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Home My WebLink About20243283.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: P ROPERTY INFORMATION Is the property currently in violation? ✓ No /UYes Violation Case Number: Parcel Number: 0 2 9 1 _1 5 _0 _0 0 _0 1 0 S ite Address: TBD County Road 118, Grover, CO Legal Description: PT W2 15-10-61 N & E OF RR EXC ABDN RR R/W & EXC OG&M (8S 2R) Section: 15 , Township 10 N, Range 61 W Zoning District: A Acreage: 159.26 Within subdivision or townsite? ✓ No /UYes Name: Water (well permit # or water district tap #): NA Sewer (On -site wastewater treatment system permit # or sewer account #): NA Floodplain i No / Yes Geological Hazard I No / P ROJECT U SR Use being applied for:TELECOMMUNICATION FACILITY Name of proposed business: VERIZON WIRELESS Yes Airport Overlay i No / Yes PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: KENNETH EVERITT Company: Phone #: 970-590-2328 Email: KENNY2353@WIGGINSTEL.COM Street Address: 53863 WCR 136 City/State/Zip Code: PINE BLUFFS, WY 82082-4202 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: PAM GOSS Company: RETHERFORD ENTERPRISES FOR VERIZON WIRELESS Phone #: 303-884-1179 Email: PAM.GOSS@RETHERFORDENTERPRISES.COM Street Address: 7093 SILVERHORN DR City/State/Zip Code: EVERGREEN, CO 80439 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. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the application. If the fee owner is a corporation, evidence must be included indicating the signatory has the legal authority to sifor the corporation. S ignature PAM GOSS 6/26/24 Date Signature Date P rint Print 12/15/21 9 Owner Signature DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1555 NORTH 171H AVENUE GREELEY, CO 80631 I _ l , !jive permission to on behalf al Vo it k��i • ��It'N`c` Dint) on W _e_I�s _ (Authorized AgentfApplicarrt-plea ye print) t`l appl tor any Planning, Building, Access, Grading or OWTS permits on our at kaddivss oar parcel number) below: behalf, for the property 'wiled PN 029115000010 PT W2 15-10-61 N & E OF RR EXC ABDN RR RIW & EXC Legal Description: X OG&M (8S 2R) of Section , Township N. Range /1! Subdivision Name: Lot Block AUTHOHiINATION F:OF4M Property Owners Information: Address: 53863 WCR 136, Pine Bluffs, WY 82082 Phone: 970-590-2328 E-mail: Authorized Agent/Applicant Contact Information: Address: PO Box 2977, Evergreen, CO 80437 Pam Goss, Rotherford Enterprises Inc. kenny2353@wigginstel.com Phone: 303-884-1179 . pam.goss@retherfordenterprises.com E -Mail. Correspondence to be sent to: Owner 1 Authorized Agent/Applicant by: Mail El Email Additional Info: I (We) hereby certify, under penalty of perjury and after carefully reading the entire contents of this document, that the information stated above is true and correct to the best of my (our) knowledge. Owner Signature Subscribed and sworn to before met i C� his day of l oniti/' ftv i I1 My commission expires 10 la ip o .)ce; A pr l I Date , 20 �' 'V by no* Notary Public SHAWNA LONOCOR NOTARY PUBLIC 5TATh OF COLORADO NOTARY ID 202140442156 w 00444458x* coyotes acct a p Weld County Department of Planning Services 1555 N. 17th Avenue Greeley, CO 80631 RE: Use by Special Review (USR) Application New Verizon Wireless Facility — Applicant Authorization Parcel #: 029115000010 Grover, CO 80729 Site/Project: GRE Grover To Whom It May Concern: I am a Senior Real Estate Project Manager for Cellco Partnership d/b/a Verizon Wireless, successor -in -interest to Verizon Wireless (VAW) LLC ("VZW") in the Mountain Region, which includes Colorado. Pam Goss of Retherford Enterprises Inc. has the authority to act as an agent for VZW to file and process all applications for land use approvals with Weld County associated with the above - referenced facility. e'ti\s'16)Atrt,AvLcs Signature Senior Real Estate Project Manager Title 4/24/2024 Date RFIHFRFORD ENTERPRISES, INC. 131r4WESIlIG CONNECTIONS Weld County - Use by Special Review (USR) Request - 7/2/2024 Verizon Wireless - GRE GROVER Planning Questionnaire Property Owner Kenneth Everitt 53863 WCR 136 Pine Bluffs, WY 82082 970-590-2328 kenny2353@wigginstel.com S ite Name: S ite Address: Parcel ID: Zoning: P roject Description: Applicant Verizon Wireless 9656 S. Prosperity Road West Jordan, UT 84081 Attn: Paige Gardiner 801-703-1554 Paige.gardiner©verizonwireless.com Applicant Representative Retherford Enterprises Inc. 7093 Silverhorn Dr Evergreen, CO 80439 Attn: Pam Goss 303-884-1179 pam.goss@retherfordenterprises.com GRE GROVER TBD County Road 118, Grover, CO 029115000010 A -Agriculture New 250' lattice telecommunication tower with equipment shelter and generator. USE BY SPECIAL REVIEW (USR) PLANNING QUESTIONNAIRE 1. Explain the proposed use and business name. Addition of a new Verizon Wireless facility with 1750 sq. ft. of lease space with adjacent access and utility easement. 2. Explain the need for the proposed use. Verizon Wireless has determined that cover and capacity near Grover along CR 390 and CR 118 is unreliable. 3. Describe the current and previous use of the land. Current use of property is ranching. No changes to current use are being proposed. 4. Describe the proximity of the proposed use to residences. Site location is approximately 0.5 miles from nearest residence. 5. Describe the surrounding land uses of the site and how the proposed use is compatible with them. CR 390 is a trade route between Grover in the north and Keota and Hwy 14 to the south. Traffic & residences in this area will benefit from improved wireless services. 6. Describe the hours and days of operation (i.e. Monday thru Friday 8:00 a.m. to 5:00 p.m.). NA. Facility is unmanned. 7. Describe the number of employees including full-time, part-time and contractors. If shift work is proposed, detail number of employees, schedule and duration of shifts. NA. Facility is unmanned. 8. Describe the maximum number of users, patrons, members, buyers or other visitors that the site will accommodate at any one time. NA. Facility is unmanned. After construction, 1-2 technicians will visit the site monthly for routine maintenance. 9. List the types and maximum numbers of animals to be on the site at any one time (for dairies, livestock confinement operations, kennels, etc.). NA 10 List the types and number of operating and processing equipment. Proposed 250' tower with equipment shelter and generator. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. 131 rewun FIG tONI LCiI Yj S 11. List the types, number and uses of the existing and proposed structures. No other structures are existing on the subject parcel. 12. Describe the size of any stockpile, storage or waste areas. NA 13. Describe the method and time schedule of removal or disposal of debris, junk and other wastes associated with the proposed use. During initial 6-8 week initial construction, all debris and waste will be removed. 14. Include a timetable showing the periods of time required for the construction of the operation. Initial construction is estimated at 6-8 weeks. See also Traffic Analysis. 15. Describe the proposed and existing lot surface type and the square footage of each type (i.e. asphalt, gravel, landscaping, dirt, grass, buildings). NA. No parking lots are proposed. 16. How many parking spaces are proposed? How many handicap -accessible parking spaces are proposed? NA 17. Describe the existing and proposed fencing and screening for the site including all parking and outdoor storage areas. Proposed 6' high chain -link fencing around lease area. All equipment will be concealed within 12'x12' shelter/walk-in cabinet. 18. Describe the existing and proposed landscaping for the site. No existing or proposed landscaping. 19. Describe reclamation procedures to be employed as stages of the operation are phased out or upon cessation of the Use by Special Review activity. Removal of all equipment, except footings and foundations, within 90 days. Restoration to original conditions. 20. Describe the proposed fire protection measures. Shelter/walk-in cabinet structure equipped with fire extinguishers. Exterior generator has shut off switch and complies with all applicable codes and standards. Construction materials are made of mostly steel or concrete components. 21. Explain how this proposal is consistent with the Weld County Comprehensive Plan per Chapter 22 of the Weld County Code. The proposed wireless facility will have minimal impact to the agricultural land with the benefit of connecting ranchers and farmers with improved communications (both voice and data) while enhancing the area's health and safety with greater E911 services. 22. Explain how this proposal is consistent with the intent of the zone district in which it is located. (Intent statements can be found at the beginning of each zone district section in Article III of Chapter 23 of the Weld County Code.) The proposed facility will provide enhanced communication (voice and data) for conducting activities related to agriculture and energy development without interfering with the current use of the subject property. 23. Explain how this proposal will be compatible with future development of the surrounding area or adopted master plans of affected municipalities. This facility will provide much needed wireless connectivity for future development in the area. 24. Explain how this proposal impacts the protection of the health, safety and welfare of the inhabitants of the neighborhood and the County. The proposed facility will comply with all Weld County standards and requirements. E911 services, public safety, travelers and residents in the area will all benefit from the additional technologies requested for this site by enhancing speed and accuracy in locating mobile 911 callers. 25. Describe any irrigation features. If the proposed use is to be located in the A (Agricultural) Zone District, explain your efforts to conserve prime agricultural land in the locational decision for the proposed use. The facility is designed to minimize impact to the property's current ranching operation Tam Goss.parm.goss@ret erfor enterprises.com 303-884-1179 RWIFRFORD ENTERPR:IMS, INC. 131 rew n[!fG CONNECTIONS by locating lease space in the far northwest corner of the property and utilizing the minimum lease space required for operations. 26. Explain how this proposal complies with Article V and Article XI of Chapter 23 if the proposal is located within any Overlay Zoning District (Airport, Geologic Hazard, or Historic Townsites Overlay Districts) or a Special Flood Hazard Area identified by maps officially adopted by the County. NA. Property not located within any overlay district. 27. Detail known State or Federal permits required for your proposed use(s) and the status of each permit. Provide a copy of any application or permit. TBD Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RWIFRFORD ENTERPR:IMS, INC. 131rewun!IG CONNECTIONS Weld County - Use by Special Review (USR) Request - 7/2/2024 Verizon Wireless - GRE GROVER Public Works/Development Review Questionnaire Property Owner Kenneth Everitt 53863 WCR 136 Pine Bluffs, WY 82082 970-590-2328 kenny2353@wigginstel.com S ite Name: S ite Address: Parcel ID: Zoning: P roject Description: Applicant Verizon Wireless 9656 S. Prosperity Road West Jordan, UT 84081 Attn: Paige Gardiner 801-703-1554 Paige.gardiner©verizonwireless.com Applicant Representative Retherford Enterprises Inc. 7093 Silverhorn Dr Evergreen, CO 80439 Attn: Pam Goss 303-884-1179 pam.goss@retherfordenterprises.com GRE GROVER TBD County Road 118, Grover, CO 029115000010 A -Agriculture New 250' lattice telecommunication tower with equipment shelter and generator. PUBLIC WORKS/DEVELOPMENT REVIEW QUESTIONNAIRE 1. Describe the access location and applicable use types (i.e., agricultural, residential, commercial/industrial, and/or oil and gas) of all existing and proposed accesses to the parcel. Include the approximate distance each access is (or will be if proposed) from an intersecting county road. State that no existing access is present or that no new access is proposed, if applicable. #1 Existing access to subject property. Barbed wire gate. Agricultural use. #2 — Existing access to subject property. Barbed wire gate. Agricultural use. #3 — Existing access on adjacent property. Barbed wire gate. Agricultural use. #4 — Existing access on adjacent property. Cattle guard. Agricultural use. #5 — Existing access on adjacent property. Cattle guard. Oil/Gas installation. #6 — Proposed access to Verizon facility. 12' livestock gate. Access to wireless facility will be shared with property's agriculture use. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. rewun FIG CONNECTIONS 2. Describe any anticipated change(s) to an existing access, if applicable. No changes to existing access are proposed. 3. Describe in detail any existing or proposed access gate including its location. See above. 4. Describe the location of all existing accesses on adjacent parcels and on parcels located on the opposite side of the road. Include the approximate distance each access is from an intersecting county road. See above. All accesses described are adjacent to a county road. 5. Describe any difficulties seeing oncoming traffic from an existing access and any anticipated difficulties seeing oncoming traffic from a proposed access. All existing and proposed access points have excellent line of sight for oncoming traffic. CR 118 is lightly traveled and necessitates slow speeds due to unpaved conditions. 6. Describe any horizontal curve (using terms like mild curve, sharp curve, reverse curve, etc.) in the vicinity of an existing or proposed access. Proposed access drive will be perpendicular to adjacent public road, CR 118. 7. Describe the topography (using terms like flat, slight hills, steep hills, etc.) of the road in the vicinity of an existing or proposed access. Proposed access from CR 118. This road is a mostly flat dirt/gravel road. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. 131r4WESIlIG CONNECTIONS Weld County - Use by Special Review (USR) Request - 7/2/2024 Verizon Wireless - GRE GROVER Environmental Health Questionnaire Property Owner Kenneth Everitt 53863 WCR 136 Pine Bluffs, WY 82082 970-590-2328 kenny2353@wigginstel.com S ite Name: S ite Address: Parcel ID: Zoning: P roject Description: Applicant Verizon Wireless 9656 S. Prosperity Road West Jordan, UT 84081 Attn: Paige Gardiner 801-703-1554 Paige.gardiner©verizonwireless.com Applicant Representative Retherford Enterprises Inc. 7093 Silverhorn Dr Evergreen, CO 80439 Attn: Pam Goss 303-884-1179 pam.goss@retherfordenterprises.com GRE GROVER TBD County Road 118, Grover, CO 029115000010 A -Agriculture New 250' lattice telecommunication tower with equipment shelter and generator. USE BY SPECIAL REVIEW (USR) ENVIRONMENTAL HEALTH QUESTIONNAIRE 1. Discuss the existing and proposed potable water source. No potable water is required for this u nmanned telecommunications facility. During initial construction, bottled water will be provided. 2. Discuss the existing and proposed sewage disposal system. What type of sewage disposal system is on the property? No sewage disposal system is required for this unmanned telecommunications facility. During initial construction, portable toilets will be provided. 3. If storage or warehousing is proposed, what type of items will be stored? No storage or warehousing of equipment is proposed. This telecommunications facility is comprised of a tower, equipment shelter and generator. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. No waste or chemicals will be stored on site. Diesel fuel tank included with generator u nit. During initial construction, all wastes will be hauled away. 5. If there will be fuel storage on site, indicate the gallons and the secondary containment. State the n umber of tanks and gallons per tank. There will be one (1) 203 gallon UL -142 double wall subbase fuel tank. 6. If there will be washing of vehicles or equipment on site, indicate how the wash water will be contained. No vehicle or equipment washing is proposed for this facility. 7. If there will be floor drains, indicate how the fluids will be contained. Not applicable, no fluid containment needed. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. 131 rewun FIG CONNECTIONS 8. Indicate if there will be any air emissions (e.g. painting, oil storage, etc.). No air emissions associated with the facility. 9. Provide a design and operations plan if applicable (e.g. composting, landfills, etc.). Facility design is shown on attached site plans. Operations will consist of 1-2 Verizon technicians visiting monthly. 10 Provide a nuisance management plan if applicable (e.g. dairies, feedlots, etc.). Not applicable. No nuisance to surrounding properties is expected. Generator will have a sound attenuated enclosure for noise reduction. 11. Additional information may be requested depending on type of land use requested. TBD Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. rewun FIG CONNECTIONS Weld County - Use by Special Review (USR) Request - 7/2/2024 Verizon Wireless - GRE GROVER Narrative - Letter of Request Property Owner Kenneth Everitt 53863 WCR 136 Pine Bluffs, WY 82082 970-590-2328 kenny2353@wigginstel.com S ite Name: S ite Address: Lease Area: Parcel ID: Zoning: Landmark District: P rocess: P roject Description: Applicant Verizon Wireless 9656 S. Prosperity Road West Jordan, UT 84081 Attn: Paige Gardiner 801-703-1554 Paige.gardiner©verizonwireless.com Applicant Representative Retherford Enterprises Inc. 7093 Silverhorn Dr Evergreen, CO 80439 Attn: Pam Goss 303-884-1179 pam.goss@retherfordenterprises.com GRE GROVER TBD County Road 118, Grover, CO 35' x 50' (1750 sq. ft.) 029115000010 A -Agriculture N ot Applicable U se by Special Review N ew 250' lattice telecommunication tower with equipment shelter and generator. Request and Justification Verizon Wireless, the nation's largest wireless telecommunication provider with over 109 million subscribers, has determined that wireless coverage and capacity near Grover along County Road 390 near County Road 118 is unreliable. Demand for wireless data from smartphones and traffic at this location, has increased and put additional demands on the wireless communications network. To address the issue, Cellco Partnership d/b/a Verizon Wireless is proposing a new wireless telecommunication facility be constructed at this location. Verizon Wireless is committed to serving its customers and the community by providing the optimum level of service and is mandated by the FCC to provide wireless communication services for the benefit of the public good. This requires the development of communication sites to provide this service. Adequate service to the residents and travelers in this area of Weld County cannot be maintained without the proposed facility. The need for this site was determined by Verizon Wireless Radio Frequency Engineers as network coverage and capacity gaps were identified in this area as evidenced by customer complaints and engineering testing. Given that Verizon Wireless' digital technology operates at extremely low power, it is critical that key network sites, like this one, be maintained at precise locations and height. This site will become critical to the Verizon Wireless network and will handle a significant amount of call and data traffic one it is operational. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. 131 rostrum !W G CONNECTIONS Project Description The subject property is located on a 159.26 -acre parcel of ranch land as shown on the map below: iilAR S •z i•I ,� Groav�er RV Park � •Gr�$ver Market'B ket & Country Deli Image O.2024 Airbus Uses surrounding this property are entirely agricultural. The property is zoned A (Agriculture) and no change to the current zoning designation is proposed. Legal cx Facility Description SITUATE IN WELD COUNTY, STATE OF COLORADO: ALL THAT PART OF THE WEST HALF OF SECTION 15, TOWNSHIP 10 NORTH, RANGE 61 WEST OF THE 6Th PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO LYING NORTH AND EAST OF TIM RIGHT OF WAY FOR THE CHICAGO, BURLINGTON & QUINCY RAILROAD Tam cosspamgoss@reterfor enterprises.com 303-884-1179 REI-HERFOR.D ENTERPRISES, INC. 1E_111row SING •COF4IN CTIONS The proposed facility location includes a 1750 sq. ft. lease area for the placement of a 250' lattice tower with a 5' lightning rod, one (1) walk-in cabinet and generator on a concrete pad. The tower and ground equipment will be enclosed within a secured 6' high chain -link fence. This facility will not adversely impact the current use of the property nor the surrounding lands. The facility will be positioned in the best possible location such that it does not impact the owner's ongoing ranching operations. Site Plan NEW ACCESS DRIVE NEW VERIZON FIBER VAULT �\ NEW COMPOUND GATE N NEW I NEW VERIZON \ GENERATOR ON x \ 12'-0" CONCRETE PAD -•�._ NEW FENCE N NEW VERIZON 250'-C" SELF-SUPPORT TOWER W/ VERIZON EQUIPMENT: (3) NEW SECTOR MOUNTS (1 PER SECTOR) (3) NEW C -BAND INTEGRATED ANTENNAS/RADIOS (1 PER SECTOR) (6) NEW LTE ANTENNAS (2 PER SECTOR) (6) NEW RRH UNITS (2 PER SECTOR) (2) NFW 12x24 ()VP LIMITS (2) NEW 6x12 HYBRID CARL.FS 1' 17'-O" 36'-O" NEW VERIZON LEASE AREA 16'-6" r NEW UTILITY H -FRAME NEW TRANSFORMER ON NEW CONC. PAD NEW ACCESS/UTILITY EASEMENT x, x x x x x� - NEW VERIZON WALK-IN CABINET/ ON NEW CONCRETE PAD X X ` X j i� 5CV-0" NEW VERIZON LEASE AREA -NEW ICE BRIDGE (SITE PRO 1 PART# IB1210D-Z OR APPROVED EQUAL) Walk -In Cabinet la ILE ENTSH: 000E • 1:8I OH ail �Mr PAWS - 11► ON LEFT, Ill ON NIOH? ON PEAR GPS EA1AT ON LHS. III GPS ENTRY OM RHS reLANK PANEL *'iPEN STUDS AND 8815 SECURE() FROM INSIDE ---{la1S Pit LIFT SIDE VIE?. 29.0 (ABLE ET(1R? PORTS ciluSII /044 IIGF1 RIG TOP tiff 12l-2 156.0 ■IC BOTTOM VIER - INS i !� RIC 4-3.-* SIDE VIENNN TR'A;USPDAT HOLE TOR rIT(RNA( GROLIND CONNECTION TO MAIN GROOM BAN i'&O CENTER ;•frjN FOR ;CURING( NOT PROvIO£D Br CHARLES �DUSKIDANNIYIOTVON LIGHT —COVER PI ATE rcc DC GENERATOR INLET POR2C)&6 1,-I. 9RAII I W L r1 4)' iC+JI jp�Nlty; . ESTIMATED WEIGHT WITHOUT EOWIPMEAI/RACYS_ T.850 L63 ESTIMATED WEIGHT WITH EQUIPMENT/RACKS: I3-656 15S GROUND BARS: I2 P0StT,ON UNDER E%1ERIOR ENTRr PANELS it POSIIION ON Ei1ERICR• 80T IOM 46 POS171AN WaiW cuOUNO 84R IN IUTERI DR REAR WAI(. :MPS IQ I0)(1G I' IC MIIStEPSfir Pam cossiyam,goss@retherforienterprises.com forctenteryrises.com 303-884-1179 RWIERFORD ENTERPR:IMS, INC. 31 rowntun {oMNufl{P.S Elevation jiT.o. NEW LIGHTNING ROD '255'-0" T.D. NEW VERIZON SELF-SUPPORT TOWER 1250'-0 NEW VERIZON 2501-0" -' SELL -SUPPORT TOWER .F[NSH GRADE ELEV. 0,x:0I Weather permitting, construction of the tower and ground equipment space should take approximately 6-8 weeks to complete. After construction, this will be an unmanned facility requiring no water or sewer provisions. Routine testing, maintenance of equipment and lease space shall occur monthly with 1-2 technicians visiting the site for approximately one hour each visit, unless an emergency outage requires immediate attention. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. 1:31reirusIFIG CONNECTIONS Alternative Sites � Siting In reviewing the options for the expansion of the Verizon Wireless network in this area, all feasible locations were evaluated for possible collocation on existing telecommunications towers in the vicinity before the proposed location for the facility was determined. The search area for this new facility was limited to a very specific geographic area to fit within Verizon's existing network. III ■ I i.e I L/ � ys w- A I _� lJ Ali I= I S I I lw! I Ruier c L 1 I I Line Path Polygon 3D path 3D polygon Measure the circumference or area of a circle on the ground Radius: Area: Circumference: 1.01 89,608,872.00 6.36 Miles 4 Mouse Navigation Miles B Square Feet 8 Save Clear GRE Grover 8 • Pawn Google Earth ri 1985 Imagery Date: 9/7/2013 40°50'43.83" N 104°12'02.85" W elev 5039 ft eye alt 24679 ft With the closest existing tower over 2 miles northwest of the target area, this location was found to be the best option, offering the ideal location, allowable height and an interested property owner. This facility is the least intrusive location and design with the property's current use. The site plan with tower, walk-in cabinet (conceals ground equipment) and generator enclosed by a chain link fence is preferred by the owner as having the least impact to the property. Access to the equipment area will be secured and restricted to authorized personnel only. The site will be located in the far northwest corner of the property. Access will be from County maintained local road 118. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. rewun FIG CONNECTIONS Weld County Code Compliance - Division 10, Section 23-4-840 This proposed facility will conform to all Weld County standards and requirements. Furthermore, this facility will comply with all FCC rules governing construction requirements, technical standards, interference protection, emissions, power and height limitations and radio frequency standards as well as FAA rules of location and operation. All permits necessary for the development of the site shall be obtained prior to construction. A. Improvement Location Certificate identifying the location of the disturbed area, lease area, and coordinates of the proposed facility in longitude and latitude. See attached 1A Certification. B. Elevation drawings of the proposed TELECOMMUNICATION FACILITY showing all TELECOMMUNICATION ANTENNAS, TELECOMMUNICATION ANTENNA TOWERS, STRUCTURES, equipment BUILDINGS and cabinets, fencing, SCREENING, landscaping, lighting and other improvements related to the facility, showing specific materials, placement and colors. See Page C-2 of attached site plans. The County may require photo -realistic renderings of the site post - construction, demonstrating the true impact of the TELECOMMUNICATION FACILITY on the surrounding visual environment, and/or photo -realistic renderings of the site from specific vantage points. See attached Photosimulation. C. A report describing the TELECOMMUNICATION FACILITY and the technical need and other reasons for its design, height and location, and addressing compatibility and the preferred order listed in Section 23-4-810 above; the general need for the TELECOMMUNICATION FACILITY and its role in the network; and the capacity of the STRUCTURE, including the number and type of antennas it can accommodate. See attached Narrative and Site Plans. D. The FAA response to the Notice of Proposed Construction or Alteration (FAA Form 7460-1 or equivalent), if the facility is taller than two hundred (200) feet or is located in the A -P (Airport) Overlay District or within one (1) mile of an AIRPORT. Per FAA regulations, this tower will require an FAA -approved lighting kit. Verizon has filed the FAA Form 7460-1 and is awaiting FAA response — copy of which will be provided to Weld County. This tower is NOT located within an Airport Overlay District or within one (1) mile of an airport. E. A letter of intent to allow CO -LOCATION on the TELECOMMUNICATION ANTENNA TOWER. The applicant may provide written justification and evidence why co -location is not possible. See attached Letter of Intent (LOI) to Allow Collocation. F. A Decommissioning Plan and letter of intent or lease agreement statement which addresses removal of the facility at the expense of the TELECOMMUNICATION FACILITY owner and/or property owner if it is deemed abandoned. See attached Memorandum of Lease recorded Tam Goss.parm.goss@ret erfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. rewun FIG CONNECTIONS 6/14/24, Doc# 4966106. Pursuant to the Lease Agreement dated 5/23/24 Paragraph 14, Verizon is required to remove the tower facility within 90 days. 14. REMOVAL AT END OF TERM. Within 90 days of the expiration or earlier termination of the Agreement, LESSEE shall remove LESSEE's Communications Equipment (except footings and foundations) and restore the Premises to its original condition, reasonable wear and tear and casualty damage excepted. LESSOR agrees and acknowledges that the communications equipment shall remain the personal property of LESSEE and LESSEE shall have the right to remove the same at any time during the Term, whether or not said items are considered fixtures and attachments to real property under applicable saws. G. A map indicating the service area/radius of the proposed TELECOMMUNICATION ANTENNA TOWER in addition to the service area/radius of other existing TELECOMMUNICATION ANTENNA TOWERS within ten (10) miles of the proposed TELECOMMUNICATION ANTENNA TOWER location. See attached RF Propagation Map. USR Application Submittal Documents The following documents are being submitted with this application: Narrative_ Letter of Request Decommissioning Plan Planning Requirements Checklist Emergency Contact Form Site Plans Buffer Report Application Form Pipeline_Powerline Owner List Owner Authorization Public Works (Dev Review) Questionnaire Verizon Authorization Drainage Narrative Owner Deed Traffic Narrative Recorded Memorandum of Lease Environmental Health Questionnaire Certificate of Conveyance (Title Report) 1A_ Certification Survey Signed Statement of Taxes Photosimulation Planning Questionnaire Letter of Intent to Allow Collocation Geotechnical Engineering Report RF Propagation Maps Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. 131rew nIFIG CONNECTIONS Summary The proposed Verizon Wireless facility shall comply with all Weld County standards and requirements. E911 Services, public safety, travelers and residents in the area will all benefit from the additional technologies requested for this site by enhancing speed, accuracy in locating mobile 911 callers, increased capacity for current and future users, and off-loading neighboring sites to prevent blocked calls, busy signals or no service at all. The integrity of the Verizon Wireless network continues to rely on sites such as this one to fill in areas where current coverage is lacking or where current capacity has been reached. The construction of this facility shall not cause any unsightly visual or other negative impacts to the area, while at the same time, offering better, faster voice and data technologies. Thank you for your time and consideration. Pam Goss Site Acquisition Consultant Retherford Enterprises Inc. Consultant to CommNet Cellular Inc. d/b/a Verizon Wireless Tam cosspamgoss@reterfor enterprises.com 303-884-1179 4966106 06/14/2024 03:09 PM Total Pages: 6 Rec Fee: $38.00 Carly Koppes - Clerk and Recorder, Weld County , Co FILED FOR RECORD AT REQUEST OF AND WHEN RECORDED RETURN TO: Tock & Cori, PLLC Attn: S. Ward 17502 Marine Drive Stanwood, WA 98292 Grantor: Grantee: Legal Description: Assessor's Tax Parcel tD#: Reference ## (if applicable): Site Name. GRE GROVER M DG 5000908230 4870-3031-6201, v 2 Space above this tine is for Recorder's use. Memorandum of Land Lease Agreement Kenneth Howard Everitt Celico Partnership d/b/a Verizon Wireless Portions of Sections 15, 22, 23, and 30, 'MN, Ranges 60W and 61W of the 6th Principal Meridian County of Weld, State of Colorado Official legal description attached as Exhibit "A" 029115000010 N/A 1 4966106 06/14/2024 03:09 PM Paget of6 MEMORANDUM OF LAND LEASE AGREEMENT THIS MEMORANDUM OF LAND LEASE AGREEMENT evidences that a Land Lease Agreement ("Agreement") was entered into as of 20 by and between Kenneth Howard Everitt ("Lessor") and Cella) Partnership d/b/a Vernon Wireless ("Lessee"), for certain real property located in Weld County, Colorado, within the property of Lessor which is described in Exhibit "A" attached hereto ("Legal Description"), together with a right of access and to install and maintain utilities, for an initial term of five (5) years commencing as provided for in the Agreement, which term is subject to Lessee's rights to extend the term of the Agreement as provided in the Agreement. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] 2 Site Name: GRE GROVER M 0G 5000908230 4870-3031-6201, v. 2 4966106 06/14/2024 03:09 PM Page 3 of 6 IN WITNESS WHEREOF, Lessor and Lessee have duly executed this Memorandum of Land Lease Agreement as of the day and year last below written. LESSOR: Kenneth Howard Everitt By: Name: Date: Kenneth Howard Everitt ;20a. LESSEE: Celled Partnership d/b/a Verizon Wireless By: Name: Title: Date: Exhibit "A" Legal Description 3 Site Name: GRE DROVER MDG 5000908230 487003031-6201, v. 2 4966106 06/14/2024 03:09 PM Page 4of6 LESSOR ACKNOWLEDGMENT STATE OF (to Ia ex A0 )ss. COUNTY OF tfult I A 1 on this 0 day of r ! l 202 before me, a Notary Public in and for the State of 00 uckcko I personallyappeared Kenneth Howard Everitt, personally known to me (or proved to me on the basis of satisfactory evidence) to be the person who executed this instrument and acknowledged it to be His free and voluntary act and deed for the uses and purposes mentioned in the instrument. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written. SHAWNA LONGCOR NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20214-042158 MY COIMIS,SKW EXPIRES CC rOSER 2d, 2025 Site Name GRE GROVER MDG 5000908230 4870-3031-6201, v 2 Cegi NOTARY PUBLIC in and for the Sate of Co/cnic/c residing at C3 737 4-6(11L1AvL e fed 14 cic 200 399 My appointment expires 16 /a w c2 oc,- Print Name 5irtt LONc .oor 4 4966106 06/14/2024 03:09 PM Page 5 of 6 LESSEE ACKNOWLEDGMENT The foregoing instrument was acknowledged before me this A: day of on behalf of Cella) Partnership +d/b/a Verizon Wireless, a Delaware general partnership. NOTARY PUBLIC Printed Name My Commission Expires: 5 Site Name: GRE GROVER MIS 5000908230 4870-3031-6201, v. 2 ROBERT KREBS NOTARY PUBLIC STATE OF COLORADO NOTARY Iii 20244007220 MY COMMISSION EXPIRES FEBRUARY 2042028 Noun), Seal 4966106 06/14/2024 03:09 PM Page 6of6 EXHIBIT tA" LEGAL DESCRIPTION SITUATE IN WELD COUNTY, STATE OF COLORADO: PARCEL A: THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 30, TOWNSHIP 10 NORTH, RANGE 60 WEST OF THE 6Th PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO PARCEL B: THE EAST HALF OF SECTION 15, TOWNSHIP 10 NORTH, RANGE 61 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO EXCEPT RIGHT OF WAY FOR THE CHICAGO, BURLINGTON & QUINCY RAILROAD PARCEL C: ALL THAT PART OF THE WEST HALF OF SECTION 15, TOWNSHIP 10 NORTH, RANGE 61 WEST OF THE 6Th PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO LYING NORTH AND EAST OF TIM RIGHT OF WAY FOR THE CHICAGO, BURLINGTON & QUINCY RAILROAD PARCEL D: THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 10 NORTH, RANGE 61 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO LYING NORTH AND EAST OF THE RIGHT OF WAY FOR THE CHICAGO, BURLINGTON & QUINCY RAILROAD PARCEL E: THE NORTH HALF OF THE NORTHWEST QUARTER OF SECTION 23, TOWNSHIP 10 NORTH, RANGE 61 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO 6 Site Name: ORE GROVER MPG 5000908230 4870-3031-6201, v 2 RFIHFRFORD ENTERPRISES, INC. rewun FIG CONNECTIONS Weld County - Use by Special Review (USR) Request - 7/2/2024 Verizon Wireless - GRE GROVER Decommission Plan Property Owner Kenneth Everitt 53863 WCR 136 Pine Bluffs, WY 82082 970-590-2328 kenny2353@wigginstel.com S ite Name: S ite Address: Parcel ID: Zoning: P roject Description: Applicant Verizon Wireless 9656 S. Prosperity Road West Jordan, UT 84081 Attn: Paige Gardiner 801-703-1554 Paige.gardiner©verizonwireless.com Applicant Representative Retherford Enterprises Inc. 7093 Silverhorn Dr Evergreen, CO 80439 Attn: Pam Goss 303-884-1179 pam.goss@retherfordenterprises.com GRE GROVER TBD County Road 118, Grover, CO 029115000010 A -Agriculture New 250' lattice telecommunication tower with equipment shelter and generator. DECOMMISSION PLAN See attached Memorandum of Lease recorded 6/14/24, Doc# 4966106. Pursuant to the Lease Agreement dated 5/23/24 Paragraph 14, Verizon is required to remove the tower facility within 90 days. 14. REMOVAL AT END OAF TERM. Within 90 days of the expiration or earlier termination of the Agreement, LESSEE shall remove LESSEE's Communications Equipment (except footings and foundations) and restore the Premises to its original condition, reasonable wear and tear and casualty damage excepted, LESSOR agrees and acknowledges that the communications equipment shall remain the personal property of LESSEE and LESSEE shall have the right to remove the same at any time during the Term/ whether or not said items are considered fixtures and attachments to real property under applicable laws. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. 131r4WESIlIG CONNECTIONS Weld County - Use by Special Review (USR) Request - 7/2/2024 Verizon Wireless - GRE GROVER Drainage Narrative Property Owner Kenneth Everitt 53863 WCR 136 Pine Bluffs, WY 82082 970-590-2328 kenny2353@wigginstel.com S ite Name: S ite Address: Parcel ID: Zoning: P roject Description: Applicant Verizon Wireless 9656 S. Prosperity Road West Jordan, UT 84081 Attn: Paige Gardiner 801-703-1554 Paige.gardiner©verizonwireless.com Applicant Representative Retherford Enterprises Inc. 7093 Silverhorn Dr Evergreen, CO 80439 Attn: Pam Goss 303-884-1179 pam.goss@retherfordenterprises.com GRE GROVER TBD County Road 118, Grover, CO 029115000010 A -Agriculture New 250' lattice telecommunication tower with equipment shelter and generator. DRAINAGE REQUIREMENTS The project and parcel are not within MS4 or non -urbanizing drainage areas. Drainage Narrative: 1. Description/Scope of Work Telecommunications facility consisting of a 250' self-support tower, 12'x12' equipment shelter and generator within a 35'x50' lease area. A 17' access . 2. Location (County Roads, S -T -R) —Approximately 330' east of CR 390 & CR 118 intersections within the west half of Section 15, Township 10, Range 61. 3. Nearby water features and ownership: On -Property Water Bodies None Off -Property Water Bodies An unnamed freshwater emergent wetland is located approximately 720 feet east of the access and utility easement terminus. (Owner Kenneth Everitt) Presumed Groundwater Local groundwater topography flow and beneath surface the water Subject drainage Property suggests is to the that southeast. the direction In order of shallow to more accurately potentiometric determine the surface direction measurements of local would shallow be required. groundwater flow, groundwater Flow Direction Groundwater Wells According to EDR PSS Addendum map, there are water wells located within one half (0.5) mile of the Subject Property, though none are located on or adjoining the Subject for wells Property. in this Information area suggests that obtained the depth from Colorado to shallow Division groundwater of Water Resources ranges from 40 to 192 feet below ground. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 REINERFORD ENTERPRISES, INC. 131routs' MG {OiiptCTI*15 4. Hydrological soil types/maps: See below and attached GeoTechnical Report Lithology (Soils) Source U.S. Department of Agriculture Soil Conservation Service Soil Type(s) Avar fine sandy loam soil Infiltration Rate Low Drainage well Soil Profile A typical profile of a Avar soil consists of fine sandy loam from 0 to three (3) inches, clay loam from three (3) to seven (7) inches, and sandy clay loam from seven (7) to 59 inches, subsurface. OVERVIEW MAP - 7591508.1S Target Property A Sites atelevations higher than or equal to the target property • Sites at elevations lower than the target property A Manufactured Gas Plants National Priority List Sites Dept. Defense Sites 1/4 1/2 Indian Reservations BIA National Wetland Inventory State Wetlands I uacs This report Includes Interactive Map Layers to display and/or hide map information. The legend Includes only those icons for the default map view. SITE NAME: ADDRESS: LAT/LONG: GRE GROVER County Road 118 Grover CO 80729 40.840572 / 104.200825 CLIENT: Trileaf Corporation CONTACT: Taylor Rick INQUIRY #: 7591508.1s DATE: March 11, 2024 12:14 pm Copyright 2024 EOP, Inc X 15 romlom Rey. 2015 Pam coss~yam.goss@retherforienterprises.com forgenterprises.com 303-884-1179 RFIHFRFORD ENTERPRISES, INC. 31rewri FIG CONNECTIONS 5. Methodologies used for report & analysis - Methodologies used included but were not limited to site reconnaissance, federal and state records review, interviews (where possible) and review of historical maps & photographs. 6. Design Storm / Rainfall Information: Precipitation depth (in) PDS-based depth -duration -frequency (DDF) curves Latitude: 40.8379°, Longitude: -104.1986° c c c LA 6 2 5 10 25 50 100 200 NOM Atlas 14, Volume 8, Version 2 c 0 lilt Duration I L i N >> fo tom to to a a >h.>, (5 fd r0 N Rf1 N p O O u1 O r -I N f''1 tD Average recurrence interval (years) 500 1000 Created (GMT) Fri Jun 28 19:16:40 2024 Average recurrence interval (years) t 2 5 10 25 50 100 200 500 1000 Duration 5 -mm — 2 -day 10-r �n — 3 -day 15 -min — 4 -day 30 -min — 7 -day — 60 -min — 10 -day 2 -hr — 20 -day 3 -hr — 30 -day 6 -hr — 45 -day 12 -hr — 60 -day 24 -hr 7. Detention/WQCV calculation - NA, the proposed facility will have no impact to Water Quality Capture Volume and is exempt from the detention pond requirement - see below. Detention Pond Design: Per #2. This project qualifies for an exception to the stormwater detention requirement per Weld County Code, Section 8-11-40.1. Exception #4. Towers including, but not limited to, wind and telecommunication towers. Tam cosspamgoss@reterfor enterprises.coin 303-884-1179 RFIHFRFORD ENTERPRISES, INC. rewun FIG CONNECTIONS Weld County - Use by Special Review (USR) Request - 7/2/2024 Verizon Wireless - GRE GROVER Traffic Narrative Property Owner Kenneth Everitt 53863 WCR 136 Pine Bluffs, WY 82082 970-590-2328 kenny2353@wigginstel.com S ite Name: S ite Address: Parcel ID: Zoning: P roject Description: Traffic Narrative: Applicant Verizon Wireless 9656 S. Prosperity Road West Jordan, UT 84081 Attn: Paige Gardiner 801-703-1554 Paige.gardiner©verizonwireless.com Applicant Representative Retherford Enterprises Inc. 7093 Silverhorn Dr Evergreen, CO 80439 Attn: Pam Goss 303-884-1179 pam.goss@retherfordenterprises.com GRE GROVER TBD County Road 118, Grover, CO 029115000010 A -Agriculture New 250' lattice telecommunication tower with equipment shelter and generator. PRELIMINARY TRAFFIC IMPACT ANALYSIS 1. Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = One (1) trip in and One (1) trip out of site). During initial construction, the GC will have approximately two (2) pickups on site Monday - Friday in & out daily. They may have an enclosed trailer or flatbed trailer at times during the build to bring materials and tools to/from the site. Also during construction, there will be up to two (2) semi loads for the tower and pre-fab shelter (walk in cabinet). There will be a crane on site for a couple of days to stack the tower and a boom truck for a day to set the shelter and generator. Post construction, a technician will visit the site monthly in a passenger car, SUV or pick-up truck. 2. Describe the expected travel routes or haul routes for site traffic. CR 390 & CR 118 3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.). Estimate 75% from south and 25% from north along CR 390. 100% of traffic to the site will travel from the west along CR 118. 4. Describe the time of day that you expect the highest traffic volumes. During initial site construction, highest traffic volume is expected between 8:30am — 10:00am and 3:30pm - 5:00pm. After construction, no traffic impacts are expected for monthly maintenance visits. Tam cosspamgoss@reterfor enterprises.com 303-884-1179 Martinez Associates Geotechnical Engineering Services June 18, 2024 File No. 24-0073 Retherford Enterprises, Inc. 7093 Silverhorn Drive Evergreen, Colorado 80439 Attn: Mr. Aaron Zajicek Subject: Geotechnical Engineering Investigation, Verizon Wireless Tower Site GRE Grover, Weld County, Colorado Dear Mr. Zajicek: Martinez Associates, Inc. has completed the geotechnical engineering investigation for the proposed Verizon Wireless tower site to be located on Weld County Road 118 near Grover, Colorado. This investigation was performed in general accordance with our verbal proposal and written authorization to proceed. Our work consisted of subsurface exploration, laboratory testing, engineering analyses and preparation of this report. This report includes our recommendations relating to the geotechnical aspects of the project's design and construction. The conclusions and recommendations stated in this report are based on the subsurface conditions found at the location of our exploratory boring at the time our exploration was performed. Our findings, conclusions, and recommendations should not be extrapolated to other areas or used for other projects without our prior review. Furthermore, they should not be used if the site has been altered without Martinez Associates' prior review to determine if these recommendations remain valid. Project Description: As currently planned, the site construction will include a self -supported cellular transmission tower and equipment platform. The proposed self -supported tower will be approximately 250 feet in height and may be supported on either a drilled shaft or pad footing beneath each leg or on a single large pad foundation system. Maximum vertical loading at the base of the tower will be in the range of 9 to 45 kips, the maximum lateral force will be 6 to 40 kips and maximum overturning moment will range from 6,800 to 18,000 inch -kips. The equipment platform will be supported on a reinforced slab with downturned edges. Foundation loads on the equipment platform are anticipated to be relatively light. We understand vertical movement of the tower and equipment platform foundation is not critical. Purpose and Scope: The purpose of our investigation was to explore and evaluate subsurface conditions at the tower location and, based on the conditions found, develop recommendations relating to the geotechnical aspects of project design and construction. The conclusions and recommendations in this report are based on analysis of the data from our field exploration and laboratory tests, and on our experience with similar soil and geologic conditions in the area. Martinez Associates, Inc. 14025 West 66th Avenue, Arvada, Colorado 80004 I Phone: 303.459.2216 I Fax: 303.482.2230 www.martineztesting.com Martinez Associates Martinez Associates' scope of services included: Retherford Enterprises, Inc. Verizon Wireless Tower Site GRE Grover File No. 24-0073 June 18, 2024 Page 2 • The drilling of an exploratory boring at the proposed tower location on the property. The tower location was provided by Retherford Enterprises, Inc. • Laboratory testing of selected samples obtained during the field exploration to evaluate relevant physical and engineering properties of the soil. • Evaluation and engineering analysis of the field and laboratory data to develop our geotechnical engineering conclusions and recommendations. • Preparation of this report, which includes a description of the proposed project, a description of the subsurface site conditions found during our investigation, our conclusions and recommendations as to foundation design and related geotechnical issues, and attachments which summarize our field and laboratory investigations. Laboratory tests were performed on selected soil and bedrock samples to estimate their relative e ngineering properties. The following tests were performed in general accordance with locally recognized standards: Description and Identification of Soils (Visual -Manual Procedure) Moisture Determination Unit Weight One Dimensional Swell -Settlement Water Soluble Sulfates Resistivity pH Results of the laboratory tests are shown on the boring report and laboratory summary sheets attached. Subsurface Conditions: As presented on the boring report, sandy clay was encountered from the surface of the site to a depth of about 15 feet. The underlying subsurface soils consisted of gravelly sand to a depth of about 30 feet underlain by sandy silt to the maximum depth of exploration. No bedrock was encountered on the site to the maximum depth of exploration. Field penetration data indicates that the clay soils were very stiff in consistency, the gravelly sand soils were medium dense in relative density and the silt was stiff in consistency. Laboratory test results indicate that the near surface clay soils have a low expansive potential at in -situ moisture contents. Groundwater was not observed in the test boring at the time of field exploration, nor when checked immediately after drilling. These observations represent only current groundwater conditions, and may n ot be indicative of other times, or at other locations. Groundwater levels should be expected to fluctuate with varying seasonal and weather conditions. Tower Foundation: As presently planned, the proposed self -supported tower may be supported on e ither drilled shafts or isolated footings beneath each leg. Should other foundation systems appear to be more economical, Martinez Associates can provide supplemental recommendations for an alternate foundation. Martinez Associates Retherford Enterprises, Inc. Verizon Wireless Tower Site GRE Grover File No. 24-0073 June 18, 2024 Page 3 A straight shaft, drilled a minimum of 15 feet into natural soils is recommended. Skin friction of 150 psf can be used for design of either uplift or compression loads. For lateral load and overturning design the following parameters may be used for LPILE analysis: Soil Layer- bgs ft. Clay- 0-15 Sand- 15-30 [PILE Soil Code Dry Density- pcf Friction Angle - degrees • Cohesion- psf Modulus k- pci • 50% strain - e50 3 115 500 500 0.005 4 115 32 90 NEW All shafts should be reinforced full -depth for the applied axial, lateral and uplift stresses imposed. For this project, use of a minimum shaft diameter of 24 inches is recommended. Drilling to design depth should be possible with conventional single flight power augers. Shafts will probably remain open without stabilizing measures. However, the concrete should be placed soon after completion of drilling and cleaning. Due to potential sloughing and raveling, foundation concrete quantities may exceed calculated geometric volumes. Concrete with slump in the range of 6 to 8 inches is recommended. If casing is used for shaft construction, it should be withdrawn in a slow continuous manner maintaining a sufficient head of concrete to prevent infiltration of water or the creation of voids in the concrete. The concrete should have a relatively high fluidity when placed in cased holes or through a tremie. Free -fall concrete placement in drilled shafts will only be acceptable if provisions are taken to avoid striking the concrete on the sides of the hole or reinforcing steel. The use of a bottom -dump hopper, or an elephant's trunk discharging near the bottom of the hole where concrete segregation will be minimized, is recommended. Shaft bearing surfaces must be cleaned prior to concrete placement. A representative of the geotechnical engineer should observe the bearing surface and shaft configuration. For a footing foundation system, the footings may be designed for a maximum bearing pressure of 2,500 psf. The design bearing pressure applies to dead loads plus design live load conditions. The design bearing pressure may be increased by 1/3 or as allowed by local code when considering total loads that include wind or seismic conditions. Footings should be placed a minimum of 36 inches below finished grade for frost protection and to provide confinement for the bearing soils. If unsuitable bearing soils are encountered in footing excavations, the excavations should be extended deeper to suitable soils. The footings could be extended to bear directly on the deeper soils or the excavation backfilled with engineered fill or lean concrete backfill placed in the excavations. For lateral load and overturning design of footing pads, an equivalent fluid pressure of 300 psf/ft for the soils is recommended for materials along the footing above any free water surface. For footing pads, a coefficient of base friction of 0.35 can be used for resistance of lateral loads. The passive pressures and coefficient of base friction are ultimate values; therefore, an appropriate factor of safety should be applied in the design. Martinez Associates Retherford Enterprises, Inc. Verizon Wireless Tower Site GRE Grover File No. 24-0073 June 18, 2024 Page 4 Foundation excavations should be observed by the geotechnical engineer. If the soil conditions e ncountered differ significantly from those presented in this report, supplemental recommendations will be required. Equipment Platform: As presently planned, the proposed equipment platform will be supported on a reinforced slab -on -grade with downturned edges. Based on the subsurface conditions encountered, we believe the slab bearing upon the undisturbed soils and/or engineered fill may be designed for a maximum allowable bearing pressure of 3,000 psf. The design bearing pressure may be increased for transient loads such as wind or seismic by 1/3 or as allowable by local building code. The slab -on -grade placed at grade will be subject to freezing conditions. Therefore, we do not recommend deepening the down turned edges of the slab to below frost depth as this will likely create additional stress in the slab. Should site grading be needed for the platform, the native soil fill and any new fill placed for footing or slab support should be compacted to a minimum of 95 percent of the maximum density defined by ASTM D698, at a moisture content within 2 percent of the optimum water content. Total movement of the footings and slab resulting from structural loads and soil conditions is estimated to be on the order of 1 to 2 inches. Differential movement should be about %2 to % of the total movement, provided infiltration of water from any source is minimized. As additional movement of the foundation and slab may occur should water infiltrate the soils, proper drainage around the structures must be provided in final design and construction. Foundations and slabs should be reinforced as necessary to reduce the potential for distress caused by differential foundation movement. Foundation excavations should be observed by the geotechnical e ngineer. If the soil conditions encountered differ significantly from those presented in this report, supplemental recommendations will be required. Seismic Considerations: Based upon the nature of the subsurface materials, a Site Class D should be u sed for the design of the structure for the proposed project (2015 International Building Code, Section1613.3.2). The project site is located in a seismic area with a mapped maximum short period (Ss) and 1 -second period (Si) ground motion, respectively, of 0.119g and 0.0.47g as indicated by the US Geologic Survey design maps summary report for the 2015 International Building Code. The site coefficients, Fa and F,,, for the same periods are 1.6 and 2.4, respectively. Foundation Concrete: The concentrations of water-soluble sulfates measured in the laboratory on the shallow samples varied from 0.006 to 0.021 percent. This concentration of water-soluble sulfates represents a Class 0 degree of sulfate attack on concrete exposed to these geologic materials. The degree of attack is based on a range of Class 0 (negligible) to Class 3 (very severe) as described in the American Concrete Institute (ACI) Standard 201.2R, "Guide to Durable Concrete". Based on these sulfate tests, the soils present a very low potential for sulfate attack on concrete. Therefore, sulfate resistant concrete mix designs are not required per ACI. Corrosion Potential: The pH and electrical resistivity was determined for selected samples. Test results measured pH value of 7.8 (considered slightly basic). Minimum resistivity measurements were 4000 and 6300 ohm -centimeters. A qualified corrosion engineer should review this data to determine the appropriate level of corrosion protection. Martinez Associates Retherford Enterprises, Inc. Verizon Wireless Tower Site GRE Grover File No. 24-0073 June 18, 2024 Page 5 Limitations: The recommendations in this report are based on our field observations, laboratory testing, and our present understanding of the proposed construction. It is possible that subsurface conditions can vary beyond the point explored. If the conditions found during construction differ from those described in this report, please notify us immediately so that we can review our report in light of those conditions and provide supplemental recommendations as necessary. We should also review this report if the scope of the proposed construction, including the proposed loads or structure locations, changes from that described in this report. Martinez Associates has prepared this report for the exclusive use of Retherford Enterprises, Inc. for the proposed Verizon tower site in Weld County, Colorado. This report was prepared in substantial accordance with the generally accepted standards of practice for geotechnical engineering as exist in the site area at the time of our investigation. No warranty is expressed or implied. The recommendations in this report are based on the assumption that Martinez Associates will conduct an adequate program of construction testing and observation to evaluate compliance with our recommendations. Martinez Associates appreciates being of service in the geotechnical phase of this project and would appreciate an opportunity to assist Retherford Enterprises, Inc. in future work. Respectfully submitted, MARTINEZ ASSOCIATES, INC. Gregg M. Tateyama, P. Senior Engineer Jere A. Strickland, P.E. Principal Professional Boring No. B-1 Martinez TEST BORING REPORT Associates Sheet No. 1 of 2 Client: Contractor: roject: GRE Retherford Grover Enterprises File Start: Finish: Driller: No. 5/23/24 5/23/24 Triax Engineering, LLC Casing Sampler Barrel Drilling Equipment and Procedures MA Rep.: K. Bui Type Modified California Rig Make & Model Elevation: Datum: Inside Diameter (in.) 2 inches Drill Method: 4 -inch Solid Stem Auger Location: Hammer Weight Hammer Fall (in.) (lb.) 140 pounds 30 inches Bit Hoist/Hammer: Type: Auto Casing: -hammer Grover, CO Water Level Data Sample Identification Notes Date Time Elapsed Time Bottom of Casing Bottom of Hole Depth to Water CS Continuous C California Barrel 5/23/24 Dry S Split G Geoprobe Sampler Spoon R Core B Bulk T Thin Wall Tube Depth (ft.) Elevation ID Depth (ft.) Rec. (in.) or RQD/Rec. (%/in.) d .— o CO Stratigraphy (USCS` structure, Visual Soil: Density/consistency, odor, Rock: -Manual Hardness, moisture,optional joint spacing, weathering, Identification color, drilling GROUP descriptions, color, and NAME, geologic LITHOLOGY, rate (ft./min.) Description max. particle interpretation texture, size, Well Diagram Laboratory Results 0 (%) lanai° UCS (ksf) Su (ksf) a) 15 o ............ -0 0 ........ . o , 0 -. cn 3 E C c b_ _i 0_ 0 5 10 15 20 25 - 7 7 9 14 9 12 11 15 10 11 10 12 V. • • • L L� sandy CLAY, very stiff, olive grey, moist 15 ft. - 26.4 21.0 4.4 1.7 'teas • 0.0.6.0 ►-tar !..i11c' ...ti I ►:lei. Lt. air S•.i I frtrIO 4..y a Pea 144* ele 4 -.ti I Ari,Z; s:•k 1 ►.•I• • ►:fry. itsitosl s•.►,. I r• WIPP i!"tail s -.►. I :e. :` Said ►-��i s -.►AI ►-iwir: ;.r; ►-w Sr "tai' Saia -ii• 'tab' s •.i I Git*4wr S•.s,I 42, a-a�� gravelly SAND, medium dense, redish brown, dry to moist Maximum particle size is determined by direct observation within the limitations of the sampler. Boring No: B-1 NOTE: Soil identification based on visual -manual methods of the USCS as practiced by Martinez Assoiates, LLC. Boring No. B-1Sheet Martinez TEST BORING REPORT Associates No. 2 of 2 Client: Contractor: roject: GRE Retherford Grover Enterprises File Start: Finish: Driller: No. 5/23/24 5/23/24 Triax Engineering, LLC Casing Sampler Barrel Drilling Equipment and Procedures MA Rep.: K. Bui Type Modified California Rig Make & Model Elevation: Datum: Inside Diameter (in.) 2 inches Drill Method: 4 -inch Solid Stem Auger Location: Hammer Weight Hammer Fall (in.) (lb.) 140 pounds 30 inches Bit Hoist/Hammer: Type: Auto Casing: -hammer Grover, CO Water Level Data Sample Identification Notes Date Time Elapsed Time Bottom of Casing Bottom of Hole Depth to Water CS Continuous C California Barrel 5/23/24 Dry S Split G Geoprobe Sampler Spoon R Core B Bulk T Thin Wall Tube Depth (ft.) Elevation ID Depth (ft.) Rec. (in.) or RQD/Rec. (%/in.) d .— O m Stratigraphy (USCSI structure, Visual Soil: Density/consistency, odor, Rock: -Manual Hardness, moisture,optional joint spacing, Identification weathering, color, drilling GROUP descriptions, color, and NAME, geologic LITHOLOGY, rate (ft./min.) Description max. particle interpretation texture, size, Well Diagram Laboratory Results (%) leneJD UCS (ksf) Su (ksf) a) 15 to o ...- -0AI° 0 ...-- . o , 0 -. 3 E C c ii _i 0_ 30 35 — 40 - 45 - 50 - 55 - 60_ 5 S rs er vdpoi &e A 30 ft.- 34.7 sandy SILT, stiff, light brown, moist 31 11.- Martinez Associates Martinez 14025 W. 66th Avenue Arvada, Colorado 80004 Associates Phone: Fax: (303) 459-2216 (303) 482-2230 One Dimensional (Denver Swell/Consolidation Area Swell/Consolidation (ASTM Test) D 4546) Project Name: GRE Grover File No.: 24-0073 Client Prole( - Lab ID No.: 12919 Sample Date: 5/23/2024 Sampled By: K.Bui Reviewed By: K. Runner Sample Location: B-1 @5' USCS: Sample Data: Ring No: B Dish No: Buffalo Ring Mass (g): 276.5 Dish Mass (g): 6.8 Sample Height (in): 0.75 Swell Machine It: 2 Pre-test Sample _ Post-test Sample Ring + Sample p (g) � 331.4 Ring + Sample g p (g) 338.8 Dish wt: 6.8 Dish wt: 8.0 Wet wt (g): 253.7 Wet wt (g): 68.8 Dry wt (g): 202.2 Dry wt (g): 48.7 Results: Pre-test Sample Post-test Sample Moisture Content: 26.4% Moisture Content: 49.4% Wet Density (pcf): 94.7 _Wet Density (pcf): 108.1 Dry Density (pcf): 75.0 Dry Density (pcf): 72.4 Swell/Consolidation Load (ksf): 0.1 0.5 Add Water 0.5 1 2 Correction (x 10-4): 0 11 11 27 52 Dial Reading (x 10-4): 4560 4465 4525 4490 4345 Swell/Consolidation %: 0.0% -1.1% -0.3% -0.6% -2.2% Results: Tested By: A. Dudney Swell Upon Wetting @ o 0.8/ Checked By: K. Runner 500 Swell Pressure psf: (psf): 1,267 n not Swell/Consolidation Plot uogel V -L.U%0 - w 0 Inundated -3.0% 0.1 Applied 1 Pressure (ksf) 10 LABORATORY TEST SUMMARY Martinez Associates TABLE I PROJECT - GRE Grover PROJECT NO. 24-0073 Sample Location Sample Moisture V) Dry Density (pcf) Gravel Sand -200 V) `�°) Atterberg Limits Unconfined Compressive Strength (psf) Swell/Settlement Water Soluble Sulfates pH Resistivity ohm -cm Soil or Rock Description- USCS and AASHTO Boring No. Depth p (feet) LL (�o) PI (4o) f° Pressure (psf)°) B-1 5 i 26.4 75.0 0.8 1267 0.021 7.8 4000 10 21.0 94.1 0.006 7.8 6300 15 4.4 113.0 a 20 1.7 113.0 30 34.7 85.0 Martinez Associates, Inc. 1 RFEHI-:RFOhRD E If RISIS, I t. IY6®'ONLIi1'n. ecinu IIi1" USE BY SPECIAL REVIEW APPLICATION LETTER OF INTENT TO ALLOW COLLOCATION Weld County Department of Planning Services 1555 N. 17th Avenue Greeley, CO 80631 Re: Proposed Verizon Wireless Telecommunications Facility Parcel #: 029115000010 Property Address: TBD County Rd 118, Grover, CO 80729 Verizon Site Name: GRE GROVER To Whom It May Concern, Verizon Wireless is proposing to install a new 250' telecommunications tower at the location described above. Please be advised that Verizon will allow for the collocation of related facilities on the proposed tower, to the extent permitted by the relevant regulatory agencies and within the physical capacity of the tower. Additionally, any collocation must also comply with the company's policies regarding the allowable collocation of additional parties. Sincerely, Pam Goss Retherford Enterprises, Inc. A Consultant for Verizon Wireless From the desk of Pam Goss Retherford Enterprises, Inc. • P.O. Box 2977., Evergreen, CO 80437-2977 303-884-1179 • pam.goss@retherfordenterprises.com Mail Processing Center Federal Aviation Administration Southwest Regional Office Obstruction Evaluation Group 10101 Hillwood Parkway Fort Worth, TX 76177 Issued Date: 08/19/2024 Network Regulatory Cellco Partnership 5055 North Point Pkwy NP2NE Network Engineering Alpharetta, GA 30022 Aeronautical Study No. 2024-ANM-3 911 -OE ** DETERMINATION OF NO HAZARD TO AIR NAVIGATION ** The Federal Aviation Administration has conducted an aeronautical study under the provisions of 49 U.S.C., Section 44718 and if applicable Title 14 of the Code of Federal Regulations, part 77, concerning: Structure: Location: Latitude: Longitude: Heights: Antenna Tower GRE GROVER - 16921760 Grover, CO 40-50-26.06N NAD 83 104-12-02.97W 5040 feet site elevation (SE) 255 feet above ground level (AGL) 5295 feet above mean sea level (AMSL) This aeronautical study revealed that the structure does not exceed obstruction standards and would not be a hazard to air navigation provided the following condition(s), if any, is(are) met: Emissions from this site must be in compliance with the parameters set by collaboration between the FAA and telecommunications companies and reflected in the FAA 5G C band compatibility evaluation process (such as power, frequencies, and tilt angle). Operational use of this frequency band is not objectionable provided the Wireless Providers (WP) obtain and adhere to the parameters established by the FAA 5G C band compatibility evaluation process. Failure to comply with this condition will void this determination of no hazard. As a condition to this Determination, the structure is to be marked/lighted in accordance with FAA Advisory circular 70/7460-1 , Obstruction Marking and Lighting, a med-dual system -Chapters 4,8(M-Dual),&15. 15 . Any failure or malfunction that lasts more than thirty (30) minutes and affects a top light or flashing obstruction light, regardless of its position, should be reported immediately to (877) 487-6867 so a Notice to Air Missions (NOTAM) can be issued. As soon as the normal operation is restored, notify the same number. It is required that FAA Form 7460-2, Notice of Actual Construction or Alteration, be e -filed any time the project is abandoned or: At least 10 days prior to start of construction (7460-2, Part 1) X_ Within 5 days after the construction reaches its greatest height (7460-2, Part 2) Page 1 of 7 See attachment for additional condition(s) or information. This determination expires on 02/19/2026 unless: (a) the construction is started (not necessarily completed) and FAA Form 7460-2, Notice of Actual Construction or Alteration, is received by this office. (b) extended, revised, or terminated by the issuing office. (c) the construction is subject to the licensing authority of the Federal Communications Commission (FCC) and an application for a construction permit has been filed, as required by the FCC, within 6 months of the date of this determination. In such case, the determination expires on the date prescribed by the FCC for completion of construction, or the date the FCC denies the application. NOTE: REQUEST FOR EXTENSION OF THE EFFECTIVE PERIOD OF THIS DETERMINATION MUST BE E -FILED AT LEAST 15 DAYS PRIOR TO THE EXPIRATION DATE. AFTER RE-EVALUATION OF CURRENT OPERATIONS IN THE AREA OF THE STRUCTURE TO DETERMINE THAT NO SIGNIFICANT AERONAUTICAL CHANGES HAVE OCCURRED, YOUR DETERMINATION MAY BE ELIGIBLE FOR ONE EXTENSION OF THE EFFECTIVE PERIOD. This determination does not constitute authority to transmit on the frequency(ies) identified in this study. The proponent is required to obtain a formal frequency transmit license from the Federal Communications Commission (FCC) or National Telecommunications and Information Administration (NTIA), prior to on -air operations of these frequency(ies). This determination is based, in part, on the foregoing description which includes specific coordinates, heights, frequency(ies) and power. Any changes in coordinates, heights, and frequencies or use of greater power, except those frequencies specified in the Colo Void Clause Coalition; Antenna System Co -Location; Voluntary Best Practices, will void this determination. Any future construction or alteration, including increase to heights, power, or the addition of other transmitters, requires separate notice to the FAA. This determination includes all previously filed frequencies and power for this structure. If construction or alteration is dismantled or destroyed, you must submit notice to the FAA within 5 days after the construction or alteration is dismantled or destroyed. This determination does include temporary construction equipment such as cranes, derricks, etc., which may be used during actual construction of the structure. However, this equipment shall not exceed the overall heights as indicated above. Equipment which has a height greater than the studied structure requires separate notice to the FAA. This determination concerns the effect of this structure on the safe and efficient use of navigable airspace by aircraft and does not relieve the sponsor of compliance responsibilities relating to any law, ordinance, or regulation of any Federal, State, or local government body. A copy of this determination will be forwarded to the Federal Communications Commission (FCC) because the structure is subject to their licensing authority. If we can be of further assistance, please contact Steven Landry, at (404) 305-6249, or Steven.L- ctr.Landry@faa.gov. On any future correspondence concerning this matter, please refer to Aeronautical Study Number 2024-ANM-3911-OE. Page 2 of 7 Signature Control No: 627076537-630518449 Eric F Johnston Manager, Obstruction Evaluation Group Attachment(s) Additional Information Frequency Data Map(s) cc: FCC (DNE) Page 3 of 7 Additional information for ASN 2024-ANM-3911-OE Part 77 authorizes the FAA to evaluate a structure or object's potential electromagnetic effects on air navigation, communication facilities, and other surveillance systems. It also authorizes study of impact on arrival, departure, and en route procedures for aircraft operating under visual or instrument flight rules, as well as the impact on airport traffic capacity at existing public use airports. Broadcast in the 3.7 to 3.98 GHz frequency (5G C band) currently causes errors in certain aircraft radio altimeters and the FAA has determined they cannot be relied upon to perform their intended function when experiencing interference from wireless broadband operations in the 5G C band. The FAA has adopted Airworthiness Directives for all transport and commuter category aircraft equipped with radio altimeters that prohibit certain operations when in the presence of 5G C band. This determination of no hazard is based upon those mitigations implemented by the FAA and operators of transport and commuter category aircraft, and helicopters operating in the vicinity of your proposed location. It is also based on telecommunication industry and FAA collaboration on acceptable power levels and other parameters as reflected in the FAA 5G C band evaluation process. The FAA 5G C band compatibility evaluation is a data analytics system used by FAA to evaluate operational hazards related to aircraft design. The FAA 5G C band compatibility evaluation process refers to the process in which the telecommunication companies and the FAA have set parameters, such as power output, locations, frequencies, and tilt angles for antenna that mitigate the hazard to aviation. As the telecommunication companies and FAA refine the tools and methodology, the allowable frequencies and power levels may change in the FAA 5G C band compatibility evaluation process. Therefore, your proposal will not have a substantial adverse effect on the safe and efficient use of the navigable airspace by aircraft provided the equipment and emissions are in compliance with the parameters established through the FAA 5G C band compatibility evaluation process. Any future changes that are not consistent with the parameters listed in the FAA 5GC band compatibility evaluation process will void this determination of no hazard. Page 4 of 7 Frequency Data for ASN 2024-ANM-3911-OE LOW HIGH FREQUENCY FREQUENCY FREQUENCY UNIT ERP ERP UNIT 6 6 10 10 17.7 17.7 21.2 21.2 614 614 698 806 806 824 851 869 896 901 929 930 931 932 935 940 1670 1710 1850 1850 1930 1990 2110 2305 2305 2345 2496 3 700 7 7 11.7 11.7 19.7 19.7 23.6 23.6 698 698 806 901 824 849 866 894 901 902 932 931 932 932.5 940 941 1675 1755 1910 1990 1990 2025 2200 2360 2310 2360 2690 3980 GHz GHz GHz GHz GHz GHz GHz GHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz MHz 55 dBW 42 dBW 55 dBW 42 dBW 55 dBW 42 dBW 55 dBW 42 dBW 2000 W 1000 W 1000 W 500 W 500 W 500 W 500 W 500 W 500 W 7 W 3500 W 3500 W 3500 W 17 dBW 1000 W 3500 W 500 W 500 W 1640 W 1640 W 1640 W 500 W 500 W 2000 W 2000 W 2000 W 500 W 3280 W Page 5 of 7 TOPO Map for ASN 2024-ANM-3911-OE II O 0 Y t. • p CORD T7'8 Page 6 of 7 Sectional Map for ASN 2024-ANM-3911-OE • S r 0 a C i )ENVERJEFMINLAL MEA, . -- ccura.bi:. to use the Denver VF !a Chart fpr'ftights at or below 6 I a Grover I ph S F GLASS B ALTITUDES Ceiling in hundreds offfeet MSL i1/4441,4 .1,, (1/4 Floor in hundredslof feet MSL • 5 AM.j a a, I. V • S S • Page 7of7 GRE Grover CR 118 Grover, CO tifzi I a. This is a photo simulation; it is designed to represent the proposal to the most accurate extent possible. This is not intended to be an exact representation. H' f RFIHFRFORD ENTERPRISES, INC. rewun FIG CONNECTIONS Weld County - Use by Special Review (USR) Request - 7/2/2024 Verizon Wireless - GRE GROVER Pipeline & Powerline Owner List Property Owner Kenneth Everitt 53863 WCR 136 Pine Bluffs, WY 82082 970-590-2328 kenny2353@wigginstel.com S ite Name: S ite Address: Parcel ID: Zoning: P roject Description: Pipeline Owner: Applicant Verizon Wireless 9656 S. Prosperity Road West Jordan, UT 84081 Attn: Paige Gardiner 801-703-1554 Paige.gardiner©verizonwireless.com Applicant Representative Retherford Enterprises Inc. 7093 Silverhorn Dr Evergreen, CO 80439 Attn: Pam Goss 303-884-1179 pam.goss@retherfordenterprises.com GRE GROVER TBD County Road 118, Grover, CO 029115000010 A -Agriculture New 250' lattice telecommunication tower with equipment shelter and generator. Tallgrass Colorado Pipeline Inc. 370 Van Gordon Street Lakewood, CO 80228 Overhead Power Line Owner: High West Energy 6270 CR 712 PO Box 519 Pine Bluffs, WY 82082 Tam cosspamgoss@reterfor enterprises.com 303-884-1179 FOR COMMERCIAL OR INDUSTRIAL BUILDINGS, PLEASE COMPLETE THE FOLLOWING INFORMATION: Business Name: Address: Business Owner: Home Address: Verizon Wireless 180 Washington Valley Rd Phone: 1-800-264-6620 City, state, zip: Phone: City, state, zip: List up to three persons in the order to be called in the event of an emergency: NAME TITLE Verizon Network Operations Center PHONE 1-800-264-6620 Bedminster, NJ 07921 ADDRESS 180 Washington Valley Rd, Bedminster, NJ 07921 Business Hours: 24hrs UTILITY SHUT OFF LOCATIONS: Main Electrical: Gas Shut Off: At equipment shelter Days: 7 days/week NA Exterior Water Shutoff: NA Interior Water Shutoff: NA 12/15/21 12 Weld County Treasurer Statement of Taxes Due Account Number R0250986 Legal Description PT W2 15-10-61 N & E OF RR EXC ABDN RR RJW & EXC OG&M (8S 2R) Account: R0250986 EVERITT KENNETH HOWARD 53863 WCR 136 PINE BLUFFS, WY 82082-4202 Year 2023 Charges Tax Parcel 0291 15000010 Billed $23.26 Situs Address Payments $23.26 Balance $0.00 Grand Total Due as of 07/01/2024 $0.00 Tax Billed at 2023 Rates for Tax Area 6314 - 6314 Authority WELD COUNTY SCHOOL DIST RE12-GROVER UPPER CROW CREEK GROUND WAT PAWNEE FIRE AIMS JUNIOR COLLEGE HIGH PLAINS LEBRARY WEST GREELEY CONSERVATION Taxes Billed 2023 * Credit Levy Mill Levy 12.0240000* 4.9920000 2.0000000 1,2500000 63360000 3.1960000 0.4140000 Amount Values $9.25 $3.85 $1 .54 $0.96 $4.88 $2.46 $0.32 30.2 1 20000 $23.26 AG -GRAZING LAND Total Actual $2,911 $2,911 Assessed $770 $770 ALL TAX LIEN SALE AMOUNTS ARE SUBJECT TO CHANGE DUE TO ENDORSEMENT OF CURRENT TAXES BY THE LIENHOLDER OR TO ADVERTISING AND DISTRAINT WARRANT FEES. 1 Weld County Treasurer's Office 1400 N 17th Avenue PQ Box 458 Greeley, CO 80632 Phone: 970-400-3290 Pursuant to the Weld County Subdivision Ordinance, the attached Statement of Taxes Due issued by the Weld County Treasurer are evidence that as of this date, all current and prior year taxes related to this parcel have been paid in full. Signed: Date: Hello