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HomeMy WebLinkAbout1000-102.-1-33.3 1000-102,00-01,00-005,002 1000-102.00-01.00-009,302 NOW/FORMERLY OF ROSE'S VINEYARD,LLC NOW/FORMERLY OF IMI7 OF NATURAL BUFFER BARBARA GRATTAN 1904.80' UNIT TYPE "82" UNIT TYPE "C" PROPOSED MID.) (TYP.) NATURE TRAIL N 538'24'20"ENATURAL BUFFER AREA 10 NOW/FORMERLY OF 01 CHARLES&JEAN ZAHRA 1000-102.00-01,00-004.006 - - - -� -- NOW/FORMERLY OF - --- ` -- LA ROY&DEBRA LEBEL RLIII_DIN� SETQACK LA �PROPOSED PATIO LOCATEO WITHIN N/ 112), Q „, FLUSHCk TO BE W/G ADE LA ,� 't -�t �` ;f %:" �� �j.:, � ° m � B ° � � AND NOT COVERED t , 537'04 4Q E 269.77 w II o O itisntn - -f� to � a C1 p I 3;;� ... .:r.:.,..:. ;.::.....,.,.:.... '-�= - 50' BUFFER �.� _ - LA � ,� i0 N N o a 75' aulL INC SETBACK � �,� �, � C M o 4 1000-1 2 00-01 00-004 7 rs I DDD 10 .00 - - _ N tP �e r� P06 d NOW/FORMERLY OF - Q LA "n o - J / RICHARD&JEAN JUNG � r �' '� LA $ -� STREET 7' 4 4 LA S3 0 OE ® '�l GR,TFFING c. 3 06. 6' N _...- e + a • i , 4 (It , N l t9 r l e+ i U LA ;.. .. C LUBN 0 SE LOADING 1000-102.00 01.00-004.008 (�-��, - >- w« - r� NOW/FORMERLY OF f; •' �'' N N DOUGLAS&LYDIA BURNS L..,- J 70'By - Q) 0 T LA PATIO C"J LA o UNIT TYPE "B" DR `// _ 537'04'30"E 221.47' C (TYp-) 3 -< w _ _ LA _ <i= `' O - - -�"" --_ . 3' ► N3T13'30"W PR4PosED- 400.40' -n w �._._T --- _ ; PROPOSED TENNIS COURT o $ >a ,Fi " LA -^-ti,� _ t .. . _.,.-- ,� .. UNMANNED BOOTH ,p r _�- .-"' (SEE DETAIL) 9 ` �¢ 0 N �%6 9' LA UNIT TYPE 'A" (I YP.) � 777 UIVDFRSIGNF-.D,PURSUANT TO SOUTHOLD TOWN CODE SECTION 1000-102.00-01.00-018.001 2E(!-I3i(I),ACKNOWLEDGES TIiAT TI IE CONDITIONS OF TIIE SITE PLAN g k�U a i t a.5' NOW/FORMERLY OF �- F OV.♦I FORTH g3 IN Tlic 'TION OF APPROVAL DATED _ _ (_ F,COI\DI1I ."S ON RFSOLUTION). a ^ �S? I AREACCEPTE L_I o ROMAN CATHOLIC CHURCH OF THE g `' Z Q A I �+ © e, - p N A 4 SACRED HEART I :tI I; 8 � O - a ♦ [� ® X I 1777 !r'a Ir _ r w AU' 1101 1 IG1T E TITLE �=�` -" DATE — __.. 1 _ _..._ , --.,.... ...- :_� .::�'':�< ,.:. L �. _ a- - LIMIT OF NATURAL BUFFER U , , - x A!' V -w 0 L n ul O - O 1 _ _ T - U - r Cy r O - (� 11 V O LA ()!n r,e,,-� �- ii .� � � ,,'ae� ,o --� oa- X ♦ „ Isis ��-a�� - O ,- 01AIRPERSON SIG NATURE o <-Y �J E U © �' C"7 a y A o p a z ?p' - to U NOTE:The apy oved site develOprnent plan steal!be v0d for a period of eig►tteen(11) O Cn """ EMERGENCY ACC ROAD GRAS Meet fman the dste of apraoval as per code section 2►-13M N p AREA WITH LOAD BEARING m }}} UNIT TYPE 'A" (1YP.) 4 _ SUB-SURFACE (SEE DETAIL) — 75' BUILDING SETBACKw L. _ LA _ 59—BUFFER m NATURAL �� 7vY1 NATURAL BUFFER AREA 1 , r'`G BUFFER AREA N36'54'20"W 2009.22 co PROPOSED CONNECT EMERGENCY ACCESS TO EXISTING ROAD, 1000-102.00-08.00-022.000 CRASH GATE '� EMERGENCY ACCESS ONLY. NOT T1(? BE USED AS A - (SEE DETAIL) a CONSTRUCTION ENTRANCE/EXIT OR FOR ANY OTHER - NOW/FORMERLY OF P JENNIFER&THOMAS FOSTER 4 PURPOSE EXCEPT EMERGENCIES. 1000-102.00-08.00-024.000 1000-102.00-08.00-025.00 1000-102.00-08100-026.000 1000-102.00-08.00-027.000 y 1000-102.00-08.00-030.000 NO 0- 1000-102.00-08.00-023.000 1000-102.00-08,00-028.000 NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF 1000-102.00-08.00-029.000 NOW/FORMERLY OF ~ NOW/FORMERLY OF fl L r DAVID&DONNA COOK PATRICK&LESLIE CASEY WADE HUBSCHMITT WADE HUBSCWMITT CYNTHIA LAKE WILLIAM&VlVIAN VELEZ NOW/FORMERLY OF ZORA SORMELEY LINDA COOK t PROPOSED OVERALL UNIT LAYOUT SITUATED AT 38'_6 >s'-6 39•-10' 38'-6"' C UTC H OG U E TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK ,a•W l a•V O'rc!w(➢Hue rc.� ,PbS(:'NNOM"Tb a��`py� S.C.T.M.: DISTRICT 1000; SECTION 102.00; BLOCK 01.00; LOT 033.006, 033.007, 033.008 o 0.-''N20.CA.27J/.4t 49 5-tY%tB-0' Or� ,6M21IIPM1 MTd ' .Id�1AtA ' lAPJ2Pr..d SCALE: 1"= 100' RECEIVED LIVABLE AREA = 1,599SF LIVABLE AREA = 1,599SF '/ /'' —� LIVABLE AREA = 1,599SF i STORY LIVABLE AREA = 1,599SF 'LIVA8LE�AREh.= 1,999SF 'LIVA8dAREA"=:1;999SF, UNIT SUMMARY CHART 0 50 100 200 b LIVABLE AREA = 1,999Sf 1 STORY 0 1 STORY 5 2021 2 STORY / '/2 STORY 2.STORY JAN 2 STORY PROPOSED USE: TWO-FAMILY DWELLINGS ",0i : y (CONDOMINIUMS).124 UNITS aLI Rn-),,4I LIR G" ifhYfXGiC ,a-a-.:v-v �.m AI ,r_,,x_S ,ISe.fr,4AfC IfA°Id4dfLJ PI ,y-y%2_,• 0`7V_6' ,'f i/ -' / ' �'� - STIPULATION OF SETTLEMENT REQUIRED PROVIDED c{ G� v v ro cn �-l �., REQUIREMENTS V c0 Go V p /.CI V N7 "/, V n MAXIMUM NUMBER OF UNITS 130 UNITS 124 UNITS MAXIMUM FLOOR AREA LIVABLE 245,000 SQ.FT. 222,276 SQ.FT. No. REVISION DATE i (LIVABLE) 21,-4.. 18'-6" NELSON + POPE UNIT TYPE 'A' (48 UNITS UNIT TYPE 'B' 21 UNITS UNIT TYPE '131' (31 UNITS UNIT TYPE '132' 12 UNITS UNIT TYPE 'C' 12 UNITS INDICATES REVISED 'C' UNIT DUPLEXES -� _-- , ( } ( engineers architects surveyors N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145,PROFESSIONAL • • ENGINEERING AND LAND SURVEYING,SECTION 7209 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND 70 Maxess Road,Melville,NY 11747-631.427.5665.nelsonpope.com SURVEYOR,TO ALTER AN ITEM IN ANY WAY,IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL DRAWN BY: CB CARD: 000zs_IVP.owc SHEET NO.: AFFIX TO THE ITEM HIS SEAL AND NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION. CHECKED BY: GP FILE NO.: 1000-102 C DATE: NOVEMBER 12,2020 PROJECT NO.: 00026 C 'Fescue V RECEIVED 5 2021 om �---- Southold Town 'u Planning Board —COV ERED PORCH'' 14=W x 15'-0'" BREAKFAST AREA v t ' ICY-o~xIL Ns KITCHEN 10'-0"x 13'-0" DW s UJ 00 00 =' 4 MASTER BEDROOM o " 14'-0"x 16'-6" 11'CEILING REF 5 GREAT ROOM "414°-0"x 26'-0" WALK IN CLOSET i rev! PANTRY WALK-IN CLOSET sx <� A � W Dy W �IE N MASTER Al'Hc DINING ROOM .r1a`► °x 17 � ', CLOSET FOYER PORCH � BATH � --- ,�--- . � _` _• . , .. a,�. �. ,'r, - - } T`sNO CAR'GARAGE _ 18'-O"x 20'-0" CLOSET APPROVEQ BYor ' . PLANNING BOARD WN-OF SOUT OLD rwLl Li 2ND BEDROOM ,� 12.•0"x 12'-8" T CEILING • • • • • • • - • #q .STM" +[-'t _ _ - EIVE® _— JAN 0 5 2021 — �---- Southold l"own Planning Board 77 o � - LOFT 11'©6" X 9'-6" 8'-0" CEILING BATH of 6'06„ x 9'-6" 8'-0" CEILING a 6 �r '01ALK—IN CLOSET 0 s� 3"" BEDROOM 1Y—O" x 13'-0" 8'-0" CEILING : . APPROVED BY - [PLANNING BOARD . 40 0F SOUTHOLD OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ®f s®Uy, P.O. Box 1179 54375 State Route 25 ®�� y®� Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631765-1938 www.southoldtownny.gov couff N PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2021 Henry Alia Rimor Development LLC P.O. Box 908 'i , ' Cutchogue, NY 11935 Re: Amended Site Plan Approval The Heritage at Cutchogue Residential Site Plan, aka Harvest Pointe 75 Schoolhouse Road, Cutchogue SCTM#1000-102-1-33.3: _, , Zoning District: Hamlet Density -'HD Dear Mr. Alia: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, March 8, 2021: WHEREAS, on August 11, 2017, this Residential Site Plan was approved with conditions for the development of 124 detached and attached dwellings and associated amenities and infrastructure; and WHEREAS, on June 3, 2019, the Planning Board amended condition #20 of the February 11, 2019 resolution; and WHEREAS, on December 2, 2019, the Planning Board amended the approved site plan with the addition of a single pickleball court of 1,710 square feet located next to the tennis court; and WHEREAS, on September 14, 2020, the Planning Board granted an extension of two years and seven months to May 1, 2023; and WHEREAS, on November 20, 2020, Henry Alia, authorized agent, submitted an amended site plan application for review; and Heritage at Cutchogue Amended Page 2 March 12, 2021 WHEREAS, this amended site plan proposes to change eight of the approved units from a B2 unit design (livable floor area 1,599 sq. ft.) to a revised C unit design (livable floor area 1,999 sq. ft.). The livable floor area will increase by a total of 3,200 sq. ft. for the overall site; and WHEREAS, on January 5, 2021, Henry Alia, authorized agent, submitted additional information and revised site plans for review; and WHEREAS, the Suffolk County Department of Health Services (SCDHS) granted revised approval to reference #C10-06-0013 on October 15, 2020 for the subject amended application; and WHEREAS, pursuant to site plan approval Condition #11, the applicant has applied to amend the site plan to add livable floor area in the form of second floors on one story units, with no expansion of the footprints as shown on the approved site plan, so long as the total livable floor area on the Property does not exceed 234,576sf; and WHEREAS, on February 8, 2021, a public hearing was held and closed; and WHEREAS, on March 8, 2021, the Southold Town Planning Board reviewed the amended site plan and determined that all applicable requirements of the site plan regulations in Southold Town Code have been met; therefore be it RESOLVED, that the Southold Town Planning Board grants an Approval With Conditions, listed below, to the amended site plan entitled "Overall Unit Layout Harvest Pointe" (aka The Heritage at Cutchogue) prepared by Gregory David Peterman, L.S., dated November 12, 2020, and authorizes the Chairman to endorse the plans listed below after Condition #1 is met: Sheet 1 of 1 — Overall Unit Layout dated 11/12/20 Floor Plan — Fescue (Revised C Model Type) stamped received by PB 1/5/21 Conditions: 1) Prior to endorsement of site plan, obtain a use certification from the Chief Building Inspector as required by Town Code. 2) This amended site plan addresses only the increase in total livable floor area by 3,200 square feet for the overall site in the form of an additional 400 sq. ft. within each of eight units (unit#s 31, 32, 35, 36, 39, 40, 45, 46). All other conditions, rules and regulations are subject to the original site plan approval by the Planning Board in their resolution dated August 14, 2017 for the residential site plan entitled "Harvest Pointe at Cutchogue" (aka The Heritage at Cutchogue) prepared by VHB Engineering, Surveying and Landscape Architecture, P.C., dated July 10, 2015, and last revised July 28, 2017, and all associated and subsequent related approvals not specifically altered in this application; Heritage at Cutchoaue Amended Page 3 March 12, 2021 3) The maximum livable floor area for all residential units on the Property shall not exceed 222,276 square feet. "Livable floor area,"for the purposes of this condition, is defined as all spaces within the exterior walls of a dwelling unit, but shall not linclude community facilities, garages, breezeways, unheated porches, cellars, heater rooms, and approved basements having a window area of less than 10%of the square foot area of the room. This condition replaces on-going conditions# 10 and 11, in the original site plan approval'by the Planning Board in their resolution dated August�14, 2017. To be consistent with this approval and the amended conditions listed above,the filed covenants must be amended. Please submit draft amended covenants at your earliest convenience for Planning Board review. _ If you have any questions regarding the above, please contact this office. Respectfully, `--�> �� Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: ( f r 'r 9A11 aj0 , Applicant Signature: Date: f OFFICEESS: . Town Hall Annex / P.O. Box 1179 54375 State Route 25 � �� � Southold, NY 11971 (car. Main Rd. &Youngs Ave.) v Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov p PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 4, 2021 Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Revised - Amended Site Plan Approval The Heritage at Cutchogue Residential Site Plan, aka Harvest Pointe 75 Schoolhouse Road, Cutchogue SCTM#1000-102-1-33.3 Zoning District: Hamlet Density - HD Dear Mr. Alia: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, May 3, 2021: WHEREAS, on March 8, 2021, an amended Site Plan approval with three (3) conditions was issued for this Residential Site Plan that includes the development of 124 detached and attached dwellings and associated amenities and infrastructure; and WHEREAS, the first condition incorrectly required a use certification to be obtained from the Chief Building Inspector prior to the issuance of a building permit as it is not required for this application; therefore be it RESOLVED, that the Southold Town Planning Board amends the conditions as listed below, to the amended site plan entitled "Overall Unit Layout Harvest Pointe" (aka The Heritage at Cutchogue) prepared by Gregory David Peterman, L.S., dated November 12, 2020. Sheet 1 of 1 — Overall Unit Layout dated 11/12/20 Floor Plan — Fescue (Revised C Model Type) stamped received by PB 1/5/21 Herita eat Cutchogue Amended Page 2 March 1 , 2021 Conditions: 1) m -I tit -nspor �+re,d-by-Towde-- 2) This amended site plan addresses only the increase in total livable floor area by 3,200 square feet for the overall site in the form of an additional 400 sq. ft. within each of eight units (unit #s 31, 32, 35, 36, 39, 40, 45, 46). All other conditions, rules and regulations are subject to the original site plan approval by the Planning Board in their resolution dated August 14, 2017 for the residential site plan entitled "Harvest Pointe at Cutchogue" (aka The Heritage at Cutchogue) prepared by VHB Engineering, Surveying and Landscape Architecture, P.C., dated July 10, 2015, and last revised July 26, 2017, and afl associated and subsequent related approvals not specifically altered in this application; 3) The total maximum livable floor area for all residential units on the Property shall not exceed 222,276 square feet. "Livable floor area," for the purposes of this condition, is defined as all spaces within the exterior walls of a dwelling unit, but shall not include community facilities, garages, breezeways, unheated porches, cellars, heater rooms, and approved basements having a window area of less than 10% of the square foot area of the room. This condition replaces on-going conditions # 10 and 11, in the original site plan approval by the Planning Board in their resolution dated August 14, 2017. To be consistent with this approval and the amended conditions listed above, the filed covenants must be amended. Please submit draft amended covenants at your earliest convenience for Planning Board review. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: _ Date: 1000-102.00-01.00-005.002 1000-102.00-01.00-009.002 -�_.,.---- NOW/FORMERLY OF ROSE'S VINEYARD,LLC NOW/FORMERLY OF LIMIT OF NATURAL BUFFER BARBARA GRATTAN 41 ' 1904.84' —._ _ _. ____—_ _ �_._�_ __ _ ,.�._ __—_ _..__ _____... UNIT TYPE "c" UNIT TYPE "B2" PROPOSED `Y (•YP.) (TYP.) NATURE TRAIL ._, _ -� '""� ~! N S38'24'20"E 0D 1000-102.00-01.00-023.001 NATURAL BUFFER AREA �. � NOW/FORMERLY OF CHARLES&JEAN 7.AHRA 1000-102,00-01.00-004.006 - -- _ - _ _ — ===� .�- -_ _ -- - _ �D 6UFFEB ____ - i -�— LA W 4 NOW/FORMERLY OF _ — N ROY&DEBRA LEBEL Z _ 0 PROPOSED PATIO CO /-LOCATED WITHIN W LA l SETBACK, TO BE I '� �J/ :;: ; :=' .';i;�•,, '�•;, .; n » ® p b up x� Q 6fO '°O-' a J re FLUSH W/ GRADE !^' LA r. >e . N N }}'„ " �°fl 0 1 �/ ° 6 AND NOT COVERED 44 I� �t • c� _,f � C_- :.. S37*04 40 E 269.77 � +� „ Uw- ,, I u ' 0. LA 071 �;!� `ao d0a m Y ,Z] C -� SETBACK t� 1✓ � ?5' QUtL !NGS ^� O A �rn b m o { ms 1 x b 1000-102.00-01,00-004.007 1 ^m O N f� rt e O + r / NOW/FORMERLY OF - LA � � -• � p'T1 co r RICHARD&JEAN JUNG v /�\ :,_ Q. .LA g LP �� .'':* 6-17 LA '. i "'. �✓ S37'04'40"E T , 95. 0, GRIFF'ING STREET •- 1t1 c3+ : I nr t s c \- LA a , rn.. _ CIO . t cn a LA CJS LA CLUBHOUSE LOADING 1000-102.00-01.00-004.008 z ` N � O p NOW/FORMERLY OF 1 D � N DOUGLAS&LYDIA BURNS 2 :; t - Q J - aw} - rn Z O g y u� es i Al' '� 'Ti �� N N LA PATIO 0 �* �� 1 A O� o '�, Q C1 LA a UNIT TYPE mB" OR. ' m _,.. r _ S37'04'30"E 221.47' ' 1 "C" (TYP.) o s� N37'13'30"W PROPOSED- 400.00' O w 0 LL LArn __ PROPOSED TENNIS COURT n 0 C9 0- � _ LA � _ t - -� _,� _� - �f- r ~- � (SEE DETAIL) _ UNMANNED BOOTH LA S' O�u¢ � N 7&,9 t --- / LA UNIT TYPE 'A" (TVP.) �- 1000-102,00-01.00.018,001 NOW/FORMERLY OF g c� � _ 0 ROMAN CATHOLIC CHURCH OF HE a p i T Z z p M a A - A A A Q / I `r SACRED HEART IZA_ N I Y U w .J r c LIMIT OF NATURAL BUFFER 0 LL S. ... . ,r. ,....... . _. (7 Z O p C6 0 V} T o tY cA - o wt - j ; o R Lu i N Q Lu I } /� G 1 to f°6 ' ,Z to A '` fA Q to _ , LA O © z D �Ol EMERGENCY AGC ROAD GRASS " " a .2 Ln p tl �SUBAREA URFACE (SEEVATH LOAD EDEING TAIL) 75' BUILDING SETBACK _ Ln VI UNIT TYPE A (TYP.) IFFFR ih NATURAL BJFFER AREA "f'1 lyt�` NATURAL BUFFER AREA fr .� N36'54'20"W u 2009.22' t PROPOSED CONNECT EMERGENCY ACCESS TO EXISTING ROAD, j z ^ I� G t` } 1000-102.00-08.00-022.000 CRASH GATE EMERGENCY ACCESS ONLY. NOT T� BE USED AS A C5 CO - '_,.''- •`Y , f NOW/FORMERLY OF (SEE DETAIL) .11 CONSTRUCTION ENTRANCE/EXIT OR FOR ANY OTHER I t, 1 i PURPOSE EXCEPT EMERGENCIES. , JENNIFER&THOMAS FOSTER 1000-102.00-08.00-023.000 1000-102.00-08.00-024.000 1000-102,00-08.00-025.00 1000-102.00-08.00 026.000 1000-102.00-08.00-027.000 1000-102,00-08.00-030.000 1000-102.00-08.00-028.000 3 NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF NOW/FORMERLY OF 1000-102.00-08.00-029.000 NOW/FORMERLY OF C No. NOWIDAVID&DONNA COOK PATRICK&LESLIE CASEY WADE HUBSCHMITT WADE HUBSCHMITT CYNTHIA LAKE WILLIAM &VIVIAN EL NOW/FORMERLY OF ZORA SORMELEY �S WILLIAM&VIVIAN VELEZ ) 1 r LINDA COOK PROPOSED OVERALL UNIT LAYOUT SITUATED AT 38._6.. '_6"' 39-to• 33._6.. CUTCHOGUE TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK . -- - n'-w}s-v emu:ma.+°rrcw tFkx¢1dMtd�.FYlLn (P87,#SLM�� `'2-2,.. S.C.T.M.: DISTRICT 1000; SECTION 102.00; BLOCK 01.00; LOT 033.006, 033.007, 033.008 }-w i s-7 71d.�1A84171,, . 11'-19'x IC-0 OIT- � 'fdtT7ASAMXSA I f5C�4Ltb,p .e IVED SCALE: I"= 100' �; I"3 - -- — --- LIVABLE AREA 1,599SF F I� LIVABLE AREA = 1,599SF LIVABLE AREA = 1 599 F A._ - LNALtIL AREA - 1,599SF 1 STORY t STORY S LIVABLE ARE 1,9935E ` UNABLE AREA' ,1;9995F; UNIT SUMMARY CHART 0 50 100 200 LIVABLE AREA = 1.999SF t STORY � 2 STORY � ,2 STORY 2,STORY JAN 0 2021 2 STORY _ ° i o o cn i i - -_ --- i1f-^----- PROPOSED USE: TWO-FAMILY DWELLINGS Soy, rc d Totvn .� l l' Y_ i., I e-}•mo Q Lr Mt ` )- [lanninC I?rIarr•I V 2, CONDOMINIUMS 124 UNITS 1S-}'.pp.p• fy.}'alc-C � /'': i•Y Y.��`� 'fI K.Y�/W'�'.' ' .. _.__ — }i° }" ;'• ' STIPULATION OF SETTLEMENT REQUIRED PROVIDED v v : REQUIREMENTS co m i:' • co � cn 'co,,�, ,� f = co cr v vLft 4 _ v V MAXIMUM NUMBER OF UNITS 130 UNITS 124 UNITS MAXIMUM FLOOR AREA(LIVABLE) 245,000 SO.FT, 222,276 SO.FT. No. REVISION DATE 2t.-q.. 18.-s", 2t.-a.. I 18'-6"' _..-_.—,-.-r..f_..------'---,► : > NELSON + POPE UNIT TYPE W 48 UNITS UNIT TYPE 'B' 21 UNITS UNIT TYPE '61' 31 UNITS UNIT TYPE 'B2' 12 UNITS UNIT TYPE 'C' 12 UNITS INDICATES REVISED 'C' UNIT DUPLEXES . IM A40 N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. IT IS A VIOLATION OF NEW YORK STATE EDUCATION LAW ARTICLE 145,PROFESSIONAL U LV engineers • architects • surveyors ENGINEERING AND LAND SURVEYING,SECTION 7209 FOR ANY PERSON,UNLESS HE IS ACTING UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER OR LAND 70 Maxess Road,Melville,NY 11747-631.427.S665.nelsonpope.com SURVEYOR,TO ALTER AN ITEM IN ANY WAY.IF AN ITEM BEARING THE SEAL OF AN ENGINEER OR LAND SURVEYOR IS ALTERED,THE ALTERING ENGINEER OR LAND SURVEYOR SHALL PRAWN BY: CB CADD: 00028_NP.DWG SHEET NO.: AFFIX TO THE ITEM HIS SEAL AND NOTATION"ALTERED BY"FOLLOWED BY HIS SIGNATURE AND THE DATE OF SUCH ALTERATION,AND SPECIFIC DESCRIPTION OF THE ALTERATION. CHECKED BY: GP FILE NO.: 1000-102 C DATE: NOVEMBER 12,2020 PROJECT NO.: 00026 I Magnolia z— aAFAj<Fti a.mss. - 17 t1`a£^-cr it eflLlh3^, L j U- RECEIVED �1 = r JAN 0 5 2021 t74"x 13{1' L- ----– - r Southold Town rw `t -- Planning Board IfA4.:a'4dElECt�JCR�I 1i'd7 k lo'b' Fs ll'CE Lih5 ao= WALk-iv v CaaEk�RU=w1 CIFJ $ 1f:':i EPF�t• �+fvrdRlr 's'ilsl.l^:-tN CEluhf, - fi4°E7 F 7W 7D - CLOSET MhS,TEri 9F3Fe LYh9fv�RCS`Rd Yl'•0"x 1-b` El6 - FO'YeR PO6Y_H W-G'x T-o" If eEUh£� d 9 43H TWO CAA GARAGE a-c6FT RD V-0"'A U,-e moi' If Csupoa 'Fescue c, RECEIVED JAN 0 5 2021 Southold Town Planning Board COVERED PORCH - 1 -O"x 15'-0" BREAKFA5T AREA ; 119-0~x W-0" F KITCHEN 10°-0`x 13-0" Dye/ L—— 00 oa MASTER BEDROOM — 14'-0"x 16'-6" 1]'CEILING O REF GREAT ROOM 14°-0"x 26'-0" CLOSET CLOS PANTRY WALK-IN CLOSET FT— - O 0 i Y S oil MASTER�6AT"H;l�° DINING ROOM ' � f E > w. CLOSET FE11 [o FOYER tO'-O"x 7-6` PORCH BATH TWO CAR GARAGE 18'—O"x 20'-0" 0 CLOSETV=!== F F 2ND BE=DROOM , 12'•0"x 12'"8'. 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I a v O a i REVIEW CETERMINATiON DATED S-S- /7 > M 102 30.94 BLDC. • 30.94 -FC I r m BLDG. - 33.53 _ SAN. - - - [R O ( BAN. INV O I BLDG. - 33.53 SAN. IN -R t I �-' A I \ -� j A - ® BLDG. 32.39 I BLDG. 29.35 - S O a M 101 BLDG. = 33.20 __ SAN. MVO 96 � T SAN. IN O) "� V O � BLDG. = 29.35 F f� - ! W BLDG. = 33.20 S N. INV'O BLDG. - 33.20 / Z 100 I LDG. = 333 95 BLDG. - 32 39 {/ BL 7 N ~ 97 LD DG. = 29. 5 SAN. - I 98 �AAA� _ 93 I 92 c q 90 BLDG. = 29.75 W J 99 q 91 O A4 A ,� _I ss a SmECT To COVENANTS& RES�RICI ICfitS J ~ Z ko 1 A . LiI3ER Z 2 Z W o W O F- LL Y m �- i - - - --- - -- - -- 33- LL - - - e- �`�... Z _ _ _ _ CPM r�>: Ft'g - � • - / ^2; / o z CERTIFICATIC?d PP - �� �'i a V) { r I E ~ 0 - - n"� -- - - - �__; w-1 c �-;. 4 - , "'"r, �� 1U"� --- - �- _- - - -. �� ��� _.--� .�5.11Y°'iED o U r � r � J W FU- ❑ ► w�v �!,�••w - w - �{ - ir;"w- - - - - _ c E f = �> # SUPMrT PE'. OR R.A. CIwRYIFfc r;T7Cf�l ' �� _< I Q > -n o W L TV �-f c = - i,,_ \ FOR INSi''ALLATiv �' o� Ica I.. .,� �„� V = (� 34 35 - - 'T- I- - _ �$Yi it �d ca 33 '�' `- � \ i 11YD, , 33 31 f ' ! �F i� CC CONSTRUCT 1�UCTiCa� � �=' �y,,..,..� A/ Q I- � C '.� kU - --R[, _ I -ice v 0 °" LL ,I O ., ® � - -- 1 FO1"C F7'1AL` PPRCYAL. t n �, BLy c, rA, r, 7 O -RD RD_ i LL F.[ r � - Fr � I _ - O F- H 1q Z C/) -� I O ❑ ( 32 103' A f 106 107 109 -I -I I 116 i;.; i q / - 108 \A-) 1� } y�,�. !!!! > SAN. INV O 1 w SAN.INV O _ �_! ��\^^^/// A �A� As 1 SAN. INV O I !►, t I- i' SAN. INV O BLDG. - 31.98 BLDG. = 33.95 SAN. INV O I - BLDG• = 32.88 SAN. INV O 113 - L114\ A I 31.98 I 4 I BLDG. - SAN. INV O SAN. INV O SAN. INV O 1 BLD SAN. iNV O A y ( SAN INV r . • B 5 B 32.88 SAN. INV O j O 30 4 1 " - BLDG. = 32.85 a Y° `' BLDG 75 SAN. INV O I BLDG. = 30.30 BLDG = 0 z i f®� ~�- ®� 64 LE _F - , 34 I 32 RD BLD = 28.90 I BLDG.INV 8.90 I Su8'oik Counh'.DePartment of Health Services wa - s- - I - Approval for Construction-Other Than Single Fam11y AN. MH 34 - 63 LF- AN. MH y'4- - 5- - AN. MH --=�_ 3 gl . 1 , -- ' Reference No. Uo- 62 AN. MH sago -6 N..50 60 LF J2ao l 01L ® o Jj 34.15-5 - S- A A-6.1 -sD.m ` A. C-6 - ,. �L ; o�� � � N ,�� --- 3(3 RAN.5H / �� � ! X �HO! --Q7/3 Design Flow /O(� PROJECT NOLP cSYSTEM C-5 J \ 00 3375 SYSTEM A- J 33D.50 10, -27.32 ® ti0� ?°" .26.00 Use(s) 00026 zB ?s 5350t�AN�oN Pool 33� t ti �"- - -' These lens have been KCK DRAWN BY: LP c-5 33'__---- AN LP A-azo vF 32_ w �. -- �� � .... • ® P --,�2` 00026 LP conf/ ormance with Suffolk (TYPICAL) - 9, 3 31 _ County Department of Health Services standards, relating to tw tter CHECKED BY: TFL tM.R NGS= 2000 E -34 32 _ F supply and sewage disposal. Regardless of any omfssione, DATE: SYSTEM inconsistencies or lack of detail, construction is required AN LP C-4,o� 3ao�0 'i1r �I q fired to X00 in z?So = w 2525 w ExFAN !olv F',:L i �:9oH :� accordance with the attached permit conditions and applicable SCALE: AS NOTED r rr; - standards,unless specifically waived by the Department.This approval FILE NO.: ' A. C-4 " 32,5 IN A2.�-7 expires 3 years from the approval date,unless extend®d or renewed, I! :z7:e0 1:2' 2u % 100' PRIVATE WELL SETBACK .25.35 9 B /•� 0 CADD• 00026 SP Appmal Date Reviewer SHEET NO.: 27 PARTIAL SITE P S Rsvked Plan APPr0Ved _ s - 2520 SCALE: 1" = 50' Expires..._ ,s - 2a Z3 OF 5 S.C.D.H.S. APPROVAL i LL W �Ua J n oowo .L. - kvw's' VIEU PUMP 't 'UREr't' a to O Iw- 1 LP A-8 1 Fsiwtron SITE W r w O 3 U tJ F.a A-81 31.00 to �;W) F=- Z w -m 0 a D-6 1901.44' (DEED) O (li Z a �a=O Q �O o �W ¢ ¢t- a �•� �A-&2 _%� 1904.80' (ACNAL)f , OJcoO m CI _ a �- zOow AN. 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IN O BLDG. = 30.00 BLDG. = 30.80 Bim. - 30.80 Bim• •�31.10 �G s 31.10 ! _ "j r� _31.m t4 +� , SAN. iN s 30. 15 14 11 w W O = W 1 NV BLDG. = 31.20 16 I 13 12 Y @�� NV O � •� �3 KEY MA co CID=3 W U SCA 1-T-U.5 MILE w Z O 0 BLDG. - •20 19 I B I B B1 o SAN. INV O SAN. INV O I B1 1 • ' 40 8 IN `fit r 3100 x 2 1 B1 I = 30.1 BlD 17 30.10 Z 4 Z �. Q - 3040 30� r ^� `�1 \ AN. MH 0 18 I w g r ` \ 1 I - 4 EN = e� � _;: , � . S � :27:67 � 4Water/Drainager i Tab tN• d ` (t` M Y Y Y Y EN Q Crossing ng le Y Y Y Y m 273.68' (DEM) `;1bo `�� Crossing Drainage Water Separation S37*D4'40'E 269.77 (AC - s 01 . .:. Top Bottom Top Bottom w� I. i i u'w- o.. 8 29.49 27.99 26.25 25.50 1.74 - T,�l Z 29.10 27.60 25.86 25.11 1.74 31 �/ SYS M A 10 29.59 28.09 26.35 25.60 1.74 29----_� -'I'•W� �n-- e� � a D-2 LP D-2A 11 29.09 27.59 25.85 25.10 1.74 tNo 7 '�'' �~ ei .i� ) O M 28----� / • ,\�- 1, �+ U00 N TEM D-11 qL _ 12 28.06 26.56 24.82 24.07 1.74 �, CO ,n AN tP D-11 '' - J S 3o r �6 N N `� �J.y O 0 O 1 - _ �9� '{o ?s N 13 27.17 25.67 23.93 23.18 1.74 w w Z w - ®,0 272 n to' ^ . ,n N �o � ►- .; µ3iooH si ?�`" (� N 27.07 25.57 23.83 23.08 1.74 a a w a �., c /. B ty / 9 ♦?s N N 14 cn c� -' cn _ - _" � � ' `�\" � � % •�¢ , .I � } � T5 26.87 25.37 23.63 22.88 1.74 � ►- � t- 16 26.25 24.75 23.01 22.26 1.74 z z as z AN LP D-2 Z M Z 6 O _ 3200 - ._ .• -, ? H .. .. 1 1 17 26.05 24.55 22.81 22.06 1.74 v v W O O 1"w I m � d :z7.99 � �'�•'�"� � , �' � , 32.50 tw � � 28 25.95 24.45 22.71 21.96 1.74 = = U = w Gj� v �. �. \ / 32 � 1 ♦� _ 28A 25.75 24.25 22.51 21.76 1.74 0 0 _ 0 a N. MH �jb `\�> ��-.32 ✓ , �� `�� � ;.>, `•i�� ' .... � �a a2� 18.22 16.72 14.98 14.23 1.74 3225 • S 9 \ °r - .29.2t 32- \ 1 I ¢ Q w Q o } C ) S37'04'40'Ea. \ / a 95.00' t. \ � w w cn w 0 2� \ �/ w U �� M a 2s `ir -20.00 „�• - i - �. S M 0-1 3� �. � > > O i „t+•�. ��, � ,y1, \ ,� •► °' ti 3000 11r -"-'_� \ 7 w ' 2 1, Q / SYSTEM D 10 +LO q _ \\\( "moi ey '� q)S' ' `� f S, 29 � \�F\� ^�� �ry4> �// µlaw D-10 to• � .a C-i �-1 � � \ /�. \\ �� ` � �, - ---- ---- "� \',\ 30 - }, �Z \ 31 \ ,q 33 c AN. MH -2842 �- -26. w n'W /rr /7�� _-- - J4, - 32. \ � 1 SYSTEM C-2 ` ,� o \ t "�!K - as \ \ \ 28 29 n to cfl �\ 11 SP G• AN LP C-2t0 �J y. \ xc� - O - - C, ' N Q 34.50 10' N� \ \ '� \' V e+7 <O _ N SpS�' 19 � ` .- 1� 'tU"WZ O ) 6 I S- 18.7 ✓ 0"' \ _ 111 1 o q1, a, 18� o SPN GAG yp. 31 -2 ��o ✓�� 4 �a .r V\IA 3O o`er 2 N3 c^ \�`' �• �� _ 1 -29.20 \ �/�`� � �uwYi / ;' -' I N s O 6g'L 0\-GG 5 I.A. 8-18 AN. MH T �r �' �{ $��O � `4 •�,. '-: vrv�. ''1• . - `P`9 �. a, � � � N j Z 3000 • \ / 82 66 :' mAN. MH 31.00 z *668 3100 37 n j AN, INV B1 1 CNV O 82 AN. INV o 0 Se�G•$ ` � -29.30 � \ - � 10� � yp 31 go �G' AN LP 8-18 0 ; ' 33 i `i - SAN. INV ® \�J _DG. 3 8 , 3900 6 y •G• ,i `' 1 0 3 SYSTEM -1 0� C ItI V i O � -16 AN LP A-1 3ioo w 32 a 8-17 M B-17 .26.54 w w /g e c p r ,n ! z �f _ C ; J AN. MH :tea N. MH X. AN LP B-17t -26.93 SEN r k ��� o '/ 35 3250 ` -30.10 N SYSTEM B-16 /7 3100 4 50 .2701 1(-) / AN LP B-1610 .66 :26 25 / / ���• , � 400.00' _ �'c - to' N37'1330-W ��`r�`�� �f 31.90 T} 32 S •2669 'I N Q uj 33 3250 / AN MH J ..♦ � � ;%• f, by 3150 ` ` /ir a SYS M A-2 0(' AN LP A-2 ; 3221 t4' N. MH -29.02 A. A-2.1 AN. MH �1 90 .a 0 35.13 3290 • ,� ,'!� .90 3120 w MH 3205 w 9wt 35.00 _ -31.90 34.50 32 .94 a ` M -1 Y AN MH 50 IF i 5^� �ti LP to wi 00 N. O 9p �� � -28.20 1� o M \. ^ J o Leh } - -S- - - S- MH s pT> ♦ 91EA / �� S M 56 1.F 3350 ��9G P //e, / o \ P��. M w BLDG. = 33.80 SAN. IN : ' / 33 `\ 0� g Z Z O r SAN. I BLDG. a 33.80 \ Bs �" l � .A. c-to SAN. INV O BLDG. 32.30 I A I 85 11 9 3100 Q L1J } J S BLDG. 32.30 ' e �. Nti F- 8_7 A \ P r \ /5/ 5�2 w J z L L� � O i 8S - - 0� `I ' O Y 34 / -� r 0 1 O J Lu D- (� \ i � w O o (V •_ _ ti > ~ C) -- L_-I_ P AN. MH O W U rn r _1 �.� 3100 F- � , h 1: _ �� �' . -29.00 0 -- - - _ Q -RD 32'� _ D- ) - ti �- - - - H /� l I NtiN JO gG . . MH ( � Z I � � �. '1 �L�=- �-, p' o O � i I � � o c- Z \ •10.60 RD � y g O 116 j 1A t/ I 302910 A 1 A f oo, I 1A I. SAN. INV ® 119 I e • I vS Z Z BLDG I"" 0 I BAN. INV O BLDG. _ A SAN. INV o _ YS C_9 N o SUFFOLK COUNTY DEPARTMENT OF HEALTH SEI�ViCES SAN. INV'* BLDG = 60 ` 'Oy AN LP C-910 n .B - 33.60 1 y� U i -" 3254 (I APPROVED D ui 32 SYSTEM C-8 5 LF-'� _ 1 -26.34 w N �•:. s LP 10 _58� - - - �� � �H ,RINGS= 18.54 ®) n I _31 t 64 LF _ 'LF - 7�� REFERENCE NUMD � DIS-t�0/3 PROJECT NO.: 00026 MH ( -30.71 G!v- 1 - Or .1 t� DITIONS DRAWN BY: KCK 62 IF \ _µ33'3o - AN. MH � �- A. A-7.2 �� AN. MH � 34.30 g,� 33'50 _34.50 i .a A-7.1 -32.55 34.00 C �. l,ti t'• ;^� yep•,.1..,� r ` ANSION OOL -3129 sE N AN. MH �.D=\a+ss., tS��.7 tf :3ct.�.tt tL Cu'1! 76 oU 33.90 -� - TYPICAL �,, j� �( a:u N CHECKED BY: TFL REVIEV4'EFt'S INITIALS: / DATE: a C-6 \ SYS M A-7 %, \ SCALE: AS NOTED X90 A� A-720 :s°y.96 se N FILE NO.: \� 150' PRIVATE WELL SETBACK 1D0- PRIVATE WELL SETBACK CADD' 00026 SP TBACK _ ,," � ;. �'/ SHEET N NOV 2 0 2020 PARTIAL SITE L S Sollti101G 11JWr1 . 2 OF 5 SCALE: 1" = 50' Planning hoard V S.C.D.H.S. APPROVAL III smNll-Ell,Is HOUSE CONNECTION CHART HOUSE CONNECTION CHART HOUSE CONNECTION CHART HABITABLE GARAGE u- w SANITARY CALCULATIONS UNIT TYPE UNIT NUMBERS TOTAL (SF) O w I-- HOUSE NUMBER INV.@ BLDG. C.O.RIM EL. C.O.INV.EL. LENGTH SLOPE INV.@ MAIN HOUSE NUMBER INV.@ BLDG. C.O.RIM EL. C.O.INV.EL. LENGTH SLOPE INV.@ MAIN HOUSE NUMBER INV.@ BLDG. C.O.RIM EL. C.O.INV.EL. LENGTH SLOPE INV.@ MAIN AREA(SF) AREA(SF) W a cr SITE AREA/GROSS LAND AREA: 2,003,582 SF HC 1 33.45 35.45 33.39 24.00 16.96% 29.32 HC 21 31.90 33.90 31.84 22.00 12.91% 29.00 HC 62 31.25 33.25 31.19 26.00 7.27% 29.30 A 77-124 1,999 486 2,485 wle O POPULATION DENSITY EQUIVALENT ESTIMATE(YIELD MAP METHOD) HC 2 33.45 35.45 33.39 20.50 10.10% 31.32 HC 22 31.90 33.90 31.84 1E.50 15.35% 29.00 HC 63 31.90 33.90 31.84 23.00 10.35% 29.46 1,3,8,10,12,14,21,23, �p a.a. u)Or w PROPERTY LOCATED IN GROUNDWATER MANAGEMENT ZONE IV HC 3 32.57 34.57 32.51 29.00 11.00% 29.32 HC 23 31.14 33.14 31.08 21.00 13.71°% 28.20 HC 64 31.90 33.90 31.84 21.00 16.19% 28.44 26,27,29,33,41,47, r N w Z B 49,50,52,54,56,58, 1,599 363 1,962 W W) = 9 77 BUILDING LOTS PROVIDED ON YIELD MAP HC 4 32.57 34.57 32.51 20.00 15.20% 29.47 HC 24 31.14 33.14 31.08 2:.50 12.89% 28.05 HC 65 31.90 33.90 31.84 22.50 14.67% 28.54 E- F-Z w 59,68,72,76 ti woN POPULATION DENSITY EQUIVALENT=77 LOTS x 300 GAL/LOT/DAY=23,100 GPD rn Z N w O HC 5 31.40 33.40 31.34 31.50 6.41% 29.32 HC 25 30.60 32.60 30.54 24.00 11.33% 27.82 HC 66 31.90 33.90 31.84 27.50 12.51% 28.40 p�UJ,:.z Q a ° ° 2,5,6,9,11,13,19,20,22, O� O J� p< _ OVERALL DESIGN FLOW HC 6 31.40 33.40 31.34 28.00 6.68% 29.47 HC 26 30.60 32.60 30.54 21.50 11.95% 27.97 HC 89 29.75 31.75 29.69 23.00 11.57% 27.03 / ?•J M O zoom 24,25,28,30,38,42,44, 1.6. PROPOSED STRUCTURE USE: HC 7 30.40 32.40 30.34 24.50 15.76% 26.48 HC 27 30.95 32.95 30.89 18.00 12.61% 28.62 HC 90 29.75 31.75 29.69 18.00 15.94% 26.82 B1 1,599 363 1,962 W 5:60 Q corn J 48,51,53,57,60,20,64, >.j o J W W Z N J PRC UNIT BETWEEN 600-1600 SF GFA =150 GPD/UNIT HC 8 30.40 32.40 30.34 30.00 12.40% 26.62 HC 28 30.95 32.95 30.89 20.00 12.10% 28.47 HC 91 29.35 31.35 29.29 17.00 12.76% 27.12 66,70,73,74,75 321A.0 W Q d > Z�$ PRC UNIT BETWEEN 1600-2000 SF GFA =225 GPD/UNIT HC 9 30.40 32.40 30.34 36.00 10.47% 26.57 HC 29 32.70 34.70 32.64 30.60 14.93% 28.07 HC 92 29.35 31.35 29.29 22.00 8.91% 27.33 U)�V'd w �O Z 4,7,34,37,43,55,61, p Z cn w 0 Z HC 10 30.40 32.40 30.34 26.50 10.83% 27.47 HC 30 32.70 34.70 32.64 34.00 13.06% 28.20 HC 93 32.39 34.39 32.33 21.00 12.33% 29.74 B2 63,65,67,69,71 1'599 380 1'979 ca Q 10 O w J w DESIGN DENSITY: HC 11 31.10 33.10 31.04 36.00 7.56°% 28.32 HC 31 32.40 34.40 32.34 34.00 9.85% 28.99 HC 94 32.39 34.39 32.33 26.00 10.77% 29.53 m w J p L(0 0LL 0 60(2000 SF CONDO UNITS)@ 225 GPD/UNIT = 13,500 GPD HC 12 31.10 33.10 31.04 38.00 6.76% 28.47 HC 32 32.40 34.40 32.34 21.00 22.86% 27.54 HC 95 33.53 35.53 33.47 12.50 17.68°% 31.26 15,16,17,18,31,32,35, a'Z NZ N Z 64(1600 SF CONDO UNITS)@ 150 GPD/UNIT =9,600 GPD C 36,39,40,45,46 1,999 408 2,407 W D o O Z HC 13 30.80 32.80 30.74 29.00 14.55% 26.52 HC 33 31.20 33.20 31.14 29.00 9.72% 28.32 HC 96 33.53 35.53 33.47 10.00 20.10% 31.46 `- ".. O � TOTAL PROPOSED DENSITY =23,100 GPD COMMUNITY " =" ;' ♦^ Z~M g HC 14 30.80 32.80 30.74 26.00 15.27% 26.77 HC 34 31.20 33.20 31.14 30.50 8.75% 28.47 HC 97 33.20 35.20 33.14 14.00 17.57% 30.68 BUILDING N/A 6,188 N/A 6,188 v/ C92�p z Q O g PROPOSED DENSITY DOES NOT EXCEED ALLOWABLE DENSITY HC 15 30.00 32.00 29.94 29.00 8.52% 27.47 HC 35 31.60 33.60 31.54 30.50 7.05% 29.39 HC 98 33.20 35.20 33.14 20.00 11.40% 30.86 J W W Z Z Q Z COMMUNITY CENTER DENSITY(FOR RESIDENTS ONLY): HC 16 30.00 32.00 29.94 26.50 9.51% 27.42 HC 36 31.60 33.60 31.54 28.70 7.94% 29.26 HC 99 33.20 35.20 33.14 26.00 10.27°% 30.47 � ~Z O SHOWERS: 73 OCCUPANTS x 5 GPD =365 GPD HC 17 30.10 32.10 30.04 44.50 7.69% 26.62 HC 37 32.40 34.40 32.34 25.00 15.88% 28.37 HC 100 33.20 35.20 33.14 21.00 13.52% 30.30 a= Q O a a BAR ROOM:73 OCCUPANTS x 2.5 GPD = 185 GPD SANITARY SYSTEM CL co a c HC 18 30.10 32.10 30.04 41.70 8.56% 26.47 HC 38 32.40 34.40 32.34 22.00 11.27% 29.86 HC 101 30.94 32.94 30.88 14.00 12.71°% 29.10 N Z ca~ � TOTAL =550 GPD SYSTEM TYPE UNITS a p w HC 19 31.20 33.20 31.14 19.00 24.68% 27.97 HC 39 32.30 34.30 32.24 26.00 14.00% 28.60 HC 102 30.94 32.94 30.88 10.00 15.90°% 29.29 wCO=) SYSTEM "A" SANITARY CALCULATIONS HC 20 31.20 33.20 31.14 22.00 120.41% 28.17 HC 40 32.30 34.30 32.24 22.50 16.93% 28.43 HC 103 31.98 33.98 31.92 15.50 20.84% 28.69 W w OV DENSITY: HC 65 31.90 33.90 31.84 27.50 12.00% 28.54 HC 41 31.90 33.90 31.84 25.50 9.29% 29.47 HC 104 31.98 33.98 31.92 20.50 14.83°% 28.88 F- 15,16,17,18,81,82,83,84,85,86, Z 0 SYSTEM A AN 550 87,88 89,90,91,92,93,94,95,96,99,100, DESIGN DENSITY: 4(2,000 SF CONDO UNITS)@ 225 GPD/UNIT =900 GPD HC 66 31.90 33.90 31.84 15.00 22.93% 28.40 HC 42 31.90 33.90 31.84 23.00 110.74% 29.37 HC 105 33.85 35.85 33.79 17.00 15.00% 31.24 101,102,107,108,109,110,117,118,119,120 TOTAL =900 GPD HC 67 31.05 33.05 30.99 24.00 5.92% 29.57 HC 43 31.98 33.98 31.92 26.50 14.34% 28.12 HC 106 33.85 35.85 33.79 12.00 19.42% 31.46 Y Y Y Y 0 U 0 U m HYDRO ACTION UNITS: HC 68 31.05 33.05 30.99 24.00 6.54°% 29.42 HC 44 31.98 33.98 31.92 26.00 9.69% 29.40 HC 107 32.85 34.85 32.79 19.00 12.37°% 30.44 7,8,9,10,11,12,19,20,21,22,23,24,41, Y Y Y Y HYDRO ACTION AN550 UNITS ARE APPROVED TO 550 GPD HC 69 30.09 32.09 30.03 33.00 4.88% 28.42 HC 45 32.50 34.50 32.44 26.00 15.27% 28.47 HC 108 32.85 34.85 32.79 14.00 18.36°% 30.22 SYSTEM B AN 550 42,43,49,50,51,52,53,54,61,62,63, USE TWO(2) HYDRO ACTION AN550 UNITS HC 70 30.09 32.09 30.03 33.50 110.63% 26.47 HC 46 32.50 34.50 32.44 23.50 25.83% 26.37 HC 109 32.88 34.88 32.82 16.00 16.25°% 30.22 64,65,66,67,68,69,70,71,72 HC 71 30.09 32.09 30.03 21.00 13.62% 27.17 HC 47 31.18 33.18 31.12 28.60 6.29% 29.32 HC 110 32.88 34.88 32.82 21.00 11.38% 30.43 SANITARY LEACHING POOL DESIGN: HC 72 30.09 32.09 30.03 30.00 9.10% 27.30 HC 48 31.18 33.18 31.12 25.50 6.67% 29.42 HC 111 30.75 32.75 30.69 17.00 14.41% 28.24 SYSTEM C AN 550 77,78,79,80,97,98,103,104,105,106, REQUIRED: 900 GPD_ 1.5 GPD/SF =600 SF HC 73 29.80 31.80 29.74 29.00 8.24% 27.35 HC 49 31.02 33.02 30.96 23.00 8.74% 28.95 HC 112 30.75 32.75 30.69 12.00 18.67% 28.45 111,112,113,114,115,116,121,122,123,124 PROVIDED: (1 10 FT DIA.X 20'E.D. =628 SF Z ) HC 74 29.80 31.80 29.74 32.00 7.97% 27.19 HC 50 31.02 33.02 30.96 21.00 10.19% 28.82 HC 113 28.90 30.90 28.84 15.00 17.679'0 26.19 1,2,3,4,5,6,13 14,28 26,27 28,47,48 HC 75 30.33 32.33 30.27 26.00 9.77% 27.73 HC 51 32.05 34.05 31.99 37.50 11.15% 27.81 HC 114 28.90 30.90 28.84 10.00 24.40% 26.40 SYSTEM D AN 550 55,56,57,58,59,60,73,74,75,76 N N co 0 7 SYSTEM "B" SANITARY CALCULATIONS HC 76 30.33 32.33 30.27 29.00 7.90% 27.98 HC 52 32.05 34.05 31.99 24.00 9.25% 29.77 HC 115 30.30 32.30 30.24 22.00 14.32°% 27.09 7 w N DENSITY: o v N a HC 77 32.05 34.05 31.99 14.00 18.36% 29.42 HC 53 33.05 35.05 32.99 19.00 11.53'30 30.80 HC 116 30.30 32.30 30.24 26.80 10.97% 27.30 SYSTEM E AN 550 29,30,31,32,33,34 w w z w DESIGN DENSITY: 3(1,600 SF CONDO UNITS)@ 150 GPD/UNIT =450 GPD HC 78 32.05 34.05 31.99 19.00 14.68% 29.20 HC 54 34.05 36.05 33.99 22.00 13.82% 30.95 CLUBHOUSE 30.45 32.45 30.39 21.00 8.90°% 28.52 Z F- TOTAL =450 GPD Z HC 79 34.40 36.40 34.34 20.50 28.88% 28.42 HC 55 33.61 35.61 33.55 19.00 12.05% 31.26 0 � w 0 HYDRO ACTION UNITS: ~ ~ P HC 80 34.40 36.40 34.34 16.00 38.38% 28.20 HC 56 33.61 35.61 33.55 30.00 7.03% 31.44 � a SYSTEM F AN 600 35,36,37,38,39,40,44,45,46 w w ca w HYDRO ACTION AN550 UNITS ARE APPROVED TO 550 GPD HC 81 32.10 34.10 32.04 23.50 9.02°% 29.92 HC 57 33.96 35.96 33.90 29.00 10.69% 30.80 "� N I- :. USE ONE(1)HYDRO ACTION AN550 UNIT 40 - o o O W O o HC 82 32.10 34.10 32.04 19.00 12.21% 29.72 HC 58 33.96 35.95 33.90 24.60 11.9590 30.96 U U g U U) HC 83 31.90 33.90 31.84 20.00 15.55% 28.73 HC 59 31.00 33.00 30.94 21.50 10.23% 28.74 8$ z w N = z i p = w SANITARY LEACHING POOL DESIGN: z o 0 v HC 84 31.90 33.90 31.84 25.00 11.52% 28.96 HC 60 31.00 33.00 30.94 25.50 8.12% 28.87 z M N � N z v�'i .. o � j U U �_ U REQUIRED: 450 GPD=1.5 GPD/SF =300 SF PROVIDED: (1) 10 FT DIA.X 10'E.D. =314 SF HC 85 33.80 35.80 33.74 23.00 9.78% 31.49 HC 61 31.25 33.25 31.19 19.00 9.1190 29.46 II II II cJ N U S c6 w M N°r �- - - -^ -��� -= 3 w w w HC 86 33.80 35.80 33.74 18.00 13.67% 31.28 _ ''� w w w w c`'h' a N N u ! a s v> a HC 87 32.30 34.30 32.24 22.00 11.41% 29.73 y z z z II II SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ¢ Q n Q w w SYSTEM "C" SANITARY CALCULATIONS > > _ o: _m APP�.O 'RY w 0 w HC 88 32.30 34.30 32.24 26.70 8.65% 29.93 w N_ Q w = � zz DENSITY: DESIGN DENSITY: 2(2,000 SF CONDO UNITS)@ 225 GPD/UNIT =450 GPD HC 117 33.00 35.00 32.94 18.00 19.83% 29.37 REFEREP'CE I�'UME2: GlV a��$� w w w W TOTAL =450 GPD HC 118 33.00 35.00 32.94 25.00 15.16% 29.15 HC 119 33.60 35.60 33.54 13.00 32.77% 29.28 PROPOSED G1?�:?� - SEE D:X.�.WING# / OF 5' 0r SPECIAL CO DITIONS � � w � HYDRO ACTION UNITS: Z HYDRO ACTION AN550 UNITS ARE APPROVED TO 550 GPD HC 120 33.60 35.60 33.54 15.00 20.74% 30.47 Z 1 .•. USE ONE 1 HYDRO ACTION AN550 UNIT HC 121 31.90 33.90 31.84 19.00 13.74% 29.23 p REVIEWER'S INITIALS: /�- ( ) HC 122 31.90 33.90 31.84 13.00 18.38% 29.45 ~ HC 123 32.25 34.25 32.19 19.00 15.63% 29.22 3 SANITARY LEACHING POOL DESIGN: ... _____......_. _.____...._.___.._ REQUIRED: 450 GPD_1.5 GPD/SF =300 SF HC 124 32.25 34.25 32.19 24.00 11.54% 29.42 w W 6` SEWER MAIN UNE 0 1% f PROVIDED: (1) 10 FT DIA.X 10'IE.D. =314 SF WATER SERVICE ROOF DRAINAGE CROSSING TABLE WATER SERVICE/ROOF DRAINAGE CROSSING TABLE WATER SERVICE/ROOF DRAINAGE CROSSING TABLE (1% MIN. TYPICAL) N N N Lu SYSTEM "D" SANITARY CALCULATIONS DRAINAGE WATER DRAINAGE WATER DRAINAGE WATER o N DENSITY: UNIT TOP BOTTOM TOP BOTTOM SEPARATION UNIT TOP BOTTOM TOP BOTTOM SEPARATION UNIT TOP BOTTOM TOP BOTTOM SEPARATION5��/ DESIGN DENSITY: 2(1,600 SF CONDO UNITS)@ 150 GPD/UNIT =300 GPD 1 32.45 31.90 30.40 30.29 1.50 52 30.02 29.47 27.97 27.86 1.50 109 31.88 31.33 29.83 29.72 1.50 1O L� / TOTAL =300 GPD 2 32.45 31.90 30.40 30.29 1.50 53 31.25 30.70 29.20 29.09 1.50 110 31.88 31.33 29.83 29.72 1.50 IT "' N Z 6` DR-18 PVC 0 1.2% HYDRO ACTION UNITS: 3 31.57 31.02 29.52 29.41 1.50 54 31.25 30.70 29.20 29.09 1.50 111 29.75 29.20 27.70 27.59 1.50 HYDRO ACTION AN550 UNITS ARE APPROVED TO 550 GPD (1X MIN.) OTTOM ELEV. = 18.50 4 31.57 31.02 29.52 29.41 1.50 55 32.20 31.65 30.15 30.04 1.50 112 29.75 29.20 27.70 27.59 1.50 USE ONE(1)HYDRO ACTION AN550 UNIT 5 30.40 29.85 28.35 28.24 1.50 56 32.20 31.65 30.15 30.04 1.50 113 27.90 27.35 25.85 25.74 1.50 w 6 30.40 29.85 28.35 28.24 1.50 57 32.80 32.25 30.75 30.64 1.50 114 27.90 27.35 25.85 25.74 1.50 ' f SANITARY LEACHING POOL DESIGN: 7 29.40 28.85 27.35 27.24 1.50 58 32.80 32.25 30.75 30.64 1.50 115 29.30 28.75 27.25 27.14 1.50 �_ REQUIRED: 300 GPD-1.5 GPD/SF =200 SF / " Z 8 29.40 28.85 27.35 27.24 1.50 59 30.00 29.45 27.95 27.84 1.50 116 29.30 28.75 27.25 27.14 1.50 20 PROVIDED: (1) 10 FT DIA.X 10'E.D. =314 SF j 9 29.40 28.85 27.35 27.24 1.50 60 30.00 29.45 27.95 27.84 1.50 117 32.00 31.45 29.95 29.84 1.50 10 29.40 28.85 27.35 27.24 1.50 61 30.25 29.70 28.20 28.09 1.50 118 32.00 31.45 29.95 29.84 1.50 �� u� `� Q SYSTEM "E" SANITARY CALCULATIONS 0+00 0 X52 , ; 11 29.50 28.95 27,45 27.34 1.50 62 30.25 29.70 28.20 28.09 1.50 119 32.60 32.05 30.55 30.44 1.50 ` r DENSITY: 12 29.50 28.95 27.45 27.34 1.50 63 30.90 30.35 28.85 28.74 1.50 120 30.90 30.35 28.85 28.74 1.50 STATION y uj DESIGN DENSITY: 2 (1,600 SF CONDO UNITS)@ 150 GPD/UNIT =300 GPD 13 29.80 29.25 27.75 27.64 1.50 64 30.90 30.35 28.85 28.74 1.50 121 30.90 30.35 28.85 28.74 1.50 TYPICAL B UNIT SYSTEM (EX UMTS 3-4) �`� ��� a 1 (2,000 SF CONDO UNIT)@ 225 GPD/UNIT =225 GPD 14 29.80 29.25 27.75 27.64 1.50 65 30.35 29.80 28.30 28.19 1.50 122 30.90 30.35 28.85 28.74 1.50 TOTAL =525 GPD SCALE Horizontal:1"=20' Vertical:l'=5' 15 29.00 28.45 26.95 26.84 1.50 66 30.35 29.80 28.30 28.19 1.50 124 31.25 30.70 29.20 29.09 1.50 NOTE- SEE DETAILS FOR INSTAI I ATION RFOUIRFh4FNTS HYDRO ACTION UNITS: 16 29.00 28.45 26.95 26.84 1.50 67 29.29 28.74 27.24 27.13 1.50 HYDRO ACTION AN550 UNITS ARE APPROVED TO 550 GPD NOTE a USE ONE(1)HYDRO ACTION AN550 UNIT 17 29.10 28.55 27.05 26.94 1.50 68 29.29 28.74 27.24 27.13 1.50 1. UNITS 95,97,102-105,8,123 DO NOT HAVE WATER SERVICE 18 29.10 28.55 27.05 26.94 1.50 69 28.30 27.75 26.25 26.14 1.50 AND ROOF DRAINAGE SERVICE CROSSINGS o' T_.___.__ _ � _ ..___ . ._.cn 2. ALL WATER SERVICE AND ROOF DRAINAGE CROSSING ARE 4O z 19 29.20 28.65 27.15 27.04 1.50 70 28.30 27.75 26.25 26.14 1.50 DESIGNATED BY UNIT NUMBER NOT CROSSING NUMBERS. cy c�$ = v ,� S S I SANITARY LEACHING POOL DESIGN: S 20 29.20 28.65 27.15 27.04 1.50 71 28.10 27.55 26.05 25.94 1.50 - F v, ri 9 Y REQUIRED: 525 GPD-1.5 GPD/SF =350 SF Li z ``' °D _....v............ ... ... 21 30.00 29.45 27.95 27.84 1.50 72 28.10 27.55 26.05 25.94 1.50 II II rn z `' r; cl 11 Pf g .w M «r""' "� II II O M PROVIDED: (1) 10 FT DIA.X 12 E.D. =376.99 SF F5" - Z� 22 30.00 29.45 27.95 27.84 1.50 73 28.20 27.65 26.15 26.04 1.50 j ai Ci F F- r� N a r j N N '� Oi N N WE Z M 23 30.14 29.59 28.09 27.98 1.50 74 28.20 27.65 26.15 26.04 1.50 N N <,':� N N ?m II it it v N II W ch SYSTEM "F" SANITARY CALCULATIONS u n 24 30.14 29.59 28.09 27.98 1.50 75 28.80 28.25 26.75 26.64 1.50 > > _ -- - z z I - W DENSITY: z _ j j z z j } _- 25 29.60 29.05 27.55 27.44 1.50 76 28.80 28.25 26.75 26.64 1.50 x o: z i E U.. F- DESIGN DENSITY: 1 (1,600 SF CONDO UNIT)@ 150 GPD/UNIT = 150 GPD pROpOSED � =450 GPD 26 29.60 29.05 27.55 27.44 1.50 77 31.05 30.50 29.00 28.89 1.50 J 0 Z W O 2(2,000 SF CONDO UNITS)@ 225 GPD/UNIT 0 TOTAL =600 GPD 27 29.95 29.40 27.90 27.79 1.50 78 31.05 30.50 29.00 28.89 1.50 _ - ___ _ _ _ __ __- _____ _ 29.95 29.40 27.90 27.79 1.50 79 33.40 32.85 31.35 31.24 1.50 EXISTIN GRADE__ V 13- 28 Y J HYDRO ACTION UNITS: co HYDRO ACTION AN600 UNITS ARE APPROVED TO 600 GPD 29 31.70 31.15 29.65 29.54 1.50 80 33.40 32.85 31.35 31.24 1.50 -!----------- - _--_ -_ -_ J 30.55 29.05 28.94 1.50 Q LL 0 w O (V AN600 UNIT 30 31.70 31.15 29.65 29.54 1.50 81 31.10 O U) ? = u- 81 O :. USE ONE(1)HYDRO ACTION U v 31 31.40 30.85 29.35 29.24 1.50 82 31.10 30.55 29.05 28.94 1.50 3 _.___.._�4._LF._._.._-._.._._____.._.._._.....____ _____._..____ ._.....____.__.. ... _. . _.._._ _ _.... __ .__.._.,_ 63._ht -. W �- U 32 31.40 30.85 29.35 29.24 1.50 83 30.90 30.35 28.85 28.74 1.50 Z 35 LF 36 LF SANITARY LEACHING POOL DESIGN: 0 SEWER MAIN UNE 0 5.69% ' V = t:/) s' - w REQUIRED: 600 GPD_1.5 GPD/SF =400 SF 33 30.20 29.65 28.15 28.04 1.50 84 30.90 30.35 28.85 28.74 1.50 (1% MIN. TYPICAL) 6' DR-18 PVC 0 1% 6' DR-18 PVC 0 1% 6 SEWER MAIN UNE o 196 o PROVIDED: (1) 10 FT DIA.X 13 E.D. =408.40 SF 34 30.20 29.65 28.15 28.04 1.50 85 32.80 32.25 30.75 30.64 1.50 ? (1% MIN.) (1% MIN.) (1X MIN. TtPICAL) Q = o 0 35 30.60 30.05 28.55 28.44 1.50 86 32.80 32.25 30.75 30.64 1.50 O w _ cn 36 30.60 30.05 28.55 28.44 1.50 87 31.30 30.75 29.25 29.14 1.50 J COMMUNITY CENTER SANITARY SYSTEM w Q U o DENSITY: 37 31.20 30.65 29.15 29.04 1.50 88 31.30 30.75 29.25 29.14 1.50 =300 GPD 38 31.20 30.65 29.15 29.04 1.50 89 28.75 28.20 26.70 26.59 1.50 Z DESIGN DENSITY: O NOTE: SYSTEM TO BE DESIGNED FOR 300 GPD FLOW 39 31.30 30.75 29.25 29.14 1.50 90 28.10 27.55 26.05 25.94 1.50 TOTAL =300 GPD 40 31.30 30.75 29.25 29.14 1.50 91 28.35 27.80 26.30 26.19 1.50 Z 41 30.90 30.35 28.85 28.74 1.50 92 28.35 27.80 26.30 26.19 1.50 HYDRO ACTION UNITS: 42 30.90 30.35 28.85 28.74 1.50 93 31.39 30.84 29.34 29.23 1.50 HYDRO ACTION AN550 UNITS ARE APPROVED TO 550 GPD 43 30.98 30.43 28.93 28.82 1.50 94 31.39 30.84 29.34 29.23 1.50 U C/) USE ONE(1)HYDRO ACTION AN550 UNIT 44 30.98 30.43 28.93 28.82 1.50 96 32.53 31.98 30.48 30.37 1.50 20 __...____________..------_-____-------___--_--..______.__-___..___..----_.__._._.._._.___....... ...... . ___.__..___.__-.__.__.......____ ____-______ ______.__.____.. ___ 00026 45 31.05 30.50 29.00 28.89 1.50 98 32.20 31.65 30.15 30.04 1.50 PROJECT NO SANITARY LEACHING POOL DESIGN: 46 31.05 30.50 29.00 28.89 1.50 99 32.20 31.65 30.15 30.04 1.50 BOTTOM ELEV. = 8.93 DRAWN BY: KCK REQUIRED: 550 GPD-1.5 GPD/SF =367 SF 47 30.02 29.47 27.97 27.86 1.50 100 32.20 31.65 30.15 30.04 1.50 =376.99 SF :. .. _.......... ... ... ,. CHECKED BY: TFL PROVIDED: (1) 10 FT DIA.X 12'E.D. 48 30.02 29.47 27.97 27.86 1.50 101 29.94 29.39 27.89 27.78 1.50 49 30.02 29.47 27.97 27.86 1.50 106 32.85 32.30 30.80 30.69 1.50 DATE: GREASE TRAP DESIGN: 50 30.02 29.47 27.97 27.86 1.50 107 31.85 31.30 29.80 29.69 1.50 1 : . ;.. ._ . ._ ;... ....... .... SCALE: , 1"=80' PROVIDE CAPACITY FOR 1 DAY FLOW OR 550 GPD. 51 30.02 29.47 27.97 27.86 1.50 108 31.85 31.30 29.80 29.69 1.50 15 1 FILE NO:: USE MINIMUM 1,500 GALLON GREASE TRAP: PROVIDED: (1)8 FT DIA.X 5'E.D. ADD: _ P 0+00 1+00 2+01 SHEET No.: STATION NOTE: CLUBHOUSE BULDING IS TO BE USED BY RESIDENTS ONLY.SANITARY CALCULATIONS ARE INDICATED FOR DESIGN PURPOSES TO SIZE THE PROPOSED SANITARY SYSTEM AND TYPICAL A UN1 IT SYSTEM (EX. UMTS 107 - 110) Nov 2 e 2RU 30F5 DOES NOT AFFECT THE PROPOSED DENSITY. -- SCALE Horizontal: Vertical:l"=5' NOTE: SEE DETAILS FOR INSTALLATION REQUIREMENTS Southold Tom-, Planning Board I i LL OWH 1n Q n W ~ Y DRAINAGE STRUCTURE TABLE DRAINAGE STRUCTURE TABLE DRAINAGE STRUCTURE TABLE BORING NO. REPORT ON BORINGS r`t. 02 P o w� - DATES: 12/7/06 GENERAL ` •"LU 'Vo C W O 3 U ID Structure Type RIM ELEV. TOP OF RINGINV.IN INV.OUT OT OF RIN EFF.DEPTH ID Structure Type RIM ELEV. OP OF RINGINV.IN INV.OUT OT OF RINGEFF.DEPTH ID Structure Type RIM ELEV. OP OF RINGINV.IN INV.OUT OT OF RINGEFF.DEPTH DEPTH SPooN SAMPLE 1) WATER LEVELS SHOWN AT THOSE MEASURED ON THE DATE INDICATED MID MAY NOT BE �: I � EWw A-1 4'x4'Catch Basin 33.24 N/A 27.74 27.74 N/A N/A 1-1 12'0 Drywall with Round Slotted Grate 30.80 26.83 24.00 24.00 16.83 10.00 S-21 24"m Area Drain 31.50 N/A 27.50 27.50 N/A N/A REFLECTIVE OF DAILY OR SEASONAL N Z N W O W p A-2 4'x4'Catch Basin 33.24 N/A 27.54 27.54 N/A N/A 1-2 12'0 Drywall with Round Slotted Grate 29.50 26.83 24.00 24.00 16.83 10.00 S-22 12'o Drywall with Round Slotted Grate 32.50 29.83 27.50 23.50 19.83 10.00 i -7 "I101SOILS VARIATIONS IN THE GROUNDWATER LEVEL O W W-e Q Q I=- . SILTY LOAM 2) THE BORING RESULTS REPRESENT ^ LL W A-3 4'm Manhole with Solid Cover 31.90 N/A 26.69 26.69 N/A N/A 1-3 12'o Drywall with Round Slotted Grate 29.50 26.83 24.00 24.00 16.83 10.00 S-23 24"o Area Drain 32.15 N/A 27.00 27.00 N/A N/A SUB-SURFACE CONDITIONS ONLY AND ARE 1.1. W J M zoo. 14 NOT NECESSARILY REPRESENTATIVE OF `' S. A-4 12'm Drywall with Curb Inlet 31.60 28.93 25.50 25.50 16.93 10.00 S-24 24"m Area Drain 32.25 N/A 27.00 27.00 N/A N/A COARSE TO FINE � D. W Z N J +e 12 1 BROWN AND uaNT CONDITIONS AT OTHER LOCATIONS W K W v O � A-5 12'o Drywall with Curb Inlet 31.60 28.93 25.50 25.50 16.93 10.00 1 1 12'o Drywall with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 5-25 12'0 Drywall with Round Slotted Grate 31.50 28.83 27.50 N/A 18.83 10.00 5 SAN OCCASIONALIL - GRAVEL. ny Q 0 Z In A 6 12'e Drywall with Round Slotted Grate 31.10 27.93 25.50 25.50 16.93 10.00 1-2 12'm Drywall with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 5-26 24"m Area Drain 31.25 N/A 27.00 27.00 N/A N/A 10 16 2 LARGE GRAVEL (� � � LL a W�O Z A_7 12'e Drywall with Round Slotted Grate 29.60 26.93LL W N/A 25.50 16.93 10.00 1-3 12'm Drywall with Round Slotted Grate 30.75 27.08 23.75 23.75 14.08 13.00 5-27 24"a Area Drain 32.00 N/A 26.75 26.75 N/A N/A p Z W CJ 26.93 25.50 25.50 16.93 10.00 +6 BR�4 ANARSE D LINE O O O A-8 12'm Drywall with Round Slotted Grate 29.60 5-28 24"m Area Drain 31.75 N/A 27.25 27.25 N/A N/A A_9 12'o Drywall with Round Slotted Grate 29.60 26.93 25.50 25.50 16.93 10.00 K-1 12'm Drywall with Round Slotted Grate 30.50 26.83 24.50 24.50 14.83 12.00 S 29 24"o Area Drain 32.00 N/A 27.25 27.25 N/A N/A BROWN SAND AND v. ;' ix t W W W O? Z N Z W N Z A-10 12'o Drywall with Manhole Cover 30.00 26.93 25.50 25.50 16.93 10.00 K-2 12'o Drywall with Round Slotted Grate 30.50 26.83 24.50 24.50 14.83 12.00 LJ- S-30 24"m Area Drain 32.75 N/A 27.25 27.25 N/A N/A 10 � ` W O 12'm Drywall with Manhole Cover 31.10 27.93 25.50 25.50 16.93 10.00 5-31 24"a Area Drain 33.85 N/A 29.00 29.00 N/A N/A e e 3 U) v♦ A-11 My _ _ _ A-12 12'o Drywall with Round Slotted Grate 32.00 28.93 25.50 N/A 16.93 10.00 L-1 4'x4'Catch Basin 32.78 N/A N/A 28.00 N/A N/A 5 32 12'e Drywall with Round Slotted Grate 34.90 32.23 27.00 N/A 22.23 10.00 ++ z t0 Z O g LUI-- Z� > A-13 12'0 Drywall with Manhole Cover 31.60 28.93 25.50 N/A 16.93 10.00 L-2 4'x4'Catch Basin 32.78 N/A 27.89 27.89 N/A N/A 5-33 12'e Drywall with Round Slotted Grate 33.50 30.83 27.50 N/A 20.83 10.00 W F-Z Lu Lu =W O_ A-14 12'0 Drywall with Round Slotted Grate 31.10 27.93 25.50 N/A 16.93 10.00 L-3 4'o Manhole 34.1 S N/A 27.38 27.38 N/A N/A 5-34 24"0 Area Drain 33.80 N/A 27.25 27.25 N/A N/A Q 0 W < A-15 12'0 Drywall with Round Slotted Grate 31.50 28.83 25.50 N/A 18.83 10.00 L-4 4'x4'Catch Basin 32.14 N/A 26.39 26.39 N/A N/A S-35 12'0 Drywall with Round Slotted Grate 32.00 29.33 26.60 N/A 19.33 10.00 15 ?�fi Z d rn Cl r+n N Z ott Z Cl 4'x4'Catch Basin 32.14 N/A 26.86 26.86 N/A N/A S-36 12'o Drywall with Round Slotted Grate 31.50 28.83 26.00 N/A 18.83 10.00 A-16 24"m Area Drain 34.20 N/A N/A 27.20 N/A N/A L-5 - ti A-17 24"0 Area Drain 33.50 N/A N/A N/A N/A N/A L-6 4'o Manhole 33.08 N/A 27.08 27.08 N/A N/A S-37 24"m Area Drain 31.10 N/A 27.25 27.25 N/A N/A " O_ O W 0 2 A-1g 12'e Drywall with Round Slotted Grate 34.50 31.80 25.50 N/A 21.80 10.00 L-7 4'x4'Catch Basin 34.05 N/A 27.41 27AI N/A N/A S-38 24"m Area Drain 30.75 N/A 26.25 26.25 N/A N/A W W O A-19 24"a Area Drain 33.10 N/A 27.94 27.94 N/A N/A L-8 4'x4'Catch Basin 34.05 N/A 27.52 27.52 N/A N/A S-39 12'o Drywall with Round Slotted Grate 30.75 28.08 26.50 N/A 18.08 10.00 20 ~ Z A-20 24"a Area Drain 29.10 N/A N/A 26.25 N/A N/A L-9 4'x4'Catch Basin 31.80 N/A 27.05 27.05 N/A N/A S-40 24"m Area Drain 31.75 N/A 27.25 27.25 N/A N/A 11 12 5 L-10 4'x4'Catch Basin 31.80 N/A 26.94 26.94 N/A N/A S-41 24"o Area Drain 32.50 N/A 26.25 26.25 N/A N/A B-1 4'x4'Gatch Basin 33.58 N/A N/A 28.08 N/A N/A L-11 4'o Manhole 32.50 N/A 27.10 27.10 N/A N/A S-42 12'o Drywall with Round Slotted Grate 32.50 29.83 25.25 N/A 19.83 10.00 1e Y Y Y Y m B-2 12'o Diffusion Well with Curb Inlet 33.58 30.08 27.88 N/A 18.08 12.00 L-12 12'm Diffusion Wells with Round Slotted Grate 29.50 26.83 23.83 N/A 16.83 10.00 S-43 24"o Area Drain 32.50 N/A 27.00 27.00 N/A N/A +� NO WATER ENCOUNTERED B-3 4'm Round with Slotted Grate 33.50 N/A N/A 28.50 N/A N/A L-13 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 N/A N/A 16.83 10.00 S-44 24"m Area Drain 32.25 N/A 26.10 25.60 N/A N/A 12 17 6 g� 12'0 Drywall with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-14 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 N/A N/A 16.83 10.00 S-45 12'o Drywall with Round Slotted Grate 32.75 30.08 27.50 N/A 20.08 10.00 END OF BORING: 25' 0" B-5 12'o Drywall with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-15 12'o Diffusion Wells with Round Slotted Grate 29.50 26.83 23.82 N/A 16.83 10.00 S-46 12'o Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.89 N/A 16.83 8.00 B_6 12'0 Drywall with Round Slotted Grate 32.60 28.93 26.63 26.63 16.93 12.00 L-16 24"o Area Drain 33.50 N/A 28.17 28.17 N/A N/A S-47 12'o Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.25 N/A 16.83 8.00 B-7 24"m Area Drain 35.00 N/A 29.00 29.00 N/A N/A L-17 24"a Area Drain 32.75 N/A 28.03 28.03 N/A N/A S-48 12'0 Diffusion Wellsl with Round Slotted Grate 27.50 24.83 23.89 N/A 16.83 8.00 Z B-8 24"o Area Drain 33.90 N/A N/A 29.90 N/A N/A L-18 24"0 Area Drain 32.25 N/A 26.92 26.92 N/A N/A O 0 o U rn L-19 12'e Drywall with Round Slotted Grate 33.50 30.83 27.65 N/A 20.83 10.00 BORING N0. 2 REPORT ON BORINGS Co O N L_20 12'0 Drywall with Round Slotted Grate 33.00 30.83 27.00 N/A 20.83 10.00 GENERAL NOTES BORING N0. 3 REPORT ON BORINGS BORING N0. 4 REPORT ON BORINGS DATES: 12/7/06 z 1n /7/ DATES 12/7/08 DATES: 12/5/06 GENERAL O O ? N] C-1 4'x4'Catch Basin 32.70 N/A N/A 26.50 N/A N/A L-21 12'm Drywall with Round Slotted Grate 33.00 30.83 29.00 N/A 20.83 10.00 oEPTN W W F- W N FEET SPOON SAMPLE OERC�710N DEPM SPOON SAMPLE DESCRIPTION OFr7H SPOONDESCRIPTION C 2 4'x4'Catch Basin 32.70 N/A 26.27 26.27 N/A N/A L-22 12'0 Drywall with Round Slotted Grate 32.25 29.58 26.98 N/A 19.58 10.00 BLOWS N0. OF SAMPLE N FELT BLOB OF SAMPLE N BLOWS SAMPLE OF SAMPLE p �p W p C 3 4'm Manhole with Solid Cover 31.53 N/A 25.34 25.34 N/A N/A L-23 12'm Drywall with Round Slotted Grate 34.00 31.33 28.73 N/A 21.33 10.00 1 SANDY TOPSOIL 1 1 H H V H C-4 4'x4'Catch Basin 31.65 N/A 25.64 25.64 N/A N/A L-24 24"o Area Drain 33.10 N/A 27.96 27.96 N/A N/A COARSE TO FINE gL7Y LOAN SAND_ SILTY LOAM 2 N fn C-5 6'm Manhole with Solid Cover 30.80 N/A 24.78 24.78 N/A N/A L-25 24"o Area Drain 33.50 N/A 28.00 28.00 N/A N/A a �(SM)SILT.SOME 7 t4 g m W 2 Z • 11 1 C-6 4'x4'Flush Catch Basin 29.81 N/A 23.92 23.92 N/A N/A L-25 24"0 Area Drain 32.90 N/A 28.06 28.06 N/A N/A T 7 1 COARSE 70 FNE BROWN 5 COARSEBROWN � 21 ao 1COARSE TO FINE 0 0 O O O O C-7 4'x4'Catch Basin 29.81 N/A N/A 24.14 N/A N/A 5 SAND AND GRAVEL(SM) BROWN SAM AND BROWN AND LIGHT � m 0 rn Lij � u 14 2 GRAVEN.(SW) 5 BROWN SAND Mm 2 = O = C 8 6'a Manhole with Solid Cover 30.50 N/A 25.58 23.33 N/A N/A M-1 4'x4'Catch Basin 32.63 N/A N/A 26.96 N/A N/A e 7 2 E RAVELGRAVIL OCCASIONAL O O U O � 24 22 LARGE GRAVEL(SWjcf) to Cn � U C-9 4'x4'Catch Basin 32.32 N/A 26.45 26.45 N/A N/A M-2 12'0 Drywall with Curb Inlet 32.63 28.58 26.75 26.30 13.58 14.00 2 W C-10 4'x4'Catch Basin 32.32 N/A N/A 26.65 N/A N/A M-3 12'm Drywall with Round Slotted Grate 31.25 27.58 26.30 26.30 13.58 14.00 COARSE FILE BROWN a a N d AND C_11 12'0 Drywall with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-4 12'0 Drywall with Round Slotted Grate 31.25 27.58 26.30 N/A 13.58 14.00 10 AND LIGHT BROWN S) AND GRAVEL(SRM) ¢ ¢ a C_12 12'm Drywall with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-5 24"o Area Drain 33.50 N/A 29.50 27.82 N/A N/A 10 +� t2 3 10 s • 3 17 • 10 U) Ln Q U) C-13 12'm Drywall with Round Slotted Grate 29.75 26.08 21.00 N/A 14.08 12.00 M-6 12'o Drywall with Round Slotted Grate 33.90 31.23 30.00 N/A 21.23 10.00 11 12 3 12'0 Drywall with Round Slotted Grate 29.75 26.08 30.00 21.00 14.08 12.00 M-7 12'0 Drywall with Round Slotted Grate 34.50 31.83 28.00 N/A 21.83 10.00 fY C 14 M^ W C-15 12'0 Drywall with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 M-8 24"o Area Drain 32.50 N/A 28.00 28.00 N/A N/A 15 C 16 12'm Drywall with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 M-9 24"o Area Drain 33.90 N/A 30.00 3000 N/A N/A 15 a t4 4 15 C_17 12'0 Drywall with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 s 10 4 1e 12 16 C-18 12'0 Drywall with Round Slotted Grate 29.75 26.08 21.00 21.00 14.08 12.00 N-1 12'0 Drywall with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 12 +6 4 C-19 12'0 Drywall with Manhole Cover 30.10 26.08 21.00 N/A 14.08 12.00 N-2 12'o Drywall with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 W� 17" 7" C-20 12'0 Drywall with Manhole Cover 32.75 30.08 25.00 25.00 17.08 12.00 N-3 12'o Drywall with Manhole Cover 30.50 26.83 N/A 23.50 11.83 15.00 20 Ito t+ 5 C_21 12'o Drywall with Manhole Cover 32.45 29.08 25.00 25.00 17.08 12.00 N-4 12'0 Drywall with Manhole Cover 30.00 26.83 N/A 23.50 11.83 15.00 20 +2 � C-22 12'o Drywall with Manhole Cover 31.75 29.08 25.00 25.00 17.08 12.00 N-5 12'0 Drywall with Manhole Cover 31.25 26.83 23.50 23.50 11.83 15.00 a 10 5 10 14 5 12'0 Drywall with Manhole Cover 32.00 29.08 25.00 25.00 17.08 12.00 N-7 12'0 Drywall with Round Slotted Grate 33.50 30.83 23.50 23.50 20.83 10.00 16 N N N CEP < t` c0 N Q C-23 M+' C-24 12'm Drywall with Manhole Cover 32.40 29.08 25.00 25.00 17.08 12.00 N-8 24"0 Area Drain 33.50 N/A 30.00 30.00 N/A N/A 25 6 0 M (6 N] W 25' 7" C-25 12'0 Drywall with Manhole Cover 32.70 29.08 25.00 25.00 17.08 12.00 N-9 12'0 Drywall with Round Slotted Grate 32.25 29.58 N/A 27.25 19.58 10.00 12 • to t2 C-26 1 T Drywall with Manhole Cover 32.25 29.08 25.00 25.00 17.08 12.00 N-10 24"0 Area Drain 34.50 N/A 31.50 31.50 N/A N/A 25 12 14 6 25 a +6 6 C-27 24"a Area Drain 34.00 N/A N/A 30.00 N/A N/A N-11 24"0 Area Drain 34.50 N/A 31.50 31.50 N/A N/A END OF BORING: 25' 0" END OF BORING: 25' 0" tl' M N Z C-28 12'0 Drywall with Round Slotted Grate 31.50 28.83 26.50 N/A 18.83 10.00 N_12 12'0 Drywall with Round Slotted Grate 34.50 31.83 29.50 N/A 21.83 10.00 C-29 24"m Area Drain 31.50 N/A 28.00 28.50 N/A N/A N-13 12'0 Drywall with Round Slotted Grate 34.50 31.83 29.50 N/A 21.83 10.00 ----- c 30 2a"o Area Drain 29.50 N/A 26.50 26.50 N/A N/A BORING NO. 5 REPORT ON BORINGS BORING NO. 6 REPORT ON BORINGS BORING NO. 7 REPORT ON BORINGS GENERAL NOTES NDTEs DATES: 12/5/06 DATES: 12/7/06 DATES: 12/5/06 GENERAL NOTES i% C-31 24"0 Area Drain 29.50 N/A 26.50 26.50 N/A N/A 0-1 12'0 Drywall with 4'x4'Catch Basin 31.85 28.83 24.50 N/A 19.83 9.00 W DEPTH DESCRIPTION OEP+M SPOON SAMPLE DISI IP110N IN PIX7 SPOON SAMPLE DESCRIPTIONSPOON C-32 24"0 Area Drain 29.50 N/A 26.50 26.50 N/A N/A O.2 12'0 Drywall with 4'x4'Catch Basin 32.25 28.83 24.50 N/A 19.83 9.00 N FEET �E O N 81Ow5 NO. OF SAMPLE N Lp SLEI=- C-33 24"o Area Drain 31.75 N/A 26.50 26.50 N/A N/A 0-3 12'o Drywall with Manhole Cover 32.90 29.83 24.50 N/A 19.83 9.00 i SILTY TOPSOIL 1 T� 1 T to, ,; Z C-34 12'0 Drywall with Round Slotted Grate 31.75 29.08 21.00 N/A 19.08 10.00 0-4 12'm Drywall with 4'x4'Catch Basin 32.50 29.83 24.50 N/A 19.83 9.00 SILTY LOAM SILTY LOAM SILTY LRAM §�; (n r' '' 'f 0 C 35 24"m Area Drain 34.00 N/A 26.50 26.50 N/A N/A 0 5 12'0 Drywall with 4'x4'Catch Basin 31.50 28.83 24.50 N/A 19.83 9.00 4 e 16 1 t Z N/A 20.58 10.00 1e 2D 1 t6 1 ,t Q C-36 12'0 Drywall with Round Slotted Grate 33.25 30.58 27.00 0-6 IlTo Drywall with Round Slotted Grate 34.50 31.83 30.00 N/A 21.83 10.00 3 s 1 �. J//, COARSE TO BR01W COARSE TO F71 BFROMRI AND 5 COARSE TO FINE BROLWN AND %iNy� N ' -'•:,/ C 37 12'0 Drywell with Round Slotted Grate 33.75 31.08 28.25 N/A 21.08 10.00 trj 5 11WT SMD AIO GRAVE BAOIWN SAND AND GtAVLL .... AND GRAVEL. OCCASIONAL 6 • 2 OCCASIONAL IARfIE GRAVEL(SWj 12 is 2 OCCASIONAL LARGE GRAVEL (SW) S :/ P-1 4'm Slotted Manhole 31.25 N/A N/A 24.85 N/A N/A 12 t6 2 lAROE GtAVFl(SP/511, D 1 4'x4'Catch Basin 33.56 N/A N/A 28.20 N/A N/A P-2 12'o Drywall with Round Slotted Grate 29.50 26.83 24.85 24.85 12.83 14.00 19 17 1• ````~ L I 't: ' f W COARSE TG FI+E BROWN AND ---.��, n: COARSE TO FINE BROWN COARSE TO FIN BROYN AND LIGHT BROWN SAND AND GRAVEL D-2 4'x4'Catch Basin 33.56 N/A 28.10 28.10 N/A N/A P_3 12'm D ell with Round Slotted Grate 29.50 26.83 24.85 24.85 12.83 14.00 AND LIGHT SAM AND LIGtT BROWN SAM laR amu'^ ' (� ryw D-3 4'0 Manhole with Round Solid Cover 32.33 N/A 27.59 27.59 N/A N/A P� 4'a Slotted Manhole 30.85 N/A N/A 24.85 N/A N/A GRAVEL� THIN LAYER OF SILT(SF'M1 +i D-4 4'0 Round Slotted Manhole 32.50 N/A 27.51 27.26 N/A N/A 10 10 COARSE TO FINE BROWN AND 10 14 t6 3 +• 16 3 UOMT MAVEL�AteD 10 12 3 D-4A 4'o Manhole with Solid Cover 31.50 N/A 26.67 26.67 N/A N/A Q-1 12'0 Drywall with Round Slotted Grate 29.50 26.83 N/A 21.50 11.83 15.00 D-5 4'x4'Catch Basin 32.14 N/A N/A 27.79 N/A N/A Q_2 12'0 Drywall with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 2D to t+ r^ D-6 4'x4'Catch Basin 32.14 N/A 27.68 27.68 N/A N/A Q_3 12'0 Drywall with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 W D-7 4'm Manhole with Solid Cover 32.74 N/A 27.93 27.93 N/A N/A Q..4 12'0 Drywall with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 W 15 15 15 D-8 4'x4'Catch Basin 33.97 N/A 28.30 28.30 N/A N/A Q-5 12'o Drywall with Round Slotted Grate 29.50 26.83 21.50 21.50 11.83 15.00 12 t4 4 t6 15 16 to m O M D-9 4'x4'Catch Basin 32.97 N/A 28.40 28.40 N/A N/A Q-6 12'o Drywall with Round Slotted Grate 29.50 26.83 N/A 21.50 11.83 15.00M N/A N/A 18.83 8.00 to u 4 +4 4 i>- D-10 M 12'0 Diffusion Wells with Round Slotted Grate 29.50 26.83 Q-7 12'e Drywall with Round Slotted Grate 30.50 27.83 27.00 N/A 17.83 10.00 �-- D-11 12'0 Diffusion Wells with Round Slotted Grate 29.50 26.83 25.67 N/A 18.83 8.00 - H Q-8 12'0 Drywall with Round Slotted Grate 30.50 27.83 26.00 N/A 17.83 10.00 rZ D_12 12'0 Drywall with Round Slotted Grate 32.50 29.83 29.20 N/A 19.83 10.00 Q_9 24"0 Area Drain 30.80 N/A 27.50 27.50 N/A N/A Z V- 20 20 20 I"- D-13 24"0 Area Drain 33.50 N/A 30.00 30.50 N/A N/A Q-10 12'0 Drywall with Round Slotted Grate 30.75 28.08 21.50 21.50 18.08 10.00 12 12 5 5 ""' W O D-14 12'o Drywall with Round Slotted Grate 33.50 30.83 28.00 30.05 20.83 10.00 16 t4 5 14 12 Q-11 24"m Area Drain 30.50 N/A 27.50 27.50 N/A N/A t6 +4 � O /� 0 D-15 24"a Area Drain 35.50 N/A 32.50 32.50 N/A N/A 16 � Y Q-12 24"0 Area Drain 30.75 N/A 27.50 27.50 N/A N/A (I' ^ Q V J co J D-16 24"0 Area Drain 32.50 N/A 28.50 28.50 N/A N/A Q-13 12'0 Drywall with Round Slotted Grate 33.10 30.43 26.00 N/A 20A3 10.00 ++ v L.L C D-17 24"a Area Drain 33.00 N/A 29.50 29.50 N/A N/A 12 17 Q 14 24"o Area Drain 34.90 N/A 28.00 28.00 N/A N/A 25 14 is 6 O O O.oB 29.25 N/A 30.08 10.00 t2 to 6 1e 24 g W � N D_18 12'0 Drywall with Round Slotted Grate 32.75 3 END OF BORING: 25' 0" O r Q = O END OF BORING: 25' 0" END OF BORING: 25' 0" � � I=_- U � D-19 24"0 Area Drain 31.50 N/A 28.00 28.00 N/A N/A R-1 12'o Drywall with Round Slotted Grate 29.50 26.83 N/A 23.50 11.83 15.00 D-20 24"0 Area Drain 33.00 N/A 31.00 31.00 N/A N/A R-2 12'm Drywall with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 V J J W D_21 12'0 Drywall with Round Slotted Grate 32.75 30.08 28.00 N/A 20.08 10.00 O R-3 12'0 Drywall with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 BORING NO. 8 REPORT ON BORINGS s 2 W Q F-- O 0.22 12'o Drywall with Round Slotted Grate 32.80 29.33 27.00 N/A 19.33 10.00 R-4 I To Drywall with Round Slotted Grate 29.50 26.83 23.50 23.50 11.83 15.00 DATES: 12/5/06 GENERAL NOTES " ..-. -~ _ ._r" Y T C = O D 23 24"a Area Drain 34.50 N/A 29.50 29.50 N/A N/A SUFFOLK COUNTY DEPARTMENT F?F HEALTH SERVICES (� = o O R-5 12'0 Drywall with Round Slotted Grate 29.50 26.83 N/A 23.50 11.83 15.00 "TA Spm SAMPLE DESCRIPnION D-25 12'o Drywall with Round Slotted Grate 35.50 32.83 30.00 N/A 22.83 10.00 •" EttA6Ki k0 CF SAMPLE S-1 4'x4'Catch Basin 33.88 N/A N/A 27.76 N/A N/A 1 Z O E-1 24"0 Area Drain 28.75 N/A N/A 24.76 N/A N/A SILTY LOAM, TRACE GRAYISH REFER-,EYM N'V BER. �� �� d10�� O 0 S-2 4'x4'Catch Basin 33.28 N/A 27.36 27.36 N/A N/A 7 BROWN SILT(31Q r t� .y� t;T E-2 4'x4'Catch Basin 28.57 N/A 24.61 24.61 N/A N/A S-3 4'o Manhole 31.11 N/A 26.82 26.82 N/A N/A +2 14 1 SEE- j.%s'=rVIIING # _L vl E 3 4'x4'Catch Basin 28.57 N/A 24.38 24.38 N/A N/A COARSE TO FINE BROW AND S-4 4'x4'Catch Basin 31.17 N/A 26.42 26.42 N/A N/A 5 LIGHT BROWN SAND AND r� » TT [� O E-4 4'x4'Catch Basin 31.54 N/A 25.83 25.83 N/A N/A S-5 4'x4'Catch Basin 31.17 N/A N/A 26.72 N/A N/A 11 14 GRAVEL(� REVIEWER'S INITIALS: Z E-5 4'x4'Catch Basin 31.54 N/A 25.41 25.41 N/A N/A E-6 4'o Manhole with Round Slotted Manhole 29.50 N/A N/A 25.65 N/A N/A S-6 4'o Manhole 31.75 N/A 25.89 25.89 N/A N/A n 2 17 S-7 4'0 Manhole 32,75 N/A 25.64 25.39 N/A N/A U E-7 4'o Manhole with Round Slotted Manhole 29.50 N/A 25.25 25.25 N/A N/A S-8 4'o Manhole 31.30 N/A 24.83 24.83 N/A N/A E-8 4'o Manhole with Solid Cover 31.75 N/A 24.50 24.50 N/A N/A 5-9 4'x4'Catch Basin 30.56 N/A 24.50 24.50 N/A N/A 10 PROJECT NO.: 00026 E-9 6'o Diffusion Wells with Round Slotted Grate 24.00 20.48 22.75 N/A 15.48 5.00 • e 5-10 4'x4'Catch Basin 30.56 N/A N/A 24.78 N/A N/A DRAWN BY: KCK E-10 6'o Diffusion Wells with Round Slotted Grate 23.50 20.48 20.40 N/A 15.48 5.00 w 3 5-11 4'o Slotted Manhole 31.60 N/A 26.31 26.31 N/A N/A CHECKED BY: TFL 21 90 N/A N/A 16.90 N/A N/A S-11A 24"o Area Drain 31.75 N/A 27.00 27.00 N/A N/A F_1 4'x4'Catch Basin 5-12 4'x4'Catch Basin 30.90 N/A 25.68 25.68 N/A N/A F_2 12'o Drywall with 4'x4'Catch Basin 21.90 19.23 16.65 16.65 12.23 7.00 15 DATE' 5-13 4'x4'Catch Basin 30.90 N/A 25.46 25.46 N/A N/A F-3 12'0 Drywall with Manhole Cover 23.75 21.08 18.48 16.65 12.23 7.00 • • SCALE: NTS 5-14 4'o Manhole 32.92 N/A 26.00 26.00 N/A N/A 1t 4 S-15 4'x4'Catch Basin 32.08 N/A 25.27 25.27 N/A N/A L O.. G_1 12'0 Drywall with Round Slotted Grate 27.25 24.58 24.58 24.50 11.58 13.00 5-16 4'x4'Catch Basin 32.08 N/A 25.06 24.81 N/A N/A G-2 12'o Drywall with Round Slotted Grate 27.25 24.58 24.50 24.50 11.58 13.00 CADD: 0 026 SP 5-17 4'o Manhole 33.63 N/A 25.53 25.53 N/A N/A 20 S-18 4'o Slotted Manhole 32.50 N/A 26.03 26.03 N/A N/A m 12 5 GENERAL NOTES. H-1 12'o Drywall with Round Slotted Grate 30.00 26.83 24.50 24.50 14.83 12.00 5-19 4'x4'Catch Basin 31.51 N/A 26.65 26.65 N/A N/A 12 1 . SOIL BORINGS PERFORMED BY SLACK E TEST BORING, _ - SHEET NO.: H-2 12'0 Drywall with Round Slotted Grate 30.00 26.83 24.50 24.50 14.83 12.00 S-20 4'x4'Catch Basin 31.15 N/A 26.76 26.76 N/A N/A INC. ON DECEMBER 5, 2006 \I 0 t4 I\Jo YI V 2020 -I � 6 Southc'ld Town J �4 OF 5 END OF BORING: 25' 0" Planning Board a LL 4-#3 BARS #5 @ 6"EACH WAY TOP w a @ H 20 NOTE 2� RATED SLAB W x v~i OR EQUAL HORIZ. 8-#3 BARS OR ryv' L) ___ _____ #6 6" EACH WAY BOTTOM see v w a -� EQUAL VERT. "-" 16'-0" 1-1/2"CLEAR 0 0 / — - - O ( W � =Qwv 4 ' l . O Z N W 0 W N V1 x O 3" CLEAR 16'-0" cn Lli 'h" O LLi ¢ Q �- a l l l I ° >S--v Qoom 0000°°°°° . LL-I I - 1 , 0000°°°°° Q7 1 , \ 0°°0000 'O� II UJI X IL 2_ 2 �i Outlet f iv - C a w"- Q Inlet ��/ / / / INCOMING 115 z w�LLp 0000° to 0p z cn w 1= z EXTEND REINFORCING TO "j-` : z'9Uj Z U,o z PRE-CAST WITHIN 1.5"OF THE :: z z W Z �z W w oK 21-0110 S / ACCESS HOLE O w�'� �o ? _ I REINF.CONC. - _ :: 'v 31-2110 LEACHING POOL 3 J Z3� ZZ°g DIAGONAL REINFORCING Motu A K '; W W Q Q 0 TOP/BOTTOM TO MATCH `u' S P 1 N RP 1 N P 1 N C 1 N 1 2 3 4 5 6 W Q o w a w Q HORIZONTAL REINFORCING3.00. <oa < 0 PLAN OVERLAP THE DIAGONAL N z °a ►- o HEAVY DUTY CAMPBELL#1104A BARS BY 2 MIN. ti g z w w to a.om CAST IRON FRAME AND COVER ° = w cf) oPLC ~o o =z CONTROL PANEL ,' n o w WITH AIR PUMP. w HS-20 LOAD RATED BOLTED m I­_ m 1= w w w LL_ LI_ MAY BE MOUNTED ON UNIT = _ _ � w w FINISHED GRADE CAST IRON COVER. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI m 1.11 = m m o o OR REMOTELY. STEEL YIELD STRENGTH 60,000 PSI UNCOATED a ¢ — - � I } MAXIMUM OF T OF EXTENSION (UNCOATED) � Q Q Y Y Y Y NOTE: COLLARS MAY BE USED TO Cast In Place Reinforced Concrete H2O Traffic Rated Slab For AN600 o m m _ w w w w _< a Y Y Y Y m INLET PIPE TO BRING CASTING TO GRADE. Z m 0 0 8-#3 BARS OR BE EXTENDED Scale: NTS n a m m a m � �Lij U-1 w � � w w TO EDGE OF DOME � �' U of O ME f= EQUAL VERT. 20" z TO PERMIT SAMPLING a � F a X o Q Q 6"0 P.V.C. • N v 4#3 BARS �- BUTYL RUBBER GASKET < LL m w U U U N N Q to w W Cr 0 U U = 2 /'RUBBER PIPE CONNECTOR Of x w w _ _ (SDR-35) @ 1.0% OR EQUAL HORIZ. � CK m o Inlet _ Cl = PRECAST FL -LINE I Outlet w c P8 TR oMPR ssoR 5 \� / TERMINAL CONNECTION DIAGRAM �, o � REINF. CONC. co \\jj\ CONE BLOWER NOT TO SCALE p Q z p 0 0 o W o \% PUMP/COMPRESSER POWER CIRCUIT z z «s z \/� ti `v CONTROL PANEL AND AIRPUMP IN POLYETHYLENE 115V - 1 PH ENCLOSURE ON PRECAST G (i t p p w 0 O CONCRETE PAD CB 1 U U U v) ti M 1 B � �j•��.-' L �.� " o xX DP DISCI H. " PUMP RATINGS: Cr U U v, U --- N ----------, PUMP 3 4HP 115V cn cn x cn /\/ \ REINF. CONC. wHr I L wHr I / /� \ �.� f✓ MOTOR 15.0 F.L.A. w w 0 w \�/ �n( {�•® .� o /\j\ LEACHING RING . . - � n. a cn a H cv \ \ \/\ , •• a• e• \\/ CSR2 6 LOOPS Q Q W Q ew—a, EXISTING GROUND -- M2 O O _ \� BLK o BLK BLK P1 ---------_I RECIRC. UMP RATINGS: O %j// >� � _ �. �'/ ` \gyp v u ¢ n U) �j\\%� Q� o a //�/I ^ - /\�j\�>e� I ,� N PUMP 3 4HP @ 115V w �u w \\\ W U 1 /\\j m 2 /\ SUPPLYTO TREATMENTUNITw� --- �\ / 0! � Y ------- MOTOR 15.0 F.L.A. O \\�/\ 111'\ PRECAST CONCRETE 11 G _ w j /�/j 3' MIN. \/j\\; <_ MONOLITHIC TANK CB3 M3 \\j j/ p HS-20 LOAD RATED ,� �, BLK - .t w / / F /�i c 1019^ --0 o nP MIXER PUMP RATINGS: /\/ \. EARTH COVER:0ef% .50-3.0 FT. N r ------- a \\ 1010 \/\ o w� � - ; PUMP ; 3/4HP �© 115V 0 HYDROACTION AN500-C NITROGEN REDUCTION SYSTEM --'. MOTOR / 15.0 F.L.A. \ .WEIGHTS: CB4 'I� -i�- /;�\\� WELDED WIRE MESH BASE UNIT: 12,250 LBS. �F" � �'� - -n ----------a \�\� \j/\\ SEE 3' MIN. ABOVE %/�\ ROOF SLAB: 4,100 LB. WHT N MOTOR ,� 1/4HP @ 115V � ^ CN 6 x 12 W6 x W8 —o u i i RATINGS: N N N - llJ \jj\\ NOTE GROUND \\/j\\i (NP) m ----------- 5.4 F.L.A. --------- \jam\ WATER \j\\� 11.94 NOTE: ALL MOTORS MUST HAVE INTERNAL D U' OVERLOAD PROTECTION. BACKFILL TO BE CLEAN SAND AND GRAVEL /j\\\� ° BLDG MAIN \\jj\ ELECTRICAL " N z O PANEL BLu LR_—Q 1 RED/WH M1 ww SECTION A-A INLET ° ° PROVIDE RED 4"0 P.V.C. ° 40A BREAKER (SDR-35)@ 2.0°/ 0 ° ° 115/120 VOLT DISCH RUNNING w ._ __ UTLET SERVICE �. ° 4"0 P.V.C. _ BLU LR 1-Q2 PINK (SDR-35)@ 1.0% (3)#8 CONDUCTOR WIRE M2 wHr \ ` SANITARY COMMERCIAL ° (1)#10 GROUND WIRE CNKj.v, Z LEACHING POOL DETAIL IN11/2"PVC(SCH80)CONDUIT A R CIRC RUNNING ; :: ��a Y NOT TO SCALE / BLU LR 1-Q3 YE H WHT �� ,�G1'-��{) ] w M3 \X/ I/A OWTS ' G ° ° CONTROL MIXER 7RUNNING \ I I 5.74'DIA. .83' DIA. PANEL ° ° NOTES: 1. AS PART OF THE INSTALLATION OF LEACHING POOLS, CONTRACTOR IS ° VATE 6' INTO EXISTING SAND AND GRAVEL ACCEPTABLE ° BLU LR1 W"T RESPONSIBLE TO EXCA ° TO HEALTH DEPT. AND ENGINEER AND BACKFILL WITH S.C.D.H.S. ACCEPTABLE CONTROL WIRING PER MANUFACTURER IN 1 v2°PVC(SCH 880 CLEAN SAND AND GRAVEL TO INLET PIPE ELEVATION. 0)CONDUIT W BLU 2. EFFECTIVE DEPTHS ARE MEASURED FROM THE INVERT TO BOTTOM OF COVERS SHALL BE SET FLUSH TO GRADE, BLU WATERTIGHT, LOCKING, INSECT-PROOF, W r O Co M STRUCTURE. SKID-PROOF AND APPROVED FOR SEWAGE TUF-TITE COVER TO BE FILLED WIT I/A OWTS z M USE. TUF-TITE HEAVY DUTY FLAT RISER LID CONCRETE OR IF COVER WEIGHS LESS THAN TREATMENT w H 3. DUMMY RINGS SHALL BE PROVIDED AS NECESSARY TO BRING LEACHING POOLS WITH 1.75"STAINLESS STEEL SQUARE DRIVE 60 POUNDS,PROVIDE SECONDARY SAFETY LID SYSTEM Z SAFETY SCREWS OR POLYLOK 3008-HD OR DEVICE /J�� O_ TO GRADE. ISERS TO CONFORM TO ASTM D24-12 AN LIR1 —04 RED Li: z W O (24" MIN.) THE RISER TO TANK CONNECTION SHALL (24"MIN.) INSIHED _ BLu �6 PLC INPUT O 4. CONCRETE TO TEST 4000 P.S.I. @ 28 DAYS. BE WATERTIGHT AND STRUCTURALLY SINGLE LINE WIRING DIAGRAM !n W 0 Y SOUND NOT TO EXCEED HEIGHT GRADE _ O H V Y J 5. REINFORCEMENT MEET A.S.T.M. A-615, A-185 SPECIFICATIONS. 2• MAX 24" MIN. 24" MlN. NOT TO SCALE f C 777 77 AS- 0 0 BW AS-1 PINK tY W O O (V 1' MIN. ASSEMBLY,RE-CIRCULATION 6. REINFORCE FOR H-20 WHEEL WITH 18" GROUND COVER. 245 COMPLETE AN600 o a = o 2.5' MAX / HWA _I W v, U EZ BOX MODEL ,..,,... ... ,. ...,........ _...._..,..,. . ___ _ _ _ S/S ,Bw _ t n RED RUN AUD. � PROVIDE REMOTE VISUAL ALARM _35'0 P.V.C.P cSUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -- V o- U O LE014027026 LIGHT(RED)TO ILLUMINATE IN THE (SDR-35)@ r` ALARM EVENT AN ALARM OCCURS "0 P V C A �?PR D MUTE � c �" Q 0 L-� O (SDR-35)@ 1.0% BLu > _ U) 00 SNG AND D 2 REFERENCE NIJM�ER: U o o� d��3 1 TEST 0 LL 20A GFCI UTILITY/SERVICE PROVIDE AUTOMATIC ALARM DIALER TANK CON CTI KIT O ALARM 0 OUTLET ON DEDICATED HYDROACTION TO DIAL OWNER AND 08M PROVIDER SEEI3:=aA�z►�Iitifr + 1_GI�" FO., SPEI-ILUCONN--TIONS � LIGHT z 0 CIRCUIT BREAKER CONTROL PANEL IN THE EVENT OF AN ALARM RED I BLK RED wrlT . REVIEWER'S INITIALS: TANK,AN600 2d 5 ENABLE PRETREATME ROVIDE EFFLUENT o PROPOSED TELECOM FILTER ON OUTLET PIPE. BLu 1 r= I1 PLC INPUT CONDUIT TO BUILDING SEE DETAIL THIS SHEET ` : ZL���J� v OVERRIDE vi ELECTRICAL CONDUIT(TYP) M �_ 12 PLC INPUT PROJECT NO.: 00026 SEE NOTE 3 i0 � � NOTES: BLu 3 a``!` 4 YEL H HP120 LINEAR AIR COMPRESSOR 1. ALL TANKS MUST BE WATERTIGHT.TWO METHODS OF ENSURING TANKS ARE CSR2 DRAWN'BY: KICK PUMP FOR HYDROACTION UNIT WATERTIGHT SHALL BE EITHER VACUUM TESTING OR WATER PRESSURE TESTING BLU WH PINK I4 PLC INPUT CHECKED BY: F7r AN600 W/ METHODS AS FOLLOWS: TFL 6" 6" PLATFORM 1.1. VACUUM TESTING:SEAL THE EMPTY TANK AND APPLY A VACUUM TO FOUR(4) 4"CONC.PAD COMPLETE INCHES(100MM)OF MERCURY.THE TANK IS APPROVED IF 90%OF VACUUM IS HELD DATE: / / FOR TWO(2)MINUTES. m DOSE T�" SCALE: 1"=80' 1.2. WATER TESTING:SEAL TANK; FILL TANK WITH WATER TO OUTLET INVERT I7 PLC INPUT �����7 ����\\ V� x\ XXXX ELEVATION, LET STAND FOR 24 HOURS. REFILL THE TANK TO THE OUTLET INVERT BLU - ^ AIR HOSE AND i\ AFTER THE 24-HOUR PERIOD IS COMPLETE.LET THE TANK STAND FOR AN —o DEMAND FILE NO,: _ POWER SHALL CONNECT TO CIRCUIT ELECTRICAL SUPPLY ADDITIONAL 10-HOUR PERIOD.THE TANK IS APPROVED IF WATER LEVEL IS HELD TAN CARD: 00026 SP 2'-8 1/2" 1 BREAKER BOX INSIDE OF BUILDING TO HYDROACTION UNIT '-2" \_ FOR THE 10-HOUR PERIOD.WATER PRESSURE TESTING IS RECOMMENDED TO BE SPRAY 16 PLC INPUT _ REMOTE CONTROL PANEL DETAIL 6'-0" 3"MIN.BED OF DONE ONSITE AFTER INSTALLATION. SHEET NO.: 5'-1/2" PROPERLY GRADED 2. SEPTIC TANK SHALL BE INSTALLED LEVEL IN ALL DIRECTIONS(MAX.TOLERANCE IN ANY NOT TO SCALE SAND OR PEA GRAVEL DIRECTION+/_ INCH)AND IN ACCORDANCE WITH MANUFACTURER'S BLU wHYDRO-ACTION AN600 245 NITROGEN REDUCTION SYSTEM RECOMMENDATIONS. NOTES: 50F5 1. PANEL BOX MUST BE LOCATED WITHIN VIEW OF THE SANITARY SYSTEM. REMOTE DETAIL 3. ALL THERMOPLASTIC TANK COVERS SHALL BE UV PROTECTED,CAPABLE OF 2. PANEL AND ENCLOSURE SHALL MEET NEMA 4X SPECIFICATIONS. NOT TO SCALE WITHSTANDING 2,500 LB.,AND BE PLACED IN A NON-TRAFFIC AREA WITH STAINLESS ELECTRICAL SCHEMATICS ®_ 3. PROVIDE EXPLOSION PROOF CONDUIT SEALS ON ALL CONDUIT CONNECTIONS BETWEEN STEEL TAMPER-RESISTANT FASTENERS. �� "' -'TM" NOT TO SCALE REMOTE CONTROL PANEL AND I/A OWTS TANK. Inv 9 n ani, OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 ,�� � , Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) " " Telephone: 631 765-1938 Southold, NY www.southol dtownny.gov UNV PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 12, 2021 Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Amended Site Plan Approval The Heritage at Cutchogue Residential Site Plan, aka Harvest Pointe 75 Schoolhouse Road, Cutchogue SCTM#1000-102-1-33.3 Zoning District: Hamlet Density - HD Dear Mr. Alia: The following resolution was adopted at a meeting of the Southold Town Planning Board on Monday, March 8, 2021: WHEREAS, on August 11, 2017, this Residential Site Plan was approved with conditions for the development of 124 detached and attached dwellings and associated amenities and infrastructure; and WHEREAS, on June 3, 2019, the Planning Board amended condition #20 of the February 11, 2019 resolution; and WHEREAS, on December 2, 2019, the Planning Board amended the approved site plan with the addition of a single pickleball court of 1,710 square feet located next to the tennis court; and WHEREAS, on September 14, 2020, the Planning Board granted an extension of two years and seven months to May 1, 2023; and WHEREAS, on November 20, 2020, Henry Alia, authorized agent, submitted an amended site plan application for review; and Herita a at Cutcho ue Amended Page 2 March 12_,2021, WHEREAS, this amended site plan proposes to change eight of the approved units from a B2 unit design (livable floor area 1,599 sq. ft.) to a revised C unit design (livable floor area 1,999 sq. ft.). The livable floor area will increase by a total of 3,200 sq. ft. for the overall site; and WHEREAS, on January 5, 2021, Henry Alia, authorized agent, submitted additional information and revised site plans for review; and WHEREAS, the Suffolk County Department of Health Services (SCDHS) granted revised approval to reference #C10-06-0013 on October 15, 2020 for the subject amended application; and WHEREAS, pursuant to site plan approval Condition #11, the applicant has applied to amend the site plan to add livable floor area in the form of second floors on one story units, with no expansion of the footprints as shown on the approved site plan, so long as the total livable floor area on the Property does not exceed 234,576sf; and WHEREAS, on February 8, 2021, a public hearing was held and closed; and WHEREAS, on March 8, 2021, the Southold Town Planning Board reviewed the amended site plan and determined that all applicable requirements of the site plan regulations in Southold Town Code have been met; therefore be it RESOLVED, that the Southold Town Planning Board grants an Approval With Conditions, listed below, to the amended site plan entitled "Overall Unit Layout Harvest Pointe" (aka The Heritage at Cutchogue) prepared by Gregory David Peterman, L.S., dated November 12, 2020, and authorizes the Chairman to endorse the plans listed below after Condition #1 is met: Sheet 1 of 1 — Overall Unit Layout dated 11/12/20 Floor Plan — Fescue (Revised C Model Type) stamped received by PB 1/5/21 Conditions: 1) Prior to endorsement of site plan, obtain a use certification from the Chief Building Inspector as required by Town Code. 2) This amended site plan addresses only the increase in total livable floor area by 3,200 square feet for the overall site in the form of an additional 400 sq. ft. within each of eight units (unit #s 31, 32, 35, 36, 39, 40, 45, 46). All other conditions, rules and regulations are subject to the original site plan approval by the Planning Board in their resolution dated August 14, 2017 for the residential site plan entitled "Harvest Pointe at Cutchogue" (aka The Heritage at Cutchogue) prepared by VHB Engineering, Surveying and Landscape Architecture, P.C., dated July 10, 2015„ and last revised July 28, 2017„ and all associated and subsequent related approvals not specifically altered in this ,application; Heritage at Cutcho ue Amended Page 3 March 11-2021 3) The maximum livable floor area for all residential units on the Property shall not exceed 222,276 square feet. "Livable floor area," for the purposes of this condition, is defined as all spaces within the exterior walls of a dwelling unit, but shall not include community facilities, garages, breezeways, unheated porches, cellars, heater rooms, and approved basements having a window area of less than 10% of the square foot area of the room. This condition replaces on-going conditions # 10 and 11, in the original site plan approval by the Planning Board in their resolution dated August 14, 2017. To be consistent with this approval and the amended conditions listed above, the filed covenants must be amended. Please submit draft amended covenants at your earliest convenience for Planning Board review. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman cc: Michael Verity, Chief Building Inspector By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: , Applicant Signature: Date: OFFICE LOCATION: �vzzrzz-� MAILING ADDRESS: Town Hall Annex SOIJ P.O. Box 1179 54375 State Route 25 �� � a Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold, NY Telephone: 631 765-1938 www.southoldtownny.couffm PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J. Verity, Chief Building Inspector Amanda Nunemaker, Building Permits Examiner From: Brian Cummings, Planners N` Date: March 19, 2021 Re: Use Certification Amended Site Plan for the Heritage @ Cutchogue (aka Harvest Pt.) 75 Schoolhouse Lane, Cutchogue SCTM#1000-102.-1-33.3 This amended site plan proposes to change eight of the approved units from a 132 unit design (livable floor area 1,599 sq. ft.) to a revised C unit duplex design (livable floor area 1,999 sq. ft.). The total livable floor area of the overall site will increase by 3,200 sq. ft. Your certification is requested at your earliest convenience. Thank you for your cooperation. Encls: Site Plan Application Site Plan Southold Town Planning Board Work Session --March 8 2021 — Page 2 9 g .__ Project Name: 1750 Sterling Agricultural Barn SCTM#: . 1000-96-3-2.1 Location: 830 Sterling Lane, Cutchogue Description: This agricultural site plan is proposed to demolish an existing 1,378 sq. ft. barn and construct a 4,826 sq, ft. barn for agricultural storage located within a 2.0 acre reserve area (SCTM#1 000-96.-3-2.1) where there exists a 2-story single family dwelling with garage and four (4) accessory storage buildings totaling ±3,754 sq. ft., the parcel is attached to ±16.8 acres of farmland (SCTM#1000-96.-3-2.2) with Development Rights held by Southold Town in the AC Zoning District. Status: Pending__ Action: Review for Determination Attachments: Staff Report Project Name: The Heritage at Cuutchogue Amended SCTM#: 1000-102-1-33.3 (Harvest Plointe) Location: 75 Schoolhouse Read, on the n1w corner of Griffing Street and School House Lane, approximately 1,079 Feet No the Main Road, in Cutchogue. Description: This arnended site plan proposes to change eight of the approved units from the B2 unit design (livable floor area 1,599 sq. ft.) to a revised C unit design (livable floor area 1,999 sq,. ft.). The livable floor area will increase by a total of 3,200 sq. ft. for the overall site. Status: Pending Action Review for Determination Attachments: Staff Report Project Name: Indian Neck Farm Amended SCTM#: 1000-97.-9-12 & 10.4 j 1000-98-1-2.1 & 27.1 Location: 3595 Skunk Lane and 4170 Indian Neck Lane, Peconic Description: This amended agricultural site plan application is for the proposed construction of a curb cut for access to Skunk Lane and the closure of an existing curb cut to Indian Neck Lane, for an existing farm comprising of four parcels totaling +132 acres with over 20,000 sq. ft. of existing buildings in the AC Zoning District. The property is located at 3595 Skunk Lane and 4170 Indian Neck Lane. Status: Pending Action: Review for Completeness Attachments; Staff Report Project Name, Wickham Road Offices SCTM#: 1000-114-11-15 Location: 12800 Route 25, Mattituck Description: This site plan is for the proposed conversion of an existing 770 sq, ft. accessory apartment to a principle office structure, no footprint expansion or basement, with four (4) parking stalls on 0.23 acres in the Hamlet Business Zoning District. Status: Pending Action: Review Request for Electrical Work Attachments: Staff Report Southold Planning Department Staff Report Site Plan Application Work Session — Review for Determination Date March 8, 2021 Prepared By: Brian Cummings I. Application Information Project Title: The Heritage @ Cutchogue (aka Harvest Pointe) Amended Tax Map Number: 102.-1-33.3 Project Location: 75 Schoolhouse Rd. Hamlet: Cutchogue Zoning District: Hamlet Density (HD) II. Description of Project Type of Site Plan: Residential Acreage of Project Site: 46.17 acres Building Size III: Analysis This amended site plan proposes to change eight of the approved units from a B2 unit design (livable floor area 1,599 sq. ft.) to a revised C unit duplex design (livable floor area 1,999 sq. ft.). The total livable floor area of the overall site will increase by 3,200 sq. ft. Units: 31/32, 35/36, 39/40, 45/46 1. Residential Site Plan Approved 8/2017• extended 2019: a. Residential Site Plan including 124 detached and attached dwellings, community center, and associated amenities and infrastructure; b. With reference to the Planning Board Approval Resolutions, there are fifty-one (51) ongoing conditions of approval. c. This site plan amendment is required as specified in Conditions #10 and 11 as follows: Condition # 10 The max;_ �oabl mum total livable floor area for all residential units on the Property shall , ITITm� not exceed 234,576 6 snare feat, The Site Plan was approved with 219,076 square --, feet of livable floor area, with an allowance of 125 square feet potential increase in 1 each unit with no expansion of the footprint. This condition does not precjudqjhe applicafor an amendment to the site plan to add livable floor area in the form of second floors on the one-story units, with no expansion of the Loot rints as shown in the approved siteplan, tip to the amount in the adulation of Settlement (245,000,square feet) expansion must meet all other codes and wastewater reg"u"lat'ions of the Suffolk County Oepa ment of Health Services, "Livable floor area," for the purposes of this condition, is defined as all spaces within the exterior walls of a dwelling unit, but shall not 'Include community facilities, garages, breezeways, unheated porches, cellars, heater rooms, and approved basements having a window area of less than 10% of the square foot area of the room. Condition #11 The maximum livab,te. floor area in arx one unit must not exceed 1 999 SqUare, feet, except for minor increases in livable floor areas within existing structures of not more than 125 square feet for any unit, so long as the total livable floor area on the Propert does not exceed 234 576 s uare feet. This condition does not preclude the applicant from applying for an amendment to the site plan to add livable floor area in the form of second floors on the one-story units, with no expansion of the footprints as shown in the approved site plan, up to the amount in the Stipulation of Settlement (245,000 square feet). Any expansion must meet all other building codes and wastewater regulations of the Suffolk County Department of Health Services. "Livable floor area," for the purposes of this condition, is defined as all spaces within the exterior walls of a dwelling unit, but shall not include community facilities, garages, breezeways, unheated porches, cellars, heater rooms, and approved basements having a window area of less than 10% of the square foot area of the room. Approved site plan = 219,076 sf of livable floor area Proposed amendment: 219,076 + 3,200 = 222,276 sf of livable floor area 2. Staff Analysis: a. Suffolk County_P.eparttent of Heall.h.-Services ('SCDHS) Amended site plan with the additional 400 sq. ft. of floor area approved October 15, 2020 under reference #C10-06-0013 b. This amended site plan details eight unit modifications to change the designated units from a B2 model type to a revised C - Unit duplex that increases livable floor area from 1,599sf to 1,999sf within the architecture of the previously approved C Unit design. The addition of 400 sq. ft. within each eight (8) units comes to a total of 3,200 sq. ft. of additional livable floor area to the overall floor area of the site plan. All pertinent conditions, rules and regulations are subject to the original approval for the residential site plan entitled "Harvest Pointe at Cutchogue" (aka The Heritage at Cutchogue) prepared by VHB Engineering, Surveying and Landscape Architecture, P.C., dated July 10, 2015, and last revised July 28, 2017. c. With reference to file submissions and the public hearing transcript, the applicant agreed to no further increase in livable floor area beyond this application. IV: Planning Board items to consider: Consider the following as conditions to the amended site plan, Conditions 1) Prior to endorsement of site plan, obtain a use certification from the Chief Building Inspector as required by Town Code. 2) This amended site plan addresses only the increase in total livable floor area by 3,200 square feet for the overall site in the form of an additional 400 sq. ft. within each of eight units (unit #s 31, 32, 35, 36, 39, 40, 45, 46). All other conditions, rules and regulations are subject to the original site plan approval by the Planning Board in their resolution dated August 14, 2017 for the residential site plan entitled "Harvest Pointe at Cutchogue" (aka The Heritage at Cutchogue) prepared by VHB Engineering, Surveying and Landscape Architecture, P.C., dated July 10, 2015, and last revised July 28, 2017, and all associated and subsequent related approvals not specifically altered in this application, 3) The maximum livable floor area for all residential units on the Property shall not exceed 222,276 square feet; This condition replaces on-going conditions # 10 and 11, in the original site plan approval by the Planning Board in their resolution dated August 14, 2017, and as listed below.,- Amended elow.;Amended Conditions on oin 1. Submit a copy of the Amended C&R's as submitted and reviewed at the January 14, 2019 public hearing, along with proof they were filed with the County Clerk; 2. All aspects of the Project shall be constructed and maintained substantially in accordance with the Site Plan including the architectural drawings, except where the Site Plan is amended by a majority plus one vote of the Planning Board after a Public Hearing. 3. The site will be constructed in four phases according to the Construction Phasing Plan, page PH-1. 4. The clubhouse must be completed and a certificate of occupancy issued prior to certificates of occupancy being issued for any residential units. The pool must be completed and a certificate of occupancy issued by June 1, 2019. Associated site work for the pool and clubhouse must be completed by June 1, 2019. 5. There shall be no more than 124 residential units. Accessory apartments are not permitted. 6. Occupancy of all the residential units shall be limited to persons of the age of 55 years or older; a spouse of any age, provided the spouse of such person resides in the unit and is the age of 55 years or older; children or grandchildren residing with a permissible occupant, provided such children or grandchildren are 19 years of age or older; and individuals, regardless of age, residing with and providing physical support to a permissible occupant. 7. All buildings must be constructed and finished according to the architectural designs and floor plans approved by the Planning Board. 8. No buildings shall be within 100 feet of the westerly property line of the subject property and no buildings shall be within 75 feet of the eastern property line. 9. Basements in the residential units on the Property: a. shall not be used for habitable space; and b. shall not have a ceiling height in excess of eight (8) feet; and c. shall not have windows in excess of the minimum area required for uninhabitable basements by applicable laws, regulations, and building and fire codes. _14J--h x-iM-LIr ...t ta4 I l floor-area fcrr �r- " e tial units n-tee,-Pro d-"hat-nGt d 234; r +ae ftTfilan way arrow wlt 219,0 she-feet of Ilval�lo-floc-�-a-rea;..-with-;ars-al-lo --o-ol rnwt wlt parslo� otlir #prrn . Tfs.. crn + opreclrr tl ro opploant f,mm-appiyinng-:f r-..a n f�aen.t._to lho--s+ l -add fivable...:floor ,area i--i4he f4ii of_seoond-floo- the­(),rae t fry °u ft# r o ex ar s of o€thy f aot r owrf i� the-o art _. I.ar��t �o�rrat f�f..the-�ti �lt-i�-r�� eftler-r�-en-t-� S; FO. squared t Af y..ox rn. .ffr as meef af9 o r l i o es-af rt....w-a tewator re ions oft +ff l .. our ty T rent-of Health.-Serv-fces..m__L-+vahle-fleof= 4 area.„y°...f-al�prpossm - ��aNwti� „�i;�--d� eIN✓-spm- v�t �w�-tf� w�fer-ion waif weN,ling-�, ` , all..not--Ee�t-� rr ���ty..:Nmc�4it� s”;•g�-�=a�� „ abase �t +wileless tl'I &{ —o y T a H�a imp le floor..a.re a one L4n�t-i ce ed=t -9, r« etT exGept fo i+icrease -i -f•” .floor ares-with ' "rr --sfr cfrir-e wof not- tha4i 12 -sq r --Feet...f r--a,n „ e...loiigm--as-tl e -ta e-ffeor area on-the Property-does-not.me-xcee 3 , fir,ae f ccwe l tdorrm oes-,n Gt-p rec Wde4he applies rr apptytr g + en6m- he-A-e-plaito...a d.-lw"va le-floor•-af- a-ir--i tl e...f r f s�or l-fl tfa�one st °' wittl--44G..expaneio e4o is a � n- the...a. w si.�pla;n•��p#o t �n the ipu la r of #1 r n.l. (2A-5; l sal-ua,fe•- ny-e�cpansior4 .-meet.a.l.l.other-buil, Godes a ewate. ...reg sof..:tl+e- � nty...Depa.ftr�nent of 1:-Wew h Se , abl flo c.r:..tl e poa' ,° phos coy litiio� is ef° elf spaces...witNp ti"ie-..e ter' ls--of a d lti � ut sf all nno b° --mrpu-nity-facilities, gafag - e ewa r"s, n ed por es callafsater4GGms„ arA approved base &-laving- v-area .of �h—n 01%-ot the sgaare--foot-area-off 12.There shall be no conversions of garages or screen porches on the Property to livable floor area. 13.There shall be no additions to the residential units on the Property, except as set forth in Paragraphs 10 and 11 above. 14.There shall be at least six different colors used for the exteriors of the residential units in the development to provide variety in appearance. 15.The use of low-flow plumbing fixtures within the residential units and the community building is required. 16.Prior to the certificates of occupancy being issued for any residential units, all site work and infrastructure servicing those units must be completed in accordance with the approved site plan, and to the satisfaction of the Planning Board. Upon finding that the work has been completed to their satisfaction, the Planning Board will submit a memorandum to the Building Department with this information. 17.According to the Stipulation of Settlement, a total of $2,000,000.00 shall be payable by the Declarant for all park, recreation area, affordable housing, professional, and other fees associated with the Project, other than post-site plan building permit and inspection fees, and 1/124 of the aforesaid $2,000,000.00 total fees shall be paid to the Town of Southold upon issuance of each certificate of occupancy for the 124 residential units included in the Project. Notwithstanding the foregoing, any balance of the aforesaid $2,000,000.00 in fees that is not paid as of September 25, 2023 shall be paid in full on or before such date. These payments will be apportioned as 5 Park and Playground fees and payments in lieu of building Moderate Income Family Dwelling units. 18.Prior to beginning Phase 2, at least 75% of the units included in Phase 1 shall either (a) have been issued certificates of occupancy, or (b) be under contract to be sold. The following conditions are required after the first residential unit received a certificate of occupancy: a. No parking of vehicles, construction equipment, or storing or staging of materials or dumpsters in streets where certificates of occupancy have been issued. b. Streets and access for residents must be kept open and clear for the entire width of the road to and from their residences. i. Millstone Lane from Harvest Pointe Lane to the clubhouse ii. Harvest Pointe Lane from the entrance to the end of unit 82. iii. All future sections of road where certificates of occupancy have been issued. c. Provide parking and staging areas off the streets for contractors vehicles, construction vehicles and equipment and materials. d. No clearing in Phase 2 until after a building permit has been issued for the area not yet cleared. e. Plantings in the buffer, pursuant to condition #24 b must be completed to the satisfaction of the Planning Board prior to beginning construction of units 117- 122. f. Open areas of land not in active construction must be stabilized with vegetation, to the satisfaction of the Planning Board, as soon as weather permits. Prior to beginning Phases 3 or 4, at least 75% of the units in the prior phase shall either (a) have been issued certificates of occupancy, or (b) be under contract to be sold. The Planning Board will have the discretion to determine the proportion of units that must either have certificates of occupancy and/or be under contract in the previous Phases prior to beginning Phases 3 or 4. This determination will depend on the performance of the owner and their contractors in maintaining safety for residents during the ongoing construction. 19.Limits of clearing will be established for each phase of development according to the approved Construction Phasing Plan, and clearing shall occur only in the areas identified within the limits of each phase. At the beginning of each phase of development, the land area to be cleared will be marked prior to clearing, including identifying the edge of the Natural Buffer as shown on the approved site plan, and shall be inspected by the Planning Board or their designee, and the Office of the Town Engineer prior to any land clearing. Preparations for all clearing must comply with the requirements of the Storm Water Pollution Prevention Plan. 6 20.To minimize loss of Northern long-eared bat (Myotis septentrionalis), the following actions shall be taken: a. Trees capable of providing roosts outside the buffer shall be preserved to the greatest extent practicable. b. A wildlife biologist experienced with finding bats will be deployed on site prior to any tree-clearing to search for any signs of bat roosting. c. Tree removal will be avoided during the pup season from June 1 through July 31. 21.April 1st through October 31st: Prior to beginning clearing of each phase, measures to protect the Eastern Box Turtle must be taken. As a New York State-listed species of Special Concern, the Eastern Box Turtle requires some measure of protection to ensure that the species does not become threatened. Species of special concern are protected wildlife pursuant to Environmental Conservation Law section 11- 0103(5)(c). To minimize the loss of Eastern Box Turtles, any clearing at the site scheduled from April 1st through October 31st will be preceded by wildlife surveys following the protocol below: a. Surveys for Eastern Box Turtles must be led by a herpetologist or wildlife biologist with experience locating wild box turtles, and their qualifications provided to the Planning Board for approval prior to the surveys being conducted. b. The survey effort required must equal the following: area of impact x 4 person-hours/acre = total person-hours of survey effort c. Timing of survey: i. The survey for Eastern Box Turtles must be conducted immediately preceding clearing activity. ii. Surveys must be conducted at the time of day and during weather conducive to peak activity for turtles, to the greatest extent practicable and as advised by the herpetologist. d. Prior to clearing, temporary barriers of wire-backed silt fencing shall be installed around the limits of work and turtle surveys must be conducted. e. Installation of the temporary barriers must minimize vegetation disturbance, No clearing may occur outside the Limits of Work. 7 f. The bottom of the silt fencing must be buried in a 4-inch deep trench. The trench must be backfilled and compacted. If it is not possible to dig a trench, then the bottom of the barrier must be affixed to the surface. g. Once installed, the barrier shall be taut between the stakes. Slumps or loose materials will undermine the effectiveness of the barrier. No hay bales or other backing material shall be used. h. The limits of work must be encircled completely by the silt fence to exclude turtles from entering the area, but able to be opened for equipment to go in and out during working hours (and closed again at the end of the work day). i. The barrier should be installed immediately prior to the required survey. j. A person familiar with barrier maintenance shall inspect the barrier and facilitate any repairs/alterations necessary to ensure the integrity of the barrier. k. Silt fence barriers may not be removed from the site until that phase of the project is complete and is stabilized by vegetation. I. Routine silt fence barrier maintenance is required during the Turtle Active Season (April 1 st through October 31 st) — Once per month a person familiar with barrier maintenance and installation shall inspect the barrier and facilitate any repairs or alterations. The turtle barrier should remain taut between stakes and any holes along the bottom repaired. m. Outside the Turtle Active Season (November 1 st through March 31 st) -- If the barrier has been left in place over the winter months and construction is on- going, a person familiar with barrier maintenance shall conduct an early season inspection in late March or early April to facilitate any repairs or alteration necessary for the barrier to function for turtle protection. n. Any box turtles found during the search will be captured and relocated to an undisturbed area on the property as far from the proposed clearing as possible. o. Documentation of the dates, times, area covered, names and qualifications of personnel involved, and results of the survey must be provided to the Planning Department as soon as possible after completion. 22.To facilitate access for Eastern Box Turtles to the habitat reserved for them in the two areas labeled Seed Mix C that are surrounded by curbing and sidewalk, add at least two sections of flush curbing, each at two feet in length, to each circle, the 8 location and design of which will be reviewed and approved by the Planning Board. These are in addition to the handicap ramps where turtles could also conceivably gain access. 23.All clearing, grading and construction shall comply with Town Code Chapter 236 Stormwater Pollution Prevention regulations that requires all development to contain storm water runoff on site. All drainage structures must be installed as approved and any changes must be reviewed and approved by the Southold Town Office of the Engineer. 24.Natural Buffer: a. A minimum 50-foot buffer shall be maintained around the perimeter of the property, as shown on the approved site plan. The main purpose of this buffer is for substantial visual screening along the property lines to mitigate the impacts to neighbors from this development including aesthetics and quality of life. Other purposes of the buffer include a wind-break to help reduce soil erosion, retain natural land and native vegetation for wildlife habitat, and to help prevent stormwater runoff from leaving the site. This buffer is identified on the site plan as "Natural Buffer." b. Where the Natural Buffer does not provide substantial visual screening, supplemental plantings must be made to the buffer by planting enough evergreens and other trees and shrubs to accomplish a dense double row of evergreen vegetation. The supplemental plantings must be of native evergreens transplanted from the interior of the property, as well as native evergreens brought in from a nursery if needed to complete the visual screening to the satisfaction of the Planning Board. c. Between October 1, 2017, and June 1, 2018, supplemental plantings to the buffer of native evergreens in Phase 1 must be done to accomplish the goals stated above in a. and b. wherever the Natural Buffer is accessible. Supplemental plantings to the buffer of native evergreens in Phases 2-4 shall be done during appropriate planting seasons during these later phases. d. No clearing, grading or mowing may occur within the Natural Buffer area. e. Removal of noxious, invasive plants and vines is permitted, but they must be hand-pulled, hand-cut, or cut with machinery selective enough to keep nearby native plants intact to the greatest extent practicable. 25.Existing native evergreens will be preserved and transplanted into and adjacent to the buffers, and used in plantings throughout the site where possible. 9 26.Existing trees outside of the Natural Buffer with high wildlife value, such as oak species with greater than seven inches diameter at breast height (dbh), will be preserved to the extent practicable and where they will not interfere with necessary grading and drainage. Trees and/or shrubs outside the Natural Buffer area that are selected to be left in place shall be flagged and protected during construction. 27.Nature trail: A nature trail, constructed of pervious material, must be installed and maintained as shown on the approved plan. 28.Landscaping must be planted and maintained as detailed and shown on pages L-1 through L-6 of the approved site plan. 29.The emergency access to Bridle Lane shall not be used as a construction entrance or for any other purpose other than emergency access in the case of an emergency, and, once constructed, shall be closed with a gate at all times. 30.A gate at the entrance to the development is not permitted without prior approval by the Planning Board after a Public Hearing. 31.The booth at the entrance shall not be staffed unless approved by the Planning Board after a Public Hearing, except during construction. 32.Bike racks shall be provided at the community center and the tennis court. 33.Lighting: a. All exterior lighting, including lighting on the residential units, shall comply with the provisions set forth in Chapter 172 of the Town Code, and the approved Lighting Plan for this site. b. Any future exterior light fixtures not shown on the approved Lighting Plan must be reviewed for compliance and approved by the Planning Board prior to installation. c. No lights are permitted on the tennis court. 34.The Heritage at Cutchogue shall comply with Chapter 180 of the Town Code, entitled Prevention of Noise, with the following additional requirements during construction: a. Construction activities shall only occur from 7:00 a.m. to 6:00 p.m. on weekdays and Saturdays. b. No outdoor construction is permitted on Saturdays (only indoor construction) from Memorial Day to Labor Day. 10 c. No construction activities are permitted on Sundays, year-round, and the following holidays: i. New Year's Day ii. Memorial Day iii. Independence Day (Fauffli of July) iv. Labor Day v. Thanksgiving Day vi. Christmas Day 35.The Heritage at Cutchogue, aka Harvest Pointe, must complete the off-site improvements as detailed on page C-10 Off-site Improvement Plan. 36.The following signage must be installed at the expense of the Heritage at Cutchogue prior to receiving building permits, except for item c. below, which is only required if (1) such No Left Turn sign is approved by Town Board resolution and also by the New York State Department of Transportation (NYSDOT) without requirement of submission of a traffic study or intersection re-design plan, and (2) the requirement of such sign will not delay implementation of the subject project: a. Create a three-way stop intersection where the project driveway meets Schoolhouse Road and Griffing Street. Stop signs will be installed so that all traffic must stop at this intersection (as detailed on page C-10 of the site plan). Approved by Town Board resolution #2017-533. b. Replace the Yield sign at the end of Schoolhouse Road where it meets Depot Lane with a Stop sign. Approved by Town Board resolution #2017-533. c. Install a No Left Turn sign at the end of Griffing Street where it meets State Route 25. A Town Board hearing will be requested by the Planning Board after approval of this resolution. 37.All construction activity must follow the guidelines of the approved Soil Management Plan and Community Air Monitoring Plan. 38.A Construction Traffic Management and Logistics Plan must be submitted twice a year to the Planning Board (in December and May), to address and adapt to changing conditions in the area over time (seasonal populations, increased traffic, 11 safety incidents (if any) and operation schedules of area schools) and address community concerns (if any). The plan must include, at a minimum, the following: a. A notice provided to all contractors and subcontractors accessing the site about the following: b. Area speed limits; c. Public and private school safety zones; d. Residential neighborhoods; e. No access to or from site over Spur Road or Bridle Lane; f. Days/hours of proposed construction activity; g. Parking areas for workers and heavy vehicles; h. Construction staging areas; i. Measures to ensure protection of land and integrity of local roadways; j. Construction Vehicle Route Designation; k. Heritage at Cutchogue will propose a Construction Traffic Route to be reviewed and approved by the Planning Board, with recommendations from the Southold Town Transportation Commission.. 39.All utilities must be underground. 40.No overnight parking in the streets due to their narrow width. 41.With respect to wastewater disposal from the Project: a. the Project shall use innovative/alternative wastewater treatment systems that have been approved under Suffolk County's Innovative and Alternative On- Site Wastewater Treatment Systems (I/A OWTS) Program (a/k/a Article 19 of the Suffolk County Sanitary Code); b. the Project developer shall be responsible for continued successful operation of the I/A OWTS systems on the Subject Property until such time as a condominium owners association takes over the management of the Property; and c. an annual monitoring report shall be provided to the Planning Board to check whether the level of nitrogen in the effluent remains at or below 19 mg/L, and the duration and methodology of such annual reporting shall be determined in 12 conjunction with the Suffolk County Department of Health Services ("SCDHS"). 42. Irrigation: a. Overall water usage for irrigation shall not exceed an average of 25,000 gallons per day during the peak summer season -- May through October; b. Drip irrigation systems shall be used for irrigation of plantings other than lawn areas; c. Soil moisture sensors shall be used to ensure irrigation is suspended during times when enough rain has fallen that irrigation is not necessary; d. Irrigation shall be conducted so that it occurs in phases on alternating days, and the entire irrigated area is not irrigated at the same time; and e. Water used for irrigation shall be drawn from separate wells, a sufficient number of such wells shall be provided to avoid a cone of depression that lowers the water table or upconing that results in salt water intrusion that could affect the wells of neighbors, such wells shall be situated where they will not affect the quality or quantity of water available from the private wells of nearby residents or the Suffolk County WaterAuthority; and the pumps for such wells shall not create noise that measures more than 50dB at the nearest residential structure; and f. All irrigation wells shall include a meter to monitor the use of water for irrigation, a report of the number of gallons of water used each month for irrigation shall be sent annually to the Planning Board. 43.The Open Space area is required to be at least 50% of the land area of this site, and consists of a total of 23 acres, as shown on page OS-1 of the Site Plan. The permitted and prohibited uses in the open space are detailed in the covenants and restrictions and in part on page L-1 of the site plan. 44.Any changes in the extent, height or materials to the existing fence along a portion of the perimeter of the property require prior review and approval from the Planning Board. 45.Solar panels are required to be provided on the clubhouse. 46.A first aid station is required to be provided in the clubhouse. 13 47.The final design of the Harvest Pointe sign at the entrance for the development will require prior review and approval by the Planning Board for location and lighting, and the Building Department for code compliance. 48.The fence around the tennis court will require review by the Building Department for code compliance. 49.This site plan approval shall be valid for three (3) years from the date of this approval, unless the Planning Board grants an extension. 50.Any changes from the approved site plan shall require Planning Board approval. 51.Prior to the issuance of the first residential unit's certificate of occupancy for each phase of the project, the Planning Board must inspect the site to ensure it is in conformity with the approved site plan and issue a final site inspection approval letter. Should the site be found to not be in conformance with the Approved Site Plan, no certificate of occupancy may be issued unless the Planning Board approves the change. REMINDERS: • The extensive areas of open ground must be stabilized with vegetation at the earliest possible time this spring and all parameters of stormwater control, fugitive dust prevention, and soil erosion must be followed at all times. Please review the SPDES permit and approved site plan notes for details. • The construction route must be followed. Instruct all drivers to use the agreed-upon construction route, which is Route 25 to Griffing Street. All construction traffic must avoid Schoolhouse Road. • Review conditions 24, 25 & 26 relative to the buffer and existing trees. 14 4-1 Tom and Isabel WackerRECEIVED ....__.. 760 Old Pasture Road -- . Cutchogue, New York 1193 5 03' 2021 Isabel.wacke .::�l"t� (,°; ),-'lI Sjiii1ho "FowrN Par�i°i'rig Board Ms. Heather M. Lanza, Planning Director Mr. Donald Wilcenski, Chairman Mr. Pierce Rafferty, Member Ms. Mary Eisenstein, Member Mr. James Rich, Member Mr. Martin Sidor, Member Southold Town Planning Board 54375 Main Road P.O. Box 1179 Southold,New York. 11971 To the Planning Board: We are writing to voice our objection to the proposed expansion of the Harvest point development. The expansion of this development to include additional guest rooms to accommodate more transient visitors to the North Fork, or to accommodate larger families, will only exacerbate the most pressing problems in our community today and will bring no benefit to the Town. Affordable housing, beach overcrowding, traffic, and environmental issues are amongst the biggest concerns for the Cutchogue community. This request for increased density on an already hyper-dense, nonconforming development, brings no benefit to the community or relief for any of these problems: These are generally high-priced luxury homes, and as such, the development does nothing to alleviate the shortage of affordable housing, especially since it does not allow school-age children to attend local public schools. As it is classified as a retirement community, the owners pay reduced taxes but have full use of town properties. At a time when full tax-paying residents, many of whom have children, are being turned away from our public beaches due to overcrowding, we should not be encouraging more guests and visitors. We should not be expanding this development to accommodate extended families when we are struggling to accommodate the families who live here and pay full taxes. More guests will also mean more traffic to the small hamlets of Cutchogue and New Suffolk where it is already virtually impossible to snake a left turn onto the Main Road in the summer or to park safely near the town beaches. Traffic in Mattituck, which is also a problem, will also be increased as more visitors look to explore that lovely hamlet. We are also mindful that this project was initially envisioned with full sewage treatment. Due to some legal sleight of hand, they maneuvered to get permission to use in ground leaching fields combined with an IA system. With our ground and surface waters deteriorating, we don't need more pressure on this front. The only people who will benefit from the expansion are the developers. As the development is now in Stage 3 and, according to the ads, is 60% sold, it is clear that the developer will be able to sell the smaller units approved. They just want to make more money by burdening our small community with even more transient guests or with space for more large "summer" families than was originally approved. We don't need to remind you that this is a development that no one wanted and that was only approved after extensive litigation. A stipulation of settlement to end the litigation was negotiated at the time and should not now be amended. By amending the stipulation, the Planning Board would be giving away a benefit for no consideration, as the Town will get no benefit. The Planning Board would also be setting a very bad precedent for future developers. Developers hoping to build larger houses or units may assume that once the smaller units are approved, they can apply for expansion later—a nefarious process called segmentation. We certainly don't want to encourage this by approving an expansion of this highly unpopular development after it has been approved by the authorities and the result of a legal settlement. Amending the stipulation at this point is unconscionable and counter to the interests of the community. Please say NO. Sincerely, Tom and Isabel Wacker OFFICE LOCATION: MAILING ADDRESS: Town Hall Annexw 'w P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) wg Southold, NY °��, Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 9, 2021 Henry Alia Rimor Development LLC P.O. Box 908 Cutchogue, NY 11935 Re: Public Hearing —The Heritage at Cutchogue Residential Site Plan Amended, aka Harvest Pointe 75 Schoolhouse Road, Cutchogue SCTM#1000-102-1-33.3 Zoning District: Hamlet Density - HD Dear Mr. Alia: A Public Hearing was held by the Southold Town Planning Board on Monday, February 8, 2021 regarding the above-referenced application. The Public Hearing was closed. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman From: Michaelis, Jessica Sent: Monday, February 08, 2021 12:20 PM To: Duffy, Bill; Cummings, Brian A.; Don Wilcenski home (dwilski78@gmail.com); Lanza, Heather, Mary Eisenstein (pbmary@optimum.net); Rafferty, Pierce; Rich III, James H; Sidor, Martin H; Terry, Mark; Wilcenski, Donald J Cc: Palmeri, Allison Subject: incoming mail: L Tettlebach re Heritage at Cutchogue - SCTM#1000-102-1-33.3 RECEIVE From: Lisa Tettelbach .......... . ....... Sent: Monday, February 8, 202112:18 PM ' wU2 To: Michaelis Jessica <fa.., ....!�.�yrr± Subject:The Heritage at Cutchogue SCTM#1000 102 1 33.3 Naniflng anid To Whom It May Concern, I, Lisa Tettelbach, residing at 1530 Crown Land Lane, Cutchogue, would like to submit public comment prior to the Public Hearing to be held today, February 8, 2021, at 6:02 p.m., via Zoom, on the request that the Heritage be able to add square footage to the already agreed upon plans for the project. I would like to request that my comments be officially added to the meeting minutes record tonight. It is not clear in the January 12, 2021 letter to Rimor Development, as to why they are asking to increase the size of these eight units. Could it be that they didn't think through the final design of this development or is it that the current Coronavirus Pandemic has increased the need for east end housing and individuals with lots of money want larger units with more space? I would appreciate it if the Planning Board would please respond on the record as to why they are even entertaining this request. It seems that Rimor Development keeps coming back to the Town to change the original plans. Many residents of Cutchogue have been involved in this project for decades and are highly invested in keeping this development as small as possible. The plans for the Heritage that were finally decided and agreed upon when the Town allowed them to move forward with this project in the first place,just keeps changing. This is wrong. This development is too big for our quaint, Cutchogue Hamlet, despite the behind the doors agreement years ago to rezone this area to high density. There are going to be more than enough people living in this development without increasing these eight units. respectfully request that the Planning Board turn down this request for additional square footage in these eight units, to satisfy the demands of potential Heritage residents and the developers charge a more ridiculous price for the units. Agreeing to this request will just put more. pressure on Cutchogue. already stressed Town resources and put more traffic on our modest roads. It should also be brought to your attention that the developers originally designed the Heritage such that they wouldn't have to upgrade the septic to the more advanced and more expensive system. The Town should take this into consideration when deciding on what to do. I would like to know if this increase in 3,200 square feet brings the development's size up to the point that they would now need the more advanced and more expensive and septic system. Could the Planning Department please answer this question? We must I. remember that the point of this advanced system is to ultimately protect groundwater for drinking and what eventually discharges into Wickham Creek. I would appreciate it if my questions could be answered at the meeting to be read later in the minutes. Thank you for the opportunity to make comments regarding this unnecessary proposal. Sincerely, Lisa P. Tettelbach ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. 2 Su r i.s.si®rz Without a.. Cover I ettel RECEIVEP (" y Sender: p:)11 iii rngIIIBoa r _....._...._,_.._ ....._..._.. .......� .w....� Subject: cVes-�` cit SCTM#: 1000 - \O \ Date: co ents: can AFFIDAVIT OF POSTING This is to serve otice that I personally poste he property known as by placing the Town's official poster notice(s) within 10 teet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained r Ice for at least seven days prior to the date of the public hearing on 1 have sent notices by certifie mil — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on b s Your Name (print) Signature do tk*-JA. _ y eA Address Date No,,t6tj Public SKERRY PIRONE NOTARY PUBLIC,STATE OF NEW Y Registration No. 01PI6388308 Qualified in Suffolk County Commission Expires March 0412021 PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri., 2/5/21 Re: Heritage aka Harvest Pointe Amended SCTM#: 1000-102-1-33.3 Date of Public Hearing: Monday, February 8 2020 6:02 p.m. Notice to Adjacent Property Owners Heritage @ Cutchogue Amended (aka Harvest Pointe) 75 Schoolhouse Road, Cutchogue, NY SCTM#1000-102.-1-33.3 /1. 102.-1-3.4 G" �,"�ak�;�4�� t�°u �' "6<� 1w 5e LC., 2. 102.-1-4.6 l3 /3. 102.-1-4.7 L" ' /4. 102.-1-4.8 V;: ✓5. 102.-1-4.9 Lirvar�t ✓6. 102.-1-5.2 4 G , '° °w,,^`'M,� ,rad, #.Lt'::. 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Suffolk County Tax Map 01000- �- - _C - 55. 30ther SCTM#s Street Address: - a A ed Hamlet: Sf Distance to nearest intersection: NGJeaviqw Cff Iv _ a 1,loe 4 Type of Site Plan: New 4,Amended_Residential Zoning District Owners/A2ent Contact Tnf"orniation Please list name, nwifing cidtir-evv, and phone number,16t,r,the, eople Belo-w: Property Owner �h40� bwd6 Street 6 o City._ OvIk_._. State zip 0 0 Horne Telephone _ ...m.._ Other 2 0 Applicant_. ...� 6 Street �_._. ._ City 6" q0k1k State Zip 0 Home Telephone Otlier p Z, — d 0 .... _......................................_...... ...................._............._ ........... . .......... Applicant's Agent or Representative: Contact Person(s)* Street m.. C y Zip city tom-- State_. . .. Office Telephone 8i / 73 f Z)Other *Unless otherwise requested, correspondence will be sent only to le contact person noted here. Site Plan Appli,cation Form 1181201 ► Site Data Proposed construction type: X New Modification of Existing Structure Agricultural lange of use Property total acreage or square footage: ac./sq. ft. Site Plan build-out acreage or square footage: .......-ac./sq. ft. 1-7117- ............ Is there an existing or proposed Sale of Development Rights on the property? Yes No If yes, explain: ............... Does the parcel(s) meet the Lot Recognition standard in Town Code §280-9 Lot Recognition? Y_� If"yes", explain (and attach any necessary documentation-title report, subdivision approval, etc.) ................... Building Department Notice of Disapproval Date: Is an application to the Southold Town Zoning Board of Appeals required? Yes.. leo .. If yes, have you submitted an application to the ZBA? Yes ................. ...... No .......... If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses;'_­.. List all proposed property uses: Otheraccessory uses: ............. .................... ......... .............-........................... Existing lot coverage: % Proposed lot coverage., % Gross floor area of existing structure(s):.... ..._.__sq, ft. Gross floor area of proposed structure(s): ............ . ............. .Parking Space Data: #,of existing spaces:_# of proposed spaces: Loading Berth: YesNo J�k Landscaping Details: Existing landscape coverage: % Proposed landscape coverage.........—% .. ........... ........ ............. Wetlands: Is this propNo Maybe erty within 500' of a wetland ar�ea? Yes 1, the undersigned, certify that all ove in :nation is true. Signature of Preparer: Date:............. 2 Site PlanApplication Forin 2,78/2010 APPLICANT'S AFFIDAVIT APPLICANT'S AFFIDAVIT STATE OF NEW YORK COUNTY OF SUFFOLK .At4 ki, 4__ _IT duly sworn, deposes and says that he resides at L,-o AvI, to 6eh.,' in the State of New York, and that he is the towner of property located SCTM# 10Q.ja or that he is the Pro 'ec�— Pa4t of the trV)1)0 V-:"q4e#0( ............................................ (Title) (Specify whether Partnership or Corp.) and said Corporation is the owner of the above property, which is hereby making a Site Plan application; that there are not existing structures or improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Plans and will comply with same; that the plans submitted, as approved, will not be alter or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be installed in strict accordance with the plan as approved by the Planning Board. Signed Owner Signed (Partnet C4oe -icer and Title) Sworn to me this ) 7 SHERRY PIRONE Noti# ubliFic NOTARY PUBLIC,STATE OF NEW YORK Registration No. 01P16388308 Qualified in Suffolk County Commission Expires March 04, 2023 Southold Plann!*R2 Department Applicant Transactional Disclosure Form The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees. The purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. Your Name: mt', a. Last. First.Addle initial urdess ioti areqpp�iing in the name of someone else or other entry, such as a company. If so, indicaie the other person's or company's name. Nature of Application: (Check all that apply) Subdivision or lie-subdivision Site Plan Other(Please name other activity) A 34rk P an Do you personally (or through your company,spouse,sibling,parent or child)have a relationship with any officer or employee of the Town of Southold? "Relationship includes by blood,marriage or business interest. "Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. Yes No If you answered"Yes"complete the balance of this form and date and sign where indicated. Name of the person employed by the Town of Southold Title or position of that person Describe the relationship between yourself(the applicant)and the town officer or employee. Either check the appropriate line A through D and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent or child is(check all that apply): A.the owner of greater than 5%of the shares of the corporate stock of the applicant(when the applicant is a corporation); B.the legal or beneficial owner of.any interest in a noncorporate entity(when the applicant is not a corporation); C.an officer,director,partner or employee of the applicant;or D. the actual applicant Description of Relationship: ............... .................... Submitted this o 20 Signature_ Print Name Disclosure Form OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex x �dE S 0114 `9 P.O. Box 1.1791 54375 State Route 25 � w Southold, NY 119171 (cos. Main Rd. &Youngs Ave.) A , "�r?�� Telephone:Southold, NY ^, Telephone: 63I 7�5-198 %w .southolcltowrmy.gov CAP ou PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To; Accounting From: Planning Departmenc*�� Date: November 23, 2020 Re: Check Please deposit the attached check into 8691: Deferred Revenue. Fee is for a Site Plan Application not yet accepted by the Planning Board. Applicant/Project Name& Type Tax Map # Amount Check Date/No. Amended Heritage ......_.� ..�.�..�._.. ... �._.. �_.. ..... � .... g 1102-1-33 3 $250.00 11/16/2020 #1621 JAM Att. m 1621 ¢Carwre..ma RIMOIR DEVELOPMENT LLC C/O KENILWORTH EQUITIES,LTD 600 MADISONAVE.STE 2001 E4W ICK,NY 1 22 DATE �1-1458/'260 PAY TO THE DRDE i © G to DOLLAR'S L II nice .n- FOR III ID0 1 16 2 1111 I:0 260 11. IS 1: q$ 5468 401I,,