HomeMy WebLinkAbout1678 Ellington Road - WPCA Application, Approval Letter, Narrative SSW N Sf4
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SOR•co` AREA CODE 860/644-2511
July 19,2007
Ms.Karen Isherwood
Design Professionals,Inc.
P.O. Box 1167
South Windsor,CT 06074
Re: Webster Commons, 1678 & 1700 Ellington Road(Approval to Connect)
South Windsor,CT
Dear Ms. Isherwood:
The South Windsor Water Pollution Control Authority, at its regular meeting of July 17, 2007, approved the
application as presented for Webster Commons located at 1678 & 1700 Ellington Road, South Windsor, CT; for
connection to the Town sewerage system; as more specifically shown on plans entitled"Webster Commons, Site
Plan, 1678 & 1700 Ellington Road, South Windsor, CT" Prepared by Design Professionals, Inc., South
Windsor, CT: Sheet No.:4 of 9, Job No.:1345 "Topographic Plan", Dated: 2-20-07 with revision dates of:
4/12/07 and 3/29/07; also Sheet No.:6 of 9 "Details", Dated: 2/20/07 with revision dates of 7/12/07, 4/23/07,
4/18/07,4/12/07,and 3/29/07. This approval is subject to the following conditions:
1. MDC should provide a single water meter for the entire project for the purposes of determining a sewer use
charge;
2. Technical approval of the Town Engineering Department;and
3. Final Authority approval and acceptance of the sanitary sewerage connection will be given once the sewer
line has been installed and inspected by the Town staff, and based upon the written verification of the Town
staff that said sanitary sewer line was installed in substantial conformance with the design plans approved
by the Authority, and.meeting all Town regulations and appropriate technical specifications relating to
sanitary sewer construction.
This approval letter must be superimposed on the final approval plans.
Very truly yours,
Joseph J. Carino, Chairman
Water Pollution Control Authority
JC:ead
cc: Michael J. Gantick,Director of Public Works
Jeff Doolittle,Town Engineer
Marcia Banach, Director of Planning
Chris Dougan, Chief Building Inspector
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4UTH SOR WATER POLLUTION CONTROL AUTHORITY
JUL' 2 APPLICATION FORM
SO WINDsoa Application No.
PUBLIC WORKS DEPT Date Received
Date Scheduled For
a
Applicant Conn-eefid'ut lev Properties of South Windsor,LLC
Address 1678& 1700 Ellington Road, South Windsor,CT 06074 Telephone No. -
Owner of Record on Land Records Connecticut Valley Properties of South Windsor,LLC
Owner's Address 18-3 Arthur Drive, South Windsor,CT 06074
Property Description: 1678& 1700 Ellington Road
Assessor's Map#64 Parcel#48&49 Vol. Page
Project Title:Webster Commons
Inquiries to be Directed to: (name,address,telephone no.)Karen Isherwood,Design Professionals,Inc.
860-291-8755
Approvals Previously Received(Check) IWA X P&Z X ZBA X
Purpose of Application: (Check all that apply)
1. Sewer Extension/Connection—Residential Use
a. Subdivision
b. Single Unit
C. Other x Explain 10 residential units as a mixed-use
d. Type of Approval: Concept Final X
2. Sewer Extension/Connection—Industrial/Commercial User
a. New Connection X
b. Request to Increase Flow Rate
C. Change in Nature of Waste Discharge
d. Other x Explain existing clay connections to be abandoned
e. Type of Approval: Concept Final X
3. Appeal of Sewer User Charge
a. Residential
b. Industrial/Commercial
4. Sewer Assessment
a. Establish Sewer Assessment
b. Appeal of Sewer Assessment
C. Change in Use of Property
5. Regulatory Appeal ;Explain
6. Other Explain
Ap icant's Signature 'F--A, P4W6R'C a1RSo Date
Owner's Signature Date
(See Next Page for ArCpfication).Submittal Procedures)
P.O.BOX 1167
�. 425 SULLIVAN AVENUE
SOUTH WINDSOR,CT 06074
PHONE:860.291.8755
� s FAX:86nalsin .com
www.design professionalsi nc.com
CIVIL & TRAFFIC ENGINEERS / PLANNERS /SURVEYORS/ GIS ANALYSTS / LANDSCAPE ARCHITECTS
:
• July 6, 2007
Mr. Jeffrey Doolittle, P.E.
Town of South Windsor
1540 Sullivan Avenue
South Windsor, CT 06074
RE: Webster Commons DPI Proj. No. 1345
1678 & 1700 Ellington Road
South Windsor, Connecticut
Dear Jeff,
The following information documents the estimated sewage flows for the multiple
use buildings proposed within Webster Commons. The mix of uses includes 10
residential units providing a total of 12 bedrooms; 3992 sf of medical/office use,and
: 19,678 sf of retail/commercial use.
Calculations for the highest run of proposed 6"pvc private main include the following
flows and include a peaking value of 7:
6 BR(2 persons/BR)= 12 persons @ 75 gallons per capita: 900 gallons/day
&Prop-Retail (1st Floor)=4248 sf/2O0sf(x20 gal/day): 424.8 gpd
&medical/office use =3992 sf(x 0.2 g/sf): 798.4 gpd
Total=0.40 cfs
Propose: 1551f 6"pvc at slope 5=1.4%; avg. vel. =2.2 fps
The second run of 6"private main includes the flow calculated above together with the
following additional flow:
6 BR(2 personsBR)= 12 persons @ 75 gallons per capita: 900 gallons/day
: Retail/Comm. (1st floor)=4520sf/200sf(x20 gal/day): 452 gpd
• Total=0.06 cfs
Propose: 1661f 6"pvc at 5=1.25%; avg. vel. =2.4 fps
• The final run of 6"private main includes the flow calculated above together with the
following additional flow:
1200 sf(Ex. Retail/beauty salon; 200 gallons/chair; 4 chairs) =800 gpd
3210 sf Existing retail; 3210sf/200sf(x20 gallons)= 321 gpd
6500 sf Proposed retail; 6500/200 (x20) = 650 gpd
:
Total=0.085 cfs
Propose: 1451f 6"pvc at 5=1.0%; avg. vel.=2.5 fps
As designed,we expect the system to operate adequately,requiring no unusual
maintenance.
Sincerely,
DESIGN ROFESSIONALS, INC.
g
aren Is , P.E.
cc: Fred Shaw
Galen Semprebon, P.E.
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