HomeMy WebLinkAboutNEW BELGIUM BREWERY PROCESS WATER FACILITY PDP - 01-95 D E - CORRESPONDENCE -Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
PDP - Final Compliance
REQUEST FOR A PROCESS WATER TREATMENT FACILITY, CONSISTING OF A SERIES OF PONDS AND A SMALL BUILDING, FOR
THE PURPOSE OF TREATING WATER THAT HAS BEEN USED IN THE BREWING PROCESS. THERE WOULD BE CHEMICAL STORAGE
WITHIN THE PROPOSED BUILDING. THE SITE IS 42 ACRES IN SIZE DIVIDED BETWEEN TWO LOTS. THE TREATMENT FACILITY
WOULD BE ON LOT ONE. LOT TWO WOULD REMAIN UNDEVELOPED AT THIS TIME SUBJECT TO FUTURE PDP. THE SITE IS
LOCATED ON THE NORTH SIDE OF BUCKINGHAM STREET BETWEEN THE EXISTING BREWERY ON THE WEST AND LEMAY
AVENUE ON THE EAST. THE PARCEL IS BOUNDED BY THE CITY OF FORT COLLINS STREETS FACILITY ON THE NORTH. THE SITE
IS ZONED I, INDUSTRIAL.
Project Type:
Project Desc:
File ID: 01-95D/E Planner: Ted Shepard DMS Project Num: CP011192
ID Topic Issue Status Round Comment By Initial Date
1 test Resolved 1 Jenny Nuckols 05/30/2001
2 Chain link fences are not allowed - 3.8.11(B)
7-10-01 Is the chain link fence for screening purposes or security purposes?
3.8.11(B) does not allow for screening - please clarify.
Active 1 Jenny Nuckols 05/30/2001
3 Plant notes #4 - add to "valuation of materials" ""and installation"" Resolved 1 Jenny Nuckols 05/30/2001
4 Site plan - need to see building envelope, dimension, distance to property
lines 7-10-01 REPEAT COMMENT
Active 1 Jenny Nuckols 05/30/2001
5 land Use table notes 1 truck dock/parking space. I don't see that noted
anywhere on the plan - please clarify
Resolved 1 Jenny Nuckols 05/30/2001
6 General notes #5 - refers to building and pole mounted lighting but I don't see
any lights referenced on the site plan or elevation - please review
7-10-01 REPEAT COMMENT
Active 1 Jenny Nuckols 05/30/2001
7 ACCESS
A fire lane will be required. Submit a plan for review/approval prior to start of
construction.
Active 1 Ron Gonzales 06/05/2001
8 WATER SUPPLY
A fire hydrant is required w/in 300 ft of the building. Thereafter, they are
located on 600 ft. centers down the street and/or fire lane.
Active 1 Ron Gonzales 06/05/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
9 Haz. Mat. Disclosure
Submit a HMIA to disclose locations, types and quantities of hazardous
materials.
Resolved 1 Ron Gonzales 06/05/2001
10 HAZ.MAT. DISCLOSURE
An HMIA shall be submitted to disclose types/quantities/locations of
haz.mats.
The ammonia discharge system shall be expanded as needed. Plans shall
be submitted prior to making changes to existing system.
Resolved 1 Ron Gonzales 06/05/2001
11 FIRE SPRINKLERS
Sprinklers required for expansion fire protection.
Also required in H-7 Occupancy.
Active 1 Ron Gonzales 06/05/2001
12 HAZMAT
Enough hazmat (corrosives) to warrant H-7 Occupancy. All UFC Art. 80
systems required for use and storage of corrosives.
Active 1 Ron Gonzales 06/05/2001
13 KNOX BOX REQUIRED Active 1 Ron Gonzales 06/05/2001
14 Chain link fence separation
Maintain a 10 foot minimum separation between proposed chain link fence
and existing 24-inch sanitary sewer trunk.
Resolved 1 Jeff Hill 06/12/2001
15 Provide a 30 foot wide minimum utility easement for the existing 24-inch
sanitary sewer trunk.
Resolved 1 Jeff Hill 06/12/2001
16 Will proposed process plant need a domestic water service? Resolved 1 Jeff Hill 06/12/2001
17 Match the invert of the proposed sanitary sewer service to the crown of the
existing sanitary sewer trunk.
Resolved 1 Jeff Hill 06/12/2001
18 Plat issues:
Please dedicate on the plat all necessary drainage
easements for the proposed detention/water quality ponds on the property.
Please call out BFE and floodplain name on the plat. Show floodplain
limits if applicable.
Resolved 1 Basil Hamdan 06/12/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
19 Grading issues:
The grading plan does not match up with the drainage plan.
It seems that there are basin divides that are not indicated
by the drainage plan.
Call out spillway location and elevations on the grading plan.
The grading plan is missing some of the existing grading on sheet 4.
The slopes should be called out at several locations rather than the
generic indication of "slope varies".
Resolved 1 Basil Hamdan 06/12/2001
20 Drainage issues:
The drainage plan should show flow arrows indicating the general direction of
flows.
A legend should be added to the drainage plan.
Please provide a drainage as well as a pond summary table on the drainage
plan.
The grading is such that there is nothing to prevent flows from the proposed
wastewater
treatment facility from flowing off-site undetained. Please correct.
Basin lines do not follow shown grading. Basin lines do not close.
It seems that more drainage sub-basins should be delineated to reflect the
proposed grading.
There are concentrated flows from the West that are being directed toward
Buckingham Street; how will these flows be handled ?
Resolved 1 Basil Hamdan 06/12/2001
21 Erosion Control issues:
All disturbed areas should be seeded and mulched.
Call out sediment trap at the water quality pond outlet.
Make sure silt fence is tied in continuously around the site.
Please make sure that construction schedule BMP's match
those shown on the plan.
Provided efficiency calcs do not reflect BMP's shown on the plan.
Please provide a security deposit cost estimate calculation in
the report.
Resolved 1 Basil Hamdan 06/12/2001
22 Utility plan issues:
Please clarify on the utility plan what lines are existing and which one(s) is
proposed.
It seems that not all existing storm lines are shown as existing according to
plan key.
Please call out class of proposed storm sewer.
Resolved 1 Basil Hamdan 06/12/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
23 Detail sheet issues:
The provided detail for the detention/water quality outlet pond is generic.
Please provide all actual inverts and proposed water surface elevations
on the detail sheet in a form that can be built by the contractor.
Please show proposed water quality detail with proposed orifice sizing
as per calculation in the report on the shown detail.
Provide a spillway detail for the pond. The spillway should be protected
agianst rosion.
Please call out the pipe size on the trench drain detail.
Resolved 1 Basil Hamdan 06/12/2001
24 Outfall Issues:
The plan does not address where the flows leave once they are released
form the site.
There seems to be several locations where undetained runoff could leave the
site.
Please direct all developed flows to proposed water quality/detention pond.
There is no planned outfall shown for the releease from the pond. As
previously
mentioned at the ODP stage, the proposed pond would drain seemingly into
the
existing borrow ditch along Lemay.
The City and the County have agreed that no new developed dtrainage
should be
directed toward the Lincoln Stret ditch since it is caiusing flooding in existing
County
businesses. Please contact City and County staff to schedule a meeting to
discuss
outfall issue.
Resolved 1 Basil Hamdan 06/12/2001
25 Landscape Plan issues:
The propsed landscape plan does not address what will be done as far
as landscaping in the proposed detention/water quality pond.
The seeding of native non-irrigated grasses as shown on the Landscape
Plan should be reflected on the Erosion Control Plan.
Resolved 1 Basil Hamdan 06/12/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
26 Report Issues:
Please stamp report.
Why were the release rate of 0.2 cfs for mainor storm and 0.5 cfs for major
storm
mentioned in the report ? This site is in Dry Creek Basin mostly and does not
have these
release criteria.
Please provide more discussion in the report for the proposed outfall
and where would the site drain.
Resolved 1 Basil Hamdan 06/12/2001
27 -Need to make improvements to frontage on Buckingham, including
connection of sidewalk from its current termination at 1st street east to site
boundary. Improve sidewalk, parkway, bike lanes to Collector Street
standards.
Active 1 Mark Jackson 06/12/2001
29 Buckingham cross section shown in the TIS is incorrect. 4' Bike Lanes are
not satisfactory.
Active 1 Mark Jackson 06/12/2001
30 Has the City Forester reviewed the two tree to be removed?
Two Existing Plains Cottonwoods, one 24" and the other 36" are shown as
being removed. Has the City Forester look at these tree to determine if they
are consider significant under the Fort Collins Land Use Code? If these trees
are significant what mitigation or protection is being recommended under the
Tree Preservation Standards. 3.2.1(F)
Resolved 1 Doug Moore 06/12/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
31 Floodplain Issues:
1. In the drainage report, describe the site as being 500-year floodplain and
list the FEMA map panel #, map date, and 500-year flood elevation. Include
a copy of the FEMA map with the site location marked on the map.
2. Please describe the critical facility floodplain regulation that applies to this
site. Describe what you did to mitigate (i.e. fill to remove yourself from the
floodplain). Describe the elevation of the ponds and the structure where
chemical storage is located relative to the 500-year flood elevation.
3. On the drainage plan, please list the 500-year flood elevation.
4. Please submit a floodplain use permit with $25 permit fee. Include letter
from Stuart and Assoc. about the ponds. Include architectural elevations
showing floor elevations of the structure relative to the floodplain.
Resolved 1 Basil Hamdan 06/15/2001
32 Need to dedicate row for Buckingham with this plat. Needs to be adequate
row to accommodate a 58-foot flowline to flowline section. This will provide
for a parking lane on the south side of the street and for the center turn lane
that is needed as per the traffic study. The additional row needed for the for
the left turn lane will need to come from this property, since it is this property
that is requiring the left turn lane.
Resolved 1 Sheri Langenberger 06/20/2001
33 The row needed for the Lemay frontage will be looked at at the time that that
portion of land is developed. Hopefully at that time we will have a better idea
of what Lemay will look like adjacent to this property.
Resolved 1 Sheri Langenberger 06/20/2001
34 Improvements are needed on Buckingham to connect this site to the existing
improvements. Need to build the entire street section. Buckingham is a
collector and therefore is eligible for street oversizing reimbursement. The
developer is responsible for the costs for the local street portion. This
treatment facility is extends further south than what was discussed in prior
meetings. Not leaving a developable parcel between the south edge of the
plant and Buckingham therefore the adjacent street improvements need to be
done at this time.
Resolved 1 Sheri Langenberger 06/20/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
35 The rail spur is shown on the utility plans, but is not shown on the site plans.
If this is to be approved as a part of this project it needs to be shown on both
sets of plans. Agreements will need to be worked out with streets facility for
the rail spur before it can be approved on these plans.
Resolved 1 Sheri Langenberger 06/20/2001
36 Please use the current general notes (see attached - I can also email a copy
to you if you like) for all projects submitted under the new street standards.
Resolved 1 Sheri Langenberger 06/20/2001
37 Add notice to the plat regarding maintenance of private drives. (See attached
for copy)
The notice on the plat regarding maintenance of private drives needs to be
boxed out and made prominent.
Resolved 1 Sheri Langenberger 06/20/2001
38 Show the widths of the adjacent row. Provide easement for the ditch
relocation that is needed at the southwest corner.
Resolved 1 Sheri Langenberger 06/20/2001
39 Need to dedicate the 9-foot utility easement behind the row on Buckingham. Resolved 1 Sheri Langenberger 06/20/2001
40 Need to show the connection over to the existing site on the site plan that is
shown on the utility plans. Need to show all improvements that are to be
done with this project.
Resolved 1 Sheri Langenberger 06/20/2001
41 Need to show the improvements to the frontage of the property that are to be
done
Resolved 1 Sheri Langenberger 06/20/2001
42 What are the things (structures?) associated with the rail spur? Resolved 1 Sheri Langenberger 06/20/2001
43 What is to happen to the existing north fence where the rail spur will cross the
property lines?
Resolved 1 Sheri Langenberger 06/20/2001
44 It is not quite clear what is new and existing grading or structures. Resolved 1 Sheri Langenberger 06/20/2001
45 Need to show an easement on the plat for the detention pond and outlet. Resolved 1 Sheri Langenberger 06/20/2001
46 test Resolved 2 Ginger Dodge 07/05/2001
47 test Resolved 2 Ginger Dodge 07/05/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
48 Show all water and sewer lines on the landscape plans and provide required
landscape/utility separation distances.
Resolved 2 Jeff Hill 07/11/2001
49 Provide on site and offsite utility easements for the proposed water mains
and fire hydrant.
Resolved 2 Jeff Hill 07/11/2001
50 Provide a flow monitoring/sampling manhole on the 6-inch sanitary sewer
service.
Resolved 2 Jeff Hill 07/11/2001
51 Provide a steel casing (including a detail) around 8-inch water main at the
future rail spur crossing. Maintain 15 feet separation between the center line
of the proposed rail spur and the water main.
Resolved 2 Jeff Hill 07/11/2001
52 Floodplain Comments:
Repeat Comments:
Include in the drainage report a copy of FEMA FIRM with the site location
marked on the map.
Need to show 500-year flood elevation for the site on the drainage plan.
Please describe the critical facility floodplain regulation that applies to this
site. See suggested wording on P. 6 of the Drainage report.
Previous floodplain comment #4 has not been addressed.
New comments:
P.2. of the Drainage Report - The 500-year elevation of 4952 for the site is
too low. To compute the 500-year elevation, do a straight-line interpolation
between the 500-year elevation at Third St. and the 500-year elevation at
LeMay Ave. You will need to interpolate an elevation for the western-most
pond and at the chemical storage building. See comment on Sheet 6.
The elevation of the chemical storage building is too low. The lowest floor of
the building holding the chemical storage, not just the tanks, must be above
the 500-year elevation. See notes from April 5 meeting discussing this issue.
Resolved 2 Basil Hamdan 07/17/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
54 Erosion/Sediment Control Comments
Please delete the of completion of earthwork. portion of the note on the
plan regarding reseeding and mulching, and replace with of the beginning
of overlot grading.
Are there outlet pipes on the retention ponds? If so, they should be shown
and should have sediment trap filters. The ponds are indicated in the
calculations as being sediment traps, they need to be so designated on the
plan.
The plan shows a construction entrance outside the continuous silt fencing.
How are vehicles supposed to get into the site?
Resolved 2 Basil Hamdan 07/17/2001
55 No Issues- Resolved 2 Doug Moore 07/17/2001
56 Development agreement for Buckingham improvements
Have development agreement in place that guarantees improvements to
Buckingham, including connection to the existing sidewalk system, occur with
the next phase of development and no later than a date to be specified by
the City in conjunction with the developer. This is per our meeting with the
applicant on June 25th. Sheri Wamhoff and Ted Shepard also were in
attendance.
Is it appropriate to have a note on the site plan referring to this agreement?
Active 2 Mark Jackson 07/17/2001
57 Retention Pond:
Please provide 1-foot freeboard for both retention ponds.
Please show that the two proposed retention ponds will perc, based on soil
conditions.
Resolved 2 Wes Lamarque 07/18/2001
58 Refer to comments by Ron Gonzales posted 6-5-01 Active 2 Michael Chavez 07/18/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
59 You are showing a future pan on the utility plans, This is not shown on the
site plan, no easement is shown for this. Need to indicate phasing if this is
not to be done now. When is it to be done - or take it off of this plan. Is the
pipe that this swale ties into existing or new? It is not labeled. If it is new and
goes across the ditch the ditch co needs to sign the plans showing their
approval of the crossing.
Resolved 2 Sheri Langenberger 07/19/2001
60 Need to show the new row line on the site and landscape plans
What is shown is not correct, per the plat the north half of the row will be 38
feet not 30 feet.
Active 2 Sheri Langenberger 07/19/2001
61 Make sure that the rail spur is label potential future or clearly indicated that it
is not being approved by these plans.
Resolved 2 Sheri Langenberger 07/19/2001
62 Do not provide a jog in the row or the easement lines. They should run
parallel to the flowline.
Resolved 2 Sheri Langenberger 07/19/2001
63 When the parking lane is removed the bike lane needs to be 8 feet in width
where adjacent to the curb.
Resolved 2 Sheri Langenberger 07/19/2001
64 Is the south side of the road a curb or is it just a pavement edge. If it is a
curb the 50-ft flowline to flowline section needs to be measure from the face
of the curb and the row adjusted appropriately.
Resolved 2 Sheri Langenberger 07/19/2001
65 Lemay Ave is shown as Vine Drive on a few sheets. Resolved 2 Sheri Langenberger 07/19/2001
66 The ditch easement on the plat is this part of the easement that was
dedicated at reception # 9502257? Is this new? If it is new the ditch co will
need to sign the plat accepting the easement. As shown the ditch co will
need to sign the plat. Provide a signature block for there acceptance of the
easement.
Active 2 Sheri Langenberger 07/19/2001
67 Plat:
Please call out BFE and floodplain name on the plat. Show floodplain
limits if applicable.
It may be advantageous to dedicate easement for drainage pan that is
planned for the brewery building expansion on the plat now.
Resolved 2 Basil Hamdan 07/23/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
68 Spillway:
Even though this is a retention pond now, a spillway location and design
should still be provided.
Resolved 2 Basil Hamdan 07/23/2001
69 Utility Plan:
Please clarify what type of pipe will be used from the trench
drain to the retention pond. The utility plan shows a PVC
pipe while the detail calls for an RCP pipe.
Resolved 2 Basil Hamdan 07/24/2001
70 Water Quality:
Please address in the plan and report how water quality requirements
will be met on this site now that retention is being proposed.
Please provide landscaping within the ponds that will provide for
water quality and will be tolerant of wet conditions.
Resolved 2 Basil Hamdan 07/24/2001
71 Use a 15:1 transition on buckingham for the transition to a left turn lane. (180
ft)
Resolved 2 Sheri Langenberger 07/24/2001
72 Above comments don't appear to have been resolved. If Planning has ok'd
these items, please let me know, otherwise the above still need to be
addressed.
Active 2 Jenny Nuckols 08/02/2001
73 See the plat - an additional foot of row is needed for a total of 22' Active 2 Sheri Langenberger 08/06/2001
74 comments on the prelliminary layout design - The 50 foot flow line needs to
be measured from the current south flowline.
The road section at the future access drive needs to include a 12 foot center
turn lane. Shown, but not labeled correctly.
The row cross section at this point is 82 feet not 81 feet. The flowline section
is 6 feet wider than the standard section for a minor collector.
The cross section label below the scale is incorrect. The section here would
be the standard section.
Active 2 Sheri Langenberger 08/06/2001
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Project: NEW BELGIUM BREWERY - PROCESS WATER FACILITY, PDP and FINAL COMPLIANCE #1-95D AND 1-95E
ID Topic Issue Status Round Comment By Initial Date
75 The retention pond along Buckingham should be called out on the
landscape plan and a wetland seed should be specified for that pond
as was done for the north retention pond.
As a reminder, the applicant will need to submit a floodplain use permit
prior to issuance.
All other comments by Stormwater were addressed. We are ready
ready to accept utility plan mylars. Please provide two additional signed
and stamped copies of the drainage and erosion control report along with
the mylars for approval.
Active 2 Basil Hamdan 08/07/2001
76 Repeat previous comment (7/17) re: developer agreement about Buckingham
improvements
Active 2 Mark Jackson 08/07/2001
77 Water mains may not be located in the bottom of drainage swales. Resolved 2 Jeff Hill 08/08/2001
78 Provide all information necessary for the steel casing on the proposed water
main at the rail spur crossing (I.e. Diameter, wall thickness, etc.).
Resolved 2 Jeff Hill 08/08/2001
79 Include the steel casing detail with the next submittal. if required, include the
typical water service and meter pit details.
Resolved 2 Jeff Hill 08/08/2001
80 Provide sufficient room in the proposed drive for the future water main
extension.
Resolved 2 Jeff Hill 08/08/2001
81 Provide lowering detail for 6-inch process water, 4-inch gas and 3-inch return
water lines at the fire hydrant lateral crossing, or provide alternate location for
fire hydrant.
Active 2 Jeff Hill 08/15/2001
82 No new comments Please refer to comments made on 6/5/01 by Ron
Gonzales. (#1-95E NBB - Final Compliance)
Active 2 Michael Chavez 08/23/2001
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