HomeMy WebLinkAboutMinutes TAC 06-18-92 J VL C.L 7c vi•-K7r..
MINUTES FRO! COUNTY TECHNICAL COORDINATIoN NEETIM
June 18, 1992
Those in attendance:
Steve Cash, County Surveyors Office; Joe Hall, County Highway Dept. ; Paul Claire,
Schneider Engineering; Dave Sexton, Schneider Engineering; Drsel Cox, Sweet & Co. ; &
Richard Henderson, Schneider Engineering.
The following is a summary of the items discussed.
MILLBROOK
Surveyor:
. If not annexed, drains will be regulated.
. Surveyor's Office is trying to get all of Carmel Creek regulated.
• Outlets into Carmel Creek will need DNR approval, as well as the crossing.
. Drainage calculations will be forwarded.
. Wetland delineation is being performed.
. Petitioners are looking at pulling lots 64-72 back, so that they won't have to
relocate the ditch flowing from Iioladay Hills & Dales.
. Carmel Creek 100 year flood elevation is approximately 774.0. The 100 year for the
pond is 772.25.
Highway Comments:
. Need revised primary plat.
CLARIXE FARM SECTION 5 & 6
Surveyor:
. Note location of mound on Perez ground.
. Work on reducing swala length, especially behind lots 171-178.
. Debris/animal guard on open-ended inlets and lake outfalls is requested.
Highway Comments:
. Revise plans.
HAYHILL SECTION 1 (WATEASTONEI
Surveyor:
. The developer has not yet determined whether or not the drains will be regulated. The
Weteratone site has been annexed into Carmel. If a petition to regulate is made, then
the easements should be widened to 15' per half (30' total) to conform with IC 36-9-
27-33(c). This comment applies to the other sect-ions of Windpointe and etonewick as
well.
. Swales exceed the normal recommended length. Further investigation of soil types and
topography may reveal large sand and gravel deposits, which may mean that absorption
rates are high thus reducing the amount of runoff flowing through the swales.
. We recommend debris/animal guard for open-ended inlet on lot 22.
. Walk out will be 2' above the 100 year flood elevation.
. Erosion protection may be warranted in the 90' turn in swale in lot 15.
JVl_ CiL JL V1•-e J I!
Minutes from County Technical Coordination
Meeting June 18, 1992, Page Two
WINDPOINT SECTION 1 (WATEASTONE)
Surveyor:
. See first comment for Bayhill.
. Correct site for structure 106 continuation (page S-2) from 3-12 to 3-14.
• Contents made about debris/animal guards for open-ended inlets and lake outfails.
. Show 100 year for Cool Creek.
. Retention will be installed in Phase I.
STONEWICK SECTI0}N 1 (WATTERSTONE)
Surveyor:
. See first comment for Bayhill
. Open-ended inlet guard at lots 31, 33 & 46 is recommended.
. If regulated, plan showing drainage basins should be provided.
WILLIAMSON RUN PHASE I_
Surveyor:
. The County Surveyor requests that Carmel Creek be regulated to insure a positive flow
for upstream developments. This is annexed into Carmel, so the internal drains for
this site are not requested to be regulated.
. Developer will clean out any debris from creek that impedes flow.