HomeMy WebLinkAboutHelgeson ELIZABETH A. NEVILLE MMC Town Hall,53095 Main Road
TOWN CLERK P.O.Box 1179
Southold,New York 11971
REGISTRAR OF VITAL STATISTICS r Ov; Fax(631)765-6145
MARRIAGE OFFICER �� Telephone(631)765-1800
RECORDS MANAGEMENT OFFICER 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: December 3, 2018
RE: Cesspool Construction/Alteration Application
Transmitted herewith is a copy of application No. 4681 for a Cesspool/Septic Tank Construction
Permit submitted by:
Paul Davey for John Hel eson
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
ELIZABETH A.NEVILLE " Town Hall, 53095 Main Road
TOWN CLERK P.O. Box 1179
Southold, New York 11971
REGISTRAR,OF VITAL STATISTICS Fax(631) 765-6145
MARRIAGE OFFICER
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
Residential @ $10 /or Non-Residential @ $25 Application No. 0
Permit No. Ll&W L
Applicant Name
Applicant Mailing Address_ JZ
Septic Brief Desch tion of Proposed mm�W mm
Cesspoolor
Description p Construction or Alteration cITIT1
... .,roe. .. ..... ,
Location of Proposed Construction/Alteration:
Owner of Property:
Owner Mailing Address:
ti 1�
Owner Property Address:__IT - ....... ...ITIT
Name and phone number of contact person IT„
Tax Mal)No: Section , Block Lot
Cross Street '
NOTE: LOCATION MAP MUST BE SUBMITTED WITH APPLICATION. NEW
CONSTRUCTION REQUIRES SURVEY WITH ALTH. � 1 'TMENT APPROVAL
Slgi—talur1`Apt 1� ant Date
Received by: �, .®._ .....
S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 6 LOT(S): 16
#PRE- 18- 1889
00
,IUFFOLI
TYPICAL DRYWELL CROSS SECTION 4 OU € � If= 1� ,,'tea ,-1-Et IOFB
(CONC. PRECAST COMPONENTS) Ef FOI.. °tT.L , OR ICTfO;1 FO,,
Ft
e•suFD
SLAB R NON-TRAFFlC aEAmGND 2"N' i
e•sue FOR TRAFFIC BEARING
t NG
WAVY DUTY
APPROVED INLET PPE CAST RON FRAME AND APPROVED OUTLET PIPE
MIN. 4'DIA TO GRADE TO EXPANSION RINGS )j
PITCHED 1/8%1' _-..- PITCHED1/8''/1' €p�SATPEC 0 3 ® . . ,r. rpjp�)
. ? €f�
trI•�F,
No ❑ ❑ ❑ APPROVES
❑ ❑ ❑ ❑
FOR
�y yy r q g p gip`
1 fl OR af96°4d63Ef' U&I F
BEDROOMS
pp��-$$
EDRBdOM
E I Ea THREE YEARS FROM DATE OF APPROVAL,
I
- _
3' MIN. 8'
COLLAR
BACK FILL MATERIAL TO BE
CLEAN SAND AND GRAVEL
�t
`,v� 9 a ? $ u _DRAINAGE CALCULATIONS:
A) DWELLING W/'COVERED PORCH-1,307 SQ.FT,
t" [ 1,307 x 0166=217cf REQUIRED
�a B) DRIVEWAY-340 SQ.FT.
1 �(� 340 x 17.166= 57cf
DWELLINGS LAND N/F roraL - 274 cf REQ.
W/PUBLIC WATER UGHN ELs1E HELGESEN (1) 8'DIA x T DEEP DRYWELL=310cf PROVIDED
150' PROPOM
DR��DEEP
l
S 60°02'40'°E ASPHALT DRIVEWAY 125 00 1 ] o w
W EL 51.5 03
0 3EL 42.6 SILT FENS EL 52.2 L I U
Z 1 1 j J � Ln
m `.- 'q AM CMSTKXnCN C13
gCONWIT 94W SOIL R1 9T AREA Y ev #� OQ.
0 a STOCK PILE AREA - t '- t 3 TYPICAL SILT
�
�---- a.,a..52.6' 37 3 �_° =-s--- SCREEN SECTION
PROPOSED
A¢ j GEOTEXTILE FASM
I}F{51 S) = DRIVEWAY I SUPPORT POSTS
IPRQP3 ( DOR NEAT
c EL 45.0 2 STI' FRM .m EL 50.0 ~ FLOW DIRECTION
DWELLINGt:; a. _ 3s.D' :j (~
�+ w ,3 BEDROOMExcED AND
_ BACKFILLEDAvnTTRENCH
P Et'_S LIMB ; MIN m f /-EXISTING GROUND
o OF
DISTURBANCE f _- _ 83 S.T.
c� SH
00 10 MIN Zoo MI
CLEAN OUT � _
PROPOSEDCN
s1 1 11
4 DEW=
EL 42r.
STICSILT FENCE
49.7 (1a12I I L 48.
]'MINIMUA9
_ SILT FENCE-tr
4' WIRE FI N,�,E ALONG LINE ,SPIKE I v 1
N 60°02°40"W 1 125.00' U
LAND N/F
LAND N/F OF
OF MICHAEL de WENDY DOLAN 50' MIN.
ROBERT & DANE KATSIKAS DWELLINGS BUT SUFFICIEN
SEDIMENT ON SITE
W/PUBLIC WATER ELEV. 22.8
150' MIXED SAND. HAY BAIL AND/OR
OL LOAM U3 SILT FENCING
TYPICAL CLEAN OUT —0.5'
SLATE ORSTOPPER END SM SILTY SAND c' '
`
s
SUITABLE COVER OR PLUG ' z
—7'
PALE <.
BROWN
71 -30' OW
sP sFla"NoED'S ROADYE CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED
14.3' ,314" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A.
FILL TO 18" (Min.) ABOVE EXIS71NC GRADE FOR DRAINAGE.
FLOW
zoned r-40
NO WATER _ THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL
REVISED 11 -6- 18 AUG. 31, 2018 1T LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS
McDONALD GEOSCIENCE AND OR DATA OBTAINED FROM OTHERS,
AREA; 9,372.72 SQ.FT. or 0.22 ACRES
ELEVATION DATUM: AAVD88��
UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A WOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY
MAP NOT BEARING THE LAND SURVEYORS 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 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION
LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE.
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 ERECTION OF FENCE'S, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS
AND/OR SUBSURFACE STRUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY
SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SLIGO CONSTRUCTION;
MAP OF:
FI LED:
SITUATED AT: BAYVIEW
TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC
SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design
P.O. Box 153 Aquebogue, New York 11931
PHONE (631)298-1688 FAX (631) 298—'r+88
FILE # 1 125 SCALE: 1 =30DATE: OCT. 10, 2018 N.Y.S. I NO. 050882 maintaining the records of Robert J. Hennessy k Kea Y. Woychuk