The URL can be used to link to this page

Browse Search

Home My WebLink About20160434.tiff PLANNED UNIT DEVELOPMENT (PUD) CHANGE OF ZONE APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT#/AMOUNT# 1$ CASE#ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number I y t - 3 - O _ O _ O 8 (12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,or www.co.weld.co.us) (Include all lots being included in the application area.If additional space is required,attach an additional sheet.) Legal Description Left ANA&-i-&ca/er/P(Ns ..7adA, , Section=3,Township I North, Range 69 West Fetrza/E Property Address (If Applicable) -221/0 1 2S F'yvi/t:yp ;rt'ei, Existing Zone District:03f/it-Proposed Zone District:C- 3`1 jotal Acreage:..3.6t Proposed#/Lots / Average Lot Size: 3.(:,t- Minimum Lot Size: 3, L .t Proposed Subdivision Name: .V4 Proposed Area (Acres)Open Space: Are you applying for Conceptual or Specific Guide? Conceptual L ) Specific FEE OWNER(S)OF THE PROPERTY(If additional space is required,attach an additional sheet.) Name: PMP ..r.r,,LoFTrn ents Work Phone/#(503-626 -506 Home Phone# Email Addressk&n?n f0 incdtr4ria1 EechnofayjeS,c Address: ,300 8/ Wte..21 City/State/Zip Code 6'reel r /'n sok 31 APPLICANT OR AUTHORIZED AGENT(See Below:Authorization must accompany applications signed by Authorized Agent) Name: phi/ a-by Work Phone#O53-8'21-5/ob Home Phone#97O351-'4277 Email Address kern y3 'm a n (D5fOr7n9,,Cost Address: 300(31 WC/e . S City/State/Zip Code 67esiet, ao 0©4,3/ f(ease_ ernes ( or IW_ crlo+eS d Mllesintifiori- ®4C C UTILITIES: Water. (uu`f7rs1 Ut[ci COLLn rzt ?ter bt`s+ne t a l(as._ta yl or..Pa ke c yes hoo, Sewer: Selo l i c(i s.7)S) /)error` {F-GSc/-o /50 con, Gas: Ce! Electric: iJ hll-ed oea e r Phone: C be-,fond DISTRICTS: School: f2E13— Fire: /motto-Fa thew `pre- :DF9h'fcP Post: Cr i 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 the signatory has the legal authority to sign for the corporation. I (we), the undersigned, hereby request hearings before the Weld County Planning Commission and the Board of County Commissioners concerning the proposed Change of Zone for.the °ve desc rirpof Weld County, Colorado: lt ) " -a ' 9 -i �Sc gnature: ne zed Agent 'Date Signature: 0ya6er or Authorized Agent Date Change of Zone/Rezoning Questionnaire Summary of Identified Concerns and Proposed Corrections/Solutions 1. The existing zoning of the northern parcel is agricultural (AG) and is bounded on the northern side by the Bull Canal (AG) and on the southern side by Lot 1 of the Althen-Boyer CUD (C-3). The small parcel of ground located on the eastern side of Lot 1 is Zoned C-3. The existing uses consist of Commercial and Industrial uses, sales and manufacturing of steel products. The requested zoning for this property would be a dual zoning, C-3/I-3. This style of zoning would cover the sales aspect of the business, manufacturing of steel products and the outdoor storage of steel products used in the manufacturing. The existing C-3 zoning allows outside storage, however, may not cover the steel stock used to manufacture the steel products. Most finished products are stored in the building; however some outside storage for finished products is preformed outside of the existing building and is covered under the C-3 Zoning. 2. Section 22-8-80 This section of the Weld County Code is in regards to access to the transportation system for Industrial uses. This site is located on the 1-25 Frontage road, (1-25 corridor) and has adequate access to the 1-25. 3. Section 22-8-100 This section of the Weld County Code is in regards to access to the transportation system for Commercial uses. This site is located on the 1-25 Frontage road, (I-25 corridor) and has adequate access to the 1-25. 4. Section 23-3-330 This section of the Weld County Code is in regards to I-3 (Industrial) Zone District. A. Intent. Industrial Uses that may create adverse visual impacts on adjacent properties. The existing storage of steel stock used in the fabrication of the steel products is not currently covered under the C-3 zoning. The C-3 zoning does cover the finished steel products stored outside; however, screening of the outside storage for the finished products is required. At the present time, screening trees are present on a portion of the northern property line and consists of 19 evergreen trees. More screening trees may be required to meet the intent of the Weld County Code for screening from adjacent properties. The proposed dual zoning of C-3/1-3would cover all aspects of the business operations currently taking place on the property. B. Uses Allow by Right. Section 23-3-330-B-3, Industrial uses. The industrial use for this property would be covered under Section 23-3-330-B-3; Manufacturing, Fabricating, assembling and storage of materials used in the fore said business operations. Section 23-3-330-B-5, Equipment storage. Equipment storage does occur on site. The equipment is used in the loading and unloading of materials and finished products on site. Section 23-3-330-B-13, Outdoor storage. Materials used in fabricating of steel products are stored outside of the existing building. At the present time, the storage area is presently partially screened from adjacent properties to the north by the use of 19 evergreen trees. Additional screening trees may be required on the eastern side of the property. The outside storage of materials used in the fabricating process is adequately screened from the public ROW by the existing building on site. C. Accessory Uses. Section 23-3-330-C-1, Office Space used by operators of the business on site. The office space in the building is used by the business on site. No office space is used or available to other business not located on site. Section 23-3-330-C-2, Loading Areas. The loading area for the business operations occurs on the eastern side of the existing building. The loading area is paved with concrete and is adequately screened from public view (ROW) by the existing building. Section 23-3-330-C-3, Parking. The parking area for employees and customers is located on the western side of the existing building. This parking area is presently screen by four (4) mature cottonwood trees and an unstated six (6)foot chain-linkfence. Additional screening may be required on the northwestern and northern portions of this parking lot. Section 23-3-330-C-6, Retail Sales used by operators of the business on site. Retail sales occur on this site. Section 23-3-330-C-7, Cargo Containers used by operators of the business on site. Up to five (5) cargo containers may be present on site at any given time. The cargo containers may be used for storage of materials and finished products or may be placed on site until loaded with finished products then shipped to the customer. D. Use by Special Review (USR). It is assumed that no USR is required for this site. E. Site Plan Review (SPR).An SPR drawing/Grading &Drainage drawing is being created and will be provided during the Final Plat process. The Final plat is being submitted concurrently with the Change of Zone application. Section 23-3-340 Performance standards As outlined in sections 23-5-350 and 23-5-360. Section 23-3-350 Design standards. A. Stormwater Management. From information obtained from the Weld County Department of Public Works, Stormwater retention/detention is not required for this site unless additional structures are proposed for the site. No new structures are proposed for the site. Water Quality Capture Volume (WQCV) is required for the site. WQCV is being provided along the northern and western property lines and adjacent to the Bull Canal. See the Drainage Cover letter and computations as provided. B. Parking. The existing parking for the site is located on the western side of the existing building and adjacent to the Public ROW The existing screening that is now in place consists offour (4) mature Cottonwood Trees located on the western side of the parking lot. Additional landscaping may be required to meet the intent of the Weld County Code for screening of parking lots. An existing unslated six (6)foot chain-link fence is present on the site and is located on the western side of the parking area. The parking area is surfaced with recycled asphalt (gravel). C. Loading Areas. The existing loading area is located on the eastern side of the building. This loading area is screened from the public ROW. The existing loading area does not encroach onto neighboring properties. The site is fenced on all sides by a six (6)foot chain-link fence. The loading area is paved in concrete. D. Street Access. The site has safe access to the I-25Frontage Road. The access has been reconstructed by the Colorado Department of Transportation (CDOT) approximately 4 years ago. It is assumed that the access was reconstructed meeting CDOT requirements and exceeding access requirements for Weld County. E. Acceleration/deceleration lanes. It is assumed that the access does not require acceleration/deceleration lanes as the access was constructed by CDOT. No increase in the trip count is anticipated at this time. At the time an increase in trip generation of 20% is obtained, a access application for CDOT will be required. F. Required Yards. 1. Setback.No uses exist in the 25 foot setback except for the existing parking area. Additional screening may be required to comply with the Weld County Code. The existing screening consist of 4 mature Cottonwood Trees and a six (6)foot chain-link fence (Unstated). 2. Offset. The height of the building on site is 24 feet. The offset for the site is 12 feet based on the building height. Any outside storage that now exists in the offset will be relocated outside of the offset. 3. Structure offset from gas and oil facilities. There is an existing tank battery located to the east-northeast of the structure on site. The distance to the said tank battery is ±450 feet. The structure, as built, meets the offset requirements. G. Required Landscape Areas. 1. Lot coverage. The maximum lot coverage is 85%. Excluding the area occupied by Bull Canal (4,270 SF), the total required landscaped area is 23,470 SF. The actual L.S. that now exists on site is 23,745 S.F or 15.2%. The landscaping consists of colored landscape rock and plantings. Additional landscaping areas may he required for storage and parking area screening purposes. These additional screening trees will be added to the landscape plans per comments obtained from the planning department. 2. ROW Screening. Additional landscape screening may be required, by the Weld County Planning Staff, along the western side of the existing parking area. This item will be addressed through the comments process. H. Trash Collection Areas Trash collection—Atlas Metals—recycles all our metal scrap in roll off dumpster bins. McDonalds Farms furnished a large roll off totally enclosed bins with small trap doors located along top. When full they pick up dumpster, empty and return empty for re-use. This works very well for us as all trash is 100% contained. I. Water Supply. Water is provided by Central Weld Water. J. Sewage Disposal. The site was served by Septic Permit# G-840150. This system was sized for 6 people. The site currently has 12 employees. A Septic Repair Permit has been obtained and is in process of construction and acceptance by the Weld County Department of Public Health and Environment. The new septic system was sized for 19 people. K. External Lighting.All external lighting is downward facing and does not shine onto the public ROW. The existing site lighting does not create a hazard to the traveling public. Section 23-3-360 Operation Standards. a. Noise—no objectionable noise is emitting from property. b. Air quality—our facility falls below the maximum threshold limit required by the State of Colorado for particulate. In addition we have a dust collection system on our exhaust system located in the manufacturing area. c. Water quality—no floor drains—restrooms are on septic. d. Radiation—NA e. Heat— Welding operations due occur at the site. All welding operations are preformed performed inside building in shielded containment areas. There is no significant temperature outside of the existing structure. No temperature changes occur at the property line. f. Glare—Front and rear of building lighted with fluorescent floods. No hazards to traffic. No residential areas, all welding performed inside building in shielded containment areas. g. Property Maintenance—weed control is performed by Paratex Colorado, Inc. The CDOT access Permit has been submitted to the CDOT Access Department. The Hazardous Materials Handling Plan and Dust Abatement plans are attached to this Change of Zone/Rezoning Questionnaire. Farmer's Reservoir and Irrigation Company. The proposed COZ will not change any of the existing site conditions. The Historic Stormwater flows will be maintained, no new structures or paving is proposed on the site. WQCV is being provided on site and will reduce peak Stormwater runoff for minor storms. Building Permits. No new structures are proposed on the site. Inc _ ENpi,. • 0 ,0 I'p •• ALLES TAYLOR & DUKE, LLC 3610 35TH AVE. UNIT#6 LICENSED PROFESSIONAL ENGINEERS EVANS,80634 T D LICENSED PROFESSIONAL LAND SURVEYORS et July 26, 2013 Subject: Historic Storm Water Flows Narrative PKE Investments Limited Partnership Lot"1"Althen-Boyer CUD Pt Section 23, Township 1 North, Range 68 West Erie, Colorado 80516 To Whom it Concerns Alles Taylor 8s Duke, LLC has been contracted to produce a portion of the required documentation for the required PUDK12-0002/COZ. An AS-Built topographic site survey has been preformed and a copy of said survey has been attached to this drainage narrative. The Althen-Boyer CUD was created in the mid 1970's and Stormwater detention facilities were proposed, the Stormwater detention facilities were never built, therefore all Stormwater facilities are required for each lot at the time of additional buildings or imperviousness values are changed and in the event of a change of use is proposed for any given lot located in the Althen-Boyer CUD. From comments obtained from the Weld County of Public Works, Stormwater detention is not required at this site unless additional roof areas and additional paving is proposed. The imperviousness value of the site is being adjusted downward as additional landscaping is being proposed at the site. As requested a brief narrative of the existing storm water drainage patterns follows: 1. Off-Site Flows: Minor Stormwater flows enter the site from Lot 2 of Althen- Boyer CUD. This off-site flow will be directed to the east and west along Lot l's southern property line. The proposed change in the flow pattern existing on the southern property line will not adversely affect Lot 2 of Althen-Boyer. 2. The existing storm water drainage patterns that exist on the site are as follows: Three (3) distinct Drainage basins exist on this site. Drainage Basin D.1 is located on the eastern portion of site and the area of this Basin is ±2.15 AC. Drainage basin D.1 has historically flowed into the Bull Canal. The Water Quality Capture Volume (WQCV) calculated for this basin is 1,474 CF. Drainage basin D.2 consist of half of the existing roof and the areas south of the one structure located on site, the size of this Drainage basin is ±0.35 AC and the WQCV calculated for this basin is 303 CF. This Drainage basin flows to the southern property line, then west to the drainage facilities constructed by the Colorado Department of Transportation (CDOT) along the western side of the site. A portion of the Stoiiuwater flows from Lot 2 also flow into the CDOT drainage works. The WQCV calculated for this Drainage basin is 303 CF. Drainage basin D.3 is located on the northern and western sides of the existing building and the area of this drainage basin is ±0.99 AC and consist of the northern portion of the roof area, a rock landscaped area on the northern side 2011-092 _j J ALLES TAYLOR & DUKE, LLC 3670 35TH AVE. UNIT#6 rt A LICENSED PROFESSIONAL ENGINEERS EVANS, 80634 T D ? LICENSED PROFESSIONAL LAND SURVEYORS of the building and the landscaping and parking areas located on the western portion of the site. Stormwater flows from this area have historically flowed into the Bull Canal. The WQCV calculated for this area is 658 CF. The proposed drainage pattern for the site is as follows: The proposed drainage will maintain the historic flow patterns due to the existing lot grading configuration. The required WQCV is 2,435 CF for basins D.l and D.3, please see appendix A for calculations. WQCV is not being proposed or provided for Drainage basin D.2 due to the size of this drainage area and amount of WQCV calculated for this Drainage basin, 303 CF, please see appendix A for calculations. The proposed WQCV pond has been placed on the western, northern and eastern property lines and consists of a drainage swale that captures the Stormwater before it enters the Bull Canal. The WQCV is then released from this drainage swale by the use of four (4) Water Quality Release structures located at low points in the drainage swale. Three (3) of the drainage structures have invert elevations of 5155.0 and one (1) of the release structures has an invert elevation of 5155.20, the orifice size for each release structure is 0.802 inches. Stormwater from these release structure drain directly into the Bull Canal and is considered as a historic flow pattern. The WQCV has a 40 hour period of release. The depth of ponding is 1.1 feet and a freeboard of 0.65 feet has been provided. The design volume of the WQCV pond is 2,435 CF and accounts for basin D.1 and D.3, no WQCV has been provided for basin D.2, please see appendix A for all WCQV calculations. Due to the existing site conditions only one emergency outflow point is required. The time of concentration, tc, for the site is assumed at 5 min./in. and is based on the site size and configuration. The emergency overflow weir has been sized for the 100 year storm for this site and is located on the north eastern portion of the site adjacent to the Bull Canal and is considered as a historic flow condition, please see attached computations in Appendix A for the 100 year flow calculations. The flow depth at the overflow point is assumed at 0.5 ft for the 100 year storm. The over-flow opening width is 16 feet and this produces a cross-sectional flow area of 8 SF. The resultant flow velocity is 2.19 ft/sec., please see the attached calculations. Buried Type "L" rip-rap with underlayrnent has been shown for the over-flow point, however, the site owner is proposing constructing a steel product to convey the overflows into the Bull Canal by the use of a fabricated steel product. If you have any questions, please contact me at (970) 330-0308, Ext 1. Respectfully submitted, „ paW411lllutn,:, ;' 0 ti2EG/q), Mark A. Taylor Colorado P.E. 46065 4 UUU S1 40// tinimi eo 2011-092 Appendix A Percent Imperviousness Existing Basin 1 Site Area = 93705 ft2 Percent Imperviousness from Table RO-3 Paved 1.00 Existing Site Conditions Gravel 0.45 Paved 0 ft2 Roofs/Concrete 0.90 Packed Gravel 82248 ft2 Greenbelts/Landscaping 0.02 Roofs/Conc 3906 ft2 Landscaping/Undev. 7551 ft2 Percent Imperviousness Existing = 0.43 = I Percent Imperviousness Existing Basin 2 Site Area = 15120 ft2 Percent Imperviousness from Table RO-3 Paved 1.00 Existing Site Conditions Gravel 0.45 Paved 0 ft2 Roofs/Concrete 0.90 Packed Gravel 7931 ft2 Greenbelts/Landscaping 0.02 Roofs/Conc 6300 ft2 Landscaping/Undev. 889 ft2 Percent Imperviousness Existing = 0.61 = I Percent Imperviousness Existing Basin 3 Site Area = 43339 ft2 Percent Imperviousness from Table RO-3 Paved 1.00 Existing Site Conditions Gravel 0.45 Paved 0 ft2 Roofs/Concrete 0.90 Packed Gravel 21250 ft2 Greenbelts/Landscaping 0.02 Roofs/Conc 6855 ft2 Landscape Rock 0.20 Landscaping/Undev. 5990 ft2 Landscape Rock 9244 ft2 Percent Imperviousness Existing = 0.41 = I Appendix A Water Quality Capture Volume (WQCV) Basin 1 WQCV = a(0.9113-1.1912+0.78i) Page SQ-24 for 40 hr Release a = 1 Required Storage = (WQCV/12)*Area Page SQ-24 1= 0.43 Area = 93705 ft2 = 2.15 AC Required Storage= 0.0338 AC-ft = 1474 ft3 Water Quality Capture Volume(WQCV) Basin 2 WQCV = a(0.91 i3-1.19i2+0.781) Page SQ-24 for 40 hr Release a = 1 Required Storage = (WQCV/12)'Area Page SQ-24 1= 0.61 Area = 15120 ft2 = 0.35 AC Required Storage= 0.0070 AC-ft = 303 ft3 Water Quality Capture Volume (WQCV) Basin 3 WQCV = a(0.91 i3-1.1912+0.78i) Page SQ-24 for 40 hr Release a = 1 Required Storage = (WQCV/12)*Area Page SQ-24 1= 0.41 Area = 43339 ft2 = 0.99 AC C Required Storage= 0.0151 AC-ft = 658 ft3 Total Required Pond Volume= 2435 ft3 = 0.056 AC-ft Weir Calculations Retention Pond Emergency Over-Flow Weir Calculations Basin 1 +3 Q = 11.93 CFS Using Broad-Crested-Weir Equation Q = CLH'' with C = 3.1 L = 16.00 ft H = 0.5 ft Q = 17.54 CFS >= 17.35 CFS Riprap Calculations From Page HS-67 V = Q/A A = L*H = 8.000 ft2 V = 2.192031 ft/sec From Eq. HS-16 Pd = (V2+ gd)1/2 d=H= 0.5 ft g = 32.2 ft/sec2 Pd = 4.57 From Figure HS-20 Use Type L Riprap From Eq. HS-17 T = 1.75*Dso D50= 9 in. T = 15.75 in. From Figure MD-22 Use Type "L" Riprap Appendix A Pond Volume Calculations WQCV South Basin-Basin 1 Average Area Method = ((Al +A2)/2) ' Stage Depth = Stage Volume(CF) Elevation Acculative Contour Area (NAVD 29) z Volume of Volume (ft ) Stage (ft3) (ft3) 5155.80 2606.84 229.3 666.4 5155.7 1979.65 168.8 437.1 5155.60 1397.32 115.8 268.2 5155.5 917.81 74.1 152.5 5155.40 565.1 44.2 78.3 5155.3 318.89 23.2 34.1 5155.20 145.28 9.1 10.9 5155.1 36.69 1.8 1.8 5155.00 0 0.0 0.0 Pond Volume Calculations WQCV West Basin-Basin 3 Average Area Method = ((Al +A2)/2) * Stage Depth = Stage Volume (CF) Elevation C Acculative Contour Area (NAVD 29) s Volume of Volume (ft ) Stage (ft3) (ft3) 5155.8 1661.57 144.5 420.1 5155.7 1228.51 104.5 275.6 5155.6 862.48 71.3 171.1 5155.5 564.16 45.3 99.8 5155.4 341.56 26.6 54.5 5155.3 190.45 17.5 27.9 5155.2 158.99 9.2 10.4 5155.1 24.47 1.2 1.2 5155.0 0 0.0 0.0 Pond Volume Calculations WQCV Average Area Method = ((Al +A2)/2). Stage Depth = Stage Volume(CF) Elevation Acculative Contour Area (NAVD 29) z Volume of Volume (ft ) Stage (ft3) (ft3) 5156.3 5156.2 5156.1 8465.63 783.0 2995.3 WQCV is 2,435 CF 5156.0 7193.87 636.0 2212.3 Actual Volume equals 5155.9 5526.68 489.8 1576.3 2603.8 CF @ 5156.05 5155.8 4268.41 373.8 1086.6 5155.7 3208.16 273.4 712.7 5155.6 2259.8 187.1 439.3 5155.5 1481.97 119.4 252.2 5155.4 906.66 70.8 132.8 5155.3 509.34 40.7 62.0 5155.2 304.27 18.3 21.3 5155.1 61.16 3.1 3.1 5155.0 0 0.0 0.0 Appendix A WQCV Release Plate Design Point 1 Q=CdA(2gh)'5 Eq. 11.4.3.B City of Greeley Storm Drainage Volume II Where: Q =flow(CFS) A= area (ft2) A = rrr2 g =gravitational constant= 32.2 ft/sec2 h = head on orifice measured from centerline of opening (ft) Cd= 0.65 r= 0.0334 ft = 0.4008 in Diameter= 0.802 in A = 0.0035 ft2 Head Hole Head Hole Head Hole Stage Volume 1 (ft) 2 (ft) 3 (ft) Elevation (CF) O Bottom of Pond Time(sec) Time(min) Accumulat Q1(CFS) Qf(CFS) Qa„g(CFS) to release to release ive Time of Stage of Stage of Stage stage stage (min.) Flow rate of WQCV Plate 5156.1 2995 1.10 0.0192 0.0183 0.0187 159945 2665.8 2665.8 5156.0 2212 1.00 0.0183 0.0173 0.0178 124205 2070.1 4735.8 5155.9 1576 0.90 0.0173 0.0164 0.0168 93567 1559.4 6295.3 5155.8 1087 0.80 0.0164 0.0153 0.0158 68669 1144.5 7439.8 5155.7 713 0.70 0.0153 0.0142 0.0147 48394 806.6 8246.3 5155.6 439 0.60 0.0142 0.0129 0.0135 32438 540.6 8787.0 5155.5 252 0.50 0.0129 0.0116 0.0122 20601 343.3 9130.3 5155.4 133 0.40 0.0116 0.0100 0.0108 12312 205.2 9335.5 5155.3 62 0.30 0.0100 0.0082 0.0091 6819 113.6 9449.2 5155.2 21 0.20 0.0082 0.0058 0.0070 3057 50.9 9500.1 5155.1 3 0.10 0.0058 0.0000 0.0029 1058 17.6 9517.7 5155.0 0 0.00 0.0000 0.0000 0.0000 0 0.0 9517.7 Total Time (hr)= 158.6 Rainfall Intensity(inches per hour) O N W A c.ru a J co (D >0 O O O O O 0 O O O O O p o o 0 O 0 0 O O 0 0 O 0 0 ______I.......,_ ._:_i_ �_Ls _ 0 - _ - - - I "m ; ___1,__C r _ _ _ _ _r___ ___�,7__r T iX _ I _ ___r�___r __ __ r . _'rr;?. _ _ _Sr i 1 Xr i I O ' I F . LI41II j- c JJ 1 [ , N a 1' I 1-I - I ! ..._ o - - - r' l_ O - I i I I - - - L -- 0 ,$TYO I/44- City and County of Broomfield TITLE: TIME-INTENSITY-FREQUENCY CURVES I�`; DETAIL DRAWING NUMBER: 600-4 °•� e' ENGINEERING DEPARTMENT DATE: 12/11/2012 4 N. 'Ii� 2 9431350 4431370 4431390 4431410 4431930 4431950 4431970 9931490 > Iw°59'4TW _ yyIi. Iw°44TW it...$ v , rte 'i' fry. 1 , t'".J.7 -e , Oz �z1 'f ,'al• ; ..•.��`�c ?Irv_ f r -'t'• •5 J4`XJFa`4"'. ',,y'. CI A "7,, ` .t�l � . r.. • rh :•}' ice• '_:J r 50 .5 r4• .r mil o 3 I k•''it ; - : , 1 •a, pq > „_ , 1) 4�1 8 o m ., \ I'-S t_ " i. l • 0 b ,Fa 1Cn Z • •.•� 5 LA)z t tit. q. �i• \ ••,." c ov 85 g 'E Av.ff,_ ' ti r 't 7v"7-- i • , - m co 4 yt) • 'r i.°> ; i _tom 4 , •'. O II C PE'v -- , ;girl'6 �%�41 'f r" �.., k ' errk r ..\ ` , !' r `s° 4 ��(( • . !9 3 y' ti,r 1 4 1 :' , p. ,iiiz : 0,"‘ . t o ••••••",;„ N lI♦ t:a t map f: t4 P� kI 1 �+m. s• .jam I 1 •ri !Oicora« 3 is-� - - J - - •—•.:-•:-'. •.• ':' ✓; �,r • •al J N v3{S ' •. :• tJ. • -Lk .-'4 . y'1 4FA -• �.'rot.� '. �A(,O3^, 0 0 �w°59'H•w --, Iw°5839 W A u 4431350 9431370 4931390 4931410 4431930 9431450 4431470 4931490 4 4 ,, L o z O d O C 0 , • W N 2 3_ m N > 2 0 0 o • tr, • • • na . Z Z Z II t td ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ v " F. co s. m m £ a l0 z o 0 o m m > 0 Z 0 0 o m m a m > a a 0 0 ° 0 0 o r g o 0 0 c ow a D N N 6 N l0 O O N O_ O R E W 01 Ca 3 D a � 'o r m m d E O ® x m � s � a ;, DODD D D Z a a C a m O. o z C - 0 O N N z o o o co m m m, c 1° g a n da' 2 o m a 'v m m o o c u m - �. o)j a N d N 2 d o 0 o. - a o j 2 N n n 'o_ C d 9 N d d 1 N N N d 0 0 Cr130 g d co o a _ 3 = C 0 n l° a J m 2 'r O c n N O_ C a 2 3 -° n ,< o m 0 c O S c” R O C O ry 2 d Q N o d 1,,- .S o l° ac _ ._on3Md S l° d EEmm D. o N m 3 m m m o C d J n d a-0 N N N d J d 2. N 3 v - s �^. Od rC @ '0 cmm ' �' mO CO ^ 3 a10 J o 'o c a 0'0 d r '0 D 2 o a o n 0 o d o 0 O m s O 3 `p. m w O-9 6 0 d N m w > a ^ O a5 . -.A.a S m C d . 0 . -I , _ a. 2 C 6O d mN dN Wdnm Nd 'O NJ EL .7a0 - N m alo_o d °i Ti gunm Nddom CD 3C `° < v � w s ., o lJ O co cri Q —m m $ D 2. o- z 0' O a o a 3 m D d J a N2 g N F.2 O ,.O N m r d d Q N N d 8 3 m� Q n m .o, as oa 02 �' 3 0 0000 3 3 �_ 4 N 0' y d N O 0 0 3 m�. n m C Q a .Zl N m 0 d a D. o- 3 oO m mg ° 3 mmoa2 Kvm o s - m.a o- Z ≤ P -a CO m D CD CD M F O m e v 9, m O F 2 O = 0 3 0 m 0 O O d 0- o v o 0 C m O o' O 0 w o: x d in O J a d coo co N p o N 0-CD -, o N S m v d d > � � os a m v 'd Y co.m aCD moa v° ° a 03s °, m F- O - 5-- 5" D (n o a C m d 0 •-'G 2 m 0_ _ J0 d 0 N _ m a �, d O ; coo -0 3 o CO moos m= v m Er CD da m 3 o Q N N CI C o d a 0' N (ll . 0 0 _. m n J n Z ?) Na N N N .1 =',113 ^ * `r'N J N O C `a 3 to _ N m 3 =+ 3 m a O m m 3 a' 0 a to oc5c. a N N d d a C a m d m 'OJ s d o a j �O O d a -01 ` 0 a N D I U, } d 0 0 n 0 d d N E Ni an _ a 0 0 d a am d a o m S. db N 3 N O J — o N N la co"' p 0 N C p O_ o a W Hydrologic Soil Group—Weld County,Colorado,Southern Part Hydrologic Soil Group 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 AOI 66 Ulm clay loam,0 to 3 C 3.7 100.0% percent slopes Totals for Area of Interest 3.7 100.0% 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 (ND, 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 (ND, 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 Component Percent Cutoff: None Specified USDA Natural Resources Web Soil Survey 7/19/2013 a Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Weld County,Colorado,Southern Part Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 7/19/2013 'I'. Conservation Service National Cooperative Soil Survey Page 4 of 4 N F WblEbb @C HEM, aS6IEbb 0E61Ebb 0[biEbb O6E[Ebb ()GUCCI; a5flf6b • m cn M.6EJ6.00T I ULCERS oLOL N O - CL C` ty'a r' �.y.. !♦ 1ri'1 Ay1.�Y -ty ; •' °1 N rsr. , � ar .Y < t',•t ��. ♦yR ;yf � .-:.•I"-:rte �{ .s.w,� {�7•`T" t. };: T •'.f it,'. Ry,yT"R^ .---��NS— r 1 {yl +i^. -Via• :/ $II - C ,}�WC�ti. � i`� ♦ y jtjçp 'I .. { 4,' -feet. i4 -t. I •?.rw ;,-14124.7...; A � `. .•y, m 7 i tea • E �, « uf � y 1'�. . ice ../4 CO o 1 0111111,• IV .. a l r . • Tea '*' ! yy, ! °• �'c j t c !�` � 5' 1 �Ts s -1i; ot i S ` r g a y ,.\ sur . T, a♦tt�� • t 76 Z O m Z r r �' • . a i =(A(` `tom' '_ _ ic 2 ca a •` 1 •r /asp.'. } iii ' a ig ate g < 8� Sri-♦y• -S ;c 1Yc• i r'�-,. • r .� 'J • ' i,. i�� _ `S g U a .� •r♦ . y� a r ,q g y ° • C 15 O II 4 410 m1v%S 001 l I • 41,-44.135 4'0O a6PIEb6 OLDiEbb OSblEbb 0Eb1Ebb 0ID[Ebb C6ElEbb OLDEN' Osticit ill qN 3 § mm ai N 22 , ] ( \ 0 _ : )e « 6 & } \ k: Z a 6 -a822 0 \ \ \/ )} 2 = <L 000 \ _ \\� 0 a ° ): i0 | f) C \ 2 - § ( \ \ [� ; ! a § ) 28g_ ` _ )a §'6222 Fo 0c [ { }/ EL ( \` ) \ ( ( }! ( { � � { 0 } ! / g : ! , ) ! O ! 4 \ / }{[) } 7/ ) : E}) ) r = — : . - w « , l ; s ;a 0 1; — - f 0 ® lie 2 t \] 2 : 0 \ { ( 2 . ® § e ! ! # ) O2 \ N f7 . \ { /) { \ ! \ . Eeg : , _ 60 \ {\ E : ) 0 ) •/ ] {) ) E \ /! }7] ) # / { \\ • \ \ / / Ho_o 0 \6 \ 2 o \\ 0 - /2 \ :a 0§ - = ; / : > « o cc / ; 5 = ` _ _ s J Cl I � ea < � \ I ! \ � § ) S \ _ ^ : } \ '5 250DS 5 022gm,= a 68 5 ) \ } -6-m._ 9ex0X � & a4 « @o > + 2 ■ aa > 2 \ \ \ q Soil Map—Weld County,Colorado,Southern Part Map Unit Legend Weld County,Colorado,Southern Part(CO618) Map Unit Symbol Map Unit Name Acres in AOI Percent of AO1 66 Ulm clay loam,0 to 3 percent 3.7 100.0% slopes Totals for Area of Interest 3.7 100.0% USDA Natural Resources Web Soil Survey 7/19/2013 a Conservation Service National Cooperative Soil Survey Page 3 of 3 1 4431360 443 380 443 400 443 440 4431460 443 480 443 500 _ ,._58— <? « = m, - 8 �z ; 22 . . . 0! . » . « - � � ®®�� 1:5 ;:� ■E -- - ww 2\ -. — . . ■� .y . 1410,40 I1 a0E § \ \ ; ; t , i | ( \\\k( » ■ ® | I@ © a ] ,8 , § 1( k ` y j . - $ § ® o | \ cm | \ » : \ 3 cv 8 al , | « » , • | _ h & | _ , } Fr 8I;a 8 !! 01 g § ■ 2 % ' ; . en / ; t / ■ I 2 , ! 3 § r § I ! ; ■ $ � A el , § I . § 8 . I _aptial �� ^ k dil| — _ � | J§ (§ --- 443 380 443 no 443 400 443 420 443 440 443 480 443 480 m _ 184'56.313* 2 ! k Cw }\ o 2 ) x { � \ - k 00072 —Zm ( ■ Ef ® E | � | � : • Ifa — |DC k r o | | * ` ` � ' � a k 2 � a - a m / ! 0 a. Cu 03 C. z 03 CD 0 • )0 § @ |( #0 a 9 (� 2 |J§ 2 | 7% 22 Q»! ■ 2 E$!: | 2 $CD $§}) ) 4\ 14 0 --\-- §\ /- \k * ! r \ !®!E _ C ' ■• 2 - S EflO } a ;kt, CO R_ }� #c\ W 7232■ 5 % E E ■.", . , }�� } k 04) � k` 2 gg jz /\i} 0 0 \ - �!)� 7 50 /! 2=� ; E! CS 0 ! -n 4 &i {K� \ \*30 k f = k R. @-0 0 a -- , | - s a l t en ■ iri §\ { k(2 7 | §}& / ; / f22 m §Q n e3 § ! !!!! ! •; ! 3 2�! § $ \ § J •! ar5@ - i 2 z ad i� § § ia = , ! !g & 2m ! `2Ca| 3 • \\ } ( � a §a Small Commercial Buildings—Weld County,Colorado,Southern Part PKE Investments Small Commercial Buildings Small Commercial Buildings—Summary by Map Unit—Weld County,Colorado,Southern Part(CO618) Map unit Map unit name Rating Component name Rating reasons Acres in Percent of AOI symbol (percent) (numeric values) AOl 66 Ulm day loam,0 Very limited Ulm(85%) Shrink-swell(1.00) 4.0 100.0% to 3 percent slopes Totals for Area of Interest 4.0 100.0% Small Commercial Buildings—Summary by Rating Value Rating Acres In AOI Percent of AOl Very limited 4.0 100.0% Totals for Area of Interest 4.0 100.0% USDA Natural Resources Web Soil Survey 5/23/2012 Conservation Service National Cooperative Soil Survey Page 3 of 4 PKE Investments Small Commercial Buildings—Weld County,Colorado,Southern Part Description Small commercial buildings are structures that are less than three stories h �n(CO618) do not have basements. The foundation is assumed to consist of spread ft of reinforced concrete built on undisturbed soil at a depth of 2 feet or at tilt n Percent of AOI of maximum frost penetration,whichever is deeper. The ratings are based soil properties that affect the capacity of the soil to support a load without mo 1.0 100.0% and on the properties that affect excavation and construction costs.The pn that affect the load-supporting capacity include depth to a water table, pon flooding, subsidence, linear extensibility(shrink-swell potential), and r.o 100.0% compressibility(which is inferred from the Unified classification of the soil). properties that affect the ease and amount of excavation include flooding,I a water table, ponding, slope, depth to bedrock or a cemented pan, hardni of Aol bedrock or a cemented pan, and the amount and size of rock fragments. 100.0% The ratings are both verbal and numerical. Rating class terms indicate the 100.0% to which the soils are limited by all of the soil features that affect the specif "Not limited"indicates that the soil has features that are very favorable for specified use. Good performance and very low maintenance can be expel "Somewhat limited" indicates that the soil has features that are moderate') favorable for the specified use.The limitations can be overcome or minim' special planning,design, or installation. Fair performance and moderate maintenance can be expected."Very limited"indicates that the soil has one features that are unfavorable for the specified use.The limitations general') be overcome without major soil reclamation, special design, or expensive installation procedures.Poor performance and high maintenance can be w Numerical ratings indicate the severity of individual limitations.The ratings shown as decimal fractions ranging from 0.01 to 1.00.They indicate gradt between the point at which a soil feature has the greatest negative impact use(1.00)and the point at which the soil feature is not a limitation(0.00). The map unit components listed for each map unit in the accompanying S by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Dati are determined by the aggregation method chosen.An aggregated rating shown for each map unit. The components listed for each map unit are or that have the same rating class as listed for the map unit.The percent corr of each component in a particular map unit is presented to help the user t understand the percentage of each map unit that has the rating presenter Other components with different ratings may be present in each map unit. ratings for all components, regardless of the map unit aggregated rating, viewed by generating the equivalent report from the Soil Reports tab in W Survey or from the Soil Data Mart site. Onsite investigation may be neede validate these interpretations and to confirm the identity of the soil on a gi Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff: None Specified Tie-break Rule: Higher 5/23/2012 Web Soil Survey 3 of 4 USDA Natural Resources '� Conservation Service National Cooperative Soil Survey Septic Tank Absorption Fields—Weld County,Colorado,Southern Part PKE Investments Septic Tank Absorption Fields Septic Tank Absorption Fields—Summary by Map Unit—Weld County,Colorado,Southern Part(CO618) Map unit Map unit name Rating Component name Rating reasons Acres In Percent of AOI symbol (percent) (numeric values) AOI 66 Ulm clay loam,0 Very limited Ulm(85%) Slow water 4.0 100.0% to 3 percent movement(1.00) slopes Totals for Area of Interest 4.0 100.0% Septic Tank Absorption Fields—Summary by Rating Value Rating Acres In AOI Percent of AOl Very limited 4.0 100.0% Totals for Area of Interest 4.0 I 100.0% USDA Natural Resources Web Soil Survey 5/23/2012 Conservation Service National Cooperative Soil Survey Page 3 of 5 2' 8 d O y N to a v to %E 2 d m ct8 E z0 a 2 002°c ✓ la 0. 250'5 o a41) co co fl 8 t Q omE _ _ E Qx o o `m 9 pppr c� to g n g i_ N y E (cc foe o y 5 pp Z O N -5 E n Q2 m 0 20.0m a tJ oZ p N .c AE re In N v oE�m o gnr D Zoo E ak<a m c y • Aso n'E LL• 0• 0 '"g q v,o o U 11 N F A g-0 er C E a m$' ? c a - S a Q E 01 ce :S 2 V y o• A 0 2.0o 2o, IL . 8 ac, nn'voa 0 5 ..To IS $u dj aEe o m n to E2'EL n E $u '^S° 10 oaEic s Ego c0 C a y "o <. 'm Sg ng 0. `3 -to id g N get o oo '0 nw ¢ ooaa E y o c °'8' E� oo $mak tk: oa. m 0fa.o0 0. .0 ' d o E mad '—' r"° 3Rd3 n we °• RineERE o f 3 w E o.on a n15U Fro yy `o a) m o N CO `0 Z. W 0 0 a C N ' E _ � 0 o m U a 0 a o 0 0 Y " co 0 ca 1 a Z .5 co To .O • a E ✓ D a To 4 E2 To Z 7, y S U E E W E E .E c c w uJ CD a c n « 9 0 • = m o 0 W t `o E E E 3 z q _ E w tO w n E ¢ ry J « E o mg. o 0 o E !e g 5 c m 8 N 'w a E < N 0 > N Z Z U c N r K E J g S Q E + u • a aflo ❑ ❑ ❑ n • s` ; 2LI1 Zi1 . . m N q 4 N 0. 3 I- n mZ y 0 C O O re• q @m a 2 Co zo 61 Septic Tank Absorption Fields—Weld County,Colorado,Southern Part PKE Investments Septic Tank Absorption Fields Septic Tank Absorption Fields—Summary by Map Unit—Weld County,Colorado,Southern Part(CO618) Map unit Map unit name Rating Component name Rating reasons Acres in Percent of AOI symbol (percent) (numeric values) AOI 66 Ulm clay loam,0 Very limited Ulm(85%) Slow water 4.0 100.0% to 3 percent movement(1.00) slopes Totals for Area of Interest 4.0 100.0% Septic Tank Absorption Fields—Summary by Rating Value Rating Acres in AOI Percent of AOI Very limited 4.0 100.0% Totals for Area of Interest I4.0 100.0% USDA Natural Resources Web Soil Survey 5/23/2012 a Conservation Service National Cooperative Soil Survey Page 3 of 5 Small Commercial Buildings—Weld County,Colorado,Southern Part PKE Investments Small Commercial Buildings Small Commercial Buildings—Summary by Map Unit—Weld County,Colorado,Southern Part(CO618) Map unit Map unit name Rating Component name Rating reasons Acres in Percent of AOI symbol (percent) (numeric values) AOI 66 I Ulm clay loam,0 Very limited Ulm(85%) Shrink-swell(1.00) 4.0 100.0% to 3 percent slopes Totals for Area of Interest 4.011 100.0% Small Commercial Buildings—Summary by Rating Value Rating Acres in AOl Percent of AOl Very limited I 4.0 100.0% Totals for Area of Interest 4.0 100.0% USDA Natural Resources Web Soil Survey 5/23/2012 a Conservation Service National Cooperative Soil Survey Page 3 of 4 Small Commercial Buildings—Weld County,Colorado,Southern Part PKE Investments Description Small commercial buildings are structures that are less than three stories high and do not have basements. The foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. The ratings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load-supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility (shrink-swell potential), and compressibility (which is inferred from the Unified classification of the soil). The properties that affect the ease and amount of excavation include flooding, depth to a water table, ponding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very favorable for the specified use. Good performance and very low maintenance can be expected. "Somewhat limited" indicates that the soil has features that are moderately favorable for the specified use. The limitations can be overcome or minimized by special planning, design, or installation. Fair performance and moderate maintenance can be expected."Very limited"indicates that the soil has one or more features that are unfavorable for the specified use.The limitations generally cannot be overcome without major soil reclamation, special design, or expensive installation procedures. Poor performance and high maintenance can be expected. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen.An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit.The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff. None Specified Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 5/23/2012 Conservation Service National Cooperative Soil Survey Page 4 of 4 iV • 4 4 OOS CH OH CH OH CH OH CH Ott CH Nt CH OIL CH OK CH Mel AC AS.POI .6C.95.POI R O a /'mil i� * w 140 z 4 0 8 r ris -,t. lit L F • co § y4 , y1 t , ii M i - * ci I Cj w¢ i co 48 ti 53 i it ft o o ii o ro ii CO D � C S ., 8 • 1 F. 9 x 9 € R 8 • S I A q A A 1 Si w- g' o o II i _ o al2Q z Q .0085.pal I ' .S/,C9.rol p 009 CH OHLCH OartCH OH Y OLILCH OD CH OM CH OBC CH D So 4 NM Q C 6 a cQ N `� °1-C CO o g u3 g _ry 5o %Y m 3m v a .oc a m cE'35 tri pg ° e'en m 1'1' E Li) ,E 8 E !O a q� n a g q M N g 2 o r jn D y Errol Mt$ m Etc)0 Z 604 p{1 cr'f E m Q ® L 8' a O. .z c rs N L -Mgt ro C re x Q a `Ro E� `m m 3nm D UR w of<a w 0 , 22 "=. c d,N $ g - ₹ E,c1°S' Z 8 rS g g � m u ¢ _ �- 02 a .go 219 a a 3 t 8291 " 8 ..pEnP $0 - w 8 8E21 a V _ 0.200▪ m 2 2 Sp qa ell DE E- I, LA"; t o fgfE 3E A m at d�W € ogp8 10 lJ p $ L 2 v ZJ C 0e at E W R• E '-° 'm24 ; g2A s ' t f 4EmE 5 s F 3 wE n3 aE N53U En aim o F 8 gt 0 O m 6 @ a g O m o w f U Vc mg c E S g 3 m o 3 U -o ow w C Y O V-- m o z 0 o a _g • O 0o ≤ I : .,- ›, Z g U i w s ' 5 . = s a O CaJ s p• P @ = 9• w m C $ !rcp5 a li < N m Q Z m 2 0 0 O Z A U .. N • ¢ 9 = 2 3 9 • I 4 m a 3 0 uZ E y O C O▪ O w• 0 N O Pa • O Z 1 Hydrologic Soil Group-Weld County,Colorado,Southern Part PKE Investments Hydrologic Soil Group Hydrologic Soli Group—Summary by Map Unit—Weld County,Colorado,Southern Part(CO615) Map unit symbol Map unit name Rating I Acres In AOI Percent of AOI 6e Ulm clay loam,0 to 3 percent C 4.0 100.0% slopes Totals for Area of Interest 4.0 100.0% 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(ND, 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(ND, 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 Component Percent Cutoff. None Specified Tie-break Rule: Higher USDA Natural Resources Web Soil Survey 5/23/2012 Conservation Service National Cooperative Soil Survey Page 3 of 3 IN S h,, i 002 CH Nit CHY .00,02.t01 Oct CH OW CH Olt CH 001. CH 02C CH 09C CH N..- . N Y .6C IS.1-01 ;P. Q 4- O N v 8 . i N d - K $ $ $ . 8 8 8 C m 8 C. 4 o $ E C J $ o u) a S m 0 8 g U ; 8- Z-47)- [ C U o h O N S o fN r 4 F opo 8 8 F $ r 8 y r 8 9 y € R S 1. I N. gi o 0 yam, ay k�.,t2-‹. n o .o6.e2.6o1 N.L. n �.'-r' ax.. �4 `�"..`.'y.3tiR��r.rEf L 464 -41.;4141 .R ZU o021ft6 006LfHt 00fLEt6 Ott LCyt ,.Ot.2S.601 QI�GA LCtt oOY I[t6 MULCH NNff11 OBE IfYy c ( tt a ecm c \/! k } } \ t !! 2in m { ) § ! # ; / A ! + 2 Icn !! { / / & {; [ ! b ! c k ) ( !n5 w ` § Em 0 ! � `§ ® .( - ! // k { \ °fE § a / } \w f $f [y ® ) � m-4 » §!F ! e{ r E ;#� \ j \ ) r7 ; ! ! 2iN ! / {y { /}&/ < \ u I'k O _t •D /crEm ) {i | \/} / a ! k [ ° ! ` ® $+ > tiflE! \ { \ {- tr /` - +7 {r ` {!f= - { ! u^ ; | ,m! t[ e { ! !0. ) /J f !ik§ ! F //0 ! ! 00 0 }{{/ 0 0 a t/ /k = \ .0/ E/ +:To co To 76 z 2 \ - — _ O / - f { O _ ! « « . LW \ j / 615 : � l : f M 7. f ' >0ZZ 40 (0 $ J \ \ \ \ < ! - ° } ° , . ■ w = COO � f ] � ( a tJ ,.: ! ! \k / \ q Small Commercial Buildings—Weld County,Colorado, Southern Part PKE Investment:: Small Commercial Buildings Small Commercial Buildings—Summary by Map Unit—Weld County,Colorado,Southern Part(CO616) Map unit Map unit name Rating Component name Rating reasons Acres In Portent of AOI symbol (percent) (numeric values) AOI 66 Ulm day loam,0 Very limited Ulm(85%) Shrink-swell(1.00) 4.0 to 3 percent 100.0% slopes Totals for Area of Interest 4.0 100.0% Small Commercial Buildings--Summary by Rating Value Rating Acres In AOI Very limited PorceM of AN 4.0 100.0% Totals for Area of Interest 4.0 100.0%. USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/23/2012 Page 3 of 4 Small Commercial Buildings—Weld County,Colorado,Southern Part -- _ PKE Investments Description Small commercial buildings are structures that are less than three stories high and do not have basements. The foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. The ratings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs.The properties that affect the load-supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility(shrink-swell potential), and compressibility(which is inferred from the Unified classification of the soil). The properties that affect the ease and amount of excavation include flooding, depth to a water table, ponding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited" indicates that the soil has features that are very favorable for the specified use. Good performance and very low maintenance can be expected. "Somewhat limited"indicates that the soil has features that are moderately favorable for the specified use. The limitations can be overcome or minimized by special planning, design, or installation. Fair performance and moderate maintenance can be expected.'Very limited"indicates that the soil has one or more features that are unfavorable for the specified use.The limitations generally cannot be overcome without major soil reclamation, special design, or expensive installation procedures. Poor performance and high maintenance can be expected. Numerical ratings indicate the severity of individual limitations.The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00) and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen.An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit.The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff' None Specified Tie-break Rule: Higher USDA Natural Resources Web Soil Survey �� Conservation Service 5/23/2012 National Cooperative Soil Survey Page 4 of 4 Septic Tank Absorption Fields—Weld County,Colorado,Southern Part PKE Investments Septic Tank Absorption Fields Septic Tank Absorption Fields—Summary by Map Unit—Weld County,Colorado,Southern Part(CO618) Map unit Map unit name Rating Component name • Rating reasons Acres in - Percent of AOI symbol (percent)) (numeric values)_ AOI 66 Ulm clay loam,0 Very limited Ulm(85%) Slow water to 3 percent 4.0 100.0% slopes movement(1.00) Totals for Area of Interest ----— --—._ 4.0 100.0%0%II Septic Tank Absorption Fields—Summary by Rating Value • Rating Acres InAO1 Percent'of AOI Very limited 4.0 100.0% Totals for Area of Interest 4.0 _ 100.0% USDA Natural Resources a Conservation Service Web Soil Survey National Cooperative Soil Survey 5/23/2012 Page 3 of 5 Small Commercial Buildings—Weld County,Colorado, Southern Pan PKE Investments Small Commercial Buildings Small Commercial Buildings—Summary by Map Unit—Weld County,Colorado,Southern Part(CO618) Map unit Map unit name Rating Component name Rating reasons Acres in Percent ofAO1 symbol (percent) (numeric values) AO' 66 Ulm clay loam,0 Very limited Ulm(85%) to 3 percent ) Shrink-swell(1.00) 4.0 100.0% slopes 1 Totals for Area of Interest ---- 4.0 100.0%7 IIIIIIIINCIallii Acres In AOI . - Percent of AOl Very limited _ 4.01 100.0%I Totals for Area of Interest _ 4.OI 100.0%I t15OA Natural Resources Web Soil Survey National Cooperative Soil Survey 5/23/2012 a Conservation Service Page 3 of 4 Small Commercial Buildings—Weld County,Colorado,Southern Part PILE Investments Description Small commercial buildings are structures that are less than three stories high and do not have basements. The foundation is assumed to consist of spread footings of reinforced concrete built on undisturbed soil at a depth of 2 feet or at the depth of maximum frost penetration, whichever is deeper. The ratings are based on the soil properties that affect the capacity of the soil to support a load without movement and on the properties that affect excavation and construction costs. The properties that affect the load-supporting capacity include depth to a water table, ponding, flooding, subsidence, linear extensibility(shrink-swell potential), and compressibility(which is inferred from the Unified classification of the soil). The properties that affect the ease and amount of excavation include flooding, depth to a water table, ponding, slope, depth to bedrock or a cemented pan, hardness of bedrock or a cemented pan, and the amount and size of rock fragments. The ratings are both verbal and numerical. Rating class terms indicate the extent to which the soils are limited by all of the soil features that affect the specified use. "Not limited"indicates that the soil has features that are very favorable for the specified use. Good performance and very low maintenance can be expected. "Somewhat limited"indicates that the soil has features that are moderately favorable for the specified use. The limitations can be overcome or minimized by special planning, design, or installation. Fair performance and moderate maintenance can be expected.'Very limited"indicates that the soil has one or more features that are unfavorable for the specified use.The limitations generally cannot be overcome without major soil reclamation, special design, or expensive installation procedures. Poor performance and high maintenance can be expected. Numerical ratings indicate the severity of individual limitations. The ratings are shown as decimal fractions ranging from 0.01 to 1.00. They indicate gradations between the point at which a soil feature has the greatest negative impact on the use (1.00)and the point at which the soil feature is not a limitation (0.00). The map unit components listed for each map unit in the accompanying Summary by Map Unit table in Web Soil Survey or the Aggregation Report in Soil Data Viewer are determined by the aggregation method chosen.An aggregated rating class is shown for each map unit. The components listed for each map unit are only those that have the same rating class as listed for the map unit.The percent composition of each component in a particular map unit is presented to help the user better understand the percentage of each map unit that has the rating presented. Other components with different ratings may be present in each map unit. The ratings for all components, regardless of the map unit aggregated rating, can be viewed by generating the equivalent report from the Soil Reports tab in Web Soil Survey or from the Soil Data Mart site. Onsite investigation may be needed to validate these interpretations and to confirm the identity of the soil on a given site. Rating Options Aggregation Method: Dominant Condition Component Percent Cutoff. None Specified Tie-break Rule: Higher USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/23/2012 Page 4 of 4 iv OOS CI* OGr CYr MY Clt Ott CM OLP CH-.PC,OS.MI OOr LM OK CH OKLM Nth .JC.0S.101 0 0 t. r - W Er 6 k ti.i $ 1 7! 8 9i °C; �?- A .. ca d $ o O5 a ID L. 53 _ 6 53 c j • Jnt o N Ulu It 829 x to 8 to o co .o '•� z O 8 8 17 y . * gj $ fi « ... A C G R 8 i It ;; 1 A 0 ill � i o o h ate.. byy h ;{ zz �,�3*�4>?r � r ..:� �,' �., ... .�� s•i. �� uAeS r..h Y' k $ .04�OS.401 f ✓ a.f .,i T ��yyr�ry` Z� to oar Mt Olt ICfrt 00 ICI* OALCr1 •G4 NO.rOl [� OO1lCrt OBC I[Y4 pBCICH 0 $ f ° a r } \ 0 ` , E ; [t \ \} } k \ F f § ) a0 t E § I$ § / ` o '% ^ \ ] ! _ § t{§ R inc § \{ji \ ! :§ [ f) * ,— E / - °(r, § a /{! / k& \ f/ [ g W - ° r 2ml ! ! , E ) \ 7 roc ) §\{ ) {\ # [& {$ � ! )! ! a° 3§( {/ RE f |{;$ 8 . 284- \ a a + ^� . # .. ® ! ! 7k 0- . a § • ! L . � � [ [{ E !! E . t { a /2J7 E ! g{` ', 44!! ` oil' a / t ■ ! � f| ! co . {f (� \ oil' [ ft ; / f2 [) $ c (/{ \; m f kagm $ 2 w 2 3« �. � B ,«O `! L0 3 §!{ 8 {{ fcc � \ $/ «e e4 f O z ! 72 5 1 _ ` 3 { e { § ` ( } t2 ! / \ f » f � « m ° 000Z • ) | \ ! ! / / / k Ia._ f § g • § SH ■ Og ■ O E • ILiI | Z }\ / { MI Hydrologic Soil Group—Weld County,Colorado,Southern Part PKE Investments Hydrologic Soil Group Hydrologic Soil Group—Summary by Map Unit—Weld County,Colorado,Southern Part(Cone) Map unit symbol Map unit name Rating I Acres In AOI I Percent of AOI 66 Ulm day loam,0 to 3 percent C slopes 4.0 100.0% Totals for Area of Interest 4.0 100.0% 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 (ND, B/D, and CID). 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 (ND, 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 Component Percent Cutoff. None Specified Tie-break Rule: Higher USDA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 5/23/2012 Page 3 of 3 Hazardous Materials Handling Lubricating oil is stored on site (approx 20 Gals) in a weather tight van style box. All waste oil is temporarily stored in 55 gal. drum located on a four foot square grated secondary containment tank. This is stored inside a separate metal enclosure with an additional 3'" containment bottom. The waste oil containment system is housed in a metal weather proof unit. Mesa Oil Inc. pumps the waste oil drum when necessary. No used antifreeze is stored on site. All vehicles are serviced off site. All flammables materials are stored in explosion proof lockers —used paint is dryed on cardboard and properly disposed of as stated in the Material Safety Data Sheet. A copy of the Material Safety Data Sheets for all of the hazardous materials used at the site can be found in the main office. Dust Abatement Plan Mag-chloride or other approved dust inhibitor shall be applied to the site drive and parking areas if required. The approved dust inhibitor will then be applied annually and/or as needed. EXHIBIT "A" PROJECT NUMBER: NH IRCX 025-3 (109) UNIT 3 UTILITY EASEMENT NUMBER: 322 PROJECT CODE: 91032 DATE: FEBRUARY 01, 1999 LEGAL DESCRIPTION A Utility Easement No. 322 of the Department of Transportation, State of Colorado, Project No. NH IRCX 025-3 (109) UNIT 3 containing 0.048 hectares (0. 118 acres) , more or less; being a portion of Lot 1 of the Althen-Boyer Commercial Unit Development as described in Book 769, Reception No. 1691369 of the Weld County Clerk and Recorder's Office, said Utility Easement being situated in the south 1/2 of the southwest 1/4 of Section 23, Township 1 North, Range 68 West, of the Sixth Principal Meridian, in Weld County, Colorado, said Utility Easement being more particularly described as follows : Commencing at the southwest corner of said Section 23, thence along the westerly line of the southwest 1/4 of said Section 23 N 00° 13' 56" W, a distance of 344.430 meters (1, 130.02 feet) ; Thence departing the westerly line of the southwest 1/4 of said Section 23 N 89° 26' 52" E, a distance of 30.241 meters (99.22 feet) to a point on the southerly line of said Lot 1, said point also being the true POINT OF BEGINNING; 1. Thence departing the southerly line of said Lot 1, being 30.240 meters (99.21 feet) easterly of and parallel with the westerly line of the south 1/2 of the southwest 1/4 of said Section 23 N 00° 13' 58" W, a distance of 26. 964 meters (88. 46 feet) to a point on the southeasterly right-of-way line of the Bull Canal as described in Book 429, Page 260; 2. Thence along the southeasterly right-of-way line of said Hull Canal N 56° 38' 48" E, a distance of 17 . 910 meters (58.76 feet) ; 3. Thence departing the southeasterly right-of-way line of said Bull Canal S 00° 13' 58" E, a distance of 36. 667 meters (120.30 feet) to a point on the southerly line of said Lot 1; 4 . Thence along the southerly line of said Lot 1 S 89° 26' 52" W, a distance of 15.000 meters (49.21 feet) to the true POINT OF BEGINNING; The above described Utility Easement contains 0.048 hectares/ 477 .2 square meters (0. 118 acres/5, 137 square feet) , more or less. The purpose of the above referenced Utility Easement is for a common utility easement to accommodate relocated and future utilities, also to provide a common access drive 1 P322-UE BASIS OF BEARING: Being a line between CDOT control point No. 303 (M.P. 229. 40) , a 3 1/4" diameter aluminum cap and CDOT control point No. 304 (M.P. L229.54) , a 3 1/4" diameter aluminum cap, said line bears N 00° 14 ' 05" E, a distance of 228.125 meters (748 .44 feet) , determined by a Global Positioning Systems control survey, performed for CDOT. Said control points are standard type 2 CDOT control monuments as shown on CDOT Project No. NH IRCX 025-3 (109) UNIT 3 right-of-way plans MWR 04 1999 PRELIMINARY DANIEL P. WILMETH P.L.S. #25384 For and on behalf of J. F. Sato and Associates 5898 South Rapp Street Littleton, Co. 80120 e 2 P322-UE EXHIBIT "A" PROJECT NUMBER: NH IRCX 025-3 (109) UNIT 3 PARCEL NUMBER: 322 PROJECT CODE : 91032 DATE: FEBRUARY 01, 1999 LEGAL DESCRIPTION A tract or parcel of land No. 322 of the Department of Transportation, State of Colorado, Project No. NH IRCX 025-3 (109) UNIT 3 containing 0.033 hectares (0.082 acres) , more or less; being a portion of Lot 1 of the Althen- Boyer Commercial Unit Development as described in Book 769, Reception No. 1691369 of the Weld County Clerk and Recorder's Office, said tract or parcel being situated in the south 1/2 of the southwest 1/4 of Section 23, Township 1 North, Range 68 West, of the Sixth Principal Meridian, in Weld County, Colorado, said tract or parcel being more particularly described as follows: Commencing at the southwest corner of said Section 23, thence along the westerly line of the southwest 1/4 of said Section 23 N 00° 13 ' 58" W, a distance of 344.430 meters (1,130.02 feet) ; Thence departing the westerly line of the southwest 1/4 of said Section 23 N 89° 26' 52" E, a distance of 30.241 meters (99.22 feet) to a point on the southerly line of said Lot 1, said point also being the true POINT OF BEGINNING; 1. Thence along the southerly line of said Lot 1 S 89° 26' 52" W, a distance of 15.000 meters (49.21 feet) to the southwest corner of said Lot 1, also being a point on the easterly right-of-way line of Interstate 25 as described at Book 1477, Page 279; 2. Thence departing the southerly line of said Lot 1 along the easterly right- of-way line of said Interstate 25 N 00° 13 ' 58" W, a distance of 17.261 meters, (56.63 feet) to a point on the southeasterly right-of-way line of the Bull Canal as described in Book 429, Page 260; 3. Thence departing the easterly right-of-way line of said Interstate 25 along the southeasterly right-of-way line of said Bull Canal N 56` 38 ' 48" E, a distance of 17.910 meters (58.76 feet) ; 4 . Thence departing the southeasterly right-of-way line of said Bull Canal, being 30.240 meters (99.21 feet) easterly of and parallel with the westerly line of the south 1/2 of the southwest 1/4 of said Section 23 5 00° 13 ' 58" E, a distance of 26. 964 metersa(88.46Afeet) to the true POINT OF BEGINNING; The above described tract or parcel contains 0.033 hectares/ 331.7 square meters (0.082 acres/3,570 square feet) , more or less. 1111111 VIII 1111111 11 1111111 1111 111111 111 11111 IIII I'll 2762515 04/18/2000 03:48P JA Suki Tsukamoto 2 of 3 R 15.00 D 0.00 Weld County CO 1 P322-ROW BASIS OF BEARING: Being a line between CDOT control point No. 303 (M.P. 229.40) , a 3 1/4" diameter aluminum cap and CDOT control point No. 304 (M.P. 229. 54) , a 3 1/4" diameter aluminum cap, said line bears N 00° 14 ' 05" E, a distance of 228.125 meters (748.44 feet) , determined by a Global Positioning Systems control survey, performed for CDOT. Said control points are standard type 2 CDOT control monuments as shown on CDOT Project No. NH IRCX 025-3 (109) UNIT 3 right-of-way plans. P W/2,6 'r12-2,C-91" 25384 _ ti '9A! LA �,/1 DANIEL ,P...WILMETH P.L.S. #25384 For and on behalf of J.F. Sato and Associates 5898 South Rapp Street Littleton, Co. 80120 111111 11111 1111111 III 11111111111 11111111111111111 IIII 2762515 03:41313 JA Sukl Tsukamoto of R 15.00 D 0.00 Weld County CO 2 P322-ROW STATE OF COLORADO Region 4 Traffic Section ,�® DOT 1420 2nd St. Greeley, Colorado 80631 (970)350-2148 Fax:(970) 350-2198mosmarimilEmilematummessi Db®OF T Permit No. 413068 August 2,2013 To: Mark Taylor P.O. Box 319 Greeley, CO 80631 Dear Pennittee or Applicant: 1. Please review the attached State Highway Access Permit(Form#101)and all enclosed attachments. 2. If you choose NOT to act on the permit,please return the permit unsigned. 3. If you wish to APPEAL the Terms and Conditions of the permit,please refer to the attached Form 101, Pages 2 and 3 for an explanation of the appeal procedures. 44 If you ACCEPT the Permit'and its Termsand Conditions and are authorized to sign as legal owner of the property or as an authorized representative please sign and date the Access Permit form on the line Marked-7EIZIvtIT'IBE'2.,Your signature confirms yburagreement to'all the listed.Terms and Conditions. Provide a check or money order made Quito he jurisdiction named on the next line for 0:4'0100 due. Make chick or money order payable to:CDOT < . Amount Due; 11'00.00 6. You must return the entire Aceess Permit,including all pages of terms and conditions and-all attachments,along with your'payment tiack to the ColoraduDepartm'ent of Transportation (CLOT)at the address noted below.The Departtii'eht will process and`returti to you a signed copy of your State 73ighway Acces's Permit:Yon may retain this coveraetter for;your records 7. If you fail to sign and return the attached Access Permit within 60 days of the date of this transmittal letter, Colorado Department of Transportation will consider this pennit withdrawn and void. 8. As described in the attached Terms and Conditions,you must make a written request to obtain a Notice to Proceed. DO NOT begin any work within the State Highway Right-of-Way without a validated Access Permit and Notice to Proceed. Use of this permit without the Colorado Department of Transportation's validation shall be considered a violation of State Law. If you have any questions, please call Tim Bilobran at(970)350-2163. Please return Access Permit and attachments to: Region 4 Traffic Section 1420 2nd St. Greeley, Colorado 80631 COLORADO DEPARTMENT OF TRANSPORTATION COOT Permit No. 413068 STATE HIGHWAY ACCESS PERMIT State Highway No/Mp/Side I 25 F / 231.323 / R Permit fee Date of transmittal Region/Section/Patrol Local Jurisdiction $100.00 8/2/2013 4 /01 /9-Longmont Weld County The Permittee(s); Applicant: Ref No.: PKE Investments Limited Partnership Mark Taylor 30081 Weld County Road 25 P.O.Box 319 Greeley,CO 80631 Greeley,CO 80631 970-352-0100 Is hereby granted permission to have an access to the state highway at the location noted below.The access shall be constructed,maintained and used in accordance with this permit,Including the State Highway Access Code and any attachments,terms,conditions and exhibits.This permit may be revoked by the Issuing authority if at any time the permitted access and Its use violate any parts of this permit.The Issuing authority,the Department and their duly appointed agents and employees shall be held harmless against any action for personal Injury or property damage sustained by reason of the exercise of the permit Location:This access is located on the 1.25 E.Frontage Road, a distance of 1705 feet north of mile post 231 on the east/right side of the road. Access to Provide Service to: (Land Use Code:) (Size or Count) (Units) , 110-General Light Industrial 62 ADT Additional I nfonnation: • • MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Signature Print Name Title Date Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Bruce Bamett with the Colorado Department of Transportation in Greeley, Colorado at(970) 350-2147, at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property sewed by the permitted access and have full authority to accept the permit and its terms and conditions. Permittee Signature Print Name Date This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION Signature Print Name Title Date(of issue) Copy Distribution: Required: Make copies as necessary for: Previous editions are obsolete and may not be used (Region 3.Stafi Access Section I real Authority Inspector Page 1 of 3 CDOT Form A101 5/07 2.Applicant 4.Central Files MTCE Patrol Traffic Engineer State Highway Access Permit PERMIT EXPIRATION Form 101, Page 2 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date The following paragraphs are excerpts of the State Highway or before the expiration of any authorized extension. When Access Code. These are provided for your convenience but the permittee is unable to commence construction within one do not alleviate compliance with all sections of the Access year after the permit issue date, the permittee may request a Code. A copy of the State Highway Access Code is one year extension from the issuing authority. No more than available from your local Issuing authority(local government) two one-year extensions may be granted under any or the Colorado Department of Transportation (Department). circumstances. If the access is not under construction within When this permit was issued, the Issuing authority made Its three years from date'of issue the permit will be considered decision based in pad on information submitted by the expired.Any request for an extension must be In writing and applicant, on the access category which is assigned to the submitted to the issuing authority before the permit expires. highway, what alternative access to other public roads and The request should state the reasons why the extension is streets is available, and safety and design standards. necessary, when construction is anticipated, and include a Changes in use or design not approved by the permit or the copy of page 1 (face of permit) of the access permit. Issuing authority may cause the revocation or suspension of Extension approvals shall be in writing. The local issuing the permit. authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the APPEALS Department of all denied extensions within ten days. Any 1. Should the permittee or applicant object to the denial of person wishing to reestablish an access permit that has a permit application by the Department or object to any of expired may begin again with the application procedures.An the terms or conditions of a permit placed there by the approved Notice to Proceed, automatically renews the Department, the applicant and perrittee (appellant) have a access permit for the period of the Notice to Proceed. right to appeal ,the decision to the [Transportation] Commission [of Colorado]. To appeal a decision, submit a CONSTRUCTION request for administrative hearing to the Transportation 1. Construction may not begin until a Notice to Proceed is Commission of Colorado within 60 days of transmittal of approved. (Code subsection 2.4] notice of denial or transmittal of the permit for signature. Submit the request to the Transportation Commission of 2. The construction of the access and its appurtenances Colorado, 4201 East Arkansas Avenue, Denver, Colorado as required by the terms and conditions of the permit shall 80222-3400. The request shall include reasons for the be completed at the expense of the permittee except as appeal and may include changes, revisions, or conditions provided in subsection 2.14. All materials used in the that would be acceptable to the permittee or applicant. construction of the access within the highway right-of-way or on permanent easements, become public property. Any 2. Any appeal by the applicant or permittee of action by a materials removed from the highway right-of-way will be. local Issuing authority shall be fled with the local authority disposed of only as directed by the Department.All fencing, and be consistent with the appeal procedures of the local guard rail, traffic control devices and other equipment and authority. materials removed in the course of access construction shall be given to the Department unless otherwise instructed by 3. In submitting the request for administrative hearing, the the permit or the Department inspector. appellant has the option of Including within the appeal a request for a review by .the Department's internal 3. The permittee shall notify the individual or the office administrative review committee pursuant to [Code] specified on the permit or Notice to Proceed at least two subsection 2.10.When such committee review is requested, working days prior to any construction within state highway processing of the appeal for formal administrative hearing, right-of-way. Construction of the access shall not proceed 2.9(5) and(6), shall be suspended until the appellant notifies until both the access permit and the Notice to Proceed are the Commission to proceed with the administrative hearing, Issued.The access shall be completed in an expeditious and or the appellant submits a request to the Commission or the safe manner and shall be finished within 45 days from administrative law judge to withdraw the appeal. The two Initiation of construction within the highway right-of-way. A administrative processes, the internal administrative review construction time extension not to exceed 30 working days committee, and the administrative hearing, may not run may be requested from the individual or office specified on concurrently. the permit. 4. Regardless of any communications, meetings, 4. The issuing authority and the Department may inspect administrative reviews or negotiations with the Department the access during construction and upon completion of the or the internal administrative review Committee regarding access to ensure that all terms and conditions of the permit revisions or objections to the permit or a denial, If the are met. Inspectors are authorized to enforce the conditions permittee or applicant wishes to appeal the Department's of the permit during construction and to halt any activities decision to the Commission for a hearing, the appeal must within state right-of-way that do not comply with the be brought to the Commission within 60 days of transmittal provisions of the permit, that conflict with concurrent of notice of denial or transmittal of the permit. highway construction or maintenance work, that endanger highway property, natural or cultural resources protected by right-of-way or any adopted municipal system and drainage law, or the health and safety of workers or the public. plan. 5. Prior to using the access, the permittee is required to 11. By accepting the permit, permittee agrees to save, complete the construction according to the terms and indemnify, and hold'harmless to the extent allowed by law, conditions of the permit. Failure by the permittee to abide by the issuing authority, the Department, Its officers, and all permit terms and conditions shall be sufficient cause for employees from suits, actions, claims of any type or the Department or issuing authority to Initiate action to character brought because of injuries or damage sustained suspend or revoke the permit and close the access. If in the by any person resulting from the permittee's use of the determination of the Department or issuing authority the access permit during the construction of the access. failure to comply with or complete the construction requirements of the permit create a highway safety hazard, CHANGES IN ACCESS USE AND PERMIT VIOLATIONS such shall be sufficient cause for the summary suspension 1. It is the responsibility of the property owner and of the permit If the permittee wishes to use the access prior permittee to ensure that the use of the access to the to completion, arrangements must be approved by the property is not in violation of the Code, permit terms and issuing authority and Department and included in the,permit. conditions or the Act The terms and conditions of any permit The Department or issuing authority may order a halt to any are binding upon all assigns, successors-in-interest, heirs unauthorized use of the access pursuant to statutory and and occupants. If any significant changes are made or will regulatory powers. Reconstruction or improvement of the be made in the use of the property which will affect access access may be required when the permittee has failed to operation,traffic volume and or vehicle type,the permittee or meet required specifications of design or materials. If any property owner shall contact the local Issuing authority or the construction element fails within two years due to Improper Department to determine if a new access permit and construction or material specifications,the permittee shall be modifications to the access are required. responsible for all.repairs.Failure to make such repairs may result in suspension of the permit and closure of the access. 2. When an access is constructed or used in violation of the Code, section 43-2-147(5)(c), C.R.S., of the Act applies. 6. The pennittee shall provide construction traffic control The Department or issuing authority may summarily devices at all times during access construction, in suspend an access permit and immediately order closure of conformance with the M.U.T.C.D.as required by section 42- the access when its continued use presents an immediate 4-104, C.R.S.,as amended. threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24, C.R.S. 7. A utility permit shall be obtained for any utility work within highway right-of-way. Where necessary to remove, MAINTENANCE relocate, or repair a traffic control device or public or private 1. The permlttee, his or her heirs, successors-in-Interest, utilities for the construction of a permitted access, the assigns, and occupants of the property serviced by the relocation, removal or repair shall be accomplished by the access shall be responsible for meeting the terms and permittee without cost to the Department or Issuing conditions of the permit, the repair and maintenance of the authority, and at the direction of the Department or utility access beyond the edge of the roadway Including any cattle company. Any damage to the state highway or other public guard and gate, and the removal or clearance of snow or ice right-of-way beyond that which is allowed in the permit shall upon the access even though deposited on the access in the be repaired immediately.The permittee is responsible for the course of Department snow removal operations. Within repair of any utility damaged in the course of access unincorporated areas the Department will keep access construction,reconstruction or'repair. culverts clean as part of maintenance of the highway ' drainage system. However, the permittee is responsible for 8. In the event it becomes necessary to remove any right- the repair and replacement of any access-related culverts of-way fence, the posts on either side of the access shall be within the right-of-way. Within Incorporated areas, drainage securely braced with an approved end post before the fence responsibilities for municipalities are determined by statute is cut to prevent any slacking of the remaining fence. All and local ordinance. The Department will maintain the posts and wire removed are Department property and shall roadway including auxiliary lanes and shoulders, except in be turned over to a representative of the Department. those cases where the access installation has failed due to improper access construction and/or failure to follow permit 9. The permittee shall ensure that a copy of the permit is requirements and specifications in which case the permittee available for review at the construction site at all times. The shall be responsible for such repair. Any significant repairs permit may require the contractor to notify the individual or such as culvert replacement, resurfacing, or changes in office specified on the permit at any specified phases in design or specifications, requires authorization from the construction to allow the field inspector to inspect various Department. aspects of construction such as concrete forms, subbase, base course compaction,and materials specifications.Minor changes and additions may be ordered by the Department or local authority field Inspector to meet unanticipated site conditions. 10. Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the Form 101, Page 3 COLORADO DEPARTMENT OF TRANSPORTATION Environmental Clearances Information Summary PURPOSE-This summary is Intended to inform entities external to CDOT that may be entering the state highway right-of-way to perform work related to their own facilities(such as Utility, Special Use or Access Permittees),about some of the more commonly encountered environmental permits/clearances that may apply to their activities. This listing is not all-Inclusive-additional environmental or cultural resource permits/clearances may be required in certain instances. Appropriate local,state and federal agencies should be contacted for additional information if there is any uncertainty about what permits/clearances are required for a specific activity,.IMPORTANT—Please Review The Following Information Carefully—Failure to Comply With Regulatory Requirements May Result In Suspension or Revocation of Your CDOT Permit,Or Enforcement Actions By Other Agencies CLEARANCE CONTACTS•As indicated in the permit/clearance descriptions listed below,the following individuals or agencies. may be contacted for additional information: • Colorado Department of Public Health and Environment(CDPHE):General Information—(303)692-2035 Water Quality Control Division(WOW):(303)692-3500 Environmental Permitting Website http://www.cdphe.state.co.us/permits.aso. • CDOT Waler Quality Program Manager.Rick Willard(303)757-9343 httpj/www,coloradodot.info/programs/environmental/water- • Quality • COOT Asbestos Project Manager:Theresa Santangelo-Dreiling,(303)512-5524 • Colorado Office of Archaeology and Historic Preservation:(303)868-3395 • U.S.Army Corps of Engineers, District Regulatory Offices: Omaha District(NE Colorado),Denver Office(303)9794120 htte://www.nwo.usace,annv.mil/html/od-tiftri-lakes.himl Sacramento Dist.(Western CO),Grand Junction Office(970)243-1199 )ittp://wily,spk.usace.annv.mil/cespk-co/renulalorv/ Albuquerque District(SE Colorado),Pueblo Reg. Office(719)-543.6915 http://www,spa.usace.armv.milfree/ • CDOT Utilities,Special Use and Access Permitting:(303)757-9654 http://www.dot.state.co.uslPermitst y Ecological Resources—Disturbance of wildlife shall be avoided to the maximum extent practicable. Entry Into areas of known or suspected threatened or endangered species habitat will require special authorization from the CDOT permitting office. If any threatened or endangered species are encountered during the progress of the permitted work,work in the subject area shall be halted and the COOT Regional Permitting Office and Region Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by COOT prior to the continuation of work. Information about threatened or endangered species may be obtained from the COOT wabsite,http://coloradodot.info/programs/environmental/wildlife/guidelines or the Colorado Division of Wildlife website htlo://wildlife.state.co.us/WildiifeSpecles/SneciesOfConcem/. Additional guidance may be provided by the appropriate Region Planning and Environmental Manager(RPEM). Cultural Resources—The applicant must request a file search of the permit area through the Colorado Office of Archaeology and Historic Preservation(OAHP),Denver,to ascertain if historic or archaeological resources have previously been identified. Inventory of the permit area by a qualified cultural resources specialist may be necessary,per the recommendation of COOT. If archaeological sites/artifacts or historic resources are known td exist prior to the initiation of the permitted work or are encountered as the project progresses,all work in the subject area shall be halted and the CDOT Regional Permitting Office and Region Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Office and RPEM. Contact Information: Contact the OAHP for file search at(303)886-3395. paleontological Resources-The applicant must request a fossil locality file search through the University of Colorado Museum, Boulder,and the Denver Museum of Nature and Science to ascertain if paleontological resources have been previously identified. Inventory of the permit area by a qualified paleontologist may be necessary,per the recommendation of COOT. If fossils are encountered during the permitted work, all work in the subject area shall be halted and the CDOT Regional Permitting Office and Region Planning and Environmental Manager shall be contacted immediately. Authorization must be provided by CDOT prior to the continuation of work. Additional guidance may be provided by the Regional Permitting Office in the Permit Special Provisions. Contact Information:Contact the CDOT Paleontologist at(303)757-9632. Hazardous Materials,Solid Waste-The Solid Wastes Disposal Sites and Facilities Act C.R.S.30-20-100,et al,and Regulations Pertaining to Solid Waste Disposal Sites and Facilities(6 CCR 1007-2),prohibit solid waste disposal without.an approved Certificate of Designation(a landfill permit). The Colorado Hazardous Waste Act C.R.S.25-15-301 et al,and the Colorado Hazardous Waste Regulations(6 CCR 1007-3)prohibit the transfer,'storage or disposal(TSD)of hazardous waste except at permitted TSD sites. There are no permitted landfills or TSD sites within the State Highway Right of Way. Therefore,all solid or hazardous wastes that might be generated by the activities of entitles entering the State Highway Right of Way must be removed from the ROW and disposed of at a permitted facility or designated collection point(e.g.,for solid waste,a utility or construction company's own dumpster). If pre-existing solid waste or hazardous materials contamination(including oil or petroleum contaminated soil,asbestos,chemicals, mine tailings, etc.)is encountered during the performance of work, the permltee shall halt work in the affected area and Immediately contact the CDOT Regional Permitting Office for direction as to how to proceed. Contact Info:Andy Flurkey,CDOT Hazardous Materials Project Manager,(303)512-5520. — Asbestos Containing Materials,Asbestos Contaminated Soil—All work on asbestos containing materials(ACM)must comply with the applicable requirements of the CDPHE Air Pollution Control Division's(APCD)Regulation 8. Disposal of ACM,and work done in asbestos-contaminated soli,must comply with the CDPHE Hazardous Materials and Waste Management Division's(HMWMD)Solid Waste Regulations. The application for any CDOT permit must specifically Identify any ACM involved in the work for which authorization is being requested. Additional guidance or requirements may be specified in the permit special provisions. Contact info:CDPHEAPCD and HMWMD Regulations can be accessed via the CDPHE Environmental Permitting Website listed above. Additional information concerning clearance on CDOT protects is available from the COOT Asbestos Project Manager(303)512- 5519, or Theresa Santangelo-Dreiling, Property Management Supervisor(303)512-5524. Environmental Clearances Information Summary Page 1 of 3 Colorado Department of Transportation . December'10 Transportation of Hazardous Materials-No person may offer or accept a hazardous material for transportation in commerce unless that person is registered in conformance with the United States Department of Transportation regulations at 49 CFR,Part 171. The hazardous malarial must be properly classed,described,packaged,marked,labeled,and in condition for shipment as required or authorized by applicable requirements,or an exemption,approval or registration has been Issued. Vehicles requiring a placard,must obtain authorization and a State HAZMAT Permit from the Colorado Public Utilities Commission. Contact Information: For authorization and more info call the Federal Motor Safety Carrier Administration,US DOT for inter-and intra-state HAZMAT Registration(303)969-6748. Colorado Public Utilities Commission:(303)894-2868. Discharge of Dredged or Fill Material—404 Permits Administered By the U.S.Armv Corps of Engineers,and Section 401 Water Quality Certifications Issued by the CDPHE WQCD-Corps of Engineers 404 Permits are required for the discharge of dredged or 101 materials into waters of the United States,including wetlands. There are various types of 404 Permits,including Nationwide Permits,which are Issued for activities with relatively minor impacts. For example,there is a Nationwide Permit for Utility Line Activities(NWP#12). However,depending upon the specific circumstances,It is possible that either a"General"or"Individual" 404 permit would be required. If an Individual 404 Permit Is required,Section 401 water quality certification from the CDPHE WQCD is also required. Contact the appropriate Corps District Regulatory Office for information about what type of 404 permit may be required(contact information above). Contact the CDPHE Water Quality Control Division at(303)692-3500. Working on or in any stream or its bank-In order to protect and preserve the state's fish and wildlife resources from actions that may obstruct,diminish, destroy,change, modify,or vary a natural existing stream or its banks or tributaries,it may be necessary to obtain a Senate SW 40 certification from the Colorado Department of Natural Resources. A stream is defined as 1)represented by a solid blue line on USGS 7.5'quadrangle maps;and/or 2)intermittent streams providing live water beneficial to fish and wildlife;and/or 3)segments of streams supporting 25%or more cover within 100 yards upstream or downstream of the project;and/or 4)segments of streams having wetlands present within 200 yards upstream or downstream of the project. The Colorado Division of Wildlife(CDOW) application,asper.guidelines agreed upon by CDOT and CDOW, can be accessed at ham://wvnv.colorgdodot.Info/programs/environmental/wfdlife u dell es. Stormwater Construction Permit(SCP)and Stormwater Discharge From Industrial Facilities-Discharges of stormwater runoff from construction sites disturbing one acre or more-or certain types of industrial facilities,such as concrete batch plants-requires a CDPS Stormwater Construction Permit. Contact Information:For Utility/Special Use activities being performed in conjunction and coordination with a COOT highway construction contract,please contact the CDOT Water Quality Program Manager at(303)757- 9343. Otherwise,contact the CDPHE Water Quality Control Division at(303)692-3500. Website: http://www.cciahe—state.co.us/wo/PermitsUnit/Index.html. Construction Dewatering(Discharge or Infiltration)—Discharges of water encountered during excavation or work in wet areas may require a Construction Dewatering Discharge Permit Contact information: For Construction Dewatering Discharge Permits, contact the CDPHE WQCD at(303)692-3500. For Dewatering Application and Instructions,see Section 3 at the CDPHE website: htt:// v�ww cdshe state.co.us w /Permitstinit/FOR SandA lications/A sa dforms e a e html Municipal Separate Storm Sewer System(MS4)Discharge Permit—Discharges from the storm sewer systems of larger municipalities,and from the CDOT highway drainage system that Iles within those municipalities,are subject to MS4 Permits issued by the CDPHE WQCD. For facilities that Ile within the boundaries of a municipality that is subject to an MS4 permit,the owner of such facility should contact the municipality regarding stormwater related clearances that may have been established under that municipality's MS4 permit. All discharges to the CDOT highway drainage system or within the Right of Way(ROW)must comply with the applicableprovisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations Permit#COS- 000005(hitpalwww.coloradodot.Info/programs/envlronmentaUwater-quality/documents/CDOT%20MS4%20Permit.doc/vlew)and COR-O30000(htto://www.cdphe,state_co_us/wq/PermitsUnit/PERMITs/SWpermitsrats/SWConstructionPErmit adf). Discharges are subject to inspection by COOT and CDHPE. Contact the CDPHE Water Quality Control Division at(303)692-3500 for a listing of municipalities required to obtain MS4 Permits,or go to h •//www.cdphe.state,co.us/wq(permitsunit/MS4/MS4Permittees.Pdf. General Prohibition—Discharges-All discharges are subject to the provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations. Prohibited discharges Include, but are not limited to,substances such as wash water,paint, automotive fluids,solvents,oils or soaps and sediment. Allowable non-stormwater discharges can be found at http://www.cobradodot.infe/programs/environmental/water-qualify/glossary.html#AllowabieDIscharge. Contact Information: Contact the CDOT Water Quality Program Manager at(303)757-9343,or the Colorado Department of Public Health and Environment,Water Quality Control Division at(303)692-3500. General Authorization-Allowable Non-Stormwater Discharges-Unless otherwise identified by CDOT or the WQCD as significant sources of pollutants to the waters of the State, the following discharges to stormwater systems are allowed without a Colorado Discharge Permit System permit: landscape Irrigation, diverted stream flows,uncontaminated ground water infiltration to separate storm sewers,discharges from potable water sources,foundation drains,air conditioning condensation,Irrigation water, uncontaminated springs, footing drains;water line flushing,flows from riparian habitats and wetlands,and flow from fire fighting activities. Contact Information: The CDOT Water Quality Program Manager or the CDPHE Water Quality Control Division (telephone#'s listed above). Erosion and Sediment Control Practices-For activities requiring a Stormwater Construction Permit,erosion control requirements will be specified through that permit In those situations where a stormwater permit is not required,all reasonable measures should be taken in order to minimize erosion and sedimentation according to CDOT 208 specifications. In either case,the COOT Erosion Control and Stormwater Quality Guide(most recent version)should be used to design erosion controls and to restore disturbed vegetation.Contact Information:The COOT Erosion Control and Stormwater Quality Guide may be obtained from the Bid Plans Office at(303)757-9313 or from:http://www.dot.slate.co.us/environmentai/envWaterQual/wems4.asq Disposal of Drilling Fluids-Drilling fluids used In operations such as Horizontal Directional Drilling may be classified as"discharges" or"solid wastes',and in general,should be pumped or vacuumed from the construction area, removed from the State Highway Right of Way,and disposed of at permitted facilities that specifically accept such wastes. Disposal of drilling fluids into storm drains,storm sewers,roadside ditches or any other type of man-made or natural waterway is prohibited by Water Quality Control and/or Solid Waste regulations. Small quantities of drilling fluid solids(less than 1 cubic yard of solids)may be left on-site after either being Environmental Clearances Information Summary Page 2 of 3 Colorado Department of Transportation December'10 separated from fluids or after Infiltration of the water,provided:1)the drilling fluid consists of only water and bentonite day,or,If required for proper drilling properties,small quantities of polymer additives that are approved for use in drinking water well drilling;2) the solids are fully contained in a pit, and are not likely to pose a nuisance to future work in the area,3)the solids are covered and the area restored as required by CDOT permit requirements(Utility,Special Use,or Access Permits, etc.). Contact information: Contact the CDOT/CDPHE Liaison or CDOT Water Quality Program Manager. Concrete Washout-Waste generated from concrete activities shall NOT be allowed to flow into the drainage ways,inlets,receiving waters, or In the CDOT ROW. Concrete waste shall be placed in a temporary concrete washout facility and must be located a minimum of 50 feet from state waters,drainageways,and inlets. Concrete washout shall only be performed as specified by the CDOT Environmental Program and shall be In accordance to CDOT specifications and guidelines. Contact Information: Contact the COOT Water Quality Program Manager at(303)757-9343. Website:httD:/M w.coloradodot.info/programs/environmental/water- quality/revised•m-standards•refer to the link Revision of Sections 101, 107. 208, 213 end 620 Water Quality Control One or More Acres of Disturbance for additional guidance. Spill Reporting-Spills shall be contained and cleaned up as soon as possible. Spills shall NOT be washed down into the storm drain or buried. All spills shall be reported to the CDOT Illicit Discharge Hotline at(303)512-4446 (4H20),as well as the Regional Permitting Office and Regional Maintenance Supervisor. Spills on highways,Into waterways, any spill In the highway right-of-way exceeding 25 gallons,or that may otherwise present an Immediate danger to the public shall be reported by calling 911,and shall also be reported to fine CDPHE at 1-877-518-5608. About This Form-Questions or comments about this Information Summary may be directed to Alex Karami,CDOT Safety&Traffic Engineering,Utilities Unit,at(303)757-9841, alex.karami@dot.state.co.us. • • • Environmental Clearances Information Summary Page 3 of 3 Colorado Department of Transportation December'10 6 ° € E 1I Ii *1 Sr '% I/81/ En ��/ ¢ E E °O ° ��{ ° $ ¢ qt. edit 1 •t t �;. -g u a °� f1 C�/) C E v 4E' -o a m 8 ! m n c r �F Ca; ° c a g € g E ° a } L E € v n E a t a e d E i ,Ea T v+ •+ • i, ..� L/n. s € 9 A 9 c' a s O l ° ,=o E ° a o .E :r• fil'4 r ''+� . .. a g w S a .3 ¢ g n 2 p 11 F� : E v ^' c m 2 a m g a t a m E ¢ a ° Qg E 'fy �, •. �� m ,� oo lr o * at a E g 5 o o o E' m 0 E •+'�Id 13• :. ucc Q _g € Cy . t g ttfJii1ki �f;4W {3 „ gm t 'b 4/) 1 r 2 1 1% r giJ e Ca ill EE 1 I O 5 2 lyr ' 4ych.„4 tikla, 55 t- z °_' E i. 1i icce '? _ - Li E i5. O, -5215t .. Jig ; Eq Fa �,i t. .ii+,�d IJ{5�,r" ,y n2 Q.gciPl t A�.} g ,gy�oos . N � a • i [[I :E N,'? o o E ,, bc �� y 1 0 is O Q e a hl• CA'j„ �m� `da $ .s ti _ > p'+z�� ,I4JI1III1!iti aEg9 t9, Eaca •LJ I !ItH k 1h i 3 g �` V 9 cue -8 .8- n c ¢ a .2 Sl E o2 Tgi ioo O f G .. € pqE o 8 � d 2 a 0. 6._�' y q EE} o f a e $ 8? a pryry Y = a a a = E 2 2m q ,, a & F la C •?, -.J8 .'� L Q °+ _ 0 a v c a H = ao �' a ° 6 ti E Y a N = � C€' 2 vc 6N it Ens % [c[ =' ° m 61 _- i � 21' go :8a 8g it g > m Co § e5 ¢ 2 9n0 N .g esd e6� e a = rN '' Ec iI rn ¢e e�O1@ V 3 ° = o x E8 m D ..C2 F¢'.1'e ao E.= �' a` E a d a rn Ea S o a' E rl = a ¢� fl f, $ w y+^. a o Eo � `o Y 3 'a gala: - 5 ' 'e = a a m'O nm d n 2 0 n q m E n _ q ,, E -2 I ;¢ 8 0 4 9 ¢ ,,. -20,-_'• �' L o ° c ° t W .,_,„'2, y s 2 n y d E 3 '. dmj & it .'1 IQ n vai a no „G, 'p�npp ig. y4y g m E = a7 2�p 'a E ':E awEi 1e,o .vcm c° "! Q' 2 1g m ; anguj nst to an FG d .54 Al Efi 'Tv 'Qy .c2 > ,c 't � O E .b a p it a % I g N = 3 5 C E 5 :'.o ° . o ti S=+ y-. 00 e, r0, . .;E ? 3 . E, = 1J mss eaa- = � s ;LLe ee r Xa inf '• Tom ° s f� ` .P.A. a t. ..+.^ o a a 't , • 9 m,'o 0 0 e f g ° �, g 2 . f ':fi� � � n'n E ._.9n S ., ` S E CC} ,, ' • ' . ',..."...41 •.itf . tiQ a a y 5 5 O a. m 3 i o 8 3 3 2 o r I .q._ :t...1:::.RS: .,\; 1 c� A >, m o 2 € m 0 E € ° c -2 H A n ' s' 5E pp c °`a oo4a• VP, . .. an3m € 'oor' i `g c. E=gg. lB1 c ppel 4. - 3 c z 29.2 E„ n-a3 c 3 .8 83 c -8 Ca cy t E m t ar y ..▪ c c — c ca a, m 8 ., c a E € € E 8 e 2 � � w ? o• GL° E 4 ..€i - - R-0R - T3 c 3 •- i. g a e E S �Q y a C' c E E p ra $ E ._ c „ g i'3 8 ,1b V o a &n ° o 9 c MR5 .•2 °.-1@ .22 - ..€ 5 .2212n 1 '� 2 °'o e a E 3 a ° c . ..-3 .#' o a n 8 g >'.c to t3 4 o p c D V °� o a a_ ,o E `o $ ° c a t o a 3 3 c l{ A , g E y � B 8 ? 3@ 2 if aE € q fpm QFQ 'g P '5r3G E' •d = yL a wliii a. &S gq1§ c .` S ° Egg a :m SESm CJ ° E '3a �W5 m Yi .2• „ E2 c, gorn4n ° ��jj a o � .2 c 'a — rt a y t2 g04 c �S'2S5 o E • 9 3 -n° € ea 1° ,c. � 82.= q ^ c - N 2 a E i g S$ fi � P. 8- 29 rag- g l 5 ,• " r 2 u r �i r` 'Ly iii 'a i g g y 'e..a 9 yr B ° m oa � a (? O € Y ca g. 7 € 4Q 1. .1 p� E w F a E' .�°`p • E 2 8'�, = Sv5 q 5 $ c.n " `3c F B n � a 3v _ `lei C'in �.8 Q d2 3 v 3 '2B 3 v u 3 v .� .M 5-0. ---6 E s o $ 3a o E ao la-. cgrTl - � 9n 2 . .aj '5 aH y E tl H � ° '5 g thiu o o % '0 3 23 c b0 Ec E' 8�' ° ° It € m u• 8 L 0 wai Q � ; a co3 Ntl .ry. o. o 28 a Eg y na v ° € o4 :a R, N a. v 6 -12p .. . .'.700 v t. ag t.endn° c a > • 3e a ,. y A occ oo c • . p & a „ .g, 8 m221x car b' E P N gArn s L n ag an— t'no• og � c3 g V g E '�—� i s �'4' ° c ma y E >. b 8i € p'`0 4 3 E lL 5 m y E ° E >. FF 4�isr` iEc 1 :i7 bo i 'o m c 1 ;5E' E h g A 8 t Z. t E L a' v,≤ 3 E q 2 1 m q �. E ? z i ra IJIJJ c� p id 3 T c c 3 ° Ef ° 3 �� o ffti � � '� a 3 .p t ° rn � g � 1 y� ccrn N d ti E lQ S_ ,y ng- 3 = iv ... ca Dine nP d`V 3'8s 3 � intoQ 01 a n 3 . • • m U 6 Lc c d 3 9g C W Fc ,2• ^ c J}lallior"\`��- • _i �{ern.ti<` a a yt . .i € 5 q ° E c c n e w.� ru i��Y, 5`n X 7.1. Bi w € � •• a 1 .E ¢ I g '•-44 ...Tr ar °'Z p3E d' gE Ii a ny 5 r' e b a v ug g wig ' 2 a o '�B t c , E rn ts a tst 2 8 & .3 3 c rn op x 1 _rr.: o.'� c 32 '2 E g E' E E E 3 N a s _$' t o °� 3 sKi•. .•.l,..• o-§,c32 ge.2D 1 p o it 3 2 a t g E o a = w E 7a, g. A _ n o E o E YI o e o 8 .. 8 c c q i.^ c a g n g a 81 5S o .. E ,T4 =' g � � ,y� ; ;� a � 21213 .y_b _ ' r u, g e E -g 2 p c b °v p 8 •• , .. o .a a g 3 E. c p Tv c n j ,la ,'•.... ..1..e",.. . a ° 3 3 p 3 0 OE 4 o LL .72 3 3 4 Ea 3 ¢ 3a3 3 tilt'..:-,,,..1 et 4`o `a 3 �G' a a ■ ■ ■ INNIS State Highway Access Permit Attachment to Permit No.413068-Additional Terms and Conditions 1. If there are any questions regarding this permit, please contact Tim Bilobran at(970)350-2163. 2. The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms, conditions, exhibits, and noted attachments. 3. Incorporated as part of this permit are the following: Application for Access Permit(CDOT Form No. 137) Permit(CDOT Form No. 101) and its two page attachment Exhibits: "A"-Access Plans "B"- Vicinity Map 4. This permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based upon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit. Any changes in traffic volumes or type, drainage, or other operation aspects may render this permit void, requiring a new permit to the be applied for based upon existing and anticipated future conditions. 5. Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction(current edition). 6. If necessary, minor changes, corrections and/or additions to this permit may be ordered by the Department inspector, other Department representative or local authority to meet unanticipated site conditions. Changes may not be in violation of the State Highway Access Code. All major changes to the plans must be approved in writing by the Department prior to commencement of any work on or within the State Highway right-of-way. MI workers within the State Highway right-of-way shall comply with their employer's safety and health policies/procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CFR Part 1910 - Occupation Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. At a minimum, all workers in the State Highway right-of-way, except when in their vehicles, shall wear the following protective equipment: * Head protection that complies with the ANSI Z89-1-1997 standard; * At all construction sites or whenever there is a danger of injury to feet, protective footwear that complies with the ANSI Z41-1999 standard will be worn; * High visibility apparel as specified in the Traffic Control provisions of this permit (at a minimum, ANSUISEA 107-1999, Class 2). Where any of the above-reference ANSI standards have been revised, the most recent version of the standard shall apply. 7. This permit is subject to revocation due to: 1) Noncompliance with the provisions of this permit; 2) Abandonment; 3) Supersedure by new permit covering the same installation; or 4) Conflict with necessary planned highway construction and/or improvements. The Permittee shall promptly terminate occupancy State Highway Access Permit 2 Attachment to Permit No.4]3068 -Additional Terms and Conditions upon notice of cancellation of the permit from the Department, unless a new permit is applied for and granted. 8. Reconstruction and improvements to the access may be required when the Permittee has failed to meet the required design and/or material specifications. If any construction element fails within two years due to improper construction or material specifications, the Permittee is responsible for all such repairs. 9. The Department retains the right to perform any necessary maintenance work in this area. 10. Backing maneuvers within and into the State Highway right-of-way are strictly prohibited. All vehicles shall enter and exit the highway right-of-way in forward movement. Backing into the right-of-way shall be considered a violation of the terms and conditions of this access permit and may result in revocation of the permit by the Department and/or the issuing authority. 11. All costs associated with the maintenance of this access are the responsibility of the Permittee. This includes design, construction, signing and striping,utility relocation,testing of materials, and inspections. 12. Landscaping and site construction shall not obstruct sight distance at any State Highway access point. Landscaping within the State Highway right-of-way requires the Permittee to obtain a CDOT Landscaping Permit from the Traffic/Access Section. The access permit does not authorize that activity. Irrigation of features within the right-of-way may require the Permittee to install a subsurface drain in accordance with CDOT Standard M-605-1 or other approved system. The Permittee shall contact Tim Bilobran at the Greeley Traffic Office, (970) 350-2163 to obtain the Landscaping Permit. 13. Routine, periodic maintenance and'emergency repairs may be performed within the State Highway right-of-way, under the general terms and conditions of the permit. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, will require written authorization from the Department. The Department shall be given proper advance notice whenever maintenance work will affect the movement or safety of traffic on the State Highway. In an emergency, the Department Region Office and the State Patrol shall immediately be notified of possible hazards. 14. If highway right-of-way fence exists or is proposed, the Permittee must contact Tim Bilobran at the Greeley Traffic Office, (970) 350-2163, prior to removal or installation. 15. The access shall be maintained as presently constructed. 16. Surfacing of the access shall be maintained as per Exhibit "A". 17. The access shall be maintained in a manner that will not cause water to enter onto the roadway, and will not interfere with the existing drainage system within the State Highway right-of-way. Drainage to the State Highway right-of-way shall not exceed historical rate of flow. 18. The maintenance of the access and/or further development of this property shall not negatively impact adjacent nearby properties. Correction of the problem and cost resulting from damages shall be borne by the Permittee. State Highway Access Permit 3 Attachment to Permit No. 413068 -Additional Terms and Conditions 19. The Department inspector may suspend any work due to: 1)Noncompliance with the provisions of this permit; 2) Adverse weather or traffic conditions; 3) Concurrent highway construction or maintenance in conflict with permit work; 4) Any condition deemed unsafe for workers or the general public. The work may be resumed upon notice from the Department inspector. 20. It is the responsibility of the Permittee to determine which environmental clearances and/or regulations apply to the project, and to obtain any clearances that are required directly for the appropriate agency prior to commencing work. Please refer to or request a copy of the "CDOT Environmental Clearance Information Summary" (ECIS) for details. The ECIS may be obtained CDOT Permitting Offices or may be accessed via the CDOT Planning/Construction-Environmental Guidance webpage at http://www.dot.state.co.us/environmental/Forms/asp. FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL discharges are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substance such as: wash water, paint, automotive fluids, solvents, oils or soaps. Unless otherwise identified by CDOT or the Colorado Department of Public Health and Environmental (CDPHE) Water Quality Control Division(WQCD) as significant sources of pollutants to the waters of the State, the following discharges to storm water systems are allowed without a Colorado Discharge Permit System Permit: landscape irrigation, diverted stream flows,uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air condition condensation, irrigation water, springs, footing drains, waterline flushing, flows from riparian habitats and wetlands, and flow from fire fighting activities. ANY OTHER DISCHARGES, including storm water discharges from industrial facility or construction sites, may require Colorado Discharge Permit System permits from CDPHE before work begins. For additional information and forms, go to the CDPHE website at: http://cdphe.state.co.us/wq/PermitsUnit/wqu. 21. The Permittee is required to maintain all culverts found at this location and shall provide for proper side slopes. v.vo` COLORADO DEPARTMENT OF TRANSPORTATION suing authority application STATE HIGHWAY ACCESS PERMIT APPLICATION acceptance date: \fl Instructions: - Contact the Colorado Department of Transportation(CDOT)or your local government to determine your issuing authority. - Contact the issuing authority to determine what plans and other documents are required to be submitted with your application. - Complete this form(some questions may not apply to you)and attach all necessary documents and Submit if to the issuing authority. P/ease print - Submit an application for each access affected. or type - If you have any questions contact the Issuing authority. - For additional Information see CDOT's Access Management website at http://www.dol.state.co.us/AccessPermItsAndex.htm I)Property owner(Permittee) 2)Applicant or Age I for permittee (if different from property owner) PKE Investments Limited Partnership ynt/4 —.7 dr- Street address Mailing address 30081 WCR 25 ,J4 p x 3/9 City,state&zip Phone# City,statee•&&zip I Phoned(required) Greeley, CO 80631 970.381.4277 6r fe% CO ,9Oo3/ 970 E-mail address ,3S2-o/co E-mail address if available /2714i/4,8o&tea/ Q /oc. -7 3)Address of property to be served by permit(required) 2240 I-25 Frontage Road 4)Legal description of property:If within jurisdictional limits of Municipality,city and/or County,which one? county oubehtien block to! socoon Weld I Althen-Boyer CUD I Lots 1-5 11 1Ti'N range 5)What State Highway are you requesting access from? 20 I TiN I R68W 6)What side of the highway? I-25 Frontage Road ON OS LIE OW 7)How many feet is the Proposed access from the nearest mile post? How many feet is the proposed access from the nearest cross street? 900' feetflN OSQE RW)from: WCR 6 900' 8 What is the afeet�N ❑SQEQW)from: WCR 6 date you intend to begin construction? 7/17/1996 9)Check here if you are requesting a: (Q new access ntemporary access(duration anticipated: ©change in access use r"]removal of access ) Defenimpcation of anto iing access �elocetlon of existing access(provide detail) 10)Provide existing property use Manufacturing/Sheet Metal Inc. 11)Do you have knowledge of any State Highway access permits serving this property,or adjacent properties In which you have a property Interest? Ono Oyes,if yes-what are the permit number(s)and provide copies; and/or,permit date: 12)Does the property owner own or have any Interests in any adjacent property? Ono ©yes,if yes-please describe: 13)Are there other existing or dedicated public streets,roads,highWays or access easements bordering or within the property? []no ©yes,it yes-list them on your plans and Indicate the proposed and existing access points. 14)If you are requesting agricultural field access-how many acres will the access serve? N/A 15)If you are requesting commercial or industrial access please Indicate the types and number of businesses and provide the floor area square footage of each. business/land use square footage business square footage Industrial light Manufacturing 112,500 I 16)If you are requesting residential developement access,what is the type(single family,apartment,townhouse)and number of units? type number of units type number of units N/A I I 17)Provide the following vehicle count estimates for vehicles that will use the access.Leaving the property then returning is two counts. Indicate if your counts are r of passenger care end Gehl'rucks et-peakLcuLvolumes p of multi unll]redo al-peak-hour volumes peak hour volumes or average daily volumes. 56 0 S of single unit vehicles In excess of 30 II. a of farm vehicles(field equipmenl) Total count of all vehicles 2 0 58 Previous editions are obsolete and may not be used Page 1 of 2 COOT Form/1137 01/10 la)Check with the issuing authority to determine which of the following documents are required to complete the review of your application. a) Properly map Indicating ether access,bordering roads and streets. e) Subdivision,zoning,or dovetopment plan. h) Highway and driveway plan profile. 0 Proposed access design. c) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easements. d) Map and letters detailing utility locations before and after h) Traffic studies. development in and along the right-of-way. I) Proof of ownership. 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage htip://www.dot.state.co.us/environmental/Forms.asp. 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations -including, but not limited to the applicable sections of 29 CFR Part 1910 -Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, ANSI/ISEA 107.1999, class 2); head protection that complies with the ANSI Z89.1-1997 standard;and at all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above-referenced ANSI standards have been revised, the most recent version of the standard shall apply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: chttp://www.dot.state.co.us/DesignSupport/>, then click on Design Bulletins. If an access permit is issued to you, it will stale the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Applicant-or Agent ler�/amities signature Print name Date 7/6P//0xO/3 c__,,7,,,4 Mark Taylor If the applicant is not th owner of theproperty, oby the owner or their legally authorized epresentative or th acceptable writtennpeividtence)also s be signature ned hall constitute agreement with this application by all owners-of-interest unless stated in writing. If a permit is issued, the property owner, In most cases, will be listed as the permittee. Properly owner signature Print name Dale Phil Erby for PRE Investmen Previous editions are obsolete end may not be used Page 2 oft CDOT Form/1137 01/10 ` C2.000.%C2.000.%II,WJNn=PIrl o 014111,4Mi 'f-T A -.7.-n-.... recoc\ 4tl.tt! PP[F.4.4 REM..".►1•...V 9.!]=9Y L.[ LW - CM tit COL 44N lY Vf f ' �. r . 77 �/1O 'j' oa 3NO2 4(1! sz-1 o►zz 'I07.(YL SBTIV Y OCffA 3NO2 d0 39NVH3 ., a,nf I 1 I It } p 4 • .. �.....�.[...._ 1ti.i f 1jd41i.pja .1, . .. • Ji taija = 4 IA oiegNfbt ;11 4 42.5;, e ' I. T1 ll j� 14a is �3 i Us 11 19i R11 "4" g S '1 s! 1 1,3.11181 ff. I F - it 41 Uji4E1i16113t!I ID 8 E ! h 114 14ti 1 • 5 ` IN H N •'1 F — -ii IIA sIII 151 I1 I a —Z , 1j �4 8g 411 Pill t,i 131 a cj 4.12 rgr a 11 y 8 a 46 + as NI; Iti °al 1 • 4 8f " 7 fil 1- a Wit a y t i I '1 i ti f 1.11, at; • a �= gill ji a1 E ' �' ill 1 Ufa 'a/'� � { laa ° ! ; 1,'i �iaii J Y s Eyy1 jyy, ,ii 5 z 3 c j1, •' 2� ' i ajl ti s f iii °I 1,10 {yh Iis ; ,• \ 1.34E 1 11l deII it 11 i to d Ita, td i i jj — 3 • a i i r. I ( - ij ' ��b ' °= F 11 I oa.l 1,Jj i, i , ti, �Si On. it,-1f j1 �# U F j a a lJ 1,l' e¢ log =h NI i i _1 i 11 i 1,t i Lig i I i onartl) _ =t��, mil! iii,- 11' f" 1 r 1,l'' ti I ( l s �s d ,ici� j3�� b �i1 �t �fa��( � {t �' j! I 2Y a a-5 �iftlllei aA.il 211 21f v; c, 2 l b 2?-i_ i*COKE: Street Atlas USA®2006 V1J oaco-i� Vicinity Map for Access Permit #413068 " _ c Exhibit "B" � , � N a Piklandi-,' t , L ` I r 1 ( IIi - i C ,, 1 i ____ -,,---.5 ' tataCoal-A11na..1 lion a •nal 232 I 232 ®I „ Sanlocation. •alnt Vrains _v. 87 Dick J 4 ii l 87 81 rY29 7 ______ =_a_lp�"- BASS INF en _. :sa 1. a 4429 Z •. _ 1 g II Gmnan Reservoir No t yr y } 1 till —,________0--L— Data use subject to license. TN* Scale 1:50,000 ©2005 DeLorme.Street Atlas USA®2008 r,wt,.•) , , m - , N wow delorme corn 1".4,166.7 ft Data Zoom 12.0 COLORADO DEPARTMENT OF TRANSPORTATION Issuing authority application STATE HIGHWAY ACCESS PERMIT APPLICATION acceptance date: Instructions: - Contact the Colorado Department of Transportation(CDOT)or your local government to determine your issuing authority. - Contact the issuing authority to determine what plans and other documents are required to be submitted with your application. - Complete this form(some questions may not apply to you)and attach all necessary documents and Submit it to the issuing authority. Please print - Submit an application for each access affected. or type - If you have any questions contact the issuing authority. - For additional information see CDOT's Access Management website at http://www.dot.state.co.us/AccessPermlts/index.htm 1)Property owner(Permittee) 2) Applicant or Agegt for permittee (if different from property owner) PISS Investments Limited Partnership /12d/ a-✓%r Street address Mailing address 30081 WCR 25 /?12. (fix 3/9 City,state&zip Phone# City,y�state&zip Phone#(required) Greeley, CO 80631 970.381 .4277 crr et'%/ Co 9063/ 970 ,Jc2-o roc) E-mail address E-mail a,ddress if available /Y/2r ylv� C(.3% %}a/rn.Cr .v 3)Address of property to be served by permit(required) 2240 I-25 Frontage Road 4)Legal description of property:If within jurisdictional limits of Municipality,city and/or County,which one? county subdivision block lot section township range Weld I Althen-Boyer CUD ' Lots 1-5 11 123 I T1N I R68W 5)What State Highway are you requesting access from? 6)What side of the highway? I-25 Frontage Road EN ❑S ❑� E OW 7)How many feet is the proposed access from the nearest mile post? How many feet is the proposed access from the nearest cross street? 900' feet iN❑S❑E nW)from: WCR 6 900' feet UN ❑S❑E OW)from: WCR 6 8)What is the approximate date you intend to begin construction? 7/17/1996 9)Check here if you are requesting a: ❑new access ntemporary access(duration anticipated: ) nimprovement to existing access O change in access use nremoval of access Qelocation of an existing access(provide detail) 10)Provide existing property use Manufacturing/Sheet Metal Inc. 11)Do you have knowledge of any State Highway access permits serving this property,or adjacent properties in which you have a property interest? Ono ©yes,if yes-what are the permit number(s)and provide copies: and/or,permit date: 12)Does the property owner own or have any interests in any adjacent property? flno ayes,if yes-please describe: 13)Are there other existing or dedicated public streets,roads,highways or access easements bordering or within the property? no ©yes,if yes-list them on your plans and indicate the proposed and existing access points. 14)If you are requesting agricultural field access-how many acres will the access serve? N/A 15)If you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of each. business/land use square footage business square footage Industrial light Manufacturing 112,500 16)If you are requesting residential developement access,what is the type(single family,apartment,townhouse)and number of units? type number of units type number of units N/A 17)Provide the following vehicle count estimates for vehicles that will use the access.Leaving the property then returning is Iwo counts. Indicate if your counts are H of passenger cars and light trucks algeak-hou volumes it of multi unit trucks al-peak-hour volumes peak hour volumes or average daily volumes. 56 0 P of single unit vehicles in excess of 30 It. k ol farm vehicles(field equipment) Total count of all vehicles 2 0 58 Previous editions are obsolete and may not be used Page 1 of 2 COOT Form#137 01/10 18)Check with the issuing authority to determine which of the following documents are required to complete the review of your application. a) Property map indicating other access,bordering roads and streets. e) Subdivision,zoning,or development plan. b) Highway and driveway plan profile. f) Proposed access design. c) Drainage plan showing impact to the highway right-of-way. g) Parcel and ownership maps including easements. d) Map and letters detailing utility locations before and after h) Traffic studies. development in and along the right-of-way. i) Proof of ownership. 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances, information about prohibited discharges, and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage http://www.dot.state.co.us/environmental/Forms.asp. 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CFR Part 1910 - Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, ANSI/ISEA 107-1999, class 2); head protection that complies with the ANSI Z89.1-1997 standard; and at all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above-referenced ANSI standards have been revised, the most recent version of the standard shall apply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: <http://www.dot.state.co.us/DesignSupport/>, then click on Design Bulletins. If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Applicant-or Agent for Permittee signature Print name Date Mark Taylor 10/20/2011 If the applicant is not the owner of the property, we require this application also to be signed by the property owner or their legally authorized representative (or other acceptable written evidence). This signature shall constitute agreement with this application by all owners-of-interest unless stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. Property owner signature Print name Date Phil Erby for PKE Investmen Previous editions are obsolete and may not be used Page 2 of 2 CDOT Form#137 01/10 My Map d' -4 t —r ,.-r"t�;Wy " I i ' i�` h�4t r �j `dt 1:eirl) 01 .SI; ib 1'it.'. yL, at,.S'!P f •- ft Ft f , t V ,wr'x"!,:t '4 it 4 <Zi a X51 /' fi ir'...It-4'H r 1 ;♦ W,' c ..' ;N; r I1 , y r T?r:: r -.- t '1 f 7. t {. + • ii r trd r u" _ , qy+ . . 5� I It! G �tIl • . , ___yam r-._fT..,.i_ a•�,• i 1 �yyb+t i aJ ` 'F, i 414 ilk Zi + 11 � tfr`1 I • 1. t• / r �i. { I• �isi i N4 +D • • t 4i•I, ; t 01 ,- er + 04/4i:1.1 • I' I �r�! �,a ;-Vii+% _ 1 . 1. Pi i t4;i wy 'at L. �I1I s..# ' a i nu" .. (O,— Y ...e ; ) t lit:, r t r F+ x, rna.-. t ..c, Its, 4.14::-.,; t".nj.'..ti t ' 4 " P' ' E f. 1 I fl 1'. y id.. '117 7.I. ! ,, 1,,.. . ,„„, -* r `r `�, r , ;} 1{ S ..� S Z ii• 1 �I' I . I. .. a+ a .. :..4 :-..-.,„:,..4,:: .1.. fr +i,t,� w r yl 1 dy { I ; I . I!,j.4,::�`."' r.iS �� ': - rt i'k ' r .,+fw yS '..�t I f I _y`1 4..:k.;..o 1 4,1 LO .a., e..: � aril; t 4 ?. So i 1 I! Ia ®®1��. Q �� p•R 1 !' M ' w r I 6 , 7 t �t4 "'E -f r a k �Yi'rd r r .'%A+ 4, f , q II Pr t ..�. , �I i..`t . � �.. � f r I I " I Yl�af r ? i v� C w�.. , �rr' .....,.......„, , li t r t I h ,n I .. -� y iiii !i et i' li' r r _.. � f 1 Nr un i � r1 4 - 'le�7J�I1p`A` • 1�e� ,yI l y:. adWl.'�fil i f 1 , - r t r 3I�.Id. ; "�n . In.+ It-.9 la i'-, Sif��I� GR 6 _...' 1+:tJlKi�'# -*t 7 �Y ,� Copyright 2011 Weld County Government.All rights reserved.Fri Oct 21 2011 04:32:15 PM. Property Profile - Print Page 1 of 3 Property Profile for Account#R0256793 October 21,2011 Account Information Account Parcel Space Account Type Tax Year Tax Area Buildings Actual Value Assessed Value R0256793 146723000081 Industrial 2011 2322 1 625,000 181,250 Legal ABC L1 ALTHEN-BOYER COMMERCIAL UNIT DEV&PT SW4 23-1.68 BEG NW COR L1 N89D34'E 120.5'TO C/L BULL CANAL&TPOB TN N64D38'E 303.05'TH ALG CURVE TO RIGHT(R=161.8')CHORD=567D22'E 271.64'589D34'W 514.55'TO BEG EXC BEG NW COR SD L1 N89D34'E 120.5'TO C/L BULL CANAL S57DW 143.87'TOW LN SD L1 NOD07'E 77.45'TO BEG EXC W 99.22'L1 Subdivision Block Lot Land Economic Area ALTHEN DOVER C U D 1 TWN 1 RANGE 68 Property Address Property City Zip Section Township Range 22401-25 FRONTAGE RD WELD 000000000 23 01 68 Owner Information Owner(s) Address Line 1 Address Line 2 City ST Zip PKE INVESTMENTS LIMITED 30081 CR 25 GREELEY CO 80631 PARTNERSHIP Building Information Building 1 ID Type NBHD Occupancy Built As Bedrooms Baths Rooms 1 Commercial 3903 Indust Lght Manufacturing Indust Lght Manufacturing 0 0 0 ID Square Ft Condo SF Total Basement SF Finished Garage SF Carport SF Balcony SF Porch SF Bsmt SF . 1 12,500 0 0 0 0 0 0 0 ID Year Built %Complete Stories Perimeter Units Unil Type 1 1984 100 1 450 0 ID Manufactured Home Length Manufactured Home Width Manufactured Home Make 1 0 0 ID Exterior Roof Cover Interior HVAC 1 Radiant http://propertyprofile.co.weld.co.us/index.html?version=2&account=R0256793 10/21/2011 Property Profile - Print Page 2 of 3 ID Detail Type Detail Description Units 1 Add On Concrete Slab 108 1 Add On Chain Link Fence 6Ft. 1,740 1 Add On Corn Office Finish Low 1,020 1 Mezzanine Office 1,020 Property Photo -r2 6 -. j}�vr '. to ,�-saiii `I' u e'r m'ijaLL((w i" t b r,� • i'Z t'.1' fto ix :. lr 11V- 4 ri.. I.:, rr l.4 + t �' M� Sol He?' in . L,.. - r iN+;yv }rF" f di }•. Wr ttM Jtt:;J'-:1 `• �`�,. Lii . I I f� �-, k r r^t r+sit am ,, xT _ et .-;+{t .4� r4-.'4 • w ,}r,kti; ,.r �., r :4rt y/I✓:k.r ") ; T j � �°L. e^'�' +,•�S I >7}'.i n�t.a f in 1 1 r r e. -»• : 't 1 P i"4''',:"'r` -y 9{' -i'A{L..,,Ate+ 1r-,r,pj'174 i. liyh j"V 'Vi4h C )JC,3 E..??.. S+^. Mt. 2r. -9 I:�VE Grha�s1 . rY 11'!• • fPr r � jr M1 lJ7t k'r'lr / '+a fir^^ 2 4 `v �, `*yr'2i o'f""4 Tt�x'w r fr"� G r,.r.t�� '.7 i�fi il,"4`-1 ti t s i;,�'� r J + `�44 . r; yFii� ' t`r �t- Y ?-F 6^' +tcdlXt'i, 1.+�/w.�5 tF (Y >S ; ...„,..1. -.; t 1 ra. 6\rvy 1.W St:',/,:zoiYI .�:h.A -1,,,r,./L�'.�.LTnul._.vn l.:-aLL.]l lL ., ?r,}h4�:r Yle�fva c;...-„,..._. Property Sketch htth://propertyprofile.co.weld.co.us/indev.html?version=2&account=R0256793 10/21/2011 Property Profile - Print Page 3 of 3 125.00' Concrete 17 00' WH 20' 33..00' 108.00 FP re Year Slt Heat /�0 ire Radiant Heal r `o E1 w 60 00' Light Industrial Manufacturing I O o c o P, — 12500.00 FP o eo co co 100 00' Class S (2) 12'X 14'OH Doors 40.00' Year Suitt 1996 Space Heat WHIG' 125.00' Sketch by Apex IV IMndowz"' htl 0://propertyprofile.co.weld.c o.as/index.html?version=2SLaccount=R0256793 10/21/2011 Hello