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Home My WebLink About20191940USE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631 wwv./ weldgov. com * 970-400-6100 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY 'f s Parcel Number*: Address of site: DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: 1 2 0 7 _ 1 9_ 0 _ 0 0_ 0 6 9 14336 County Road 1 Legal Description: NW4SW4 Lot A MS -18 USR19-0006 DAungst ('A 12 digit number on Tax I.D. information, obtainable at www weldgov.coml. Section: 19 Township: 3 N Range: 68 W Zone District: AG Acreage: 7.99 Floodplain: eological Hazard: YON® Airport Overlay: YGJ® FEE OWNER(S) OF THE PROPERTY. Name: MNR LLC Owners: Bill Miller / Terry Goode / Bill Novell Company: Phone #: 970-290-8478 Street Address: 850 S. Main St. Email: bill@midwestcranellc.com / City/State/Zip Code: Applicant Name: Rill Nnvall Company: Phone #: 970-290-8478 Longmont, CO 80501 Street Address: 6000 Kiva Ridge Dr Email: billnovell@hotmail.com City/State/Zip Code: Berthoud. CO 80513 Name: Company: Phone #: Street Address: City/State/Zip Code: Email: APPLICANT OR AUTHORIZED AGENT: (See below: Authorization must accompany all applications signed by Authorized Agents) Name Rosi Dennett. AICP Company: FRONT RANGE LAND SOLUTIONS Phone #303-682-9729 Email: rosidennett@gmail.com Address: 210 Lincoln St City/State/Zip Code: Longmont,CO 80501 PROPOSED USE. Self Storage Facility I (We) hereby depose and state tinder 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 tile -fee owner, notarized evidence must be included in icating that the signatory has to legal authority to sgn for theorpo ion (277&-2°1 Signature: Owner or A6thotized Agen Date Signat�ffe: Owner or Authorized Agent f k2jl E1 4„,_/ Print Name Ros ] Print Name Rev 4/2016 DEPARTMENT OF PLANNING ANO BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17''' AVENUE GREELEY. CO 8O534 AUTHORIZATION FORM FOR BUILDING, PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES vvei William Novell 9 permission to Rosi Dennett ?Owner - please print) (Appbcant'Agent - please print} to apply for any Planning. But&d ng or Hearth Department permits or services on our behalf, for the property located at 14336 County Road 1 Weld Legal Deli�rption Attached of Section 19 . Tawnsnsp 3 N. Rage 68 W N/A St'tdiiviscon Name Lot Block Property Owners information Phone 970-290-1777 App1icantJAgent Contact Information: X18 303-682-9729 bihnovell@hotmail corn E -Mail rosidennett@gmail corn Emil correspondence to be sent to Owner ApplioantiAgent Both X Postal service :orrespcnden ce to be Wit '° ;choose only cael Owner Applicant/Agent X Additional Info - Owner Signature -f / "/ Owner Signature �2 Data ,l/ ,,, TO WHOM IT MAY CONCERN, I, WILLIAM R. MILLER, THE PRESIDING MANAGING MEMBER OF MNR, L.L.C., AUTHORIZES WILLIAM NOVELL TO ACT ON BEHALF OF MNR, I.L.C. AS AGENT IN THE CONSTRUCTION OF STORAGE UNITS. THIS ENCOMPASSES NEGOTIATE, SUBMIT, DISCUSS, SIGN, APPROVE, OR ANY OTHER DUTY REQUIRED IN HIS PERFORMANCE OF CONSTRUCTING THE STORAGE UNITS PROJECT ON BEHALF OF MNR, L.L.C. SINCERELY, WILLIAM R. MILLER DATE MANAGING MEMBER TO WHOM IT MAY CONCERN, I, THERESA GOODE, THE MANAGING PARTNER OF THE LEO E. RIEKE FAMILY PARTNERSHIP AGREES WITH WILLIAM R. MILLER TO APPOINT WILLIAM NOVELL TO ACT ON BEHALF OF MNR, L.L.C. AS THE AGENT IN THE CONSTRUCTION OF STORAGE UNITS. SINCERELY, kji...."-A-st-Aft, THERESA GOODE MANAGING PARTNER USE BY SPECIAL REVIEW (USR) QUESTIONAIRE County Line Storage 14336 County Road 1 Weld County. Colorado January 8, 2019 Planning Questions 1, Explain, in detail, the proposed use of the property. The proposed use of the property is for a self -storage facility. The storage will house RVs, boats, trailers, cars, ATVs and general indoor residential storage. The facility will include one 2 - story building and 15 additional one-story buildings with a total of 786 units. The building will have a stucco. brick/stacked rock facade. The existing single-family dwelling, located in the western portion of the property adjacent to Weld County Road 1. will continue as a separate rental use not associated with the self -storage facility. The northern existing access to the property will continue to serve the house only, and the southern existing access will be improved for the self -storage facility as shown on the site plan. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. The proposed property improvement is consistent with Weld County's agricultural and economic goals identified in the Comprehensive Plan and will provide a service that is valuable to the surrounding area Specifically regarding the agricultural element of the Comprehensive Plan. Section 22-2-10.B. states "The intent of the agricultural goals is to support all forms of the agricultural industry and, at the same time, to protect the rights of the private property owners to convert their agricultural lands to other appropriate land uses .." In addition, C. Policy 1.1. states "Ensure that adequate levels of services and facilities are currently available or reasonably obtainable", A. Goal 7. states 'County land use regulations should protect the individual property owner's right to request a land use change'. and A. Policy 7.2. states `Conversion of agricultural land to nonurban residential, commercial and industrial uses should be accommodated when the subject site is in an area that can support such development, and should attempt to be compatible with the region The location of the site is in close proximity to Hwy 66 and has frontage to WCR 1. This location will allow customers convenient and safe access to the facility while minimizing additional traffic on WCR 1 between Longmont and Berthoud. A recently completed traffic study (see attached) indicates the existing roadway system can adequately serve the proposed use In addition. the proposal is in accordance with the economic development goals and policies of Section 22-6-20. Specifically, the County's goal to encourage new businesses that will provide employment opportunities in the County, recognizing that small businesses and individuals provide the highest level of economic output in the County The proposal furthers 1 the County's policies for economic growth that allows the free market to prosper and grow the local economy while protecting the public health. safety and welfare of County residents 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. The proposal is consistent with the purpose and intent of Chapter 23 of the Weld County Code. Specifically the proposed use will contribute to the tax base of the County, will foster the County's business and economic base, and will conserve the property value. The use will provide a much -needed storage service to surrounding County residents. The proposed structures will be constructed in accordance with the bulk requirements of the County Zoning requirements. Design elements of the proposed improvements will protect the public health, safety and welfare of County residents. 4. Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. The surrounding land use consists of urban residential, oil & gas and agricultural. A variety of home businesses exist in the neighborhood including a wood -cutting business and a granite counter business. The proposed self -storage facility will complement the diverse surroundings and it is consistent with the Comprehensive Plan of allowing commercial businesses to exist within certain agricultural areas In addition, a recently completed market study indicates the need for residential storage facilities in this area. 5. What are the hours and days of operation? The hours of operation will be from 6:00am to 6:00pm 7 days a week. 6. List the number of full time and/or part time employees proposed to work at this site. 2 full time employees and 1 part time employee 7. If shift work is proposed include the number of employees per shift. Does not apply 8. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. Approximately 8 customers per hour are anticipated as reflected in the traffic study 9. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. 2 Does not apply 10. Describe the type of lot surface and the square footage of each type. (e.g. asphalt, gravel, landscaping, dirt, grass, buildings). The lot surface of the site consists of 378,936 square feet and includes 10,890 square feet of area fenced off for the existing single family home. 127.080 square feet of storage buildings. 15,000 square feet for the retention pond and 225,000 square feet of asphalt driveway. 11. How many parking spaces are proposed? How many handicapped (ADA, parking spaces are proposed? As shown on the attached site plan, 7 total parking spaces are proposed including 1 ADA space. 12.Explain the existing and proposed landscaping for the site. The existing landscape is natural growth. The existing landscaping around the dwelling will remain and continue to be maintained The proposed landscaping around the storage facility is indicated on the landscape plan and includes a row of eight evergreen trees north of the retention pond to screen the 2 -story storage building from the adjacent neighboring dwelling to the north and deciduous trees along the perimeter fencing for aesthetics and screening purposes. The disturbed areas not covered with asphalt or concrete will be seeded in native grasses as shown on the plan. 13. Describe the type of fence proposed for the site (e.g. 6 foot chain link with earth tone slats) A 6 ft. wrought iron fence is proposed around the perimeter of the storage facility as shown on the landscape plan. 14. Describe the proposed screening for all parking and outdoor storage areas. If the site is located in a floodplain outdoor storage is restricted. The small parking area is located east of the existing ranch dwelling and will be screened by the house and existing mature landscaping. In addition, the north and south sides of the parking area are landscaped with bushes as shown on the landscape plan. No outdoor storage is proposed 15. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. No reclamation procedures will be needed. Termination of (USR) is not expected to occur 3 16. Who will provide fire protection to the site? Mountain View Fire District, and the storage buildings will be sprinklered per fire district requirements. 17. List all proposed on -site and off -site improvements associated with the use (e.q. landscaping, fencing, buildings, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. A. Storage buildings — 1St floor of 2 -story building half of garages & 3 to 5 storage units — 6 to 8 months. B. Storage buildings — 2" floor of 2 -story building. remaining garages & storage units — as market demands. C. Asphalt or concrete drives & curb: 6 to 8 months. D. Retention pond- 6 to 8 months_ E. Entry gates 6 to 8 months. F. Wrought iron fencing' 6 to 8 months. G. Signage: 6 to 8 months. H. Landscaping 6 to 8 months. Engineering Questions 1. Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) Do to the nature of business, it is difficult to determine each vehicle type. The totals are reflected in the Traffic Impact Study on page 11 as such; On a representative day, this development will generate 16 morning highway peak hour trips. 17 afternoon highway peak hour trips and 210 daily trips. These trips are considered minor. 2. Describe the expected travel routes for site traffic. In this case, virtually all traffic will use County Line Road. Directional site traffic was estimated given the availability and location of major arterial streets serving this area. 3. Describe the travel distribution along the routes [e.q. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) Site traffic distribution is 85% will come from the south, 15% from the north. As indicated in the Traffic Impact Study. peak hour site traffic will be minor (8-9 directional vehicles per hour) and therefore, is not expected to result in any noticeable adverse impacts at the existing nearby intersections. 4. Describe the time of day that you expect the highest traffic volumes from above. Morning peak hours 7:00 - 9:00 AM., and the afternoon peak hours 4:00 - 6.00 P.M 5. Describe where the access to the site is planned. The existing access located on the east side of County Line on the south side of the existing residential structure will be improved and continue to be used as the access to the storage facility. 6. Drainage Design; The site requires a storm water detention pond and all the supporting documentation has been submitted. Environmental Health Question 1. What is the drinking water source on the property? Tap water is provided by the Longs Peak Water District as indicated in the attached March 23, 2018 letter from General Manager, Gary Allen. 2. What type of sewage disposal system is on the property? A new septic system that will serve both the existing residential structure and the self -storage facility is proposed. 3. If storage or warehousing is proposed, what type of items will be stored? The storage facility will be utilized for RV's, boats. ATV's and residential indoor storage. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. Storage of the above stated will be onsite and indoor storage which includes garage size units. 5. If there will be fuel storage on site indicate the gallons and the secondary containment State the number of tanks and gallons per tank. No bulk fuel storage will be allowed on property. 6. If there will be washing of vehicles or equipment on site indicate how the wash water will be contained. No vehicle wash will occur 7. If there will be floor drains indicate how the fluids will be contained. No floor drains will be used. 8. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) 5 No air emissions will occur. 9. Provide a design and operations plan if applicable. (e. q. composting, landfills, etc.) Not applicable 10. Provide a nuisance management plan if applicable. (e. q. dairies, feedlots, etc.) There will not be a need for a nuisance plan. Building Questions 1. List type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the square footage. The existing one-story dwelling is approximately 2,412 square feet (including attached garage and porch). The existing utility shed of 956 square feet will be removed prior to construction of the storage facility. The proposed total square footage of storage structures is approximately 153,800 square feet and includes one two-story storage building that is 54.000 square feet and 15 single -story storage buildings ranging from 3.900 square feet to 14,525 square feet as shown on the attached site plan. This square footage includes 800 square feet of office space located in the southwest portion of the two-story structure. 2. Explain how the existing structures will be used for this USR? The existing single-family dwelling will continue to be used as a separate residence not associated with the storage facility. 3. List the proposed use(s) of each structure. The existing dwelling will continue to be used as a separate residence as a rental unit. unaffiliated with the storage facility. The proposed structures will house individual self -storage units and an office space for the business as shown on the attached site plan. Building design details are also included on the site plan. 6 Diana Aungst Subject: FW: County Line Self Storage Special Use Application From: Rosi Dennett <rosidennett@gmail.com> Sent: Thursday, January 17, 2019 4:33 PM To: Diana Aungst <daungst@weldgov.com> Subject: Re: County Line Self Storage Special Use Application Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Okay. So I just spoke with Bill again, and he indicated that he can commit to not having any outdoor storage as that was not the intention anyway. And he said he's planning on pulling the building permits for all of the structures at the same time, so there really isn't any phasing. Thanks, Rosi On Thu, Jan 17, 2019 at 4:18 PM Diana Aungst <daungst@weldgov.com>wrote: Rosi Dennett. AICP FRONT RANGE LAND SOLUTIONS 210 Lincoln St Longmont,CO 80501 303-682-9729 1 OFFICE OF THE SECRETARY OF STATE OF THE STATE OF COLORADO CERTIFICATE OF FACT OF GOOD STANDING I, Jena Griswold, as the Secretary of State of the State of Colorado, hereby certify that, according to the records of this office, MNR, L.L.C. is an entity formed or registered under the law of Kansas . has complied with all applicable requirements of this office, and is in good standing with this office. This entity has been assigned entity identification number 20021298140 . This certificate reflects facts established or disclosed by documents delivered to this office on paper through 01/14/2019 that have been posted, and by documents delivered to this office electronically through 01/16/2019 @ 07:53:25 . I have affixed hereto the Great Seal of the State of Colorado and duly generated, executed, and issued this official certificate at Denver, Colorado on 01/16/2019 @ 07:53:25 in accordance with applicable law. This certificate is assigned Confirmation Number 11331450 . Secretary of State of the State of Colorado *******s**s******s*********s********ss*******Endofcertillcatesssss*ss*ssssssssss********ssssss******ssst* ,Votice:.4 certificate issued electronicallyfrom the Colorado Secretary of State's Web site isfully and immediately valid and effective. However. as an option. the issuance and validity of a certificate obtained electronically may be established by visiting the t al,date a Certificate page of the Secretary of Stare's Web site. hup..11www.sos.state.co.us/beCertificateSearchCriteria.do do entering the certificate's confirmation number displayed on the certificate, and following the instructions displayed. Confirming the issuance of a certificate is merely optional and is not necessary to the valid and effective issuance of a certificate. For more information, visit our Web site. http:/Avww.sos.state.co.us! click "Businesses, trademarks, trade names- and select "Frequently Asked Questions.- Document must be filed electronically. Paper documents are not accepted. Fees & forms are subject to change. For more information or to print copies of filed documents, visit www.sos.state.co.us. -Filed Colorado Secretary of State Date and Time: 12/24/2018 08:04 AM ID Number: 20021298140 Document number: 20188017346 Amount Paid: $10.00 ABOVE SPACE FOR OFFICE USE ONLY Periodic Report filed pursuant to §7-90-301, et seq. and §7-90-501 of the Colorado Revised Statutes (C.R.S) ID number: Entity name: Jurisdiction under the law of which the entity was formed or registered: 1. Principal office street address: 2. Principal office mailing address: (if different from above) 3. Registered agent name: (if an individual) or (if a business organization) 4. The person identified above as registered agent has consented to being so appointed. 20021298140 MNR, L.L.C. Kansas 850 S MAIN LONGMONT (Street name and number) (City) (Province - if applicable) CO 80501 (State) (Postal/Zip Code) United States (Country - if not US) 7313 W. 89TH TERR (Street name and number or Post Office Box information) OVERLAND PARK cup (Province — tf applicable) Novell (Last) KS 66212 (State) (Postal Zip Code) United States (Country - if not LS) William (First) (Middle) (Sulfa) 5. Registered agent street address: 6. Registered agent mailing address: tifdiflerent from above) REPORT 850 S MAIN (Street name and number) LONGMONT (City) 6000 KIVA RIDGE DR CO 80501 (State) (Postal Zip Code) (Street name and number or Post Office Box information) Berthoud r( 'III (Province - if applicable) CO 80513 (State) (Postal Zip Code) United States (Country - if not L'S) Page 1 of 2 Rev 12/01/2012 Notice: Causing this document to be delivered to the secretary of state for filing shall constitute the affirmation or acknowledgment of each individual causing such delivery, under penalties of perjury, that the document is the individual's act and deed, or that the individual in good faith believes the document is the act and deed of the person on whose behalf the individual is causing the document to be delivered for filing, taken in conformity with the requirements of part 3 of article 90 of title 7, C.R.S., the constituent documents, and the organic statutes, and that the individual in good faith believes the facts stated in the document are true and the document complies with the requirements of that Part, the constituent documents, and the organic statutes. This perjury notice applies to each individual who causes this document to be delivered to the secretary of state, whether or not such individual is named in the document as one who has caused it to be delivered. 7. Name(s) and address(es) of the individual(s) causing the document to be delivered for filing: COUGHLIN 11' 7313 W 89TH TERR BETTE (First) (A -fiddle) (Suffix) (Street name and number or Post Office Box in/onnation) OVERLAND PARK KS 66212 (State) (Postal/Zip Code) United States (Province - if applicable) (Comity - if not (;S) (The document need not state the true name and address of more than one individual. However. if you wish to slate the name and address of any additional individuals causing the document to be delivered for filing. mark this box ❑ and include an attachment stating the name and address of such individuals) Disclaimer: This form, and any related instructions, are not intended to provide legal, business or tax advice, and are offered as a public service without representation or warranty. While this form is believed to satisfy minimum legal requirements as of its revision date, compliance with applicable law, as the same may be amended from time to time, remains the responsibility of the user of this form. Questions should be addressed to the user's attorney. REPORT Page 2 of 2 Rev. 12/01/2012 OPERATING AGREEMENT THIS OPERATING AGREEMENT is entered into on this day of January, 1999, by and between all the Members of MNR, L.L.C., a Kansas Limited Liability Company (hereinafter the "Company"). The Members of the Company agree, acknowledge and understand as follows: ARTICLE I OFFICES 1.1 Principal Office. The principal office of the Company shall be located at 15585 South Keeler, Olathe, Johnson County, Kansas 66051-0963. The Company may have such other offices, either within or without the State of Kansas, as the Members may designate or as the business of the Company may from time to time require. 1.2 Registered Office. The registered office of the Company may, but need not, be identical with the Principal Office in the State of Kansas. The address of the initial registered office of the Company is 15585 South Keeler, Olathe, Johnson County, Kansas 66051-0963, and the initial registered agent at such address is William Miller. The registered office and the registered agent may be changed from time to time by action of the Members and by filing the prescribed form with the Kansas Secretary of State. ARTICLE II MEETINGS 2.1 Annual Meeting. The annual meeting of the Members shall be held on the first Thursday in the month of January each year, beginning with the year 2000 at the hour of 10:00 o'clock a.m., for the purpose of electing the Presiding Member (and any officers the Members deem prudent to designate and elect) and for the transaction of such other business as may come before the meeting. If the day fixed for the annual meeting shall be a legal holiday, such meeting shall be held on the next succeeding business day. If the election shall not be held on the day designated herein for the annual meeting of the Members, or at any adjournment thereof, the Members shall cause the election to be held at a special meeting of the Members as soon thereafter as it may conveniently be held. 2.2 Special Meeting. Special meetings of the Members, for any purpose or purposes, unless otherwise prescribed by statute, may be called by the Presiding Member or by any Member or Members holding not less than one -fifth of the voting power of the Company. 2.3 Regular Meetings. The Members, Managers or Committees may by resolution prescribe the time and place for the holding of regular meetings and may provide that the adoption of such resolution shall constitute constructive notice of such regular meetings. If the Members or Committees do not prescribe the time and place for the holding of regular meetings, such regular meetings shall be held at the time and place specified by the Operating Manager in the notice of each regular meeting. 2.4 Notice of Meetings. Written notice stating the place, day and hour of the meeting, and in case of a special meeting, the purposes for which the meeting is called shall be delivered not less than ten (10) days before the date of the meeting, either personally or by mail, by or at the direction of the Presiding Member, to each Member of record entitled to vote at such meeting. If mailed, such notice shall be deemed to be delivered when deposited in the United States mail, addressed to the Member at his address as it appears on the books of the Company, with postage thereon prepaid. When all the Members of the Company are present at any meeting, or if those not present sign in writing a waiver of notice of such meeting, or subsequently ratify all the proceedings thereof, the transactions of such meeting are as valid as if a meeting were formally called and notice had been given. 2.5 Quorum. At any meeting of the Members, a majority of the equity interests, as determined by the capital contribution of each Member as reflected on the books of the Company, represented in person or by proxy, shall constitute a quorum at a meeting of the Members. If less than said majority of the equity interests are represented at a meeting, a majority of the interests so represented may adjourn the meeting from time to time without further notice. At such adjourned meeting at which a quorum shall be present or represented, any business may be transacted which might have been transacted at the meeting as originally notified. The Members present at a duly organized meeting may continue to transact business until adjournment, notwithstanding the withdrawal of enough Members to leave less than a quorum. 2.6 Proxies. At all meetings of Members, a Member may vote by proxy executed in writing by the Member or by his duly authorized attorney -in -fact. Such proxy shall be filed with the Presiding Member of the Company before or at the time of the meeting. No proxy shall be valid after three years from date of execution, unless revoked or as otherwise provided in the proxy. 2.7 Voting by Certain Members. Membership Certificates held in the name of a corporation, partnership or company may be voted by such officer, partner, agent or proxy as the Bylaws or agreements of such entity may prescribe or, in the absence of such provision, as the Board of Directors of such entity may determine. Certificates held by a trustee, personal representative, administrator, executor, guardian or conservator may be voted by him, either in person or by proxy, without a transfer of such certificates into his name. 2.8 Manner of Acting. 2.8.1 Formal Action by Members. Ordinarily, the act of a majority of the Members present at a meeting at which a quorum is present shall be the act of the Members. Upon demand of any Member, voting on a particular issue shall be in accordance with percentage of equity ownership in the Company. 2.8.2 Procedure. The Presiding Member of the Company shall preside at meetings of the Members, may move or second any item of business, and may vote upon any matter. A record shall be maintained of the meetings of the Members. The Members may adopt their own rules of procedure, which shall not be inconsistent with this Operating Agreement. 2.8.3 Presumption of Assent. A Member of the Company, who is present at a meeting of the Members, at which action on any matter is taken, shall be presumed to have assented to the action taken, unless his dissent shall be entered in the minutes of the meeting or unless he shall file his written dissent to such action with the person acting as the secretary of the meeting before the adjournment thereof or shall forward such dissent by certified mail to the secretary of the meeting immediately after the adjournment of the meeting. Such right to dissent shall not apply to a Member who voted in favor of such action. 2.8.4 Informal Action of Members,. Unless otherwise provided by law, any action required to be taken at a meeting of the Members, or any other action which may be taken at a meeting of the Members, may be taken without a meeting if a consent in writing, setting forth the action so taken, shall be signed by all the Members entitled to vote with respect to the subject matter thereof. 2.9 Order of Business. The order of business at all meetings of the Members, shall be as follows: 1. Roll Call. 2. Proof of notice of meeting or waiver of notice. 3. Reading of minutes of preceding meeting. 4. Reports of Committees. 5. Unfinished Business. 6. New Business. 2.10 Telephonic Meeting. Members of the Company may participate in any meeting of the Members by means of conference telephone or similar communication if all persons participating in such meeting can hear one another for the entire discussion of the matter(s) to be voted upon. Participating in a meeting pursuant to this Section shall constitute presence in person at such meeting. ARTICLE III FISCAL MATTERS 3.1 Fiscal Year. The fiscal year of the Company shall begin on the first day of January and end on the last day of December each year, unless otherwise determined by resolution of the Members. SECRETARY OF THE COMPANY, AND THIS MEMBERSHIP CERTIFICATE CANNOT BE SOLD, PLEDGED, TRANSFERRED OR OTHERWISE DISPOSED OF OR ENCUMBERED EXCEPT SUBJECT TO THE PROVISIONS OF SAID OPERATING AGREEMENT." 4.2 Certificate Register. The Company shall maintain a Certificate Register for the Membership Certificates which reflects the capital contribution of each Member. 4.3 Transfers of Shares. Any Member proposing a sale, transfer, assignment or other alienation, whether voluntary or involuntary, of his Membership Certificate(s), shall first notify the Company in writing of all the details of and consideration for the proposed sale, transfer, assignment or other alienation. The Company, for the benefit of the remaining Members, shall have the irrevocable first right to acquire the equity by cancellation of the Certificate under the same terms and conditions first proposed by the withdrawing Member. If the Company declines to elect such option, the remaining Members desiring to participate may proportionately (or in such proportions as the remaining Members may agree) purchase such interest under the same terms and conditions first proposed by the withdrawing Member. If the sale, transfer, assignment or other alienation is made as originally proposed and the other Members fail to approve such sale, transfer, assignment or other alienation by unanimous written consent, the transferee or assignee shall have no right to participate in the management of the business and affairs of the Company or to become a Member. The transferee or assignee shall only be entitled to receive the share of the profit or other compensation by way of income and the return of contributions to which that Member would otherwise be entitled. Any voluntary or involuntary sale, transfer or other alienation of any Membership Certificate, in violation of this Agreement, shall be void, and the Company and the Members shall not recognize any such prohibited transfer. For purposes of this Agreement, an involuntary sale, transfer, assignment or alienation shall be included, but not be limited to, (i) sale upon execution in foreclosure of any lien, security interest or other charge, (ii) an acquisition of an interest therein by a trustee in bankruptcy or similar officer, (iii) a property settlement in any divorce decree transferring possession or ownership of any Membership Certificate; or any other order of a court. 3.2 Deposits. All funds of the Company shall be deposited from time to time to the credit of the Company in such banks, trust companies or other depositories as the Members may select. 3.3 Checks, Drafts, Etc. All checks, drafts or other orders for the payment of money, and all notes or other evidences of indebtedness issued in the name of the Company shall be signed by any Member or Members as the Members may be authorized by Bank Form of Resolution or other similar action. 3.4 Loans. No loans shall be contracted on behalf of the Company and no evidences of indebtedness shall be issued in its name unless authorized by a resolution of the Members. Such authority may be general or confined to specific instances. 3.5 Contracts. The Members may authorize any Member or agent of the Company to enter into any contract or execute any instrument in the name of and on behalf of the Company, and such authority may be general or confined to specific instances. 3.6 Accountant. An Accountant may be selected from time to time by the Members to perform such tax and accounting services as may, from time to time, be required. The Accountant may be removed by the Members without assigning any cause. 3.7 Legal Counsel. One or more Attorney(s) at Law may be selected from time to time by the Members to review the legal affairs of the Company and to perform such other services as may be required and to report to the Members with respect thereto. The Legal Counsel may be removed by the Members without assigning any cause. ARTICLE IV MEMBERSHIP CERTIFICATES AND THEIR TRANSFER 4.1 Certificates. Membership Certificates representing equity interest in the Company shall be in such form as shall be determined by the Members. Such Membership Certificates shall be signed by all the Members. All Membership Certificates shall be consecutively numbered or otherwise identified. The name and address of the person to whom the Membership Certificates are issued, with the Capital Contribution and the date of issue, shall be entered in the Certificate Register of the Company. In case of a lost, destroyed or mutilated Membership Certificates, a new one may be issued upon such terms and indemnity to the Company as the Members may prescribe. 4.2 Legend. All Membership Certificates now owned or hereafter owned by the parties to this Agreement shall be stamped or marked with a legend substantially as follows: "THIS MEMBERSHIP CERTIFICATE IS ISSUED AND HELD PURSUANT TO A CERTAIN OPERATING AGREEMENT, A COPY OF WHICH IS FILED WITH THE ARTICLE V BOOKS AND RECORDS 5.1 Books and Records. The books and records of the company shall be kept at the principal office of the company or at such other places, within or without the state of Kansas, as the Members shall from time to time determine. 5.2 Right of Inspection. Any Member of the Company shall have the right to examine at any reasonable time or times for any purpose, the books and records of account, minutes and records of Members and to make copies thereof. Such inspection may be made by any agent or attorney of the Member. Upon the written request of any Member of the Company, it shall mail to such Member its most recent financial statement, showing in reasonable detail its assets and liabilities and the results of its operations. 5.3 Financial Records. All financial records shall be maintained and reported based on generally acceptable accounting practices. ARTICLE VI DISTRIBUTION OF PROFITS The Members may from time to time unanimously declare and distribute money or other property to the Members in proportion to their contributions to the capital of the Company as recorded in the Certificate Register. Said distribution can only occur if after the distribution is made, the assets of the Company are in excess of the liabilities of the Company (excluding liability to the Members). ARTICLE VII MANAGEMENT 7.1 Management. All Members shall have proportionate rights to in the management of the Company. No Member shall, without the written consent of the other Members; (i) endorse any note or act as an accommodation party, or otherwise become a surety for any transaction; (ii) borrow or lend money, deliver or accept commercial paper or execute any mortgage, security agreement, bond or lease, or purchase or contract to purchase or sell or contract to sell any property of the Company; (iii) mortgage, grant a security interest in his or its share of the Company or the Company's assets or property; or (iv) do any act detrimental to the best interests of the Company or which would make it impossible to carry on the ordinary purpose of the Company. 7.2 Presiding Member. The Members shall elect a Presiding Member. The Presiding Member shall, when present, preside at all meetings of the Members, be the official spokesperson for the Company, and be the person primarily responsible for conducting transactions with the Company's Attorney(s) and Accountant(s). The Presiding Member shall perform such duties as may be prescribed by the Members from time to time. The initial Presiding Member shall be William Miller. 7.3 Other Officers. The Members, upon unanimous consent, may designate and create offices to be filled by Members or managers. 7.4 Election and Tenure. The Presiding Member (and any officers) of the Company shall be elected annually by the Members at the annual meeting. The Presiding Member (and officers) shall hold office from the date of election until the next annual meeting and until a successor shall have been elected, unless he shall sooner resign or be removed. 7.5 Resignations and Removal. The Presiding Member (or any officer) may resign at any time by giving written notice to all of the Members, and, unless otherwise specified therein, the acceptance of such resignation shall not be necessary to make it effective. The Presiding Member (or any officer) may be removed at any time by the Members with or without cause. Such removal shall be without prejudice to the contract rights, if any, of the person so removed. 7.6 Vacancies. A vacancy in any office may be filled for the unexpired portion of the term by the Members. 7.7 Salaries. The salaries of the officers shall be fixed from time to time by the Members and no officer shall be prevented from receiving such salary by reason of the fact he is also a Member of the Company. 7.8 Current Members. The current Members of the Company and their respective interests therein are as follows: William D. Novell Goose Creek, L.L.C. Leo E. Rieke Family Limited Partnership ARTICLE VIII MISCELLANEOUS 33.333% 33.334% 33.333% 8.1 Notice. Any notice required or permitted to be given, pursuant to the provisions of the Articles of Organization of the Company or this Operating Agreement, shall be effective as of the date personally delivered, or if sent by mail, on the date deposited with United States Postal Service, prepared and addressed to the intended receiver at his last known address as shown on the records of the Company. 8.2 Waiver of Notice. Whenever any notice is required to be given pursuant to the provisions of the Statute, the Articles of Association of the Limited Liability Company or this Operating Agreement, a waiver thereof, in writing, signed by the persons entitled to such notice, whether before or after the time stated therein, shall be deemed equivalent to the giving of such notice. 8.3 Indemnification by Company. The Company shall indemnify any Member who was or is a party defendant or is threatened to be made a party defendant to any threatened, pending or completed action, suit or proceeding, whether civil, criminal, administrative, or investigative (other than an action by or in the right of the Company) by reason of the fact that he or she is or was a Member. of the Company, against expenses (including attorney's fees), judgments, fines and amounts paid in settlement actually and reasonably incurred by him or her in connection with such action, suit or proceeding, if the Members determine that he or she acted in good faith and in a manner he reasonably believed to be in or not opposed to the best interest of the Company, and with respect to any criminal action or proceeding, had no reasonable cause to believe his or her conduct was unlawful. The termination of any action, suit, or proceeding by judgment, order, settlement, conviction, or upon a plea of nolo contendere or its equivalent, shall not in itself create a presumption that the person did or did not act in good faith and in a manner which he or she reasonably believed to be in the best interest of the Company, and, with respect to any criminal action or proceeding, had reasonable cause to believe that his or her conduct was unlawful. 8.4 Indemnification Funding. The Company shall fund the indemnification obligations provided by Section 8.3 in such manner and to such extent as the Members may from time to time deem proper. 8.5 Duality of Interest Transactions. Members of this Company have a duty of undivided loyalty to this Company in all matters affecting this Company's interests. 8.6 Anticipated Transactions. Notwithstanding the provision of Section 8.5, it is anticipated that the Members and officers will have other legal and financial relationships. Representatives of this Company, along with representatives of other entities, may, from time to time, participate in the joint development of contracts and transactions designed to be fair and reasonable to each participant and to afford an aggregate benefit to all participants. Therefore, it is anticipated that this Company will desire to participate in such contracts and transactions and, after ordinary review for reasonableness, that the participation of the Company in such contracts and transactions may be authorized by the Members. 8.7 Reimbursement of Officers and Members. Officers and Members shall receive reimbursement for expenses reasonably incurred in the performance of their duties. ARTICLE IX AMENDMENTS 9.1 Amendments. This Operating Agreement may be altered, amended, restated, or repealed and a new Operating Agreement may be adopted by three -fourths action of all of the WILLIAM D. NOVELL Members, after notice and opportunity for discussion of the proposed alteration, amendment, restatement, or repeal. 9.2 Entire Agreement. This Operating Agreement constitutes the entire agreement between the Members of the Company. There are no verbal understandings, agreements, representations or warranties between the Members relating to the operation of the Company which are not expressly set forth herein. This Agreement supersedes all prior agreements and understandings between the Members, both written and oral. RATIFICATION THE UNDERSIGNED, being all of the Members of MNR, L.L.C., a Kansas Limited Liability Company, hereby evidence their adoption and ratification of the foregoing Operating Agreement of the Company EXECUTED by each Member on the date first above written. GOOSE CREEK, L.L.C. William R. Miller, Administrator LEO E. RIEKE FAMILY LIMITED PARTNERSHIP By: Leo E. Rieke, Trustee STATE OF diefetAdo , COUNTY OF r? eLc1 l ieC, SS: • 1 .. BE IT REMEMBERED,�K�t1 h that on this / r day of January-, 1099, before me, a Notary Public in and for said County and State, came WILLIAM D. NOVELL, who is personally known to me to be the same person who executed the foregoing instrument of writing, and such person duly acknowledged the execution of the same. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my official seal the day and year last above written. My appointment expires: az- O 3- 2ccl-z. STATE OF (11 h/S S , COUNTY OF '-: SS: .i,:() Notary Pub c BE IT REMEMBERED, that on this /3 day of January, 1999, before me the undersigned, a Notary Public in and for the county and state aforesaid, came Leo E. Rieke, Trustee of LEO E. RIEKE FAMILY LIMITED PARTNERSHIP, a limited partnership, who is personally known to me to be the same person who executed, as such trustee, the within instrument on behalf of said partnership, and such person duly acknowledged the execution of the same to be the act and deed of said partnership. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my notarial seal the day and year last above written. My Appointment Expires: f`I0vrsm L.1 15. a aOa -10- Notary Public STATE OF (-4k N SA , COUNTY OF 15G#t k ) vJ, SS.: BE IT REMEMBERED, that on this cent day of January, 1999, before me, a Notary Public in and for said County and State, came William R. Miller, Administrator of GOOSE CREEK, L.L.C., a limited liability company duly organized, incorporated and existing under and by virtue of the laws of the State of Kansas, who is personally known to me to be the same person who executed as such officer the within instrument of writing on behalf of such company, and such person duly acknowledged the execution of the same to be the act and deed of said company. IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed my official seal the day and year last above written. ccisiyiertAL a N..naviNart.cc.4_, Notary Public My appointment expires: ILAH:10799/MNR.OP/14029 I OI n A. DCiNrEIDEA OPERATING AGREEMENT OF MNR, L.L.C. a Limited Liability Company Table of Contents ARTICLE I. OFFICES 1.1 Principal Office 1.2 Registered Office ARTICLE II. MEETINGS 2.1 Annual Meeting 2.2 Special Meeting 2.3 Regular Meeting 2.4 Notice of Meeting 2.5 Quorum 2.6 Proxies 2.7 Voting by Certain Members 2.8 Manner of Acting 2.8.1 Formal Action by Members 2.8.2 Procedure 2.8.3 Presumption of Assent 2.8.4 Informal Action of Members 2.9 Order of Business 2.10 Telephonic Meeting ARTICLE III. FISCAL MATTERS 3.1 Fiscal Year 3.2 Deposits 3.3 Checks. Drafts, Etc. 3.4 Loans 3.5 Contracts 3.6 Accountant 3.7 Legal Counsel ARTICLE IV. MEMBERSHIP CERTIFICATES AND THEIR TRANSFER 4.1 Certificates 4.2 Legend 4.3 Certificate Register 4.4 Transfers of Shares ARTICLE V. 5.1 5.2 5.3 BOOKS AND RECORDS Books and Records Right of Inspection Financial Records ARTICLE VI. DISTRIBUTION OF PROFITS ARTICLE VII. MANAGEMENT 7.1 Management 7.2 Presiding Member 7.3 Other Officers 7.4 Election and Tenure 7.5 Resignations and Removal 7.6 Vacancies 7.7 S la aries 7.8 Current Members ARTICLE VIII. MISCELLANEOUS 8.1 Notice 8.2 Waiver of Notice 8.3 Indemnification By Company 8.4 Indemnification Funding 8.5 Duality of Interest Transactions 8.6 Anticipated Transactions 8.7 Reimbursement of Officers and Members ARTICLE IX. AMENDMENTS 9.1 Amendments 9.2 gntire Agreement RATIFICATION and EXECUTION ii • 4. South Elevation )34 West Elevation • CLIMATE CONTROL „S a leafs SSC me *arc • ♦ • • 1 1 1 1 1 1 r . , titi T1-•,1.4 MW no — 3 0 Jr Shoo !it er ser 4 R T 4 2. M li 3I 1 1 11 1 1 1 1 1 111 11 1 I' I 1 1 1 1 ~I I I - l 1 i 1 1 1 1 1 1 1 1 I 1 1 l ~ I ill 11 I 1 I 11'Y 11i 1 1 1 1 III Y :„ 1 1 1 1 1 11 1 1 1 I I 1 1 1. It! I 1 I 1 121 1 i 1 1 1 1 1 1 1 1 1 1 III 11 1 1 1 1 1 1 ` 1 1 1 1 1 1 1 yi is I 1 1 1 t 1 1 1.1 I '1 1 1 1 1 III I I 1 It 1 I I 1 1 1.1. 1 1 1 1. 1 1 1 1 . 1 I, 1 1 1 11 I 1 I ,111 1 I I rl ;Irv' 1 1 1 1 1 1 1 1 • 1 y 11 1 i rl"LTTI"'l 1'IT'f11f�':'ITTy_ 1 rl-11ILf"V211'1 i .ti. rr I .i 1.1..1 i r 1 .I I /�1 l I 1 i 174-r-rT JTIT'1 III . t e I ?IC'S' tit xl e.i • IS�..1Tr�-41TT1 I if I T�'�'�'llt r 1 1 4 TL-Lr-r7 i l ti t 1. 1 x'114 r it 4! if.' S1111 r f (trv' 1• I -.1.I I TT�IIT'f�^I"'�Tf�T 1 1 1 1 l et k • • • • I,' 9 •1 • South Elevation Notice of Inquiry Development within an Intergovernmental Agreement Urban Growth Boundary Date of Inquiry 7/14/17 Town Referred to. Firestone Name of Person Inquiring Bill Novell Property Owner Kenneth G. Coughlin Planner Diana Aungst Legal Description PT NW4SW4 19 3 68 Legal Parcel # 120719000069 Major Crossroads HWY 66 and WCR 1 Type of Inquiry Self storage facility • The above person inquired about developing a parcel of land inside your designated Intergovernmental Agreement Urban Growth Boundary. This person has been referred to your community by Weld County Planning to discuss development options on this site Weld County Comments: Do you wish to annex this property? /• Town/City Comments:i jjle._ t1C, 17 &;70)/l r1, 01: j /1(2x" jaz DUX\ acb.e. Y rv(i.- Signature of Weld County Planner Signature ofo n/City Representative r It is the applicant's responsibility to return the completed form to Weld County. Weld County Planning Department 1555 N 17th Ave, Greeley, Co 80631 - (97C) 353-6100, ext 3540 - (970) 304-6498 Fax • :Sr, Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 7/14/2017 Municipality with CPA or IGA Mead CPA Name of Person Inquiring Bill Novell Property Owner Kenneth Coughlin Planner Diana Aungst daungst@weldgov.com Legal Description PT NW4SW4 19 3 68 Parcel Number 120719000069 Nearest Intersection HWY 66 and CR 1 Type of Inquiry Self storage facility The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit Chapter 19 of the Weld County Code for specifics on your agreement. Weld County Comments Do you wish to annex? Name/Title of Municipality Representative Jeremiah Fettig, Planner I Municipality Comments No comments, we do not wish to annex. cc\ � l ,_ 11 1. \ Signature of Weld County Planner kart&t i2fr Signature of Municipaijty Representative Please return the signed form to Weld County Planning Department 1555 N 17'^ Avenue, Greeley, CO 80631 (970) 353-6100 x3540 (970)304-6498 fax Diana Aungst Subject: FW: County Line Self Storage Special Use Application From: Rosi Dennett <rosidennett@gmail.com> Sent: Thursday, January 17, 2019 4:33 PM To: Diana Aungst <daungst@weldgov.com> Subject: Re: County Line Self Storage Special Use Application Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Okay. So I just spoke with Bill again, and he indicated that he can commit to not having any outdoor storage as that was not the intention anyway. And he said he's planning on pulling the building permits for all of the structures at the same time, so there really isn't any phasing. Thanks, Rosi On Thu, Jan 17, 2019 at 4:18 PM Diana Aungst <daungst@weldgov.com>wrote: Rosi Dennett. AICP FRONT RANGE LAND SOLUTIONS 210 Lincoln St Longmont,CO 80501 303-682-9729 1 Quantity: Overall Height: Overall Length: Total Sq.Ft.: Face: Mounting: Notes: 1 84" 130" 100 sqft (50sgft/face) Polycarbonate with Vinyl 10" deep - Double Sided Cabinet Pole mount CMU Base LED Internally Illuminated 10.0" FAMILY STO RAG E o SIGN COMPANY 1 5OO KANSAS AVE, SUITE 2-D LONGMONT, CO 8O5O1 888-3O3-3936 3O3 SIGNCOMPANY.COM THIS DOCUMENT IS OWNED BY, AND THE INFORMATION CONTAINED IN IT IS PROPRIETARY TO, 303 SIGN COMPANY. BY RECEIPT HEREOF THE HOLDER AGREES NOT TO USE THE INFORMATION, DISCLOSE IT TO ANY THIRD PARTY, NOR REPRODUCE THIS DOCUMENT WITHOUT THE PRIOR WRITTEN CONSENT OF 303 SIGN COMPANY. HOLDER ALSO AGREES TD IMMEDIATELY RETURN DOCUMENT UPON REQUEST OF 303 SIGN COMPANY" COPYRIGHT 2017 BY 303 SIGN COMPANY Client: Family Storage Storage Address: 14360 E. County Line Road, Longmont, CO Date: October 29, 2018 File Name: Project Manager: Dave Ferro davera303SignCompany.com Please carefully review this proof for accuracy. It is the customer s responsibility to ensure that the proof is correct in all areas. Please be sure to double-check spelling, grammar, layout and design before approving artwork. If a proof containing errors is approved by the customer, customer is responsible for payment of all original costs of printing. First American ins First American Title Insurance Company 1499 West 120th Avenue, Suite 220 Westminster, CO 80234 (303)465-3148 File #: 5511-2892536 Date: 07/18/2017 Property Address: 14336 County Road 1 Longmont, CO 80504 We appreciate the opportunity to be of service to you. To avoid delays in your dosing, all funds needed at your dosing should be wired./ Please contact your Escrow Officer below to obtain and verify wiring instructions. Escrow Officer: Mark Hott (303)465-3148 mhott:ei)flrstam.cO;:, tscrow Assistant: Samantha Samaniego SSamaniego@firstam corn PLEASE REVIEW THE ENCLOSED MATERIAL COMPumy AND TAKE NOTE OF THE FOLLOWING TERMS CONTAINED ThEREIN: Amendment 2 sdhedule A. updated effective date, buyer into SChecuse 8 - Seaicsn 1 Reaaremerts added 3 Sriveduie 8 - Section 2 &eections The following parties have received a copy of this Commitment: Buyer(s): MNR, L.L.C. Sellerls): Kenneth G. Coughlin Sellln4 Agent: RE/MAX Traditions Inc / Steve Conder (303)772-3800 sconder@rml.net Listing Agent: RE/MAX Northwest, Inc. / Jim Martinko (303)457-4800 iimmartinko@aol corn Thank you for choosing First American Title. We look forward to assisting you. If you should have any questions, please do not hesitate to contact us. •t •m•4.• • First American First American Title insurance Company 1499 West 120th Avenue, Suite 220 Westmsrester, CO 80234 (303)465-3148 Fife #: 5511-2892536 Date: 07/18/2017 Property Address: 14336 County Road 1 Longmont, CO 80504 We appreciate the opportunity to be of service to you. To avoid delays in your dosing, all funds needed at your closing should be wired; Please contact your Escrow Officer below to obtain and verify wiring instructions. Escrow Officer: Mark Hott (303)465-3148 mhott@firstarn.com Escrow Assistant: Samantha Samaniego SSamaniego@firstam.com PLEASE REVIEW THE ENCLOSED MATERIA1. COtblPiflay AND TAKE NOTE OF THE FOLLOWING TERMS CONTAINED THEREIN Amendment 2 Schedule A updated effective date, buyer info Schedule 8 Section : Requirements added 3 Scrieduie 8 Section 2 Exceptions. The following parties have received a copy of this Commitment: Buyer(s): MNR, L.L.C. Seller(s): Kenneth G. Coughlin Selling Agent RE/MAX Traditions Inc. / Steve Conder (303)772-3800 sconderrarmi.net Listing Agent: RE/MAX Northwest, Inc. / Jim Martinko (303)457-4800 jimmartmko@•aol.com Thank you for choosing First American The. We look forward to assistng you. If you should have any questions, please do not hesitate to contact us. ALTA Ptain Language Commitment ?IX 6 ' Comm tment Rage 2 Corrxrrtment Number. 5511-2892536 . - - • • • First American First American Title Insurance Company INFORMATION The Title Insurance Commitment is a legal contract between you and the Company. It is issued to show the basis on which we will issue a Title Insurance Policy to you. The Policy will Insure you against certain risks to the land title, subject to the limitations shown in the Policy. The Company will give you a sample of the Policy form, if you ask. The Commitment is based on the land title as of the Commitment Date. Any changes in the land title or the transaction may affect the Commitment and the Poky. The Commitment is subject to its Requirements, Exceptions and Conditions. THIS INFORMATION IS NOT PART OF THE TITLE INSURANCE COMMITMENT. TABLE OF CONTENTS AGREEMENT TO ISSUE POLICY SCHEDULE A 1. Commitment Date 2. Policies to be Issued, Amounts and Proposed Insureds 3. Interest in the Land and Owner 4 Description of the Land SCHEDULE B -I -- REQUIREMENTS SCHEDULE B -II -- EXCEPTIONS WI RI NG INSTRUCTIONS CONDITIONS YOU SHOULD READ THE COMMITMENT VERY CAREFULLY. If you have any questions about the Commitment, please contact the issuing office. Firs Arne►ecan T1tfe Insurance Company AL rA Plain L3nguage Commitment (21)6) Commtment Page 3 Lorim►,tment Number: 5511.28925% COMMITMENT FOR TITLE INSURANCE ISSUED BY First American Title Insurance Company AGREEMENT TO ISSUE POLICY We agree to issue a policy to you according to the amount and your name as the proposed insured in the Commitment Date shown in Schedule A. terms of the Commitment. When we show the policy Schedule A, this Commitment becomes effective as of If the Requirements shown in this Commitment have not been met within six (6) months after the Commitment Date, our obligation under this Commitment will end. Also, our obligation under this Commitment will end when the Policy is issued and then our obligation to you will be under the Policy. Our obligation under this Commitment is limited by the following. The Provisions in Schedule A. The Requirements in Schedule B -I. The Excepbons in Schedule B -II. The Conditions. This Commitment is not valid without SCHEDULE A and Sections I and II of SCHEDULE B. First American Title Insurance Company ( snns s J 3itrnwe Myti J!9rby C Rat y)+' v'cre :Y, First American Title trance Company ALTA Pam Language Commitment (2006) Commitment Page 4 Commitment Number: 5511-2892536 CONDITIONS 1 DEFINITIONS (a) "Mortgage' means mortgage, deed of trust or other security instrument. (b) "Public Records" means bile records that give constructive notice of matters affecting your title according to the state statutes where your Land is located. 2. LATER DEFECTS The Exceptions in Schedule B - Section II may be amended to show any defects, liens or encumbrances that appear for the first time in the public records or are created or attach between the Commitment Date and the date on which all of the Requirements (a) and (c) of Schedule B - Seaton I are met. We shall have no liability to you because of this amendment 3. EXISTING DEFECTS If any defects, liens or encumbrances existing at Commitment Date are not shown in Schedule 8, we may amend Schedule B to show them. If we do amend Schedule B to show these defects, bens or encumbrances, we shall be liable to you according to Paragraph 4 below unless you knew of this information and did not tell us about it in writing. 4 LIMITATION OF OUR LIABILITY Our only obligation is to issue to you the Policy referred to in this Commitment, when you have met its Requirements. If we have any liability to you for any loss you incur because of an error in this Commitment, our liability will be limited to your actual loss caused by your relying on this Commitment when you acted in good faith to: Comply with the Requirements shown in Schedule B - Section I or Eliminate with our written consent any Exceptions shown in Schedule B - Section Ii. We shall not be liable for more than the Policy Amount shown in Schedule A of this Commitment and our liability Is subject to the terms of the Policy form to be issued to you. 5. CLAIMS MUST BE EASED ON THIS COMMITMENT Any claim, whether or not based on negligence, which you may have against us concerning the title to the Land must be based on this Commitment and is subject to its terms. 6. The policy to be issued contains an arbitration clause. All arbitraole matters when the Amount of Insurance is $2,000,000 or less shall he arbitrated at the option of either the Company or the Insured as the exclusive remedy of the parties. You may review a copy of the arbitration rues at http.pwww.a/ta.org/ . rirst Amenca+l flit Insorxce Company AL: A Plain Language Commitment (2006) Commi17nc,14 Page 5 Commitment Numotr' 5S 11-2892536 DISCLOSURE STATEMENT Pursuant to C.R.S. 30-10-406(3)(a) all documents received for recording or filing in the Clerk and Recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one-half of an inch. The Clerk and Recorder will refuse to record or file any document that does not conform to the requirements of this section. NOTE: If this transaction includes a sale of the property and the price exceeds $100,000.00, the seller must comply with the disclosure/withholding provisions of C.R.S. 39-22-604.5 (Nonresident withholding). NOTE. Colorado Division of Insurance Regulations 8-1-2 requires that "Every tale insurance company shall be responsible to the proposed insured(s) subject to the terms and condibons of the title commitment, other than the effective date of the title commitment, for all matters which appear of record prior to the time of recording whenever the title insurance company, or its agent, conducts the dosing and settlement service that is in conjunction with its issuance of an owner's policy of title insurance and is responsible for the recording and filing of legal documents resulting from the transaction which was closed. Pursuant to C.R.S. 10-11-122, the company will not issue its owner's policy or owner's policies of tide insurance contemplated by this commitment until it has been provided a Certificate of Taxes due or other equivalent documentation from the County Treasurer or the County Treasurer's authorized agent; or until the Proposed Insured has notified or instructed the company in writing to the contrary. The subject property may be located in a special taxing district. A Certificate of Taxes due listing each taxing junsdiction shall be obtained from the County Treasurer or the County Treasurer's authorized agent. Information regarding special districts and the boundaries of such distncts may be obtained from the Board of County Commissioners, the County Cleric and Recorder, or the County Assessor NOTE: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments containing a mineral severance instrument exception, or exceptions, in Schedule 8, Section 2. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas. other minerals, or geothermal energy in the property; and That such mineral estate may include the right to enter and use the property without the surface owner's permission. NOTE: Pursuant to Colorado Division of Insurance Regulations 8-1-2, Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule 8, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material -men's liens. The Company must receive payment of the appropriate premium. If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of the Commitment, the requirements to obtain coverage for unrecorded liens will First American Tine. insu 3rv-^ Cvwipany ALTA Plain La►ig, aqe C rTistment (20061 Commitment Page 6 Commitment Number 5511.2892536 include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium, fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. NOTE: Pursuant to C.R.S. 38-35-125(2) no person or entity that provides closing and settlement services for a real estate transaction shall disburse funds as a part of such services until those funds have been received and are available for immediate withdrawal as a matter of right. NOTE. C.R.S. 39-14-102 requires that a real property transfer declaration accompany any conveyance document presented for recordation in the State of Colorado. Said declaration shall be completed and signed by either the grantor or grantee NOTE: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado division of insurance within the department of regulatory agencies. NOTE: Pursuant to Colorado Division of Insurance Regulations 8-1-3, nonce is hereby given of the availability of an ALTA Closing Protection Letter which may, upon request, be provided to certain parties to the transaction identified in the commitment. Nothing herein contained will be deemed to obligate the company to provide any of the coverages referred to herein unless the above conditions are fully satisfied. ALTA Ptak: lariquage Conundmmt (2006) Con ointment Page 7 Commitment Number: 5511.289?5,;h Amendment 2 SCHEDULE A 1 Effective Date: July 12, 2017 at 5:00 p.m. Commitment No. 5511-2892536 2. Policy (or Policies) to be issued: Amount a. ALTA Owner's Policy (06-17-06) $580,000.00 Proposed Insured: MNR, L.L.C., a Kansas limited liability company h. ALTA Loan Policy 1056.06 (06-17-06) $None Proposed Insured: None 3. Fee Simple Interest in the land described in this Commitment at the Effective Date, is vested in Kenneth G. Coughlin 4. The Land referred to in this Commitment is descnbed as follows: See Exhibit "A" attached hereto and made a part hereof. For informational purposes only: 14336 County Road 1 , Longmont, Colorado 8050-4 Premiums: Owner's Policy: $1,648.00 (Basic Rate) Lender's Policy: $ Tax Certificate Fee: $25.00 Endorsement(s): $0.00 (130.3 Inflation Endorsement) First American Title Insurance Company ALTA Plain Language Commitment (2006) Commitment Page 8 Commitment Number: 5511-2892536 Amendment 2 EXHIBIT A Commitment No.: 5511-2892536 The land referred to in Schedule A is situated in the County of Weld, State of Colorado and is descnbed as follows: THAT PORTION OF THE NW 1/4 OF THE SW 1/4 OF SECTION 19, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., WELD COUNTY, COLORADO, DESCRIBED AS FOLLOWS* COMMENCING AT THE NW CORNER OF THE SW 1/4 OF SAID SECTION 19; THENCE SOUTH ALONG THE WEST LINE OF SAID SECTION 19, A DISTANCE OF 810.00 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH ALONG THE WEST LINE OF SAID SECTION 19, A DISTANCE OF 180.00 FEET; THENCE EAST 230.00 FEET; THENCE NORTH 25.00 FEET; THENCE EAST 1,041.10 FEET; THENCE NORTH 305.00 FEET; THENCE WEST 971.10 FEET; THENCE SOUTH 150.00 FEET; THENCE WEST 300.00 FEET TO THE TRUE POINT OF BEGINNING, COUNTY OF WELD, STATE OF COLORADO. SAID TRACT OF LAND BEING LOT A OF MINOR SUBDIVISION NO. 1207 -19 -3 -MS -18. Frr5t American Title Insurance Comp" ai 'A Plain Language Commitment ; 2CO6' Commitment Page 9 Commitment Number' 55! t-2892536 Amendment 2 SCHEDULE B - SECTION I REQUIREMENTS The following requirements must be met. a. Pay the agreed amounts for the interest in the Land and/or the Mortgage to be insured. h. Pay us the premiums, fees and charges for the policy. c. Payment of all taxes and assessments now due and payable as shown on a certificate of taxes due from the County Treasurer or the County Treasurer's Authorized Agent. Final Affidavit and Agreement executed by Owners and#or Purchasers must be provided to the Company. e Evidence that all assessments for common expenses due under the Dedarauon have been paid. The following documents satisfactory to us must be signed, delivered and recorded - 1. Warranty Deed suffident to convey the fee simple estate or interest in the land described or referred to herein, to the Proposed Insured, Schedule A, Item 2A. Intentionally deleted. 3. Statement of Authority for MNR, L.LC., a Kansas limited liability company, a idendng the existence of the entity and authority of the person(s) authorized to execute and deliver instruments affecting title to real property on behalf of the entity, and containing the other information required by C.R.S. 35-30-172 and/or 38-30-108.5. NOTE: The following conveyance(s) have been recorded within the last 24 months: First American Title Insurance Company ALT A wain Larguage Commitment (21)06, Camrrwtment Dave 10 Commitment Minter SS11.215?536 Amendment 2 SCHEDULE B - SECTION II EXCEPTIONS FROM COVERAGE Any policy we issue will have the following exceptions unless they are taken care of to our satisfaction. Any facts, rights, interests or claims which are not shown by the Public Records, but which could be ascertained by an inspectioi of the Land or by making inquiry of persons in possession thereof. 2. Easements, or claims of easements, not shown by the Public Records. 3 Discrepancies, conflicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and Inspection of the Land would disclose, and wnich are not shown by the public records. 4. Any hen, or right to a lien, for services, labor or matenal heretofore or hereafter furnished, imposed by law and not shown in the Public Records. 5. Any and all unpaid taxes, assessments and unredeemed tax sales. 6. Unpatented mining claims; reservations or exceptions in patents or in Acts authorizing the issuance thereof. 7 Any water rights, claims of title to water, in, on or under the land. 8. Reservation of All Mineral Lands as contained in Deed to the Denver Pacific Railway Company recorded April 29, 1876 in Book 20 at Page 75. 9. Rights of way for County Roads 30 feet on either side of Section and Township lines, as established by the Board of County Commissioners for Weld County, Colorado, recorded October 14, 1889 in Book 86 at Page 273. 10. The effect of the map ot Minor Subdivision No. 1207 -19 -3 -MS -18 in instrument recorded December 13, 1972 in Book 682 at Reception No. 1603529. 11. Easement for roadway and utility purposes as disclosed in Warranty Deed recorded January 16, 1973 in Book 683 at Reception No. 1605482 and Warranty Deed recorded May 1, 1974 in Book 714 at Reception No. 1635569 12. Terms, agreements, provisions, conditions, obligations and easements, if any, as contained in Notice pursuant to 99-1.5-103, C.R.S. Concerning Underground Facilities of United Power, Inc. recorded January 24, 1991 in Book 1288 at Reception No. 2239296. 13. Terms, agreements, provisions, conditions, obligations and easements, if any, as contained in Application of Change of Class D Allotment Contract recorded June 21, 1999 at Reception No 2701704 First American line Insurance Company ALTA Flaw' l.anguar C;ommitrnent 12006) Commitment Page 11 C',rrnnrtmeirt Number- 5511-2892536 14. An Oil and Gas Lease, executed by Kenneth G. Coughlin as Lessur(s) and by Encana Oil & Gas (USA) Inc. as Lessee(s) for a pnmary term of 5 years years, dated October 18, 2011, recorded February 6, 2012 at Reception No. 3822913; and any and all assignments thereof or interests therein. NOTE: Matters affecting the present interest of the lessor or lessee are not shown herein. ALTA Plain Language Commitment (2006) Commitment Page 12 Commitment Number. 5511-2892536 • • • • •• First American Title Privacy Inforwvtton We Are Comnetted to Safeguarding Customer InformaOom in cote rA totter :epee ter fl'n2 tcw and 'n Cte t stst. 'ter onm asp ?xi in i,u.de us Mt. ere ta'n fftfonn c,t We u ebegand that Yin Ter be ChWarr d 3001 resat see well der we est) nfOrinSCre • palttiarty tiny personal ci fawn & rilnrmsi n YIe acne alai yraf have a ray* to anon row at wee Mae the Demon* irornittlor you PrPelle t: a t'•ectcit !tg4tw a alit s iostdeanrs we rave ascot; mos art,ecy pottery In po.en ter_ the 3rd na►dieaq or your [flea rntrrrtvrnan AcnaTen � piers a' use or the fttOnnaa i tort yola propose to %a. n der* nor govern the manner in vesh se sv y us olonta tm+ we nave Marra Iron' area/3r w.,ct wen N enftrtnation obtained nom a twotc mooed or front another person cr entity. 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Information (20O1-2010 First American F$nanoal Cor:,arauon' We ant. Leer prCra)tts area over n'h..t aye a favorable batiste between Chian" oeneltu all adorn First Amer scan The laawranae COMM" Rocky Ridge Civil Engineering County Line Storage Drainage Report 14336 Weld County Road 1 Longmont, CO 80501 FOR THE USR APPLICATION - WELD COUNTY November 2018 To Bill Novell MNR LLC (970) 290-8478 By Rocky Ridge Civil Engineering 420 21' Ave, Suite 101 Longmont, CO 80501 (303) 651-6626 Rocky Ridge Civil Engineering 7 Engineer's Certification "I hereby certify that this report (plan) for the drainage design of County Line Storage was prepared by me (or under my direct supervision) in accordance,ih provisions of Weld County Engineering and Construction Criteria for the o Vim• R S A�L;o� t ;3 • W ; 37162 ' 1 L a3 Registe • ' fessional'Ep' eer State of��.g Table of Contents Table of Section 1 1.1 1.2 Section 2 2.1 2.2 Section 3 3.1 3.2 3.3 Section 4 4.1 4.2 4.3 Section 5 Section 6 Appendix A. B. C. D. Contents 1 - General Location and Description 2 Project Description and Location 2 Description of Property 2 - Drainage Basin and Sub -Basins 3 Main Basin Description 3 Sub -basin Descriptions 3 - Design Criteria 4 Development Criteria Reference and Constraints 4 Hydrologic Criteria 4 Hydraulic Criteria 4 - Drainage Facility Design 5 General Concept 5 Specific Details 5 Maintenance 6 - Conclusions 7 - References 8 Maps Hydrologic Calculations Hydraulic Calculations Detention Pond Calculations Map Pocket • Proposed Drainage Plan 1 Section 1 - General Location and Description 1.1 Project Description and Location The proposed County Line Storage site is located in the Northwest Quarter of the Southwest Quarter of Section 19, Township 3 North, Range 68 West of the 6th Primary Meridian, Weld County, Colorado. More specifically the site is located 1600' north of the northeast corner of the intersection of Weld County Road (WCR) 1 and State Highway 66 (WCR 30). The site is bounded on all sides by agricultural farmland or undeveloped/vacant land. See Figure 1 in the Maps Section in the Appendix for the Vicinity Map. 1.2 Description of Property The site consists of 7.84 acres including some houses and various outbuildings. There is an existing irrigation ditch near the site (Highland Ditch), but, it is well north of the site. The ground cover that exists on the Site is weeds and barren ground with some buildings as mentioned in the previous section. The soil type that is dominant on the site is Hydraulic Soil Group C (more clay than sand) per the geotechnical report that was completed for the site by EEC in November of 2017. Groundwater was encountered in one boring location (B-6) of the 12 that were drilled in October of 2017. That depth was 6.6'. The minimum drill depth for the holes was 15'. The groundwater was found near the location of the proposed detention pond facility. The pond is to be located about 30' north of boring B-6. The proposed cut for the pond is 2.5', therefore, the pond that will mitigate stormwater for the site will be well above the last measured water level. 2 Section 2 - Drainage Basin and Sub -Basins 2.1 Main Basin Description This area will drain into Calkins Lake (Union Reservoir) that is located south of the site by about 1/2 mile. According to FEMA Flood Insurance Rate Map 08123C 1 860E revised January 20, 2016 the entire site is within Zone X, areas of minimal flooding. See Figure 2 in the Maps Section in the Appendix for the FEMA Map. 2.2 Sub -basin Descriptions Historic runoff coefficients and historic runoff calculations are provided in the Hydrologic Calculations Section of the Appendix of this Report. As described above, the site drains north to south. The east half of the site drains to the southwest at an average slope of 3.3% and then it drains to the south to the middle of the site. The stormwater flows enters an existing 18" CMP that flows under a gravel road located immediately south of the site. 3 Section 3 - Design Criteria 3.1 Development Criteria Reference and Constraints There are no known drainage studies that exist for this area. The site has adequate slope to move stormwater to the south. 3.2 Hydrologic Criteria This report was prepared in compliance with the drainage criteria for Weld County per the WCECC and Urban Storm Drainage Criteria Manual (see Section 6 for References). The initial storm was based on the 5yr storm frequency; the major storm was calculated for the 100yr frequency. The Rational Method was used in the calculations for the runoff flows. The runoff coefficients (C), applied in the Rational Method, were weighted based on the historic and planned land use. The required detention pond volumes were determined using the Modified FAA method. 3.3 Hydraulic Criteria The site will detain the storm runoff in a proposed detention and water quality pond and release flows at the historic rates (see calculations in the Appendix of the report). The 100yr storm event water surface elevation (100yr WSEL) is 5010.48 and 24" of freeboard is provided in the pond above that elevation. An orifice plate will be constructed over the north face of the proposed outlet structure in conjunction with the water quality elements required. Details of the design will be provided with the construction plans and associated final drainage report. The detention pond was sized by using the Modified FAA Method (see Detention Pond Calculations Section in Appendix). Required drainage culverts for the ditch that passes through the site and the proposed storm lines were sized using the Manning's Equation in this report. A roughness coefficient (n) of 0.013 will be used since the proposed pipes are RCP. Calculations for these pipes and the capacity charts for the proposed inlets are shown in the Hydraulic Calculations Section of the Appendix of this report. The permanent erosion control features are to be used. There is Type "L" riprap for the discharge points coming into the pond. They will be installed to provide erosion control in these rundown areas. All remaining open areas will be landscaped with a minimum of dryland grass mix. 4 Section 4 - Drainage Facility Design 4.1 General Concept The general drainage concept of the Site will be in a west to east (and then south) direction. Runoff from the site will be directed by primary means of overland sheet flow and conveyance in proposed curb and gutter to the stormwater detention pond on the west side with a water quality component to be designed with the final drainage report. 4.2 Specific Details Based upon this drainage study, no adverse impacts to on -site or off -site properties have been discovered as a result of this proposed project. According to WCECC, the detention pond is required to release at historic flows. The detention pond volume is listed within the calculations shown in the Appendix. The analysis is in compliance with Weld County runoff considerations and constraints. The discharge point is consistent with the overall historic drainage pattern for the immediate areas. The design accommodates the preferences of both the easement grantor and the neighboring property owner due South of the Church site. The Hydrologic calculations in the Appendix show two basins that generate flow for the site: BASIN 5yr flow (cfs) 100yr flow (cfs) W 4.1 8.5 E 17.0 36.2 Basin W goes undetained to the south. Basin E drains into a proposed concrete detention basin that releases at 1.33 cfs for the 5yr storm and 7.84 cfs for the 100yr storm. The historic flow from the site is 25.5 cfs. After detention, the 100yr flow from the site will be Basin W (8.5 cfs) flow plus the detained flow from Basin E (7.84 cfs). The net release from the site for the 100yr flow is 16.34 cfs which is 64% of the historic release. Detention Pond Data Summary The 100 year required storage volume is 46,212 cubic feet. The 100 year Water Surface Elevation is 5010.48. 2 feet of freeboard is provided on -site elevation 5012.5. (for safety factor) The release rate for the 100 year storm from the site is 16.34 cfs (64% of historic). The 5 year required storage volume is 33,085 cubic feet. The 5 year Water Surface Elevation is 5009.7. Maintenance access to the proposed drainage facilities will be provided via the adjacent parking lot. Maintenance of the proposed facility will consist of regular & periodic inspection. Debris needs to be cleared from the face of the screen and orifice plate every 6 months with a broom or shovel as needed to reestablish the bottom of the pond at invert 5007.50. 5 4.3 Maintenance The owner of the property will have to inspect the pond, pipes, inlets, and other drainage facilities for debris and functionality every 6 months. Here are the specifics to inspect: • Sediment/debris out of the outlet structure • Sediment/debris out of inlets (grate and bottom). Vac trucks might be required. • Sediment/debris out of pipe Inspector also will ensure that 70% of the disturbed pond is planted with grassy vegetation to minimize erosion and sediment build up on the drainage facilities. 6 Section 5 - Conclusions In conclusion, this drainage study finds that the proposed drainage system for County Line Storage is capable of detaining the developed 100yr runoff and release 64% of the 100yr historic flow rate for the site. The resulting drainage patterns will not adversely impact adjacent properties with the constructed improvements. The developed site is capable of complying with all applicable stormwater quality requirements through a variety of options in addition to the presently favored option presented within this report. As stated earlier, there does not appear to be applicable Weld County Master Drainage Plans for this area. However, given that the Weld County standards are to detain the 100yr storm runoff volume and then release it from the developed property at or below the historic runoff rate, the developed condition of the property provides an improvement to downstream stormwater conveyance elements as the peak flows are considerably reduced in the developed condition from the existing condition. This drainage study has not found that any irrigation companies will be negatively affected by this proposed development. As stated earlier, this drainage study has followed all the criteria of Weld County and as supplemented by the Urban Drainage Flood Control District. A copy of the Drainage Plan and drainage calculations follow for your review. 7 Section 6 - References Weld County. July 2017. Weld County Engineering and Construction Criteria. (WCECC) Urban Drainage and Flood Control District (UDFCD). 2001. Drainage Criteria Manual, Volume 1. June. Earth Engineering Consultants, LLC. Nov 8, 2017. Geotechnical Subsurface Exploration Report. Proposed Self -Storage Facility — Parcel A (project #1172073) ,1 Appendix A 1. Rocky Ridge :Civil Engineering 4,11W: Maps ✓ • -� c • }5036 utl • i 51 '. 1. • 4 .v \, • 4_ I �- I • 104- - 1 l 15030 • r I J • „ • i 'I. J K • . p 7 'l • USGS Longmont Quadrangle 7.5 Minute Series, 1979 i ,'1 II• 1 • / 1 I •. 30 1 1 / I 1' 'n • • p tit / ♦ •'= • • Ins t• BM 5054 I. • 4993 _.s^ • • • CALKINS I LAKE (UNION RE. ERVOIR) t'1 f1 N • q'�( .4 5082 'Mitt Ian ` _rt_9 q 1 • • 1. .� •. 1/ • . . I. 11 i r_ q • '_.. ll(jj�_• h it I I i • F %Gnaw Half ` ♦916 •L l { ` _ f f • 1 '+ • i95? 1 I • Kirkland t Approximate Scale in Miles 0 0.5 1.0 USei pCtn.(S>i,M♦4om i We s t e r n en v i r o n m e n and e c o i og y, Inc, 2217 West Powers Avenue Littleton, Colorado 80120 t Figure 1 - Project Location Map 14336 Weld County Road 1 Weld County, Colorado 80504 • 4451 OOOfN oa50"ocmN :.: A 11' ;i: -i? I I' i —na _ w ��Y 1, Y. ZONE A 19 .. w mo4. ttRi ;ft itani te . ‘..:111 ._ it ]:1 s :lialig4termarniffarientat i•w, ••ati*Alt . , Oa m YW� A �Mbi 4_1.+ A Rocky Ridge "s Civil Engineering Ayr Appendix B Hydrologic Calculations C factors & Impervious County Line Storage 11/12/2018 HISTORIC AREA (sf) I C2 I C5 l C10 C100 "0 I `1 PERV drive & walks 1170 0.73 0.75 0.77 0.83 90 roof 1871 0.89 0.90 0.92 0.96 1 ou; GRAVEL 0.28 0.35 0.42 0.58 40 APARTMENTS (SENIOR HOUSING) 0.65 0.70 0.70 0.80 70 LAWNS (CLAYEY) 335465 0.04 0.15 0.25 0.50 0 C2= 0.05 CS= 0.16 CIO= 0.26 C100= 0.51 Total Site Area 7.84 ac Site Impervious 2% DEVELOPED AREA (sf) I C2 I CS I C 10 C100 % IMPERV drive & walks 12452 0.73 0.75 0.77 0.83 90 roof 294857 0.89 0.90 0.92 0.96 100 GRAVEL 0.28 0.35 0.42 038 40 APARTMENTS (SENIOR HOUSING) 0.65 0.70 0.70 0.80 70 LAWNS (CLAYEY) 34125 0.04 0.1 5 0.25 0.50 0 C2= 0.80 CS= 0.82 C10= 0.85 C100= 0.91 Total Site Area 7.84 ac Site Impervious 90% BASIN&DETENTION.xlsx BOULDER COUNTY STORM DRAINAGE CRITERIA MANUAL FIGURE 501 SCALE 10 5 0 RAINFALL ZONES IOMILES GRAND COUNTY I: 500,000 0 0 0 XO GILPIN COUNTY 0 0 0 m 0 0 0 0 0 00 0 co 0 0 b JEFFERSON COUNTY 1 ( Tel WELD COUNTY ADAMS COUNTY WRC ENG. 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Y= Nam rN-/ •n•• Main Yin •aa li:x , Innen Mae/ ran 1�`�YW -70 naaa Mae. l j no a Ong ele/ of aa••Y�r a•a•H•NaRMYI • .laa•M■ ■I\ igloo Jana i Iris • u•ea-1•�na nIs a ...Waaaun.af�l� YOU n.•.•■Nn•t/of S as N s nisi w sew le n Ne. tan, Iaaaa�/■ia Galt.HNM[f�i1)aunn.wanalw�_au aaaaaaaaas� m •M 1Yu sill___N/a {•M a•. Y••• Y.•t el • I`.NI sae a �aalaal men s{YSY■ �� ,�!• , , ■ , aa.N{•/l II are s da--.sS analy le n.. aa..ntn swag ale tl all Qa.an amass ..mnsYRYn•Y•••.ws ns■ ■•sae Use —_ale•\ nail_— aa>•eanl.• no.. .NM w•..al.l.. n..{{.n. inn M•• M see•. en Mean sl.M sea. fsa M.1M•.aeM as W •••• II WN•••••• Mlaaaf GUI .YYn■Y Minn en -. I WRC ENG. REFERENCE: WRC TM -1 NOV. 1983 Runoff County Line Storage 11/12/2018 SUB -BASIN DATA INITIAUTIME (TI) TRAVEL TIME (T;) T. CHECK T. 5-yr event 100-yr event Desgr BASIN AREA CS LENG. SLOPE T, LENG. SLOPE VEL T, (min) COMP T TOTAL To= MIN C11 I Q C I Q point (Ac) (ft) (%) (min) (ft) (%) (fps) (min) LENGTH (ft) (U180)+10 (min) I in/hr cfs INhr cfs 7 Historic Site 0.9 0.16 ALL 7.84 0.16 40 2.0 1.9 650 3 3 11.9 13.8 690 13.8 13.8 3.4 4.3 0.51 6.4 25.5 2 0.82 Developed Site W 1.00 0.82 20 2.0 0.4 100 3.3 0.9 1.8 2.2 120 10.7 5.0 5.0 4.1 0.91 9.4 8.5 3 E 6.80 0.82 40 2.0 0.6 1270, 2.5 0.8 26.8 27.3 1310 17.3 17.3 0.82 3.1 17.0 0.91 5.9 36.2 1 Rocky Ridge :Civil Engineering Appendix C Hydraulic Calculations SUMP CONDITIONS ALL INLL 1 S 0 50 40 L U a. U J Z ALLOWABLE 30 20 0 TYPE C INLET i 0.2 0.4 0.6 0.8 DEPTH OF FLOW (FT) 1.0 - TYPE 13 COMBINATION - CURB INLET TYPE R -- _____,--i).1TYPE 13 GRATED 1 �r / V / / f A / 0' / i / ✓ r �� / / / / / / r / -- 0.2 0.4 DEPTH O 0.6 FLOW (FT) 0.8 1.0 N.T.S. CITY OF THORNTON, COLORADO STANDARDS & SPECIFICATIONS ALLOWABLE INLET CAPACITY ISSUED -APRIL 1993 REVISED: 4/95 D.B. DRAWING NO. 400-26 Figure 5 FLOW IN CUBIC FEET PER SECOND 500 400 300 200 160 80 60 50 40 30 20 10 8 6 5 4 3 2 I S S 10 8 6 5 4 3 2 1 .8 .6 .5 .4 .3 .2 .01 FLOW FOR CIRCULAR PIPE FLOWING FULL BASED ON MANNING'S EQUATION n=0.013 ��■11111��N■ 111lirarea HRIBMSEIGH Irikatillill liii �itolddmwOragibil ______________ ____ r-,��.,�,►I,�-..-.---,-,. I ■.■..■■■■.■■:kAileiggiliatt• ■■►eall. ►-./.: 00211/ liar: di -.4 Still.►...■■ ..di PriandlIMIral/aWSIMSESI1174117110Parerdlill /2 EMESCOSSOMOSIEMPINCaltallallIPEil : iiih.44kmvosigalrortarionnatantosai .mojory,woolfrnipPlorilIrVililli 1.670.2114,01EMPARIPEllittiiillaal IFFIngiresjyropreipswimi Ilip.....,...10,401—. L'32"RaililirfilartgiligitatiNNIIIIN I •4kik ki,...01 si ve kak....igii•ob _ IIMOICSallin 11ir►llFalltral! :fit KVOIPLIalaWatill11 _ffil/II/.1►112. 1Mal !ala Mi 11.:aMalkWasillInal1 a ffi,'. loll' simanssu, 1, z.''a FilligatilliniVaL .4141111311S0 11`1111€1 •iUHFfltISSflo2111111 a\1 W litI IIPSWirrillii _ALAI _As a sagik _AL ! 1. rIPI _I.a..RA ali .__,...re IM■.r :.:.:: M/II /an si %\aallINIKVi►.' is DIM II PM i�=/%e5% el%ice i EIS%11IIIIMI �►ll RR �I l ttalel Pligip �atIN I�WA ,� 1111 , rairailiggikii u&1In!atL r rittliii MI 11111 11.11 ,,r8 Ems" Is 1� iiii Fri orammit ■11111 iUg&iiIi!!rI___11111� ■ awn anJPS' amts ■ ■■■■■ _� _ mill m i r ■rte ■■�_�►=��'�■■H�■r,■■■■■�� al Mir tigniii. Wan �■ rid Mg Val r■■■■11■ ■■■I I pa Pa 6„IIMIN N PAM 11 ■ ■111 __1211111" 1 .02 .03.04.05 .1 .2 .3 .4.5.6 .8 1 2 3 4 5 6 810 SLOPE OF PIPE IN FEET PER 100 FEET 6 4 2 0 8 6 4 2 Rocky Ridge Civil Engineering 4 � Appendix D Detention Pond Calculations Chapter 5 1.2 Z vl w V1 vl D R 71 W R 70 W R 69 W 1.3 1 J4 1_45_ _ 0MrER • 1.0 R 71 W NIWOT DER EPSON 1 1 R 70 W _1.A5 LONGVON' • 1.2 1.3 1.4 R 69 W Rainfall SITE R 67 W BRIGHT • SEDALIA R 68 W R 67 W R 66 W R 65 W AI APAHOE J_ 'GLAS FRANKT ,1.4 R 66 W 1.4 X 1 39 R 65 W R 64 W R 63 W ADAMS ARAPAH0E 14 ARAPAHOE ELBERT P 64 W R 53 w Figure 5-2. Rainfall depth -duration -frequency: 5 -year, 1 -hour rainfall w tO n r - January 2016 Urban Drainage and Flood Control District 5-11 Urban Storm Drainage Criteria Manual Volume 1 I' R 69 W ' R 68 W R 67 W LONGMONT • Chapter 5 Rainfall (w5r R 71 W R 70 W 2.4 2.5 2 65 2.7 z ti F - z 2.3 tfl h 2 DER FR ON 2.15 7,1 Evt to 2.05 VER • i2.7 2.6 BRIGHT01 SEDALIA 2.5 2.1 2.15 2.2 2.3 2 4 R /1 W R !0 W R 69 W R 613 W P 67 „ R 66 R66W R65W 2.65 2.7 NELD 'DAMS F1.%WKT NN • i R 64 W ADAMS ARAPAHOE ARAPAHOE =LBFRT R 64 W R 63 it• Figure 5-6. Rainfall depth -duration -frequency: 100 -year, 1 -hour rainfall R 63 W 2.7 2 65 z V7 t0 4 - to 14444. - January 2016 Urban Drainage and Flood Control District 5-15 Urban Storm Drainage Criteria Manual Volume 1 Project: County Line Storage DETENTION VOLUME BY THE MODIFIED FAA METHOD Basin ID: all (For catchments less than 160 acres only. For larger catchments, use hydrograph routing method) (NOTE: for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) Determination of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FAA Method Design Information (Input): Design Information (Input): Catchment Drainage Imperviousness I. = 90.00 percent Catchment Drainage imperviousness i, = 90.00 percent Catchment Drainage Area A = 7.840 acres Catchment Drainage Area A = 7.840 aces Predevelopment MRCS Soil Group Type = C A, 8, C. or 0 Predev*opnent MRCS Sal Group Type = c A. B. C. or D Return Period for Detention Control T = 5 years (2, 5, 10. 25 50, or 100) Return Period 'or Detention Control T = 100 years (2. 5. 10. 25. 50. or 1001 Time of Concentration of Watershed Tc = 17 min,4es Iris of Concentration of Watershed Tc = 17 minutes Allowable UM Release Rate q = 0.17 dslace Ahowable Una Release Rate es One -hour Precipitabon P, = 1.40 nches One -hour Precipitation P, = 7.70 inch Design Rainfall IDF Formula I • C,• P,/(C,*T4)"Cs Design Rainfall IDF Formula I • C,• P,!(CrtT,)AC, Coefficient One C, = 28 SO Coefficient One C, = 28 50 Coefficient Two Or = 10 Coenfivaent Two Cs a 10 Coeflkknt Three Co = 0 789 Coefficient Three Co = 0.789 Determination of Avenue Outflow from the Basin (Calculated): Determination of Averaae Outflow from the Basin (CafCufatedl: Runoff Coefficient C _ 0.75 Runoff Coefficient C v 0.83 Inflow Peak Rt.noff Op -in = 17 27 cfs Inflow Peak Runoff Op -in = 36.85 cfs Allowable Peek Outflow Rate Op -out = 1.33 ch Aflowabie Peak Outrow Rate Op -out = 7.84 ds Mod. FAA Minor Storage Volume • 33.385 cubic feet Mod. FAA Major Storage Voleme a 46.212 cubic feet Mod FAA Minor Storage Volume a 0.760 acn-ft Mod. FAA Major Storage Volume • 1.061 awe -R 5 c Enter Raman Duration Incremental Increase Value Mery Leg 5 for 6 -Minutes] Rainfall Duration minutes ;Input) Rainfall Intensity mares! he loufpta) Inflow Volume acre-feet (output) Adjustment Factor "m' (output) Average Outflow cis (output) Outflow Volume ace -het (output) Storage Volume acre-feet (output) Rainfall Duration minutes (Input) Rainfall Intensity inches / hr (output) Inflow Volume ace -Met (output) Adjustment rector 'm' (Output) Average Outflow cfs (output) Outflow Volume acre -het (output) Storage Volume acre-feet (output) 5 4 71 0 19' 1.00 1.33 0 009 0.182 5 9.08 0.407 1.00 7-84 0 054 0.353 10 3 75 0.304 1 00 1.33 0.018 0.256 10 7.24 0.849 1.00 7.84 0.108 0.541 15 315 0.382 1.00 1.33 0.026 0.355 45 8.07 0.816 1.00 7.84 0.162 0.654 20 273 0.442 0.93 1.24 0.034 0.407 20 5.76 0.942 0.93 7 31 0.201 0.741 25 24' 0.489 0.85 1.13 0.039 0.450 25 4.66 1.043 065 6.83 0.228 0.815 30 217 0.526 0.79 1.06 0.043 0.484 30 4.19 1.127 0.79 6.18 0.255 0.871 35 1.96 0.561 0 75 1.00 0.048 0.513 35 382 1.198 Q75 { 5.86 0.262 0.915 40 1 62 0.590 0.72 0.95 0.063 0.538 40 3.5 1 1.260 0.72 5.62 0 309 0.950 45 '.69 0.616 0.69 0.92 0.057 0.569 45 3.26 1.314 0.69 5.43 0.336 0.978 50 • 58 0.639 0.87 0.90 0.062 0.577 50 3.04 1.364 0.67 5.28 0.363 1.000 55 ' 48 0.680 0.66 0.88 0.066 0.593 55 268 1.408 0.66 5.15 0.390 1.018 60 '.40 0.679 0.64 0.86 0.071 0.6006 60 2.69 1 449 0.64 5.05 0.4.7 1.032 a '.32 0.696 0.63 0.84 0.076 0.621 65 255 1.486 0.63 4.96 0.444 1.042 70 '.26 0113 0.62 0.63 0.080 0.633 70 2.42 1.521 062 4.89 0.471 1.050 75 1.70 0.728 0.62 082 0.085 0.843 75 2.31 1.554 062 4.82 0.496 1.056 60 1.15 0.742 0.61 0.81 0.089 0.653 60 2.21 1,584 0.61 4.77 0.526 1.059 85 1.10 0.756 0.60 0.60 0.094 0.662 85 212 1 613 0.60 4.72 0.552 1.061 90 1.06 3.769 0.60 0.79 0.098 0.870 90 203 1,640 0.60 4,67 0.579 1.061 95 1.01 0.781 0.59 0.79 0 103 0.676 95 196 1.666 0.59 4.63 0.806 1060 100 0.96 0.792 0.59 0.78 0.106 0.684 tap 169 1.690 0 59 4.60 0.633 1 057 105 0.94 0.603 0.56 0.78 0.112 0.601 105 1.82 1.714 0.58 4.57 0.660 1.053 110 0.91 0.813 0.56 0.77 0.117 0.697 110 1.76 1.736 0.58 4,54 0.687 1.049 116 0.88 0.823 0.58 0.77 0.121 0.702 115 1.71 1.756 0.58 4.51 0.714 1043 120 0.86 0.633 0.57 0.76 0.128 0.707 120 1.65 1.778 0 57 4.49 0 741 1.037 125 0.83 0.642 0.57 0.76 0.131 0.712 125 1.60 1.798 0.57 4.46 0.768 1.029 130 0.91 0 651 0,57 0.76 0.135 0.716 130 1.56 1.817 0.57 4.44 0.796 1.021 135 0.79 0.860 0.56 075 0.140 0.720 135 1.52 1,835 0.56 4.42 0.827 1.013 140 0.77 0.866 0.56 0.75 0.144 0.724 140 148 1.853 0.56 4.40 0.849 1.004 145 0.75 0.876 0.56 0.75 0.149 0.727 145 1.44 1.870 0.56 4.39 0.876 0.994 150 0.73 0884 0.56 0.74 0.154 0.130 '50 140 1.887 _ 056 _ 4.37 0.903 0.983 155 0.71 0.892 r I 0.56 0.74 0.158 0.733 155 137 1903 0.56 4.36 0.930 0.973 160 0.89 0.899 0.55 0.74 0.163 0.736 160 1 34 1.919 0.55 4.34 0.957 0.961 165 0.66 0.306 0.55 0 74 0.167 0.739 165 1.31 1.934 0.55 4.33 0.984 0.949 170 0.66 0.913 0.55 0.73 0.172 0.741 170 1.28 1.949 0.55 4.32 1.011 0.937 175 0.65 0.920 0.55 0.73 0.177 0.743 176 1.25 1.963 0.55 4.31 1.038 0.925 180 0.84 0 926 0.55 0.73 0.181 0.745 160 1 23 1.977 0.55 4.30 1.065 0.912 185 0.62 0.933 0.55 0.73 0.186 0,747 185 1.20 1.991 0.55 4.29 1.092 0.698 190 0.51 0.939 0.55 0.73 0.190 0.749 190 1.18 2.004 0.55 4.28 1.119 0 68.5 195 0.60 0 945 0.54 0.73 0.195 0.750 195 1.15 2 317 354 4.27 1 146 0.871 200 0.59 0.951 0.54 0.72 0.199 0.752 200 1.13 2.030 054 4.26 1.173 0.857 205 0.56 0.957 0.54 0.72 0.204 0.753 205 1.11 2.042 0.54 4.25 1.200 0.842 210 0.57 0.963 0.54 0 72 0.209 0.754 210 1.09 2.055 0.54 4.24 1.227 0.827 215 0.56 0.968 0.54 012 0.213 0.755 215 1.07 2.066 054 T 4.24 1.254 0.812 220 0.55 3.974 0.54 0.72 0.218 0.756 220 1.05 2.078 0.54 4.23 1 281 0.797 275 0.54 0.979 0.54 022 0.222 0.757 225 1.04 2.090 0.54 4.22 1.308 Q781 230 0.53 0.964 0.54 0.72 0.227 0.757 230 1.02 2 101 0.54 4.21 1.335 0.766 235 0.52 0.990 0.54 0.72 0 232 0.758 235 1.00 2.112 0.54 4.21 1.362 0 750 240 0.51 0.995 0.54 0.71 0.236 0.758 240 0.99 2.123 0 54 4.20 1.389 0.733 245 0.50 ' 000 0.54 Q71 0.241 0758 245 0.97 Z133 0.54 4.20 1.418 0.717 250 0.50 1.004 0.53 0.71 0.245 0.759 250 0.96 2.'44 0.53 4.19 1.443 0.701 255 049 1.009 0.53 0.71 0.250 0.759 255 0.94 2.'54 0.53 4.19 1 470 0.684 280 0.46 1.014 0.53 0.71 0.255 0.759 280 0.93 2.84 0.53 4.16 1.497 0.667 265 0.47 1.019 0.53 0.11 0 259 0.780 265 0.92 2.174 053 4.16 1.524 Q650 270 0.47 1.023 0.53 0.71 0.264 0.760 270 0 90 2.184 0.53 4.17 1.551 0.633 275 0.46 1.028 0.53 0.71 0.268 0.759 275 0.89 2.193 0.53 4.17 1.578 0.615 280 0.46 1.032 0.53 0.11 0.273 0.759 280 0.88 2.203 0.53 4.16 1.605 0.598 285 0.45 1.038 0.53 0.71 0.271 0.759 285 0.87 2.212 0.53 4.16 1.632 0.580 290 044 1.041 0 53 0.71 0 262 0.759 290 085 2.221 0.53 4.15 1,659 0.562 295 0.44 1.045 0.53 0.71 0.267 0.756 295 0.84 2.230 0.53 4.15 1.686 0.544 300 0.43 1.049 0.53 0.70 0 291 0.155 300 0.83 2.239 0.53 4.15 1.713 0.528 305 0.43 1.053 0.53 0.70 0.298 0.757 305 0.82 2.246 0.53 4.14 1.740 0.508 Minor Storage Volume (cubic R.)' 33,086 Mod. FAA Major Storage Volume (cubic R.) • Mod. FAA Minor Storage Volume (awe -7t.) a 01595 Mod. FAA Major Storage Volume (acre -2) • UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.34. Released November 2013 UD-Detention v2 34 xis. Modified =M 46.212 1.0609 11/12/2018. 1:09 AM Jy A - DETENTION VOLUME BY THE MODIFIED FAA METHOD hments less than 160 acres only. For larger catchments, use hydrograph routing method) for catchments larger than 90 acres, CUHP hydrograph and routing are recommended) ne Using Modified FAA Method I Determination of MAJOR Detention Volume Using Modified FAA Method J Design Information (Input): = 90.00 percent Catchment Drainage Imperviousness I, = 90.00 percent _ . 7.340 acres Catchment Drainage Area A = 7.840 acres = C A, 8, C, or D Predevelopment NRCS Soil Group Type = C A, 8, C, or D = 5 years (2, 5, 10, 25, 50, or 100) Return Period for Detention Control T = 100 years (2, 5, 10, 25, 50, or 100) = 17 minutes Time of Concentration of Watershed Tc = 17 minutes = 0.17 cfs/acre Allowable Unit Release Rate q = 1.00 cfs/acre = 1.40 inches One -hour Precipitation P1 = 2:70 inches Design Rainfall IDF Formula i = C1' P,/(C1+TJ^C3 = 28.50 Coefficient One C1 = 28.50 = 10 Coefficient Two C2 = 10 = 0.789 Coefficient Three C3 = 0.789 sin (Calculated): Determination of Average Outflow from the Basin (Calculated): Runoff Coefficient C = 0.83 = 0 75 Inflow Peak Runoff Qp-in = 36.85 cfs = 17.27 cfs Allowable Peak Outflow Rate Op -out = 7.84 cfs = 1.33 cfs feet ,e- -- "0 �� r - 33.085 cubic feet Mod. FAA Major Storage Volume = 46,212 cubic Mod. FAA Major Storage Volume = 1.061 acre -ft i 0.760 acre -ft Value Here (e.g. 5 for 5 -Minutes) Average Outflow cfs (output) Outflow Volume acre-feet (output) Storage Volume acre-feet (output) Rainfall Duration minutes (input) Rainfall Intensity inches / hr (output) Inflow Volume acre-feet (output) Adjustment Factor "m" (output) Average Outflow cfs (output) Outflow Volume acre-feet (output) Storage Volume acre-feet (output) 1.33 0.009 • 0.182 5 9.08 0.407 1.00 i 7.84 0.054 0.353 1.33 0.018 0.286 10 7.24 0.649 1.00 i 7.84 0.108 0.541 1.33 0.028 0.355 15 6.07 0.816 1.00 7.84 0.162 0.654 1.24 0.034 0.407 20 5.26 0.942 `; 0.93 7.31 0.201 0.741 1.13 0.039 0.450 25 4.66 1.043 j 0.85 6.63 0.228 0.815 1.05 0.043 0.484 30 4.19 1.127 I 0.79 6.18 0.255 0.871 1.00 0.048 0.513 35 3.82 1.198 j 0.75 5.86 0.282 0.915 0.95 0.053 0.538 40 3.51 1.260 ( 0.72 5.62 0.309 0.950 0.92 0.057 0.559 45 3.26 1.314 j 0.69 5.43 0.336 0.978 0.90 0.062 0.577 50 3.04 1.364 ( 0.67 5.28 0.363 1.000 0.88 0.066 0.593 55 2.86 1.408 ( 0.66 5.15 0.390 1.018 0.86 0.071 0.608 60 2.69 1.449 0.64 5.05 0.417 1.032 0.84 0.076 0.621 65 2.55 1.486 0.63 4.96 0 444 1.042 0.83 0.080 r 0.633 70 2.42 1.521 0.62 4.89 0.471 1.050 0.82 0.085• 0.643 75 2.31 1.554 i 0.62 4.82 0.498 1.056 80 2.21 1,584 E 0.61 4.77 0.525 1.059 0.81 0.089" 0.653 0.80 0.094 j 0.662 85 2.12 1.613 i 0.60 4.72 0.552 1,061 90 203 1.640 j 0.60 4.67 0.579 1.061 • 0.79 0.098 0.670 95 1.96 1.666 0.59 4.63 0.606 1.060 0.79 0.103 0.678 0.78 0.108 0.684 100 1.89 1.690 € 0.59 4.60 0.633 1.057 105 1.82 1.714 I 0.58 4.57 0.660 1.053 0.78 0.112 0.691 110 1.76 1.736 j 0.58 i 4.54 0.687 1.049 0.77 0.117 0.697 115 1.71 1.758 j 0.58 i 4.51 0.714 1.043 0.77 0.121 ( 0.702 120 1.65 1.778 0.57 4.49 0.741 1.037 0.76 0.126 l 0.707 125 1.60 1.798 ( 0.57 4.46 0.768 1.029 0.76 0.131 0.712 0.76 0.135 0.716 130 1.56 1.817 0.57 4.44 0.795 1.021 0.75 0.140 ` 0.720 135 1.52 1.835 f 0.56 4.42 0.822 1.013 0.75 0.144 0.724 140 1.48 1.853 0.56 i 4.40 0.849 1.004 0.75 0.149 0.727 145 1.44 1.870 i 0.56 4.39 0.876 0.994 0.74 0.154 0.730 150 1.40 1.887 { 0.56 4.37 0.903 0.983 0.74 0158 0.733 155 f 1.37 1.903 I 0.56 4.36 0.930 0.973 0.74 0.163 0.736 160 1.34 1.919 ( 0.55 4.34 0.957 0.961 0.74 0.167 j 0.739 165 1.31 1.934 f 0.55 i 4.33 0.984 0.949 0.73 0.172 0.741 170 1.28 1.949 € 0.55 4.32 1.011 0.937 0.73 0.177 0.743 175 1.25 1.963 j 0.55 i 4.31 1.038 0.925 0.73 fi 0.181 i 0.745 180 1.23 1.977 I 0.55 4.30 1.065 0.912 DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: County Line Storage Basin ID: all I Inflow and Outflow Volumes vs. Rainfall Duration 2.5 2 Volume (acre-feet) 1.5 0.5 • • b ••••••••••• ciapOG 000200000000000 • •• •••••••• 0 50 100 —.—Minor storm Inflow Volume —e—Major Storm follow Vol .ns 150 200 Duration (Minutes) 250 300 --.- Minor Stern Outflow Vahan' -+—Major Sloan Outflow Volume Minor Storm Storage Volume • Mato 31am+ Storage Volume 350 UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.34, Released November 2013 UD-Detenl!on J2.34.xis, Modified FAA 1V1212018, 1:09 AM Pond Calcs Pond Sizing 11/12/2018 County Line Storage VOLUME AVAILABLE Elevation h Atop Abottom Vpond Side Slopes ft sf 15,467 sf 15,467 I cf 15,467 15,467 Ac -ft _0.36 0.36 7.5 8.5 0 1 concrete wall sides 9.5 1 15,467 15,467 10yr WSEL 9.70 10.5 11.5 1 15,467 15,467 15,467 0.36 100yr WSEL 10.48 1 1.5,467 15,467 1.5,46.7 0.3.6 concrete wall sides 12.5 12" freeboard TOTAL 61,867 1.42 greater than 46,212 CF OK lY O R•ROD7.7 IY Ro_ •o'-i /2 Y o It -wog.. •-• 1 te ttemoti it vu, v-102) u• SILL,. '1-90040 - It. Vitt MIp10 Ate- anew ip{I[ YOINI IY BCCANNItlO rcue M 14Y • Ir air •4` no0007.7 ;a IIt� .•em7., i' IX GOO -OP -Ion IRY N 0 is WWI M At .Aa id t,t-0t 273 Ile INS 1 ttt)0.0 Pm Mu( RA I $* umiak aCTIQN 1U. TOM1%n# ? NORM. , No.Nti 69 Mid AREA (ACRES) tent �fete DRAINAGE LEGEND ASIN OR SUB -BASIN VALUE 5- YR STORM VALUE 100-YR STORM DESIGN POINT BASIN t.1MIT RUNOFF Ft OW OIREC nom LAST WRAYCI, 1 ANE GRAPHIC SCALE 60 4 7f 40 t00 • 1117 ) I •H• /O A NOTES • Mt MIRANIAM CINTENIA KR INS •JR 9,K, Wit *Lb M $TIT stNpA•IY • 01 110 la POLO CR, TINIA '0 KM ••• Kati) float 13.085 a ••• WW1. !OA Pt 00 nM ^• Kate.° 'OWttt 4.712 0 ... RSCI. ]010 M kt a V Q1 b L ! A I a) .C nit O1 O'flf C 2 W >,) VU O., 4. COUNTY LINE STORAGE a r I I3 tic 91(tt p 1 OF 1 DRAINAGE REPORT REVIEW CHECKLIST Project Name: USR18-0129 Rocky Mountain Midstream Auburn Compressor Station The purpose of this checklist is to provide the applicant's Engineer a basic list of items that County Staff will review in regards to a drainage report. The drainage design shall meet the requirements of the Weld County Code and commonly accepted engineering practices and methodologies. A detention pond design (or other stormwater mitigation design) is appropriate for projects which have a potential to adversely affect downstream neighbors and public rights -of -way from changes in stormwater runoff as a result of the development project. The design engineers role is to ensure adjacent property owners are not adversely affected by stormwater runoff created by development of the applicants property. REPORT (O = complete, 0 = required) Z Stamped by PE scanned electronic PDF acceptable ZCertification of Compliance ❑Variance request. if applicable 129 Description/Scope of Work ZNumber of acres for the site ®Methodologies used for drainage report & analysis Design Parameters Z Design storm Z Release rate ZURBANIZING or NON -URBANIZING ' Overall post construction site imperviousness ' Soils types ❑Discuss how the offsite drainage is being routed — See Number 1 Below XConclusion statement must also include the following: h lndicate that the historical flow patterns and run-off amounts will be maintained in such a manner that it will reasonably preserve the natural character of the area and prevent property damage of the type generally attributed to run-off rate and velocity increases diversions. concentration and/or unplanned ponding of storm run-off for the 100 -year storm. ' How the project impacts are mitigated. Construction Drawings Drawings stamped by PE. (scanned electronic PDF preferred) Drainage facilities Outlet details Spillway Maintenance Plan ' Frequency of onsite inspections Repairs. if needed ® Cleaning of sediment and debris from drainage facilities ®Vegetation maintenance ❑ Include manufacturer maintenance specifications. if applicable Comments: 1 The report mentions that Culvert 3 is designed for the 10 year storm and that the 100 year storm will spread out rather than overtop the road (Page 5). Please clarify how this was determined. The concern is that in the 100 year storm. if the roadway overtops. the access to the site may be blocked. preventing emergency personnel from accessing the site. 2. Clarification — Page 1 indicates that there are existing irrigation ditch features on the west and east edges of the lease site. Please explain where these features are and what the features are. We need to ensure that no unaccepted flows are going into irrigation ditches. per the UDFCD standards. 4/11/2018 Department of Public Works{ Development Review 1111 H Street. Greeley. CO 80631 I Ph. 970-400-3750 I Fax: 970-304-6497 www.weldgov.comidepartments/public_works/development_review/ DRAINAGE REPORT REVIEW CHECKLIST 3. Drawing CE -602 — Detail C states that the top of the spillway elevation is 4645.85 and the report indicates that the spillway elevation is 4645.80: please correct if this is inaccurate. The table under detail 2 is very fuzzy in the submitted drawings. 4. Once the revised design and drainage report have been submitted, the County may provide additional comments in addition to the ones listed above. Depending on the complexity of the changes made, a full 28 -day review period may be required. 5. Please provide a written response on how the above comments have been addressed when resubmitting the drainage report. Thank -you. 4/11/2018 z Department of Public Works' Development Review 1111 H Street, Greeley, CO 80631 I Ph: 970-400-3750 I Fax: 970-304-6497 www.weldgov.com/departments/public_works/development_review/ Traffic Impact Study COUNTY LINE STORAGE Weld County, Colorado Eugene G. Coppola, P.E. P.O. Box 630027 Littleton, CO 80163 303-792-2450 J Traffic Impact Study COUNTY LINE STORAGE Weld County. Colorado Prepared For: MNR. LLC 850 South Main Street Longmont. CO 80501 Prepared By: Eugene G. Coppola. P.E. P. O. Box 630027 Littleton, CO 80163 303-792-2450 September 17. 2018 Table of Contents I. INTRODUCTION 1 II. EXISTING CONDITIONS 3 A. Existing Road Network 3 B. Existing Traffic Conditions 3 C. Surrounding Land Uses 3 III. FUTURE TRAFFIC CONDITIONS 5 A. Site Assumptions 5 B. Site Traffic 5 C. Trip Distribution 7 D. Background Traffic 7 E. Future Total Traffic 12 F. Future Roadway System 12 IV. TRAFFIC IMPACTS 12 A. Auxiliary Lanes and Traffic Controls 17 B. Future Operating Conditions (with County Line Storage) 17 V. CONCLUSIONS 18 List of Figures Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Figure 6 Figure 7 Figure 8 Figure 9 Figure 10 Figure 11 Vicinity Map 2 Current Traffic 4 Concept Plan 6 Site Traffic Distribution 8 Site Traffic 9 Short -Term Background Traffic 10 Long -Term Background Traffic 11 Short -Term Total Traffic 13 Long -Term Total Traffic 14 Short -Term Roadway Geometry 15 Long -Term Roadway Geometry 16 INTRODUCTION County Line Storage is a proposed light industrial development in Weld County, Colorado. The site is generally located east of County Line Road (CR 1), north of State Highway 66 (SH 66). The development will be a mini -warehouse with about 820 storage units. A vicinity map is presented in Figure 1. This study contains the investigations and analyses typically contained in a full traffic study. Key steps undertaken as part of this study are defined below. • Obtain current traffic and roadway data in the immediate area of the site. • Evaluate current traffic operations to establish baseline conditions. • Determine site generated traffic and distribute this traffic to the nearby street system. • Estimate roadway traffic for future roadway conditions. • Evaluate traffic operations with the proposed operation fully functional un- der future conditions. • Identify areas of potential deficiencies. • Recommend measures to mitigate the impact of site generated traffic as appropriate. II. EXISTING CONDITIONS A. Existing Road Network County Line Storage site is bordered on the west by County Line Road (CR 1). This roadway is under Weld County control. CR 1 is a paved two lane north -south roadway with one lane in each direction serving the area north of SH 66. The posted speed limit is 45 miles per hour. B. Existing Traffic Conditions Traffic counts were collected as part of this study and extracted from other sources and agency publications. Traffic was counted during the morning highway peak hour (7:00 — 9:00 A.M.), and the afternoon highway peak hour (4:00 — 6:00 P.M.). Daily traffic was extracted from various County and Longmont publications. Recent traffic is shown on Figure 2. County Line Road currently has one lane in each direction, adjacent to the site. Count sheets are provided in Appendix A. As indicated current traffic using County Line Road is moderate. C. Surrounding Land Uses The Longmont area is located to the southwest of the site. In the immediate area of the site. land uses are generally devoted to residential and agricultural uses. 3 III. FUTURE TRAFFIC CONDITIONS A. Site Assumptions County Line Storage will initiate development in 2019 with full occupancy expected in 2020. It will be located along the east side of County Line Road and will be com- prised of the existing single family residence and the planned mini -warehouse devel- opment. The short-term time frame represents the year 2020 consistent with buildout of development with the long-term representing the widely accepted planning horizon of some 20 years in the future. With this development, the existing single family house will operate consistent with current conditions with its own driveway. The mini -warehouse area will be served by a new access to County Line Road Spacing between the two driveways will not meet current spacing requirements; however, given minimal peak hour traffic and associat- ed conflicts, this condition is considered acceptable. A concept plan is provided on Figure 3. B. Site Traffic Site traffic generated by this development was estimated using trip generation data published in the Institute of Transportation Engineers publication, "Trip Generation, Ninth Edition". The mini -warehouse land use designation was selected to represent County Line Storage Site traffic for build out of County Line Storage is shown below: 5 Moo1s•Sre +71 a)tw) 'loTo) - a _ Seozosrt WO 4011i on.10(0) �: — - Individual o BuIS'n�gyBi 10 9C(3 ��f Building 10 �...R,.� 90 3 pot � , 1 5 gy97 2 to 0 BA pd � atrta _ _ ... _ �,m, )torage Units i st.uev. PARCEL A _ - _ _ ► _ ;I / _ baba '(r --�- 2eo.n'(w 2 �SM'1S'05t •�� I I L1 I l 1 I_ I : ktf 4 Su d �p Q *0 "irdit`� + gn+pn-J ob -131 li 41 T- EGA �� +.Zr m � +' }p 40' in a +4'�;� Liu _Alf t� 8lor/ 1 1 1 } ♦ �" a 9 1 1 61as� } 200N f } f 9q�F 52SOaE t r-' ,900�f5 oN w: q►aawv.Ann re. r w_ �.r�.rM ` i+N✓r i �,'33a�f� ..F �t•+.wa� Cory '• t - ono fork v 11 [ ` -- I` I I I I 1 I I •` Yo taI I w. 01 M W d. id at In 6v Of 11. a G.: — _ M. a+ •d 44 MO ,pf 1 ri lla N4 wa q : - _——r �--- - - _ .... ' Ib?2Ts9•t0'Y0� 0e�tc 1 r f0.Q( ) t+ t'(D) a � --<;04e SKr 200.00'(Dj" wen J)4'r Stone,9Y.E0M 39C b+')+'M 2&WQWM) 23W) Figure 3 CONCEPT PLAN _41k: — URBAN PSAltl• Use Size Daily AM Peak Hour PM Peak Hour Rate Trips Rate In Out Rate In Out Mini -Warehouse s 820 Units 0.25 210 0 02 8 8 0.02 8 9 On a representative day. this development will generate 16 morning highway peak hour trips, 17 afternoon highway peak hour trips and 210 daily trips. These trips are considered minor. C. Trip Distribution Trip distribution is a function of the origin and destination of site users and the availa- ble roadway system. In this case, virtually all traffic will use County Line Road. Directional site traffic was estimated given the availability and location of major arterial streets serving this area. Site traffic distribution is shown on Figure 4 with site traffic shown on Figure 5. As indicated, peak hour site traffic will be minor (8-9 directional vehicles per hour) and therefore, is not expected to result in any noticeable adverse impacts at the existing nearby intersections. D. Background Traffic Background traffic was developed for the years 2020 and 2040. These represent the short- and long-term horizons. Traffic growth in the range of about 4% annually is expected on County Line Road. This is based on the average of the published annual traffic growth rates. Short- and long-term background traffic is shown on Figures 6 and 7. 7 cc C.) 0 N N to In 120/245 -♦ LEGEND: AM/PM Peak Hour NOTE: Rounded to nearest 5 vehicles. Figure 6 1 0 SHORT TERM BACKGROUND TRAFFIC r LEGEND: AM/PM Peak Hour NOTE: Rounded to nearest 5 vehicles. to co to to in cc O to in Tr to 0 (o N K Figure 7 11 LONG TERM BACKGROUND TRAFFIC N. E. Future Total Traffic Total traffic is the combination of site traffic and background traffic. It represents conditions with the County Line Storage site fully operational. Peak hours were evaluated since these times represent the most severe traffic conditions. Site traffic was added to background traffic resulting in the short- and long-term total traffic shown on Figures 8 and 9, respectively. F. Future Roadway System No improvements are planned on County Line Road in the short-term. Consequently, the existing roadway system will remain constant through 2020. In the long term. however. County Line Road, south of SH 66 is planned to be a four -lane roadway with a center left turn lane. In order to conduct a conservative analysis County Line Road, north of SH 66, was assumed to be a two-lane roadway. Short- and long-term roadway geometry is shown on Figures 10 and 11. respectively. IV. TRAFFIC IMPACTS To assess operating conditions with the site fully functional. capacity analysis proce- dures were utilized at the site access intersection. At the onset of these undertakings, future traffic was reviewed at this location to determine if any new auxiliary lanes will be needed. Findings are indicated below. 12 r re U O N N LO CO IC N 1- 1c IC 1/1 r 7/8 1ir Inc N O N r LEGEND: AM/PM Peak Hour Figure 8 NOTE: Rounded to nearest 5 vehicles. 1 3 SHORT TERM TOTAL TRAFFIC t SI r ix a In co NI - La co 1 C t (V O N LEGEND: AM/PM Peak Hour Figure 9 NOTE: Rounded to nearest 5 vehicles, 1 4 LONG TERM TOTAL TRAFFIC A. Auxiliary Lanes and Traffic Controls County/CDOT requirements indicate: "Auxiliary turn lanes shall be installed according to the criteria below. (a) A left turn lane is required for any access with a projected peak hour left in- gress turning volume greater than 25 vph. If the posted speed is greater than 40 mph. a deceleration lane and taper is required for any access with a project peak hour left ingress turning volume greater than 10 vph. (b) A right turn lane is required for any access with a projected peak hour right in- gress turning volume greater than 50 vph. If the posted speed is greater than 40 mph, a right turn lane is required for any access with a projected peak hour right ingress turning volume greater than 25 vph." An acceleration lane is generally not required except when there is a specifically identified and documented safety and operation reason. Based on the above re- quirements, no auxiliary lanes are warranted at the site access intersection. B. Future Operating Conditions (with County Line Storage) Capacity analyses were conducted using short- and long-term total traffic and the shod- and long-term roadway geometry. Acceptable conditions are defined as overall level of service 'D' with critical, stop sign controlled side street traffic movements allowed to operate at level of service 'E/F'. Resultant levels -of -service are indicated in the following tables. 17 SHORT-TERM OPERATING CONDITIONS WITH PROJECT Intersection Control Movement/ Direction Level of Service AM Pk Hr. PM Pk Hr. CR 1 - Drive Stop WB LR B B SB LT A A LONG-TERM OPERATING CONDITIONS WITH PROJECT Intersection Control Movement/ Direction Level of Service AM Pk Hr. PM Pk Hr. CR 1 - Drive Stop WB LR C A SB LT C A As indicated, the site access will operate acceptably in both the short- and long-term with development of County Line Storage. This is confirmed by level -of -service 'C' or better expected for all traffic movements at this intersection through the long term. Capacity worksheets are presented in Appendix B for short-term conditions and Appendix C for long-term conditions. V. CONCLUSIONS Based on the above documented analyses and investigations, the following can be concluded: • Current operating conditions are acceptable in the area of the County Line Storage site. • This development will generate 16 morning peak hour trips, 17 afternoon peak hour trips and 210 trips per day. These trips will use County Line Road to ac- cess the site and can be accommodated by the existing roadway system. No auxiliary lane improvements are needed. 18 • The existing roadway system can adequately serve the site as evidenced by very acceptable levels of service at all intersections. • Acceptable operating conditions will be achieved and maintained through the long-term at the site access intersection. • The County Line Storage development is viable from a traffic engineering standpoint. In summary, County Line Storage will not adversely impact the area street system. This is verified by the determination that acceptable operating conditions can be anticipated for the foreseeable future. 19 HCS 2010 Two -Way Stop -Control Report General Information Site Information Ana;yst intersection CR 1 - Site Access Agency/Co. Jurisdiction I Date Performed 9/16/2018 East/West Street Site access Analysis Year 2018 North/South Street County Line Ire Analyzed S ` LT 'AM PM Peak F -our Factor 0.92 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description CR 1 - Access Lanes iii ett . ,+ T di'.V . ' 4- 4- j�1 �j. 1- `r fir" c X71..itt `.1Y ,l.L..r Mapr Street North -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 9 1U 1 2 3 4U 4 5 6 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 Configurat on LR T R LT Volume, V (veh/h) 07 1 120 7 1 265 Percent Heavy Vehicles (%) 3 3 3 Proportion Time Blocked i i Percent Grade (%) 0 Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways a. Base Critical Headway (sec) 7 1 6 2 4.1 Critical Headway (sec) 6.43 6.23 4.13 Base Follow -Up Headway (sec) 3.5 3.3 2.2 Follow -Up Headway (sec) 3.53 3.33 2 23 Delay, Queue Length, and Level of Service How Rate, v (veh/h) 9 1 Capacity, c (veh/h) 608 1438 v/c Ratio 0.01 0.00 95% Queue Length, Q95 (veh) 0.0 0.0 Control Delay (s/veh) 11 0 7.5 Level of Service, LOS g A Approach Delay (s/veh) 11.0 0 0 Approach LOS B Copyright CO 2018 University of Florida. All Rights Reserved. HCS 2010121I TWSC Version 6.90 TWSC1.xtw Generated: 9/16/2018 4:24:31 PM HCS 2010 Two General Information -Way Stop -Control Report Site Information Analyst Intersection CR 1 - Site Access Agency/Co. Jurisdiction Date Performed 9/16/2018 East/West Street Site access Analysis Year 2018 North/South Street County Line Time Analyzed T LT AM ( r..1 , Peak Hour Factor 0.92 Intersection Onentation )(torth-South Analysis Time Period (hrs) 0.25 Pro ect Description V CR 1 - Access Lanes 4 -e. Major a >- 4- I- r Street Ncrth-Soutn Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U ! T R U L T R U _ R U L T R Priority IC 11 12 7 9 • i 1 - _ 3 4j 5 Number of Lanes 0 0 0 0 0 0 0 0 1 0 0 0 1 0 I 1 , Configuration L.. TR L" Volume, V (veh/h) fr 8 i 1 ,45 7 1 220 Percent Heavy Vehicles (%) 3 fr Proportion Time Blocked , - - - — Percent Grade (%) Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways 3ase Critical Headway (sec) 7 l 6 2 4 1 Critical Headway (sec) 6.43 6.23 4 13 Base Follow -Up keadway (sec) 3 5 3.3 2 2 Follow -Up Heacway (sec) _ 3.53 3.33 223 Delay, Queue Length, and Level of Service Plow Rate, v (veh/h) . ; 1 Capacity, c (veh/h) 537 1282 v/c Ratio 0.00 95% Queue Length, Q95 (veh) 0 1 0.0 Control Delay (s/veh) 1 5 7 8 Level of Service, LOS B 4 Approach Delay (s/veh) 11 8 `?0 Approach LOS B opynght O 2018 University of Florida. All Rights Reserved. HCS 20101eh TWSC Version 6.90 TWSC1.xtw Generated: 9/16/2018 4:28:39 PM General Information HCS 2010 Two -Way Stop -Control Report Site Information Analyst intersection CR 1 - Site Access Agency/Co. Jurisdiction Date Performed 9/16/2018 East/West Street Site access Analysis Year 2018 North/South Street County Line Tame Analyzed ST AuT PM r l Peak hour Factor 12 Intersection Orientation North -South Analysis Time Period (hrs) 0.25 Project Description CR 1 - Access Lanes J 4 4. -< i -♦ 741 "ls 4.., A. .$.L.It •- ' 1 '- p • 4 ii - le .Major Street. Nor. - Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement t Li L 1 T R , U L a T R U L T R U L T R Priority 1C 11 12 2 :L I L 6 Number of Lanes 0 0 0 0 0 C 0 0 1 0 0 0 1 0 Configuration 3 I R LT Volume, V (veh/h) 7 i 1 2b0 7 1 B65 Percent Heavy Vehicles (%) 3 ?. Proportion Time Blocked 1 , Percent Grade (%) C Right Turn Channelized No No No No Median Type/Storage Undivided Critical and Follow-up Headways Base Critical Headway (sec) 7 1 6.2 4.1 Critical Headway (sec) r, 6.43 6.23 : 4.13 Base Follow-up Headway (sec) 1 1 3 5 3.3 ir 2 2 Follow Up Headway (sec) - - - . 3.53 - 3.33 1 2.23 i Delay, Queue Length, and Level of Service - - - - - f ow Rate, v ;ven/h) ' .; 1 Capacity, c (veh/h) 328 1264 v/c Ratio C.03 0.00 95% Queue Length, Q9 (veh) 0.1 0.0 Control Delay (s/veh) 16.3 7.9 Level of Service, LOS C A Approach Delay (s/vehl 16.3 O Approach LOS C Copyright © 2018 University of Florida. All Rights Reserved. HCS 2010180 TWSC Version 6.90 TWSC1 xtw Generated: 9/16/2018 4:34:50 PM HCS 2010 Two -Way Stop -Control Report General Information Site Information Analyst Intersection CR 1 - Site Access Agency/Co. Jurisdiction Date Performed 9/16/2018 East/West Street Site access Analysis Year 2018 North/South Street County Line T me Analyzed ST LT AM PM Peak I -our Factor 0.92 Intersection Orientation Nort -South Analysis Time Period (hrs) 0.25 Project Description CR 1 - Access 1 Lanes 4: -t —44tr U M.: Major Street North t t .>4r- :V -South Vehicle Volumes and Adjustments Approach Eastbound Westbound Northbound Southbound Movement U L T R U L T R U L T R U L T R Priority 10 11 12 7 8 y 1U i_ 3 4U 4 5 6 Number of Lanes 0 0 a 0 0 0 0 0 1 0 C 0 1 0 Configuration LR TR LT Volume, V (veh/h) 8 , 1 545 7 1 '35 Percent Heavy Vehicles (%) s Proportion Time Blocked Percent Grade (%) Right Turn Channelized No No NC No Median Type/Storage Undr.Lied Critical and Follow-up Headways Base Critical Headway (ser) r I 7.1 2 4 Critical Headway (sec) 6.43 6.23 4 13 Base Follow Up Headway (sec: 3.5 1 3.3 _ 2 Follow -Up Headway (sec) 3.53 3.33 2 23 Delay, Queue Length, and Level of Service Flow Rate, v (veh/h) 10 4 1 Capacity, c (veh/h) 239 971 v/c Ratio 0.04 0.00 95% Queue Length, Qgs (veh) 0.1 0.0 Control Delay (s/veh) 20.7 8.7 Levei of Service, LOS C A Approach Delay (s/veh) 20 7 0.0 Approach LOS C Copyright © 2018 University of Florida. All Rights Reserved. HCS 201010 TWSC Version 6.90 TWSC 1.xtw Generated: 9/16/2018 4:35:58 PM Hello