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HomeMy WebLinkAboutLaurel Links THIS IS NOT A PERMIT New York State Department of Environmental Conservation Noticed Complete Application, Date: April 20, 2001 Applicant: LAUREL LINKS _ DAVID SALAND P.O. DRAWER A JAMESPORT,NY 11947 MAY 2001 Facility: LAUREL LINKS PROPERTY MAIN ROAD &.PECONIC BAY BLVD MATTITUCK,NY 11952 Application ID: 1-4738-02557/00003 Permits(s)Applied for: 1 -Article 24 Freshwater Wetlands is . 1 -Article 15 Title 15 Long Island Well 'APR 2 ,5 Pool 1 -Article 23 Title 27 Mined Land Reclamation t Project is located: in SOUTHOLD in SUFFOLK COUNTY Project Description: } Applicant proposes to subdivide 222.85 acres and create 31 lots. Lots 1-29 will be developed with single family dwellings. Lot 30 (2.39acres)will be used for.maintenance facilities..Lot 31 (160) acres will be developed as an 18 hole not-for-profit golf course with tennis courts,pool, club house,parking and superintendents residence. Five ponds will be created with a toal acreage of 4.55 acres. Ponds will be filled through natural rainfall and also will utilize existing irrigation wells. An additional irrigation well is proposed at 50 gpm with a depth to 90 feet, total proposed pumping rate of 1,200 gpm. Property is located Main Road and Peconic Bay Blvd., Mattituck, Town of Southold. State Environmental Quality Review(SEAR)Determination Project is a Type I action and will not have a significant effect on the environment. A coordinated review with other involved agencies was performed and a Negative Declaration is on file. SEQR Lead Agency Southold Town Planning Board State Historic Preservation Act(SHPA)Determination Cultural resource lists and map have been checked. No registered, eligible or inventoried archaeological sites or historic structures were identified at the project location. No further review in accordance with SHPA is required. 1 Availability For Public Comment Contact Person Comments on this project must be MARILYN E. PETERSON submitted in writing to the Contact NYSDEC Person no.later than 06/01/2001 SUNY @ STONY BROOK BUILDING 40 STONY BROOK,NY 11790-2356 (631)444-0365 CC List for Complete Notice Chief Executive Officer LAUREL LINKS ENB File Albert J.Krupski,President OSUFFQ(�`► Town Hall James King,Vice-President h.1. Oljy 53095 Route 25 Henry Smith c P.O.Box 1179 Artie Foster = Southold,New York 11971-0959 Ken Poliwoda Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Craig Turner, Planner FROM: Albert J. Krupski, Jr.,President Town Trustees DATE: March 21, 2001 RE: Laurel Links major subdivision and site plan SCTM#1000-125-3-13,15 & 17 SCTM#1000-125-4-21 &24.1 SCTM#1000-126-7-1 The new drawing removes the wetlands from the golf course plan. Thank you for the cooperation. PLANNING BOARD MEMBERS �SpfFO(,�►c BENNETT ORLOWSKI,JR. Q� �G Town Hall, 53095 State Route 25 Chairman h`Z` 'y� P.O.Box 1179 WILLIAM J.CREMERS O Southold,New York 11971-0959 coo KENNETH L.EDWARDS Telephone (631) 765-1938 GEORGE RITCHIE LATHAM,JR. Fax(631) 765-3136 RICHARD CAGGIANO yifJol �aQ� ' do�t PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMO TO: Albert J. Krupski, Jr., President Town Trustees FROM: Craig Turner, Planner RE: Laurel Links major subdivision and site plan,; 1''! SCTM# 1000-125-3-13, 15, & 17 SCTM# 1000-125-4-21 &24.1 — � 2001 ;I SCTM# 1000-126-7-1 (Mattituck) 3`I` DATE: March 1, 2001 The Planning Board is referring to your board a copy of the proposed final subdivision map of Laurel Links. In your previous review of March 24, 2000, you found that there was proposed activity within 75' of the wetlands on the south side of the site(Open Space Parcel B). The map now shows the boundaries of Open Space Parcel B covering a minimum of 100' from the wetlands. Please advise whether you would still want an application for a wetlands permit. M� gkifF � Town Hall Albert J.Krupski,President �� �/ 53095 Main Road James King,Vice-President o=, P.O.Box 1179 Henry Smith y 2 Southold,New York 11971 Artie Foster Q: Ken Poliwoda y Telephone(516j 765-18g2 Fax(516)'765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Melissa Spiro, Senior Planner FROM: Albert J. Krupski, Jr., Town Trustees DATE: March 24, 2000 'RE: Proposed Subdivision for Laurel Links, Ltd. After reviewing the survey'received, we found part of the project to be within 75' of the wetlands near the south side of the site. The Southold Town Board of Trustees would like to see how the project would affect the wetlands in this area, by way of a wetland permit. ► S Southold gown Planning Bose: Young "c .Young,' `Land Surveyors N 400 ,Ostrander Avenue, Riverhead, .New .York 11961 ie ' 631-727-2303 e,G: Alden 13 Young, P.E. -& L.S. .(1908-1994) WELLS ROAD o Howard W. Young, Land Surveyor. z " Thomas C. Wolpert, Professional Engineer Ilk o • p BRAY AVENUE TNT N � � N � � - SITE DATA' , TOTAL AREA = 222.6317 ACRES • '';y //' �j;�/i ,�;� /;f/'' , i!%/ /�//,/ • AREA PARCEL SOUTH OF L.I.R.R: = 217.6566 ACRES ='AREA EAST PARCEL NORTH OF L.I.R.R. = 0.7478 ACRES p o ��'/%•� Nzx 'r100 0 50 100' 200// AREA WEST PARCEL NORTH OF L.LR.R. 4.2273 ACRES %� • • TOTAL NUMBER F — •�. / i I vQ • ,f, i / / 1 / % / % 1 • `/` , E 0 LOTS — /.// /r/ TEST HOLE DATA • ZONING USE DISTRICT = A—C TIE IN # 1 / f ,/' / 1Q N82'57'30"E 147.36' f/ / f�,' / f /' `j%/ �� /J.//✓�,///%:/ Z N68-41'20"E 217.59' j%/f/'�,i /%//�/;/ �j,ji/'j//�'•'j//f�%f`fr I TIE IN 2r!% Q is. TH#1TH#2 TH#3S86'3120"W 115.62[) S86'34'00"W 118.09' i ,/ '/ 1 f/ / .",i% :' / /• ,�/. f / /i, if �,/ //' j� f oo / , / LOAMS7T02 50"W 86.51 3 •� j/ !,i: f / /. / /, ///,; r,4 /, ;%//• //r / �' i% / ; � LOAM LOAM y� S77'02'50"W 195.00' 2.0' Aa.. - 0) `.�.. 8 4.0' 4.0' 1 } F. Subdivision — 5 / �'��• '''f��' i�' i. ';• / •f./f• j; r //, ,,�rr ; 1I �� j. Souhoid Town �V p. on "section One of Property of George (.Tuthill & Others" p folk County Ma � ,�/' �� - r 'i',,�f/ •�c '; , Suffolk Cou y No. 861 Plannin Board ,, / , f i SAND & SAND & SAND & 6 � ., I now or formerly now or formerly Z / / , , // i � /, , , /; , ,/„ , / R�. - `' f/ / /,=,./ GRAVEL GRAVEL GRAVEL F_: John V. Zaccaria _ Homan Realty Inc. O ,�,/ 10 ------ ' ------ tn ----------- — -------- U ij. -/'f� i/1, /,///, / i'///,. ;f;;/,/f f//;'• ,'�� / /�, / °� ./ �// e �, ( N Lot 75 Lot 85 ,� �,i/,%�j �'��; �/ ENGINEERS CERTIFICATION , ,o S18'42'40"E VI ,j/ i%�// / /f/lf /`/,///`/i :,/// ♦ /�,:�'' /fr .�/ J "I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR a or formerly g ' `8Rt03 FOt ---------- 1—__.------- — / //:/' / / / / //.li/' /` . / j / /�/ / // /// 18.0 18.0' 18.0' z� �///� /'%�/,% f/ / / / % /' � /f , f/� SEWAGE (DISPOSAL SYSTEM(S) FOR THIS PROJECT .WERE DESIGNED Jaios Mavidis 0 now or formerl "' o //%/%/ %i ' /fr - / i ;�f�/ / f BY ME OR UNDER MY DIRECTION. BASED UPON,A CAREFUL AND now or formerl ;f. i `/ //:/f,./i// / /% , '/f / /// John A. McEvoy o y °` /%/f / .f/ / i f //�- /'/�/ L� y I J Steven Bassis & h � //, r /ice"rii.;'///,/f,� -r /,/ '/,i/ %/ �/�//% THOROUGH STUDY OF THE SOIL, SITE-AND _GROUNDWATER H, Charlene Dean elis h 00 In , / ,, // ,/•;/ /j/ , , / i/. , f. /r /.,%f„�. f//'�f/ t CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM LK 660.4T S12'34' / " Lot 74 . �f///�`i%�ii//� !; . //,/,i� /• r ,�f/// / /�/ /� COUNTY (DEPARTMENT OF HEALTH SERVICES C 00 E ,/ %,'� �/ //,r/ STANDARIDS IN EFFECT AS OF THIS DATE".51 �y now or formerly �� CDP POST&RAIL FENCE O Kenneth Denston & Norma Denston ° Q ' „/,�'if�y�+I�O�• ,�/G�C�iG�ert�,,. — t � i HOWARD W. YOUNG, N.Y.S. L.S. ,NO. 45893n 61483 o ` THOMAS C. WOLPERT, N.Y.S. P.E. N0. 61483 � �— LOCATION MAP LLJ I SURVEYOR'S CERTIFICATION c!� I "I HEREBY CERTIFY THAT ALL LOTS;SHOWN ON THIS PLAT LU —" I j COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF a LLI - I RIVERHEAD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 OF, (� I THE TOWN) LAW AND ARTICLE XVIII OF THE CODE OF THE TOWN OF " sl 11J TYPICAL PLOT PLAN sourHOL,D. �,� > . •:: z I , DIMENSIONAL REQUIREMENTS FOR ALL LOTS SHALL CONFORM TO $ . .THE "R<4i0" ZONING USE .DISTRICT." ,- •'''• , �� PROPERTY LINE "I HEREBY CERTIFY THAT THIS MAP ,WAS MADE.FROM ACTUAL $ 3 ( SURVEYS COMPLETED DECEMBER 19,2000 AND THAT"ALL" Z "` CONCRETE MONUMENTS SHOWN THUS: '� ; ACTUALLY'EXIST AD THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL DIMENSIONAL! AND GEODETIC DETAILS ARE.CORRECT." .. N now or formerly ; now or formerly W — a Kenneth Denston & Norma Denston Ia HOUSE Q N now Perini & Winifred Perini I �Q� ` $' nowr or formerly yy Y G " Katlhleen S7825'10 E Reilly ° 10 SEPTIC '� z 935.78 tk g I Lj TANK I rc t J /,•�{( �� l j -------- ---- \^ j� \ FUTURE j� \LEACHING o - �o'uw. .3 \ POOL a a -- �, ""` a HOWARD 'W. YOUNG, Y.S. L.S."NO-45893 '� G3 0 Q f � - LEACHING G . 4 et\y LAWS O� Of GetNO\{esaet jr /. -.._.._.._.WAATER MAIN ROAD r cep , Low oodb\e�- OWNER \ LAUREL LINKS, LTD. W et y c% CHARLES CUDDY, ESQ. a� ` O`N { \s e0 - BOX 1547 RIVERHEAD, NEW YORK 11901SW Of er /'� t <as { Gteo,°there O\s /'"/� PLANNING BOARD CERTFlCATION ' 0°c �03404), --/-- THIS IS TO CER Y THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BY MAP OF: F � THE TOWN OF SOU• OLD PLANNING BOARD. L A. U R E L�. , ;'. L I N .K S et\ye�� O DATE OF APPROVAL BY I. 45' , O.�J °t \�psGO\ \20 CHAIRPERSON At MOttltuCk, Town ',of SOLItIIOICJ ` o ot°\e \,as Suffolk County, New' York o G \,re��b 1000 126 07 1 10 OS ,/'� 1000 125 04 24.1 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000 125 04 , 21 31,910 s ft. / 1000 125 03 13' .,.� ... .�.ft .Ldf .� .r,w,, .,.. �. .�.. ... ... ... .� ... .L� .o. ..o. �.. �. ... ... .�.. ... ... ..�. ... ... r� .... .� ... ..r ... ... �. ... ... �. �. ... �.. ..� alp. r .r.r ..I ... wnr wr 1.1.E ... ... ..r .rl .r.. .a ... .. I� nn,r w.ar �..� .� .� a. HAUWAtJOE, WY. 1"000 , '1"25 03 1'5 _ _+jH#3 ' ' F H DAB, County Tax Map Dl.tri.t 1000 Section 125 Block 03 Lot . 17 p T , _�� 30,866 sq.f t. `�S\cw ,58 83• MATCH LINE SEE 51 I E ET 2 O THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR j o. g6.1 1 Z FINAL PLAT\ / DEVELOPMENT FOR;LAUREL LINKS IN THE.TOWN of SOUTHOLD WITH a 53,$4• TOTAL OF 31 t,OTS WAS APPROVED ON THE ABOVE DATE. WATER SUPPLIES u -/�- AND SEWAGE DISPOSAL FACIUTIES MUST CONFORM TO CONSTRUCTION O G\a CT TO A 06' �O tGvC/--/' SEPARATE PERMITS PURSUANT TOSTANDARDS IN EFFECT AT THE THOSE STANDARDS. THIS APPROVAL E OF CONSTRUCTION AND ARE ESHALL BE VAUD ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT IS \ HEREBY GIVEN FOR THE FILING OF THIS MAP ON WHICH THIS ENDORSEMENT I io F et 1 APPEARS IN ,THE OFFICE OF THE COUNTY CLERK IN ACCORDANCE WITH K " I to ,aj R\280 t {Ott \�Ov� �gk� -/'- PROVISIONS OF THE PVBUC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY `n 23 L=1 41 .89 * O Ru �y�k° /- CODE. I 1 L�2 s R ZSS r° orb e R 4 MAP PREPARED DEC.'19, 2000 "y `92' Rai 40,542 sq.ft. %� o °� Pr �O�he�/' 1 . et\y / VITO A. MINE(, P.E. 0o N N \\°• DIRECTOR, DIVISION OF ENVIRONMENTAL QUALITY SCALE 1 — .100 g (] MONUMENT SET . MONUMENT FOUND 0 = STAKE SET Ak= STAKE FOUND , - JOB NO. 97=717 SHEET, � DWG. 97717_1 to6_final—plat Young ,& Young, LdTid Surveyors �ff F t 0 400 Ostrander Avenue, Riverhead, New York I t 901 .' j r,. 83 f 727=,Z303 �eC\`� • Alden W. Young, P.E`. �Pc L S. (I grog-/994) �� j {pC Zp Howard W. Youn#_-Land Surveyor �p\N Of LOSCSCp\Zp Thomas C. Wolpert,'.PrVessional Engineer Cal �'° SITE DATA f MATCH LINE 5EE SHEET I / �/- TOTAL AREA i�i,"-222.6317 ACRES " t r� —� i ww� s t•Ir �I r� ■� rlle rr�t �i �� wl� o s II�� �n �� wu M� �� a »ri wl� �� �� �i �� �� �� >_ >•� rl� �� �i �e a� s ?r'�� �� ri �w aw �� �� �� s �� •11� �� �r �11� rl •„ I,:: • . AREA PARCEL SOUTH OF L.I.R.R. -- 217.6566 ACRES 100 0 50 100 200 6 ARE`A EAST PARCEL NORTH OF'L.I.R.R. = 6.7478 ACRES i • AREA WEST PARCEL NORTH OF L.I.R.R. = 4.2273 ACRES O {oCme�\\ /-- • TOTAL NUMBER OF LOTS _ 31 OC G i� y / 0) i-' TEST HOLE DATA • ZONING USE DISTRICT = A-C' fotl G� ,y� ge /-- - i Of {of V�\I°*ISkp�S�\ / j R,280.23' L=141.89' f L- R 26 ,Oo`iI ny R R�kK /-' O TH#1 TH2 TH3 ^, cNr 24g 90 Soo, Pr�hoo�rec�j <\y G/ I 0.0' 0.0' LOAM 0.0' 63 p���° LOAM LOAM 2.0' P e c 4 p� Of F. �9 p9\`° 4.0' 4.0' 8 j r� 13 r o<d e, z ( a F N 2!9,229 sq.ft. �,� GeCF\° e�G�/' /- �� 6� 0 Q 37,232 sq.ft. r� 6� -/-- C\y SAND & SAND & SAND & 2 0 ,ti . tOC {OCC�G\\�f�Ss /-, GRAVEL GRAVEL GRAVEL � ,pt{ WZ j e� �°rtocd e r �r/ ENGINEER'S CERTIFICATION `° /Vp� L.=78. ��0 "I e N$�30 t 0- R - "I HEREBY CERTIFY THAT THE WATER SUPPLY S AND/ORI � lg0 i��h �,+ r 11 ./ eC\y 18,0' 18.0' 18.0' ( ) 00 32,023 sq.ft. �ro 6 {pt�` sy /-' SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED LAo p oC KC��°C\Jots aaos BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND r _ ' Ilj o �\ 1�� < (P.0. r mr G ce os -/-- THOROUGH STUDY OF. THE SOIL, SITE AND'GROUNDWATER ' W e �a �� oo \o \oCer ory \pd/- CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM LK ' ! _ \ A err F iPr�h e M COUNTY DEPARTMENT OF HEALTH SERVICES Cw STANDARDS IN EFFECT AS OF THIS DATE": C. y t \\ 29,522 sq.ft.0 rn W 148. CID Co 79' HOWARD W: 'YOUNG, N.Y.S. L.S. NO. 45893nN17'35'40"W THOMAS C. WOLPERT, N.Y.S. P.E.`NO. 6148361 `��ss�oN" • r J J I -' S15.04'06"E j h I o �TM EASEMEAIT80.O0' N15'04'06 d i o T No. t �Iti! 159.37 j N 1s•o4'06' w co O - U SURVEYORS CERTIFICATION Co i Q / o 17 ; �o co .�o� ":. .1 HEREBY CERTIFY .THAT ALL`'LOTS SHOWN ON,THIS PLAT, 1 0 29,484 s ft. "� - A r� � p�0 0„ r H� COMPLY WITH THE BUILDING ZONE ORDINANCE -OF THE TOWN OF r„. q �? RIVERHEAD EXCEPT AS MODIFIED PURSUANT TO SECTION.278 OF 01 THE TOWN LAW AND ARTICLE XVIII .OF.THE CODE OF THE TOWN OF ,c1 0.55 R=430.94' SOUTHOLD" ' _ -�9 / V. 9�� 1TH#2 sod „�w � I I ���^ `TYPICAL PLOT PLAN � 21 p 55r O U R T _.-5_ �-'3 T N' THE "RHO"DIMENSIONAL REQUIREMENTS QUSEED DISTRICT. ALL LOTS SHALL CONFORM TO o$ 56.28' —— 39 68 Z �80 • . . ._ �_ �$ so °�. " N2 1. L- 8•78' L=1 oo, p� 1 HEREBY( CERTIFY:THAT THIS MAP WAS MADE FROM.ACTUAL y PROPERTY LINE a �> I Z �`�' SURVEYS COMPLETED.DECEMBER 19,2000 AND THAT ALL it o' W CONCRETE MONUMENTS SHOWN THUS:"- ■ :,ACTUALLY EXIST' AND'' gQ' °� $, 30,885 sq.'ft. �� "� /• �' �� THEIR POSITRONS ARE CORRECTLY SHOWN AND "ALL DIMENSIONAL ' N ' 9 .�'� �y,5� _ r, �. =AND GEODETIC DETAILS ARE CORRECT" `, g 20 N a ti "' 30,046 sq.ft. o �,16 / /�o�p14, •\ /, a ,��, 29,101 sift. HOUSE HOUSE NEH/ ; `� _ �- 1 o 1O / sFPnc Uj /• • �� L-194.16' ,\�L OHO ��g'� /,, �� TANK 3•28' PN�S iy 1 0. 53»E L=1 2.00' / vlE-T\' Ix 28' R�60.94' L�67.73 .`k. / .y1 /� FUTURE j a� �.• \ .� LEACHING p •i �' /' r15�9 f0 MIN. < Pool �a 4 •k$ lb � N20'2023 W 391.44' /' �• e`� - MIN• ��; ; HOWARD W. 'YOUNG, N.Y.S. L.S. NO. 45893 Q3 Cr"'.„ /' LEACHING i� d/c�J c�5 p`,, \ Dc�• /. /../• %P POOLLAND �5�y p0 - -332! "E 7• / / � .._ 'oo.F J $�p� `PV'�• _.._.._..—WATER MAIN '_.I�ROAD.._.._.._.._.._i_.._.._.._ OWNER LAUREL LINKS, LTU. c/o CHARLES CUDDY, ESQ. I RIVERHEAD NEW: YORK a'11901 P. 0. BOX 1547 , z> W�.• �6 -.. _ ."• /. O / '\� PLANNING BOARD CERTIFICATION R=36 ° \• �` — — °�c,3�s / Nos / �,°� MAP OF O,, O, THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BY » 0 01 . THE TOWN OF SOU THOLD PLANNING BOARD. " —� R37 50 �� _.._.._.._ " " L A U R EL I_ I N K S �I��j DATE OF APPROVAL BY At Mattituck Town Of SOuthOld .� /• �. �` CHAIRPERSON ti Suffolk County, New York 9� OPEN SPACE' PARCEL B `. ;5 1000 126 . 07 1 s , <" o o� 1000 125 04' 24.1 9� 20.0913 acres ? Q7• . �S g6, S18•o4'40"E Son c`'��"' SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000 :;125 04 21 \ ? �16�6 S18 04 40"E ? 129.31' n�1'40"E S20'00'20"E HAUPPAUGE, N.Y. 1000 125 03 13 o °� 1000 ;;125 03 15 w >� r� >� r� r� �� �� t� �e r w t� wee war �1 t� >� w a� �r >� r�� 1� >w �e r�l r•� �r 4 A �%� �r riw Od198'� DATE ,� N18'04'40"W County Ta:x Map District 1000 section',125 Block 03 Lot 17 MATCH LINE 5 E E 5 H E ET 4 ��- �,¢2 S3, MATCH LINE 5 E E 5 H E ET 3 ry ������ N19'44'20"W 265.7` ,THIS IS TO VELOPME ENT FOR LAUREL LINKS IN REALTY E TOWN OF SUBDIVISION WITH �- ` ! 49, '� ry TOTAL OF 31 LOTS WAS APPROVED ON THE ABOVE DATE. WATER .SUPPLIES N12 3p'00» ���`Vry ry�^3 AND SEWAGE DISPOSAL FACILITIES MUST CONFORM TO CONSTRUCTION R� V IN `�A� d` STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO 9�' Nry �9. SEPARATE PERMITS PURSUANT TO THOSE STANDARDS. THIS APPROVAL.SHALL S3' �, 25' EMERGEN 535 ' R�37.50' L=335 ' ^� Orr• �'� BE VAUD ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY N1230 CY ACCESS 65 54R g8, / �` Y•.Y:. F:..:. , . 00 W EASEMENT q 6 = o, O( FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT IS 56' _ _ _ c3 0 HEREBY GIVEN FOR THE FILING OF THIS MAP ON WHICH THIS ENDORSEMENT 5 _ R=892.50 L=295. R q. �y �3 535.65 r.� R�T2.50' L-3 2•8 t ` L / t� PROVISIONS OF THAPPEARS IN- THE E PUBLIC HME Of EALTH LAW AND NTY RTHE SUK IN FFOLK COUNTY SANITARY RDANCE WITH ffi 3 R=917.50' L=303.84 CODE. t R��h• G MAP PREPARED DEC.. 19, 2000 OLO M MTO A. MINE[.P.E. DIRECTOR. DIVISION OF ENVIRONMENTAL QUALITY " Ys"' � SCALE 1 =,100 = MONUMENT FOUND STAKE SET STAKE FOUND :. - MONUMENT SET o JOB No. 97--717 SHEET '//�/ ;. DWG. 977T7'1to5_I`nQf_Prat FW 0a �. '�./' Yourng- & Young, and SurueVars, ,. S 'os /-' .400 Ostrander Avenue, Riverhead, New York 11901 �e; ri°�o _ E�LP�� •50� /' s 631-727-2303 �8 i ,/' !Alden W. Young, P.E. & L.S. (1908-1994 £ ' �!- at ® Howard W. Young, Land Surveyor N20'20'23"W 391.44' i'• �• �•' � e � isff f' o Thomas C: Wolpert Professional Engineer v'�.� �O tk5,6 00 33� O�E 7 �•.�''� �'�o�' gti$50� •� s os� � • SITE DATA TOTAL AREA = 222.6317 ACRES AREA\ 6 ACRES _ - _ • AREA EAST EPARCEL NORTH UTH OF IO RL.I.R.R. - 210.7478 ACRES • AREA'WEST WEST PARCEL NORTH OF L.I.R.R. = o ( \ /J _ - / �^ /' 100 0 50 100 200 • �' �'• � Flo � - 4.2273 ACRES �PNpS i•� ,�a of � ,, • TOTAL'NUMBER OF LOTS = 31 \N _ o a �, TEST HOLE DATA • ZONING USE DISTRICT = A=C � L a o� THP TM#� OPEN SPACE PARCEL B o.o' o� O S�J� LOAM LOAM LOAM � 20.0913 acres o• s18•o4'4o"E s ��� a°' 2.0 � MATCH LINE SEE SHEET 2 �� o ,7 2 129.31' '''4o"e s20.00'20"E 4 0' 4 0' 2 Q��1 rO9' S18'04 401"E �'�, 62 r rlwl wrr rse irll� eerla ■Ili ronrl wlir sr rrrrl rw er>t "rlri Irw" Mrr arsl� rrlw arm r r >~I� iw rug Ol�i Irr� "ems rw ws Irr Irr� rre nlne IIIwI� r�lr �r1 IrlO� wry nor w�rl arm w� ■w ■III rw" �"r� nirr� rrr r 41 1U \���/1 rrs Iwllll riTilOnrr i�409498'� ■ �Ilw ■� rr �r urn rws rl� iwF �r rwt > 967 N18'04E'40"W ����'• s PRO R . �r �' �a+r'.9• SAND & SAND & SAND & � �� 7S2 "�• �.rr'` N19'44 20"W 265.74 p 4 493' �`V ry� Q` �O• 70. GRAVEL GRAVEL GRAVEL lip ryry tiA;3 s ENGINEER'S CER11FICAI ION N � m=� ^iry �(`z fie_ '' "I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR ' 114 92 R�37.50' L1335.54' $, sr' S3' RGE CY ACCES 535.65' S t 00 WV S EASEMENT / 2 RO, \o \� / �� 18.0' 18.0' 18.0' SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNEDey , R=892.50 L=295.56' R Lz=�2, 66 of G O BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND �� 535 65' — — -� R�1 2.50 L=322 3g -` �, oy� ret�� ,,/ e�\� THOROUGH STUDY OF THE SOIL, SITE AND GROUNDWATER H '. R=917.50' L=303.84 �'� �g0 2 5 �` O\ �/ tt(` ey / CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM OLK L��-I a• G/I s�o �.• COUNTY DEPARTMENT OF HEALTH SERVICES C STANDARDS IN EFFECT.AS OF THIS DATE".' ' ,�� ►Y y C. LLJ co W �/ �0 0� ' OK oo f 2 �N l HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 2� o LU �' ,,/ �ot(oo`E- `� THOMAS C. WOLPERT, N.Y.S. P.E. NO. 6148 61483 0� / L'9 '0�9 04 �N LLJ ��� �,� koc�ao ca k oK °o��'o,/ I~ -SURVEYOR'S CERTIFICATION { "I HEREBY CERTIFY THAT ALL LOTS SHOWN ON THIS PLAT t _ COMPLY WITH THE BUILDING ZONE ORDINANCE OF ,THE ,TOWN OF {' U "'� ";e, b 4 �o/' of• r5 \JOB /' RIVERHEAD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 OF . , dl 0Q �° THE TOWN LAW AND ARTICLE XVIII OF THE CODE OF THE TOWN OF GCG� ,/ ��\�,�r, TYPICAL PLOT PLAN SOUTHOLD. lift" ,G\� o�tOGot "DIMENSIONAL REQUIREMENTS FOR ALL LOTS SHALL CONFORM TO Zog THE "R-40" ZONING USE DISTRICT." j oo- o�•�O� '�t�� o\o , "I HEREBY CERTIFY THAT,THIS MAP WAS MADE FROM ACTUAL <� a I �(j /{,O •\G PROPERTY LINE � > .�t eta 0 SURVEYS COMPLETED DECEMBER 19,2000 AND THAT ALL N� W . Q° 0 r� \C, Z CONCRETE:MONUMENTS SHOWN.THUS: ■ ACTUALLY EXIST AND a �o THEIR POSITIONS ARE CORRECTLY SHOWN AND ALL-DIMENSIONAL EDGE OF LAWN \05 0� � AND GEODE nc DETAILS ARE 'CORRECT." - - - - HEDGE P EDGE OF LAWN ZA•.70 a EDGE of LAWN rr� 0.0 , HOUSE HOUSE N EDGE OF LAWN ��� , a - V• t: I ( 2813.61' N19'44'20"W 265.37 ��G N19'�44'20"W 299.44 __ �P W )• D-ELMAR D-R-I-VE Lot 46 SEPTIC I (/) Lot 47 ' ' I Lot 53 S TANK s 7� Lot 48 Lot 49 1 , 1 Lot 52 , IW IW „ Lot 45 I Lot 54 t Lot 51 ' I f } \�� rQ \ LEACHING �a a t 40 L Lot 41 Lot 42 I Lot 43 f tot 44 j _ , , , I _ I I I I I I 1 HOWARD-W.- YOUNG, N:`�S. L.S. NEB 45893r- `,01 4.r3 0- ' I I ' h Lot 5 I Lot 4 I Lot 3 I LEACHING r f Subdivision Laurel County r Estates" I Pool f 1 i f I r r r 'r ' I ' W I Suffolk Count I � � �' I I I S y Map No. 154846 I _ FDLAND�j��`' OI _ WATER MAIN ROAD -.._ OWNER I D ELM AR DRIVELAbREL tTfl :N. p ;. = C/o CHARLES CUDDY, ESQ. I P. O, BOX 1547 06 06 I ` ,• � - RIVERHEAD, NEW YORK 11901 PLANNING BARD-- CERTIFICATION _ F � t p No- WAP OF THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BY 3 THE TOWN OF SOUTHOLD PLANNING BOARD. l_ A,UREL LI ,N :KS, Wg • DATE OF APPROVAL �_ . BY ° . •. ._. ,� s CHAIRPERSON Alt MattltUCk, 'Town of Southold 1 Suffolk `County, New York 1000 126 07 1 f 1000 ' 125 04 24.1 1000 ` 125 04 21,, SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000 125 b3 13 HAUPPAUGE, N.Y. 10OII T25 03 ` 1-5- DATE _ County Tax Map District 1000 Section 125 Block 03 Lot 17 •, o THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR DEVELOPMENT FOR LAUREL LINKS IN- THE_TOWN OF SOUTHOLD WITH A F I IV TOTAL OF 31 LOTS WAS APPROVED ON THE ABOVE DATE. WATER SUPPLIES AND SEWAGE DISPOSAL FACILITIES MUST'CONFORM TO CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND' ARE SUBJECT.TO . SEPARATE PERMITS PURSUANT TO THOSE STANDARDS. THIS APPROVAL SHALL BE VALID ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY i FILED WITH THE COUNTY CLERIC WITHIN ONE YEAR OF THIS DATE. CONSENT IS a HEREBY GIVEN FOR THE FILING OF THIS MAP ON WHICH THIS ENDORSEMENT APPEARS IN-THE-OFFICE OF THE COUNTY CLERK IN ACCORDANCE WITH I : i PROVISIONS OF THE PUBLIC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY CODE. h a p t" MAP PREPAIRED DEC. 19, 2D06 VITO A. MINEI, P.E. i DIRECTOR, DIVISION OF ENVIRONMENTAL 6UAU:F SCALE 1* _'100` El =MONUMENT SET 0 = MONUMENT FOUND A - STAKE SET = STAKE FOUND JOB NO. 97-717 SHEET 3Fr I DWG.-' 977T7_1to6_finafi__ptat 5 , — - ---- '1 / `V �QD� R�52.68 �� '�" N.• o �o• , ��,�z.» Ift $�a R� , �o r Youngr �c YOU? -, Land 'Szcrueyo�r�s : €9 In / >>> ,'s `S, `` i • 400 Ostrander Avenue, Riverhead,'New York _11901� 28 N 1 ' o< 0p. L=1 30.16 iy o.F � ■ N 8 $ 2 631-727-2303458.55' ° 31,298 sq.ft• �oA'000 Howard W. Youn ,�` o' 0 2 �� p �h Ai den W Young, P.E. & L.S. (1908-1994) '` " g Land Surueyorp tp Professions atE oneer 25 0,961 Sq.ft. s � g' PtcoTnus e: Tfo ert,30 30,973 sq.ft. 28 666 s Bo. .g1 StS , 67.0 `1'1 �sr, !� _sq.ft � �� a' L�� o�, ;� 05�, " �20 =3s SITE DATA! R 2 �2.3953 acres �• '�� o �s (', �'oy �2.sffi � �sTOTALAREA = 222.6317 ACRES Do �:� L=8.99' L=1$B. L� �212� _ � � R 37.50q• p 8s . R L_ �3g� • AREA PARCEL SOUTH OF LI.R.R. 217•31,314 s ft. ,�6 8 � So' -- — j o-� � 6566 ACRE •� �9 00. 26i3.88' q O S � 3 31,298 sq.ft. ° ��o 1 �61 100 0 50 100 200 • AREA EAST PARCEL NORTH OF L.LR.R. = 0.7478 ACRES o , { 4.17x x x— 2�s \\�sS 853•�7 \ �. • AREA WEST PARCEL NORTH OF L.I.R.R. = 4.2273 ACRES i k O . • TOTAL NUMBER OF LOTS = 31 s9. TEST HOLE DATA \ �� N 0 52 ti S ZONING USE DISTRICT = A—C now or formerly X 8s�• 25 �2 �� _, Jeanette C. Hommel �\ MATCH LINE SEE 5H EET 5 rt nits sns sole ss� s� reoslE oei®el sae sal sloes spa sss sir sae rww � asr r"rs sae s� rasa �Ilw +As `gyp \ \ $35 1� ew siss � � s ass s ass sos eslt eesw � ew sow s� �oMls � wrs wr o�et ass rws ass osi sea r oss �se000 rls nos � rrs Dols- sae seso a� ws � es >� � sol��w �es oslw ssos e sir TH#1 11�2 .�#a- + a��• S�S3, � LOAM �� ••: ,.I Y, O� 0.0' 0.0' 0.0' 4 49, LOAM LOAM 2.0' b 4.0' 4.0' N \ R SAND & SAND & SAND & Y GRAVEL GRAVEL GRAVEL ENGINEER S 'CERTIFICATION (`� � I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/ORb r. x 18.0' 18.0' SEWAGE DISPOSAL SYST€M(SJ FOR-:THtS PROJECT WERE DESIGNED- F BY.ME OR'UNDER MY DIRECTION. BASED UPON A CAREFUL-AND S i THOROUGI+ STUDY OF THE SOIL, SITE AND-GROUNDWATER ALL LOTS, AS PROPOSED CONFORM LK CONDITIONS, � , COUNTY DEPARTMENT OF HEALTH SERVICES "C I A� W STANDARDS IIN EFFECT AS OF THIS DATE". Q. C co LLJ x Z HOWARD W. Y(OUNG, N.Y.S. L.S. N0.' 45�93n THOMAS C. WIOLPERT, N.Y.S. P. N0.'61483 1483 x r U , - '_• 1 HEREBY CERTIFY THAT ALL "LOTS SHOWN ON THI5'PLAT '1 COMPLY ,WITH .THE-BUILDING ZONE ORDINANCE OF THE TOWN OF RIVERHEAD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 OF HEDGE �.� ....�a>.....x (� HEDGE �. .'THE TOWN LAW AND ARTICLE XVIII OF'THE CODE OF•THE TOVVN OF k W 333.78 I w.�.� EDGE OF uwN TYPICAL PLOT PLAN SOUTHOLD' RE UIR N18'2010 W 10" F O EMENTS FOR SHALL CONFORM .TO g x N28�57 Lot 32 ; Lot 33 f I Lot 30 II' Lot 31 II' , ' I THE "R-40" ZONING' USE DISTRICT." `• I t I Lot 36 I I I Lot 34 ' Lot 35 "1 HEREBY CERTIFY THAT•,THIS.MAP WAS 'MADE FROM.ACTUAL: , PROPERTY LINE Lot 37 SURVEYS COMPLETED DECEMBER 19,2000 AND THAT ALL ' Lot 38 r I I t I CONCRETE MONUMENTS SHOWN THUS: ■ ACTUALLY EXIST"AND � ( ' Lot 39 W f Subdivision "Laurel Country[Estates" I I I THEIR POSITIONS ARE CORRECTLY,SHOWN AND ALL.DIMENSIONAL- ` 4 t IF Suffolk County Map No 4546 , I Lot 40 i Lot 41 ' Q _ AND GEODETIC DETAILS ARE CORRECT." ' - '';•, ' r ' z I I 1 HOUSE HOUSE NE �• -13 DELMAR DRIVEs�Qgpw. r tr SEPTic I I - Irc TANK r FUTURE j� w • •,,i LEACHING " d 4 • ��`�..._�3 � POOL I3 oa "'"" HOWAf�f} W. Y+OUNG, hFY.s L S N9: 45893 ' s LEACHING • CA/, POOL "LAI�� R MAIN..—.I_.:.r.. .._..—..—..-1._..—.. .. .. .. ..ni. - - - I ROAD OWNER " ..' i LAUREL LINKS. LTD. a. c/o CHARLES CUDDY, ESQ. RIVERHEAD, NEW YORK 11901 <Q8 I r P.,0. BOX 1547 ` E PLANNING BOARD-'CERTIFICATION- • � . • MAP-,:OF . • , .. �z�� i THIS IS TO CERTIFY.THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BYW - ' j THE TOWN OF SOUTHOLD PLANNING BOARD. L A t_, R:E L t_ I N K DATE OF APPROVAL BY �. CHAIRPERSON 'At ` MattltuCk, Town of _,Southold :Suffolk C76unty, New .York , TQo6 • r26 � 67, .r'' ,�• 1000 125 04 24.'I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES T000 T25 Q4" 21 k 1000 ._125 03 . 13 HAUPPAUGE, N.Y. 1000 :125 03 " 15 a DATE —_— County Tax Map , Dist,fct:1000 Section 125 'Block 03 Lot 17. THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR I N A �"o- DEVELOPMENT FOR LAUREL LINKS IN THE TOWN OF SOUTHOLD WITH A TOTAL OF 31 LOTS WAS APPROVED ON THE ABOVE DATE. WATER SUPPLIES AND SEWAGE DISPOSAL FACILITIES MUST CONFORM TO CONSTRUCTION - STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO SEPARATE PERMITS PURSUANT TO THOSE STANDARDS. THIS APPROVAL SHALL BE VAUD ONLY IF"THE REALTY SUBDIVISION OR DEVELOPMENT-MAP IS DMY- FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT IS ' HEREBY GIVEN FOR THE FILING OF THIS MAP ON WHICH THIS ENDORSEMENT APPEARS IN THE OFFICE OF THE COUN-TY-CLERK-tW ACCORDANCE WIT}t PROVISIONS OF THE PUBLIC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY ff"�s- CODE. '$ i MAR PREPARED DEC. 19, 20GO u ° • VITO A. MINEi, P.E. DIRECTOR, DIVISION OF.ENVIRONMENTAL QUALITY g 0 = MONUMENT SET = MONUMENT FOUND A = STAKE SET �� STFAKE FOUND SCALE 1" = 1OO' JOB NO. 97-717 SHEET P i DWG. 97717_Tto&_fhor_peal AEU 4/ Young & ` Young, .Land Su'rveyors'' �S� L=39.23' 03' '400 Ostrander.'Avenue, 'Riverhead, ,New 'York 11901 �� I q pp, \\ 'I' 1� • Hp3, 631-727-2303 $ �z.. ' c iUi ��j� 00• �,`L F Alden W. Young, P.E. ,& L.S. 0908-1994) ` • Q S� �.6 ® Howard W._.Young, Land Surveyoro Thomas C.. Wolpert, Professional Engineer �=882.58 Z 40-265' _268.45' I RBARN TO EMOVED BE .9u'\\ 9. t O , x x X-, SITE DATA z \ CV moo• <. TOTAL AREA,= 222.6317 ACRES ^ � � \ ti� cps .' x x MATCH LINE SEE SHEET 6 sue- 10 �s' • AREA PARCEL SOUTH OF L.I.R.R. _ .217.6566 ACRES No \ 3 �O•, 31,910 Sift. 100 0 50 100 200 • AREA EAST PARCEL NORTH OF LJ.R.R. 0.7478'ACRES w �wr w ww ww ar wr ww� ws� s w nw ■w Wes w w •w ■ww w >•w wwlw �w s w� aw w ww w w w ■we w� w �w w w w ww w yaw sw Fl�� w w w w ww A� ww w w w w wi �w w� w O x 1 ^� TH#3 ' ' • AREA WEST PARCEL NORTH OF L.I.R.R. = 4.2273 ACRES J 1\ t 0 0 2 < �a >S8 • TOTAL NUMBER OF LOTS g 31 { N X `�' COo 30,866 sq. 83 n 9 -86 11 ' TEST HOLE DATA • 'ZONING USE DISTRICT A=C v c`rrl 53.84. 3�0,523 sq.ft.Co obi " 1g0 ■ \ ui \ fig• S• � I \ r X \ N23-17"46"W 180.00' 1 TH#1 TH#2 TH#3 >> UF� 0 1 moo. _zo 0.0' 0.0' 0.0' '"�va 1� 3 I O� ■ R 280.23' L=141 LOAM I i X I 1 . �� ' ii +1� LOAM LOAM 2.0' € X X X x 1 Q ,9 P I p ^ a d z M N (J `'. �r�?sl h�� 40,542 sq.ft. 0 4.0' 4.0' €>W . �•O Nam• -o 2 ^� u7F 30,907 sq.ft. �0013 . ` 1\ !�`'i� " 191.17 1 a? N3°3628"W 2° SAND & SAND & SAND & W GRAVEL GRAVEL GRAVEL �- 2N28'43 38 37,232 sq.ft. r ENGINEERS CERTIFICATIONS . = ool R Iw o� �' Np� "1 HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR - a�� o, \ uO 18.0' 18.0' 18.0' � 1 SEWAGE DISPOSAL SYSTEM(S) FOR THIS PROJECT WERE DESIGNED N 1 �1 0 28,325 sq.ft. �� �N\ o-�'� 1800p, BY ME OR (UNDER MY DIRECTION. BASED UPON A CAREFUL AND, �� r�u o N THOROUGH :STUDY OF THE SOIL, SITE AND GROUNDWATER of > ; 0, o, �\ ; Lo. CONDITIONS„ ALL LOTS, AS PROPOSED,.CONFORM OLK COUNTY DEPARTMENT OF HEALTH SERVICES C ko �'�. lye 3 �a, .AZT°"� � \\ � W ` r STANDARDS IN EFFECT AS OF THIS DATE". '. � •Y� ! 18'19'30" iO N18'42'00"W 9.00) 9.23' \ V1 y \ n < \ �\ �i��• �G�e�LYit� r- �- -.� � . \ V. O (� W O o� 7G \ �j \\ ��, w- �� 29,572 sq.ft. \ to., LLJ HOWARD W. YOUNG, N.Y.S. L.S. NO. 45893 0:.. ;-� o \ rn r THOMAS C. WOLPERT, N.Y.S. P.E. N0. 61'48 t� 6140 o_o� � 1ao•p0 1 , . W OPEN SPACE <\ a 3g2 N3 1 i I _ SURVEYOR S CERTIFICATION PARCEL C O `o ' m o CO 32,572 sq.ft. 5 in I "1 HEREBY CERTIFY THAT`ALL LOTS SHOWN ON `THIS PLAT �I 0.7478 acres s w �"l' �-\ OPEN SPACE 'n I U . ' COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE'TOWN OF ti' _a 28,791 sq.ft. W1 N18'13'10"W 9•07 \ N3ag9 5• ��� PARCEL A �� N RIVERHEAD EXCEPT AS MODIFIED PURSUANT TO SECTION 278' OF•L 'THE TOWN LAW AND ARTICLE XVIII OF THE CODE OF THE TOWNOF' 2 J SOUTHOLD.'" ' A2 0 s 2 S18*13'10"E \ " �8 ��, o. ,u 1 " S10• \ o, o XA W cs� 263 " -oo'_wAi£R2853 2 DIMENSIONAL REQUIREMENTS FOR •ALL LOTS SHALL CONFORM TO 9A� (V x �, \ ��'�� 5qY TH#1 �.�► 15.4701 Acres Npr: L� E ( TYPICAL PLOT PLAN " > now or formerly ,� \ o �. ♦ E l tie .3 MAIN L 1'0.5s t p " �� �� ps �® 6' N10 28'—— A U R=430.94 THE Rya' ZONING USE DISTRICT. 3_� Frank E.J Carlin o, �, �ry '80 53"W--_REL =H=1I �� �s > �6, °' ti 00' 154• - O U R T "I HEREBY CERTIFY.THAT,THIS MAP WA5, ,,ADE FROM ACTUAL W & W.F 'Carlin �--x c^ �o �i O� .y'S �.� 1 27' 210.55' _ — —— PROPERTY LINE . st F— X o �• �? 56.28' _ SURVEYS COMPLETED DECEMBER 19,2006;,46'THAT ALL � < �—x—� �� °o� s>��, >�' 30,402 sq.ft. oo �\ L� / ��o o �8.78' L Z CONCRETE MONUMENTS SHOWN THUS: .''";ACTUALLY EXIST AND g Q , z THEIR POSITIONS ARE :CORRECTLY SHOWN .AND ALL-DIMENSIONAL Ivy • 6 o 8' S> �• 00 � AND GEODETIC'DETAILS ARE CORRECT." � , • �`�� �`'� \ moo. s.3 L�° 9� s 30,892 sq.ft. / �' .�'. , \ ,+' " o HOUSE O HOUSE / w N o �. 34 t. a E y S1 1 � . 225 s f 3 8 24 10 E 351.90 O O � o\ �S �1`O o �` / q = �O1 N _ �� W� a� iryoh� 0' `�\ Os, �O 2 Co.- �,50' / �,3 0 30, _ �Q� w y ��� . ��, 3 % / >>. 29,101 sift. _ W Z ."�'h 2 9 �e°� �' 29 949 sq.ft. >d� �' / 1�, •"� S SEPTIC �S , > �o �' wn+`r 3 29,0115 sq.ft. o ,/ ti`O ��' F o Iy TANK I� (S. cV D� O O Q, '�' �' 1 FUTURE W Al. Q ^VL 31,310 sq.ft. o � o /� ,�'� 8p a I LEACHING Irc o /' .80 wN. 'Q \ POOL ��a . �' �' h �y 00' L=1 2.00' i MIN. ;�ha ; �3 HOWARD W. YOUNG, N.Y. L.S. N0.' 45893 �/� o y o r�/ �� � (.223 h/ 6� ��ti .,��fo0• S1028�53aE LEACHING 458�3 , OPEN SPACE PARCEL D 22 R�60.94' POOL O o � ..� ps a \,N 3g ^ �►Pi ,L L 7 9,804 sq.ft. a-' N y9.�'£ •�''�.� \�\ �' tt-216'1°9Q52 �� ��`0 W,659' sq.ft _.. _ _;_.._.. APB t _ _ _ 1 .8320 acres a 00, 8 ,\o`/ Soo• R=352.608' t' �� J� '1� '\ _' -WATER MAIN ROAD.._. - - — Z w OWNER o In 2 8 N r L=130.116 Z �o o rod q g.A- tACJREL LINKS, LTD. \P "� LP c/o CHARLES CUDDY, ESQ. °� �� �� P: 0. BOX 1547 z � w S18 241 WE co ° 31,298 sq.ft. f J .n`O o0 o a >o �f? 0 458.55' � ' o �' p �1 �,\°` ^.°�' o cPp po. RIVERHEAD, NEW YORK 11901 Ng� v,. . o J �`ro �� 30TT% ,9fi1 sq.ft. o�. - > 965� PLANNNG BOARD CERTIRCATION �' r� 8°0 p� OTT- 1 Z N ! \_ 30,973 sq.ft. 3 MASONRY °� �a 4� S r') 2$,66� $q.ft. ��1 $° MAf Q� € GARAGE FRAME O a� O. •GJ1 Asp, 67.0 1 rL�I ?yt. BLDG. :� o �� O Sp, 1206 THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BY > �� p R 62-54• THE TOWN-OF SOUTHOLD PLANNING-BOARD. ° z HOUSE El 104,339 sq.ft. t- ��, %. dM $ `�2 `��'� \Ca232 �' ---- �L CrICD 2.3953 acres 2RE L LINKS CD o R.\ Ql r, FR2AME ao �.� L=8.99' L=18E8.35� g8, t, 2T2 S s _ 00 p� BPgRN FRAME 31,314 sq.ft. 2 6 ep a Se R=582• 0' L=263.68 CHAIRPERSON ` L SD DATE OF APPROVAL BY At.,MattltUCk, Town of `Southold BLDG. 3 6 S-U ffofk -C-ou n t-y, Rew '`Yorl<C 31,298 sq.ft. Q e-g � , N19'20'00"W 554.17` >E—X x x 02 N \tee s� a 't'► 1000 ` 126 07 1 _ 1000 125 , ' 04 24.1 ` now or form�rfy X x \ 8 N 2a652 T000 T25 04 21 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Ruth D. Young now or formerly X S�' �- HAUPPAUCE-, KY. T600 1� � � .. 1�3J \� Jeanette C. Hommel DATE r X X � -- County Tax Map " District 1000 Section 125' 61ock 03 -Lot 17 I� w A w �w +• wri w w w w w w w w wW w w w w w w w w� >.w +! w w >,w w �r w w rf 1� w w w �e w w w w w w� w w w� w w w� w`�w w�l w aw w w� w w w w +w w i w �w nw THIS IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR O F 535 DEVELOPMENTT FOR LA!lREL LINKS IN THE TOWrF of SOUTMD wrll+-A I N X X TOTAL OF 31 LOTS WAS APPROVED ON THE ABOVE DATE. WATER SUPPLIES MATCH LINE SEE 5H EET 4 AND 'SEWAGE DISPOSAL FACILITIES MUST CONFORM TO CONSTRUCTION STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO SEPARATE PERMITS PURSUANT TO THOSE STANDARDS. THIS APPROVAL SHALL BE VAUD ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT IS HEREBY GIVEN FOR THE FILING OF THIS MAP ON WHICH THIS ENDORSEMENT APPEARS fM THE OFRCE OF THE C9UNT1�CLERIE li�h ACCORBANCE WHH5 PROVISIONS OF THE PUBLIC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY CODE. 5 .. j MAP'PREPA�REb DEC.' T9, ZOOO � , VI TO A. MINEI, P.E. �X��'. MONUMENT SET MONUMENT FOUND Q = STAKE SET �= STAKE FOUND DIRECTOR, DIVISION OF ENVIRONMENTAL QUALITY y . SCALE 1" = 100' is�x JOB NO. 97�-717 SHEET. DWG. 977T7r_1To6�firiaC..pfdf ' -- - — --- - -- -- - - - - - -_., { W (V Young & Young, Land Surveyors g8 400 Ostrander Avenue, Riverhead, New York 11901 �_ N 631-727-2303 Rags Alden W. Young, P.E. & L.S. (1908-1994), k;.. " Howard W. Young, Land Surveyor € c' ® Thomas C. Wolpert, Professional Engineer 46 (/� = SITE DATA { TOTAL AREA = 222.6317 ACRES ! • AREA PARCEL SOUTH OF L.I.R.R. = 217.6566 ACRES I ' 100 0 50 100 200 • AREA EAST PARCEL NORTH OF L.I.R.R. = 0.7478 ACRES i • AREA WEST PARCEL NORTH OF L.I.R.R. = 4.2273 ACRES o • TOTAL NUMBER OF LOTS = 31 TEST HOLE DATA • ZONING USE DISTRICT = A-C I 1 2 4¢i W TH#1 TH#2 TH#3L F 3 0.0' 0.0' 0.0' LOAM LOAM LOAM 0'2. Subdivision - "Section One of Property of George (.Tuthill & Others" �•�� ' Suffolk Count Ma No. 861 4.0' 4.0' 8w= ak x x x x x� yp Subdivision - Section One o—x x� Suffolk Cour / I I � I i@ oO ; SAND & SAND & SAND &- GRAVEL GRAVEL GRAVEL N .. �- M ' a now or former) z �J ,., I �O M_ ------- J J y n ENGINEERS CERTIFICATION __ - William F. Stewart ,------'--- ,--- J ° & Rita P. Stewart now or former) ° ' °now or former) N , Zx X---X-- ------------1- - __ _--- -- y (I � �_Bert G. Lewis Jr. o nppw or formerly W now or formerly ' N N �x 2 now or formerly I now or formerly Li ---'-M--`--Mton4os-Fe# -------__—_1—__ ___— $fi g C6unt Of Suffolk o now or formerly now or formerly M F- George H. Krabel °� I =-o \ S18'40'00"E y Laura Magill I J Richard Magill Manuel Vdokakes & ; o X & Carol M. Krabel a R,uthanne Woodhull I & Vaios Mavidis O now or formerly now or forr "I HEREBY CERTIFY THAT THE WATER SUPPLY(S) AND/OR �� \ 10 o , , N 18.0' 18.0' 18.0' SEWAGE DISPOSAL SYSTEMS FOR THIS PROJECT WERE DESIGNED ' z 203182' Margaret Vdokakes I � o , o John A. McEvoy I o Steven Bas; ( ) ` H S13'45'S0"E I ---------L --_x__ x I S18'31'50"E J J o 1 J Charlene Dea BY ME OR UNDER MY DIRECTION. BASED UPON A CAREFUL AND S ( now or formerly 660.4T '- `-- -- THOROUGH STUDY OF THE SOIL SITE AND GROUNDWATER �a \ Z N ASPHALT DRIVEWAY CHAIN LINIK FENCE S12' E Lot �4 CONDITIONS, ALL LOTS, AS PROPOSED, CONFORM K 34 00" \ / I 773 Mandl Family Flu 28 COUNTY DEPARTMENT OF HEALTH SERVICES C I 42' J � Revocable Trust a o i \\ o I o i POST&RAIL FENCE STANDARDS IN EFFECT AS OF THIS DATE". Q� �C �•Y y I \ I POND & \ WETLANDS SHED TO BE 2 *� I \ REMOVED \ HOWARD W. 'YOUNG, N.Y.S. L.S. NO. 45893n 61483 P� a i \\ N THOMAS C. WOLPERT, N.Y.S. P.E. NO. 61483 SURVEYOR'S CERTIFICATION o S09 54'53"E v, ,". W 137, Q 40.19' ^ I i W "I HEREBY CERTIFY THAT ALL LOTS SHOWN ON THIS PLATto .� ,. I = COMPLY WITH THE BUILDING ZONE ORDINANCE OF THE TOWN OF I� N - =' RIVERHEAD EXCEPT AS MODIFIED PURSUANT TO SECTION 278 OF THE TOWN iAW AND ARTICLE XVIII OF THE CODE OF THE TOWN OF, - N I LU TYPICAL PLOT PLAN SOUTHOLD." IF `� I^ "DIMENSIONAL REQUIREMENTS FOR ALL LOTS SHALL CONFORM TO , _ "$ IN W w W �o Q THE "R-40 ZONING USE DISTRICT." W I HEREBY CERTIFY THAT THIS MAP WAS MADE FROM ACTUAL ��� '� c 3 z PROPERTY LINE SURVEYS COMPLETED DECEMBER 19,2000 AND THAT ALL N Z W CONCRETE MONUMENTS SHOWN THUS: ■ ACTUALLY EXIST AND o LO P ( 0 154.6442 acres J Z THEIR POSITIONS ARE CORRECTLY.SHOWN AND ALL DIMENSIONAL s 1 N Z _ AND GEODETIC DETAILS ARE CORRECT." .; a W aeHOUSE HOUSE NEI/�/� tJ �Ny J (.-O SEPTIC I 0^0 TANKFUTUREto I� Sj LEACHINGo GARAGE TO �0'00 L_ 19 Pool ILBE REMOVED `S8• ; 3 HOWARD W. 'YOUNG, N.Y.S. L.S. N0. 45893 a ,� o LEACHING POOL _ �' -.._.._.._. _.._.._.._.�_.,_.._.._.._.._.._.._ _.._ ._.._ LAND I z o S16'S3'40'E 2375.00' .62' �"�� d? / WATER MAIN ROAD __ OWNER f Q - -- N16'53'40"W --- 228.12 —Ls- WATER MAIN 1 A jt, g 2s� �f/ �ssos LAUREL LINKS, LTD. ' R=25.00' `' �' 1 0 C) c/o CHARLES CUDDY, ESQ. § ( 1..L 6 aD\ i L=39.23 9 P. 0. BOX 1547Qr` gyp\ �q�'61' RIVERHEAD, NEW YORK 11901 PLANNING BOARD CERTIFICATON U 1 6 \ 4 € Q w v� L= 74.0 Nam\ °°- ti� F MAP OF _� Q S\ •�6 THIS IS TO CERTIFY THAT THIS SUBDIVISION PLAT HAS BEEN APPROVED BY to °O\ �� h1 THE TOWN OF SOUTHOLD PLANNING BOARD. `fz z L=882.58' LAUREL' LINKS �� W �265 0o 2g8.45' • BARN TO BE j o ■ DATE OF APPROVAL BY x x X--, REMOVED ;; �'\ o At Mattituck, Town of Southold CHAIRPERSON �A N �� Suffolk County, New York OD s cos X £ ��• X f 0 �61, 1000 126 07 1 o \\ 3 moo, 31,910 sq.ft. 1000 125 . 04 24.1 . .�• � �•• � � � � � � +� .�. � � � � � � � 'mow � ws./ w ' � � � SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000 125 04 21 x +�#3 ° / HAUPPAUGE, N.Y. 1000 125 03 13 \ MATCH LINE 5EE SHEET 5 �� �� 1000 125 03 >' ,15 v1 h °o , 2 30,866 sq.ft. �r'� DATE - - County Tax Map District 1000 Section 125 Blocs 0317. N X.I Z LP tN Q °. ��6.1 1 �r o 0 �l �,�453.84. �� i9�+�v`. THIS. IS TO CERTIFY THAT THE PROPOSED REALTY SUBDIVISION OR t �\ ? 190 a DEVELOPMENT FOR LAUREL LINKS IN THE TOWN OF SOUTHOLD WITH A FINAL 30,523 sq.ft. o „ X Tc°�-\ io c�N h \� �� 1`133�5fi•13 w `�Ps\� AND SEWAGE TOTAL OF IDISPOSAL FACILITIES MUST CONFORM LOTS WAS APPROVED ON THE TO CONSTRUCTION DATE. WATER PPUES \ 11 \ �� STANDARDS IN EFFECT AT THE TIME OF CONSTRUCTION AND ARE SUBJECT TO \ U ` SEPARATE PERMITS PURSUANT TO THOSE STANDARDS. THIS APPROVAL SHALL N23.17'46"W 180.00, I BE VALID ONLY IF THE REALTY SUBDIVISION OR DEVELOPMENT MAP IS DULY W X I io FILED WITH THE COUNTY CLERK WITHIN ONE YEAR OF THIS DATE. CONSENT IS (o h� HEREBY GIVEkt FOR THE FIUNG OF THIS MAP ON WHtCH THIS ENDORSEMENT a !oM I 1\�' � APPEARS IN THE OFFICE OF THE COUNTY CLERK IN ACCORDANCE WITH �< 5 r '� r� PROVISIONS OF THE PUBLIC HEALTH LAW AND THE SUFFOLK COUNTY SANITARY z r. N rl X X X \� ,9 R� i oo� CODE. �� �� 40,542 sq.ft. •oy MAP PREPARED DEC. 19, 2000. 10 I 1(r1 N °�. 30,907 sq.ft. r-wo �� r- '�� _ _VITO A. MINE[, P.E. ��IN \ ^� DIRECTOR, DIVISION OF ENVIRONMENTAL QUALITY SCALE 1"`= 100' b�Y J ' ' 0 MONUMENT SET = MONUMENT FOUND A = STAKE SET == STAKE FOUND • JOB NO. 97-717 SHEET_ $ t , DWG. 97717...1to6_final-plot O�oSVFFO(�►C® Town Hall Albert J.Krupski,President ti� oy 53095 Main Road James King,Vice,President ® .fit P.O.Box 1179 Henry Smith y Southold,New York 11971 Artie Foster p Ken Poliwoda y Telephone(516) 765-18q2 ��� .��® Fax(516) 765-1823 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD TO: Melissa Spiro, Senior Planner FROM: Albert J. Krupski, Jr., Town-Trustees DATE: March 24, 2000 RE: Proposed Subdivision for Laurel Links, Ltd. After reviewing the survey received, we found part of the project to be within 75' of the wetlands near the south side of the site. The Southold Town Board of Trustees would like to see how the project would affect the wetlands in this area, by way of a wetland permit. PLANNING B AR MEMBERS g4FFOIc BENNETT� � RLO. SKI,JR.. �� �G Town Hall, 53095 State Route 25 Chairman = 'yJ► P.O. Box 1179 WILLLAIVI J.CREMERS y Southold, New York 11971-0959 KENNETH.L..E WARDS u� T Fax(631) 765-3136 GEORGE RITCHIE THAM,JR. Dy �� Telephone (631) 765-1938 RICHARU G. ARD . PLANNING BOARD OFFICE TOWN OF SOUTHOLD TO: Albert Krupski, Town Trustees FROM: . Melissa Spiro, Senior Planner / %w RE: Proposed Subdivision and Site Plan for Laurel Links, Ltd. SCTM# 1000-12573-13, 15, 17 & 1000-125-4-21, 24.1 & 1000-126-7-1 DATE: March 7, 2000 The Planning Board has received both a subdivision application and a site plan application for the above mentioned project. The project was referred to your office on July 7, 1998. The Planning Board received your report on August 21, 1998. On March 6, 2000, the Planning Board granted a Negative Declaration on the project and granted conditional sketch approval on the subdivision. I have enclosed the following: 1. A copy of the Planning Board's resolution which describes the projects and the approvals; 2. A copy of the subdivision plan last dated January 19, 2000; 3. A copy of the site plan last dated January 19, 2000. Please review the project and advise as to whether the Town Trustees will have any further involvement in the project. Thank you in advance for your assistance. PLANNING BOARD MEMBERS �1;4SUFFQ(�-c BENNETT ORLOWSKI,JR. O OG Town Hall, 53095 State Route 25 Chairman =� 'L� P.O. Box 1179 WILLIAM J.CREMERS CODSouthold, New York 11971-0959 KENNETH L.EDWARDS Fax(631) 765-3136 GEORGE RITCHIE LATHAM,JR. • Telephone(631) 765-1938 RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 7, 2000 Charles Cuddy, Esq. P.O. Box 1547 Riverhead, NY 11901 RE: Proposed Subdivision and Site Plan for Laurel Links, Ltd. SCTM# 1000-125-3-13, 15, 17 & SCTM# 1000-125-4-21, 24.1 & SCTM# 1000-126-7-1 Dear Mr. Cuddy: The following resolutions were adopted by the Southold Town Planning Board at a meeting held on Monday, March 6, 2000: RESOLUTION #1: This motion pertains to both the subdivision application and the site plan application. WHEREAS, the Laurel Links project includes both a subdivision application and a site plan application; and WHEREAS, the subdivision application consists of a proposal for 31 lots; Lots 1-29 are clustered residential lots, Lot 30 is a 2.39 acre parcel shown as a Golf Course Maintenance area, Lot 31 is a 154.66 acre parcel shown as a Golf Course; and WHEREAS, the site plan application consists of the Golf Course Maintenance Area which is to be located on Lot 30 and the Golf Course, which includes a club house, parking areas, a pool, tennis courts, maintenance buildings, a pump house, a halfway house and a Superintendent's Residence, all to be located on Lot 31; and WHEREAS, the Planning Board and the Planning Board's Consultant, Charles Voorhis of Nelson, Pope &Voorhis, LLC, have reviewed the EAF Part III which was submitted in connection with the above-referenced project; and Laurel Links - 3/6/00 - Page Two WHEREAS, the EAF Part III indicates that implementation of certain mitigation measures will occur during the site plan and subdivision review process; and WHEREAS a list of the mitigation items and the recommended mechanisms by which each mitigation should be implemented is included in the report dated February 17, 2000, prepared by Charles Voorhis; and WHEREAS, the Planning Board will ensure that the implementation of certain design, maintenance and operational practices, as outlined in the February 17, 2000 report, are incorporated into the project by including the design, maintenance and operational practices as part of any approval of the subdivision or site plan; and WHEREAS, for the record, as per a letter dated March 1, 2000, from Howard Young, of Young and Young, there was a typographical error in regard to the area of the Golf Course Lot (Lot#31). The correct area is 154.66 acres, and the correction in no way effects the yield or any other aspect of the project. All future plans will reflect the corrected lot area; be it therefore RESOLVED that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, assumes lead agency, and as lead agency makes a determination of non-significance, and grants a Negative Declaration. The reasons supporting the Negative Declaration are outlined in the Negative Declaration. RESOLUTION #2: This motion pertains to the subdivision application. WHEREAS, the Yield Plan dated April 21, 1998, shows 29 residential lots in addition to the Golf Course lot for a total of 30 lots; and WHEREAS, one of the 29 lots shown on the Yield Plan dated April 21, 1998 (Lot#3 on Yield Plan) is proposed as Golf Course Maintenance on the Cluster Plan dated January 19, 2000 (Lot#30 on Cluster Plan) and therefore can not be counted as part of the density for a residential lot; and WHEREAS, since the subdivision proposal is for a total of 31 lots: 29 residential lots in addition the Golf Course lot (Lot#31 on Cluster Plan) and the Golf Course Maintenance lot (Lot#30 on Cluster Plan), the yield shown on the cluster subdivision plan exceeds the Yield Plan by one (1) lot; and Laurel Links - 3/6/00 - Page Three WHEREAS, the Planning Board reviewed this fact, and determined that for density purposes, there was sufficient area within the Golf Course parcel to allow for another 2 acre residential lot; and WHEREAS, the Planning Board decided that they would not require that the Yield Plan be revised to show the additional 2 acre lot, but that they would require that the applicant revise the cluster plan to include an additional 2 acres of Open Space to account for the density of the additional 2 acre lot; and WHEREAS, the original cluster plan was revised, and the Cluster Plan dated January 19, 2000, includes an additional 2 acres of Open Space; and WHEREAS, for the record, as per a letter dated March 1, 2000, from Howard Young, of Young and Young, there was a typographical error in regard to the area of the Golf Course Lot (Lot#31). The correct area is 154.66 acres, and the correction in no way effects the yield or any other aspect of the project. All future plans will reflect the corrected lot area; be it therefore RESOLVED that the Planning Board accepts the Yield Plan dated April 21, 1998, for purposes of calculating density. RESOLUTION #3: Pertains to subdivision application. WHEREAS, the applicant presented the preliminary subdivision plans for the Laurel Links subdivision prior to the Planning Board making a Sketch Plan Determination; and WHEREAS, as per correspondence dated November 16, 1999, from Charles Cuddy, the applicant acknowledges that the preliminary time frame did not start by the submission of the Preliminary Map; and WHEREAS, the Zoning Board of Appeals granted a Special Exception (Appl. No. 4624, December 10, 1998) for a golf course, a golf club house, and related golf facilities and amenities, including but not limited to tennis courts and a swimming pool, subject to 3 conditions: 1. That the Board of Appeals reserves the right to reopen the public hearing on the application in the event that the Lead Agency issues a Positive Declaration under SEQRA. Laurel Links - 3/6/00 - Page Four 2. That a steel gate shall be located across the proposed emergency access and shall not extend 100 ft. past the proposed Superintendent's driveway area. 3. That no construction or work vehicles shall use the proposed emergency access, and the emergency access shall only be used for fire and other emergency purposes (not for general public or private use); and WHEREAS, for the record, as per a letter dated March 1, 2000, from Howard Young, of Young and Young, there was a typographical error in regard to the area of the Golf Course Lot (Lot#31). The correct area is 154.66 acres, and the correction in no way effects the yield or any other aspect of the project. All future plans will reflect the corrected lot area; BE IT THEREFORE RESOLVED that the Southold Town Planning Board grant sketch approval on the map dated January 19, 2000 with the following conditions: 1. There shall be no further subdivision of any lot within the subdivision, including the Golf Course Lot (Lot#31), in perpetuity. This restriction must be included in a Declaration of Covenants and Restrictions. 2. The emergency access shall be 15' wide and shall be used for access to the Superintendent's House and for emergency purposes only. All conditions of the ZBA decision shall apply to the emergency access. 3. Open Space Parcel "B" shall be revised so that the outermost boundary of the open space parcel is at least 75' feet from the wetland area. The following items must be addressed before the preliminary hearing will be scheduled: A. There are 4 areas of Open Space included in the proposal. (North side LIRR, surrounding residential development and surrounding wetland area.) The open space parcels have been created as part of the cluster requirements. In accordance with the cluster regulations, there shall be no development or structures allowed within the open space areas. Draft restrictions for each area of Open Space must be submitted for the Planning Board's review and approval. B. The LIRR separates the Golf Course Maintenance Lot from the Golf Course Lot. The issue of crossing the LIRR must be addressed and approved by the LIRR. Laurel Links - 3/6/00 - Page Five C. The zone of the parcel is A-C. Some of the maps note that the parcel is R-80. This must be corrected. The Preliminary Plans dated January 19, 2000 (four sheets including Lot Layout, Road Drainage, Details and Profiles) have been referred to the following for review: - Nelson, Pope &Voorhis, for road and-drainage review and for preparation of a bond estimate. - The Suffolk County Planning Commission. - The Town Trustees. - The Mattituck Fire Department. It is likely that the Planning Board will require additional covenants and restrictions upon receipt of the above-mentioned reports. The preliminary hearing will not be scheduled until the Planning Board receives and reviews the road and drainage report, the Suffolk County Planning Commission report, the report from the Town Trustees and above mentioned items A-C are addressed. The proposal includes 6 tax lots. Three of the parcels are contiguous parcels on the south side of the Long Island Rail Road. The Planning Board will be requiring that the tax lots be merged prior to any final approval. The deed for a parcel located on the south side of Peconic Bay Boulevard (SCTM# 1000-128-6-3) was submitted with the Laurel Links application. The applicant has stated that they own a half interest in this bay-front parcel with the Delmar Drive Civic Association, and that they will convey the beach front to the civic association and surrender any right to use that parcel. The Planning Board will be requiring that this be completed prior to any final subdivision approval. The Planning Board has reviewed the property and has decided that it is inadequate in size for a reservation of land for park and playground use. Therefore, a cash payment in lieu of land reservation will be required as per Section A106-38(e) of the Town Code. The amount to be deposited with the Town Board shall be $58,000 (two thousand dollars per vacant lot in the subdivision). Payment is required prior to any final endorsement of the subdivision. Laurel Links - 3/6/00 - Page Six Please contact Melissa Spiro, Senior Planner, if you have any questions regarding the above. Sincerely, Bennett,Orlowski, Jr. nljs Chairman enc. 2/17/00 EAF Part III review 3/6/00 SEQR Negative Declaration 3/1/00 Young & Young letter I tk 4- A NELSON, POPE & VOORHIS, LLC 1 E N V I R O N M E N T A L P L A N N I N G C O N S U L T I N G II CHARLES J.VOORHIS.CEP.AICP•ARTHUR J.KOERBER,P.E. VINCENT G.DONNELLY,P.E. •VICTOR BERT.P.E.•JOSEPH R.EPIFANIA,RE:-R9BERT G.NELSON.JR.P.E. N. •CHRISTOPHER W.ROBINSON.P.E. February 17, 2000 Melissa Spiro, Senior Planner Town of Southold Planning Board Office Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 Re: Laurel Links SCTM 1000-125-3-13, 15 & 17; 125-4-21 &24.1; 126-7-1 NP&V#98166 Dear Ms. Spiro: We have competed the review of the EAF Part III submitted in connection with the above referenced project. Overall, the Part III is responsive in providing the information needed to complete the review of this.project. The document addresses our prior review letter of February 1, 1999, and the preceding review documents. The Part III has been amended to include further analysis of Archaeological Resources and Groundwater Resources in addition to the prior issues addressed including topography/grading, geology/soils, ecology/wetlands, transportation and land use/zoning. Based on this review, and provided the.Planning Board is in agreement, we believe .that the project will not cause a significant adverse impact 'on `the environment. The following are the reasons that support- this conclusion: 1. Topography and Grading. The cut and fill quantities on site will be balanced such that there will be no importation or exportation of material. The Town has received a subdivision 'plan'and a site plan which will be subject.to detailed engineering and drainage review to ensure that the project conforms with Town drainage:and grading requirements.'. . 2.. Geology and Soils. The site plan includes drainage and erosion:control measur..es'to ensure-thai erodable.soils do not cause sediment transport or sedimentation. Natural buffers are provided around sensitive site features.such as wetlands, and all.buffers will be maintained within open space parcels, while erosion control measures will be implemented as part of the site development plan. The project will include the preparation of a Storm Water Pollution Prevention Plan to be incorporated into site plan applications. 3. Ecology and Wetlands. Based on the plan 38.49 acres of open space will be preserved on the subject parcel. A 20.09 acre area will encompass the freshwater wetland feature at the southwest part of the site, with substantial setbacks and buffer area protection included. No activity will be permitted to occur within 75, feet of the wetlands, a setback area that will be preserved as a naturally vegetated buffer. The action is not expected to require a Town Trustees wetlands permit under Chapter 97 as activity is 75 feet from the wetlands; however, the Trustees should be contacted to verify this. The _action will require a NYS Department of Environmental Conservation Wetlands Permit under. Article 24, prior to any activity occurring with 100 feet of NYS designated freshwater wetlands. Nearly 4 acres of additional surface waters will be created on the site, and some ecological value is expected to be derived from these.features. A landscape 572 WALT WHITMAN.ROAO. MELVILLE. NY 11747-el ea (61 B) 427-66e6 FAX (61 61 42776620 Laurel Links Laurel,Town of Southold plan will be required as part of the site plan review process to ensure that appropriate species and transitions between surface water and turfed areas are provided. 4. Water Resources. A detailed Integrated Turfgrass Management Plan was developed including appropriate pest management practices, fertilizer management practices, soil sampling and risk assessment. The Superintendent of the golf course will follow best management practices using the Integrated Turfgrass Management Plan. Potential impacts were evaluated using mass-balance nitrogen load simulation and a complete groundwater resource evaluation, and it was determined that the project would not adversely affect groundwater. Surface water would be created on the site in the form of ponds, and existing surface water and wetlands on site would be buffered. The owner/operator of the golf course will enter into joint agreement with the Town and the Suffolk County Water Authority for continued groundwater monitoring of the golf course. 5. Historic/Archaeological Resources. A Stage IA/IB cultural resource assessment was completed including archival search and systematic subsurface testing of the property with screening of soils for cultural evidence. No significant cultural material was found and based on a study which conforms to recognized methodologies, it was concluded that the project would not impact historic or archaeological resources. 6. Transportation Resources. Project generated traffic was determined using trip generation factors applied to the development components. The site access is not at a congested location and adequate sight distance and.road curvature is present in the design to allow safe ingress/egress:at- the site. The NYS Dept. of Transportation will review and approve the road opening application. 7. Land Use and Zoning. The density of the project is consistent with zoning. The residential use is clustered to provide surrounding open space. Overall 38.49 acres of open space will be preserved, not including the golf course. The golf course use will minimize structural improvements on the site and will provide an appropriate transition with.adjacent uses. Attached for your consideration, please find a draft Negative Declaration for the Laurel Links project. Please review this document, and utilize same for the completion of the SEQRA process by adopting it and filing it in accordance with.-the Notice and Filing Requirements contained in Part 617, or feel free to contact me to review any questions you may have. The Part III indicates that implementation.of certain mitigation measures will occur during the site plan review process. In addition, the implementation of certain design, maintenance and operational practices that are incorporated into the project as mitigation, relies on further action of the Board to-ensure completion. As a result, we have prepared a list of these items and the recommended mechanism by which each mitigation should be implemented. 1. A comprehensive soil testing program shall be performed-on those areas of the site which had been farmed, in order to determine whether long-term agricultural chemical usage has impacted these soils to a significant degree. The NYS Department of Health guidelines for such programs shall be utilized in this procedure. The Planning Board approval could make this a condition of approval. We have expertise in reviewing and performing this type of study, and can assist. This program should be performed after Planning Board approval and prior to onset of construction activities. 2. The Applicant shall undertake the recommended test well monitoring program described in the SCWA letter (dated July 20, 1999), and in the July, 1999 document, "Ground Water Resource Evaluation for The Laurel Links Residential Development and Golf Course, Southold, New York" (prepared by CA Rich Consultants, Inc.; both items contained in the revised EAF Part III). This test well monitoring program would be satisfied by the groundwater monitoring program described in Item 4 below. Page 2 �7 Laurel Links Laurel,Town of Southold 3. The project will require a NYSDEC Freshwater wetlands permit. Activity appears to be 75' from the freshwater wetlands in the area of the 8 h hole. While we believe that a permit would be issued, we would prefer to see grading removed to no closer than 100' to wetlands. The wetlands line must be accepted by NYSDEC and a permit or letter of no-jurisdiction is needed. In addition, any activity within 75' requires a permit from the Southold Trustees under Chapter 97. The Planning Board approval should make note of the need to obtain State and Town permits. 4. The Applicant shall provide a framework for a groundwater monitoring program to ensure that accountability for potential impacts to groundwater quality due to use of golf course-related chemicals is provided. This program shall be undertaken and funded by the Applicant, via a three- party contract between the Applicant, the Town-and SCWA. An example of such a contract is attached, and I understand that you spoke with SCWA and they are willing to assist with such a program. Attached is a format for such a contract that has been used by SCWA in the past. The monitoring program should include a specific procedure whereby the Town and SCWA are regularly issued the results of golf course monitoring well tests. Notification will include the type(s), amounts, .locations, areal extent, purpose and any other information deemed appropriate in regard to the application of chemicals performed since the previous issuance of test results, to enable the correlation of chemical use and groundwater quality impacts, if any. This program could be made a condition of Planning Board approval, requiring the Applicant to enter into a program with the SCWA and Town. 5. All the recommended procedures specified in the Integrated Turfgrass Management Program (ITMP) shall be followed; these include the procedures regarding the storage, preparation, application and disposal of wastes related to fertilizers and/or pesticides. Implementation of these procedures shall be made a part of the'three-party contract between the Applicant, the Town and-SCWA. 6. The Applicant shall be responsible for the preparation and adherence to the Storm Water Pollution Prevention Plan (SWPPP), to be prepared prior to the onset of construction, and which procedures shall apply throughout the construction and occupation phases. This shall be made a part of the Town's review of the Grading Plan, during the Site Plan review process. We will include this in our comments on the grading and drainage plan,but you may wish to notify the Applicant to be sure this is included on the plan. 7. To the greatest extent practicable, the Site Plan shall feature the Applicant's proposed "balance" of . excavated soils, so that no soils shall be removed from the site. This shall be'made a part of the Town's review of the Grading Plan, during the Site Plan review process. 8. As specified in the EAF Part III, surface soils disturbed by grading operations shall be stockpiled and properly protected from erosion, until such time that this material can be replaced for landscaping purposes. This shall be made a part of the Town's review of the Grading Plan, during the Site Plan review process. 9. As recommended in the document, "Ground Water Resource Evaluation for The Laurel Links Residential Development and Golf Course, Southold, New York" (prepared by CA Rich Consultants, Inc. as part of the revised EAF Part III), the following mitigation measures shall be provided by the Applicant, for the existing and/or any future on-site irrigation wells • The well depths should be accurately measured; The wells should be pump-tested to determine their true yield; • The wells should be registered with the NYSDEC; and, Page 3 YJ Laurel Links Laurel,Town of Southold • The chloride concentration should be monitored closely. NYSDEC well permit requirements should be sufficient to address this issue. 10. The following was recommended by the Applicant in the Part III document: Development of a local hydrologic baseline is suggested to determine whether the planned irrigation system will have any significant adverse impacts upon the water levels and water quality of nearby, off-site homeowners' wells. This mitigation measure shall be provided, as part of the three-party contract between the Applicant, the Town and SCWA. 11. As recommended in the document, "Addendum Number 1, Ground Water Resource Evaluation for The Laurel Links Residential Development and Golf Course, Southold, New York" (prepared by CA Rich Consultants, Inc. as part of the revised EAF Part III), the following mitigation measures shall be provided for the existing and/or any future on-site irrigation wells: We do suggest that the irrigation demand experienced at the Laurel Links, following its full build- out,be thoroughly metered, and periodically sampled, to establish an actual physical record of the quantity(and continued quality) of long-term pumpage. This mitigation measure shall be provided, as part of the three-party contract between the Applicant, the Town and SCWA. 12. The Applicant shall provide the.additional vegetation enhancement in the buffer along the wetland system in the northeastern corner of the property, as specified in the revised EAF Part III. We recommend that the Applicant be advised that a detailed landscaping plan is required. The landscape plan should identify ground cover, maintenance practice, revegetation of buffers, plant-soil stabilization,particularly near the 8`'hole where grading will occur in proximity to wetlands. Implementation of the above-listed mitigation measures via the recommended mechanisms would allow for the development of the site while protecting the natural and human resources of the Town. The Laurel Links project is a model development in terms' of open space, wetlands protection, recreational opportunities, and residential housing opportunities at a reduced yield in an attractive setting. The development must occur in a sensitive manner, and the maintenance and operation of the.golf course is critical to maintaining environmental quality. I appreciate the opportunity to provide you with these comments. Please feel free to call if you have any questions or wish any further input with respect to this matter. Very truly yours, NELSO , WCEP, AICP LC rles J. Voo is, Managing Partner Page 4 o Nn, ATV GROUNDWATER MONITORING AGREEMENT This agreement is made on . 1998 between ,'hereinafter"Owner") and the Suffolk County Water Authority, 4060 Sunrise Highway, Oakdale, New York (hereinafter"SCWA"). For the consideration subsequently named and in consideration of the approval of the use of the premises, hereinafter referenced, as a golf course with Declarations of Covenants and Restrictions, attached hereto and made part hereof, the parties.agree as follows: Section I Groundwater Monitoring System Owner shall install, maintain and operate on the premises described in Schedule A, attached hereto and made part hereof, consisting of a golf course and related facilities, presently located at ,County of Suffolk, State of New York, at Owner's sole expense, groundwater monitoring wells at locations pursuant to Findings of the Town of attached hereto and made part hereof,and pursuant to the specifications described in Schedule D attached hereto and made part hereof, and referred to as the groundwater monitoring system or the system. The groundwater monitoring system shall be sufficient to determine the effects. if any, of the landscape maintenance program on the groundwater at, under and emanating from said premises. Section II Entry on Premises Owner authorizes and empowers SCWA and its employees, agents or assigns to inspect the installation of the groundwater monitoring system on said premises and to make any inspections or tests of the system and to draw and test samples from the system, and for that purpose the SCWA shall have access to Owner's premises upon twenty-four hours notice prior to time of entry. Section III Inspection and Repair SCWA may make any inspections necessary to monitor the system. Owner shall make all inspection necessary for the upkeep of the system and shall make adjustments or repairs or otherwise correct any defects that may appear in any part of the system. Expenses for such upkeep to the system shall be paid by Owner. F Section IV Alteration or Restoration of Groundwater Monitoring System Equipment Owner shall use diligence to prevent any accident or interference with any of the parts or equipment of the groundwater monitoring system. If any part of the system is damaged or interfered with by any act not the fault of the SCWA, or if any change in the premises or use of the premises introduces new or special conditions, or if any alterations are made that may affect the operation or effectiveness of the system, Owner shall make such alterations to the system as are necessary to the system and shall pay the costs therefor. Section V Additions and Alterations to Premises If the groundwater monitoring system originally provided for under this agreement is rendered a partial or substandard system by additions or alterations to the premises, the system shall be expanded to cover such additions or alterations to the premises. Expenses for such alterations to the system shall be paid by Owner. Section VI Monitoring Schedule and Reporting Owner shall take samples from each groundwater monitoring well in accordance with the schedule prescribed by the Town of to detect any possible contamination due to the use of the premises as a golf course. If any groundwater monitoring well or wells show evidence of contamination due to the use of the premises as a golf course, more frequent monitoring may be required as reasonably determined by the SCWA. Notwithstanding the above, if any groundwater monitoring well or wells show evidence of contamination, a repeat sample will be taken to verify the existence of such contamination. Owner shall notify the SCWA and the Town of of the results of all monitoring tests and shall provide all laboratory documents related to such tests upon reasonable request. Section VII Enforcement If any test of the groundwater from said groundwater monitoring system, as confirmed by a repeat sample pursuant to Section VI, shows contamination that exceeds any standard or advisory for drinking water as established by the United States Environmental Protection Agency, the New York State Department of Health, the Suffolk County Department of Health Services, or any governmental agency with jurisdiction to establish drinking water standards in Suffolk County. due to the use of the premises as a golf course,Owner agrees to abate the activity that, upon reasonable inquiry, is determined to have caused or is determined to be the likely cause of such exeeedance. Owner agrees to cooperate with any such reasonable inquiry. Any inquiry or determination under this section shall be made by the Owner, its agents or assigns. Owner further agrees to remediate, at its own expense, any contamination caused by the use of the premises as a golf course to a level that no longer exceeds such standard or advisory. The Town of shall have any action at law or in equity available to it to enforce the terms of this agreement. Owner, its successors and assigns, shall be strictly liable for any damages incurred by the SCWA, its successors and assigns, resulting from the use of the premises as a golf course. Section VIII Arbitration Any disputes arising under this agreement pertaining to the installation,maintenance or condition of the groundwater monitoring system or pertaining to the frequency, accuracy, fees or costs of monitoring or testing between SCWA and the Owner shall be arbitrated by the American Arbitration Association or other agreed upon dispute resolution organization. Section IX Term of Agreement,Assignability This agreement shall remain in effect for so long as the premises or any part thereof shall continue to be used as a golf course and for a reasonable time thereafter so as to determine any latent effect of the prior golf course use. Owner may assign its rights or delegate its duties under this agreement only upon written consent of the Owner and SCWA. This agreement shall be binding upon and inure to the benefit of the parties hereto and their respective successors and assigns. Section X Interpretation Regardless of any contrary rule of construction, no provision of this agreement shall be construed in favor of one of the parties because it was drafted by the other party's attorney. No alleged ambiguity in this agreement shall be construed against the party whose attorney drafted it. If any provision of this agreement is ambiguous or shall be subject to two or more interpretations, one of which renders that provision invalid, then that provision shall be given such interpretation as would render it valid and be consistent with the purposes of this agreement as intended by the Town of f Section XI Headings The headings, titles and subtitles have been inserted solely for convenient reference and shall be ignored in its construction. In witness, the parties have executed this agreement'on the dates indicated below, and this agreement shall be effective as of the date first set forth above. Dated: by SUFFOLK COUNTY WATER AUTHORITY Dated: by TOWN OF Dated: _ by ACKNOWLEDGMENTS STATE OF NEW YORK; COUNTY OF SUFFOLK.) On this day of , 1998, before me came , to me known, who, being by me duly sworn, did depose and say that (s)he resides at , New York; that(s)he is the _ of , the corporation described in and which executed the foregoing instrument, that (s)he knows the seal of said corporation, and that (s)he signed this named thereto by like order. Notary Public STATE OF NEW YORK) ss.. COUNTY OF SUFFOLK) On this day of , 1998, before me came Michael A. LoGrande, to me known, who, being by me duly swom, did depose and say that he resides at Cutchogue, New York;that he is the Chairman and CEO of the Suffolk County Water Authority, the public benefit corporation described in and which executed the foregoing instrument, that he knows the seal of said public benefit corporation, and that he signed this named thereto by like order. Notary Public STATE OF NEW YORK) ss.: COUNTY OF SUFFOLK) On this day of , 1998,before me came to me known, who, being by me duly sworn, did depose and say that(s)he resides at ,New York; that (s)he is the of the Town of'. the municipal corporation described in and which executed the foregoing instrument, that (s)he knows the seal of said municipal corporation, and that (s)he signed this named thereto by like order. Notary Public L DECLARATIONS OF COVENANT AND RESTRICTIONS GROUNDWATER MANAGEMENT & MONITORING FOR GOLF COURSES THIS DECLARATION made this day of , by having its principal place of business at New York, hereinafter referred to as the "DECLARANT." WITNESSETH WHEREAS, DECLARANT is the owner in fee simple of real property located within a sole source aquifer that is particularly environmentally sensitive, which real property is more fully described in "Schedule A," annexed hereto. WHEREAS, application has been made to the Town of for its approval of the use of the above described real property as a golf course, and WHEREAS, the Town of has approved such use of said real property, provided, however, that this Declaration be recorded as against the said real property in the Suffolk County Clerk's Office and the Declarations contained herein be fully complied with. NOW THEREFORE, DECLARANT warrants, declares and represents that the above described real property is held subject to the following Covenants and Restrictions: 1. DECLARANT, its successors,lessees, occupants and/or assigns represent that they are aware of the requirement set forth in the GROUNDWATER MONITORING AGREEMENT which sets forth the terms for the placing of certain groundwater monitoring wells at specified locations on said real property and for monitoring the quality of the groundwater of said groundwater monitoring wells at regular intervals. 2. Should there:be any change in the operation or use of said real property_ DECLARANT, its successors, lessees,occupants and/or assigns must notify the Town of and the Suffolk County Water Authority as hereinafter provided. 3. DECLARANT, its successors, lessees, occupants and/or assigns agree that at its own cost and expense it shall install monitoring wells as per specifications of the Groundwater Monitoring Agreement. DECLARANT, its successors, lessees,occupants and/or assigns shall install or cause to be installed said monitoring wells in conformance with the reasonable requirements of the Suffolk County Water Authority, at its own cost and expense. 4. All fee owners, tenants or occupants or other persons in possession of the subject premises shall, with reasonable notice, during normal working hours,provide access and entry to the subject premises. buildings and facilities to authorized and appropriate Suffolk County Water Authority personnel or agents to inspect said monitoring wells and to take samples therefrom. 5. All notifications required to be given hereunder to the Suffolk County Water Authority shall be in writing and addressed to the Chairman of the Authority Board and mailed or delivered to the Suffolk County Water Authority,4060 Sunrise Highway, Oakdale,New York 11769, or to such other designated person or entity as may be required. All notifications required to be given hereunder shall be in writing and addressed to Town of ,Town Clerk, , NY or to such designated person or entity as may be required. 6. DECLARANT, its successors, lessees, occupants and/or assigns shall set forth these covenants, agreements and declarations in any and all leases to occupants, tenants and/or lessees of the above described real property and shall, by their terms, subject same to the covenants and restrictions contained herein. Failure of the DECLARANT, its.successors, lessees, occupants and/or assigns to so condition the leases shall not invalidate their automatic subjugation to the Covenants and Restrictions. 7. All of the Covenants and Restrictions contained herein shall be construed to be in addition to and not in derogation of any provision of local, state and federal laws, ordinances, and/or regulations in effect at the time of execution of this agreement, or at the time such law, ordinances, and/or regulations may thereafter be revised,amended or promulgated. 8. The declarations set forth in the WHEREAS clauses contained herein shall be deeded and construed to be promises, covenants and restrictions as if fully repeated and set forth herein. 9. This document is made subject to the provisions of all laws required by law or by their provisions to be incorporated herein, and they are deemed to be incorporated herein and made a part hereof, as though fully set forth. 10. If any section,subsection,paragraph, clause,phrase or provision of these Covenants and Restrictions shall, by a court of competent jurisdiction,be adjudged illegal,unlawful, invalid or held to be unconstitutional, the same shall not affect the validity of the Covenants and Restrictions as a whole,or any other part or provision hereof other than the part so adjudged to be illegal, unlawful, invalid or unconstitutional. 11. These Covenants and Restrictions shall be enforceable by the Town of and by the Suffolk County Water Authority, by injunctive relief or any other remedy in equity or at law. The failure of said municipality or Suffolk County Water Authority to enforce the same shall not be deemed to affect the validity of this Covenant nor to impose any liability whatsoever upon said municipality or Suffolk County Water Authority or any officer or employee thereof. 12. Any violation of these Covenants and Restrictions shall cause the violator, in addition to any fines, penalties and/or forfeitures prescribed by law, to pay for any and all reasonable legal fees and expenseN incurred by the said municipality or the Suffolk County Water Authority in enforcing the Covenants and Restrictions contained herein. 13. These Covenants, and Restrictions shall run with the land and shall be binding upon the L 7 DECLARANT, its successors, lessees, occupants and/or assigns,and upon all persons or entities claiming under them and may be terminated, revoked or amended by the owner of the premises only with the written consent of said municipality and the Suffolk County Water Authority. L.S. by SUFFOLK COUNTY WATER AUTHORITY L.S. by TOWN OF L.S. by (, IR'� PLANNING BOARD MEMBERS �Ski FF0j f BENNETT ORLOWSKI,JR. Town Hall, 53095 State Route 25 Chairman /�� 'yam P.O. Box 1179 WILLIAM J.CREMERS Southold, New York 11971-0959 KENNETH L.EDWARDS ti Fax(631) 765-3136 v. GEORGE RITCHIE LATHAM,JR. • Telephone (631) 765-1938 RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD SEQR NEGATIVE DECLARATION Notice of Determination of Non-Significance Lead Agency: Town of Southold Planning Board Contact: Mr. Bennett Orlowski, Chairman Address: Town Hall, 53095 Main Road P.O. Box 1179 Southold,NY 11971 Date: February 18, 2000 This notice is issued pursuant to 6 NYCRR Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review — SEQR) of the Environmental Conservation Law and Chapter 44 of the Town Code of the Town of Southold. The lead agency has determined that the proposed action described below will not have a significant effect on the environment. Title of Action: Laurel Links Proposed Subdivision and Site Plan SEQR Status: Type I Action Description of Action: Creation of 31 lots by subdividing land totaling 222.85 acres. Lots 1-29 with sizes varying from 28,666 to 40,542 square feet are to be clustered in the central portion of the property and developed with detached single family units. Lot 31 (160.16 acres) is to be developed as an 18-hole not-for-profit golf course with tennis courts, pool, clubhouse, parking and a superintendents residence. Lot 30 totaling 2.39 acres would be used for maintenance facilities in conjunction with the golf course. Open space parcels A-E will be created as follows: Parcel A is comprised of 15.81 acres and surrounds the homesites as a separation between the golf use and the residential use; Parcel B is 20.09 acres in size and is a buffer which includes a natural wetland system on the site; Parcels C and D (0.75 and 1.84 acres respectively) are located along Main Road on the northh part of the site. Approximately 3.95 acres of new surface water will be created. Approximately 14 acres of existing woodland will be converted to golf course. Determination of Significance Laurel Links Subdivision and Site Plan,Mattituck Location: The project site is located south of NYS Route 25 (Main Road), east of the rear yard of homes fronting Delmar Drive, generally west of Bray Avenue, and generally north of Peconic Bay Boulevard. Primary access is provided from NYS Route 25, and emergency access only is provided from Peconic Bay Boulevard. SCTMNo.: 1000-125-3-13, 15 & 17 1000-125-4-21 &24.1 1000-126-7-1 Reasons Supporting This Determination: 1. The application has been reviewed pursuant to the Criteria for Determination of Significance contained in Part 617.7. Consideration has been given to information supplied by the applicant including a Environmental Assessment Form: Part III. 2. The Part III includes extensive data and analysis of the potential impacts associated with the proposed project. The document analyzes topographic and grading impacts, site ecology and habitats including wetlands, potential groundwater and surface water impacts, archaeological resource issues, transportation issues and land use and zoning, and also provides mitigation measures to minimize potential impacts that are inherent in the project. 3. Topography and Grading. The cut and fill quantities on site will be balanced such that there will be no importation or exportation of material. The Town has received a subdivision plan and a site plan which will be subject to detailed engineering and drainage review to ensure that the project conforms with Town drainage and grading requirements. 4. Geology and Soils. The site plan includes drainage and erosion control measures to ensure that erodable soils do not cause sediment transport or sedimentation. Natural buffers are provided around sensitive site features such as wetlands, and all buffers will be maintained within open space parcels, while erosion control measures will be implemented as part of the site development plan. The project will include the preparation of a Storm Water Pollution Prevention Plan to be incorporated into site plan applications. 5. Ecology and Wetlands. Based on the plan 38.49 acres of open space will be preserved on the subject parcel. A 20.09 acre area will encompass the freshwater wetland feature at the southwest part of the site, with substantial setbacks and buffer area protection included. No activity will be permitted to occur within 75 feet of the wetlands, a setback area that will be preserved as a naturally vegetated buffer. The action is not expected to require a Town Trustees wetlands permit under Chapter 97 as activity is 75 feet from the wetlands; however, the Trustees should be contacted to verify this. The action will require a NYS Page 2 of 4 Determination of Significance Laurel Links Subdivision and Site Plan,Mattituck Department of Environmental Conservation Wetlands Permit under Article 24, prior to any activity occurring with 100 feet of NYS designated freshwater wetlands. Nearly 4 acres of additional surface waters will be created on the site, and some ecological value is expected to be derived from these features. A landscape plan will be required as part of the site plan review process to ensure that appropriate species and transitions between surface water and turfed areas are provided. 6. Water Resources. A detailed Integrated Turfgrass Management Plan was developed including appropriate pest management practices, fertilizer management practices, soil sampling and risk assessment. The Superintendent of the golf courase will follow best management practices using the Integrated Turfgrass Management Plan. Potential impacts were evaluated using mass-balance nitrogen load simulation and a complete groundwater resource evaluation, and it was determined that the project would not adversely affect groundwater. Surface water would be created on the site in the form of ponds, and existing surface water and wetlands on site would be buffered. The owner/operator of the golf course will enter into joint agreement with the Town and the Suffolk County Water Authority for continued groundwater monitoring of the golf course. 7. Historic/Archaeological Resources. A Stage IA/IB cultural resource assessment was completed including archival search and systematic subsurface testing of the property with screening of soils for cultural evidence. No significant cultural material was found and based on a study which conforms to recognized methodologies, it was concluded that the project would not impact historic or archaeological resources. 8. Transportation Resources. Project generated traffic was determined using trip generation factors applied to the development components. The site access is not at a congested location and adequate sight distance and road curvature is present in the design to allow safe ingress/egress at the site. The NYS Dept. of Transportation will review and approve the road opening application. 9. Land Use and Zoning. The density of the project is consistent with zoning. The residential use is clustered to provide surrounding open space. Overall 38.49 acres of open space will be preserved, not including the golf course. The golf course use will minimize structural improvements on the site and will provide an appropriate transition with adjacent uses. Based upon a detailed evaluation of the potential impacts of the proposed project, and in comparing the project and this evaluation to the criteria for determining significance contained in SEQRA Part 617.7, it is determined that the project will not cause significant adverse impact on the environment and a Negative Declaration should be issued. Page 3 of 4 Determination of Significance Laurel Links Subdivision and Site Plan,Mattituck For Further Information Contact: Mr. Bennett Orlowski, Chairman Town of Southold, Planning Board Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 Telephone: (516) 765-1938 Copies of this Notice Sent to: Commissioner, NYSDEC° NYSDEC, Regional Office at Stony Brook' Town of Southold Supervisor's Office, Town Clerk of the Town of Southold . Suffolk County.Water Authority- Town of Southold Zoning Board of Appeals° Suffolk County Planning Commission NYS Dept. of Transportation Southold Town Trustees .- Applicant, Page 4 of 4 qg YOUNG&YOUNG P14nnin& Engineain9&(and Surveying 400 Ostrandet Avpnue Tnleplwnc(631) 727 2303 RivPrhaad, [11aw York't1901 Fle"Ie(691) 727.0 44 90WARD W.YDQNG,L4nd Su.ne4or T140MLO C.WOLPERT,Nrofuo,nei 6njineer JOHN SCHMURR,LsndSuneyor VIA FAX & REGULAR MAIL March 1, 2000 ATTN: Ms. Melissa Spiro Town of Southold Planning Board 53095 Main Road Southold, New York 11971 RE: LAUREL LINKS at Mattituck, T/O Southold, New York (97-0717) Dear Melissa: Thank you for bringing to our attention certain discrepancies in areas set forth on our latest plans for the above referenced project. A review of the plans and our survey information indicates that the area of Lot 31 (the golf course) should be 154.66 acres. This error was typographical In nature and in no way does it affect the yield or any other aspect of the project. We will make the necessary corrections to the plans so that the next submission will be correct. Please excuse any inconvenience this discrepancy may have caused. Very truly yours, HWY/rLJt Howard W. Young cc: Charles R. Cuddy, Esq. �s PLANNING BOA, D MEMBERS �SUFFO(,�c ✓ BENNETT ORLOWSKI,JR. Q� OG Town Hall, 53095 State Route 25 Chairman �� �� P.O. Box 1179 WILL J.1CREMERS y 1 Southold, New York 11971-0959 KENNE H L. EDWARDS �y. Fax (631) 765-3136 GEORGE RI, CHIE LATHAM,JR. Telephone (631) 765-1938 RIC b G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD SEQR NEGATIVE DECLARATION Notice of Determination of Non-Significance Lead Agency: Town of Southold Planning Board Contact: Mr. Bennett Orlowski, Chairman Address. Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 Date: February 18, 2000 This notice is issued pursuant to 6 NYCRR Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review — SEQR) of the Environmental Conservation Law and Chapter 44 of the Town Code of the Town of Southold. The lead agency has determined that the proposed action described below will not have a significant effect on the environment. Title of Action: Laurel Links Proposed Subdivision and Site Plan SEQR Status: Type I Action Description of Action: Creation of 31 lots by subdividing land totaling 222.85 acres. Lots 1-29 with sizes varying from 28,666 to 40,542 square feet are to be clustered in the central portion of the property and developed with detached single family units. Lot 31 (160.16 acres) is to be developed as an 18-hole not-for-profit golf course with tennis courts, pool, clubhouse, parking and a superintendents residence. Lot 30 totaling 2.39 acres would be used for maintenance facilities in conjunction with the golf course. Open space parcels A-E will be created as follows: Parcel A is comprised of 15.81 acres and surrounds the homesites as a separation between the golf use and the residential use; Parcel B is 20.09 acres in size and is a buffer which includes a natural wetland system on the site; Parcels C and D (0.75 and 1.84 acres respectively) are located along Main Road on the northh part of the site. Approximately 3.95 acres of new surface water will be created. Approximately 14 acres of existing woodland will be converted to golf course. Determination of Significance Laurel Links Subdivision and Site Plan,Mattituck Location: The project site is located south of NYS Route 25 (Main Road), east of the rear yard of homes fronting Delmar Drive, generally west of Bray Avenue, and generally north of Peconic Bay Boulevard. Primary access is provided from NYS Route 25, and emergency access only is provided from Peconic Bay Boulevard. SCTM No.: 1000-125-3-13, 15 & 17 1000-125-4-21 &24.1 1000-126-7-1 Reasons Supporting This Determination: 1. The application has been reviewed pursuant to the Criteria for Determination of Significance contained in Part 617.7. Consideration has been given to information supplied by the applicant including a Environmental Assessment Form: Part III. 2. The Part III includes extensive data and analysis of the potential impacts associated with the proposed project. The document analyzes topographic and grading impacts, site ecology and habitats including wetlands, potential groundwater and surface water impacts, archaeological resource issues, transportation issues and land use and zoning, and also provides mitigation measures to minimize potential impacts that are inherent in the project. 3. Topography and Grading. The cut and fill quantities on site will be balanced such that there will be no importation or exportation of material. The Town has received a subdivision plan and a site plan which will be subject to detailed engineering and drainage review to ensure that the project conforms with Town drainage and grading requirements. 4. Geology and Soils. The site plan includes drainage and erosion control measures to ensure that erodable soils do not cause sediment transport or sedimentation. Natural buffers are provided around sensitive site features such as wetlands, and all buffers will be maintained within open space parcels, while erosion control measures will be implemented as part of the site development plan. The project will include the preparation of a Storm Water Pollution Prevention Plan to be incorporated into site plan applications. 5. Ecology and Wetlands. Based on the plan 38.49 acres of open space will be preserved on the subject parcel. A 20.09 acre area will encompass the freshwater wetland feature at the southwest part of the site, with substantial setbacks and buffer area protection included. No activity will be permitted to occur within 75 feet of the wetlands, a setback area that will be preserved as a naturally vegetated buffer. The action is not expected to require a Town Trustees wetlands permit under Chapter 97 as activity is 75 feet from the wetlands; however, the Trustees should be contacted to verify this. The action will require a NYS Page 2 of 4 Determination of Significance Laurel Links Subdivision and Site Plan,Mattituck Department of Environmental Conservation Wetlands Permit under Article 24, prior to any activity occurring with 100 feet of NYS designated freshwater wetlands. Nearly 4 acres of additional surface waters will be created on the site, and some ecological value is expected to be derived from these features. A landscape plan will be required as part of the site plan review process to ensure that appropriate species and transitions between surface water and turfed.areas are provided. 6. Water Resources. A detailed Integrated Turfgrass Management Plan was developed including appropriate pest management practices, fertilizer management practices, soil sampling and risk assessment. The Superintendent of the golf courase will follow best management practices using the Integrated Turfgrass Management Plan. Potential impacts were evaluated using mass-balance nitrogen load simulation and a complete groundwater resource evaluation, and it was determined that the project would not adversely affect groundwater. Surface water would be created on the site in the form of ponds, and existing surface water and wetlands on site would be buffered. The owner/operator of the golf course will enter into joint agreement with the Town and the Suffolk County Water Authority for continued groundwater monitoring of the golf course. 7. Historic/Archaeological Resources. A Stage IA/IB cultural resource assessment was completed including archival search and systematic subsurface testing of the property with screening of soils for cultural evidence. No significant cultural material was found and based on a study which conforms to recognized methodologies, it was concluded that the project would not impact historic or archaeological resources. 8. Transportation Resources. Project generated traffic was determined using trip generation factors applied to the development components. The site access is not at a congested location and adequate sight distance and road curvature is present in the design to allow safe ingress/egress at the site. The NYS Dept. of Transportation will review and approve the road opening application. 9. Land Use and Zoning. The density of the project is consistent with zoning. The residential use is clustered to provide surrounding open space. Overall 38.49 acres of open space will be preserved, not including the golf course. The golf course use will minimize structural improvements on the site and will provide an appropriate transition with adjacent uses. Based upon a detailed evaluation of the potential impacts of the proposed project, and in comparing the project and this evaluation to the criteria for determining significance contained in SEQRA Part 617.7, it is determined that the project will not cause significant adverse impact on the environment and a Negative Declaration should be issued. Page 3 of 4 Determination of Significance Laurel Links Subdivision and Site Plan, Mattituck For Further Information Contact: Mr. Bennett Orlowski, Chairman Town of Southold, Planning Board Town Hall, 53095 Main Road P.O. Box 1179 Southold, NY 11971 Telephone: (516) 765-1938 Copies of this Notice Sent to: Commissioner, NYSDEC NYSDEC, Regional Office at Stony Brook Town of Southold Supervisor's Office Town Clerk of the Town of Southold Suffolk County.Water Authority Town of Southold Zoning Board of Appeals Suffolk County Planning Commission NYS Dept.. of Transportation Southold Town Trustees Applicant Page 4 of 4 Le.,s o, E Lot 25 DRAINAGE EASEMENT '1 I I I I R=25.0~ R=25.0.0, R=2B;09, ~o~ : R=25.09~ R=25.00 ~L=25.06' N 18'42'00# W PARCEL ~ AREA = 32556 S.F. ~' OR 0.75 ACRE ~ now or formerl Frank E.d Corlin 5 18q$' O" E 9.OT OPEN SPACE PARCEL D AREA = 80112 S.F. OR 1.84 ACRES 30 GOLF COURSE MAINTENANCE AREA =_104108 or 2.39 ACRES Subdivision-"Section 1 ofProperty of GeorgeJ Tuthill & Others" LOCATION MAP i ,.o~; ego ~L. [ Yo~.g & Young, £a~d $~mveyors County Mop No. 861 * LAUREL E1NKS .~ ~1~ I GOLF COURSE Kenneth Denston & Normo Denston _ Domfn,qk Pedni & Winlfred Perini now or,~,,,,=rly ~ ' ': , ,; , , AREA = 160.16 ACRES Kcthleen RaiNy , .,.:. .t .:, , . NEW PON~ ~ 30.523 sq.ft. ' ;~,~C°w 40.542 sq.ft. ~0' z 8 .- ~ D~ZNAGE EASEMEN~ 2 , 30,907 sq.fL I 4 .... ' 37,018 sq.ft. ~N " NE F x ~o~ POND i OPEN SPACE 5 ~ 1 7 ~ ~ o~- w Sl~ DATA AREA = 15.81 ACRES G b 29,484 sq.ft. ~ - ~ ~' AREA-= 222.85 ACRES C.& , - -2/ ¢~ ~' AREA OF OPEN SPACE P~CEL A = 15.81 ACRES 2 I 30,885 2 ' 3 20 I 9 " ..~.. . LENG~ OF ROADS = 52B6 L.F. ' 34.225 sq.ft. ., 30,046 sq.ft. --, 29,949 sq.ft. 29.015 sq.ft. ,_ _-- _--- --c ~ .-' ' -- - - - -- 122' "' ~ ENGINEER'S CER~FICA~ON NE~ POND : , ~ , ~_ ..... AREA 20.0015 ACRES JOHN SCHNURR, N.Y.S. LS. NO. 49517 _~ ~ L=295.[ o~ '_:~ HOWARD W. ~OUN~, N.~.~ US. NO. ~Sg3 ~ JAN 2 6 2808 R[~RHEAD, NEW YORK * /"o, ' LAUREL LINKS At Mottituck, Town of Southold ' Suffolk County, New York , : '~ j.,~ ~ ~ '~ J ,, - , :, S~bdlvimon ~ I Laurel Country Estates" ~ Lot 4~ ,-~ ~ - Suffolk Count~Mop '" " ~ ~' ~ .... ~-- ' ' ' '- C ~ ':"-': '- : - ' , t , ~/ hi ' : -"-'' - 1 ~ %::--=-" -F DP~4INA6E EASEME. NT F AREA -- ~.¢. OPE AREA = 80112 S.FJOR 1J ACRES' COuRse ARE~. or ACRES ",, 22 Subd;vision - "Section 1 of Property of George d Tuthill & Others" ,,,"Lot 25 -,,, Monuel Vdokokes ~Y l 31,31b 31,314 ? Suffolk County Map No. 861 Lot 76 / ' Slewart I .- .... ,, 50 CE~,, POND . . 4~ "- WL~25 ' 28 9 /' \,, 30.%~¢ ~r.,,,,,- ,,,,. , '~ , ';oz~,,q.~.' · -" ' '~' 0~, '~- 30.9 sq.ft. '-. .... .. OPEN PARCEL A ,-' .~REA = 15.81 ACR~ 3 O. L~t21 '~q. ft. / 3o 8,~ - .' 29,94~t ~.~. 0 .ft. H sq.ft. .... - : 3~ ~ . ~ ..... -. , ; ,., ~ . X. : ..... ', '-.. [ now 0¢ foEmedy \ /' [ -now ~r formerly ' ' '" Kenneth Densto~.....__ ~",N or m .,' ,,---D&m in~ck,, P&rni I," , now s t~'~0" E ', -~--' ~ '" ....... -" ' ~'. / ,, "- -", " ' "- " / :' '" ...... " ' C~n::-: l~ ~- D~INAGE EASEMENT. "" ' ;. ,- ~ ...... :: ................ , POND ' ' r - ~ ~. ~ ............. , ~ -~ ~ ' ,,, ~ ,-' _--' sd. fl ~ 'I -' -'-:'~ .... " -' 28,666 -/ [ -- ~ ~- ~' " ~r' /," _ ~-~ I ./ 4 "...- ~>.~e -_ __- . ,' ,, / J LOCATION MAP Lot JO ,_~PA CE -. ...... AREA .> Lot 4-5 ? T/ri Lot 5.3 L LAUREL LINKS J DRAINAGE POND ~L~ TRIBUTARY AREA J STORAGE VOLUME CALCULA~ON STORM WATER 35482 SF + 45922 SF] LEACHING FIELD 1 I RAINFALL 2/12 EFFECTIVE STORM WATER STORAGE VOLUME CALCULATION c v (c.x.) COEFFICIENT Of RUNOFF VOLUME 2158 21 89 LEACHING FIELD 2 TRIBUTARY AREA 7300 (1) 10' ~IA. x J STORAGE VOLUME CALCULATION STORM WATER 8' EFFECTIVE DEPTH Pools 547 I LEACHINO ~ELD ~ (~) ~o' DIA. 3 STORM WATER STORAGE VOLUME CALCULATION LEACHING FIELD 4 TRIBUTARY AREA x 5' STORM WATER STORAGE VOLUME CALCULATION EFFECTIVE DEPTH POOLS J LEACHING FIELD 5 L~i (1)10' DIA- I STORM WATER STORAGE VOLUME CALCULATION ~ P~) c v(c.p.) ~AINFALL 88E~IENTS?~UNDP~ VOtUM~ 2/12 O 20 670 Let S [' Lot 4 Young & Young, Land S~zrveyors 400 Osfra~der Avenue, BiYerhegd, Ye~o York 5~6-727-2303 Alden W Young, P.E. & L.$. (~B08-~994) lO0 20O LEGEND LEACHING FIELD LEACHING FrELD NUM8ER SITE DATA AREA = 222.85' ACRES AREA OF OPEN SPACE PARCEL A = 15.81 ACRES AREA OF OPEN SPACE PARCEL B ~ 16.S3 ACRES AREA OF OPEN SPACE PARCEL ~ = 0.75 ACRE AREA OF OPEN SPACE PARCEL D = 1,B¢ ACRES · TOTAL AREA Of OPEN SPACE = 38.49 ACRES · ENGINEER'S CERTIFICATION · THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH ~E STANDARDS AND REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OP HEALTH SERVICES. HOWARD W. YOUNG, N.Y.S, L.S. NO. A589 r THOMAS C. WOLPERT, N.Y.S P.E. NO. 61 SURVEYOR'S CERTIFICATION · THIS MAP WAS PREPARED FROM TOPOGRAPHICAL SURVEY AND BOUNDARY SURVEY PREPARED BY US IN SEP~MBER 1999. 'JOHN SCHNURR, N.'~S. L~S. OWNER LAUREL UNKS, LTD. C/O CHARLES CUDD~ ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 SUBDIVISION MAP LAUREL LINKS At Mattituck, Town of Southold Suffolk County, New York 1000 128 07 1000 125 04 2~.1 1000 125 04 21 1000 12S 03 13 1000 125 03 15 PRELIMINARY PLAT J ROAD & DRAINAGE MAP PREPARED SCALE 1' = 100' JOB NO, 97-0717 JAN. 19, 2000 OCT. 15, 1999 0F4 R LINE PROFILE ROAD 'A' - [STATION 10+00 TO 28+00] DATUM ELEV 5 O0 / / / / / / / / 10+00 11+00 PI STA = 11+00 P[ ELEV = 1711 CATCH BASIN STA = 10+58,95 TO = 15.48 JE 11.50 STA = 15+001 ELEV = 25.40 K = 46.62 ~sCTA TCH BASIN 10+59.95 li;'---- 111.%;8 _ 12+00 13+00 CATCH BASIN STA = 12+76 TG -- 23,20 16,72 CATCH BASIN STA = 12+75 TG = 25.20 CATCH BASIN STA = 14+10 TG = 26.50 IE = 22 50 LEACHING FIELD 2 STA = 15+65 TO = 26.00 14+00 15+00 STA = 15+00l ELEV = 29 40 K = 55.71 0.60% / CATCH BAS~ TO = 29.17 16+00 17+00 18+00 19+00 PI 8TA = 19+00 PI ELEV = 81 80 HIGH POINT ELEV = 51.72 HIGH POINT STA = 19+00 K = 4%67 EXISTING GRADE ~ F1NISHED GRADE 20+ O0 21+00 22+00 23+ O0 Pi STA = 2~+00 PI ELEV = 29,40 LOW POINT ELEV = 29 47 LOW POINT ST^ -- 25+00 K = 41.67 -_q HicHPI STA = 27+00 PI ELEV: 51.80 HIGH POINT ELEV : .31 72 POINT STA = 27+00 K = 41 67 MANHOLE ~STA = 25+50 ITC = SO 80 247' OF 19" @ 0.500% 275' OF 19" ~ 0.500~ I CATCH BASIN STA = 23+00 TG = 2864 LiE = 24.78 CATCH BASIN STA = 23+00 °/° ° 24+00 25+00 26+00 27+00 STA = 28+28 20 ELEV = 51 05 I MANHOLE STA = 28+27 58 TC = .30.99 16 = 26.12 N lIE = 22.16 ~d 28+00 29+00 28+28.20 CL " ' -TER LINE PROFILE ROAD 'A' - STA = 28+26.20 MANHOLE STA = 26+27.58 TO = 50.99 ~E = 26.12 N IE = 22.16 E,S 28+00 28+28.2O [STATION 28+00 TO 34+27.48'1 MANHOLE iTC = 28.63 IE = 20.80 6O% 105' OF 18" @ 0,500~. CATCH BASIN STA = 50+00 TO = 29,17 IE = 24,43 W 21.~2 N,S CATCH BASIN STA = 30+00 TO = 29.17 IE = 24.79 CATCH BAS~ S/A = 35+00 TG = 27.37 IE = 28.37 CATCH BASIN' STA = 55+00 TG = 27.37 29+00 30+00 3~ +00 32+00 PI STA = 86+00 PI ELEV = 26,40 LOW POINT ELEV = 26.47 LOW POINT STA = 56+00 K = 41.87 MANHOLE STA = 54+50 = 26 77 29+48.71 CATCH BASIN STA - 36+00 TG = 25 64 iE = 21 84 CATCH BASIN STA = 56+00 33+00 54+00 35+00 56+00 36+51.17 37+00 EXISTING GRADE MANHOLE MANHOLE STA 36+00 TC = 26 77 0.60% 200' OF 18" © 38+00 39+00 40+00 CATCH BASIN STA ~ 40+00 T6 -- 27 97 IE = 25 61 ~ FINISHED GRADE AT~HAoB+Ao~IN Ti?EoT= 27.97 = 25.97 4t+00 42+00 ISTA = 43+27,4,E ELEV = 31,27 43+00 43+27.48 CENTEN LINE PROFILE ROAD 'B' STA: j 0+00 ELEV: 31.03 0.6( CATCH BASIN STA = 0+23,54 TG = 30.47 fE = 26,47 DATUM ELEV 20 O~ 0+00 1+00 PI STA = 2+00 PI ELEV = 52.25 HIGH POINT ELEV = 32.15 K = 40,82 HtDH POINT STA = 1+99.49 2+00 EXIS~NG GRADE FINISHED GRADE ' CATCH BASIN STA = 4+75.0O TG ~ 29,64- IE 2584 3+00 4+00 5+00 5+07.3, TER LINE ROFILE ROAD 'C' DATUM E~EV 15. O0 STA: 0+00 BEV: ~ · EXIS*RNG GRADE MANHOLE STA = 0+16.90 TC = 26.45 iE = 20.90 E 0+00 1+00 2+00 -0.60~ CATCH BASIN~ STA = 3+00 CATCH BASIN STA = 5+00 TG = 24.08 IE = 19,72 W MANHOLE STA = 4+74.26 = 28.53 IE = 16.55 (~ CATCH BASIN STA = 6+43.75 TO = 22.07 IE = 1807 CATCH BASIN STA = 6+43.75 TG = 22.07 IE = 17,71 S IE = 16.04 E,W PI STA = 6+50 PI ELEV ~- 22.81 LOW POINT ELEV = 2Z90 LOW POINT STA = 6+43.75 K = 31.25 3+OO 4+00 5+00 160' 0F'18" ~ 0.306~, 6+bo 7+00 MANHOLE STA = 6+84.02 TC= 23.15 IE = 15.92 1.00% FINISHED GRADE 8+00 9+00 9+65.05 & Young, Land Surveyors 400 Ostrander Avenue, Riverheac~ Netu York 11901 5~6-727-2303 LEGEND LEACHING FIELD LEACHING FIELD NUMBER STORM SEWER NUMBER ENGINEER'S CERTIFICATION · THE WATER SUPPLy AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WHTI THE STANDARDS AND REQUIREMENTS OF SURVEYOR'S CERTIFICATION · THIS MAP WAS PREPARED EROM TOPOGRAPHICAL SURVEY AND- BOUNDARy S~RVEY PREPARED BY US IN ,SEP:fEMB~ 1999. JOHN SCHNURR, HOWARD W. YOUNG, N.Y.S. LB. NO, 45693 OWNER LAUREL LINKS, LTD. C/O CHARLES CUDDY, ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 SUBDIVISION MAP LAUREL LINKS At Mottituck, Town of Southold Suffolk County, New York 1000 126 1000 125 1000 125 1000 125 1000 1~5 07 04 24.1 04 21 03 13 03 t5 Block 03 Lot 17 PRELIMINARY PLAT [ DETAILS & PROFILES JAN. 19, 2000 MAP PREPARED 0C% 15, 1999 SCALE AS SHOWN dOB NO. 97--0717 0F 4 GRASSEY DRIVE SECTION (EMERGENCY ACCESS) NTS Young & Young, Land Surveyors 400 O~tr~der Avenue, Riverhe~d, Ne~, York 11901 UNE '% ROAD SECTION 'i UNE N.T$ .I I CENTER 28' OF 18" LINE PIPE PROFILE PART OF STORM SEWER NUMBER 1 HORIZONTAL SCALE 1 inch = 50 ft I VERTICAL SCALE 1 inch = 5 ft. EXISTING GRADE MANHOLE 1+DB 13.50 FINISHED GRADE 102' OF CATCH BASIN STA = 0+00 TG = 15.48 DATUM ELEV -5. 00 [ 0+00 .EACHING FIELD 1 STA = 0+25,69 TC = 16 O0 Ie = 11.24 LEACHING FIELD 1 STA = B+25.69 TC = 1550 1+00 2+00 END BECKON STA = 5+27,50 IE = 9,00 3+00 4+00 I CONCRETE HEADER CURB& PAVEMENT STS. t STorM WATER LEACHING POOL STORM WATER LEACHING CATCH BASIN N.T S I F o" RBNFORCED PRECAST CONCRETE LEACHING RINGS TO TEST 4000 PSi CENTER LINE PIPE PROFILE PART OF STORM SEWER NUMBER 2 HORIZONTAL SCALE 1 inch = 50 ft I VERTICAL SCALE 1 inch = 5 ft I DATUM a O0 FINISHED GRADE -- EXISTING GRADE MANHOLE STA = 2+50.97 tC = 23.80 = 15.15 50' OF @ 0,306~ 0+00 1+00 2+00 END BECKON STA = 2+9~.85 IE = 15.00 SURFACE EL = fS. O0 [POND 3+00 3+55,62 LEGEND CATCH BAS_IN TYpE B MANHOLE NT, S I LEACHING FIELD LEACHING F[ELO NUMBER STORM SEWER NUMBER S~RUCTORe NUMBER 'ENGINEER'S CERqqFICATg)N: : · THE WA]~R SUPPLY AND S'EWAG~ DI~pOSAt FACIU~IES SHOWN HEI~EON COMPLY V~ITH THE STANDARDS AND REQUIREMENTS 0~- THE ~UFFOLK COUNT~ DEPARTMENT OF HEALTH SERVICES,  I~~ aA`RS AT 6' O.C. HbWARD W. YOUNg;: N.Y.S. L,S. NO. THOMAS C, WOLPERT, N.Y.S.P.E. NO. . SURVEYORtS cERTIFlCAI:tON ~ ~: c.I. FR.~E & CO'~- CA~PBE3J- t ]~iS ~ S PR~RARED FROM TO~OG~AP~iCA~ ~JEV~y AND ' , '-¢ · I : C/Q CHARLES :CUDD~, ESQ. RI~ERHEAD, NEW ¥0~K'1t901 SUBDIVISION MAP LAU'R:EL'. LI'N K S Al MotUtuck, Town Of SouthoId Suffolk County, New York . '[. PRELIMINARY PLAT % '[ DETA-fLS '& PROFILEs' I · - MAP PREPARE~ - --.' _ OCT. 15, t999 " Subdivfsion "Sectio .... " ' ' ' ' ' ' ' ' ~. - u / of vroperty of Oeorge J Tuth f & Others" I I / ' ,;, I .~ ~ ~ Suffolk County Mob No R~I ¢ ': ' . V , . ~ ~,:' k~_ L' '._ = ¢. - - i I ~ ...... . EOCA~ON MAP SCALE .... . - former , _~ ~ , ~ ...... Y _ ~ . , ~ , . .... ~.,, , errm I now ~ ~er~ -' - ' - - /, ~ ~ . ~%~ ~ ~ ~ '~' ~ ~ ~~~, ~D ~ '- - ~ ~ :~--1" ~ , r '" ~& ~ ~~ i~ %. ' =~- ---: :" ~ -'- o~ ;~ . ,_'~---' ' - .... ¢, .. ' -', "% '~'~ ~ ~ ." ' , . ~ ~. ' _-' -' /" I -~:~--:-: - . ' ' ' , ,~' S~ : ~ ~ ~. . ~ , / ~ ~ ~' ' . ., Young & Yo'~g, L~d S~rveyors 1 ' SI~ DATA ENGINEER'S CER~FICA~ON , /1~'1_~ ',~ ~ ~ THOMAS C, WO~ERT N.Y.S. P E NO, 614~3~ R--~% - ~-/. I ~.~s 0~ER ~1 ~ C/0 CHARLES CUDDY, ESQ. ~ LAUREL LINKS~ ~ At Motti~uck, Town of Southold ~l Suffolk County, New York ~ 1000 125 O~ 15 ~1 ~000 ~25 05 ~5 I ~1 ~ ~1 T~ ~~N ]~ 0F4 / / / / / R / I I I I / / / // / ~ I // /I I ~ I /' / ,/ I I / / / / / / / / / / / / " /' t I I t ~ I . N \ \ ', I / 1 / / / / / ~ ~ / /II / / ' \ t // / / / / \ / // / / / / L / I/ / I I I / '~. X ,/ It I ,. / / / ~/ / I II~ / / / / / / / / ~ I/,',',',:,';' ,',,3',',' f / /,: // /1:/,; / ,: I///(/,/// :, .1// / / / I/ /.//'//- /~ ~ ~ /~ ~//~~ ,, /// ,,/ / / /// /iI // / ~ ' / / { / I .//// // : /~ / ii // ii ,/ illI (I ii /./ '~.W ~,- ~ "/ / .I ~ ~ ' WA' ' x SEE ' '~' '-'-'>. (SEE SU~ VISION /// , : //:: :' -"--' -'-.-_ -- / / ' / ~~ ~ ,~~ ~ LEGEND (~) --- NEW ASPHALT PAVEMENT ~) NEW STONE BLEND G --NEW CONCRETE PAVEMENT (~) --NEW CONCRETE CURB --NEW HANDICAPPED RAMP -- NEW TRASH ENCLOSURE - NEW BRICK PAVEMENT NEW COBBLESTONE CURB -- NEW STONE WALL NEW CONCRETE SIDEWALK NEW 6' HIGH CHAIN LINK FENCE --NEW CHAIN LINK FENCE NEW SIGN NEW PARKING STALLS --NEW LAND BANKED PARKING STALLS [] NEW LOADING SPACE NEW WALL MOUNTED LIGHT -- NEW PEDESTRIAN LIGHT NEW AREA LIGHT NEW RPZ & METER NEW TRANSFORMER NEW ELECTRIC, TELEPHONE. & CABLE ~--NEW SANITARY MANHOLE NEW SANITARY GREASE TRAP NEW SANITARY SEPTIC TANK NEW SANITARY LEACHING POOL ~--FUTURE SANITARY LEACHING POOL (~)--NEW WATER MAIN & SIZE ~-- --NEW HANDICAP SIGN -- --3z-- -- EXISTING CONTOUR PROPOSED CONTOUR EXISTING SPOT ELEVATION · ~;'~ --PROPOSED SPOT ELEVATION Young & Young, Land Surveyors 400 Osfrander Aven~e, Riverhead, New York 11901 516-727 2303 40 I LEACHING FIELD NO. 1 I INLET NO l~ I 12 POOL 10' DIA x 1~' EFF DEPTH I 11495 I LEACHING FIELD NO. 21 INLET NO 19 v (c.?.) 7580 7585 8 POOL 10' DIA x 14' EFF DEPTH I LEACHING FIELD NO. ] I iNLET NO, 1 12,1 13,1,1 1~ POOL 10' DIA. x 12' EFF DEPTH 5747 I LEACHING FIELD NO. 4 I INLFT NO 2.1,22 2 POOL 10' DIA x tO' EFF DEPTH 1568 I LEACHING FIELD NO. 5 [ INLET NO. 5 1 roof=421D seeded=70000 · ENGINEER'S CERTIFICATION THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WITH THE STANDARDS AND REOUIREMENTS OF THE §UFFOLK GOUNTY DEPARTBBNT 9F H[~L~I ~[RVlGES, , SURVEYOR'S CERTIFICATION · THIS SITE PLAN WAS PREPARED FROM TOPOGRAPHICAL AND BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. JOHN SCHNURR, N.Y.S. NO. 49517 HOWARD W. YOUNG. 'N.Y.S.L.S. NO. 45893 OWNER LAUREL UNKS, LTD. C/O CHARLES CUDBY, ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 GOLF LINKS LAUREL LINKS At Mdttituck, Town of Southold Suffolk County, New York i County Tox Mop 1000 126 07 1 1000 125 ' 04 24.1 1000 125 04 21 1000 125 05 13 1000 125 05 15 oi~t~t t000 s~uo, 125 st~ 03 ~t17 CLUBHOUSE AREA GRADING & DR/UNAGE JAN. ~9, 2000 MAP PREPARED DEC. 22, 1999 SCALE 1" -- 20' JOB NO. 97-0717 ~ ~' OF 4- DWG. NO. 97717_$1~eplonff40 J NEW ASPHALT PARKING - -- ~- - - 400' IA 15TH GREEN e · 8 6 F4 Bss NEW SIGN 13 JS ,1~ 8 Cd I ~, · / %. NEW GOLF CART UNDERPASS & Young, Land Surveyors 400 Ostra~er Avenue, RiveThead, New York ~190~ 516- 727-2303 Alde?~ If. Young, P.E. & L $. (1908-1994) PLANT SCHEDULE SHADE TREES EVERGREEN TREES ORNAMENTAL TREES EVERGREEN SHRUBS lC ILEX CRENATA 'C(~'apACTA' COMPACT ENGLJE~4 HOLLy 18=--21= Sp. O0 EVERGREEN SHRUBS j I DECIDUOUS SHRUBS DWARF DECIDUOUS SHRUBS GROUND COVER j TURF GRASS I PERENNIALS ENGINEER'S CERTIFICATION i · THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY WiTH THE STANDARDS AND REQUIREMENTS OF ~R~ ~UP~OLK ~OUN]~' DEPA~I~N~ ~ ~AL~r~ §~V~OE~. ~ II ~.~. HOWARD W. YOUNG, N Y.S. L,S. NO. 45893 ~ SURVEYOR'S CERTIFICATION · IHIS Stl~ PLAN WAS PREPARED FROM TOPOGRAPHICAL AND BOUNDARY SURVEY PREPARED BY US IN SEPTEMBER 1999. JOHN SCHNURR. NO 49517 HOWARD W. YOUNG, N.Y.S. LS. NO. 45895 OWNER LAUREL LINKS, LTD. C/O CHARLES CUDDY, ESQ. P,O, BOX 1547 RIVERHEAD, NEW YORK 11901 GOLF LINKS At Mattituck, Town of Southold Suffolk County, New York 1000 126 07 1 1000 125 04 24.1 1000 125 04 21 1000 125 05 15 1000 125 05 15 County Tax Map mstr,cllO00 s~1,o. 125 e~o:k 03 Loll7 JAN. 19, 2000 MAP PREPARED DEC 22, 1999 SCALE 1" = 20' ~ JOB NO. 97-0717 ~ OF 4 DWG. NO, 97717Mendsc~pe_40 PEDESTRIAN LIGHT SCALE N.T.S CLEAR TEXTURED POLYCARBCNATE GLOBE ~,.~ HADCO DIV., CRAFTLIH~ INC., CAT. NO [ ~', // V-731-A-175-MH, OR APPROVED EQUAL. ALUMINIUM POLE HADCO DIV., CRAFTLITE INC., CAT NO P-2080 lO'-A, OR APPROVED EQUAL. CONCRETE SASE z \' 1 1/4"¢ PLAS~C CONDUIT I AREA LIGHT SCALE N ~175 WATT METAL HALIDE LUMINAiRE ~TH PHOTOCELL · BALLAST-HADCO DIV., CRAFTLITEINC., CAT. NO. HCH-2175--HP, OR APPROVED EQUAL ri SQUARE ALUMINUM POLE HADCO DIV., CRAFTLITE IND., CAT. NO. P-295-20-HSI, OR APPJ~OVED EQUAL / I I 1/4"¢ PLAS C CONOU T CONCRETt: BASE CATCH BASIN TYPE b SCALE N.T.S. I NOTE L ~ELGIAN BLOCK CURB &: PAVEMENT SCALE N.T,S 16" CATCH BASIN TYPE c SCALE N.TS PRECAST REINFORCED CONCR~ TRAFF~ D TOP REINFORCED CONCRE~ BOX GALVANIZED STEPS NO7[ STORM WATER LEACHING POOl SCALE N.T.S. ALLOW 5' FOR F~NAL WATER MAIN THRUST BLOCKING SCALE N.%B. PLAN ELEVATION SECTION SECTION VERTICAL DEFLECTION HORIZONTAL DEFLECTION FIRE HYDRANT SCALE N.T.S. 6' H'f~RANT (2) - 3/4~ SEELJ (2) - 2 1/2' HOSE NOZZLES f MAIN WATER SYSTEM INSTALLATION REQUIREMENTS GENERAL MATERIALS INSTALLATION TESTING I TEST HOLE NO. 1 I EL=32.5 EL=31.5 EL=29 0 EL=!S.5 DARK BROWN LOAM OL BROWN LOAMY CLAYEY SAND SC PAL~ BROWN FINE TO COARSE SANS SW 00' 35' TEST HOLE NO. 2 I EL=3! 0 EL=30 0 EL=2S O I EL=~4,0 DARK BROWN LOAM BROWN CLAYEY LOAM PALE BROWN FINE TO COARSE SAND OL OL 30' ITEST HOLE NO. 3 I EL=2B 0 EL=26 0 EL=24 0 BROWN LOAM OL PALE BROWN FINE TO MEDIUM SAND BW TEST HOLE NO. 4 I EL=19.7 EL±lB 4 BROWN LOAM PALE BROWN F~NE TO MEDIUM SAND gO' OL 15' SP TEST HOLE NO. 5 I FL=27,8 EL=258 EL=24 S EL=IO.S BROWN LOAM Ol PALE BROWN LOAMY SAND SM PALE BROWN RNE TO COARSE SAND SW Young & Young, Land Surveyors 400 Osfra~der Avenue, Rivewhegd, Netv York 11901 516-727-2303 Alden ~. Young, P.E. & L.$. (1908~1894) SANITARY NOTES 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH SUFFOL~ COUNTY HEAL~ DEPARTMENT SERVICE REQUIREMENTS. 2. ALL COVERS TO BE HEAVY DUTY CAST IRON FRAME AND COVER CAMPBELL FOUNDRY PAT. # 1007C, 5. ALL STRUC~JRES TO BE PRECAST CONCRETE 4000 PSI. 4. IE ~ INVERT ELEVA~ON. SANITARY DESIGN CRITERIA & CALCULATIONS 600 GPO x 222~85 ACRES PROSHOP (RETAIL): 912 S.F. © 0.03 GPD/S.F (40~ OF 250 TOTAL GOLFERS/DAY) 133710 GPD 5060 BPD 27 GPD 1650 GPD 136 GPD 574 GPD 270 GPD 170 DPD 150 GPD TOTAL PROPOSED FLOW (DENSITY) IDESIGN CALCULA~ONS SANITARY SYS'~EM NO. 11 CLUBHOUSE: 204 STABS ~ 15 GPD/STALL = PROSHOP (RETAI~: 912 S,F. ~ 0.05 GPD/S,F. = RESTAURAN~ 165 SEATS ~ 10 GPO/SEAT CART STORAGE BLDGJ 3400 S.F. ~ 0.04 GPD/S.F. 6817 GPD 5060 GPD 27 GPD 1650 GPD 138 BPD TOTAL FLOW GREASE TRAP REQ 1 TRAP 12' DIA. x 5' LIQUID DEPTH USE 1 TRAP 12' DIA x 5' UQUID DEPTH SEP~C TANK REQ. 4073 GPD x 2 DAYS USE 4 TANKS 10' DIA. x 5' DEEP = 4873 DPD 4000 GPD& UP 4000 GPD& UP 9746 GAL 10000 GAL 3249 S.F.S.W.A. LDESiDN CALCULA]]ONS SANITARY SYSTEM NO. 2I POOL HOUSE: SPA: 1248 ~,F. @ 0.30 GPD/S.F. BATHING: 50 OCCUPANTS @ 5 OPD/OCC. + 4 SHOWERS ~ 5 GPO/SHOWER CATERING: UP TO 34 @ 7.5 DPD/CAPITA 374 GPO 270 GPD 255 GPD TOTAL FLOW =UP TO 1000 GPO =UP TO 1000 GPO 599 S.F,S,W.A. 600 S.F.S.W.A. [DESIGN CALCULATIONS SANITARY SYSTEM NO. 31 MAINTENANCE BLDG.: 3750 S.F. @ 0.04 BPD/S,F, = 150 GPD 300 GAL. lOOO GAL. HALFWAY HOUSE: 1200 S.F. @ 0.15 BPD/S.F. 100 GOLFERS @ 5 BPD/GOU~R . (40~ OF 250 TOTAL GOLFERS/DAY) 1BO CPO 500QPD TOTAL FLOW SEP~C TANK REQ. 880 GPO x 2 DAYS USE 1 TANK 8' OmA. x 5' DEEP LEACHING POOLS REQ. 680 GPD+ 1.5 GPD/S.F. USE B POOLS B' DIA. x 10' DEEP 680 DPD 1360 GAL, 1500 GAL 453 S.F.S.W.A. 500 S.F.S.W.A. ~DESI~N CALCULATIONS SANITARY SYSTEM NO. SUPERINTENDENT RESIDENCE: 300 GPO SEPTIC TANK REQ. 300 GF'D x 2 DAYS USE 1 TANK (minimum s~stem) LEACHING pOOLS REQ. 300 GPD+ 1.5 GPD/S.F. USE 1 POOL 8' DIA x 12' DEEP 300 GPD 600 GAL I000 GAL, 200 S.F.S.W.A. ENGINEER'S CERTIFICATION · THE WATER SUPPLY AND SEWAGE DISPOSAL FACILITIES SHOWN HEREON COMPLY ~TH ~lE STANDARDS AND REQUIREMENTS OF THE SUPFOLK COUNTY DEPAR~ENT Of HEALTH SERVICES. w. YOBNG. THOMAS C. WOERERT, N.Y.S.P.E. NO. 814~ // SURVEYOR'S CERTIFICATION · THIS ~TE pLAN WAS PREPARED FROM TOPOGRAPHICAL AND BOUNDARY SURVEY PREPARED ~)Y US IN SEPTEMBER 1999. JOHN SCHNURR, N.Y.S~LS. NO. 49517 HOWARD W, YOUNG, N.Y.S. LSL NO OWNER LAUREL UNKS, LTD, C/O CHARLFS CUDDY, ESQ. P.O. BOX 1547 RIVERHEAD, NEW YORK 11901 GOLF UNKS LAUREL LINKS At Mattituck, Town of Southold Suffolk County, New York t000 126 07 1 t000 125 04 24,1 lO00 I25 O4 21 1000 125 03 13 1000 125 03 15 Map m~tn~tlO00 ~,o~125 ~,o~ 03 Lot17 County Tax DETAILS JAN.CI9, ~000 MAP PREPARFJ:) BEC. 22, 1999 ;0F4 JOB NO. 97-07t7 . DWG. NO.' g7717_siteplon_detalls