SS9602-CS040323 T H E ¢= I T Y O F~
COppEEL
March 23, 2004
B. Randy Brooks, P.E.
Manager, Wastewater Service Planning
Trinity River Authority of Texas
PO Box 240
Arlington TX 76004-0240
RE:/ Elm Fork Relief Interceptor, Segment EF-G
,% (SS 96-02) Construction Plan Review Commen,~
Dear M~ ....... J
The City of Coppell has reviewed the referenced plans and has the following comments to offer:
1. The existing 8" waterline crossing at Sta. 48+95 should be verified. I have included a copy
of the as-built plans for your use.
2. The proposed meter station shows the existing 33" and the proposed 48" draining into a
single 18" line. Is this 18" capable of conveying the current peak flow?
Please keep the City of Coppell apprised of the construction schedule. The construction should
comply with all City, state and federal storm water pollution prevention requirements. Please feel
free to call with any questions or comments.
Sincerely,
Keith R. Marvin, P.E.
Civil Engineer
Office Phone: (972) 304-7044
Fax: (972) 304-3570