HomeMy WebLinkAboutEsteves ELIZABETH A. NEVILLE,MMC � Town Hall,53095 Main Road
TOWN CLERK P.O.Box 1179
Southold,New York 11971
REGISTRAR OF VITAL STATISTICSFax(631)765-6145
MARRIAGE OFFICER Telephone(631)765-1800
RECORDS MANAGEMENT OFFICERS m 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 22, 2018
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4668 for a Cesspool/Septic Tank Construction
Permit submitted by:
Robert Criscito for Esteves Holding Cor
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
Comments: .........
Signature
Dated
FO
ELIZABETIi A. NEVILLE , ° Town Hall,53096 Mein Roa,
TOWN CLERK P.O. Box 1179
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REGISTRAR OF VITAL STATISTICS Southold, New York 11971
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MARRIAGE OFFICER } Fax (631) 765-6145
RECORDS MANAGEMENT OFFICER Telephone Telephone (631) 765-1800
4.
F R.EEDOM 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
Residential @$10 or Non-Residential @$25 Application No.q(d6,,K
Perinit No. 9=10 605Y
62-14 Applicant Name -
Applicant Mailing Address
Septic Tank. ' or- Cesspool
Brief Description of Proposed Construction or Alteration www.._,__
Location of Proposed Construction/Alteration:
Owner of Property: Lb
Owner Mailing Address: °
Owner Property Address ,
'JA
: I -5ov�6-IiA-Pmj
Name and phone number of contact person
l
Tax Map No: Section ..._Block Lot
Cross Street
NOTE: LOCATION " MD BE S ,A417"TED WrFH APPLICATION. NEW
CONSTRUCTION REQUIRES SU '° IA�aTH HEALTH DEPARTMENT APPROVAL
5i �.�:nlcf
o ....�....��_
mm _ Applicant Date
Received by: A
Town of Southold
P.O Box 1179
Southold, NY 11971
* * * RECEIPT * * *
Date: 10/22/18 Receipt#: 249237
Quantity Transactions Reference Subtotal
1 Septic Permit-Construct- Resid. 466 8 $10.00
Total Paid: $10.00
Notes:
Payment Type Amount Paid By
CASH $10.00 Criscito, Robert
Southold Town Clerk's Office
53095 Main Road, PO Box 1179
Southold, NY 11971
Name: Criscito, Robert
Po Box 231
Sound Beach, NY 11789
Clerk ID: JENNIFER Internal ID:4668
S.C.T.M.# DISTRICT 1000 SECTION 61 BLOCK 4 LOT 9.3 _
#RO-10-06-0093
SUFFOLK COUNTY DEPARTMENT OF HEALTH ERVICES
PERMIT FOR APPROVAL OF CONSTRUCTION
FOR
EXISTING WATER MAIN
IAIGI,�E e^AIr1I�'�RESIDENCE ONLY
IN 0A ( S . r� 701a25 ). DATE---t)- 1�,5•SEW. No, L,
N 60 0'00 E APPROVED
0 WELL IN HOUSE
FOR MAXIMUM OF BEDROOMS
7.51 ' uj
EXPIRES THREE YEARS FROM DATE OF APPR AL
O
16
uj
r wuj
'-� .In PROPOPSED WATER SERVICE
00 I 0 360' TO WATER MAIN
w1" METER TAP & 1 1/2" S P'PLY LINE (PLASTIC PIPE)\ OLHING
Q
LEACHING '
W p POOL LAND N/F OF WALLACE
CHURCH
I PUBLIC WATER
w \
W CQ
0 O LEACHING
LLJ
C/) STAGINGEAREA N 61028'30" E
AND CONSTRUCTION \
Ld EL 24 N ENTRANCE S 60036'30" W 17 2.5 9' 41 .90'
I l EL 24.4 EL 23.3 EL 16.5 CAD J
I-- PROPOSED LIMIT EL 20.5 CA m
OF DISTURBANCE f C�
\ ° . Zo J
E WASHI OUT AREA
Q U P. 0 6b y IN BED OOFrPROPO ED DRIVEWAY. J
z END ` • C PROPOSED SOIL EL 0,0a cn J w
Q ASP PROPOSED ' CD x
STOCK PILE AREA LL.. J 3
EL 23, 8'DIAx5'DEEP W
I DRY WELL
� 1O SED PROPOSED a
( 0 PFS � �,/ DRY WELL 0
I _/ EL 22.6 DIT WAY EL(24.0) Z
O EL 22.5 I 109.8' m x
N EL(24.0) 16.6'
VACANT POROI
.O" 1 .0' SOREENEP
150' I 50' L !N61028 0„ E
4 BEDROOM SYSTEM EL 19 8 7.89 FE.1.1'E
2 8'DIAx6' DEEP L.P F'ROf 0 a'�D, x
( ) 4 BEDROOM. �
50 GAL S.T. co 10.5 ,
1�2 o N 2 STY. QPM, EL 15.5
C\2 I N
RY WELL I L� w W 3
o O
C�2 M 51�j G Q
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-- 20.0' (21) SILT FENCE LL o
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CL 18.6 EL 18.2 EL 18.2 0 EL 15.0 -
z
' S 6036 ' 30" ��T EL 7.7
T254. 221
11 1 EL 15.0
NYT WELL OVER Iso' LAND N/F OF GEORGE BRIDGE
#365D
U•P TYPICAL SILT
TYPICAL DRYWELL CROSS SECTION / GEOTEXTILE FABRIC
(GONG. PRECAST COMPONENTS) SUPPORT POSTS
WOOD OR METAL
FLOW DIRECTION ••••
6" SLAB FOR NON-TRAFFIC BEARING
8" SLAB FOR TRAFFIC BEARING
HEAVY DUTY EXCAVATED AND
APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE BACKFILLED TRENCH •••
MIN. 4" DIA. COVER TO GRADE TO EXPANSION RINGS
PITCHED 1/8%1' - MIN. 4' DIA.
^^ PITCHED 1/8. 1' EXISTING GROUND
B K so'IT
M TO WEEP ® ❑' ❑ ❑
SEDIMENT ON SITELl
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—X81...—IdL �qP �I�� (_TT6 f 1V1 llI fah III1ItlL�Tp
HAY BAIL AND/OR
SILT FENCING 4 21 MINIMUM
z
LLJ
� -
z
M
M.d
ya"54 0
N
LL
. DRAINAGE CALCULATIONS:
3' MIN. '
Lo COLLAR 8
CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED BACK FILL MATERIAL TO BE
ui 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. CLEAN SAND AND GRAVEL DWELLING W/COVERED PORCHES = 2045 S.F.
FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. 2045 x 0. 166=339.47 < 340 C.F REQ.
(2) 8'DIA x 4' DEEP DRYWELL=354cf PROVIDED
,4
ELEV. 22.5 ° PROPOSED DRIVEWAY = 1200 S.F.
DR BROWN
1200 x 0.166=199.2 < 200 C.F REQ.
0 L ANDY LOAM 1 5 �`r, (1) B'DIA x 5' DEEP DRYWELL=221 cf PROVIDED
BROWN
TYPICAL CLEAN OUT SP LOAMY SAND 3 8, THE WATER SUPPLY, WELLS, DRYWFLLS AND CESSPOOL
LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
REVISED 05-07-18 AND OR DATA OBTAINED FROM OTHERS.
SLATE OR PALE CHANGE HOUSE 03-02-11
ASSUMED
O R PLUG END BROWN AREA: 38, coPr£s --
SUITABLE COVER MEDIUM UNAUTHORIZED ALTERA770M OR ADD17701V TO THIS SURVEY IS A WOLA7701V OF SECTION 7209 OF INE NEW YORK STATE EDUCATION LAW.-�-
62 S.F. OR 0.87 ACRES ELEVAnav DATUM.
OF THIS SURVEY
TO MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN
COARSE ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
SW SAND THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE 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 THE EREC77ON OF FENCES, ADD17701VAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS
AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: ESTEVES HOLDING CORP.;
30° ELBOW MAP OF: ADVOCATES ABSTRACT INC.;
FILED: COMMONWEALTH LAND TITLE INS. CO.;
60 WYE SITUATED AT: SOUTHOLD
rowNOF: SOUTHOLD
N10 UJAT97Q KENNETH, O,Y"CHUK LAND SURVEYING, PLLC
. — - - - - -
Lo - `e
PROPOPSED WATER SERVICE
360' TO WATER MAIN
1 " METER TAP & 1 1/2" S PPLY LINE (PLASTIC PIPE) LEACHING
POOL
LEACHING
POOL LAND N/F OF WALLACE
CHURCH
m PUBLIC WATER
40 LEACHING
PROPOSED POOL
STAGING AREA N 61028'30" E
AND
z ENTRANCE CONSTRUCTIONS o '
N 60 36'30" W 1'72.59 —.0 41 .90' zn
EL 24.4 - EL 23.3 EL 15.5
Ca
0
PROPOSED LIMIT EL 20.5
OF DISTURBANCE i
0 CONCRETE WASH OUT AREA
0 I IN BED OF PROPO ED DRIVEWAY.
PROPOSED SOIL EL 0.0 C
PROPOSED STOCK PILE AREA
8'DIAx5'DEEP
/DRY WELL
PRO OSED - If � PROPOSED
EL 22.6 DRI AY \` DRY WELL
i EL(24.0) C
109.8 C
EL(24.0) ,. 16,6':•, 14.8' C
SCREENED'
1 7.0PORCH` 2
- - 50' -.
3EDROOM SYSTEMri ��-�-�
PROPOSEDEL 19 8
3 'DIAx6' DEEP L.P 4BEDROOM.:
1,250 GAL S.T. o - 2 STY. FRM 10 5 I EL 15.5
L.P, W/CELLAR*
CLEAN t
S,T, OUT FFL EL(25.0)
< L4 .0
W
Do
` EL(22.0) EL .0
LAR ENT
EL(21.5) _
CEL . PROPOSED LIMIT 17
PROPOSED OF DISTURBANCE t
N RY WELL
o � o
5\0
(21) SILT FENCE
EL 18.2 0.
' EL 15.0
EL 18.2
254. 22 '
S 60036 ' 30" 11 EL 17.7 EL 15.0
LAND N/F OF GEORGE BRIDGE
WELL OVER 150' IYPl
ac-131
GEOTEXTILE FABRIC -�
TYPICAL DRYWELL CROSS SECTION
(CONC. PRECAST COMPONENTS)
FLOW DIRECTION
8" SLAB FOR NON-TRAFFIC BEARING
8" SLAB FOR TRAFFIC BEARING EXCAVATED AND
HEAVY DUTY BACKFILLED TRENCH ------
APPROVED
-APPROVED INLET PIPE CAST IRON FRAME AND APPROVED OUTLET PIPE
MIN. 4" DIA. COVER TO GRADE TO EXPANSION RINGS
PITCHED 1/8'/1' - -- PITCHED 1/8-/l
jtill _
❑ ❑ t � �I I�I I.—I I I H E, ,
V OSITE P ❑i ❑ ❑ ❑ L I[III �11 III -�
RI I I €1' i11„ IH HilL1i
DR
I
z
o DRAIN
3' MIN. 8' -
COLLAR
ONCE - FOUNDATION OF COMPACTED BACK FILL MATERIAL TO BE DWELLING W COVERE
OR N.Y. STATE D.O.T. APPROVED R.C.A. CLEAN SAND AND GRAVEL 2045 x 0�166=339.,
,BOVE EXISTING GRADE FOR DRAINAGE. (2) 8 DIA x 4 C
ELEV. 22.5 PROPOSED DRIVEWAY
1200 x 0.166=199.2
DR BROWN (1) 8'DIA x 5' D
OL SANDYLOAM
I 1.5
BROWN n
.AN OUT SP LOAMY SAND; 3 $, LI
REVISEb o5-07-18 A'
CHANGE HOUSE 03-02-11