HomeMy WebLinkAboutBayley ELIZABETH A. NEVILLE, MMCm � �' Town Hall,53095 Main Road
TOWN CLERK ° day P.O.Box 1179
Southold,New York 11971
REGISTRAR OF VITAL STATISTICS Fax(631)765-6145
MARRIAGE OFFICERTele hone 631 765-1800
RECORDS MANAGEMENT OFFICER ' www.southoldtownny.gov
FREEDOM OF INFORMATION OFFICER �� '
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
TO: Southold Town Building Department
FROM: Southold Town Clerk's Office
DATED: October 31, 2018
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4674 for a Cesspool/Septic Tank Construction
Permit submitted by:
Paul Davey for Robert Bayley
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 _mITITIT mITITITITITITITITITITITITITITITITm
Comments:
Signature
--........------------...........
Dated ..........._
ELIZABETH A. NEVILLE Town Hall, 53095 Main Road
TOWN CLERK .� P.O. Box 1179
co Southold, New York 11971
REGISTRAR,OF VITAL STATISTICS
MARRIAGE OFFICER ip Fax(631) 765-6145
RECORDS MANAGEMENT OFFICER , Telephone (631) 765-1800
FREEDOM OF INFORMATION OFFICES, southoldtown.northfork.net
OFFICE OF THE TOWN CLERK
TOWN OF SOUTHOLD
SOUTHOLD WASTEWATER DISTRICT
APPLICATION
CONSTRUCTION or ALTERATION PERMIT
CESSPOOL or SEPTIC TANK
Residential @ $10 /or Non-Residential @ $25 Application No. q67q
Permit No. JZ !O 0 2
Applicant Name
Applicant Mailing Address- �
Septic Tank �Ce........-. _..... �..-.._....�.
Brief Description of Pr spool
B
p Proposed Construction or Alteration��
Location of Proposed Construction/Alteration:
Owner of Property:
Owner Mailing Address:..... ... 2 .
.
Owner Property Address:,
. ._..�
Name and phone number of contact person _
Tax Map No: Section 53 Block CD Lot 3g.�
Cross Street _ _.., ` 4 _ LIP
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES S1JRVEY_MA1TH1HEAL7
1IVARTM1T APPROVAL
ignature of Applicant Date
Received by: _ 3.s* _..
50'MIN.
S.C.T.M. N0. DISTRICT: 1000 SECTION: 53 BLOCK: 6 LOT(S):38.2 BUT SUFFIULNKLLP
SEDIMENT ON SITE
HAY BAIL
TYPICAL CLEAN OUT SILT FENC NGD/OR
a I`
SLATE OR STOPPER END Zf
SUITABLE COVER
1 OR PLUG w '° z
o
I 3 0 ,x
o ��G� ,��4� •�c?
f Q E
30' ELBOW f Ld
f'07RUICTIONENTRANCE — FOUNDATION OF COMPACTED
60' WYE .p [ s/4`STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA.
P/0 LOT 134 o [ FILL TO 18' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE.
FLOW- N 66009'00"E 125.00' t
_______
9.2 SILT EL
o P/0 LOT 134 LIP LP PrP EL 8.5 a 21sT
� LP =
ELEV. 8.5 N ��� EXP 1
-- w
SM SANDY LOAM f �° — S.T. PROPOSED o I
W/GRAVEL w �. ? 3 BEDROOM SYSYTEM I l O
v_1 0 0 I= GAL &T, m
SANDY SILT —1.4 0 > o EL 9.0 (5)S`�DEEP LP I
59.5'
SM W/GRAVEL —6.1' EL(9 0) GAPA GE ( AYE Q
N
34 am Or _ = Z 3 7a. .O.
MIXED
MIXED SAND LOT 135 PROPOSO m
W/GRAVEL r�
PSD LIMIT „� 6 4'D E � Cn o
SP T7Ia7s1RCE t F 3 j
STAG32 AVL
ANO CONSTRUCTION 0 1
— RANCE
8.0' EL 0.5' — ;. ,
WATER IN HIGHEST EXPECTED
MIXED SAND GROUND WATER EL 2.0
$P W/GSL LOT 136 PROPOSED WATER SERVICE
EL(9.0) a 35.0'
un' r<EL(9.0) `V I
0o EL 8.5 'mks I U
PROPOS)ARFIA
-
- 14' srocK P �4sPt [ o b ( >
SEPT. 18, 2017 PROPOSED - Li1
o DRY WELL r f/7
SHAWN M. BARRON, M.S. S'ox4'DEEP SILT FENCE I =:I € � I
EL 8.1 EL 8.5 ti r-,I
TYPICAL DRYWELL CROSS SECTION S 66009'00"W �5• ` 's
(CONC. PRECAST COMPONENTS) LL-
1
LOT 137 Z 3 o 00 1
r SLABSLAB MR vME"Dvrt CO
A LEUK 4PPE ANO A oun.Er 3 m
GRAM olp�
MOM,X/, -, PRDHED,/E/, ISLAND VIEW LANE
a O❑ S(:RLEN CGP.T1/1N
DRAINAGE CALCULATIONS:
OEOTEXRLE FABRIC
SUPPORT ROSS
WOODO
WOOD DR METAL
A) DWELLING W/COVERED PORCH=1,628 SQ.FT, FLOW DIRECTION
1,628 x 0.166=270cf REQUIRED EXCAVATED AND
BACKFILLED TRENCH
B) DRIVEWAY=355 SQ.FT. £�
355 x 0.166= 59cf REQUIRED FXIS NG GROUND
329cf TOTAL
LCOLLAR 8'
a ;r
r
BACK FILL MATERIAL TO BE (2) B'DIA x 4' DEEP DRYWELL= 354cf PROVIDED
CLEAN SAID AND GRAVEL
FFL 11.5
C.I. LOCKING
t E ) COVER TO GRADE
EL(8.5) FINISH GRADE
Ch
PERINUT
N-2'MAX
1/4--Fr. 70"MON, 2
2 201 `ER
B COVER
®CiT 2 INVERTS s.7 N - L(6.5)
6' ,:O
Zi
6` R E
- f I EL(6.96) j! _I
s. # E6VIIT
I FOUNDATION 8,0 3' COLLAR'
WALL E MII POOL CLEAN
,COARSE
2 SAND &
TALK 3'MIN GRAVEL
I` PPROVr
SEWER PIPE
E
C11U - _ GAL. PRI�CASTIS.T. E EL(4.5)
4NO
� H 'asem i
Unty �to�
Z
EL 2.0
Septic tank shall be divided into two HIGHEST EXPECTED
compartments by a full sized traverse GROUND WATER EL 2.0
wall.The inlet compartment shall have THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
50-75 percent of the total capacity. LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
AND OR DATA OBTAINED FROM OTHERS.
AREA: 15,625.00 SQ.FT. or 0.36 ACRES ELEVA77ON DATUM. NAVD88
UNAUTHORIZED AL TERA 77ON OR ADDITION TO THIS SURVEY IS A VIOLA T70N OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA 77ON LA W. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE.
THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE
NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUffURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: P/O LOT 134, LOT 135 & 136 INCL. CERTIFIED T0: SLIGO CONSTRUCTION;
MAP OF: AMENDED MAP A of PECONIC BAY ESTATES j
FILED: #1124
f
SITUATED AT:ARSHAMOMAQUE -
TOWN OF: SOUTHOLD KENNETH M WOYCH K LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
-- - -- P.O. Box 153 Aquebogue, New York 11931
FILE # 18-1 i SCALE: I "=,30' DATE: SEPT. 15, 201 8PHONE (831)298-1588 FAX (631) 298-1588
N.Y.S. LISC. N 50882 maintaining the records of Robert J. Hennessy & Kenneth M. huk