HomeMy WebLinkAboutRUDOLPH FARMS INFRASTRUCTURE PROJECT - FDP220010 - DOCUMENT MARKUPS - ROUND 3 - OTHER WATER AND OR SANITATION DISTRICTS3201 East Mulberry, Unit Q – P.O. Box 1518 • Fort Collins, Colorado 80522
Phone (970) 498-0604 •Fax (970) 498-0701 •www.boxeldersanitation.org
October 4, 2022
Brandi Bethurem Harras
City of Fort Collins Planning
P.O. Box 580
Fort Collins, CO 80522-0580
RE: Title: PROSPECT & /I-25 FDP 220010
Owner: Pacific North Enterprises, LLC
Engineering/Survey: Northern Engineering
Engineer Contact:
Parcel Number(s): NE COR. OF E. PROSPECT RD. & 1-25 (8715000021,
8715000022, 8715000009, 8715300003, 8715300002, and 8715300004)
Boxelder Sanitation District (BSD) has reviewed the ODP Amendment identified as:
Rudolph Farms Utility Plans dated August 31, 2022
The District hereby advises as follows:
There is no objection to this proposal.
Responses required to comments below.
Comments:
1) See attached redline drawings.
2) Boxelder General Notes need to be added to sheets CS2 or CS3.
3) Due to depth of groundwater in the area is a permanent underdrain system being
planned?
4) Provide cutoff walls on sewers where permanent ground water is higher that the
sewer.
5) Sheet SS-1 - The proposed sewers will cross the City of Greeley’s 60-inch waterline
and the Like Canal and Timnath Reservoir Inlet Canal. The crossings will require
coordination and permits or agreements with Greeley and the ditch companies.
Applicant shall coordinate with agencies and pay for all costs associated with permits
and agreements. All permanent permits and agreement shall be in the name of
Boxelder Sanitation District.
a. Casing needs to be extended under City of Greeley Waterline.
b. Provide detailed information of design of casing pipes include methods
of construction (open cut, bore), casing material design, groundwater
removal, trench stability.
c. Adjust profile so that sewers are not so deep. Do not need 4.29 feet of
separation under the Greeley Waterline.
6) Sheet SS-2 – Provide casing pipe for sewer under triple culverts
7) Sheet SS-5 - The proposed sewers will cross the City of Greeley’s 60-inch waterline
and the Like Canal and Timnath Reservoir Inlet Canal. The crossings will require
coordination and permits or agreements with Greeley and the ditch companies.
Applicant shall coordinate with agencies and pay for all costs associated with permits
and agreements. All permanent permits and agreement shall be in the name of
Boxelder Sanitation District.
a. Casing needs to be extended under City of Greeley Waterline.
b. Provide casing pipe under five culvert crossing.
c. Provide detailed information of design of casing pipes include methods
of construction (open cut, bore), casing material design, groundwater
removal, trench stability.
d. Adjust profile so that sewers are not so deep. Do not need 3.94 feet of
separation under the Greeley Waterline.
8) Sheet SS-7 - The proposed sewers will the Like Canal. The crossings will require
coordination and permits or agreements with the ditch company. Applicant shall
coordinate and pay for all costs associated with permits and agreements. All
permanent permits and agreement shall be in the name of Boxelder Sanitation
District.
a. Provide detailed information of design of casing pipes include methods
of construction (open cut, bore), casing material design, groundwater
removal, trench stability.
We look forward to future reviews of the proposed development. Please feel free to contact
me if you have any questions.
Sincerely,
Brian Zick, P.E.
District Manager