HomeMy WebLinkAboutRCC Sacred Heart 1000-96.-5-12.2 & 12.3 Tio SD
p� SANITARY DENSITY CALCULATIONS GENERAL NOTES
" \ SITE IS LOCATED IN GROUNDWATER MANAGEMENT ZONE IV=600 GPD/ACRE 1. THERE IS ONE EXISTING POTABLE WELL LOCATED ON SCTM#1000-102-2-2.6 WITHIN 15C 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 ago
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#1000-96-513. �'"'
1 LOT 1 2. THERE ARE NO MAPPED DEC WETLANDS/SURFACE WATERS WITHIN 300 OF PROPERTY BOUNDARY
\ AREA=24 61 ACRES
O / \ 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
USE:NURSERY STOCK FARM DETERMINING METHODS AND MEANS FOR COMPLETION OF THE WORK PRIOR TO THE COMMENCEMENT OF z
CONSTRUCTION AND NOTIFICATION IN WRITING TO OWNER AND ENGINEER OF RECORD WHEN A CONFLICT IS ' z
�41�* / LOT 2 IDENTIFIED.
� AREA=10.86 ACRES
('� ' TOTAL ALLOWABLE SANITARY FLOW=10 86 ACRES x 600 GPO/ACRE=6,516.0 GPD 4. ALL METHODS AND MATERIALS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF
V THERE IS NO EXISTING BUILDING ON LOT 2 THE TOWN OF SOUTHOLD,NYSDEC,AND SCDHS,AS APPROPRIATE.
USE:CEMETERY
/ �Jc�c�1 / 5, GROUNDWATER ELEVATION,AS PER THE USGS GROUNDWATER WATCH:GROUNDWATER RECORDS WELL#S-32390.1 SEPTIC TANK
4 ♦ LOT 3 LOCATED AT THE NORTHWEST CORNER OF ALVAHS LANE AND NORTH ROAD,APPROXIMATELY 3,500 FEET AWAY
/ �O Apo / �G�'oo�� ♦ �" AREA=7.20 ACRES FROM THE SITE.THE FOLLOWING DATA HAS BEEN PROVIDED: /
TOTAL LEVATION
ALLOWABLE NAG USE MOST
FLOW=7.20 ACRES x 600 GPD/ACRE=4,320.0 GPD WELL SURFACE MST RECENT ELEVATION =6.433(04113(5)ABOVE � (5.35 IN AA�)) % / \ 8 MIN. \ LEACHING POOL(S)
\ �P CHURCH: MAXIMUM ELEVATION =10.26(04/19MO) (9.18IN NAVD88)
CELLAR(2,542 SF OR 169 OCCUPANTS)-MEETING ROOM MINIMUM ELEVATION =4.22(1111Ml) (3.14 IN NAVD68) 10'MIN. j 5 MIN.
'� / ♦ �,�/ 5 GPD/MEETING ROOM OCCUPANT x 169 OCCUPANTS=845 GPD LOWEST SITE ELEVATION =±11.00 IN NAVD88 / BUILDING
1ST FLOOR(5,480 SF/431 SEATS) HIGHEST SITE ELEVATION =±45.00 IN NAVD88 i
/ 41`� �Op� O't�6p 1.5 GPD/SEAT x 431 SEATS=646.5 GPD /
PER SOIL BORING PREPARED BY MARK MCDONALD DATED OCTOBER 31,2017,GROUNDWATER WAS ENCOUNTERED 17' /
♦
RECTORY(SINGLE FAMILY HOUSE WITH 4 BEDROOMS)=300.0 GPD / o
\ �� p,�' \ ojh 1�` ♦ � � TOTAL-845 GPD+646.5 GPD j300 GPD=1,791.5 GPD BELOW SURFACE.REFER TO BORING LOG ON THIS SHEET.
♦ 11�1/ 10'MIN. / ? DRYWELL
\\ �'A\G,�po / ssrj, THE ACTUAL DENSITY IS LESS THAN THE PERMITTED DENSITY, 6. LOCATION OF EXISTING UTILITY SERVICES SHOWN ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY BY i/ / / /%/ / �N GREASE TRAP V Z THEREFORE THE LOT IS SUFFICIENT. THE CONTRACTOR WITH THE UTILITY COMPANIES AND/OR PRIVATE MARK OUT COMPANIES PRIOR TO
`�0 � COMMENCEMENT OF CONSTRUCTION,IF DISCREPANCIES EXIST,NOTIFY THE ENGINEER IMMEDIATELY IN WRITING. z /
�P \ '�*• `� 0� Cyr WATER MAIN 10'MIN.
r; O 7. NO PLOT MAY BE SUBDIVIDED OR CHANGED IN ANY MATTER AT ANY FUTURE DATE UNLESS BY ACTION OF THE\ \ /�� !O '1'O SOUTHOLD PLANNING DEPARTMENT. a`��� '� �" am am
\ p MEMORIAL SITE(NO STRUCTURES) ) �L9 , !y
\ / J0`� ♦ �' `� 12 STATIONS OF THE CROSS WITH o Tc�,Q�hj,�C,O,P 10'MIN.
LANDSCAPING,BENCHES,AND ` S F.p�0 s°/t� p� 8 RE REGULATIONS.
IMPROVEMENTS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHOLD SUBDIVISION AND SITE PLAN
�Q- � Fj5 0�• �' '1'0 � �� of oU s �P
7000A�/Gq�y°�r,lt°� 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 -
Q G /• �r O $s DEPICTED ON THE MAP TO BE REMOVED,RELOCATED OR DEMOLISHED.
2G Z' '9 °£j Fly IRRIGATION WELL ON
/O� ?„ NSF 9C'°G �! ADJACENT PROPERTY --
\ 00 sAIO�rS��cc'y 10 EXCAVATED
MATERIALS AND/OR T SHALL BE HEIN8TALLATE FOR OION OFNG PERMITS PROPOSED ASSOCIATED
TED WITH DEMOLITION,REMOVAL OF
./ \ � F• s� ; r°' ,c °°, F.,,��, � ROAD ,
PF. T S 11 PRIOR TO THE START OF CONSTRUCTION,THE OWNER SHALL ATTEND A PRE-CONSTRUCTION MEETING WITH THE
O• DEPARTMENT OF ENGINEERING SERVICES.
stx0 12. PRIOR TO ANY WORK BEING PERFORMED WITHIN AN EXISTING TOWN RIGHT-OF-WAY,THE OWNER SHALL OBTAIN A
/O'C ��cj°' �` WORK PERMIT FROM THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT.
TYPICAL PLOT PLAN
50�� �•c�ll. �P��P P��y�P�QJ Apo /�,�y goo �Sz�,. /� 13, ANY UTILITIES REQUIRED TO BE REMOVEDIRELOCATED DUE TO THE INSTALLATION OF THE REQUIRED SCALE:1'=60
4 . ��� `�j y IMPROVEMENTS SHALL BE DONE SO AT THE EXPENSE OF THE APPLICANT.ALL NEW CURBS SHALL BE 18"OFF ALL
i / \ 4) F �S� 50/ ��� SS A j UTILITY POLES.
� J`Gt` \ EXISTING POTABLE o�0 ��
Or��GFsn \ WATER WELL ON �o�cg` 4;J �F oo�G�' E` �' ♦ 14. ALL TRAFFIC ROAD MARKINGS,ROAD SIGNS,AND LIGHT SIGNALS THAT MAY HAVE BEEN MOVED OR DAMAGED IN THE #FILEs
ioADJACENT PROCESS OF CONSTRUCTION SHALL BE RESTORED AT THE APPLICANT'S EXPENSE TO AT LEAST THE SAME QUALITY
'` 1 //� 7PROPERTY � ,P �o jY C3 C) 5' ?�. ii� r AP P 6�0�/�D #
�,�. / y Q� ?O P�,�F.�t ,`�Q-JOB,I°Sd ,!v F! AND CHARACTERISTICS THAT EXISTED BEFORE CONSTRUCTION BEGAN.THE APPLICANT SHALL BE FURTHER
GX \ / S O y1Q Q �� O x$? �. RESPONSIBLE TO INSURE THAT,IN THE ROADWAYS ADJACENT TO THE CONSTRUCTION SITE,THESE MARKINGS,
�G��C NED DURING THE ENTIRE
•� O �� I ,,1� O `���. PER OD OF CONSTRUCTION.IF REPLACEM SIGNS AND SIGNALS,ARE MAINTAINED DENT OR UPGRADE THAT PROTECTION
REQUIRED,IT MUST BEFFIC IS APPROVED BY THE TOWN OFAS
PLANNING BOARD
�Dc �'S '. � ro SOUTHOLDHIGHWAYDEPARTMENT. '�p�IN OF SOUTNO
tD
\ �oF •� 15. THIS PLAN IS NOT INTENDED FOR CONSTRUCTION PURPOSES.
�V� .� ���°l Pcr''P°� Rile• 'PO rL COO
crJ �O F��P yP �i S �y r19 „ l J �C) 1
C`� a o� � � . ����; �.o • c9 � s � ti E � � 2019 SATE i t
/ 90 P° ,�1 FILED NOV U 4
�0'�� !0 e,�F�SO,`,�Ol�
� d's Off,�•F` o $' 1
tkrL DO �F 0 ( t,CO�' Notes:
O
ge P�oop9 h ' s 5�`
0 MONUMENT FOUND ° S
A ,r• W m
�h p MONUMENT TO BE SET ILED ' '°' w` ..
sr
EXISTING ON-SITE rod +�j1 �i
/ o� IRRIGATON WELL �� '29 rp Rom- Q�,x NOV 0 4 2019
TO REMAIN 'S 1 c�6`L srj, s• TOWN REGUIRE5 AT LEAST 10 STREET TREES MUST BE MAINTAINED 10.04 qm
ro 06' - S'R AS STREET TREES ON LOT 2 ALONG DEPOT LANE Judith A.Pascale
E)<ISTING S9 S� ''�� '�h S� � S/- CLERK OF SUFFOLK COUNTY
4J� / tz'WATER MAIN \ Dark brown loam OL
� oo�` / �� ISCWA) s' Q�� ��� ,�}`° ( �j , ��� F -------- 1' SOIL BORING PREPARED BY:
o � // In ROAD � 9'. �"�� o�,pgy 's j�� ------- 2.5' Brown sift ML RECEIVED
Poe rr��� �� q <f01 i o0, - MCDONALDGEOSCIENCE F -
tiJ/ `� �F )_ BOX 1000 - g c+
°� , �� ACCEPTED FOR S,P �a 20119
4 �� �o� os oy h �.• SOUTHOLD, NEW YORK 11971
�43 ��,�° �oQ`�Q DATED: OCTOBER 31, 2017 MICROFILMING Southold Town
�. Planning Board
-f O Gj � 4Y Q g
Plndar VlneyarOs ��� Q`' ,R�0 \\ c Fd, �I BORING �D� tx #* toe�y����� G�� �'Q' O LD�A RUCA1�' S
�PQq� ,�oo S O pow \ LOCATION r� �o�� ��oJ P0�1 JQS� Brown fine to coarse sand SW
h o Q� o� L`i-t`' FAI�CF.i<.12.2
50� o' B-1 � o`��ti �0�004 o� y�,,otio ROMAN CATHOLIC C1 MC H OF
WATER SERVICE:PRIVATE WELL
SCTM#:10001021-5.2 2RXR LADY OF OSTRAIBRAMA
O ryb �p`o�o�0 �.P �O �P 0�0� 3450 DEPOT j
\
° �rF ? f �' EXISTING ON SITE Q G `� a
PuglleseVlneyardsp \\00,, ',p EXISTINGONSITEI M
G� r�`J4 �% �jtj�,�•�{•�1�Q$ r 1
EVERGREEN DRIVE WELL r6 yF 9 TO REMAIN TROT CENT WELL FOR Joy G FARC�.123
x SEPTIC SYSTEM O
_ ADJACENT PROPERTY �g�
FIELD&PUMP STATION r�ss a� ` ( �P� ROMAN CATHOLIC CHURCH OF THE
oF'- \ 3ACR1E�D 1EFA)I�T
`�"� rwi•m,r,� / O O ,h ro .y \ 3450 Der I.A1dE
Vlneyard48{� 9 r6 Q
EXISTING ON SITE \ `9�`. ' 'D -5 O'0' 5 � _. -------- CUTCHOGUE,I�.X. 11948
664 BLUE POINT ROAD, UNIT B
DRYWELL TO REMAIN
n °` 17' HOLTSVILLE, NEW YORK 11742
ti r` 4 oo�.�3' ,P ��6 / (631) 961-0506 www.PrimeEngPC.com
a-' °°j `• WATER SERVICE:PUBLIC ^ �� �O Q� QQ op EXISTING ACREAGE
SCTM#:1000-102-1-6.1 xo- �P�O � �p°p / TAX LOT 12.2 = '7.1652 ACRES
.p IT12.3EXIS
Water in brown fine to coarse sand SW TAX LOT = 35.5016 ACRES
TING LOCATION e EXISTING POTABLE 3 06/10/19 SP REV.TIE DIMENSIONS JP
Cu+enopup OF WATER METER ?A' �• WATER WELL ON <•%
4 �r 1 AND WATER \ ADJACENT / PROP05ED AGREAGE 2 03/19/18 EF REV.PER SCDHS COMMENTS JP
q ` SERVICES PROPERTY / 25' CITY pNE �9l 1 1 01l29/18 EF REV.PER SCDHS COMMENTS JP
LOT 1 = 24.6146 ACRES 7e o
WATER SERVICE:PRIVATE WELL o
t"y NO. I DATE BY DESCRIPTION APPROVED
r r SCTM#.1000-102-1-5.2
GRAPHIC SCALE / LOT 2 = 10.8626 ACRES z ? m
150 0 75 150 300 600 WATER SERVICE- \ Comments: Water encountered 17'below surface (P. Aso \� REVISIONS
GENERAL LOCATION MAP
PRIVATE WELL � LOT 3 = Z.IQ86 ACRES °Oc �a PROJECT NAME
SCTM#:1000-102-1-7 9<<- >
SCALE:1°=3,000
WVE HEREBY CERTIFY THAT THIS PLAT IS MADE FROM AN ACTUAL SURVEY COMPLETED BY JOHN C.EHLERS LAND SURVEYOR ON NOVEMBER 9,2017, SCTM No.: 1000-096.00-05.00-012.2& 12.3 RC C SACRED HEART
( IN FEET ) AND CONCfle-re MOr4uNeaTs NAVE $EEn1 SE-C AS 5Nawnt. i
1 inch = 150 ft. 4� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL 3450 DEPOT LANE
CUTCHOGUE, NEW YORK 11935
�d, SCDHS REFERENCE No.: S10-18-0001 TOWN OF SOUTHOLD,COUNTY OF SUFFOLK
c.Ey4� DISTRICT 1000; SECTION 96; BLOCK 5; LOTS 12.2& 12.3
�. o �°
r PROJECT DATA �,,I s PROPOSED LOTS: 1,2, &3
SufFolk County De pa Of Hea
LOT 1 LOT 2 LOT 3 lth Services DRAWING TITLE
t" k n Hauppauge,NY
5` APPLICANT......_._._._._. ... ............_. ROMAN CATHOLIC CHURCH OF THE SACRED HEART ROMAN CATHOLIC CHURCH OF THE SACRED HEART ROMAN CATHOLIC CHURCH OF THE SACRED HEART r�iC ,csp �o Date (1AR 3 9 21718 FINAL PLAT FOR STANDARD SUBDIVISION
27M MAIN ROAD 27905 MAIN ROAD 279M MAIN ROAD S02p2 �1Q -
CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NEW YORK 11935 cs�O C 02 wF " AUG 3 0 2019 RCC SACRED HEART
(631)734 6722 (631)734 6722 (631)734 6722 6W�, r ., . The prOPOsed d(m4opment forte_CC S G C!'� ext
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.EHLIE}2S,LS. SF�U ATE 5 c,,,�. 1M;�i a t t�,l of 3 lo! i� SEAL&SIGNATURE ALTERATION OR ADDITION TO
-` EXEMPT THIS DOCUMENT EXCEPT BY A
279a'iM,AIN ROAD 27905 MAIN ROAD 3450 DEPOT LANE N.Y.S.LICENSE N0.50202 ••--•..-�..... 3 .�
CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NEW YORK 11935 CUTCHOGUE,NEW YORK 11935 from re^uErw 7iP,;;s pt�r;�3,�t x� �,i:,,lo 6 t,t:r S. S i o�1f11y Sanita DINE E I PROFESSIONAL
SITE I HEREBY CERTIFY THAT TN ATER SUPPLY(S)AND/DR SEWAGE DISPOSAL SYSTEMS)FOR THIS PROJECT WERE DESIGNED BY ME OR UNDER MY ►Y ENGINEER IS A VIOLATION OF
(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 Go do.for c4At-;tsi r a;sip„,1�.-1.1s;,.a;..,,�.Ii;,,I;; I,y y� �.: ,,r'Gn sir,Ce CF NE',• �' SECTION 7209, SUB-DIASION 2°
SITE AREA........_...._._..._. 1,072,011.6 SF(24.61 ACRES) 473,061.6 SF(tOB6 ACRES) 313,632 0 SF(7.20 ACRES) DEPARTMENT OF HEALTH SERVICES CONSTRUCTION STANDARDS IN EFFECT AS OF THIS DATE. A?ctl lot 1>%o').`.."sr t"6n 5.0 Zcrer, I, .fin; , OF THE CATNEW YORK STATE
........ �� :.,n.r,w2t��r supply and savage '� P Y
l dl ^„al fa lfje$On Bach lot Mt;st Conform to COPStrUCf1Un standards in O.A EDUCATION LAW.
CURRENT ZONING_._......_.................. A-C(AGRICULTURAL-CONSERVATION) AD(AGRICULTURAL-CONSERVATION) A-C(AGRICULTURAL-CONSERVATION) OF NE y effect at The time of Construction and are subject to separate permits * Uv �� * DATE: 10/03/17
04' F CURRENT USE... ..........» . . . . ..... NURSERY STOCK FARM CEMETERY CHURCH AND RECTORY ��' R• Eq O _ l
P Pmuant to those standards. f
rcr
2 �� 9�'� �$� r vnu e k` 1ALE c w SCALE: AS NOTED
GROSS FLOOR AREA............_._._._. NO EASTING BUILDING NO EXISTING BUILDING CHURCH * Q * 2 PROJECT No: 17145
(WITH AREA BREAKDOWN) CELLAR(MEETING ROOM)................................2,542 SF ,- / Director,Division of nvironmental Qual N '
FIRST FLOOR.......................................................5,480 SF n '�i w fty 0839377 DRAWING BY: EF
TOTAL...................................................................8,022 SF to e A
i ZU _ ROFESSIONP CHK BY: MP
RTOR
r`
CELLAR.Y................................................................300SF �dp 08393� �!` ` APPROVED BY. JP
FIRST FLOOR.......................................................2,914 SF ROFESSIONP ,,. ...► DWG No:
SECOND FLOOR.....................................................970 SF • . ......... . .
(GENERAL LOCATION MAP TOTAL................................................................. 4.184SF - JACL PERANTEAU, P.E. C-1
SCALE:1'=600 JACLYNPERANTEAU, 937 SEAL DATE NEW YORK STATE PROFESSIONAL ENGINEER 083937
N.Y.S LICENSE N0.08393T � PAGE No, 1 OF 1
Y.ftrnelPr*cts1201 A111145_RCC_Oepot Rd SouthokWraw ngsiPnme\17145 2019.C6.10_Sanitary Subdivision Plan_Rev2.dn