HomeMy WebLinkAbout2600 Tamarack Avenue 4
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�U 1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
June 14,2007 sox•co�' AREA CODE 860/644-2511
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Ms.Haley Busch
Fuss&O'Neill,Inc.
146 Hartford Road
Manchester,CT 06040
Re: ECHN II
Buckland Road., South Windsor,CT
Dear Ms.Busch:
The South Windsor Water Pollution Control Authority, at its regular meeting of June 5, 2007, approved the.
application as presented for a connection to the Town's sewerage system for two proposed commercial
buildings as more specifically shown on plans entitled "ECHN 2 at Evergreen Walk,Buckland Road,
South Windsor, CT; Final Development Plan"; Developed by Casle Corporation, Avon, CT; Project
No.: 00-481 S20, Sheet No.: CU.1.1 and CU.1.2"Utility Plan—Phase 1", Dated 04-09-07 with revision
date of 05-09-07, and Sheet No.: CU1.3 "Utility Plan 2", Dated 04-09-07 with revision date of 05-09-
07; and subject to the following conditions:
1. Technical approval of the Town of South Windsor Engineering Department;
2. 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
4
A
REC�ElNEO TOWN OF SOUTH WINDSOR
MAY P. - 2007 TER POLLUTION CONTROL AUTHORITY
fo WWXWR
PT APPLICATION FORM
a
` Application No.
Date Received
Date Scheduled For
Applicant_ Casle Corp.
Address 200 Fisher Dr. , Avon, CT 06001 Telephone 860-647-9000
Owner of Record on Land Records_ Evergreen Walk, LLC
Owners Address 1109 Rose La._, Virginia Beach, VA 23451
Property Description: Unit 11 at 151 Buckland Road
Assessor's Map# 27 Parcel# 15 Vol. 1555 Page 1
Project Title: ECHN II
Inquiries to be directed to: (Name,Address,Phone) Haley Busch, Fuss & 0'Neill, Inc.
146 Hartford Rd. , Manchester, CT 06040 860-646-2469, Est': 5508
Approvals Previously Received: (Check)IWA X - P &Z P ZBA
Purpose of Application: (Check all.that apply)
1. Sewer Extension/Connection-Residential Use
a. Subdivision
b. Single Unit
C. Other Explain
d. Type of Approval: Concept Final
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 - Explain
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
- APP � S a �. �- D to
e 's a Date
(See Reverse side for Application Submittal Procedures)
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11
PRELIMINARY PRESSURE SEWER—PIPE SIZING AND BRANCH ANALYSIS ECHN li, Fuss&O'Neill
Date: May-11-07 ECHN II
Prepared By:
Fuss&O'Neill, Inc Connor Alexander
Zone NumberCYfCores Accumulated �wamuumNumber Maximum Pipe Maximum Length Fridian Friction Accumulated Maxmum Minimum Static TotalNumber Connected Total Of Cones imltaneous Flow in Size Velodty Of Main Loss Factor Loss Friction Loss Main PumpHead Dynamic
This Zone This Zane petations GPM (Inch) (FPS) This Zone (FT1100 FT) This Zone (Feet) Elevatton Elevation (Feet) Head(Ft)
Pipe diameters used for: SDR 9 PE Pipe(US) Power. 24D Volt 60 Hz --
Standard Operation Constant for inside roughness of"C" = 150
2 2 _ 2 22 1.50 4.11 . 220 4.50 9.90 9.90 128 �22 6 15.90
All 4 Cores Running-
4 — -. .
1.Q0 4 ___ 4 44 1.50 8.23 220 ^16.24 35.74 35.74 128 122 - 6 41.74
a—�
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Page 2 of 3 Note:This analysis valid only with the use of E One positive displacement pumps.
LP;3 2000--Ver 1.0
PRELIMINARY PRESSURE SEWER—PIPE SIZING AND BRANCH ANALYSIS ECHN II,Fuss&O'Neill
Date: May-11-07 ECHN II • Prepared By:
Fuss&O'Neill,Inc Connor Alexander
Zone Accumulated Existing Gal Per Length Capacity Average Average Average Accumulated
Number Total Of Cares Pipe 1.00 Lineal Of OF Daily Fluid Changes Retention Retention
This Zone Size Feet Zone Zone Flow Per Day Time(Hr) Time(Hr}
Pipe diameters used for: SDR 9 PE Pipe(US) Gallons/Day/Core =6600
Standard —
1.00 2 1.50 8.91 220.00 19.61 13200,00 673.25 0.04 0.04
Ali 4—Cores -
1.00 4 1.50. 8.91 220.00 19.61 26400.00 1346.49 0.02 0.02
- a
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— — C
_. C
r
— r
71
Page 3 of 3 Note:This analysis valid only with the use of EjOne positive displacement pumps. LPS 2000--Ver 1.0
190
80
180
75 CONSULT FAC—ORY 170
FOR INTERMITTENT
USE ABOVE 60 psi
70 OR 138 FEET TDH 160
65 150
60 LOW PRESSURE SYSTEM DESIGN PRESSURE 140
55 130
120
50
110
Ld
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V)
Lu o 40 90 0
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-20 -50
-25 -60
I I I I I I I I I I
0 2 4 6 8 10 12 14 16 17
DISCHARGE (0), GPM
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