HomeMy WebLinkAbout20073043.tiff APR. 27. 2001 8: 34AM IlpARK ENGINEERING • N0. 377 P. 2/2
SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
• REVIEW (USR) APPLICATION MAY 1 2 2007
FOR PLANNING DEPARTMENT USE DATE RECEIVED!
RECEIPT#/AMOUNT# /$ CASE#ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number:1057-22-0040-72
(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:PT-S2 22-4-66 LOT B, Section: 22, Township:4 North, Range 66 West
Rec.Exempt RE-2067(.74R) Parcel:105722000012
Flood Plain: NA Zone District: NA, Total Acreage: 53± , Overlay District: Gilcrest Comp. Plan (Appx 19-P)
Geological Hazard: NA, Airport Overlay District:NA
FEE OWNER(S)OF THE PROPERTY:
Name: Southgate, Inc„a Colorado Corporation do Mr.John W.Idles
Work Phone#: 937-795-2361 Home Phone# Email
Address: 1725 Circle Drive
City/State/Zip Code: Aberdeen,Ohio 45101
• APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent)
Name:Landmark Engineering LTD
Work Phone#: 970.6676286 Email: clined@landmarkltd.com
Address: 3521 West Eisenhower Blvd.
City/State/Zip Code: Loveland,Colorado 80537
PROPOSED USE: HIS Testing is an offsite hydro-static pressure testing company.The proposed use of site
is for business location and storage and maintenance of related equipment.
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 Southgate,Inc.,a Colorado Corporation
_X ` ;� (/// c/o Mr.John W.Alles
Signature: Owner or Authorized Agent Date Signature: Owner or Authorized Agent Date
• EXHIBIT
O1
2007-3043
S .
• CERTIFICATE OF ADOPTION OF CORPORATE RESOLUTION
I, John AL/es , in my official capacity, hereby certify that I am
Pres C of ell l' Of Southgate, Inc. a Corporation duly organized and existing under
The Laws of Colorado;that at a meeting of the Board of Directors of this Corporation,
duly and regularly convened and held on the I S day of Ha l'GA , 200741 which a
Quorum for the transaction of business was present and acting throughout,the following
Resolution was duly and regularly adopted, and is still in full force and effect, and
Appears as follows in the minutes of the meeting:
RESOLVED, that the Chairman of the Board, the President,the Chief Executive
Officer, any Vice President , or the Treasurer of this Corporation are hereby
authorized:
a. To sell, assign and transfer any and all shares of stock,bonds or other
• personal property standing in the name of the Corporation or held by the
Corporation either in its own name or as agent;
b. To sell at public or private sale, lease, mortgage or otherwise dispose of
any real estate or interest therein held or acquired by the Corporation in its
own right or as agent, except the real estate and buildings occupied by the
Corporation in the transaction of its business, and to execute and deliver
any instrument necessary to completion of the transaction;
c. To receive and receipt for any sums of money or property due or owing to
the Corporation in its own right or as agent and to execute any instrument
of satisfaction therefore for any lien of record;
d. To execute and deliver any deeds, contracts, agreements, leases,
conveyances, bills of sale, petitions, writings, instruments, releases,
acquaintance and obligations necessary in the exercise of corporate powers
of the Corporation.
• I further certify that the foregoing Resolution is not contrary to any provision in the
• •
• Charter of Bylaws of this Corporation, and that I have been duly authorized to make this
certificate on behalf of this Corporation.
�SS WHEREOF, I hereunto set my hand and affix the seal of the Corporation
it%e,1 on this =daY 3/1bo , 20 O7
Ice) s
( Sr• i EjaaotiPublic&/
•
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•
SOUTHGATE, INC.
• A Colorado Corporation
1725 Circle Dr.
Aberdeen,OH 45101-9707
Telephone 937-795-2361
Weld Co :nf„ El
Southgate, Inc. �.rtmeat
June 28, 2007
Dana Cline �y
Landmark Engineering LTD R 5...
3521 W Eisenhower Blvd.
Loveland, CO 80537
We Southgate, Inc. here-by authorize Landmark Engineering LTD of Loveland, Colorado
To represent Southgate, Inc. as part of the Use by Special Review Process with
Weld County.
•
Sincerely,
1-,7 7,;(6%---
John W. Alles
President
Southgate, Inc.
•
SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
REVIEW (USR) QUESTIONNAIRE
• The following questions are to be answered and submitted as part of the USR application. If a
question does not pertain to your use, please respond with "not applicable", with an explanation
as to why the question is not applicable.
The property is approximately 0.5 miles north-east of the town of Gilcrest. It is located in the
South Half of Section 22, in Township 4 North, Range 66th P.M., County of Weld, Colorado.
1. Explain, in detail, the proposed use of the property.
The property associated with this USR request is owned by Southgate, Inc. a Colorado
Corporation. The property is to be purchased by H/S Testing Services for an oil and gas
support business.
H/S Testing, Inc. is an off-site hydro-static oil pressure testing company. H/S Testing is
requesting a Use by Special Review to allow for a 6,000 S.F. warehouse building for an
operation office, truck storage, servicing and equipment storage (see attached site plan &
structural plans). The building will have service bays, a management office and an
equipment storage area.
• The property (APN#105722000012) is a triangular-shaped parcel bounded by
agricultural land on the east, Weld County Road 42 on the south, Union Pacific Railroad
on the north-west and Southgate Subdivision (mobile home park) to the south-west. The
52± acre property has access off WCR 42 at the south-east edge onto the 365' x 300'
building envelope as indicated on the recorded exemption #1057-22-4-RE-2067. An
existing irrigation well, two oil wells, tank battery and irrigation/retention pond are on
site. The site sheet-drains to the north-east into the irrigation/retention pond. The only
existing structures on site are the wells and related equipment (i.e. piping, tanks, "pig-
launcher", etc.).
The site is currently zoned AG and is used for farming (i.e. corn & wheat) and oil
extraction purposes. The proposed USR request is for "Oil & Gas Support and Service"
business for H/S Testing, Inc.
The majority of areas outside the 6,000 S.F. building and within the existing building
envelope shall have an all weather surface.
Parking shall be located to the rear (north) of the building. Four (4) trailer 'floats"
(8'x45'±), two (2)- 500 gallon above-ground diesel storage tanks and one (1) 300 gallon
above-ground oil tank are proposed. Future parking may be provided along the east edge
of the building.
• The majority of H/S Testing Services are conducted off-site for the primary purpose of
pressure testing oil wells. The service trucks (12-15 tanker trucks) will utilize water as
the medium to test the off-site wells. During the winter months the test medium will be an
alcohol/methanol (10%) and water combination to prevent freezing. No hazardous
Use By Special Review 1
Schwindt Parcel-USR-Questionnaire
Prepared By Landmark Engineering
•
substances/materials will be generated with this business. No storage of hazardous
substances/materials will occur on-site.
• Hours of operation will be from 7 A.M. to 6 P.M,; Monday thru Friday. There will be
approximately twelve employees, most of which will be working off-site.
The proposed business will have minimal impact to the site and surrounding area with
the majority of the site (49.5 acres±) remaining unchanged and the existing use of
agricultural and oil production to continue. The building envelope as depicted in the
Recorded Exemption #1057-22-4-RE- is located at the south-east portion of the site
creating the least impact to the prime agricultural land.
Given the type of business proposed, there will be regular maintenance of the service
trucks within the building and automotive fluids will be stored on site, including diesel
fuel, motor oil, small quantities of antifreeze, and alcohol/methanol. The storage of all
chemicals and generated wastes (recycled oil) will be in strict accordance to state and
federal laws.
It is anticipated that the uses proposed shall be compatible with future development of the
surrounding area as permitted by the existing zoning and current development trends.
2. Explain how this proposal is consistent with the intent of the Weld County Code,
Chapter 22 (Comprehensive Plan).
• The proposed plan is consistent with the Comprehensive Plan because it respects the
agricultural tradition of the County. The proposed use does not threaten the continuation
of agricultural uses since the Recorded Exemption (#1057-22-4-RE2067) establishing the
building envelope of only 2.5 acres (or 5%) will have minimal impact to the overall
agricultural and oil production that currently exists.
In addition, the proposed uses are related to and consistent with the agricultural
tradition of the County. Uses by Special Review (USR) Section 23-3-40 of the Weld
County code allows "Oil & Gas Support and Service" business with the Agricultural
Zone District (AG-zone).
The proposed plan is consistent with the Comprehensive Plan because the property
owner is following the proper land use change procedures and regulations by submitting
the Special Review application. Issues related to the public health, safety and welfare of
the business and public have been considered in the design. The site plan layout with
relation to warehouse, storage tank placement and parking were created to assure
compatibility with the surrounding properties. The vehicular activity that occurs at the
site is compatible with that of the agricultural uses of trucks and trailers.
The proposed plan is consistent with the Comprehensive Plan in that it encourages
economic prosperity by generating business opportunities that are compatible with the
• surrounding area. The existing facility has historically been used for agriculture and oil
production. By introducing a business that is compatible with and supports the existing
and surrounding uses, business diversification with the potential for increased revenue
may be realized for the 52 acre site.
Use By Special Review 2
Schwindt Parcel-USR-Questionnaire
Prepared By Landmark Engineering
ID
• 3. Explain how this proposal is consistent with the intent of the Weld County Code,
Chapter 23 (Zoning) and the zone district in which it is located.
The plan is consistent with the intent of the Weld County Code because no agricultural
lands are being converted to allow for the proposed uses. The Agricultural zone district
allows for quality commercial and industrial uses through the Special Review Process
when the uses are appropriate and goals and policies are addressed.
The property surrounding the building envelope will remain unchanged and the existing
use of agricultural and oil production will continue. Only 5% or 2.5± acres will be
utilized for the proposed "Oil& Gas Support and Service" business.
The site is within the Town of Gilcrest IGA and the appropriate measures of notification
with the "Notice of Inquiry" have been conducted. The Town of Gilcrest responded (see
attached letter dated June 20, 2007) indicating that they are not interested in annexation
at this time and has given permission for Weld County to process this USR application.
4. What type of uses surround the site? Explain how the proposed use is consistent
and compatible with the surround land uses.
• The surrounding properties are agricultural with a small residential development at
approximately 1200' to the south-east (Southgate Subdivision) of the building envelope.
The proposed use is consistent and compatible with the surrounding area because it
allows further support from businesses associated with the oil and gas production.
5. Describe, in detail, the following:
a. How may people will use this site?
The business expects to employ 12 full time employees. The majority will come to
the site in the morning, and then will be working offsite throughout the day. There
is expected to be a minimum number of vendors and visitors frequenting the site.
b. How many employees are proposed to be employed at this site?
The business expects to employ 12 full time employees. It is possible that 1-2
employees will remain on-site during the day.
c. What are the hours of operation?
• Monday through Friday from 7a.m. to 6 p.m.
d. What type and how many animals, if any, will be on site?
Use By Special Review 3
Schwindt Parcel-USR-Questionnaire
Prepared By Landmark Engineering
There are no animals associated with the proposed business.
• e. What type and how many structures will be erected(built) on site?
Currently, there are no habitable structures on site. A 6,000 s..f warehouse
building is proposed. A small office and bathroom will be provided within the
building.
f. What kind (type, size, weight) of vehicles will access this site and how often?
Besides personal employee vehicles accessing the site from 7 a.m. to 6.pm. there
will also be 12-15 service tank trucks. It is expected that a minimum number of
visitors and delivery vehicles will visit the site in association with the business.
During the day, employees will normally park their vehicles inside the 6,000 sl
warehouse building while working off site. Future parking may be provided along
the east edge of the building.
g. Who will provide fire protection to the site?
Fire protection is provided by the LaSalle Fire Protection District, 118 Main
Street, LaSalle, Colorado 80645, 970-284-6336.
h. What is the water source on the property? (Both domestic and irrigation).
• Water service for flood irrigation is from an existing well.
A letter from the Central Weld County Water District confirms that water service
can be made available for commercial operation and landscape irrigation to the
building envelope property (see attached letter dated March 21, 2007). It is
expected that the tanker trucks (650 gallon capacity) will be filled on site at a rate
of 200-300 gallons ("top-off')per day.
Based on the initial evaluation of the soils, a septic system should be feasible with
this development. Currently there is no septic system and or sanitation district
connected to the site. The proposed project will have an individual septic system
designed for the project. A geotechnical investigation and percolation report will
be submitted with the building permit application.
The predominate soil types, according to the Soil Conservation Service records,
are "Julesburg sandy loam" (1-3%slope) and a small quantity of"Bresser sandy
loam"adjacent to WCR42. Below is an explanation of each soil type:
• #11- "Bresser sandy loam" (0-1%slope): This is a deep, well drained soil
on terraces at elevations of 4,700-4,800'. It formed in alluvium deposited
by the South Platte River. Included in mapping are small areas of soils
that have sand and gravelly sand in the lower part of the substratum.
• • #30- "Julesburg sandy loam" (1-3% slope): This is a deep, well drained
soil on terraces at elevations of 4,700-4,800'. It formed in alluvium
Use By Special Review 4
Schwindt Parcel-USR-Questionnaire
Prepared By Landmark Engineering
•
deposited by the South Platte River. Included in mapping are small areas
of soils that have a loamy substratum.
i. If storage or warehousing is proposed, what type of items will be stored?
The proposed, 6000 S.F. warehouse is primarily for truck storage and employee
parking. During the day, employees will park inside, while at night the business
tanker trucks will be housed inside. Maintenance/service equipment related to the
"H/S Testing Inc. "will also be stored in the warehouse.
Outdoor storage is limited and may include trucks, trailers and down hole oil tool
equipment.
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.
A fence is proposed for security purposes around the building and envelope. Given the
75'setback of the proposed warehouse to Hwy. 42 frontage, and in conjunction with the
continued farming along the north, west and east side, no additional landscape buffer is
proposed for this site.
7. Explain any proposed reclamation procedures when termination of the Use by
Special Review activity occurs.
• No reclamation procedures are proposed.
8. Explain how the storm water drainage will be handled on the site.
Please refer to the attached Drainage Memorandum prepared by Landmark Engineering
Ltd.
9. Explain how long it will take to construct this site and when construction and
landscaping is scheduled to begin.
At this time no construction schedule has been determined. Given that the proposed on-
site structures consist primarily of two (2) above ground (500 gallon) diesel fuel tanks, a
300 gallon oil tank and a 6,000 pre-manufactured warehouse, once construction
commences the construction time period should be minimal.
10. Explain where storage and/or stockpile of wastes will occur on this site.
The storage of recycled motor oil, antifreeze and related used material will be in strict
accordance to state and federal regulation. The recycled motor oil and related
automotive fluids (i.e. antifreeze) will be transported by a qualified handler employed by
H/S Testing, Inc. or contracted to a registered transporter. The site will have regular
• trash services for general office and solid waste.
Use By Special Review 5
Schwind)Parcel-USR-Questionnaire
Prepared By Landmark Engineering
■ w -Z0-200f 09:5e From:MULUUL Ut.tLUNMENI 60.59140220• To:9706676298 P. 1 3
1.�' JUN. 19. 2007 10 ; 08AM IlipMARK ENGINEERING . W. 95? 7. 2
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to •
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-0 gt.t1 Notice of Inquiry
• Development within an Intergovernmental Agreement
"lige Urban Growth Boundary
COLORADO
Date of Inquiry %d i lib -)
Town Referred to: 61 GrArl
Name of Person Inquiring I;dkva ti_..,-
Property Owner 5ourilfan An._ _
a 1—
Planner /seG47,.Kt.....s (TMt4r
Legal Description ter"P et;-7�O6 7 Pr Sol item-n-...1 ZZ?" 7 VA f2 4 Cc I
Legal Parcel# /V r7 ZtO coo 1 -t, •
Major Crossroads thy f r -l— Pat i-�
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Type of Inquiry J d (�y S e-�n.. / �
The above person inquired about developing a parcel of land inside your designated Intergovernmental
• Agreement Urban Growth Boundary. This person has been referred to your community by Weld County
Planning to discuss development options on this site. ,
Wen
TCounty cornmeenfs 4p.,.wr, li P eJw R hive- a ?KZ:Di/ C .
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Town/CityComments Ste P11111091.1)U101.1) LS, .
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, Signatula of Weld County Planner P Sign ure of Town Ity Representative
His the applicant's responsibility to return the completed form to Weld County.
White copy Applicant; Yellow copy: ronWelt;'Pink Copy: Weld County
I
• . .
Weld County Planning Department •
et 8 10TM Street,Greeley,00 80631 4(970)353-0100,Est 3640.0970)3048498 Fax
4200 CR 243,lar rnont,CO 80504 4(720)6524210,Fxt 9730 4(720)852.4211 Fox
JUN-20-2007 08:52 Prom:M000OL DEL' LOPMENT 3039140220 To:970667629S P.2/3
7'OlSPOF
Gilcrest
• 2Y/OI.ORADO
Leaning Towards the Future
304 8"Siren •PO Bat 128 •C;ilcre.vl, Colorado 80623 •(970) 737-2426 •(970) 737-2427
June 20, 2007
Jacqueline Hatch
Weld County Planning Department
1555 North It" Avenue
Greeley, CO 80631
RE: Weld County Notice of inquiry,
H/T Testing, Inc. IJSR Application for a Oil and Gas Support Service Business that
includes a storage and maintenance facility
Dear Jacqueline:
I am writing on behalf of the 'fown nl'Gilcresl in response to the notice of inquiry on the USE
application for an "Oil and Gas Support and Service" business that includes storage and a
maintenance facility. The subject property is located north of CR 42 and east of US 85 and is
• within the Town's IGA boundary. As such, the Town thanks you for providing a notice of'
inquiry accordingly.
The l'own of(lilerest Planning Commission reviewed the notice of inquiry that consisted of a.
written narrative at their June 18, 2007 public meeting. The Town is not interested in annexing
the subject property today; however, the Planning Commission approved staff s analysis
provided below:
Annexation: As part of the review of the referral, a determination must be made to
recommend the property remain in Weld County or request the application he processed
in the Town of Gilcrest by annexing into the Town. The property may not meet the
contiguity requirements for annexation into the Town as required by Colorado Slaw
Statutes. Specifically, the property is not I/6th contiguous to existing Town boundaries.
IIowever, since the property is located within 3 miles of the Town of Gilcrest, it is
possible to be annexed by a flagpole and other serial annexations. Given the absence of
annexation contiguity, it is staffs recommendation that this application continue to be
processed in Weld County. Staff is recommending that any future development, as it is
defined in Article XVi of the Weld County Land Use Code, be submitted as an
annexation request to the Town, and subsequently be processed by the Town. Further,
stall is recommending an annexation agreement be signed by the property owner that
gives their consent to annex the property into the Town when a development application
is proposed in the future as one of the recommended conditions.
• •
JUN-20-2007 08:52 From:M0000L DE L0PMENT 3039140220 To:9706676298 P.3'3
•
Outdoor Storage: The proposed use includes storage and maintenance but a site plan
• (USR plans) has not been provided for the Town to review. As such, the Town would
like to review the site plan as part of the applicant's required referral process. The Town
requires that outdoor storage to be screened from adjacent properties and public rights-of-
way.
Traffic Impacts: The applicant has nut provided any information on traffic impacts. As
such, Staff recommends that the County require a traffic impact assessment that
addresses the following items:
1. Indicate the total number of trucks (trips per day).
2. Designate haul routes.
3. Clearly identity all uses within the traffic impact assessment.
4. Identify the weight of all trucks.
5. Address dust mitigation as this is an ongoing concern of the Town.
Based on review of written narrative, the Planning Commission offers the following conditions
to Weld County regarding the H/T Testing, Inc USR application:
1. Require the applicant to submit the full land use application(USR) to the Town
through the referral process.
• S' 2. The applicant/property owner shall sign an annexation petition consenting to the
annexation of the property into the Town of Gilcrest upon the submittal of a
future development application for the property.
y If any outdoor storage is proposed, it should he adequately screened from
adjacent properties and rights-of-way.
Submit a traffic impact assessment tirr the Town's review and approval.
Again, the Town of(lilcrest would like.to thank you in advance for the opportunity to comment
on proposals within our future 1CQA boundaries.
Sincerely,
9eCarr ci McCooll,,,�G/iill`c'rljesstt Town Planner
McCool Development Solutions, LTC
Cc: Menda Wurne, Mayor
•
Page 2
Landmark
June 26, 2007
Project No. SCHWIR-7C8F-0 I-210
Weld County Planning and Engineering
918 10th Street
Greeley, Colorado 80631
RE: Recorded Exemption No. 1057-22-4-RE 2067, Lot B, Weld County, Drainage
Memo
To Whom It May Concern:
Lot B of the above referenced Recorded Exemption, is located in the south half of Section 22,
Township 4 North, Range 66 West of the 6`h P.M., Weld County, Colorado. The property is
roughly triangular in shape and is bounded on the south by Weld County Road 42 (WCR 42), on
the east by a line approximately 1,188 feet west of Weld County Road 33 (WCR 33), and the
Union Pacific Railroad (UPRR) along the hypotenuse to the northwest. Lot B consists of
approximately 52 acres more or less. A 365 foot by 300 foot building envelope, addressed as
• 15745 Weld County Road 42 is located in the southeast corner of Lot B. There are no irrigation
ditches, rivers, lakes, streams, creeks, or other known water sources within a mile of the site.
Lot B is currently under agricultural production and appeared to be planted in winter wheat at the
time of the observation. Two (2) oil/gas wells and storage tanks are present on site. The site is
relatively flat with 0.25 percent or less slope, based on the analysis of USGS Quad Maps for the
area. The soils on the site consist mainly of Bresser sandy loam, with some Kim loam, and Vona
sandy loam as identified in the U.S. Department of Agriculture, Soil Conservation Service's Soil
Survey Maps of the area. All of the onsite soils are classified as well draining soils.
A portion of the drainage for Lot B is by sheet flow to a detention/irrigation pond located at the
Northeast corner of the proposed building envelope, approximately 400 feet north of WCR 42, on
the eastern side of the site. The remaining majority of the site, sheet flows to the northeast. The
existing detention/irrigation pond is trapezoidal in shape and measures approximately 165 feet long
by 25 feet wide by 7 feet deep. WCR 42 to the south and the UPRR to the west act as natural
barriers to offsite flows, which historically flow southwest to northeast in this area.
There is approximately 7 acres to the west of Lot B, consisting of Lot A and the South Gate
Subdivision. This area is between the elevated railroad bed and Lot B. However, this area is also
relatively flat and drains to the northeast. The drainage from this offsite area will not impact the
proposed building envelope on Lot B. The runoff from this offsite area dissipates by percolation
into the highly permeable soils that are prevalent on site.
• The proposed development on Lot B will include a building, concrete walks, and gravel and asphalt
parking which will cover less than 0.25 acres of the 52 acre site. There are currently no structures
on site to warrant the existing pond. The existing pond is northeast of the proposed development
and would capture the sheet flow runoff from this area. In addition, the site is very flat and consists
of well percolating soils.
III S
- Landmark
•
Weld County Planning and Engineering
Project No. SCHWIR-7C8F-01-210
June 26, 2007
Page 2 of 2
In conclusion, it is our opinion, that the proposed development of this structure and other site
appurtenances will have little or no impact on the storm drainage in this area. This opinion is based
on the following facts, I) most of the offsite flows from the south and west are blocked by existing
roads and railroads; 2) those areas of possible impact already have flows away from the proposed
development site; 3) the proposed development site has a minimal amount of proposed impervious
area; 4) the site consists of well percolating soils; and 5) an onsite detention pond already exists
downstream of the proposed future flows.
It is our recommendation the building finish floor elevation be placed a minimum of I foot above
the high point location at the northeast corner of the proposed building to facilitate positive
drainage away from the new structure. Please refer to the attached drawing for onsite drainage
patterns and site features.
• If you have any questions, please do not hesitate to contact our office. We can be reached by call
the toll free number indicated on the cover page of this letter.
Sincerely,
LANDMARK ENGI EERING LTD.
sepdzi e
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Rodn A. Harr, P.E. %n ••••••
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aiii Date: 1/11/2007
Pricing Report Time:10:58:38 AM
• Page: 2 of 4
Builder Information
Builder Contact: Project:Ron Schwindt
Name: Builder PO#:
Address: Jobsite:
City,State Zip: City,State Zip:Gilcrest,Colorado 80623
Country: County,Country: Weld, United States
Loads and Codes
Building Code:2003 International Building Code Built Up: 89AISC Rainfall:4.00 inches per hour
Building Use:Standard Occupancy Structure Cold Form: 04AISI
Live Load Wind Load Snow Load Seismic Load
Live Load:20.00 psf Not Reducible Wind Speed:100.00 mph Ground Snow Load: 30.00 psf Spectral Response-Ss:18.00%g
Collateral Gravity:2.00 psf Wind Exposure:C Roof Snow Load: 30.00 psf Spectral Response-S1:7.00%g
Collateral Uplift: 2.00 psf Wind Enclosure:Enclosed Snow Exposure Category:1 Fully Seismic Hazard/Use Group:Group 1
Exposed
Base Elevation:0/0/0 Thermal Category:Heated Soil Profile Type:Stiff soil(D,4)
Topographic Factor: 1.0000 Unobstructed,Slippery Roof Frame Redundancy Factor.1.0000
Brace Redundancy Factor.1.0000
NOT Windhane Debris Region %Snow Used in Seismic:0.00
Deflection Conditions
Frames are vertically supporting:Metal Roof Purlins and Panels
VP Default Deflection Limit: V/180 for load case L
VP Default Deflection Limit: V/180 for load case S
VP Default Deflection limit: V/180 for load case W
Frames are laterally supporting:Metal Wall Gins and Panels
VP Default Deflection Limit: H/60 for load case E
VP Default Deflection Limit: H/60 for load case
• Purlins are supporting:Metal Roof Panels
VP Default Deflection Limit: V/150 for load case L
VP Default Deflection Limit: V/I50 for load case S
Girls are supporting:Metal Wall Panels
VP Default Deflection Limit: H/90 for load case W
Per Article 2.9 in the Builder Agreement,VP Buildings assumes that the Builder has called the local Building Official or Project Engineer to obtain all code am
loading information for this specific building site.
Overall Building Description
Shape Overall Overall Floor Area Wall Area Roof Area Ma Eave Min_Eave Matt Roof Min.Roof Peak
Width Length (sq.ft.) (sq.lt) (sq.ft) Height Height 2 Pitch Pitch Height
Schwindt 60/0/0 100/0/0 6000 4780 6083 14/0/0 14/0/0 2.000:12 2.000:12 19/0/0
Covering Summary
Side Panel Type Thickness Finish Color Area(sq.ft)
Sidewall Panel Rib 26 ICXL Standard Color 4167
Roof Panel Rib 26 Galvalume Standard Color 6342
•
VPC File:Schtvindt.VPC VPC Version:5.6a
r
III
• Date: 1/11/2007
Pricing Report Time:10:58:38 AM
1111-1 Page: 3 of 4
Project Pricing(Book Items)
Primary Framing
Shape:Schwindt Weight
Location Description 1745 Prri 1ght
/0/0 Post&Beam 3234 2534
224
2 Rigid Frame
25/0/0 3253 2557
Rigid Frame 3234 2534
50/0/0 Rigid Frame 1759 1233
75/0/0 Post&Beam
99/0/0 24 Ship Parts 13225 10082
Bracing Pr ceWeight
Shape:SchwindtilRDescription
Wall/R0000f Bracing Diagonal(1 bay) 75 30
Wall Wall 2 Bracing Diagonal(1 bay) 95 33
Roof 75 30
Bracing Diagonal 1 bay) 128
Roof Bracing Diagonal(1 bay) 49.
Roof B 373 142
Secondary
Shape:Schwindt Price Weight
Wall/Roof Number of Parts 954 804
Wall 1 22 1237 1136
W�2 24 988 782
�3 24 1204
Roo q 28 1330 36 5373 5418
Roof A 36 5373 5418
Roof B 170 15255 14762
Covering
Finish Weight
Shape:Schwindt Color ai.R. Price
Wall/Roof Tyne
neiR Thiclmess 1581 957
• Wall 1 Panel Rib 26 KXL
KXL Standard Color 982 1213
Wall 2 Panel Rib 26 KXL Color
Color 1246 1998 676
Wall 3 Panel Rib 26 KXL Standard Color 693 1120 1213
7
Wall 4 Panel Rib 26 KXL Standard Cola 1246 1997
Galvalume Standard Color 3341 4224 3337
Roof A Panel Rib 26 Standard Color 3001 3760 3004
Roof B Panel Rib 26 C'a�n�e 10509 14680 10400
Trim
Shape:Schwindt Price Weight
1 1011 474
Wall 1522 520
Walla 1020 487
Wall4 1524 530
RoofWall 100 21
Roof B 0 0
Roof B 5177 2032
Accessory Price WeightQty Description 9 1
1 Roof Stnrct#17-14 X 1 SSteel Bag of 50 9 1
Book Total I 487191 374191
Project Pricing(Net Items)
Insulation Price sq.i1.
Type c5 4542
Fiberglass Blanket-WMP-50-Thickness:4.0 3772 6426
Fiberglass Blanket-WMP-50-Thickness:6.0 5757 10968
Accessory Price Weight
3 Description
PR.1 1:3- 2373 840
3 SPR101:3-0 x 7-0 Door-Advantage 42 23
• 3 3070 Pre-Assembled Door Trim Kit 42 112
2 Window 3040 Single Hung-Clear Insulated 2833 975
VPC Version:5.6a
VPC File:SchWindk.VPC
. •
Report Date: 03/16/2007 11:49AM WELD COUNTY TREASURER Page: 1
CERTIFICATE OF TAXES DUE CERT#:4871
• SCHEDULE NO: R7027897 ORDER NO:20070482
ASSESSED TO: VENDOR NO: 10
SOUTHGATE INC STEWART TITLE OF GREELEY
C/O JOHN W ALLES 3549 W 20TH ST
1725 CIRCLE DR
ABERDEEN, OH 45101 GREELEY CO 80634
LEGAL DESCRIPTION:
PT S2 22-4-66 LOT B REC EXEMPT RE-2067(.74R)
PARCEL: 105722000012 SITUS ADD:
TAX YEAR CHARGE TAX AMOUNT INTEREST FEES PAID TOTAL DUE
2006 TAX 285.56 0.00 0.00 0.00 285.56
TOTAL TAXES 285.56
GRAND TOTAL DUE GOOD THROUGH 03/16/2007 285.56
ORIGINAL TAX BILLING FOR 2006 TAX DISTRICT 0104-
Authority Mill Levy Amount Values Actual Assessed
WELD COUNTY 16.804* 113.76 AGRICULTURAL 23,356 6,770
SCHOOL DIST RE1 9.108 61.66
NCW WATER 1.000 6.77 TOTAL 23,356 6,770
CCW WATER 0.550 3.72
CCS WATER 3.221 21.81
LASALLE FIRE 1.907 12.91
AIMS JUNIOR COL 6.330 42.85
WELD LIBRARY 3.261 22.08
TAXES FOR 2006 42.181* 285.56
*Credit Levy
FEE FOR THIS CERTIFICATE 10.00
ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER
iiiOR TO ADVERTISING AND DISTRAINT WARRANT FEES. CHANGES MAY OCCUR AND THE TREASURER'S OFFICE WILL NEED TO BE
ONTACTED PRIOR TO REMITTANCE AFTER THE FOLLOWING DATES: PERSONAL PROPERTY AND MOBILE HOMES-AUGUST 1,
REAL PROPERTY-AUGUST 1. TAX LIEN SALE REDEMPTION AMOUNTS MUST BE PAID BY CASH OR CASHIERS CHECK.
SPECIAL TAXING DISTRICTS AND THE BOUNDARIES OF SUCH DISTRICTS MAY BE ON FILE WITH THE BOARD OF COUNTY
COMMISSIONERS,THE COUNTY CLERK,OR THE COUNTY ASSESSOR.
This certificate does not include land or improvements assessed under a separate account number,personal property taxes,
transfer tax or misc.tax collected on behalf of other entities,special or local improvement district assessments or
mobile homes,unless specifically mentioned.
I.the undersigned,do hereby certify that the entire amount of taxes due upon the above described parcels of real property and all
outstanding sales for unpaid taxes as shown by the records in my office from which the same may still be redeemed with the amount
required for redemption are as noted herein. In witness whereof,I have hereunto set my hand and seal this 16th day of March,2007.
TREASURER,WELD,JOHN R. LEFEBVRE, BY: 7:1:
.
P.O.Box 458
Greeley,CO 80632
(970)353.3845 ext.3290
• •
•
0 WELD COUNTY ROAD ACCESS INFORMATION SHEET
Weld County Department of Public Works
111 H Street, P.O. Box 758, Greeley, Colorado 80632
Phone: (970 )356-4000, Ext. 3750 Fax: (970) 304-6497
Road File#: Date:
RE# : Other Case #:
1. Applicant Name !. -Ls'Ja L L)-O. Phone€77E"-G —AZ,,Z,
Address341---.7-7.4 l41:7—7T Fle-P-4-440/c/DP City/o,gfCa-j5 State/QD Zipc >rr,"S
2. Address or Location of Access
Section ]Z Township 4 Range /e/>, Subdivision Block Lot E
Weld County Road #: I/-7 Side of Road N.- a7 4F Distance from nearest intersection
3. Is there an existing access(es)to the property? Yes ✓ No # of Accesses _L-
4. Proposed Use:
❑ Permanent ❑ Residential/Agricultural f❑� Industrial
❑ Temporary CI Subdivision il
• Commercial )Q Other
5. Site Sketch (c_na . />r Ifxm-ft mil a— t t 4
Legend for Access Description: I
AG = Agricultural ✓Jaz.-U.4- 1
RES = Residential 11��
O&G = Oil&Gas
D.R. = Ditch Road
• O = House L
El = Shed x--i
A = Proposed Access — 1(,v2"- (1)
A = Existing Access N ___. . , __ P
J. A-
N
NT
a
5L"f[z_E-.1--- .a
yuz n
OFFICE USE ONLY:
Road ADT
Date Accidents Date
Road ADT Date Accidents Date
Drainage Requirement Culvert Size Length
Special Conditions
❑ Installation Authorized ❑ Information Insufficient
Reviewed By: Title:
•
-9-
27, 2 '(7 3�h,h A',��''h�� �1�,1?Pi=_R_'',.� ��v 'i - 2
• • •
FOR COMMERCIAL SITES,PLEASE COMPLETE THE FOLLOWING INFORMATION
• BUSINESS EMERGENCY INFORMATION:
v 7] 17-3 /
Business Narne: �c'^ �� _— Phone: 7 ! `
Address: C�Kti1f "q��1 == 41�4!.,[ia!��C:ty,ST.Zip: 5 ' 701
,+ coo — IIr
BusinessOwner: RLYM/1).=ox'.-6u)it`4oi
Horne Address:ZG C31� ����AU>~ F�.2 �Y�c,�t`ra�C City,ST,Zip: G��L
List three persons in the order to be called in Ine everst of an emergency:
NAME TITLE ADDRESS PRONE
ROAVY_Lia ► Nor -- coca'( --- 70317-�tak)Al( 01E- "i-dcatrts; 9 7y-7L ' c(3-
U a1 AV ft) l3Ri 0lv`��.p�e-J 5O.2- rr-• CT kilAivs CO .1. k?_r_ 'll:539' Cc 06
o ttY102-0&lCJ 0 7 ' __
Business Hours: Pm _Days: _62
Type of Alarm: Non Burglar Holdup Fire Silent Audible
Name and address ofAlorm Company:_
Location of Safe;
♦...4****tit*A******t**t+t+,*****Aitk4*********gift Y++**+•t*****434***tYtNt*tt ttitAxxxi+�i
MISCELLANEOUS INFORMATION:
• Number of entry/exit doors in this building: r✓ 1J�;` Location(s): t't_
5
Is alcohol stored in building? NO Location(s):.__
Are drugs stored in building? N V _Location(a);__
Are weapois stored in building? IvV _Location(s):__ --
The foiow'ng programs are offered`$s a public service of the Weld County Sheriff's Office. Please indicate the
programs of interest. ]7 Physical Security Check wCrime Prevention Presentation
UTILITY SMUT OFF LOCATIONS:
Main Electrical:
, /
Gas Shut Off:
( 1/
Exterio•WatarShutoff:
InteriorWaterShutoff %�__ ___—�(
-12-
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