HomeMy WebLinkAbout20162126.tiffSITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT # /AMOUNT # /$ CASE # ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number I G _ _ _ _ ( , -
(12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or www.co.weld.co.us)
Legal Description 1% k /U L) 2 j�,--S T14 i (o1
, Section' I Township ) AlNorth. Range (p i West
Zone District: A - 2 , Total Acreage: a . (01 , Flood Plain: Aio , Geological Hazard:
Airport Overlay District: AA,
FEE OWNER(S) OF THE PROPERTY:
Name: 11;i6t,v\ F I., 1G 4 (00v o r
Work Phone # aTt-(o-2c,- (( 4 Home Phone #
Address: 10`303 c,, to6
Address:
City/State/Zip Code O-49‘ ,1- k,,, , ‘-‘ i-4-e r / LI 8002
Email -2,;Il.1 Cry. conc,�-j�,'�..�'J1�,GJW�
Name:
Work Phone #
Address:
Address:
City/State/Zip Code
Home Phone # Email
Name:
Work Phone #
Address:
Home Phone # Email
Address:
City/State/Zip Code
APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent)
Name:
Work Phone # Home Phone # Email
Address:
Address:
City/State/Zip Code
PROPOSED USE:
T kmi-(ck Ux t L l� cpo) J- 4 td iv rvh wpm Cirri/lilt tore,/
(Ot^te) inetS oLA-- O( fic) (.�t•(t �N'�4/►�� C/I v_ qt( 4 &'e oL 1'4 ref -t
(e'er! c.)L I Lora, ,,At` Lf1-7.V r ercot-xt t Lice / `-Joco,,st
I (We) hereby depose and state under penalties of perjury that all statements, proposals. and/or plans submitted
with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all
fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all
fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be
included indicating that the signatory has to legal authority to sign for the corporation.
-7�
ure: i'' n- or Authorized Agent
Signature: Owner or Authorized Agent Date
Site Specific Development Plan and Use by Special Review
(USR) Questionnaire
1. Explain, in detail, the proposed use of the property. This property will
be used to run my architectural ironwork company, Enyart Forge and
Fabrication. We will provide our metal fabrication and blacksmithing
services to the community.
2. Explain how this use is consistent with the intent of the Weld County
Code, Chapter 22 of the Comprehensive Plan. This proposed use
conforms with the intent of the Weld County Code, Chapter 22 of the
comprehensive plan on several points:
• My metal fabrication can provide parts and repair to
farmers and residents of Weld County. This is helpful in
supporting the agricultural industry of the county.
• This proposed use will not obstruct any water use.
Brighton Ditch flows through the property, and while we
do propose to bridge the ditch, we are working with the
Brighton Ditch Company to be sure that their water flow is
not impeded and they have full access to the ditch.
• This proposed use be reflective of a high -quality rural
character, supporting an appearance that is characteristic
of Weld County.
• This proposed use would not hinder or affect surrounding
agricultural properties in any way.
• This proposed use will promote a quality environment
that is free of derelict vehicles, refuse, and litter.
• Nearby properties have been converted to similar uses,
therefore, it would not be unreasonable to assume that
this continued development be supported by the county.
3. Explain how the proposal is consistent with the intent of the Weld
County Code, Chapter 23 (Zoning and the zone district in which it is
located.
• This proposed use does not interfere with agricultural
operations, and in fact, can be beneficial to these uses by
providing metal fabrication services to the residents of
these areas.
4. What type of uses surround the site (Explain how the proposed use is
consistent and compatible with surrounding land uses)
• The immediately surrounding properties are for
agricultural and residential use, while properties in the
nearby town of Wattenburg have varied uses, some of
which are light industrial.
5. Describe, in detail, the following:
a. Number of people who will use the site. 10-12 people will use this
site on a consistent basis.
b. Number of employees proposed to be employed at this site. The
building is designed to house 10 employees.
c. Hours of operation. Our current hours are 7 a.m. to 7 p.m.
d. Type and number of structures to be erected on this site. One
5,000 s.f. steel bulding. Should the business need to expand, the
building has been designed for a 3,000 s.f. expansion. This
expansion has been considered in the civil engineering
calculations for storm water drainage.
e. Type and number of animals to be on this site. No Livestock will
be kept on this site.
f. Kind of vehicles (Type, Size, Weight) that will access this site and
how often. This site will be predominately accessed by passenger
vehicles (cars and pickup trucks weighing less than 10,000 lbs),
but we will occasionally have delivery trucks on the property
that will weigh in at as much as 75,000 lbs. There will be no
more than 30 round trips per day.
g. Who will provide fire protection to this site. Brighton Fire
District.
h. Water source on property (both domestic and irrigation)
Domestic water will be provided by a 2000 gallon cistern. Any
irrigation will be provided existing well (permit 294251)
i. Sewage disposal system on property See Waste Disposal Plan in
Dropbox file.
j. If storage or warehousing is proposed, what type of items will be
stored. Beyond materials needed for daily operations, no
additional items will be stored in this building.
6. Explain the proposed landscaping for the site. The landscaping shall be
separately submitted as a landscape plan map as part of the application
submittal. This site will not have any landscaping.
7. Explain any proposed reclamation procedures when termination of the
Use by Special Review activity occurs. This land will not require any
reclamation techniques as it will not be sufficiently disturbed to
warrant such action.
8. Explain how storm water drainage will be handled at the site. See
Drainage Report in Dropbox file.
9. Explain how long it will take to construct the site and when
construction and landscaping is scheduled to begin. Construction will
take approximately 8 weeks, and will begin as soon as permits are in
place.
10. Explain where storage and/or stockpile of wastes will occur at the site.
See Waste Management Plan in Dropbox folder
11. Please list all proposed on -site and off -site improvements associated
with the use (example: landscaping, fencing, drainage, turn lanes, etc.)
and a timeline of when you will have each one of the improvements
completed
a. Additional access point and bridge over Brighton Ditch to be
constructed. Three weeks after permits are released.
b. Building to be erected and storage screening to be installed Six
weeks after permits are released
c. Recycled asphalt driveway to be constructed 8 weeks after
permits are released.
Waste Management Plan USR-pre15-0189
No wastes are expected to be generated on site. No chemicals will be stored on site. The
site is for metal fabrication.
No vehicles or equipment will be washed on site.
Regarding a motor vehicle oil leak, standard operating procedures are to dig up the
contaminated soil and ship it to an appropriate waste management facility. Once this
has been completed we will test the remaining soil to be sure it is clear of all
contaminates. Once that is completed, we will back fill the previously contaminated
area.
Alles Taylor & Duke, LLC
3610 35th Avenue, Unit 6
Evans, CO 80620
970 330-0308
December 30, 2015
Subject: Wonder Dog Properties, LLC
1790 WCR 23
Ft Lupton, CO 80621
Parcel # 146925200023
Mr. Wayne Howard
We were contacted by Billy Enyart to examine his site and determine if the site meet any of the exceptions from
Detention Ponds for the subject site. The Imperviousness values have been calculated for the proposed site
conditions, I = 25%, please see the calculations on the Stormwater calculations drawing. The Hydrologic soil
type used is a Type "B", Hydrologic soil types "A" & "B" exist on the site, please see the attached Web Soil
Survey. Rainfall curves were create for the site using the method outlined in the Urban Storm Drainage Criteria
Manual (USDCM) Volume 1, Chapter RA, and with the spreadsheet provided in the Urban Drainage Web page,
please see the attached spread sheet. From RECX 14-0046 the parcel size is +1- 2.52 AC. Using the above
information and the USDCM volume 1, Chapter RO, The 1 hour 100 year runoff value for the site was
calculated with a time of concentration (te) of 5 minutes, the 100 year stormwater runoff value is 3.05 CFS. Per
Section 23-12-30.F.A.10, stormwater detention is not required for the site as the 100 year, 1 hour stormwater
value is less than 10 CFS.
On November 13th, 2015, we performed a site inspection to determine site stormwater flow patterns and identify
any additional site constraints. In the said inspection, the Brighton Ditch was observed on the western side of
the parcel and the said ditch is elevated above the site 10 to 15 feet. The Brighton Ditch intercepts any
stormwater flows from the west onto the site. No off -site stormwater flows enter the site. The site grades is from
the west to the east-northeast at 1% to 1.5%. Stormwater leaves the site as sheet flow to the east-northeast along
the eastern side of the property.
No observable drainage problems exist on the site.
If you have any questions, please do not hesitate in calling me at my office,
(970) 330-0308, ext #1.
Mark A. Taylor
CO PE# 46065
2015-179
40° 1' 40- N
40° 1' 32" N
0
r7
3
°
512920
512920
512950
Hydrologic Soil Group —Weld County, Colorado, Southern Part
512980
512980
Map Scale: 1:1,300 if printed on A portrait (8.5" x 11") sheet
513010
513010
N Meters
°S 0 15 30 60 90
0 50 100 200 300
Map prujedion: Web Mercator Corner 000nialates: WGS84 Edge tics: UiM Zone 13N WGSB4
513040
513040
513070
513070
0
H
513100
3
40° 1'40' N
40° 1'32'N
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
11/12/2015
Page 1 of 4
Hydrologic Soil Group —Weld County, Colorado, Southern Part
MAP LEGEND MAP INFORMATION
Area or interest (A01)
Area of Interest (AO')
Soils
Soli Rating Polygons
n
A
ND
B
B/D
C
C/D
D
Not rated or not available
Soil Rating Lines
"r A
• s
• 0
A/D
B
B/D
C
CID
D
Not rated or not available
Soil Rating Points
❑
O
A
AID
B
B/D
❑ C The soil surveys that comprise your AOI wore mapped at 1:24,000.
❑ C/D
❑ D
❑ Not rated or not available
Water Features
Streams and Canals
Transportation
4-4- 3
Rails
Interstate Highways
US Routes
Major Roads
Local Roads
Background
Aerial Photography
Warning: Soil Map may not be valid at this scale.
Enlargement of maps beyond the scale of mapping can cause
misunderstanding of the detail of mapping and accuracy of soil line
placement. The maps do not show the small areas of contrasting
soils that could have been shown at a more detailed scale.
Please rely on the bar scale on each map sheet for map
measurements.
Source of Map: Natural Resources Conservation Service
Web Soil Survey URL: http://websollsurvey.nrcs.usda.gov
Coordinate System: Web Mercator (EPSG:3857)
Maps from the Web Soil Survey are based on the Web Mercator
projection, which preserves direction and shape but distorts
distance and area. A projection that preserves area, such as the
Albers equal-area conic projection, should be used if more accurate
calculations of distance or area are required.
This product is generated from the USDA-NRCS certified data as of
the version date(s) listed below.
Soil Survey Area: Weld County, Colorado, Southern Part
Survey Area Data: Version 14, Sep 22, 2015
Soil map units are labeled (as space allows) for map scales 1:50,000
or larger.
Date(s) aerial Images were photographed: Mar 16, 2012 —Apr 13,
2012
The orthophoto or other base map on which the soil lines ware
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor shifting
of map unit boundaries may be evident.
t!St1> Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/12/2015
Page 2 of 4
Hydrologic Soil Group —Weld County, Colorado, Southern Part
ydroD®gnc SofiD Gr ou
3
Hydrologic Soil Group— Summary by
Map Unit — Weld County,
Colorado, Southern Part (CO618)
Map unit symbol
Map unit name
Rating
Acres in AOI
Percent of AOl
1
Altvan loam, 0 to 1
percent slopes
B
5.0
67.8%
52
Otero sandy loam, 3 to 5
percent slopes
A
2.4
32.2%
Totals for Area of Interest
7.3
100.0%
Description
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long -duration storms.
The soils in the United States are assigned to four groups (A, B, C, and D) and
three dual classes (A/D, B/D, and C/D). The groups are defined as follows:
Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
<.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture. These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential) when
thoroughly wet. These consist chiefly of clays that have a high shrink -swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is
for drained areas and the second is for undrained areas. Only the soils that in their
natural condition are in group D are assigned to dual classes.
Rating Options
Aggregation Method: Dominant Condition
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
11/12/2015
Page 3 of 4
Hydrologic Soil Group —Weld County, Colorado, Southern Part
Component Percent Cutoff None Specified
Tie -break Rule: Higher
USDA Natural Resources Web Soil Survey
Conservation Service National Cooperative Soil Survey
11/12/2015
Page 4 of 4
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Property Report
Page 1 of 3
1861 _ its
GOB
i Y
Account Information
Weld County
Property Report
Account: R8940575
November 12, 2015
Account
Parcel
Space
Account
Type
Tax
Year
Tax
Area
Buildings
Actual
Value
Assessed
Value
R8940575
146925200023
Agricultural
2015
2502
1
22,658
6,580
Legal
PT NW4 25-1-67 LOT A REC EXEMPT RECX14-0046
Subdivision
Block
Lot
Land Economic Area
4203 BRIGHTON
Property Address
Property City
Zip
Section
Township
Range
1790 23 CR
WELD
25
01
67
6
Owner(s)
Account
Owner Name
Address
R8940575
WONDER DOG PROPERTIES
LLC
10803 W 100TH DR WESTMINSTER, CO
800217819
Document History
https://propertyreport.co.weld.co.us/?account=R8940575 11/12/2015
Property Report
Page 2 of 3
Reception
Rec Date
Type
Grantor
Grantee
FDee
Sale Date
p le
ce
4066176
12-04-2014
RE
RECX14-
0046
RECX14-
0046
0.00
12-04-2014
0
4146555
10-01-2015
WD
DO
RIGHT
CO
WONDER
DOG
PROPERTIES
LLC
20.00
09-29-2015
200,000
Building Information
Building 3
AccountNo
i
Building ID
Occupancy
R8940575
3
Utility Building
ID
Type
NBHD
Occupancy
Complete
Bedrooms
Baths
Rooms
3
Out
Building
4801
Ulity
Building
100
0
0
0
ID
ExteriorRoof
Cover
Interior
HVAC
Perimeter
Units
Unit
Make
3
ct
None
240
0
ID
Square
Ft
Condo
SF
Total
Basement
SF
Finished
Basement
SF
Garage
SF
Carport
SF
Balcony
SF
Porch
SF
3
2,700
0
0
0
0
0
0
0
Built As Details for Buildinu 3
ID
Built As
Square Ft
Year Built
Stories
Length
Width
3.00
Utility Building
2,700
1955
1
90
30
Additional Details for Building 3
https://propertyreport.co.weld.co.us/?account=R8940575
11/12/2015
Property Report
Page 3 of 3
ID
Detail Type
Description
Units
3
Add On
Fin Space in OutBldg-Avg
700
3
Add On
OB Insulation Average
2,700
t.
https://propertyreport.co.weld.co.us/?account=R8940575 11/12/2015
Depth -Duration -Frequency and Intensity -Duration -Frequency
Tables for Colorado Hydrologic Zones 1 through 4
Blue cells are inputs.
Project: WONDER DOG PROPERTIES, LLC
Where is the Watershed Located?
°Located within UDFCD Boundary
@Located outside of UDFCD Boundary
Hydrologic Zone (1, 2, 3, or 4) = 1 (see map)
Elevation at Center of Watershed = 4,960 ft
Watershed Area (Optional) = N/A sq. mi.
(Optional) Select a location within the UDFCD boundary:
1. Rainfall Depth -Duration -Frequency Table
If within the UDFCD Boundary, Enter the 1 -hour and 6 -hour rainfall depths from the USDCM Volume 1.
Otherwise, Enter the 6 -hour and 24 -hour rainfall depths from the NOAA Atlas 2 Volume III.
Return
Period
Rainfall Depth in Inches at Time Duration
5 -min
10 -min
15 -min
30 -min
1 -hr
2 -hr
3 -hr
-
6 -hr
24 -hr
2-yr
0.26
0.42
0.53
0.61
0.93
1.10
1.23
1.43
2.02
5-yr
0.38
0.61
0.77
0.89
1.36
1.58
1.74
2.00
2.70
10-yr
0.46
0.74
0.93
1.08
1.65
1.87
2.04
2.30
3.13
25-yr
0.57
0.90
1.14
1.31
2.00
2.28
2.49
2.82
3.90
50-yr
0.66
1.06
1.33
1.53
2.34
2.64
2.86
3.21
4.36
100-yr
0.75
1.20
1.51
1.74
2.66
2.99
3.24
3.63
5.00
500-yr
0.94
1.51
1.90
2.19
3.34
3.74
4.03
4.50
6.15
Note:
Refer to Figures 4-1 through 4-12 of USDCM Volume 1 for 1 -hr and 6 -hr rainfall depths.
Refer to NOM Atlas 2 Volume III isopluvial maps for 6 -hr and 24 -hr rainfall depths.
Rainfall depths for durations less than 1 -hr are calculated using Equation 4-4 in USDCM Volume 1.
2. Rainfall Intensity -Duration -Frequency Table
Return
Period
Rainfall Intensity in Inches Per Hour at Time Duration
5 -min
10 -min
15 -min
30 -min
1 -hr
2 -hr
3 -hr
6 -hr
24 -hr
2-yr
3.16
2.52"
2.11
1.46
0.93
0.58
0.43
0.25
0.09
5-yr
4.62
3.68
3.09
2.14
1.36
0.85
0.63
0.37
0.13
10-yr
5.58
4.45
3.73
2.58
1.65
1.02
0.76
0.45
0.15
25-yr
6.80
5.42
4.55
3.14
2.00
1.24
0.92
0.55
0.19
50-yr
7.94
6.33
5.31
3.67
2.34
1.45
1.08
0.64
0.22
100-yr
9.01
7.19
6.03
4.17
(.66 );
1.65
1.23
0.73
0.25
500-yr
11.34
9.04
7.59
5.24
2.08
1.54
0.91
0.31
3.34
Note: Intensity approximated using 1 -hr rainfall depths and Equation 4-3 in USDCM Volume 1.
Copy of UD-Rain_v1.01.xlsm, DDF & IDF Tables
12/30/2015, 2:33 PM
Depth -Duration -Frequency and Intensity -Duration -Frequency
Tables for Colorado Hydrologic Zones 1 through 4
9
Copy of UD-Rain_v1.01.xism, DDF & IDF Tables
12/30/2015, 2:33 PM
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From:
Sent:
To:
Subject:
Dear Billy,
Chris Gathman
Friday, March 11, 2016 5:56 AM
'Billy Enyart'
RE: Completeness Review Comments for USR application
I have forwarded your response to our Engineering and Environmental Health Departments. am out of the office today.
If you come by today you can drop it off to my attention (put the pre -app #: PRE15-0189) on the Certificate of
Conveyances. Or if you have a digital/scanned copy of the pre -app — you can e-mail it to me.
Regards,
Chris Gathman
Planner III
Weld County Department of Planning Services
1555 N. 17th Avenue, Greeley CO. 80631
Ph: (970)353-6100 ext. 3537
Fax: (970)304-6498
Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for
the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise
protected from disclosure. If you have received this communication in error, please immediately notify sender by return
e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the
contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited.
From: Billy Enyart [mailto:Billy@forgeandfabrication.com]
Sent: Thursday, March 10, 2016 12:51 PM
To: Chris Gathman <cgathman@co.weld.co.us>
Subject: Re: Completeness Review Comments for USR application
Importance: High
Chris,
Thanks for getting back to me with your review. Please see notes below:
Department of Planning Services items:
* There is no vicinity map on your site plan map. Please add a vicinity map to your site plan map
or submit separately (see Vicinity Map requirements attachment - note: you do not need to
indicate soils information on the vicinity map). The vicinity map is a separate document from the
1
site plan- It can be found in the dropbox folder
here: https://www.dropbox.com/sh/idjoqn0ju5p3ip9/AADlyp0nB-Qr8dwOAluC '1'S Da?d l-0
* You are showing trees on your site map. I recommend indicating the type of trees (and height)
on the site map. I will take care of this and re -submit the site plan to you.
* When I open up the Certificate of Conveyances attachment - it only gives me the cover sheet.
The deeds listed on the Certificate of Conveyances need to be attached. I recommend following
up with the Title Company on this. I have received the full certificate of conveyances at this
point, and have a hard copy for you. When would be a good time to drop this by?
If you have any questions on these items - you can contact me (Chris Gathman - contact info.
below).
Department of Environmental Health:
No information regarding septic please look at pre -app minutes. Lauren looked at your waste
treatment information and indicated that this still not address her septic comments. (I have
attached the pre -application meeting minutes) For some reason I assumed that I was applying for
a septic permit through by submitting my drawings (I also did this by submitting all of my
building application documents to you). I will be applying for a septic permit which, when
obtained, should address the comments from our pre -application meeting minutes.
If you have any questions you can contact Lauren Light at llight@weldgov.com or 970-304-6420
ext. 2211
Weld County Engineering:
Engineering is not requiring any additional items with the application - however they did have
the following comment after reviewing the traffic information: Questionnaire did increase traffic
which will require high degree of tracking control. I can put a cattle guard in for tracking control.
This will also be shown on the revised site plan.
If you have any questions regarding the engineering comments you can contact Wayne Howard
at whoward@weldgov.com or 970-353-6100 ext. 3540 (ask for Wayne Howard).
Note: you attached a lot of building permit attachments with this application. The building
permit process is completely separate from the USR application process. We are not reviewing
building permit items for completeness. If you intend to submit a building permit application -
you need to submit it separately to our building department. Sony for the confusion here- I'll
submit this to the correct department.
Thanks again for your help!
Billy Enyart
Enyart Forge and Fabrication
4747 National Western Drive
Denver, Co 80216
(303) 506-0058
www.forgeandfabrication.com
On Mar 9, 2016, at 7:01 PM, Chris Gathman <cgathman@co.weld.co.us> wrote:
Dear Billy,
The Planning, Environmental Health, Public Works and Engineering Departments have reviewed
your application. The following items are needed:
Department of Planning Services items:
* There is no vicinity map on your site plan map. Please add a vicinity map to your site plan map
or submit separately (see Vicinity Map requirements attachment - note: you do not need to
indicate soils information on the vicinity map).
* You are showing trees on your site map. I recommend indicating the type of trees (and height)
on the site map.
* When I open up the Certificate of Conveyances attachment - it only gives me the cover sheet.
The deeds listed on the Certificate of Conveyances need to be attached. I recommend following
up with the Title Company on this.
If you have any questions on these items - you can contact me (Chris Gathman - contact info.
below).
Department of Environmental Health:
No information regarding septic please look at pre -app minutes. Lauren looked at your waste
treatment information and indicated that this still not address her septic comments. (I have
attached the pre -application meeting minutes)
If you have any questions you can contact Lauren Light at llight@weld2ov.com or 970-304-6420
ext. 2211
Weld County Engineering:
Engineering is not requiring any additional items with the application - however they did have
the following comment after reviewing the traffic information: Questionnaire did increase traffic
which will require high degree of tracking control.
If you have any questions regarding the engineering comments you can contact Wayne Howard
at whoward@weldgov.com or 970-353-6100 ext. 3540 (ask for Wayne Howard).
Note: you attached a lot of building permit attachments with this application. The building
permit process is completely separate from the USR application process. We are not reviewing
building permit items for completeness. If you intend to submit a building permit application -
you need to submit it separately to our building department.
FYI: I am out of the office at training this Thursday (3/10) and Friday (3/11). Time permitting I
3
will check e -mails 1st th i n g in the morning.
Regards,
Chris Gathman
Planner III
Weld County Department of Planning Services
1555 N. 17th Avenue, Greeley CO. 80631
Ph: (970)353-6100 ext. 3537
Fax: (970)304-6498
Confidentiality Notice: This electronic transmission and any attached documents or other
writings are intended only for the person or entity to which it is addressed and may contain
information that is privileged, confidential or otherwise protected from disclosure. If you have
received this communication in error, please immediately notify sender by return e-mail and
destroy the communication. Any disclosure, copying, distribution or the taking of any action
concerning the contents of this communication or any attachments by anyone other than the
named recipient is strictly prohibited.
<PRE15-0189 Do Right Inc.doc><Vicinity Map requirements.pdf>
4
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