HomeMy WebLinkAbout1000-113.-12-10.4BUILDING:
AREA
Proposed: 5,000 sq ft.
Existing Barn. 720 sq ft.
LOT COVERAGE:
LANDSCAPPED:
AREA
10.2 % actual / 30 % max
51.9 % actual / 35 % min
PARKING CALCULATIONS:
Repair Shop: 4 spaces per bay x 3 bays = 12 spaces
plus one space per employee x 4 employees = 4 spaces
Existing Storage' 720 sf @ I per 1000 sf = 0.7 spaces
TOTAL PARKING SPACES REQUIRED: 167 / 17 SPACES
TOTAL PARKING SPACES PROVIDED: 17 SPACES
including 2 handicapped parking spaces
TRUCK PARKING & LOADING:
LOADING BERTHS: I Provided / 1 Required
DRAINAGE CALCULATIONS:
Area x Rainfall x Runoff Factor
5000sf. x 2/12 x %0 =833cf.
Use:
2 - 10'-0" x 3'-8" Solid Dome @ 108.7 cf , = 217.4 cf.
2 - 10'-0" x 5'-0" Storm Drain Ring @ 342.1 cf, = 684.2 cf.
TOTAL 901,6 cf,
901.6 c.f, provided > 833 c,f. required
Pro osed Relocated Barn:
Area x Rainfall x Runoff Factor
720sf. x 2/12 x 1.0 =120cf.
Use:
1 - 10'-0" x 2'-0" Storm Drain R~ng @ 136,8 cf.
TOTAL
136.8 c.f, provided > 120 c.f. required
Pro osed As halt Drivewa ,
Area x Rainfall x Runoff Factor
4,200sf. x 2/12 x 1,0 =700c.f
= 136.8 cf.
= 136 8 cf
Use'
I - 10'-0" x 3'-8" Solid Dome @ 108,7 cf. = 108.7 cf.
1 - 10'-0" x 4'-0" Storm Drain Ring @ 273.7 cf = 273.7 cf.
I - 10'-0" x 5'-0" Storm Drain Ring @ 342.1 cf. = 342.1 cf.
TOTAL = 724 5 cf.
724.5 c.f. provided > 700 c f. required
Proposed Gravel Park[hq Area.
Ar~a x RamfaU x Runoff Factor
10,185 sr. x 2/12 x 0.3 = 509,2 c.f.
Use:
. 1 - 10'-0" x 3'-8" Solid Dome @ 108.7 cf. = 108,7 cf
2 - 10'-0" x 3'-0" Storm Drain Ring @ 205,3 cf, = 4~10,6 cf,
TOTAL = 519,3 cf
519.3 c.f. provided > 509,2 cf. required
SANITARY SYSTEM
HYDROLOGIC ZONE: IV - 300 gpd/Acre
ALLOWABLE FLOW: 300 gpd X 1 28 = 384 gpd
DESIGN FLOW:
1. Proposed Addition
(0.04 gpd/sf)
0.04 gpd X 5000 sf = 200 gpd
2. Existing Barn
(0 04 gpd/sf)
0.04 gpd X 720 sf = 28.8 gpd
2OO gpd
28.8 gpd
Total S~te Design Flow. 228.8 gpd
SANITARY SYSTEM REQUIREMENTS
Total design flow = 228.8 gpd
Septic Tank: 228.8 x 2 day = 457.6 gpd
Use 1 - Rectangular Septic Tank @ 1000 gal
Leaching Pools: Area required = 228.8 / 1 5 = 152.5 s~
Need 6.1 vertical fl of 8' dia or
3 - 8' dia.x 4' h. Leaching Pools TOI'~,~.
Plus 50% future expansion,
1 - 8' dla, x 6' h. Leaching Pool
,/
//--%
SUFFOLK COUNTY DEPARTMENT OF HE~TH SERVICES
APPROVED FOR CONSTRUCTION ONLY
ILS. REF. NO. C/~-~G - oh( , ,
This ~ppmv81 is smflt~ for ~e ~fl~eflon of the
dispo~l and water s~p~y faciii~es pursuant to A~I~ VB and
7 eT the Suffolk ~un~ S~ni~ ~e and is ~t 8fl ~pre~d
flor tmpied approval ~ discharge from or ~cupy
dr~cture(s) shown, THIS APPROVAL EXP RES ~O [2) YEARS
FRO~ T~ D~E 8ELOW, ~ ~
by Dept. of HeaJth ~elvices
Water tines_re_midst, be inspected by the '[
Suffo ~ Couniy D?Ct. of Hearth. Services.
r,, ~:¢~o-h~n ,,~ ~o rs nadvance,
to sc['ieo,dte, nspecbon($).
j ~
SITE PLAN
SCALE ~" = 20'- O"
NOTE CHANGE(S)
SITE DATA
SCTM #
1000 -113 - 12 -10.4
PROPERTY:
ADDRESS
205 County Road 48
Matt[tuck, N.Y., 11952
OWNER:
Thomas & Ellen Talbot
150 Hobart Road
Southold, N.Y., 11971
Tel # 516 - 765-5124
EXISTING:
ZONING
Limited Business (LB)
SITE:
AREA
1 28 Acres (56,029 sq ft )
SURVEYOR:
Peconic Surveyors, P.C
P.O. Box 909
Main Road
Southold, N.Y. 11971
License # LS 49618
Dated January 3, 1995
NOTES:
Elevations shown are based on National
Geodetic Vertical Datum of 1929,
Public water is not available within 500 ft
of property
The locations of wells and cesspools shown
hereon are fram field observations and or
data obtained from others.
MA
PLANNING BOARD
TOWN OF $OUffH_~OLD
Drawn By:
Checked By: t,~
Date:
Scale: I~l~.
Sheet Title:
SITE
PI. AN
I; - 11996
S~eet No:
LIST OF LAND OWNERS
KEY TAX MAP # OWNER
A. 113-12-9
B. 113-12-10.1
C. 113-12-10,2
D. 113-12-10.3
E. 113-12-10.4
F. 113-12-11
G. 113-12-12
H. 113-12-13
I. t13-14-8
J. 113-14-9
K, 113-14-10
L. 113-14-11
M. 113-7-19.23
N. 121-2-1
O. 121-2-2.1
P. 121-5-4.1
Q. 121-6-1
R. 113-t2-14
USE
BLANCH GEORGE
GARY J. DOBKIN & KENNETH GRIFFITH
ADAM ASSOCIATES
THOMAS TALBOT VACANT
THOMAS & ELLEN TALBOT PR)Jr=CT SIIE
FABRIZO GENTILE VACANT
DOMINICK PRINClPI VACANT
RICHARD PRINCIPI & ANOTHER
WILLIAM F. AMATO & WIFE
RANDAL SEINBERG & WIFE RESIDENCE
RANDAL SEINBERG & WIFE AGRICULTURE
SUFFOLK COUNTY
JAMES J. BISSETT III & IRENE R.
MIDDLE ROAD SHOPPING CENTER RETAIL
J.I.M.D. INC. VACANT
MICHAEL ADAMOWICZ & OTHERS
PHILP F. CARDINALE & SUSAN M.
MICHAEL CARAFTIS & WIFE
0o
KEY MAP
SCALE: 1" = 100' - 0"
NOTE CHANGE(S)
F
6' MIN PENETR~T~OH
IN A VIRGIN STRATA
OF SANO AN0 GRAVE
gallons par minute (measured at the outlet
(82)
to
~OiL.
TYPICAL .~ELL 'DETAIL
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
APPROVED FOR CONSTRUCTION ONLY
IYPE , /~ U~
This approual ~ granted f~ ~ co~ct~n ~ the sani~
disposal and water ~up~ facilib~ purs~nt ~ A~clm VB and
7 of the Suffolk County Sania~ ~e a~ ts n~ an ~Fessed
nor impii~ approval to discharEe from ar o~upy ~e
~ructure(s) shown. THIS AP~OVAL EXHRES ~0 (2) Y~RS
FROM THE DAlE BELOW, . ~
NOTE C ANG { )
by Dept. of HgaJth Services
WAter lines ._mJ_!~_t_be inspected by the
Suffolk County DeF,'L of Health Services.
Csii r~,,,~ ~- ' /_-+ houl~, ]iq advance,
to schedde inspection(s).
Checked By:
Date:
Sheet Title:
SITE
PLAN
& SITE
DETAILS
Sheet No: ~
2