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2304 N. 7 TH AVENUE | SUITE L | BOZEMAN, MT 59715 | (406) 587 -2781
Professional Consulting Engineers and Land Surveyors
Equal Opportunity Employer | www.hyaliteeng.com
ENGINEERING COMMENTS
General
1. Comment is noted and the SID waiver will be provided before site plan approval.
2. Comment is noted and is in the process of being addressed.
Transportation
1. BMC 38.400.060: No parking signs have been added to Boot Hill Court. See sheet C1.1.
2. BMC 38.400.060: Five additional feet of ROW will be provided along Boot Hill Court and
all the necessary documents will be provided prior to site plan approval.
3. BMC 28.400.070: a. The street light has been moved 10 feet from the adjacent water and
sewer mains and services.
b. The two street lights that were proposed along Boot Hill Court have been removed. The
only street light remaining in the design is located at the intersection of Boot Hill Court
and Simmental Way.
4. BMC 38.400.080.A: a. The curb and sidewalk have been extended to the existing Flooring
Place access ramp in the cul-de-sac.
b. The sidewalk has been extended to connect with the show room sidewalk.
5. BMC 38.400.100: The street vision triangles have been revised per comment.
6. BMC 38.540.020: Perimeter concrete curb has been added around the entire parking lot
and drive access.
Water & Wastewater
1. DSSP.V.A: The report has been signed and stamped by a professional engineer.
2. DSSP.V.B: The report has been signed and stamped by a professional engineer.
3. BMC 38.410.070: The water and sewer demand calculations have been revised with the
updated values from the DSSP.
4. The sewer line will be relocated to the north of the building. See the civil sheets for the
location of the updated sewer line.
5. DSSP Section (V) (D) Alignment: The light pole has been moved to provide for 10 feet of
separation.
6. DSSP Section (V) (A) (6) Services: C1.4 has been updated to show type âKâ copper pipe
for the water service line.
Stormwater
1. Groundwater: The groundwater level in the stormwater report is correct with the depth
estimated to be approximately 4.5â.
2. DSSP Section II (B) Storm Drainage Plan: a. Spot elevations have been added to the ponds
and other drainage features.
b. Pond volume, side slope, top elevation, bottom elevation and the maximum water
surface elevations have been added to sheet C1.3.
3. DSSP Section II (C) Storage/Treatment Facilities: The ponds have been redesigned to
incorporate side slopes of 4:1.
4. BMC 38.410.080: Boot Hill Court drainage has been added to the design with a new
proposed retention pond (see sheet C1.3). This will capture all of the drainage from the
Boot Hill Court drainage area.
5. DSSP Section II (B) Storm Drainage Plan: a. All stormwater will be captured and retained
on site adding no demands to the surrounding system. This statement has been added to
the drainage report.
Re: 145 Simmental
Site Plan Application
October 29, 2021
Page 2 of 2
L:\213605\_Site Plan\Comment Response #2\0.0_ Response Items.docx
b. A figure has been included with the drainage report depicting the drainage areas.
c. 1. No CMP infiltration is proposed on this site and the statement has been removed from
the drainage report. 2. The description of these coefficients were added to the drainage
report. These coefficients are from the City of Bozeman Design Standards. 3. The areas for
the pre-development and post development parking area are the same and has been
corrected in the drainage report.
d. The source for the infiltration rates are from DEQ 8. The description has been added to
the storm drainage report and is updated in the storm calculations.
e. Updates to the drainage report shows how the design will meet all the requirements for
DSSP Section II.
f. All stormwater runoff from the project will be retained on-site. No downslope facilities
will be impacted.
g. Trench drains and callouts added to sheet C1.3. Also, see details 8 & 9 for trench drain
details.
Water Rights
1. BMC 38.410.130: Mr. Nielsen has been contacted and a response will be forwarded once
received. The email correspondence to date has been included.