HomeMy WebLinkAboutSite Plan - Conservation (539) y1 $At
'ti° 2 a9�1
TOWN OF SOUTH WINDSOR FEB
INLAND WETLANDS AND WATER COURSE
APPLICATION
THIS APPLICATION SHALL BE RECEIVED BY THE
INLAND WETLANDS AGENCY ACTION INLAND WETLANDS AGENCY AT THE REGULAR-
LY SCHEDULED MEETING ON THE SECOND MON-
APPLICATION NO. ,94DAY OF THE MONTH AT THE TOWN HALL.
RECEIVED DATE THIS APPLICATION MUST BE FILED IN TRIPLICATE
AT THE OFFICE OF THE TOWN CLERK, TOWN OF
PUBLIC HEARING DATE SOUTH WINDSOR, AT LEAST TEN DAYS PRIOR TO
(if necessary) THE REGULAR MEETING DATE.
COMPLETED APPLICATION
PERMIT GRANTED DATE a/q/81 A SET OF PLANS MUST BE SUBMITTED TO THE
TOWN ENGINEER AT LEAST TEN DAYS PRIOR TO
PERMIT DENIED DATE THE REGULAR MEETING DATE.
PLEASE PRINT.
1. APPLICANT f4EKHAQ M. ffECf+EfTTETEL. NO. 203- lo'+—+ $S 17
ADDRESS 67 BLUE KI DLE Df,- �cCCITY & STATE S• IBIS I QDSO K CT
2. OWNERMKI-}E IMA�1►J,ZJMHA1J k JAC}� EL. NO. 203 - 64-1- - 219-
ADDRESS 118 OAKL&r JP RD. CITY & STATE S. w IQ D5og I CT
3. LOCATION OF PROPERTY �'�7 800r--�D RD. S• WWOSOK I GT
NAMES OF ADJACENT PROPERTY OWNERS
S. N. E . T. co-
P/F JUD500 FILES
W/F JAMES SULLI VA0 ET AL
N/F D606,�S JOW!&oO
C� STATE CLEARLY AND BRIEFLY
5. PURPOSES AND DESCRIPTION OF THE PROPOSED ACTIVITY,AND THE TIME ELEMENT INVOLVED:
LIQUOR STORE KET?dL, StZ?S AI ND OFFIGES
CONS'1 X0C,T7D Q f EPE�1J D OQ t Nr,�REcST 9&MS
ATTENTION: THE APPLICANT UNDERSTANDS THAT THIS APPLICATION IS TO BE CONSIDERED
COMPLETE ONLY WHEN ALL INFORMATION & DOCUMENTS REQUIRED BY THE
AGENCY HAVE BEEN SUBMITTED.
APPROVAL MAY ALSO BE NECESSARY FROM THE PLANNING AND ZONING COM-
MISSION.
A FIFTEEN DOLLAR ($15) APPLICATION FEE IS REQUIRED, AND IT MUST BE SUB-
MITTED TO THE AGENCY AT ITS REGULAR MEETING.
SIGNED: `
(�Rplicant) 'Toe
Z/
(Owner)
Revised 3/78
P
R. P. DIMMOCK ASSOCIATES
-- ------ -- - - -- -- _: CONSULTING ENGINEERS
P.O. BOX 240, MARLBOROUGH COMMON • MARLBOROUGH, CT 06447
PHONE (203) 295-9350
January 28 1981
All-en Weidie, Architect
90 South Street
Bolton, Connecticut
Re: Retail Stores
Buckland Road
South Windsor, Connecticut
Gentlemen:
The design for the storm system has been completed in accordance with
the desires of the Town Department of Public Works and in accordance with the
following computations.
fPaved area of site . . . . . . . . . . . . . . . . . . . . . . 0.9 acres
Grass area of site. . . . . . . . . . . . . . . . . . . . . . . .0.4 acres
t
Average licit =(0.9 x 0.9) +(0.4 x 0.25)
_ = 0.65
1.4
Tc = 10 minutes
Q (10 yr) 0.65 x 1.4 x 4.7 = 4.2 c.f.s.
Average inflow = 2. 1 c.f.s.
Storage volume = 9375 C.F.
Storage '-Ve = 9375/ 2. 1 = 1.24 firs.
.a
total. Tc = 1.24 firs + . 16 hrs = 1.4 hrs.
new i (1.0 yr) = 1 . 3 inches per. hour.
Q (10 yr with storage) = 0.65 x 1.4 x 1.3 = 1.. 18 c. f.s.
USE 8 " PIPE WT-TH ACTUAL SLOPE OF 0.50% , and 1IAXTMUhl
POSSIBLE HYDRAULIC SLOPE OF APPROXIMATELY .I Z.
(An 8" pipe has a capacity of 1.2 c.f.s. ,
with a hydraulic slope of 1.0 %. )
z-..
The computations do indicate that the storm system will perform
adequately . In fact, we calculate that the normal pre-development discharge
from this site would he in the range of 1.6 c.f.s. . Since the discharge after
development .is 1.2. c.f.s. , there is a decrease in the storm flow for the site
after development.
Enclosed is a mylar copy of my original design plan. If you have any
questions, please contact us.
Very truly yours,
R. P. Dimmock Associates
Richard P. Dimmock, P.E.
•h