HomeMy WebLinkAbout20190474.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION
DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631
w w.weidgov_com * 970-400-6100 * FAX 970-304-6498
FOR PLANNING DEPARTMENT USE:
AMOUNT $ 2500
APPLICATION RECEIVED BY MH
DATE RECEIVED: 8/3/2018
CASE # ASSIGNED:
USR18-0082
PLANNER ASSIGNED: MH
Parcel Number*: 4\
Address of site:
Legal Description:
Zone District:
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Acreage: iP r <,.91Flood plain:
FEE OWNER(S) OF THE PROPERTY:
Name: ar." k A
Company:
Phone #:
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Section:
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CA 12 digit number on Tax I.D.
information, obtainable at
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Township:
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eoiogical Hazard: Yl Airport Overlay: Y
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Street Address: 2.1.14% [,12.. 16
City/State/Zip Code:
Name:
Email: kibottwti,5 E�L(h1�e 6�. LDtn
Company:
Phone #:
Street Address:
City/State/Zip Code:
Name:
Email:
Company:
Phone #:
Street Address:
City/State/Zip Code:
Email:
APPLICANT OR AUTHORIZED AGENT: (See below- Authorization must accompany all applications signed by Authorized Agents)
Name: to
Company:
Phone #: ,D L
Street Address: 22-11 Cirt15
bkoteribift rue'
City/State/Zip Code: griAketirt C0`0 + .
PROPOSED USE:DAC'i Lb, riftetiai kids koventrimviet
beav5 Vailitate5 (eV, boat iczo Arvbri ett)
MA" lr t ���inductortA but not r t h d ntt5 houyeds, meal or wood -f rossc
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I (We) hereby depose and state under penalties of penury 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.
rf Co e;
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Signature: Owner or Authorized Agent Date Signature~_.tcaner or Authorized Agent Date
t IoL��iri,S
Print Name
Print Narrie
Rev 4/2016
Use by Special Review Questionnaire
Planning Questions
1: Storage of building materials, household goods, vehicles (RV, boat, bike, atv, etc.). Manufacturing,
including but not limited to, cabinets, tiny houses, metal or wood trusses, and pipeline assembly.
Automotive repair and restoration.
2: See section 22-2-20 F. A. Goal 6. To provide mechanisms for the division of land in agricultural areas
to support the continuation of agricultural production...specifically A. policy 6.2 Support opportunities,
such as but not limited to hobby farming and home business, to supplement family income and reduce
living expenses for farm families and others who prefer a rural lifestyle.
H. A.Goal 8 To ensure that adequate services and facilities are currently available or reasonably
obtainable to accommodate the new land use change for more intensive development.
3: Sec. 23-3-40 P. Home business, LL. Pipeline -natural gas
4: The type of land is Agriculture. There are outdoor storage facilities within 3 miles of us as wel
kennel facility, horse training, breeding and boarding, oil storage facility, cabinet shop.
S: Monday - Friday 7am - 6pm Saturdays as needed.
6: 2 full time employees or 4 -part time employees
7: N/A
8: Use will be limited to employees and delivery personnel. No public access or advertising
9: N/A
as a
10: The lot is agricultural grass land with 15 % used as driveway and parking. Gravel of driveway and
parking is approximately 8 - 10,000 sf. The steel building is currently 4,750 sf with potentially 2,375 sf
added on. The house is 2500 sf.
11: N/A
12: Existing landscape is agricultural dryland grass. There are no plans for any signage, additional
fencing, gates, or landscaping.
13,14,15: N/A
16: We are in Dacono's Mountain View Fire District. 8: Use will be limited to employees and delivery
personnel. No public access or advertising. When we contacted mountain view fire district they
informed us that there is no capability of providing fire protection to us and that as long as there was no
advertising, showroom, or public access that there was no concern.
17: The addition to the steel building may be initiated within 2 years. Existing steel building erected
2017 is 4750 sf. Proposed addition is 2375 sf. See USR map for details. The building would likely not have
all proposed uses at the same time, however the building use would likely be as follows: on the south
end of the building are two garage doors and one-man door. The front 1/4 of the existing shop would
have the fabrication and all associated components (any woodworking portion of this would not exceed
2400 sq. ft. for fire protection purposes), This portion would also be the area used for any automotive
operations. Any noisy activity from saws, compressors, or other machinery would primarily be inside the
building. Any dust or other substances would be contained inside and disposed of by a garbage service.
There are 2 floor drains in the center of each garage door bay to allow drainage of water or melting
snow for any vehicles using the space. These drains exit outside the building and integrate into the
storm water system. Any maintenance or repairs that are performed on vehicles and the associated
waste will be collected and disposed in accordance with current regulations. An office is above the
small garage door on the south west 1/8 of the shop (+-500 sq. ft.) the remaining 3/4 of the shop will be
used for storage of personal items,household goods, and vehicles (RV, boat, bike, atv, etc.) our desire is
to have this back 3/4 remain open for personal recreation use which is in part the desire for the
addition. In addition to the above -mentioned items in the back 3/4 of the existing shop, the proposed
addition would take on the form of housing personal agricultural livestock, equipment, and feed.
Engineering Questions
1: 10 or less passenger round trips/day, 5 or less tandem truck or semi -trucks round trip/week.
2 & 3: Our site is located 1/4 mile north of road 6 on road 15. Road 6 is a paved road. Road 15 is
gravel. 90% will be from the south on 15 with an equal split coming from the east and west on Road 6.
The remaining 10% comes from the north on Road 15.
4: Highest traffic volume will be between 6-8 a.m. and 4-7 p.m.
5: The access point is on the Southwest point of the property.
6: See AGpro for engineering.
Environmental Health Questions
1: Bottled Water
2: Porta potty would be provided for employees
3: Lumber, fasteners (including screws, nails, adhesives, etc.) and similar building materials, household
items, components supporting fabrication production. Any and all Materials relating to automotive
operations (oil, antifreeze, transmission fluids, batteries, paint, thinner, etc.) will be stored in
accordance with the manufacturers recommendations (new and used) and disposed as necessary in
accordance with current regulations,
4: The building would likely not have all proposed uses at the same time, however the building use
would likely be as follows: The front 1/4 of the existing shop would have the fabrication and all
associated components (any woodworking portion of this would not exceed 2400 sq. ft. for fire
protection purposes), This portion would also be the area used for any automotive operations. Any noisy
activity from saws, compressors, or other machinery would primarily be inside the building. Any painting
will be touch up only on vehicles (no paint booth). Any dust or other substances would be contained
inside and disposed of by a garbage service. There are 2 floor drains in the center of each garage door
bay to allow drainage of water or melting snow for any vehicles using the space. These drains exit
outside the building and integrate into the storm water system. Any maintenance or repairs that are
performed on vehicles and the associated waste will be collected and disposed in accordance with
current regulations. All hazardous materials will be stored in accordance with the manufacturers
recommendations.
5,6,7,8,9,10: 1O: N/A
Building Questions
1: The addition to the steel building may be initiated within 2 years. Existing steel building erected
2017 is 4750 sf. Proposed addition is 2375 sf. See USR map for details. The building would likely not have
all proposed uses at the same time, however the building use would likely be as follows: on the south
end of the building are two garage doors and one-man door. The front 1/4 of the existing shop would
have the fabrication and all associated components (any woodworking portion of this would not exceed
2400 sq. ft. for fire protection purposes), This portion would also be the area used for any automotive
operations. Any noisy activity from saws, compressors, or other machinery would primarily be inside the
building. Any dust or other substances would be contained inside and disposed of by a garbage service.
There are 2 floor drains in the center of each garage door bay to allow drainage of water or melting
snow for any vehicles using the space. These drains exit outside the building and integrate into the
storm water system. Any maintenance or repairs that are performed on vehicles and the associated
waste will be collected and disposed in accordance with current regulations. An office is above the small
garage door on the south west 1/8 of the shop (+-500 sq. ft.) the remaining 3/4 of the shop will be
used for storage of personal items, household goods, and vehicles (RV, boat, bike, atv, etc.) our desire is
to have this back 3/4 remain open for personal recreation use which is in part the desire for the
addition. In addition to the above -mentioned items in the back 3/4 of the existing shop, the proposed
addition would take on the form of housing personal agricultural livestock, equipment, and feed.
2 & 3: Storage of building materials, household goods, vehicles (RV, boat, bike, atv, etc.).
Manufacturing, including but not limited to, cabinets, tiny houses, metal or wood trusses, and pipeline
assembly. Automotive repair and restoration.
4: We are in Dacono's Mountain View Fire District. 8: Use will be limited to employees and deliver►
personnel. No public access or advertising. When w►e contacted mountain view fire district they
informed us that there is no capability of providing fire protection to us and that as long as there was no
advertising, showroom, or public access to the woodworking portion of the operation that there was no
concern.
GPROfessionals
DEVELOPERS OF AGRICULTURE
July 6, 2018
Michael Hail
Weld County Department of Planning and Engineering
1555 17h Avenue
Greeley, CO 80631
RE: Totems USR18-XXXX, Lot A RE -4282
AGPRO Project #?_827-01
Dear Mr. Hall,
A U SR for manufacturing tiny homes, outdoor storage and pipeline assembly is
proposed for the property with the following legal description: Lot A of RE -4282 being
part of the west Y2 of the southwest % of Section 20, Township 1 North, Range 67 West
of the 6tri P.M. in Weld County, Colorado. The parcel number is 146920300030.
Historically the property drains towards the southeast corner and into a private irrigation
ditch. Stormwater is proposed to be directed towards an existing fire pond located in the
southeast corner of the property. Storrnwater wilt be pumped at the historic 5 -year, 1 -
hour storm rate into the existing irrigation ditch. The irrigation ditch is owned by
Timothy Totems. The property that is downstream and to the south of the proposed site
is owned by Timothy and Janice Toterrs, parcel number 146920300031.
The property owner and private irrigation ditch owner, Timothy Totems, will allow for
the historic runoff to continue to drain to his irrigation ditch and eventually through his
field.
3z3 -obit— 4272/D
Shoulyou have any additional questions, please contact me at - or
electronically at �._�.,��.�__�.*
tem5 farm ya c:540 ct5;th,
Sincerely,
Timothy Totems
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
3050 67th Avenue i Greeley, CO 80634
97a 535_9318 /office ■ 970.535.9854/ fax ■ www.agpros.com
Preliminary Drainage Report
For
Totems USR
Lot A of RE -4282 Being Part of the W 1/2 of the SW '/o of Section
20, Township 1N, Range 67W of the 6t' P.M.
AGPROfessionals
DEVELOPERS OF AGRICULTURE
AGPROfessionals
3050 67t' Avenue, Suite 200
Greeley, CO 80634
(970) 535-9318
7/13/2018
Totems USR
Table of Contents
Certifications....... .4 4T. YFi 7. ..777.771 M1lb ii fV- ..4i iiiiii iw 3
Weld County Certification ofCompliance
General Site 1nfornzation } i E : , :5
♦11 Location
I l i i711 Gid I Lfiiiiii i »}Giid•i F. .1#�7
i. T t i rrri 1•ii 7r.rrid: sI'
2. Description of Property . 7 .. , , ...+........4 . ! . 4 4 . .. 5
Drainage Basin and Sub -Basins...w•
1. Major Basin Description.... 7 7. } T t f t f! l w b
2. Sub -Basin Description
Drainage Design Criteria
1. Development t.teria.. r 7 » } L _ : }}
Gi' 54 4d4»»•i-}rE3d? »»+.areeie Tb.r i•eee:7777Tro-elT`I r
2. Hydrological Criteria 1'
3. Hydraulic Criteria ..... } .. 4 ... 4 1 b ?
Drainage Facility Design
1. General Concept
. Specific Details .i.it}1Y}PIi.44EF4++}}i444}.44+@ tI;}}*4+}}}E*4.;*tieti} tte.t,,9
Conclusions S **.....4.....*.11
1. Compliance with Weld County Code . m . .......11
2• Drainage Concept ...... 7 7 7 T T L s r w i. i a i 11
List of References 12
Appendices
1i
Interns I J S R
Certifications
I hereby certify that this report for the preliminary drainage design of the Totems USR
was prepared under my direct supervision in accordance with the provisions of Weld
County storm drainage criteria for the owners thereof.
Chad TeVelde, RE.
AGPROfessionals, LLC
/lel" Cert
Mary Carlson, EIT
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Weld County Certification of Compliance
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Totems USR
General Site Information
1. Location
The proposed site is located in part of the West 1,,i; of the Southwest 'A of Section 20,
Township 1 North, Range 67 West of the 6th PM. The proposed site is bordered on the
west side by Weld County Road (WCR) 15. The nearest road to the north is WCR 8, to
the east is WCR 17 and to the south is WCR 6. No other major road ways are located
within or adjacent to the property (see vicinity map ip. Appendix A). The nearest
development is the City of Dacono.
2. Description of Property
The site to be developed is approximately 4.44 acres and currently consists of primarily
agricultural fan -n land with a shop building and a proposed residence and outbuilding.
There are two different types of soil: Weld loam (1% to 3% slopes) and Wiley -Colby
complex (3% to 5% slopes). The majority of the soil is well drained, hydrologic soil
group C (see USDA-NRCS USDA-NRsoil report in Appendix A).
Timothy and Janice Totems own the parcel south and somewhat downstream of the
proposed site. Timothy and Melanie Totems own the parcels east and southeast that are
downstream of the proposed site. David and Cynthiann Glardon own the property north
and up gradient of the proposed site. Arlyne, Kevin and Randall Glardon own the parcel
west of the site, which is both up gradient from the proposed property and is separated by
WCR 1 .
There is an irrigation ditch within the property that is owned by Timothy Totems. There
are no major open channels within or adjacent to the proposed property.
This project is proposing a shop building and outbuilding for a USR on land that has
previously been used as agricultural farm land.
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Totems USR
Drainage Basin and dub -Basins
1. Major Basin Description
The proposed site is located in rural Weld County and is surrounded by undeveloped,
agricultural land. The site is urbanizing. A Master Plan for the site area is not currently
available. The proposed site was only considered, as one drainage basin for this report.
Historically, the basin drainage flows predominantly towards the east, southeast direction
and ultimately flows towards the Thompson Reservoir. The site has a relatively flat
topography with slopes from one to five percent predominately towards the southeastern
corner of the property. Contours of the project location and the surrounding properties are
shown on the United States Geological Survey (GS) topographic map in Appendix A.
A Federal Emergency Management Administration (FEMA) map of the project is
included in Appendix A. The proposed site is located within FEMA panel 081 2100E
and is not currently located within a 100 -year floodplain.
Potential off -site flows from the west are intercepted by WCR 15. Stormwater runoff
from the north, east and south should continue to flow east, away from the site.
Therefore, an increase in runoff is not expected.
2. Sub -Basin Description
The site was evaluated as one basin, with stormwater runoff being directed to the existing
fire retention pond on the southeast corner of the site.
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Drainage Design Criteria
1. Development Criteria
This proposed drainage design was developed using the criteria set forth in the Urban
Drainage and Flood Control District (UDFCD) Volumes 1, 2 and 3 and the Weld County
Engineering and Construction Guidelines (WCECG).
2. Hydrological Criteria
From the NOAA Atlas 14 Brighton precipitation station, the estimated rainfall from the
10 -year, 1 -hour precipitation is 1.38 inches, the 100 -year, 1 -hour precipitation is 2.63
inches, and the 100 -year, 24 -hour precipitation is 4.74 inches (see NOAA Atlas 14
Rainfall Maps in Appendix A). These values were used for runoff calculations and to
estimate the required retention volume.
Percentage of imperviousness was determined using the recommended values from
UDFCD Table 6-3. A percentage of imperviousness of two percent was used for the
historic site. The overall percentage of imperviousness for the proposed site was
estimated to be 20 percent (see percentage of imperviousness calculation in Appendix
A).
Using these design storms and the UDFCD Detention Basin Volume Estimating
spreadsheet, the historic and proposed peak runoff flowrates were estimated for the basin
(see Table 1). Peak runoff flowrates for the proposed site were calculated with the
Modified FAA method using the time of concentration, runoff coefficients, and the
precipitation depths from the UDFCD spreadsheet (see UDFCD Runoff Calculations in
Appendix A).
Table 1: Peak Runoff Flowrates
10 Year Peak
Flowrate (cfs)
100 Year Peak
Flowrate (cfs)
Peak Runoff
Historic
3.70
13.83
Proposed
4.84
14.41
ofs — cubic feet per second
3. Hydraulic Criteria
a
The 5 -year historic release rate was determined using the area of the property and an
estimated two percent historic imperviousness (see 5 -Year Historic Release Rate
calculation in Appendix B). The required retention volume was calculated using the
simplified equation 12-4 from UDFCD (see UDFCD Simplified Equation calculation in
Appendix B). For a retention pond, the 100 -year volume is multiplied by 1.5 per section
23-12-90 Part B in the Weld County Code. The volume required was calculated to be
0.66 acre-feet. The existing fire retention pond will be maintained to contain more than
the required 0.66 acre-feet with an additional 1 feet of freeboard. After significant storm
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events, the pond will be pumped into the private irrigation ditch at a rate that will not
exceed the historic, five-year release rate.
A berm approximately one foot tall, with 3:1 side slopes is proposed around the south
side of the pond that extends to the east to convey stormwater into the pond. A stage
storage curve was created using the size and side slopes of the existing fire retention pond
(see stage storage curve in Appendix B).
A spillway will be proposed that will be designed to release the 100 -year storm event.
The spillway crest will be at or above the invert of the freeboard elevation and the depth
of the flow should be less than six inches. Calculations for the spillway will be included
in Appendix B in the Final Drainage Report.
Grass lined channels may be proposed on the site to convey stormwater runoff towards
the pond. The drainage channels will be sized using the 100 -year, 1 -hour design storm
peak flowrate per the WCECG. A wing's n of 0,035 will be used in calculations for a
grass lined channel per the WCECG. The channels will have 4:1 side slopes and will be
designed with one foot of freeboard for the 100 -year, 1 -hour storm event. The Froude
numbers for the channels will be less than the maximum of 0.8 from WCECG.
Calculations for the channel capacities will be included in Appendix B in the Final
Drainage Report.
Culverts may also be proposed to convey stormwater on the site. Culverts will be sized to
convey the 10 -year, 1 -hour design storm per the WCECG using the UDFCD Culvert
spreadsheet. A Manning' s n of 0.013 will be used in calculations for a concrete pipe per
the WCECG. Minimum slopes of 0.3% will be used in the design and rip rap sizes will be
determined using the UDFCD Culvert spreadsheet. Calculations for the culvert capacity
and rip rap sizing will be included in Appendix B in the Final Drainage Report. The
headwater to diameter ratio will be less than one for the 10 -year design storm and less
than 1.5 for the 100 -year design storm for each culvert.
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Totems USR
rainage Facility Design
1. General Concept
A fire retention pond is located in the southeast corner of the site. Runoff should
generally sheet flow towards the pond. The pond is designed to retain the 1.00 -year, 24 -
hour storm event. The site should not significantly alter the historic drainage pattern.
historic drainage basin map and drainage plan are shown in Appendix C. Grading and
erosion control plans will be included in the Final Drainage Report.
2. Specific Details
Maintenance access will be located on the west edge of the pond.
A. Scheduled Maintenance of Proposed and Existing Facilities
Scheduled maintenance will occur during daylight, week day hours. Routine maintenance
will include but should not be limited to the following:
• Mowing of the bank slopes and area around the pond on a monthly basis during
the growing season and as needed during the cooler months.
• The spillway and other areas will be inspected monthly for debris which could
inhibit the proper flow of stormwater. Andebris will be removed immediately
and disposed of or placed in a location to prevent future maintenance and to not
cause impact up or downstream of the pond.
• Trash will be removed from around the pond to prevententering the pond.
Generally, the site should be kept free of loose trash which could be carried off
site by wind or rain.
• Inspect the pond and spillway for non -routine maintenance as needed.
B. Periodic or Non -Scheduled Maintenance of Existing Facility
Periodic or non-scheduled maintenance includes routine inspection of the pond area and
discharge/outfall structures to identify needed repairs and non -routine maintenance.
These items may include but should not be limited to the following:
.
•
Pond area and spillway should be inspected after significant storm events.
Re -growth of trees on or around the pond bank. These should be cut and removed
from the pond area.
Sediment from the site may accumulate in the pond bottom and reduce the pond
to below desiggi volume requirements. The pond should be excavated if the pond
bottom elevation reached a level that allows excessive aquatic growth or reduces
the pond efficiency such that the sediments are passing the discharge structure and
release off site.
Stabilization or re -grading of side slopes may be required periodically or after
excessive rain events. Any disturbance of slopes should be reseeded or may
require installation of erosion control materials until seeding can reestablish
adequate grasses to prevent future erosion.
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• Any other maintenance or repairs which would minimize other maintenance to the
pond or outfall structure.
If the pond is significantly impaired such that the pond is incapable of properly
functioning to meet the Weld County stoma ater requirements, the owner should assess
the corrective action needed and have the water quality facility restored by properly
trained personnel.
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Totems USR
Conclusions
1. Compliance with Weld County Code
The drainage design of the Totems USR is consistent with the Weld County Engineering
and Construction Guidelines and the Weld County Code. A fire pond is provided to
detain stormwater.
2. Drainage C
Historical flow patterns and ruin -off amounts should be maintained in such a manner that
should reasonably preserve the natural character of the area and prevent property damage
of the type generally attributed to run-off rate and velocity increases, diversions,
concentration and/or unplanned ponding of storm rurieoff for the 100 -year storm event.
The drainage design included in this report should be effective in controlling damage
from storm runoff by detaining the 100 -year, 1 -hour storm event and releasing at the 5 -
year historic rate. No irrigation companies or property owners should be affected by the
proposed development.
Master Drainage recommendations are not available in the area of this project if a
Master Plan is developed for this area, the design allows for flexibility and potential for
allowing additional flows through the drainage area by increasing the pond size.
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Totems UST(
List of References
Federal Emergency Management Agency. "FEMA Flood Map Service Center." FEMA
Flood Map Service Center. FEMA, 20 Jan, 2016. Web. 3 Jul. 2018.
<https ://msc. fema. gov/portal>.
United States Department of Agriculture Natural Resources Conservation Service.
"Web Soil Survey." Web Soil Survey. USDA - NRCS, 2006. Web. 3 Jul. 2018.
http:// ebsoilsurve .sc.egov.usda,gov/App/Web oil urve .aspx>.
United States Department of Commerce - National Oceanic and Atmospheric
Administration. "NOAA's National Weather Service." Point Precipitation Frequency
Estimates. USDC - NOAA National Weather Service. Web. 3 Jul. 2018.
<https:Adsc.n s.noaa.gov/hdscipfds/pfds_printpage,html?lat=4010306 loni-
104,922O data=depth&units=english series pds>.
United States Geological Survey. `{Maps." Overview - Maps, United States Geological
Survey, USGS, 2016. Web. 3 Jul. 2018, < ww.usgs.gov/products/maps/topo-maps .
Urban Drainage and Flood Control District. Detention Basin Volume Estimating
Workbook Computer software. Software. Vers. 2.34. http : //udfcd. orgisoft are .
Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual
Volumes 1," SD `M: Volume I Management, Hydrology and Hydraulics. UDFCD,
Mar. 2017. Web. 3 Jul. 2018. chttp : //udfcd. orgivolume-one>.
Urban Drainage and Flood Control District. "Urban Storm Drainage Criteria Manual
Volumes 2." SD M: Volume 2 Structures, Storage and Recreation. UDFCD, Sep.
2017. Web. 3 Jul. 2018. chap:/Iudfcd.org/volume-one>
Weld County. "Property Portal - Map Search." Property Portal - Map Search. Weld
County, 19 Dec, 2017. Web. 3 Jul. 2018.
<https://www,co.weld.co.usinapslipropertyportalfiacct P 1779500>.
Weld County. "Weld County Engineering and Construction Criteria Guidelines." Weld
County Engineering, July 2017, Web. 3 Jul. 2018.
< . eldgov,corn/UserFiles/Servers/ erver_6/File/Depa ent /Public%20 orks/En
gineering/WCECG%20-%208-3-17.pdf.>
%20-%208-3-17.pdf.>
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Appendices
A. Hydrologic Computations
A.1. Vicinity Map
A.2. USDA-NRCS Soil Report
A.3. USGS Topographic Map
A.4. FEMA FlRMette Map
A.5. NOAA Atlas 14 Rainfall Maps
A.6. Percentage of Imperviousness
A.7. UDFCD Runoff Calculations
B. Hydraulic Computations
B.1. 5 -Year Historic Release Rate
B.2. UDFCD Simplified Equation
B.3. Stage Storage Curve
C. 24 x 36 Maps
C.1. Historic Drainage Basin Map
C.2. Drainage Plan
D. Drainage Memo
Totems USR
APPENDIX A
Hydrologic Computations
This map is a user generated static output from an Internet mapping site and is for
reference only Data layers that appear on this map may or may not be accurate,
current, or otherwise reliable
THIS MAP IS NOT TO BE USED FOR NAVIGATION
AFFIDAVIT OF INTEREST OWNERS
SURFACE ESTATE
Property Legal Description: I-4 t /11
v
Parcel Number
r
t# F Yez stiveav
1,ve
941 __02. P. 3 _ O_ o 3 0
(12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or w.co,weld.cc. (Include all lots being included in the application area, if additional space is required, attach an additional sheet)
THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached
accurate list of the names, addresses, and the corresponding Parcel � c ed list is a true and
p g Identification Number assigned by the Weld County
Assessor of the owners of property (the surface estate) within five hundred feet of the property ert being
compiled from the records of the Weld County Assessor, or aperson � p y considered. This list was
qualified to do the task, and shall be current as of a date
no more than thirty days prior to the date the application is submitted to the Department of Planning Services.
Signatures of all fee owners of property must sign this application. If an Authorized Agent sins. a letter
fee owners must be included with the application. If a corporation g g e of authorization from all
is the fee owner; notarized evidence must be included
indicating the signatory has the legal authority to sign for the corporation.
I (We) hereby depose and state under the penalties of perjury that all statements, proposals and/or plans submitted with or
y (our) knowledge.
within the application are true and correct to the best of m knowl .
Signature
,t -f3
Date
Signature Date
WELD COUNTY
'ONLINE I .` e A. P Pi NC;
s
Account( Owner
R2706804
R2706804
82812904
R2812904
82813004
82813004
82813004
R4229806
R4229806
R4229906
R4229906
R4486006
84486006
R4486106
84488106
86049486
R6049486
SCHWAB SHANNON KAY
LAUR1DSCA TRENT THOMAS
GLARDON JAMES L
GLARDON BARBARA L
GLARDON ARLYNE E (BN)
GLARDON KEVIN 'I J
GLARDON ANDALL L
TOTEMS BEN
TOTEMS AMY
TOTEMS TIMOTHY ALLAN
TOTEMS JANICE LYNN
TOTEMS TIMOTHY ALLAN
TOTEMS MELANIE JEAN
TOTEMS TIMOTHY ALLAN
TOTEMS MELANIE JEAN
GLARDON DAVID L
GLARDON CYNTH1ANN
rc is R t,
Report generated: 7/13/2018 3:12:.56 PM
Physical Address
6989 COUNTY ROAD 5 WELD
6989 COUNTY ROAD 6 WELD
6989 COUNTY ROAD 6 WELD
7173 COUNTY ROAD 6 WELD
7173 COUNTY ROAD 6 WELD
7153 COUNTY ROAD 6 WELD
7153 COUNTY ROAD 6 WELD
2276 COUNTY ROAD 15 WELD
2276 COUNTY ROAD 15 WELD
This map is a user generated static output from the Weld County Property Portal mapping site and is for reference only. Data
layers that appear on this map may or may not be accurate, current, or otherwise reliable.
To whom it may concern:
We are in the process of applying for a Use by Special Review ` Perrn �t for the storage of
personal vehicles, boats, rvs, motorcycles, atvs, etc. We may
potentially otent�
ally use the building for
minor automotive work. It may also be used for the fabrication of woo
d or steel trusses and
potential tiny house construction/modifiications_ We are having a
� meeting Friday night, July 6th
from 6 to 8pm at the building for any comments, questions or imput. put_ We look forward to your
participation. Thanks!
Ben & Amy Totems
2218 CR 15
Brighton, CO 80603
Bens Cell - 303.880.1444
PS: We are currently in the process of building our house up there and look forward to meetin
g
our immediate neighbors
1
NEIGHBORHOOD MEETING ATTENDANCE SHEET
Name
St,•ssel
Phone Number & Email
Jo34,sv jq<S/
cschp��+303- bSg- ,S'7n
7 nraa or& creOur
July 6, 2018
Date
lecRosle
( is
GPROfessionals
DEVELOPERS OF AGRICULTURE
July 6, 2018
Michael Hail
Weld County Department of Planning and Engineering
1555 17h Avenue
Greeley, CO 80631
RE: Totems USR18-XXXX, Lot A RE -4282
AGPRO Project #?_827-01
Dear Mr. Hall,
A U SR for manufacturing tiny homes, outdoor storage and pipeline assembly is
proposed for the property with the following legal description: Lot A of RE -4282 being
part of the west Y2 of the southwest % of Section 20, Township 1 North, Range 67 West
of the 6tri P.M. in Weld County, Colorado. The parcel number is 146920300030.
Historically the property drains towards the southeast corner and into a private irrigation
ditch. Stormwater is proposed to be directed towards an existing fire pond located in the
southeast corner of the property. Storrnwater wilt be pumped at the historic 5 -year, 1 -
hour storm rate into the existing irrigation ditch. The irrigation ditch is owned by
Timothy Totems. The property that is downstream and to the south of the proposed site
is owned by Timothy and Janice Toterrs, parcel number 146920300031.
The property owner and private irrigation ditch owner, Timothy Totems, will allow for
the historic runoff to continue to drain to his irrigation ditch and eventually through his
field.
3z3 -obit— 4272/D
Shoulyou have any additional questions, please contact me at - or
electronically at �._�.,��.�__�.*
tem5 farm ya c:540 ct5;th,
Sincerely,
Timothy Totems
ENGINEERING, PLANNING, CONSULTING & REAL ESTATE
3050 67th Avenue i Greeley, CO 80634
97a 535_9318 /office ■ 970.535.9854/ fax ■ www.agpros.com
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