HomeMy WebLinkAboutMoore ELIZABETH A.NEVILLE, MMCus Town Hall 53095 Main Road
TOWN CLERK � ����u P.O.Box 1179
Southold,New York 11971
REGISTRAR OF VITAL STATISTICS
mt o Fax(631)765-6145
MARRIAGE OFFICER r, Telephone(631) 765-1800
RECORDS
FREEDOM OF INFORMATION OFF CER AGEMENT OFFICER
www.southoldtownny.gov
e.
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Southold Town Clerk's Office
DATED: February 7, 2020
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4837 for a Cesspool/Septic Tank Construction
Permit submitted by:
Tyler Fox for Jaques Moore
Please review the application and location map and advise if this office may issue the permit.
Please complete the form below and return it to me. Thank you.
* * * * * * * * * * * *
I have reviewed the application and location map of the project cited above and make the following
recommendations:
APPROVE
DISAPPROVE _w.....
Comments: �.
Signature
Dated
ain Road
ELIZABETH A. NEVILLE �• Town Hall, 53095 M
TOWN CLERK P.O. Box 1179
coo Southold, New York 11971
REGISTRAR.OF VITAL STATISTICS
MARRIAGE OFFICER Fax(631) 765-6145
RECORDS MANAGEMENT OFFICER ��� Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICER ` southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
10 /or Non-Residential $25 A lication No.
RCS1�Crit1�.l � S � r�
Permit No. _I
Applicant Name JY_ J-1,A-� RL
Applicant Mailing Address Air
Septic Tank or Cesspool
Brief Description o Proposed p - Construction or Atterstiol E— �
Location of Proposed Construction/Alteration:
Owner of Property: A*A"
Owner MailingAddress: --A; '�gvc � -
�v+E�-t��
Owner Property Address: , SLJ55,. I—ANQ .1�64 y z�
Name and phone number of contact person=k -
Tax Map No: Section Block a Lot
Cross Street .a
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH 1 'ALTH DEPARTMENT APPROVAL
10 �q
Sigi r of AppINicalat .Hate
Received by:
5ANITARY DATA
MAI'Of PROPERTY fOR: JAMES MOO�l Thf-5E 51TE PLANS ARE BASED ON A
5.C,T,Ml: 1000 -88 - 2 - 17,8F GRANGE
SURVEY PREPARED 5Y NEIL DATED
PROPERTY ZONING: TOWN Of 50UP-101 D AGRICULTURAL-CONSERVATION ION (A-C) JUNE 21. 2018. DATUM IN NAVID 88,
U51:.: 51NGI-E FAMILY RE.51DENCE (CURRIfN"I"ILY VACANT)
ARTA: 55,516 5f (2,1928 ACRE'5)
51FE FRC
NO VVAT[P\WfLI-5 WITHIN 150 Of THE )FERTY
MATCH LINE X 15UILDING H� ff� -I" MEAN RIDGE TO AVEXAGf NATLRAI GIVkDE
AV'\ MA '..'IG� 34'
0.01 NUMBER Of 3f DROOM5 4 5EE 501L BORING LOGS POR
tv
GKOUNDWATfR VANAGEMEN I"ZONF. IV GROUNDWATER DEPTH NfORMATION
PKO'T'05EQ 5ANITARY'5�5Tt NO WETLANDS WINTHIN 30T0`OF PROPfKTY
�,250 GAL, 5EPT IC TANr, ,/)
(6) 8' 1')IA. x,1eD[':FI""5ANITARY LEACHING POOL5 WETLANDS LOCATED EAS SIDE Of CEDAR
"11GHE5F EXPECTED GROUNI'.)WATH�: +2,30'
BEACH ROAD, OUT Of JUR15DICTION,
NO E5�
1 , TYPE 2 P00L5 HEIGHT AND WIDTH Of SECTIONS A5 REQUIRED, INCLUDING CONCRETE FOOTING, REINFORCED CONCRETE SLAB.
AND MANHOLE COVER(WHEN BASIN 15 5ET TO fIN15hf-D GRADE).
N/f ROBERT CELENTANC) 2, MINIMUM 8'BETWEEN SANITARY LEACHING POOLS. MINIMUM I O'BETWEEN STORM DRAINAGE: POOLS, MINIMUM 20' BETWEEN
VACANT
N/f RALPH NADILE STORM DRAINAGE POOLS AND 5ANITARY LEACHING POOLS. MINIMUM 10'BETWEEN 5ANTAKY LEACHING POOLS AND BUILDING
0200-53300-0100-017007 fOUNDATION, MINIMUM 5' BETWEEN 5ANITARY LEACHING POOLS AND UNDERGROUND UTILITIES.
RECENTLY DEVELOPED / NEW DWELLING
PUDLIC DRINKING WATER0200-83300-0100-001001 3. ALL POOLS UNDER PAVEMENT TO HAVE SURFACE ACCE55,
PUBLIC DRINKING WATER 4. ALL OTHER LEACHING POOLS TO HAVE F051TIVE SURFACE ACC[55.
cd
5. ANY DRAINAGE STRUCTURES INSTALLED WITHIN RIGHT-OF-WAY 511ALL M I O'DIA. MAX AND 511ALL INCORPORATE FOOTING KING,
C. ALL INTERCONNECTING 1111 TO 114"11A, 51K 15 PIC, INI-155 OTHERWISE NOTED. PITCHED AT 1/4"/fT 5f.TWIff_N CI_fAN-OUT
SEPTIC TANK AND I/8"/fT BETWEEN LEACHING POOLS.
4(j +
G
SANITARY STRUCTURE 5CH--EDU LE
(D
OQ/ REN - 1STRUCTURE NO, STRUCTURE TYPE/SIZE INVERT ELEVATIONS KIM ELEVATIONS 50TTOM ELEVATIONS
COI SANITARY CLEAN-OUT I (RESIDENCE) I I.0' IN�OUT +12,55'
AN CO2 SANITARY CLEAN-OUT 2 (POOL HOUSE) I I .23'IN 4 OUT +12.45' -
5P 5EPTIC TANK(8' DIA x 4') 10.08' IN/9.58'OUT +12,50' +5.33'
N 300 32' 10" If 0.
23.35' ir -TIVICOF-S DPI LEACH, POOL(G @ 8'DIA x 2') 5.08, IN +1 1 .50 +7
_P111111 SE
-Ft
OFFICE 0f:,WjNr;)T
5CDM5 APPROVAL STAMP
0 T
91i�
ED A
EJll
IRI_
44i
141
PARTIAL PLOT PLAN
SCALE: 1 "=40' 0239415
0
OF N
JM2 ARCHITECTURE, PC Project Name: Moore Residence DWG NO"
2410 NORTH OCEAN AVENUE Project Address: 13445 Main Bayview Road, Southold
SUITE 300 id
R
il
F
l
Si
N
t Details: New Single-Family Residence
FARMINGVILLE, NY, 11738 PSP-01 moo
I T 1631.320.3305 F1 631.320.3307 SCTM#1000-88-2- 17.8
'PELLICAO WOODS' FILED MAP
10069 n °.A ' ZONE "I 'MAP OF CEDAR BEACH PARK' FILED MAP #90
�14 O.2% ANNUAL CHANCE
/F JANINE BA NIC "' 13 OF FLOODING CLEANOUT 2 N/F 5U5AN JOHNS
EXISTING DWELLING I I .23 IN � OUT, EXISTING DWELLING
w� r RIM EL. 12 48
0200-83300-0100-002000 + I 12 S (q20 8,33000 03.
PUBLIC DRINKING WATER PROPOSED POOL HOUSE "��
n
aFIRST FLOOR EL + 12.50' �" w %1V, 0R !I,1"�,.�ra� rv[���,"T�.�,
�R���r,r�r,��;°���r�,a��r�, � ����" A° Olt
r '
TW EL, 12.00' r� 0/
BW EL. 1 ! .00` 4
PROPOSED 20' x 4 PtW.J0 BE
FILED UNDER SEPAL' u
/
\TE APP
VwlCATIO
`.
' . ..._
LEACH. POOL (6 @ 8' DIA x 2' �". � '� °�� °k r"°'I
' � ' r "L- -,I � �"���.-� +�� .�, CLEANOUT I P.IM LI K 2A�'�'r �k � ��'��t��}� r ���"
J
... �° ! i . y w , , I I ,0 IN OL ,",,,r f 'fi I
9.08' IN, RIM EL. 1 2.50 + ! `� ". �� , r _ . w . �. .. .
C1"M-..,w / }` �u d 1 !'�k d d 9 1 {F bk4 4! ,£!V R Y !ll i
w "
CP? /
., 0.2% ANNUAL CHANCE
LOCATION 3 (t,.XP OF FLOODII'P..m
r
SOIL BORING
t "
GROUNDWATER DETECTED @ EL 2.30
,r Pcl
t,
'n j�
i i
SEPTIC TANK (8 DIA x 4)
1.
' m`
10.08' IN / 9.58' OUT RIM EL. 12.50' LJ
w- r, y I tp ' ryl�aw
+ 1
Y ,
PROPOSED I STOR •��• � � � �"" ;
2-CAR GARAGE -- � ,- ,, ^O" STORAGE BARN
° . 50
FI T FLOOR EL + ! 2.00' o ^r f r � ; FIRST FLOOR EL +6.
(NO PLUMBING)
,C
PROPOSED 2-5TOR °' SOIL BORING LOCATION 1 ;
�'� _ � � GROUNDWATER DETECTED @ EL. 2. 10'
51NGLE FAMILY RESIDENCE
N
W/ BASEMENTN/F RALPH NADILE
_.. \
�
BASEMENT F.F. EL +6.00 + 1 I M
GG
' �'� r� � RECENTLY DEVELOPED/ NEW DLL,! 1G
F! R T FLOOEL + 16.00" / ci lo
0200-83300-0100-001 0 4
SECOND FLOOR EL +28.00' R
,�� �r r� � ,� ,,,,� i � � � r' PUBLIC DRINKING V� R
+ cc _
=`
DA O
501L BORING LOCATION 2; Tco
GROUNDWATER DETECTED @ EL. 0.70' �� ' � � � co
'k ^^"n
N/F ROBERT CELF_NFANO
VACAN..F M O ..
PARTIAL PLOT PLANT 0200-83300-0100-017007 a +70�
SCALE: 1 "-40' / PUL�LIC DRINKING WATER ,�� . .. � � '. ', �� OF Ne
J 2 ARC ITECTUR , PC Project Name: Moore Residence + DWG No: "
Al
2410 NORTH OCEAN AVENUE
Project Address: 13445 Main Bayview Road, Southold
SUITE 300 '
FAR INGVILLE, Y, 11733 Project Details: New Single-Family Residence o� . r' ' �� " MATCH LINE 1 r
,, , ..
T 1631.320.3305 Fl 631.320,3307 SCTM# 1000- 88-2- 17.8
F .OY�05F'..D f�f..YtlN..f~)IINL
m N� '..l C.) G V I)E IV- ��— &..W:�N�HAG.� C:A51IN�G C G) G RADE
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MVhV. 4" DIA. 5DR ! � �� .� ' -� _ _ ,. .. . �4.,, VI�J5EG�,`T °A'A,GLI�.
PVC OR, LQU f VALEI�I...V...
� � . � TON" ,iLAV:a �,
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TIGHT,iT� I,....Yk AW L)I��'
H .. .. I � / T EG.. fJf vrALN I ..Y... ISI YGf...Ylf4 AT 1/471:7 VIN,
�.... .
�N L ..._ ... LOCKING
G _ -AN- l..J f.f FG"I IED AT
SLE L)f_-{AIL �,
J � GW,G7VEKo (TYPICAL)
FROM t �✓ f..ANY)�`CAEII'� �, � ADE'
OW I I ,OV'�
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L � � �
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TV LIG.�TL�1 :: �� V� f=LOW, " TO LY.
µ
_ - w _ IN. 4"' fa(A. 5I)ID , rZ
L.._fN[51YED f l.00 � P � � � .._ �� �� INVERTI �.:�L�.E�A� �:)I°�' �, � �" � �� OR L..mOOJf�ALEIJT
�- �� 30 L)F�Y�EL L...LI�G7W � � Y'IW...f�EV�� AT I/147 fT
I::"LLATIO�VV .00 � CAW.. I'IO�D..w..,, �`
f E a,,,.� GO DEGREE WYE � ��, `SEE A4�V�6�A�I��` `° ����� �-:, w � ,1.111. � �:� :� ...
4 IDIA. 1. R PV I f�G 0 F_I..:) AT � _ �����. 1111 � ,,
I . OUT, I/4"'/ETETWI E'I� LEAI� GLUT �TL9 �C�II�,Im �V 1CDYJI E
FLOW Ff�.O � . EETf TANK, Z_ ��in, / FOR INVERT Ef...L:.VATIG.�N �.
�.. m
OILET POO � � " � � " . � Y�I Y�fCK(4 X00 V51) �
" ... I -TOM
4�CENI OIRC ED Y�OG YWG�I�
NEW 4 -
' �f�� 5�LIWIG;L_ r'" NEW LEACMING
CAST Hl:1O x5AMTARY
NEW 1 I250 I N K CL_ MAT`; ; A' Y O ISEmm
CLEA
7�A1V ~l�6� 'IT�I Y:� OA ,I E 5 !/ 50% 5AND AND GI VII
MIX
I/87f fo M V N,. 6 '
OVEo CACKf7III....L MATERIAL TO BE CLEAN I\1071L:. 5r3'rElVI N'R0I:'05IrlD 15 AIS
NOTE. CpLEANOU '(5) LCOATIF[:) VN' rl A,ff-1 AF\[ A5 5HAL1.. VSE COARSE .50%/ 50% 5AND ANk...) GIPZAVEY.... MIX
Af:lt::1`:�',NA...FA..Y...E 5EWAGE" D15P05AL 5Y ,1'..EM
PKW' IDEII:::) WITH .T . FI IC EL:5ARING p:KAME AND COVER. f 0K I.. IGI.....I GROUI` DWATE::: , CONIDITI'ON5
mm G:�Y�AI:�E
1
.. �ahJCTAI�I._CT COVER TO_ TOI. PEI OIC, END NO LUG
o
Aaf Y YI. ,
L.... ......
—5EWEI N'II"E
_.._30 IDEG PRffl El BOW
GO Yw)FG�IWE WYE W� �
.1.111.
r �
NOTF° CLEANOUT(5) L_(.1OATED IN FRAff IC AR-1.7-A5 HAI L [.3 E. OF N�
I'I�a.O°�CY:)I:fD WITH ..FIWbECIC; EAICIWG� f fAI\AYE ANDCOVER.�II� AN� FN�TIF, �,.�N�IF„ �� I�u��y Nairne: ��u��� �� �u �u�� DWGW
410 NORTH OC EAN AVENUE Project Addir ss; 13445 Wn Bayview Fbad, Southdd I� �A � l.E
ANOUT DE1 AAh.
SUITE 300
-03mOO
IC �-oj ct Det u� : New Sup n .F:,�ai M Residerm �... ...� .��.
WW_.
FARUNMAll JLE, NY, 11738
F II 631320.3305 IFS 631.3 0.3307 SCIN#1000 w 88-2- 17.8
.;r
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...... �„ ........... _. ®....�.. —...
_._..... mn�.__ ... ._.
m
I � 1
,� Cie C�Vw,, � ��✓'�: CT�;.I-9L:1..:)
I 41FT BETWEEN CLEAN— 35 PVC F1 F0 I
OUT 4, Htf.I..IC TANK _. T I/5"/f:7 BETWEEN EN Ef GIC
TA 6�
LEAD.....IIING P001i....
POOL hOU5E 5A IARY PROFILE
rr� APF'R®XIMATE H1GHE57 EXPECTED GROUNDWATER ELEVATION +2,30'
5CALEP 3/1 G" I '
L)ATUM OD
Lu
— BUILDING f_'XI1:.[101K
C\1
FIS E t.A I C1.001
.. I Z ... 0" 9 w Rr ' _.. _...— ��._... ...... .,......_�. .....�..
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�m
4" I,.)IA, 5DI . 35 FVC PITG;H-:D
AT I f47FT B'LT'wILN C L.I.mmAIV--
„ DIA, rI�I'. ..� I` PITCHED
Y YD w mm
ff L 5
M — OUT 5I FIC TANK
I...PaNK LffACY...1ING POOL
EDA
...
AI IIGIYA�L flrY�LT : IG r GROUNDWATER ATCELEVATION k
_ .... _ . ,
�
I LLJ'TU1 E "
I�G_�ILL:I I,.00IM G�'
. — _ IUATUB G) _ .
RE5I NEN If 5AIN I.,I..AI Y 17 fI II,,.E
SCALE 3/e I OF N
IDVVG o'
2410 INORI,,IGS I;;A AVENUE :lroj cQ Addiraaao 13445 Ilftn Bayvuew Road, SouthoM
UMI. 300
:`AlMlINGVlLLII,:„ NY, 11738 Project Detah� New Sin&-F:,arNlly IRR Iidence SP-04100
T II UM 3305 FI 631,3203307 SSCTM#1000,m 88 m 2,,,. 17. ...�...��
RbNfOR ED IFRJtCA5F CI- UNEY A5 RtQUREr s
ffMU...UIffU7 GR —_ADEC d\A�"�ELU._ fOL,NDF,Y NO, IMU. U E_
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AND CsC�VEU�IC�R�..U...IfU::
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jil � �a...DW El U U� ted' ��` � �,XCA ATtlC)N ° C0[.,U..A .
...
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.:' �.. . ��.. P ECA5T 50LID WALL KING
a D ➢ [.:7 u-1 ;.
PP\fCA5'F 5TC7RM DRAIN KING
.E!I._TE K fAF-')KICo
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E-D C 1 �� CONCRETE fOOTING KING
n ^1 WH E CJ f�ECS U I RM BY
_f
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UNDEr%U...MNG 5AND
AND GRAVEL 5T ,ATA
TOWN O7 50U..0 U IO U) 5 FAN DARD 5FEC 55 TAN IDA D fOR., ALU.... NEW 5TORM DRAINAGE PM....5 � A
E M
STORM WATER LEACHING FOOT.. DETAIL
SCA[.. a I1
14od a ua G
OF NSA
J 2 ARCHITECTURE,CTURE, IPC l Proje 1 Nrne: Ise re Res1dence �
2410 NORTH OCIEAN AVENUE Project Address: 13445 lftn Bayvuew Road, South DI
WTP 300
ONC'�UILILI NY 11733 Pro ec1 II,)e1 6Us: New Srngo e Family IRe �dence
U=AI�1� p SP-015 ,,, 001
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LLI�IL9dV 1 )�(,)�)ALGV)RL '9YYL.. a aLL%/),L.R Vd aXWV WET %GRAVEL (5V/), 2,0'
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