HomeMy WebLinkAboutSite Certifications - 05/11/1995STEWART&NSSOCWES
Consulting Engineers and Surveyors
May 8, 1995
Mr. Basil Hamdan
Stormwater Utility
City of Fort Collins
P.O. Box 580
Fort Collins, CO 80522
Dear Basil:
I have surveyed the as -built elevations of the gutters and storm drain facilities at Glenmoor
P.U.D.. The as -built elevations are shown in red on the attached print of the Grading, Drainage
and Erosion Control Plan.
The drainage and erosion control facilities which have been installed are as follows:
1. The curb and gutter is installed.
2. The two 4 foot inlet catch basins are constructed.
3. The 15 inch and 18 inch RCP storm drain pipes have been installed, and the two
manholes on the pipeline are constructed.
4. The drain swales and ditches located south of Glenmoor Drive are graded, and
although the grading is rough, the swales will serve the purpose of carrying runoff flows.
Future fine grading and landscaping will be done on these channels.
5. A silt fence is installed along the south line of Glenmoor Drive.
6. A straw bale barrier has been placed in the drain channel south of Glenmoor Drive, but
the bales were not staked down.
The 2 foot wide concrete pans located between the buildings and north of Glenmoor Drive
have not been constructed. These pans and the swales in which they are located cannot be
constructed until the building foundations are installed and the grading in the narrow space
between the buildings in completed.
The gravel catch basin inlet filters are not installed, but shall be done as soon as the paving
is completed. At this time there is only roadbase installed, and runoff cannot get up into the
gutters. ,
James H. Stewart
and Associates, Inc. C- (� S
103 S. Meldrum Street
P.O. Box 429
Ft. Collins; CO 80522
303/482-9331 Ju
Fax 303/482-9382
May 8, 1995
Page 2
At this time there has been no grading done on the lots, but until the foundations are
constructed, this grading cannot be completed.
In its present condition, the site will not cause flooding of any adjoining properties, nor
will there be sediment eroded from the site.
Please call if you have any questions.
Sincerely,
�
Phillip I. Robinson, P.E. & L. S.
Vice President
rsc
enclosed