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HomeMy WebLinkAboutRCC Sacred Heart Rill Ted ST) p� SANITARY DENSITY CALCULATIONS GENERAL NOTES do*GOP W ,� \ f� - \ SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPDIACRE 1. THERE IS ONE EXISTING POTABLE WELL LOCATED ON SCTM#1000-102-2-2.6 WITHIN 150'OF THE SUBJECT PARCEL ��' v TOTAL PARCEL AREA (PROPOSED LOT 1).A WELL FOR IRRIGATION PURPOSES EXISTS ON THE SUBJECT PARCEL(PROPOSED LOT 2)AND ON 'm'"" LOT 12.2(7.1986 ACRES)+LOT 12.3(35.4772 ACRES)=42.68 ACRES ADJACENT PROPERTIES SCTM#1000-102-2-2.6 AND SCTM#1000-96-5-13. •M dim "'-� LOT 1 2. THERE ARE NO MAPPED DEC WETLANDS/SURFACE WATERS WITHIN 300'OF PROPERTY BOUNDARY \ AREA=24.61 ACRES 64/ \ TOTAL ALLOWABLE SANITARY FLOW=24.61 ACRES x 600 GPD/ACRE=14,766.0 GPD 3. ENGINEER NOT RESPONSIBLE FOR CONSTRUCTION METHODS/MEANS FOR COMPLETION OF THE WORK DEPICTED ON ' / THERE IS NO EXISTING BUILDING ON LOT 1 THESE PLANS NOR ANY CONFLICTS/SCOPE REVISIONS WHICH RESULT FROM SAME.CONTRACTOR RESPONSIBLE FOR o USE:NURSERY STOCK FARM DETERMINING METHODS AND MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF CONSTRUCTION AND NOTIFICATION IN WRITING TO OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS / LOT 2 IDENTIFIED. z AREA=10.86 ACRES OTOTAL ALLOWABLE SANITARY FLOW=10.86 ACRES x 600 GPD/ACRE=6,516.0 GPD 4. ALL METHODS AND MATERIALS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF RY ����� lo, USE:THERE IS NO EXISTING BUILDING ON LOT 2 THE TOWN OF SOUTHOLD,NYSDEC,AND SCDHS,AS APPROPRIATE. / oJF�15b' �h 5. GROUNDWATER ELEVATION,AS PER THE USGS GROUNDWATER WATCH:GROUNDWATER RECORDS WELL#S-32390.1 SEPTIC TANK / O� / Q�o,`d� LOT 3 LOCATED AT THE NORTHWEST CORNER OF ALVAHS LANE AND NORTH ROAD,APPROXIMATELY 3,500 FEET AWAY J\G�oo� AREA=7.20 ACRES FROM THE SITE.THE FOLLOWING DATA HAS BEEN PROVIDED: GO Gfi 5�`t 1k• � TOTAL ALLOWABLE SANITARY FLOW=7.20 ACRES x 600 GPD/ACRE=4,320.0 GPD WELL SURFACE ELEVATION =36.00 ABOVE NGVD29 (34.92 IN NAVD88) I 8'MIN. // �O ♦♦ EXISTING USE MOST RECENT ELEVATION =6.43(04/13/15) (5.35 IN NAVD88) ! LEACHING POOL(S) XCHURCH: MAXIMUM ELEVATION =10.26(04/19/10) (9.18 IN NAVD88) CELLAR(2,542 SF OR 169 OCCUPANTS)-MEETING ROOM MINIMUM ELEVATION =4.22(11/17/81) (3.14 IN NAVD88) 10'MIN. B, 5 GPD/MEETING ROOM OCCUPANT x 169 OCCUPANTS=845 GPD HIOWEST GHEST 8 SITE ELEVATION EVA TI ON =*45.00 IN NAVD88 NAVD88 BUILDING 5'MIN. O , 1 ST FLOOR(5,480 S 3 SEATS) I / y��\� /�pp�' O'�Q6Q ♦ 1.5 GPD/SEAT x 431 SEATS=646.5 GPD % 4j�61 Dib` / ��h�N� ♦ 17- TOTAL=84RECTORY 5 G DLE 6 6M5 GPD+3 0 GPD ILY HOUSE WITH 4 BSD.5 GPDS)=300.0 GPD PER BELOW(L BORING PREPARED BY SURFACE.REFER TO BORIINARK G LOG ODONALDON THIS SHEET.ATED OCTOBER 31,2017,GROUNDWATER WAS ENCOUNTERED 17' \ DRYWELL ' \ \G oo S 10'MIN. \ ��QJ '` / / Rj� THE ACTUAL DENSITY IS LESS THAN THE PERMITTED DENSITY, 6. LOCATION OF EXISTING UTILITY SERVICES SHOWN ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY BY �� GREASE TRAP �/1 Q- G / / x F� � THEREFORE THE LOT IS SUFFICIENT. THE CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO 0 \ P�� �' ♦ 00, COMMENCEMENT OF CONSTRUCTION.IF DISCREPANCIES EXIST,NOTIFY THE ENGINEER IMMEDIATELY IN WRITING. / \ \ ♦ 19,1, WATER MAIN Z 10'MIN. \ \ J !O 7. NO PLOT MAY BE SUBDIVIDED OR CHANGED IN ANY MATTER AT ANY FUTURE DATE UNLESS BY ACTION OF THE \ \ � ♦ MEMORIAL SITE(NO STRUCTURES) >> *- , X�,,% SOUTHOLD PLANNING DEPARTMENT. 16 O� I Q ♦ 12 STATIONS OF THE CROSS WITH O 4, N, 0 O,p 10'MIN. / Q SUS 'O WALKWAY,BENCHES,AND �' s' O �O A� 8. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHOLD SUBDIVISION AND SITE PLAN 00 LANDSCAPING ,p ♦� `rcT, , SOc,Q p�� REGULATIONS. _ ,�o �j Q � O cF L S' �P �� � /41 ,� �q7:-1 0 O�c /EXISTING ON-SITE 9• PRIOR TO SIGNING OF THE MAP,PROOF OF COMPLIANCE SHALL BE SUBMITTED FOR ANY EXISTING STRUCTURE W W� W W W \ `' `� ♦ �S /�>>. '1'I,�FS� `�S��FIy� IRRIGATION WELL ON DEPICTED ON THE MAP TO BE REMOVED,RELOCATED OR DEMOLISHED. / �� x� ♦ 70, ?A d" -y O!� !! ADJACENT PROPERTY �L ! 'Pj P!.O 10. THE DEVELOPER SHALL BE RESPONSIBLE FOR OBTAINING PERMITS ASSOCIATED WITH DEMOLITION,REMOVAL OF loe \ 2s SR,♦ O 'A �s�o,SC'yG ♦ EXCAVATED MATERIALS AND/OR THE INSTALLATION OF PROPOSED UTILITIES. c \G� �\ ��_k ?�O,O O�O 9o'pFS+ o�F9�T y ♦ e 11. PRIOR TO THE START OF CONSTRUCTION,THE OWNER SHALL ATTEND APRE-CONSTRUCTION MEETING WITH THE ROAD ` DEPARTMENT OF ENGINEERING SERVICES. 5`v?�011;ooh 76, { '\ /2O�s�T �o 'R: WORK O ��O ♦ 12. PRIOR TO ANY WORK BEING PERFORMED WITHIN AN EXISTING TOWN RIGHT-OF-WAY,THE OWNER SHALL OBTAIN A Q .. � O o ? ' ♦ , WORK PERMIT FROM THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT. y�oP,��QJ��� /�/�' ����° .yR ♦ TYPICAL PLOT PLAN , , �g7��5 , • °C. 01• 13. ANY UTILITIES REQUIRED TO BE REMOVED/RELOCATED DUE TO THE INSTALLATION OF THE REQUIRED SCALE:1"=60' / / / \ G,$ �pQ�° G j �� J6,Ste, ♦ IMPROVEMENTS SHALL BE DONE SO AT THE EXPENSE OF THE APPLICANT.ALL NEW CURBS SHALL BE 18"OFF ALL `� `3/ c`t 6+ /O�� ♦ UTILITY POLES. / AQ \ EXISTING POTABLE o 00 met•p� 6, �� �tpt' \ WATER WELL ON o�pe �\, F° ,oc` ,-. F d�• !y Q-�' � °'d \!, ADJACENT O� � o�J J\G ` ! ♦ 14. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE y SP1:ltO�p `\ PROPERTY /��� P�� °��J� At, C0 G Opo P>• F ♦ PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANTS EXPENSE TO AT LEAST THE SAME QUALITY App O V E Y � ON BEGAN.THE APPLICANT SHALL BE FURTHER O� �3` oP�\ QQJ'�oo� hO� x cis a? RESPONSIBLE TO INSURE THAT,e AND CHARACTERISTICS THAT EXISTED THDE ROADWAYS BEFORE ADJACENT NITT TO THE CONSTRUCTION SITE,THESE MARK NGS, o• SIGNS AND SIGNALS,ARE MAINTAINED AND THAT PROTECTION OF TRAFFIC IS MAINTAINED DURING THE ENTIRE PLANNING BOARD \ / c���O�'� \ ROoo���`���/ ,^ yG ��p�� r� �,�.x PERIOD OF CONSTRUCTION.IF REPLACEMENT OR UPGRADE IS REQUIRED,IT MUST BE APPROVED BY THE TOWN OF 12177 fir. . No. Q�`�QJO�o j \� �P�� �� �.� �� ,�,0^ SOUTHOLD HIGHWAY DEPARTMENT. TOWN OF SOUTHOLD / G�• \ �,%5 05 O 15. THIS PLAN ISNOT INTENDED FOR CONSTRUCTION PURPOSES. DATE 17435 # ABS. NO. c, O�� \ /�������,`�J\G� Q-J�� O F CoQ;., y-4 G �.��. `,O /O•� �o'��y°9 9�1 � °gni. t`Q� ��? 00 O' 1O c��FO Oc�o rL2 6Q` ,,� �P� o �s�0� yF9��F� X65$ ,h� FILED NOV Q 4 2010 �DcOQO ��Co O - �Q� �1QP.5: OF \ 3� ?� 'b 0 MONUMENT TO BE SET NOV EXISTING ON-SITE /' +Gj1+� 7i , T•""'L��. �,uN3b / ^ O� IRRIGATION WELL Off. / Zg Ate. x " "°""�" r.�''�rkici# �P/ J \00 �RR• TO REMAIN �'� �O� o s T01�11�1 REG2i IFE-5. AT LEA5`T' 10 STREET TRIS MU5T BE MAINTAINED, NOV (� 4 2019 A5 STREET TREES ON LOT 2 ALONG DEPOT LANE X02 D�Q r'l • // \a c�° �F� \ 500 . ,�,�0 �� s�:�'' �A• Judith A. Pascale QJO`' EXISTING `96' 0000,, I.^j� �� �' x sip CLERK OF SUFFOLK COUNTY \G� / 12"WATER MAIN \' 90, F /y ��, teC ts•. Dark�trL+Y1r1 l0$I3B OL V)�j (scwa) ?� Q, F� ---~-~~~~--- SOIL BORING PREPARED BY: ��Y IN ROAD 'ko� ;+O OG1s9 e• a €�C�twn silt NIL � P� G�� ��9� 4< 9� �o '� �p0, _.... .---._.._...._.__ .�' MCDONALD GEOSCIENCE 0�� ' A0N / Fq o°! BOX 1000 ---- - - '. i...... .:i ....:i.ii::.'': .......: 0 . .; ::.......:..: r os c+ h SOUTHOLD, NEW YORK 11971 % 0 [ 9 ...:::. .. ... ♦ 9 s � Q DATED. T OC OBER 31 2 <; :; : 017 .:.:. .... .:::. . . Gj�` Southold l own Plndar't�ineYatd&. `' k. A. �P 4Y1 :. _. Planning Board 0 . \ FS 9 BORING F°\�5 pv0 Gtc� QO OWNM AM 1 C� P 9 Q '` O \ ® LOCATION O� `' .::::..::::: . o., ��, o P 1 �� Brown€Ina;,to coarse sand SW O , F r 5 L O � � o ... ......... ......::::::..�.:::;:.:' :: .�:ii: � � O y 1�2 • c, B-1 �, PF. F 1 \. . :.: ,+ ' WATER SERVICE.PRIVATE WELL \ �• `L O OO� O . C SCTM#.1000-102-1-5.2 OUR��'OF �T�RAM- 0 �P �. ::i:;;:%:i:i::J::::>:�':::::::;:. ::. ......: :•:»;::.qy .:::. g 6 ..:.:J.....:<l;:'4YF .....,::.::::.;:.:: ....;.g<.:.:;':.i .....::a:::i<.;::' '.:';:i i:i:i`':`;:::.`.4::'::.`£,[:.;i:: \ , �, \ pC� ,,.,•, :..:. \ O •� �' EXISTING ON-SITE •Q yG ��C. ;• .. .: ....... � EXISTING ON-SITE � �. �• �$ � o. CU� N.Y.11948 •` . .. .:I. :;`.'.:'i:G:;i:i..:.:i>i: ::.I G.i F: G:i i''''i"i'ii...!:Gi>.F....:'"� ISP.'f?`:f:YC`•19P'i'a' G . :::::;:;:..... :;. ....:::.:::::....:.::.� ...:.. ..:3:.::. .:?: SEPTIC SYSTEM IRRIGATION WELL FOR J\ G EVERGREEN DRIVE WE . x . ... ..> ...:::»::::':;>:.::.. :`i '+'`. ADJACENT PROPERTY g�� �� FIELD&PUMP STATION »...:; RFSs TO REMAIN k S T 2 ) P��Q X05 (Lo 7 P ,12.3 S a ,c PI,'�=,, I ROMAN O , \ ��pp CRED rbc ,. O O l \ 03450 DEPOT �p,� ENGINEERING t�18 \ 0s y < �. ;' .. 25 i ". ::`.;. EXISTING ON SITE /� �' "�`'� O�`5 `' 664 BLUE POINT ROAD, UNIT B ".:;....... :: :c DRYWELL TO REMAIN ;:. ::.::;::>:::.;. . . . H O LTS V LLE N :::. <: :..... : I , E VI/ YORK 11742 ::''' '::':>::':: ti M P�� Q Oti EXISTIIC� �4GRr4C�E �•>: """"" �; ,; WATER SERVICE.PUBLIC (631 ) 961 0506 www.PrtmeEngPC.Com s.. ...::>: ....:.. x O J G »:»... SCTM#:1000-102-1-6.1 ,� / C3 TAX LOT 12.2 = 7.1&82 ACRE5 I • ; 7 . \ C� G 5 Water F! Ybater" _.:..... . � 83T brown l}rI�ts3,"oarsa3 S�1r'!cl .,W tw ..........:.::; : '....: : :> \ EXISTING LOCATION \ e �` TAX LOT 12.E - 3a. "7 AGR. 5 EXISTING POTABLE 3 06/10/19 SP REV.TIE DIMENSIONS JP ' . �A �. ;::;:>`:::<>;::..:': OF WATER METER s::gow .. :'`;::<:::' WATER WELL ON !. �� ,.. .... z .::;...' :::::e >::>::>::>::;::;:: �:,s: ..::. . AND WATER / :....... .... ....:... °. >:»:: :::.::.:;:;;;:::.... :./ : . .::. ADJACENT 2 03/19/18 EF REV. PER SCDHS COMMENTS JP ,:;:;;:;;:.::;:: »:::;;:.;. :.;; i'<#:. SERVICES / O D CREAGE :::;.;:.::... ... >�::{ rs .: :::.:.:::.. PROPERTY CITY NE �p p !; 2 Q� O �! 1 01/29/18 EF REV. PER SCDHS COMMENT .::i:::::.:..:.:: :::%:.'::: i:::....:':::'::C•.. .::..:.:..:::`.'.' :�" '. Vii::.:: .':::::::::::.:: '<> _ O 7 S JP \ LOT 1 - 24.614& ACRE5 , 0 �::: WATER SERVICE:PRIVATE WELL 8 ..9'i. SCTM#:1000-102-1-5.2 / \ S o z N0. DATE BY DESCRIPTION APPROVED GRAPHIC SCALE LOT 2. = 10b.626 ACt�E5 N �'2 �0 REVISIONS GENERAL LOCATION MAP 150 0 75 150 300 600 / WATERPRIVATE SERVICE: \ ommentS: Water•en�;ountered 17'below sulfaIll, SCALE:1"=3,000' PRIVATE WELL LST 5 = 7,1�1�7 f�C�f"� �.o SCTM#:1000-102.1-7 �,y<c a\5m PROJECT NAME E71 111=� IME HEREBY CERTIFY THAT THIS PLAT IS MADE FROM AN ACTUAL SURVEY COMPLETED BY JOHN C.EHLERS LAND SURVEYOR ON NOVEMBER 9,2017 RCC SACRED HEART APO> CMC? MONuMEal�l►5 NRVE P,EEnI SET AS SNoWr 1. ' SCTM No.: 1000-096.00-05.00-012.2& 12.3 IN FEET ) SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL 3450 DEPOT LANE 1 inch = 150 ft. InAe CUTCHOGUE, NEW YORK 11935 ^ SCDHS REFERENCE No.: S10-18-0001 TOWN OF SOUTHOLD, COUNTY OF SUFFOLK �•' C• Ey< DISTRICT 1000; SECTION 96; BLOCK 5; LOTS 12.2 & 12.3 PROJECT DATA „� °� i �� :4; � PROPOSED LOTS: 1, 2, &3 LOT 1 LOT 2 LOT 3 i -:.:r;,? s' Suftl ik County Department Of Health Services DRAWING TITLE ° APPLICANT........................................... ROMAN CATHOLIC CHURCH OF THE SACRED HEART ROMAN CATHOLIC CHURCH OF THE SACRED HEART ROMAN CATHOLIC CHURCH OF THE SACRED HEART r,��, �'' _`,; H2Upp8Uge,NY 27905 MAIN ROAD 27905 MAIN ROAD 27905 MAIN ROAD f+ `� �r y0 Dgte �, �„ FINAL PLAT FOR STANDARD SUBDIVISION CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NEW YORK 11935>FO s X20?vf� rX AUG 3 0. 2019 RCC SACRED HEART (631)734-6722 (631)734-6722 (631)734-6722 ^•� 0 1 x �. JJ • The pm sed d Io m nt for RCC. 0)0"c re+ H Mr l OWNER.................................................. ROMAN CATHOLIC CHURCH OF THE SACRED HEART ROMAN CATHOLIC CHURCH OF THE SACRED HEART ROMAN CATHOLIC CHURCH OF OUR LADY OF OSTRABRAMA JOHN C.EHLERS,L.S. SEAL DATE in thf vl b w;th a toal of ,�,lots is EXEMPT SEAL&SIGNATURE ALTERATION OR ADDITION TO 27905 MAIN ROAD 27905 MAIN ROAD 3450 DEPOT LANE N.Y.S.LICENSE NO.50202 THIS DOCUMENT EXCEPT BY A ITE CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NEW YORK 11935 1 HEREBY CERTIFY THAT THE WATER SUPPLY(S)AND/OR SEWAGE DISPOSAL SYSTEM(S)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY k,requirements pursuGnt to Artid*-6 tiff tree Su3c-A County S`inifFry LICENSED PROFESSIONAL S (631)734-6722 (631)734-6722 (631)734-6446 DIRECTION.BASED UPON CAREFUL AND THOROUGH STUDY OF SOIL;SITE AND GROUNDWATER CONDITIONS,ALL LOTS CONFORM TO THE SUFFOLK COUNTY Code kx cor:ventionai sit?�It:`3t1 iii, ,!rlrit;�l T�!3t:}r sutx'ivisKron since ENGINEER IS A VIOLATION OF DEPARTMENT OF HEALTH SERVICES CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE. each lot is mater then 5.6 acres.t•icoever,WSW sM �+ SECTION 7209, SUB-DIVISION 2, SITE AREA............................................ 1,072,011.6 SF(24.61 ACRES) 473,061.6 SF(10.86 ACRES) 313,632.0 SF(7.20 ACRES) I) ppiy and Sc Nfl9fl OF TMDUCANEW TIONORAW TATE aF$ ED disposal facifties on each lot must conform to con;6vcton standards in CURRENT ZONING............................... A-C(AGRICULTURAL-CONSERVATION) A-C(AGRICULTURAL-CONSERVATION) A-C(AGRICULTURAL-CONSERVATION) pF N E l�, effect at the time of construction and aro subject to separate peeri�s �F CURRENT USE............ q n �� * DATE: 10/03/17 ......................... NURSERY STOCK FARM CEMETERY CHURCH AND RECTORY �� R, PE'R O pursuant to those standards. -'� Gj v� ilk �/� w SCALE: AS NOTED GROSS FLOOR AREA......................... NO EXISTING BUILDING NO EXISTING BUILDING CHURCH * O NOT VALID UNTIL•SCALED W (WITH AREA BREAKDOWN CELLAR MEETING ROOM 2,542 SF Q v * +� ''"`'�� PROJECT No: 17145 FIRST lW ) ( .•"'.••.."'...."' ' """' c Director,Division of Environmental Quality TOTAL.FLOOR.......................................................8,022 SF 5,480 SFam W � :" pg39'�1 � DRAWING BY: EF f n ;.' ! W \ CHK BY: MP RECTORY �' CS g�0 CELLAR....................................................................30 SF ©A Q8393� �1,� //�, I A� APPROVED BY: JP FIRST FLOOR.......................................................2,914 SFOFESSIONP� V -' 2 ' r �r G. DWG No: SECOND FLOOR.....................................................970 SF �. GENERAL. LOCATION MAP C_ TOTAL...................................................................4,184 SF JACLYN PERANTEAU,P.E. SEAL DATE JAERANTEAU, P.E. SCALE:1"=600' N.Y.S LICENSE N0.083937 YORK STATE ROFESSIONAL ENGINEER X083937 PAGE No. 1 OF 1 Y:\Prime\Projects\2017\17145_RCC_Depot Rd Southold\Drawings\Prime117145_2019.06.10_Sanitary Subdivision Plan_Rev2.dwg