upP~~r G to ~! jnchrs. - Heprcsentntlve profile of Berryland mucky sand, in a oodcd area, onc-fourt.h mile cast of the edge of the. vil- ',1rC of Sng l-Tnrbor Oll State Route 114; 200 yards north f ldghway: 01"-]0 to S incheR, dark rerldi:"1h-hrown (tiYR 3/4) loose leave::; nnd pnrtly decomposed organic matter. 02-8 inejJf's to 0, hlnck (5YR 2/1) decomposed organic mate- r.i.ul, heaVily mutted with roots; abruvt, ~mooth boundary. .'\1---0 to ] inch, black (10YR 2/1) mUCky sand; m::u;"lve; T'ery fria hIe; very strongly acid j abrupt, srnootlt boundary. A2---1 to fj inche8. grnyish.hrown (lOYR 5/2) sand j sirlgle t-;rrriI:; loose; a few roots j very strongly ncid; clear, smooth boUndary. E21h-5 to 10 inches, very dark graylsh.brown (IOYR 3/2) sand; nWRsive; friable j a few roots; very strongly acid; graduaL wavy boundary. D22-10 in :20 inchc:"1, brown to dark-brown (IOYR 4/3) sand j single grain; 1008('; a few roots; strongly ncid j gradual, ',".'!tvy boundary. B3-~o to 30 inches, grayish-brown (2.5Y 5/2) sand j single grain: loose; vl'ry strongly acid j gradual, wavy boundary. C--30 to G2 inches, light Olive-gray (5Y 6/2) sand; single gmin ; loose; strongly actd. The solum ranges from 28 to 40 inches in thiclme.o;s. It is dominantly sand. but ranges to loamy flwd ill places. '.rhe solum generall}' is free of coarse frugments, l:ut in old cban. nel bottoms, the B horizon lws as much as 15 percent Coarse fragments. Heaction rang<,-s from strongly ndd to vcry strongly add in tlle solum. The 0 horizon ranges from G to 16 inches in thickness. The Al horizon is dominnntly black (10YR 2/1 or N 2/0). T.he Al horizon is massive or the structure is weak granular. 'rbe A2 horizon ran~es from very dark gray (lOYR 3/1) to grnyisb hrown (IOYl{ G/2). It is mainly sand, hut ranges to loamy sand in places. The A2 llOrizon is domiua.ntly single grain, hut wllere the profile has a we~kly exprcBscd A2 hod. 20ll, it rnnges to massive. 'l'he B2Jh horizon ranges from dark reddish brown {5YR :l/2} to vpry dark brO\"vIl (JOYR 2/2). A chroma of 2 is domi~ nunt. 'I'exture ranges from sand to loamy sand. Consistence is friable or firm. The B22 horizon ranges from dark reddish hrowu (GYR 3/2) to brown to dark brown (lOYR 4/3). 'J'he B2:2 horizon is more stronrrJy developed where the fhctuation of the ground water level is greater. Tb.e lOwer Dart of tIle n horizon ranges from pule brown (10YR (j/3) to grayiSh brown (2.5Y 5/2). Texture is sand or loamy f;and. In places this horizon contains COar::;e mottles that have n chroma of m.ore than 2. The C horizon g-enerally ranges 'from olive gray (GY 5/2) to pale brown (10YR 6/3), but in u few places wh::re organic 63 (' t!uinlng has penetrnted deep Jnto the profile" value Is as low 'tiS a. Texture ranges from sand to grayclly ~mnd in this horf. ::Oll. Berry land Salls are near Atsion soils. Der-ryland soils are fjimHar to these salls, but they have a thicker organic sur- hce horizon and II higher perennial water table.. They are al~o nc>ar Walpole and Wareham soils, \,.blcb are IJetter drained find finer textnred, hut whieh lack n B horizon that has an accumulation of humus. Berryland mucky sand (Bdl.-This is the only Berrv- Iond soil mapped in the county. This wet soil is through- out the county along the margins of tidal marshes. ponds, creeks, and streams. Areas of this soil generally arc small and round or long and narrow, Included with this soil in mapping arc ~man areas of Muck and of Atsion and -Wareham soils. Also included arc a few small areas of finer textured soils that are verv poorly drained. Some of these included soils, esperia]])- along- Carmans River and Connetqllot, HiveI', do not, lw"vo- a well. defined gray subsurfnee layClL" and subsoil tllut have a large accumulation o:f humus. Also included along the Peconic River arc very poorl.r' drained cran- berry bogs that are essentially Be_rryland soils that have had sand spread on the surface. Tho hazard of erosion is slight on this Herryland soil. The vcry high ,vater table in this soil sev('ret~: limits it. for hath fann and nonfarm UseR. A lack of SUitable outlets JIlHkcs this soil very diliiclIlt to drain. ~loSL al'pas calt Iw used as habitat for SOIne types of wildlife. None of this soil has been cleared. l\iost areas are in hrush or trees, except along the shore in the southwest- ern part of the county, where small are:.~s have been filled to provide sites for homes. Only one commerl'ial cn.1.ubcrry bog is in operation. The other bogs have been allowed to revert to their original condition and arc growing up in water-tolerant grasses and shrubs. Capa- bjlity unit Vw-l; woodbnd suitability group 5w2. Bridgehampton Series The Bridgehampton series consists of deep, well dmined to moderately well drained, medium-textured soils that formed in thiek silty deposits over coarse sand and gravel. Bridgehampton soils are only on the south fork of the county in an area extending eastward from the village of Sonthampton to Amagllnsett. These soils gOJl{~ral1y are nearly level to gently sloping and are mainly on flat outwash plains, but a small area of these soils is near ~font.a.uk on uneven moraines, and slope is as nmch as 12 percent. In a representative profile the surface layer is dark- brown silt loam 11 inches thick. The upper part of the subsoil, to a depth of about 23 inches, is yelJo\vish-brown and light olive-brown, friable silt loam. Below, t.o a depth of about 34 inches, is friable, olive silt loam that contains grayish-bl"own and yellowish-bro\vJl mottl<'s. The lower part of the subsoil, to a depth of 55 inches, is strong-brown, friable silt loam and very fine sandy loam that contains yellowish.bl'own and olive-gray streaks. The substratum is yellowish-red to yellowish-brown loose sand and gravel to a depth of 80 inches. Bridgehampton soils have a high available moisture capacity. Natural fertility is low, but crops respond well to applications of lime and fertilizer. Roaction is strongly acid to very strongly acid in the solum and I , , I I , I I I r I t r I , I , f L 86 The hnzard of erosion is sJigJ]t to moderate on this S('io soil. The main concern of management is control- ling- runoff and (,fasion. This soil generally is wet enr1y in spring~ Dnd it warms up Jate. Consequently, tillage gl'llpraIlv is ch-:-layed. This s'oil is well snit.ed to all crops commonly groWIl in the county. 11 is I11ninly in trees or brush. Small areas are' used .i'or grass or CI:OpS. Most areas that are used for ('rops are on the moraine near Wading River. Because ill(' compact tiJJ in this soil is somewhat difficult to exea- n1/"('. irs lISC fol' engineering works is more costly than it is for the 8[111(1\. substratum Seio soils. Inasmuch as the tin is 1"\"(,11 ~T[Hl('d and contains sufIlcicnt fines, it is suita- hk for uso as road fill and as binder material in other ('otlstrUrl ion wOJ'k. Capability unit lIe-I; woodland suitahility gronp ;{o1. Scio silt loam, sandy substratum, 0 to 2 percent slopes ISdAI.-'1'his nearly level soil is in small, low-lying \\'pt :II'(l~!" within large units of I-Iaven soils or in Iow- i\'illg a 1'(':1,'-" u011\,('('n poorly drained to somewhat poorly dClill('d HaynlW])j soils and adjacent well-drained Jlaven soils. It is thl'ougllOut the county but generally is 011 out- wash plains. The profile of t his soil is similar to the proJile of tlw soil desct'ib(\d as representative of t,he series, except that it, oyprlips 1008(' sand and gravel and the texture of its slll'facp lnY0r and subsoil ranges from silt loam to loam. Included with this Scio soil in mapping are small :II'('a8 of 'slldbllry snndy loam and 1-ValpoJe sandy loam. Also lllclu(1c-'d n1'(\ small arcas of IIaven loam, thICk 8Ur- fa('(. I:-tvpr, tlJnl has a mottled snbsoil. Th(" hn%ard of erosion is sligllt. Because of wetness, This soi11yarHls slowly in spring and cannot be plowed as e:!rh. as '"pll-drained soils. Tjli~ soil is wp/J snited t.o all crops commonly grown in thp (,Ollllty. ex('(\pt Whell it occurs in depressional areas Olat :ll'(~ Ji1>('1\' 10 r('('(~ive excessive surface wat.er from IIP:Il'hy ~IoJling :ll'("'as. A large part. of this,soil is elearerl arid is lls('d ,ril11 lnrg-c tracts of .Haven' soiJs for pota- t!/rs. cauliflowe1'. onions, ana otlwT truck crops. It is ;d~o llsrd for sod. In the westcrn part of the eounty, this sniJ is IIspd wit 11 ot h('l' soils fiS sites for housing develop- Il1i'l1tS. (1,lpability ullit 1Iw-1; woodland suit.ability uJ'Onp ;101. Scio silt loam. sandy substratum, 2 to 6 percent slopes (SdBi.--This soil is throughont the county on 11\'ll':\II1('S ,IlHI 01l1W:18h plains. It. is on gentle side slopes of d"JWPsslons or in nreas between well-drained Haven so;1s and 100Y('1' lying arcas of somewhat poorly drained sods. Arras of this mapping unit are small, and they III:ll;:t' 1lJ> a \'pI'Y small part of tho total acreage of the I'Ollll1y. 'I'll:' profik of This soil is similar to the profile of the soil dl's(,J'ibpd ns reprpscmt.at.ivc of the series, except that il ')\'('rli('s loose sand nnd gravel and its subsoil is silt joam or loanL III('Jl!ded with this soil in mapping are small aren.s of adj:H'('nt lfayen soils on higher elevations. Also included art' wd spots of 'Valpole soils. These soils are indicated OIl th(' detailed map by t.he conventional symbol for a wet, spot, '1']10 hnzanl of erosion is moderate to slight. on this Scio soil. If it is used for erops, measures are needed to help to control erosion. . SOIL SURVEY This soil is wrll suited to all crops commonly gro\, t.]w county. Much or this soil is cleared and is used 1nT[~C tr:1cts of Have:n soils for potatoes and other t crop:.>. ..Arens of this soil and areas of adjoining b drained soils are used for honsing developments. C bility unit lIe-I; woodland suitability group 301. SUdbury Se1ie~ The Sudbury series consists of deep~ moderately drained, moderately coarse textured soils that :former a mantle, of fine sandy loam or sandy Imnn over co! sand and gravel. Tlleso soils are throughout the cou on outwnsh plains and moraines. They generany arc low-lying arcas between somewhat poorly drained : poorly drained 1Valpole soils and wen-drained Ri, head saits. Slopes rllH,q:e from 0 to 3 percent, and slo arc concave in many places. In a representative profile: a thin layer of leaf lih twigs, fwd d(~COmp08pd organic matter about 2 inc thick is on the surface in wooded areas. Below this n is a SHl'Tnce laver of dark-gr:JN sandy loam. In cult-ivai arc~s the sl1rf~ce Inyel' is mix'ed with material or~gina in the upper part of the subsoil, forming a dar'k .g-I'ayi~ brown plow layer of sandy loam about 9 inches thick. 1 sllbsoil extr:uds to a depth of abollt 24- inches. It. is friab light olive-hrown sandy loam that is distinctly mottl below It dept.h of about 13 inch"s. The snbslratllm to depth of 21 inches is mottled, friable, olive loam.v san TllO nr.xt, layer is grayish-brolvn, vpry friable loamy sar to a depth of ahont 36 inches. Below t.his, to a dept.h , about 51 inches, it is loose, pale-brown stratified sand ar gravel. This solI has moderate to high available moist.m eapncity. The depth of the water table ranges from IS I 24. inchC'R in wet periods; hO'i'irpvcl', in some dr,v pcnod: it is below 30 inches. PprmeabiJitv is moderate to mocl(,l a.tely rapid in the sllr:fnce layer fl'nd subsoil and rapid i. the subst.rat.um. Natural :fertility is low. Reaction 1 st.rongly lleid or very strong-I."\.' acid t,hroughout. Crop responci fairly well t.o applications of lime and fertilize! The root, %01W is in t.he upper 24 to :W inches. Rcprps~ntnJ.ive profile of Slldbury sandy loam, in [ ,vooded arf'fl, one-fonrth mil(' ]']orth of lTallppall,g('-K(Is Con set Hond, C.R. 85 alld ollc-half mile Wf'sl of Terl'." Hoad: 01-2 iO('h03 to 1 inch, loose leave;;; und twigs. 02---1 inch to 0, dccomposf'd organic matter. A2-0 to 1. inell, dnrk-gray (!OYH 4/1) sand.v loam: \Vf'<1k, finn, granular structure; vcry friable; man.\' tinp roots; strongly acid; c-'enr, smooth houndary. B21-1 to 13 inches, light olh'~browIl (2.5Y 5/4) f;an(]y loam; Q few, fiue, faint, ~n'lJowish.brown mottlp;:;; weak, coarse, subunguIal' hlot'ky structure; friahIp; many fine roots; strongI:v acid; dear, smooth uouLHI- ary. B22-13 to 24 inches, light Oli1!e-brown (2.5Y 0/4) .<:andy lonm; a few, fine, distinct, strong-brown, and It ff'\\', me'Hum, distinct, light b:rownish-gray mottl('s; Weak. COf!J'f,f", r;uhangular bIoeky structure; friable; a ft!w roots; strongly acid; clear, smooth boundary. 1101-24 to Rl inches, olive (5Y 5/3) loamy sand; c.ommoll, medium, distinct, strollt::"-hrowll mottles and COmm01l. medium, faint, o]jye-gray mottles; massive; frinhh" a f':,'w I'Oots; strongly add; clear. smovth boundary. II02--31 1:0 30 inches, graYisb-brown (2.5Y 5/2) loamy sanrI: mns"ive; very friable; a few roots; strongly acid; clear, smooth boundary. - -- r::,",(:Ti';:'0~J-:-\. CC7;"-;'T":r, NE"';"T YO~3:. S7 IlIC3-36 to 51 inches, pale-brown (lOYR 0/31 t.j nun d :~" d and gravel; siugle grain; luose;: :1.r(( It lil (~ gra vel; strongly acid. The solum ran~es from 20 to 40 inches in t1 '(~";:V"S. D>rrl:h to underlying Hand and gravel ranges from ~JJ I:) <0 iIl{ IJ('fL 'l'he content of coarse fragments range.'] from 0 t<) :t') j;!'l\::Vjt in the solum and from 10 to 35 percent in Liw H IHl rallHr,. Reaction rUIlg"es from strongly acid. to vcrs f:n()l!{ly :w:~J throughout. 'l'extnrc ranges from tine sandy )OEll to Hauliy lo:~m in all Ilorlzons of the solum excelli in 1i;{~ n~ 11{jl'L~o,rl. Texture in the substratum is COa1'8e sal~d, h:nlJ 1;;1 'ld, (1-:' stratified sa no and gravel. '['he A1 horizo:l ranges from very dark browIl (WVlt 2/2) 10 brown or dnrl{ brown (lOYR 4/3), StrnctuO:2 !~UjiW,:i fl'Olll weak to JJlo(krnt(', fine, granular, COW:;iKtpll('(' i:; 1';']"/11,, OJ' v{'J'y frinhif'. In ('ultivnf('ll areas an Ap horizon runges L'om brOIVll or dal'k hruwn (lOYH "1/3) to dark grayish Lrowil (lO~{H 4/2) It. ran.L':('~ frOlli 8 to 10 ine!)('s ill thicknes.'1, 'J'lJe -A~ horizon rang'E'S from dark gray (lOYIl1/1) II) gray (lOYH. :)/1). ;-;rrl.Jt'Jurp rangeI': fnllll \Yl'ak to IBod.)!"al". tiUE' grnnu]llr. Consistenr:e is very fMalJle or friable. In pIllc( ,'j t.b~ 1\2 horizQf1 ]111:, 11 \'('l'Y thin brown to dark-lnO\vH ('1.GYH 4/4) iJorizOllllJat: ('old:nius an u('culIIulatioll of iron l"wd JULlllS 'l'lw B21 horizon rnnges from ;relloy,rh:h browIl (lOYH G/l)) in light olive browll (2.GY 5/4). The .l:;2~~ l:oJ'.i.~(jn r.Uig(;,'j from ~'elJo"dsh broWIl (10YH 5/4) to olive (GY fi/4) , lJi;,Lind browllish and J~ra.rish mottles arc llre::::<:nt at u dl.'~;~h of ]5 to It; iudlC'S. The B horizon is nwssive and has wl'ak, ('cau,,', suL- fJng-u]ur blocky stJ'1wtur~. C01J:~ist(,!l('e i8 friHble or very fl-j,dJle, The thin, traw;i1ional loamy sund (11 and (;:2 horizons are grayish brown (2.(jY 5/2) to olive (5Y 5/3). 'l~hl~Y ure lllas- I~ive or single grain, Consistence r:lngi.:3 fl'ODl friable to loo.oe, Till' lower Jlart. of ihe C horizon ralJges frum IJale lH'OWH (lOYH 6/3) to gray (lOYR 5/1). 'l'hey ~lre single gIain. Con- sjslf!11ce is JOOSt'. :-ludblll'Y soiJ.~ nre slightly more olive in the upper part of the n horizon Ihan the uefined range for the series. This dif- f('renel' dOES not alter their usefulness or behavior. Sudllllry soi]:..; are associated witb niverhead, Seio, llnd Walpo]{' soils. ~uduury soils are similar to these soils, uut Hin:>rlJe:ld soil!': lack the seasonal l1igh \\'ater table ntul the distinet motUI$ in the B horizon of Sudbury soils. They are similar to Seio soilf:; in drainage, but they lJave u sandier solum. \ValJloJp soils are not so \vell drained as Sudbury soils, and they :ue gray(>r throughout tbe !SolUm. - Sudbury sandy loam (Sul.-This is the only Sudbury soil mapp(:u ill tlw count.y. TIlis lwarly level .soil is bChveen areas of more poorly drained soils and adjoin- ing ,veIl-drained soils of the Rivcrhead series. In a few places this soil is in the bottom of c10Si~d deprc;Jsioll,s in large tl'ucts of Hin:rhead sandy Joams. Aiost areas are small. hwlllded ,,,it.h this soil in mapping are small areas of Walpo]e soils in wet spots and of well-drained Hiver- head soils on ltjg-her elevations. Gently sloping, moder- atelv well drained sandy loams are also incllloed, Tiw hazard of erosi;n is slight on this Sudbury soil. If fliP inrluded wet. nreas arc cnltivated. artificial drain- agcl, is 1lC'(lded. Becallse of wetness. this soil warms slowly in spring and eannot hp plowed ns early as well-drained soils. In deprpssional areas t.his soil ponds in ,vinter, und winter crops am damaged. This soil is well suited to all crops commonly OTOWll in the C'OllJlty-. The only areas that have been clc~Ted for farming. (l'rC' spot-s is~1ated in large tl'aets of well~drained .c;oils. }\Jost Jar:2'p arcas that. are next. to sons where drnin- ~!f-~t' i~ r~()(~r tire wooded, This soil is used for building ~lj('S 1:F It: IS part. of a larger development area, Capabil- It.y Illllt 1 J w-1 ; ,,,oodland ~uitabiIity gronp 301. -..,. '~ .'" .... ..;,.-. 'T'iIJd rH:WGh Tidal marsh {Tm} is made up of wet arcas t.hnt an~ throu!:hollt the eounty arOlmd the borders of caluH'1' rmbayrnellfs :md tidal creeks. These level an'aH n ro not inull(lrJed by daily tide flow, IHlt. the',y alT, sl,hj('('~ 10 flooding during' abnormally high moon or storm t I(/('S. r~I:'he areas range from about 2 to several hundrpd acre'S. Tidal marsh has an organic mat on the slll'facl' that ranges from a few inches to sen~ral feet in t hic!nH's'<-;. 'I'he OJ.gaJlic mat overlies pale-gray or whitt' S:llld. III Illany places the profile of the man:;h is made lip of ~d((lr- l1ating layers of sand and org-:mic material as a 1'1'::1111, of' s:tnd deposited OIl t.he organic, rnat during abllOrlllttll.y high storm tides. Ineluded wit.h this land t.ypo in mapping an', al'(';l$ of tidal marsh that. adjoin dunes. Sand that blows frolll j II(' dlln<'s covers tlH'se areas. In many of t.hE's!' pln('(',~, the dunes have completely encircled t.he marsh, nl1d j he marsh is no 10ngeJ' directly connpcted to a body 0 r sa 11 watcr. These very poorly drained areas are not suited 10 any kind of farming. They are best suited to use as }wbitaL for certain t.ypes of wildlife. Capability unit VIJ"'-~I; woodland suitability gronp not assignc(1. Urban Land lJrbnn J:-~nd fUr) consists of areas that. are moT'(' thall 80 percent' ~aYeI'-ed by buildings and pavements. EXflmpl('~ are parking- lots, business districts cl>f lal'g-er \.illnges, :lnd densely developed industrial parks. Examination and identiGcation of the soils in these areas are impract ic:! L Capability unit not assigned; woodland suitahilit.y grOllp not assigned. Wallington Series 'rhe "\Vallington sl'ries consists of doe,p, somewhat, poorly orained, medium-textuI'e'u soils that. lw\rp a fragl- pan at a depth of 18 to 2c1 inches. They formed in a mantIe of silty material over thick deposits of moder- ately coarse textured or eoarsp textured matt'r'ial, Thpse soils arc in flw 1\fontauk Point, an'u. of the l'Ollllt \. and ilre in lmv-lying- urcas along- drainagewa.:rs and 11(':1']' per- ('Hnial ponds. Slopes are 0 t.o !) pe'l'ecnt. Natln> n';2'I>tn- tion consists of shadbush, blueherry, and alder. In a rppI'('~;pnt.at.ive profile of a till :'-111bstl'atlltll ph:ISP.;1 thin layer of lean's and ol't:!anic mnU(lf' is on tfj(l sl:t'f,l/'(' in \"ooded areas. Below this la\'or is a 81l1'[;](,(' 1:1 \'('1' o/' very dark ,.!.!THV silt loam abo"ll :? )111'fw,", j hick 1"\('1' n snbsltrface Ja:r(_'-l' of grayish-hrown to light hro\\ II i~h- g-ra.y silt 10n111 t.hat. has a few di:'-1tilld Ill()ttl('~. 'I'll" ,''';l1h- surfnce laypr extends to a depth of allout 10 illrJl('~, 'I'll(' upper part of the snbsoil, to a depth of about L<;;'; i]wIH':-:. is mottled, grayish-brown, fl'inhlf'. silt Joan!. TIll' )0\\('1' part. of the subsoil, to a dl~pth of :W illchps. is lllllttl{.(1 light olive-brown silt loam that lnakes up <I {inn and brittle fru{.!:'ipan. The Sl1bstratmn to a dl'pth of 17 il]('IH'~ is mottled gray to lig-ht-gray, friahle :",ilt, loam. He!o\\'1 to n. de.pth of nhollt (i0 inrhcs, till'. ~lJh~t.r:ltllnl ('oll.--.:i:;/,--,: of fir'm. st.rong-brown fine snndv ]Oillll .!.d:1cial jill. "\Vallington soils have a 'hip:h \~'aj('r J-ah/(' wil!lio fi inches of the surface during wet, prrioc1."1 but. it drops to .-"'"'->C"'-'~ ....".. . ""'WI' .....__.--,~, . Southold, N. Y. 11971 (516) 765-1938 August 7, 1984 Mr. Stan Pauzer US Department of Agriculture Soil and Conservation Service Riverhead, NY 11901 Dear Mr. Pauzer: Enclosed is a copy of a site plan for a car wash, which is a proposal before the Planning Board for approval. Also enclosed is a copy of a tax map of the area. Would you please review the site and report to us your findings. FollOwing a field inspection by the Town Planner, we are concerned with the possibility or a wetlands area, as well as, the feasibility of the proposal. Thank you for your assistance in this matter. Very truly yours, enc. BENNETT ORLOWSKI, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD D-tA---^----CCt: O~Uo~> L, (l By Diane M. SChultze, SecretaryfC- 'ci'14 NEW YOIlK STATE DEP.....lri' OF_E~mr.OmlENTAL COllSERVAT. Regulatory Affairs Unit ______. . Bldg. 40, SUliY--RoolII 21.9---- ...---- Stony Il:rook.. NY '11794 _ .-...-" ' (516) 751-7900 ../V,:flfllVrn ~. rpR IC~ Je. J. ):).7 )8</ ~ 2.8 t-l<.bNT S-+REE, 0 \ R J d -I-oR 382. W~l S Of.) Corp GreEuf'o'.<.II N,e...J 11l"K. ~~_~fOe/"~ c ~ ~lS2. LJ-el\5 ROA1l Corp AI ARShAtnCmA'i'U~ Dear '0\ R.. ?r-ic...-e I . .Areviewhasbeenmadeofyour!'roposal.to: C.Q~Trv~\ A- bu;\cl~.,,)' . O~ '&0-.,& propH-4-1 ll:lekl.l,..I{2.ecO A<.::. SCT~ IOOO,S"{'/II~"""'d3 Locatioti: 1Jc..~ o-C:' Yl\ I\~ ~ Roll t1. So~+Q.. <> ~ k .T. R. f2. A R.s hA n--. 0 m A- 'l ",e. lOw...:! oC S:..AR..1 J I C<>,,),...)~ 0 ~ S'.)(:~<..lll<. New York State Department of Environmental Conservation has found the )(' parcel project to be: XGreater than 300 I from inventoried tidal wetlands. ~ Landward of a substantial man-made structure m AI~ K 0 A d greater than 100' in lenp,th constructed prior to September 20, 19J7. Landward of 10' contour elevation above mean sea level on a gradual, nat- ural slope. Landward of topographical crest of bluff, cliff or dune in excess of 10 feet in elevation above mean sea level. Therefore, no permit under Article 25 (Tidal Wetlands of the Environmental Conservation Law) is required at this time since the current proposal is beyond State mandated jurisdiction purSuant to this act. However, any additional work or modifications to the project may require a permit. It is your responsibility to notify this Office, in Writing, if such additional work of modifications are contemplated. '-.. " Very truly yours, ~j. ~R.. Daniel J. Larkin Regional Supervisor of Regulatory Affairs .- ~. "" .",.",.,.._- . . Southold, N.Y. 11971 (516) 765-1938 July 11, ]984 Mr. Lawrence Tuthill 1215 Inlet Lane Greenport, NY 11944 Re: 382 Wells Road Corp. site plan at Arshamomaque (lOOO-56~4-3 & 2) Dear Mr. Tuthill: It was the consensus of the Planning Board at the July 9,1984 meeting to request that you make an inspection of the above mentioned site, which is a proposal for a car wash. The Planning Board requests that following your site visit, you report to the Board your comments and/or recommendations. Enclosed is a copy of the survey for this proposal. If you have any questions, please don't hesitate to contact our office. Thank~you for your assistance. Very truly. yours, BENNETT ORLOWSKI,JR., CHAIRMAN SOUTH OLD TOWN PLANNING BOARD By Diane M. Schultze, Secretary enc. . . tL. 765-1802 - TOWN OF SOUTHOLO OFFICE OF BUILDING INSPECfOR P.O. BOX 728 TOWN HALL SOUTHOLD, N.Y. 11971 DATE: June 18, 1984 TO: Planning Board Members .~ . d . d" al.~ V1ctor Lessar , Execut1ve A m1n1strat ~ Certification of Site P1an--382 Wells Road Corp. FROM: SUBJECT: Property is located in zone 'B' Light Industrial. The property was purchased on erroneous advice of the Building Inspector, so it is now allowable by law. Off-street parking is to be determined by Planning Board, 100-112 A. Property survey doesn't show any type of drainage, 100-112 E. The property to the north (rear) abutts the railroad and property zoned 'A' Residential-Agricultural, and requires screening, 100-134 D 6. The west side may also require screening. Access to the State Highway will be required per 239K. No indications of outdoor sign locations (100-134 D 4) and outdoor lighting locations (100-134 D 3) were indicated. The building area meets set-back requirements for a business in the 'B' zone. VL:ec . tL. 765-1802 TOWN OF SOUTHOLD OFFICE OF BUILDING INSPECTOR P.O. BOX 728 TOWN HALL SOUfHOLD, N.Y. 11971 DATE: May 22, 1984 TO: Planning Board -( Lessa~~ FROM: Executive Administrator Victor SUBJECT: Certification of 382 Wells Road Corp. Before certification of this project can be considered, the applicant would have to do the following: this type of project is not permitted in a B Zone, therefore a Special Exception would have to be granted by the Zoning Board of Appeals. This would have to be applied for after a Disapproval is issued by the Building Dept. A copy of this memorandum will be sent to the applicant. ~ 'S \ 2'-/8tl . . T Southold. N. Y. 11971 (516) 765-1938 April 10, 1984 Mr. Robert Ringold We 11s Road Peconic, NY 11958 Re: 382 Wells Road Corp. Site Plan Dear Mr. Ringold: Please let this confirm the action of the Planning Board at the regular meeting of April 9, 1984. RESOLVED that the Southold Town Planning Board refer the site plan "382 Wells Road Corp" for the construction of a car wash at Southold to the Building Inspector for certification. The Southold Town Planning Board will make a field inspection of the proposed site plan. Please forward three (3) maps and upon receipt of these will make our referral to the Building Department. If you have any questions, please contact the office. Very truly yours, HENRY E. RAYNOR, JR., CHAIRMAN SOUTHOLD TOWN PLANNING BOARD N~ F. q:>Ch,n.'Y'I J C\A..~ By Dian~M. schul~~ seclktary cc: BUilding Department J' ~ j ~ 0)-" I() ~\~\ .. . . IRVING L. PRIGE, JR. ATTORNEY AT LAW 828 FRONT STREET GREENPORT, L. I.. N. Y. 11944 FEB 06 1984 (l'ue) 477-1016 February 3, 1984 Planning Board Town of Southold Main Road Southold, New York 11971 Re: 382 Wells Road Corp. Gentlemen: In accordance with your letter of February 1, 1984, I enclose herewith six (6) sketches of the proposed site plan. Also enclosed please find check in the amount of $50.00. If you have any questions, please do not hesitate to contact me. Please inform me of the date and time of the pre-submission conference. Very truly yours, ~z~~~ ILP:kk Enclosures . . LD Southold, N.Y. 11971 HENRY E. RAYNOR, Jr., Ch4i'T1IQ" JAMES WALL BENNETT ORLOWSKI, Je. GEORGE RlTCHlE LATHAM, Jr. WILUAM F. MULLEN, Jr. TELEPHONE 765. 1938 February 1, 1984 William H. Price, Jr. Attorney at Law 828 Front Street Greenport, NY 11944 Re: 382 Wells Road Corp. at Arshamomaque Dear Mr. Price: Enclosed are the sketches you submitted for the above mentioned site plan. Please re-submit these to comply with Section 100-134 and 100-135 under Article 13 of the Southold Town Code. We will then schedule this for a pre-submission conference at the next available meeting. Please note, also, the fee for a site plan has been increased to $50. as of November, 1983. If you have any questions, please contact this office. Very truly yours, HENRY E. SOUTHOLD ~~ By DiaU RAYNOR, JR., CHAIRMAN TWON PLANNING Bom E Gi / d i1--0. M. SC~C tary enc. J . UM' 2 0 19B- 1#/4am Jf.' gj.'ce. cft.. ATTORNEY AT LAW 828 FRONT STREET GREENPORT. N.Y. 11944 Phone (516) 477-1016 January 20, 1984 Planning Board Town of Southold Main Road Southold, New York 11971 Re: 382 Wells Road Corp. Premises at Main Road Arshamomaque Gentlemen: Enclosed herewith please find sketches of proposed site plan of the subject premises. Please schedule this for a pre-submission conference and advise me of the date and time of same. If you have any questions, please do not hesitate to contact me. Very truly yours, ~-~ ~..' -~ // ... / ~ ~/ /. ';' William H. Price, Jr. WHP:kk Enclosures 82 .. lail.::! OOO!; 000 oz:t ele:JS o oao '[ OOOl 000 E 000 v 000 9 t--I t--I ! . .J I- \I) 'J;: VI L!l I 0: ~ w "-l c:l C?; ::;: t<l U ::J 2 :t: () r- W w tI) III W ;t J: en' \:> It 0<: 0: 0 >- 3: w' 2 ~'- 2 ::J' 0 U 0<: ...J 0 "- "- ::J en am", 1 o 'h ~ 'h . (118/ JaMOI SU!O() . t ~ ~ o ~ . N J.33J OOO!;l'f .E .... ';;o"oz PURISll"'''l 'W"ls..\. il'IU'pJOOO ~,oA "'''N iI~l UO pHlq pUR "1'W!~oJd<l1! "" S~'1l pIJlljOO,-OOO'<; JO o"OIIISOd -A'ld.JI(>104<l,IIJ'" Ol61 wo" anqoj04d 'UO'IIIS lUilwIJa,b3 """111'1'''8'", AllSJ9~IUn 11""'00 i41 pUR '''3'~J''S UO'l'MJ~UOO I'''S .;un\lnolJll.... JO lU9wladaa SOIj"IS p~,un "'-II Aq A.,^,ns I'os . JO pld n l'L61 II' p;l1'dwoo I'" .. 10 auo.! dew "41 ,ON )l<JOA M3N 'A1NnO::J )l,Ooons W d \ ~ \ ~--- ~~- ----' -- ~/ '_ll>Jf __ l~." ,. ~"":Jjf<~"Wt:~7,,~Z\~~,_ r~'1':'~~[fn;:~.~.-""r*"J'."'_;"~~fr)f"?":r'!t~~"'::'\~0~_ ~~:;:~:~1~:':~fft:;:i--'!:~ 'i::::;'~;~~~;':;~:::ci'-~~~~ft;*'It~~fT'~f,;t'~-I~~-';__-;"'f\~."';-~,>:-,~--',:1"':"":8"~c?~:" -: ",", _-",:'.~;7,,___,_,;\__;',(t_ -., -'", ___~'_ "_, " _, _ _ _ _ _,' _ _ _ ~. O"",'I'<"*'\'.'~"""~;,..""'f""'~~G."_.,."",."""-,,,,"'''''_=,~". ._ .~ u. .000ca IStAWO f.! iU-11...J<.O.AD @ QlE5fDENCE ~ , .~ w..~ i it. I /~ I i ( "i) \' If& _f \t .!afr,--L t I · L-v-_" ~. I. . ..4' <( :> - -~ l, / -W.""t ./ 'ltC- .- 1'd1',U.,l 4.6 --- .----+..- -' . 1'1. ~"'--- __-' " ~a_:::...;....--" - _~__~.. ..f IO_,_..~- .- .- --.--..- -----.. ..~-- ,~,_. '.. .... ..... .-. . l~~. ..~... '~'. '. . m...................qIf.. G.t.~...~.. ..D..'Ri.' ...~...~.._.F"~c;> ~~.~~<<S~~~p- .; - ~ . .~..~;~',.~n8..~~t..$.:,~. ~ ':ilJ . . . L. .. MAP .OF PRQPERTY SUftYeyEO f'O~ 382 wELLS ROAD cor~~ ) j -'" -~ ........ \ I t - .-, i'~l -$I ~ . i ~.,............_----.__.-..-... AT - Al:aSH~~.. I,"" ~. TOWN OfSQUnolOl..,.Q, N,"(. " . CENED raY "1\ RE l.tl'.'I"0 rr:,l,j Sl\1ffi\\\U} \Utl~ P\J\\\h"'U u-"" FiB 1 0 1 DAle MA>P PlMfNI?-ftq. pe~,7J..19.aAi.FEe: 10,1'784 . ~I< V~TUYL. .c. LlCtHSEO LAND YnQR5 GlfEENI'ORT HeW YORK SUFFOLK CO. H TH DEPT.APf'ROVAL H.S. NO. STATEMENT OF INTENT THE WATER SUPl"L Y AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDENCE WILL CONFORM TO THE STANDARDS OF THE SUFFOLK CO DEPT. OF HEALTH SER,VICES. (SI APPLICANT SUFFOLK COUNTY DEPT. OF HEALTH SERV ICE S - FOR APPROVAL OF CONSTRUCTION ONL Y DATE: H. S. REF. NO.: APPROVED: SUFFOLK CO. TAX MAP DESIGNATION: DIST. SECT. BLOCK PCL. 1000 56 4 2~3 OWN€RS ADDItESS: ~eE~T e./NGOhQ. W\!l::.~.~ ..I;lQ.~ Pl:"'I:ON ~~'-'k '!'.J!.2?'!;l ~~.16~_'Z~~S DEED: L:' . 6- TE BOGGY MIl<. -.----... i SANa,' 1-lAR.OP.A.N It!! IKIS SUIYEY IS A YIOlATION Of Eno,.,. 720f Of THE HEW YOII STAn I(IJD_ lAW. C:OJ!tE$ Of THIS SUlyn MAl I'IOT .....1.... ~.E I,AN).SUlYEYOrS INKED SfAL OR ~ SEAt. SHAU NOT II C~lMkIO lQ JI A YALID TRUE COIY. GUARANTEES INDICATED HEREON SHALL IUN ONLY TO THE PERSON fOR WHOM THl SUlVH IS PREPARED. AND ON HIS 8fHALf TO JHf nru COMPANY, aOYERI4Mf.NTAL 4GfNCl ~ JaI)1HG lNSTlTUnON LISTED l'iUE()f\I.. "HO lO JIft ASSIGNEES OF THE lENDING INS", IImOtII GUAlANIIES ARI NOT TRANSfEiA8V m ;\IlDmONAL llol'<,T:':",,'" 'N~ (if "I.'IlSfQ,-;f~ - SEAL <'~i 'if. _,",I *' - ,. .,-to":< \ e; I' f\e~.';;Jt/ (~"i Jd... '. ...... ,>y \ . 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"c4'_ ji.g.lg~+~,,"j,-., ""f , ?Si ,i~~,~lwiJS!!;l Jer:S/'l \l}64; FE"". lO, I(Jf:l4; ---.......- "-~~,"'--"~"-' --,,~:,...I-,. ," - ,'MAl4tH. 19S4 : AUG. l~, 19Qtl 'i"m'~'''~__'~__''~ -...;---"=-~=,--==~-,,,~.,,---- ------;- If, f. " l " -,' to <~; " T ,)1- ';'f t-:"' r \"-;')\ -: r f;' ,.;. t I:, , 't J -; ,. ~ .J!.';l >1t- "L,(-fi},iti'd< .~'~ ~: y S .;'fflo.~1' F' ,~" v' :~\)t.,jrt)F~..', , .. '" , ; 5UFF~)1."', .;fP1 ':H is I ._~____" __~__,_ APPt I:-:_A~.;r 1 ~ ) . J , .+---0.-, SUFFOl.Y (cur-,J r y Dl:pr C:i- '11 A: '4f SERVICES FC,R r,PPP(J\i4L" .--f CONSTRUCTION ONL. Y ! DATE __"'_'_"_>>_ ;"." , ._____,,.._.....__,._. H. S REF NO ',__"" "_,,,,_ ,...>> ! APPROVED -~_,,~__ -.--+-.--i-.._ ~ ......-----.- SUFFOU< DIST CO fAX SE," [ '\~AP' [)E.SiGN".lfri')N BLO< K "'(~', l .. ~OWNEFcS ADQRESS I I ..: -.: :).... DEED L.l~:} TEST HOl! ..-- p I, SlfMP ~Olb!W ...iir.~jii,JN ~ AIilOUR:aI I.Q BUS SUlYJi,Y is' A VIOLATION 01 --- j IR!TION 7209 Of; THE Nf\'1 YO!'ll( STAn ! lP~lJO.N LA~., '~fS Of THIS ,sU:l.vn ~ I'COl iIlIWir!Kl: Uii LAND SU~\!-~V-T"-'-S !rJr~ a~At. OR t,t',;.CSSfO 5t).,~ 'SHAL~ r:Ol Ui COt<'SIDDm Ito, ~f A VAU/)'Tf:'':i: ":::"f'':', r;;,!,J.,"I.l.foWTUS Ur)KAJ~j f!aroN SHAll RUN t)iiLY TO m~ rmQ"i !(J? WHOM THi _~E': Oil m~Ailft:,'J.1"[l ON klS 1ii!"....11 TO lIHf i ttlU: cowiNY, GOVfl!~WrAL ~_ 4-Ht;: (INOl)IG I PWTIO"'_-L1STfO 11~'iAtC:l . CO lHI fES Of 1m LfNOI~ ~1- I 1Ul10W0l ' ARE NOT ~'A8('1 IQ;4DOIJI Al 1NS'tITUT1QNS 01 SUlSF(l' ),.. ',' l ')~/,: ~. -'+'siA1. ---,' -_..<+~ ~ (, ,- I I : I , , , ",' I , I , ! . B r-,.,",: "~ . ~, ,j { -..... " .1 I ~-4A[',+t "--",l,.~i l' I I , .. " I ; ;. ; I ---.......+--:--.-4--- -------'-;------:-- .__....J " "I i I ! I I I ~ t ~ L... (l .' a ~ ~ .J l - ---- ~~---- ~ )ij ~ " -- -- - m-:=:,7'.,"7'....~...'7"''7i'C.:.~7'C"~:',--. 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I.;.~ e;;' QO....O -iOO..,.-- -----.--:;, .. -..--' ---- . --- . .- tA~N !I- ..-~ ~ ~I i\ ! ~ i ._.-....~ " I 382 J j ....... ,./ '=5' ....1 ~ ..- ,- -- -' ! . ---..-....--------.------T--r , , , " HAP Of PROPERTY ..... --~---~_"_,...,..-~...O'''_'... ~.___~. SUJWe~lfQ ~. ,^,IE~LL. 5 QQAO C<Jf2.P -. .., .' 1.., .. ..' . .,., .~' _1.., ':" '''. "'I _. .... ...__,.......... .1It(: ,...,... "OWfJ..~~. .t,... "~'" ..:....".":.. .....'..'.....,......:,._.~~ // 1/ , / i ....;.;fr. ..",. r\'::)-k".,=~"'.~'F~.. ' . .~: ~;~.;.; "r '$OUJ'riOlD lQIiN BOARD ~.'!M. i. jRJ.*... .i:"{l 2 \984' '. '. .'. '.' ..'. "'.'~ .;' f i I ~ .'~:. ,,^re - -. . . . - '. ."f' . ". 1/ .....~.l~~.!r~ " .'. .. . ",,,-. ~'" ...,' ., .'. .' ., .' . .. . -. . <,.,~"...., ",,'10:.. ~'_'~~^' -~-, .,1 APPROVAL SUFFOLK CO HEALTH OEPT H S NO i ;,-" :;~; ~. p .. ~_n.____ ":>:. -II .~ ~~. i;' ff' 1:" f F'" ~IAI.&;M~,....IQf' INTENT THE WA TER SUPPl Y AND SEWAGE DISPOSAL SYSTEMS FOR THIS RESIDI!:NCE WILL CONFORM TO THE STANDARDS OF THE SUFl"OlK CO. D€PT. Of HEAl-THSERVICES. I" !"" ~J("Nf ~ SUFFOLK COUJ*TY st R V Ie fS -- It O. (.ONiIITlWCT1GNO...." iMTI; M.A,....., NO. M' ~EWrD DtPT. OF Hl:ALTH AI'''ftOYAi. OF ! I.~i .: .~ ~ ~ f f 1. t AL d: ~!$ fi~ SUF'fl'OLK CO TAX MAP OESlGNAl'I0H: QfSf. 'fer. I\.QC:K, Pel. lOCO S6 4 '24 !I OWNEI!tS AOORa8: ~Q~ia. "INGoOL..Q. ~h!_'~ ~c,(it:J!~~ ....,y.)~ r:g,/..1~".: ~ DID:L. .j,' ~y MI:)(, ~..mtOIIUo -'LTllArlOff ua AUOUIQII to nilSJUlYfY IS A Y!Oi.ATIOH Of ,krlOM 7209 0' THE tEW mcK STAn ID~ LAW. f=~PfQ Of nus SUMV MA9 MOT SU<JiNQ r,llANl> SilI'la'OI'S KID S~J.L ""-1 UIO$S!D SIAl SHALL 00)' ail Cq:-",~l,:'.. 10 M A VAUD nUE COPY. lSANOV MllGOAaI.N -pt'AIl;AN!!ts 1W:C.\tCD ~!llCN ~Al.~ ~. 1-"''-, s:;tLY TO M n,,~::,}';roR WHCM 't'l-'<-;: ~>v~'" .. nEPARUi, AA'!l 0:\ HIS fUtl-.lf 10 ~~f f'P.I COMP~.' .'~iOVU.19~SUAk< .M'1i~' ." ;~ INSTITUTION USTEnmlrOflt "..... . JHI A$SIGNU.'i 9f 'DU~~lNG l"l<:n .~-.mo... G.lhtjIAHTWAAi Ntlt,P"~~h, ~ .~.1""'.11",.-.':''',';;,..,;,,\. -D"," ." ':\ 1 .~