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Home My WebLink About20151977.tiff ' ` ToddHodgesDesign, LLC Use by Special Review Application Property located in the SW/4, SW/4 Section 10, T05N, R65W Prepared for: Energes Services, LLC c/o: Terry Peltes, President & CEO 33247 Hwy 85 Lucerne, Colorado 80636 Prepared by: Todd Hodges Design, LLC 2412 Denby Court Fort Collins, Colorado 80526 Submitted: February 9, 2015 2412 Denby Court • Fort Collins, Colorado 80526 • (970) 215-4311 • fax: (561) 828-8059 email: toddhodgesdesign@gwestoffice.net SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE DATE RECEIVED: RECEIPT # /AMOUNT # /$ CASE # ASSIGNED: APPLICATION RECEIVED BY PLANNER ASSIGNED: Parcel Number 0 9 6 1 _ 1 0 _ 3 _ 0 0 _ 0 1 0 4- 096 3 I 0 3 D d 0 1 " (12 digit number - found on Tax I.D. information, obtainable at the Weld County Assessor's Office, or www.co.weid.co.us) Legal Description Pt. SW/4, SW/4 , Section 10 , Township 05 North, Range 65 West Zone District: C-3, prop. I-1 , Total Acreage: 8.5 , Flood Plain: NA , Geological Hazard: NA , Airport Overlay District: NA FEE OWNERS) OF THE PROPERTY: Name: Merle A Luther & Luther Rentals 1510 LLC Work Phone # Home Phone # Email Address: 1829 15th Street Address: City/State/Zip Code Greeley, Colorado 80631 Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code Name: Work Phone # Home Phone # Email Address: Address: City/State/Zip Code APPLICANT OR AUTHORIZED AGENT (See Below Authorization must accompany applications signed by Authorized Agent) Name: Energes Services, LLC C/O: Terry L. Peltes. President & Chief Executive Officer Work Phone # 303-941-3802 Home Phone # Email tpeltes@EnergesServicesLLC.com Address: 33247 Hwy 85 Address: City/State/Zip Code Lucerne, Colorado 80636 PROPOSED USE: Oilfield construction, manintenance and trucking company. Provide services to the major producers in Weld County. Propose additional buildings and some outside storage. I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner, notarized evidence must be included 1'ndicatin hat the signatory has to legal authority to sign for the corporation. 9,5 i ch Signature: Own r or Authorized Agent Date Signature: Owner or Authorized Agent Date Colorado Secretary of State - Summary Page 1 of 1 1 +• t � >-. 4, . . Colorado =.:a.:, s, tip, I Secretary of State l• • Wayne W. Williams ,_ ; •^ r.. tn, ,Last i ' a; Yt.761 " � Search For this Record... Filing history and documents Summary Get a certificate of good standing File a form Subscribe to email notification Unsubscribe from email Details notification Name Energes Services, LLC Status Good Standing Formation date 01/30/2013 Business Home Business Information 1D number 2.0131071531 Form Limited Liability Company Business Search Jurisdiction Colorado Periodic report month January Term of duration Perpetual FAQs, Glossary and Information Principal office street address 33247 Hwy 85, Lucerne, CO 80646, United States Principal office mailing address PO Box 181 , Lucerne, CO 80646, United States Registered Agent Name Terry Peltes Street address 33247 Hwy 85, Lucerne, CO 80646, United States Mailing address PO Box 181 , Lucerne, CO 80646, United States Filing history and documents Get a certificate of good standing File a form Set up secure business filing Subscribe to email notification Unsubscribe from email notification I Back J Terms and Conditions http://www.sos.statc.co.us/biz/BusinessEntityDetail.do?quitButtonDestination=BusinessEntityResults&nameTyp... 2/8/2015 Colorado Secretary of State -Filed Date and Time: 01/29/2015 10:46 AM Document must be filed electronically. ID Number: 20131071531 Paper documents are not accepted. Fees & forms are subject to change. Document number: 20151071730 For more information or to print copies Amount Paid: $ 10.00 of filed documents, visit www.sos.state.co.us. 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) 1D number: 20131071531 Entity name: Energes Services, LLC Jurisdiction under the law of which the entity was formed or registered: Colorado 1 . Principal office street address: 33247 Hwy 85 (Street name and number) Lucerne CO 80646 (City) (State) (Postal/Zip Code) United States (Province — f applicable) (Country— if not US) 2. Principal office mailing address: PO Box 181 (if different from above) (Street name and number or Post Office Box information) Lucerne CO 80646 (City) (State) (Postal/Zip Code) United States (Province— if applicable) (Country— if not US) 3. Registered agent name: (if an individual) Peltes Terry (Last) (First) (Middle) (Suffix) or (if a business organization) 4. The person identified above as registered agent has consented to being so appointed. 5. Registered agent street address: 33247 Hwy 85 (Street name and number) Lucerne CO 80646 (City) (State) (Postal/Zip Code) 6. Registered agent mailing address: PO Box 181 (if different from above) (Street name and number or Post Office Box information) Lucerne CO 80646 (City) State) (Postal/Zip Code) United States (Province—if applicable) (Country— if not US) REPORT 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: Peltes Terry (Last) (First) (Middle) (Suffix) 33247 Hwy 85 (Street name and number or Post Office Box information) Lucerne CO 80646 (City) State) (Postal/Zip Code) United States (Province—if applicable) (Country— if not US) (The document need not state the true name and address of more than one individual. However, if you wish to state the name and address of any additional individuals causing the document to be delivered for filing, mark this box n 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 SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE The following questions are to be answered and submitted as part of the USR application. If a question does not pertain to your use, please respond with "not applicable", with an explanation as to why the question is not applicable. 1 . Explain, in detail, the proposed use of the property. Energes Services, LLC is an oilfield construction, maintenance and trucking company that provides services to the major producers in Weld County, including Anadarko and Noble Energy. All service work is done on the customer's site. Approximately 60% of the business is site construction, 30% is well site maintenance and 10% is water hauling. The site will be used as a location for employees to gather in the morning, pick up equipment and leave for the job site. Employee vehicles are parked on the site during the day and company vehicles and equipment will be parked on site at night. There is an existing residential structure, large office building with attached shop and sheds. The existing residence will be used for office use and on-site security and maintenance personnel. The existing large building and shop will be used for offices and truck/equipment maintenance. There is a proposed new building on the eastern lot which would be used for updated office facilities and drive through bays for truck and equipment maintenance. Additional shed structures are proposed for storage of equipment 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. This proposal is consistent with Section 22-2-70 and Section 22-2-80, goals and policies for industrial development in Weld County. The site is located on an existing State Highway in an area that has levels of service and facilities to serve the proposed uses. The proposed uses are very consistent with the existing uses along the 34 corridor which are commercial and industrial in nature. The review and approval process insures that any potential impacts are mitigated. 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. This proposal is very consistent with the intent of the Weld County Code, Chapter 23 in the fact that the proposed change of zone to I-! allows for the submittal of a Use by Special Review for an oil and gas support and service. The proposed zoning is consistent with numerous other properties located adjacent and close proximity to the site along the Highway 34 corridor which include C-3, 1- 1 and 1-2. 4 What type of uses surround the site (explain how the proposed use is consistent and compatible with surrounding land uses). There are several properties in the immediate vicinity of the site that are zoned C-3, 1- 1 and 1- 2 in Weld County. Surrounding existing land uses include a cemetery to the north, a vacant motel to the northeast, residential to the east, west and south, commercial to the southwest, oil and gas facilities directly south, and similar industrial uses to the east and west along Highway 34. The proposed uses are very consistent with the existing and historic uses along this Highway 34 corridor. 5. Describe, in detail, the following: a. Number of people who will use this site Up to 200 employees will use the site. b. Number of employees proposed to be employed at this site 12 employees, plus or minus, will be using the offices during the day These employees are mainly supervisors and safety personnel who complete paperwork and 1 then generally leave for the field to supervise crews. The remainder of the employees gather at the site in the morning to pick up their equipment and leave for the job sites. c. Hours of operation The nature of the business requires 24/7 operations. The typical hours of operation will be 5:30 am to 7:30 pm, 7 days a week. d . Type and number of structures to be erected (built) on this site There are two proposed new sheds and a new office/shop building. The proposed buildings are delineated on the plan and also shown in the engineering documents. e. Type and number of animals, if any, to be on this site No animals are proposed to be on this site. f. Kind of vehicles (type, size, weight) that will access this site and how often it is estimated that there will be 50 — 100 vehicles on average. The company has 50 combined F- 150s, F-250s and F350s. 10 dump trucks, 20 water hauling trucks, 4 hydro excavators, and 2 cranes. Employees park their personal vehicles on the site and drive the company vehicles to the job site on a daily basis. g. Who will provide fire protection to the site The Greeley Fire Protection District provides service through an agreement with the Western Hills Fire Protection District A letter from the Greeley Fire Protection District is included in the application submittal. h. Water source on the property (both domestic and irrigation) Water service is provided by the City of Greeley. A letter from the City of Greeley is included in the application submittal. I . Sewage disposal system on the property (existing and proposed) Sewage is currently by an existing septic system. Two new systems are proposed as part of the application submittal. A percolation test and septic design by Northern Colorado Geotech is included in the application submittal. j. If storage or warehousing is proposed, what type of items will be stored The main use of the open portion of the lots is parking of vehicles and equipment Compressor units are stored while they are being repaired or replaced. The existing and proposed sheds are for most of the storage on site. 6. Explain the proposed landscaping for the site. The landscaping shall be separately submitted as a landscape plan map as part of the application submittal . The site has not been landscaped in the past for the prior approved uses. No landscaping is proposed at this time. 7. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. There should not be any reclamation required based on the nature of this proposal. 8. Explain how the storm water drainage will be handled on the site. A final drainage, erosion and sediment control and water quality report by Shear Engineering Corporation is included in the submittal. 2 9. Explain how long it will take to construct this site and when construction and landscaping is scheduled to begin. Some construction could occur once the USR is approved and permits are acquired. Construction of the new office/shop will be based on final cost and other influences on the company based on operations. 10. Explain where storage and/or stockpile of wastes will occur on this site. Debris and refuse will be collected and removed by Waste Management. There are not any other proposed storage or stockpiling of wastes on this site. 11 . Please list all proposed on-site and off-site improvements associated with the use (example: landscaping, fencing, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed . On site improvements include grading and drainage, new septic systems, sheds, and a future office/shop. See site plan for details. As discussed above, the improvements will be based on the approval of the USR and associated permits. An exact timeline for all improvement has not been completed. No off-site improvements are proposed. Dust Abatement and Waste Handling Plan Dust will be handled with water trucks as necessary. The site will be primarily gravel and will be graded and maintained as necessary per the engineering design. There will be no storage of wastes on this site. Any wastes from employees will be contained in a dumpster and hauled off regularly by Waste Management. Any household/office cleaning supplies/chemicals will be used and stored in accordance with manufacturer recommendations. Any used oil and/or coolants associated with truck and equipment maintenance will be properly stored and then removed by LaSalle Oil Company. LaSalle Oil Company 320 N 1st Street LaSalle, Colorado 80645 (970) 284-5255 3 From: Todd Hodges To: Chris Gathman Cc: Bethany Pascoe; "Terry Peltes" ; "Brian Shear"; dleafgren@msn.com; "Robb Casseday" Subject: RE: Completeness Review Comments for Energes Use by Special Review Permit (PRE14-0150) Date: Monday, February 23, 2015 6: 19:27 AM Attachments: Certificate of Compliance.pdf COC update 02 20 15.pdf COC update II 02 20 15.pdf usr questionairre updated 02 22 15.rtf Importance: High Chris, I have taken your completeness review comments from February 17, 2015 and responded in green below. Also attached is the certificate from Brian Shear, updated conveyance cover sheets and the USR questionnaire with an updated waste handling plan . This should cover the items for the completeness review and meet the conditions of the stipulation agreement. Let me know if you need anything further to process the application . Have a great day. Engineering Comments: -updated certificate of compliance for Drainage Report is required . See planning - engineering website. - http ://www. co.weld . co. us/Departments/PlanningZoning/Engineering . html Shear Engineering has provided a signed certificate of compliance for the drainage report. A pdf of the certificate is also attached to this email. Environmental Health Comments: application states there will be truck and equipment maintenance. Provide a waste handling plan that addresses all waste associated with maintenance. All oil and coolants are stored appropriately and are picked up by LaSalle Oil Company located at 320 N 1st Street, LaSalle Colorado, 80645. The info has been added to the waste handling plan and is attached. is there washing of equipment or vehicles on site? NO fuel storage? None proposed at this time any drains in the shop? The proposed new shop will have floor drains. if so where do they discharge? An oil/sand separator will be installed and the system will be tied to a separate holding tank. The drains will not be connected to the new septic system. what is the septic permit number for the existing house? As stated in the provided septic system design report, the existing system permit is unknown. The existing system will be abandoned. how many will be in that house? Currently 4 employees work in the house. Once the new office/shop building is completed, the employees will office in the new building. multiple septic systems may require site application through the state, contact CDPHE to inquire. Understood, however it is important to note that the two proposed systems will be on separate legal lots under this proposed USR. The parcel numbers of each lot are on the submitted application form. Planning : Update the Certificate of Conveyances cover sheet (not current within 30 days) . An updated Certificate of Conveyances is attached to this email response. Once we have the following and the application fee - $2,500 . 00 we can proceed . Note : per the stipulated agreement we need a complete application by Monday, February 23rd. A Check in the amount of $2500. 00 for the USR application fee was hand delivered to you on Wednesday, February 18, 2015. From : Chris Gathman [mailto : cgathman@co.weld . co. us] Sent: Tuesday, February 17, 2015 3 : 38 PM To: Todd Hodges Cc: Bethany Pascoe Subject: Completeness Review Comments for Energes Use by Special Review Permit (PRE14-0150) Importance: High Dear Todd, See the attached completeness review comments for Energes : Engineering Comments: -updated certificate of compliance for Drainage Report is required . See planning - engineering website. - http ://www. co.weld . co. us/Departments/PlanningZoning/Engineering . html Environmental Health Comments: application states there will be truck and equipment maintenance. Provide a waste handling plan that addresses all waste associated with maintenance. is there washing of equipment or vehicles on site? fuel storage? any drains in the shop? if so where do they discharge? what is the septic permit number for the existing house? how many will be in that house? multiple septic systems may require site application through the state, contact CDPHE to inquire. Planning : Update the Certificate of Conveyances cover sheet (not current within 30 days) . Once we have the following and the application fee - $2,500 . 00 we can proceed . Note : per the stipulated agreement we need a complete application by Monday, rd February 23 . Sincerely, Chris Gathman Planner III Weld County Department of Planning Services 1555 N . 17th Avenue, Greeley CO. 80631 Ph : (970)353 -6100 ext. 3537 Fax : (970)304-6498 Ki 7%,� G O�N TY�< Confidentiality Notice : This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication . Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited . eat ' vl Linit2 [NAM COMMUNITY SERVICES DIVISION 1100 10th St Suite 100 Greeley, CO 80631 December 22, 2014 Robb Casseday RE: Fire Protection @ 1328 E 18th St Greeley, CO The Greeley Fire Department provides fire protection services at 1328 E 18th Greeley , CO through an agreement with the Western Hills Fire Protection District. Sincerely, 7- Vi/t4,4— Dale Lyman, CFPS, CBO, CFM State of Colorado Inspector III-Plans Examiner #07- 180223 Division Chief/ Fire Marshal Greeley Fire Department 1100 10th St, Suite 100 Greeley, CO 80631 970-350-9511 COMMERCIAL LEASE AGREEMENT THIS COMMERCIAL LEASE AGREEMENT ("Lease") is effective the 24`h day of January, 2014 ("Effective Date"), between Energes Services, LLC. a Colorado limited liability company, 33247 Highway 85. P.O. Box 181 , Lucerne. Colorado 80646 ("Tenant") and Merle Luther and LutherRentals 1510, LLC. 1829 15th Street. Greeley, CO 80631 (``Landlord"). 1 . [,EASE OF PROPERTY; TERM. In consideration of the payment of Rent and the performance of the covenants and agreements by the Tenant set forth herein, Landlord does hereby lease to Tenant the th following described property situated in Weld County, Colorado, having a street address of 3328 East to Street, Greeley. CO 80631 and 1510 East HWY 34. Greeley. CO 80631 , consisting of approximately 8.5 acres, all as more specifically depicted on Exhibits A-1 and A-2 ("Property"), The Property is leased to Tenant for a term commencing January 24, 2014 and ending on January 31 , 2017 ("Lease Term"). In addition- Tenant shall have an option to extend the Lease Term for an additional three (3) year period ("Extension Option"). Tenant shall exercise the Extension Option by providing Landlord written notice (the "Extension Notice') of its election to extend the Lease Term on or before forty-five (45) days prior to the end of the Lease Term. All terms, provisions and conditions contained in this Lease shall remain in full force and effect during the extended Lease Term, except that Rent shalt be increased as provided on Section 2 below. ?. RENT_ Base Rent for the run Lease Term shall be Hundred Twenty Dollars (US a ("Rent"). payable as follows: a. January 24-31 , 2014 ) b. February 1 , 2014 through April 31 , 2014 . .al per month c. May 1, 2014 through January 31 , 2016 per month d. February 1 , 2016 through January 31, 2017 EINIMIP per month IfTenant exercises its Extension Option, the Rent for such extended Lease Term shall be increased as follows: x. February 1 , 2017 through January 31 . 2018. . .. , .. . .., per month y. February 1 , 2018 through January 31 , 2019 , per month z. February 1 . 2010 through January 31 . 2020 IMPS per month Rent shall be payable without notice at: 1829 15th Street, rrreeley, CO 80631_or any other address that Landlord advises Tenant to make the Rent payable. 3. ADVANCE RENT. in addition to the Security Deposit required in Paragraph 4 below. at the execution of this l_case. Tenant shall deposit with the Landlord advance Rent in the amount of Eleven Thousand. Three Hundred Twenty-Two and 56i100 Dollars (S114322.56) to be held by the Landlord without interest and to be applied to Rent for January 24-31 , 2014 and February 1--28. 2014_ 4. SECURITY DEPOSIT_ At the execution of this Lease, in addition to the Advance Rent, Tenant shall deposit with Landlord Twelve Thousand Dollars (S12,000.00) to be held by Landlord without interest as security for the performance of Tenants' obligations under this Lease_ If Landlord applies any part of the deposit to cure any default of Tenant, Tenant shall on demand deposit with Landlord the amount so applied so that Landlord shall have the full deposit on hand at all times during the term of this Lease. Tenant may not apply the deposit to the payment of Rent or performance of other obligations under this Lease. Following termination of this Lease, Landlord shall have sixty (60) days within which to return all or a portion of said deposit or otherwise provide notice to Tenant of Landlord's disposition of the deposit 5. LATE PAYMENTS. In the event any payment of Rent is not made within five (5) days after the payment is due, Tenant shall pay Landlord a late charge in the amount of Three Hundred Fifty Dollars ($350.00). 6. USE. Tenant shall use and occupy the Property only for operation of an oil field service business, parking. maintenance and day-to-day operations and not for any other use whatsoever. Tenant shall neither permit nor suffer any unreasonable disorderly conduct, noise or nuisance having a tendency to unreasonably annoy or disturb any persons occupying adjacent premises. 7. LANDLORD'S PERSONAL PROPERTY_ The Landlord agrees to supply and the Tenant agrees to use and maintain in reasonable condition, normal wear and tear excepted the following personal property: Exhibit B to be finalized and made a pan at'this Lease by February 154,?014. R "AS IS". Tenant acknowledges that the Property is in good order and repair as of the Effective Date and accepts the Property and all appurtenances in their current condition, "as is". 9_ POSSESSION. a. The residences on the Property are currently occupied. The possession of the residence at 1510 East HWY 34. Greeley will be delivered to Tenant on March 31 . 2014. The possession,pf the residence at 1328 East 18th Street, Greeley will be delivered to Tenant on March 31. 2014. Until the later of April 1 , 2014 or the date such residences are delivered to tenant in a broom clean condition. such residences and the real estate on which they are located shall not be considered a part of the Propertyand Tenant shall have no obligations or liabilities with respect to such residences. property or the occupants thereon. Without limiting the forgoing, in no event shall Tenant be liable or responsible for any utilities, taxes, insurance or damages with respect to the residence, the contents or the occupants thereof; Furthermore, until such time as the residences are delivered to the Tenant, Landlord shall indemnify and hold Tenant harmless from any and all claims, damage or injury to Tenant or any other person. as a result of the actions or inactions of such occupants or their invitees. b_ Landlord, at its sole costs. expense. :. :. -: • H and risk. shall be permitted to store equipment and miscellaneous personal property in the enclosed portion of the building in the Northwest corner of the Property until the end of MLA•, 2014. c_ Landlord, at its sole costs, expense, -\ risk, shall be permitted to store miscellaneous personal property along the South fence until May 31 . 2014. 10. CONSTRUCTION OF FENCE. Landlord shall, at Landlord's cost construct a chain link fence along Highway 34 on the portion of the Property where there is not a fence currently.. The fence shall be completed by Februa, ry 28 2014., weather permitting. 11 . THIS IS A TRIPLE NET LEASE, LE, THE TENANT PAYS ALi. TAXES, INSURANCE AND MAINTENANCE as provided herein. The following items shall be paid by Tenant in addition to the Rent to be paid by Tenant: a_ Taxes_ All real estate and ad valorem taxes including the general or special assessments which may be levied or assessed against the Property by any lawful authority for each calendar year during the Lease Term. b. Insurance. All fire and extended coverage insurance re : ?'` �:.�: .. : . 1e accepted by Landlord on the date of this Lease in connection with said Property, insuring the Landlord's interest in the Property. c. Care and Maintenance of Property. Tenant shall not commit and shall, at ail times and at Tenant's cost keep the Property in good order, condition and repair. Notwithstanding the forgoing, Landlord shall be responsible 11w the repair, maintenance and replacement of the roof, structural components, foundation, load bearing walls, heating, ventilation and air conditioning systems (I-1VAC), and the plumbing and electrical systems, all with respect to the improvements on the Property_ If either party refuses or neglects to repair the portion of the property as required hereunder, to the reasonable satisfaction of such party as soon as reasonably possible after written demand, the other party may, but shall not be required, to make such maintenance, repairs or replacements, or cause the same to be made without liability to the other party for any loss or damage that may accrue to any merchandise, fixtures, or other property or their business by reason thereof, and upon completion thereof; provided, however, the party making such repairs shall do so in a reasonable workman like manner. The party required to make such repairs or replacements shall pay the other party's costs for making such repair plus ten percent ( 10%) for overhead and supervision upon presentation of a statement. d. Tax and Insurance Payment In addition to the Rent, Tenant shall pay an estimated amount for tax required to be paid under Paragraph 11 .a. above ani n required by Paragraph 1 Lb. above. The current monthly amount for the tax and insurance reserve is 9 ISM. The Tax and Insurance Reserve shall be prorated for any partial year of this Lease. When the actual amount of taxes arc paid by Landlord. Landlord shall reconcile with the amount collected from the Tenant and if additional amounts are due. Tenant shall pay the additional amount due within ten ( I 0) days after being notified of the amount. If Landlord has over collected_ Landlord shall refund the difference to Tenant within ten ( 10) days. After reconciliation, the Landlord shall recompute the tax and insurance monthly payment and notify Tenant of the new monthly payment. The date for the Tenant to begin paying to Landlord the Tax and Insurance Reserve will be July 1, 2014. 12. ALTERATIONS_ a. Tenant Shall Obtain Landlord's Consent Tenant shall not permanently alter the Property (except for repairs as aforesaid and to install such nonpermanent equipment and accessories as may be necessary to set up and run an office and workhnechanic shop), and shall not install any permanent fixtures or equipment to be used in connection with Tenant's business which adversely affect the Property in any manner without first obtaining the written approval of Landlord, which shall not be unreasonably withheld or delayed.. Any permanent improvements that are approved by Landlord shall include Landlord's determination if such permanent improvements are to remain on the Property at the termination of the Lease or removed by the Tenant at the end of the Lease Term. b. Mechanic's Lien. if Tenant makes any alterations or improvements to the Property, Tenant must pay [Or same when made. Nothing in this Lease shall be construed to authorize Tenant or any person dealing with or under Tenant to charge the rents of the Property or the property of which the Property form a part or the interest of Landlord in the estate of the Property or any person under and through whom Landlord has acquired its interest in the estate of the Property with a mechanic's lien or encumbrance of any kind, and under no circumstances shall Tenant be construed to be the agent, employee, or representative of Landlord in the making of any such alterations or improvements to the Property. but, on the contrary, the right or power to charge any lien, claim, or encumbrance of any kind against Landlord's rents or the Property is denied, So long as the laws of this slate shall provide for the fling of statutory bond to eliminate the attachment of mechanic's or materialmen's lien to real estate. Tenant shall require that its contractor or itself take such steps prior to the initiation of any construction to insure that said bond shall be obtained. If a mechanic's or materialmen's lien is threatened by any contractor or supplier, or in the event of the filing of a notice of any such lien, Tenant will promptly pay same and take steps immediately to have same removed. If same is not removed or bonded over within ten ( 10) business days from the date of written notice from Landlord, Landlord shall have the right, at Landlord's option, of paying the same or any portion thereof and the amounts so paid, including reasonable attorney's fees and expenses connected therewith, and interest at the rate of three percent (3%) over the 5 year U.S. Treasury or eighteen ( 18%) per annum. whichever is greater. on any sums paid or advanced and shall be deemed to be Additional Rent due from Tenant to Landlord and shall he paid to Landlord immediately upon rendition to "Tenant of a statement, Tenant will indemnify and save harmless Landlord fi-om and against all loss, claims, damages, costs or expenses suffered by Landlord by reason of any repairs, installations, or improvements made by Tenant. 13. COMPLIANCE WITH LAW. Tenant shall comply with all statutes, ordinances, and requirements of all municipal, state and federal authorities now in force or which may thereafter be in force, pertaining ljec itic,a !\-to the operation of Tenant's business on the Property, occasioned by or affecting the use thereof by Tenant _ - , - . . , including any building signagc at Tenant's expense. Notwithstanding the forgoing, if Tenant is unable to legally operate its business because of a violation or potential violation of any laws, statutes, ordinances, regulations or requirements of all municipal, state and federal authorities. Tenant shall have the right to i.r.'eeeiiee ti -terminate this Lease without any liabilities, obligation or penalties of any kind or nature to the Landlord_-__ • ' • — —� ....______•_ ____-. ___ ____ - e ., ._ . teeter-. .tll1 ,. �\. � L � � . ,•t , : - ` e:'•i- \ ne,. e--e. 1• 1: _ _ e 4 _ ice..., _ _ eyt .' ._3 _tve j E!r` `. : Si •1:•• ' • .'1 er,, ,ti :. \ Llt.�- -,u,j i1 ' i.e. : ): - -.�..•�- � --.n�rv...�.•-ems-•_ - w.�- - 14. ASSIGNMENT AND SUBLETTING. Tenant shall not assign this Lease or sublease the Property without prior written consent of Landlord, which may not be unreasonably withheld or delayed by Landlord. Any such assignment without consent shall be void. 15_ UTILITIES. All applications and connections for necessary utility service to the Property shall be made in the name of Tenant only and Tenant shall be solely liable for all utility charges as they become due, including those for gas, electricity. water and sewer charges. Tenant will be responsible for gas and electricity Fe ru;try 1, 3014_ Landlord will pay water and sewer until March 3 i _ 2014. 16. ENTRY AND INSPECTION. Tenant shall pemit Landlord or Landlord's agents to enter upon the Property at reasonable times and upon reasonable notice, for the purpose of inspecting the same. and will permit Landlord at any time within sixty (60) days prior to the expiration of this Lease, to place any usual "To let" or "For Lease" signs, and permit persons desiring to lease the same to inspect the Property thereafter. 17. INDEMNIFICATION OF LANDLORD, Except for damage or injury that is the result of the landlord's negligence or intentional acts, Landlord shall not be liable for any damage or injury to Tenant or any other person, or to any property, occurring on the Property or any part thereof, and Tenant agrees to indemnify. defend and hold Landlord harmless from any and all claims for damages. Notwithstanding the forgoing, Tenant shall not be liable for and the Landlord shall indemnify, defend and hold Tenant harmless from any and all claims for damages or the actions or inactions of the occupants (and their invitees) on the residences on the Property. 18. LIABILITY INSURANCE. a. Liability Insurance. During the Lease Term. Tenant shall maintain a policy of commercial general liability insurance (sometimes known as broad form comprehensive general liability insurance) insuring Tenant against liability for bodily injury, property damage (including loss of use of property) and personal injury arising out of the operation, use or occupancy of the Property. Tenant shall name Landlord as an additional insured under such policy. The amount of such insurance shall be Two Million Dollars ($2,000,000) per occurrence. The liability insurance obtained by Tenant under this Paragraph 18 shall (i) be primary and non-contributing, (ii) contain cross-liability endorsements, and (iii) insure Landlord against Tenant's performance under Section 1 .7, if the matters giving rise to the indemnity under Section l 7 result from the negligence of Tenant. The amount and coverage of such insurance shall not limit Tenant's liability nor relieve Tenant of any other obligation under this Lease. Landlord may also obtain comprehensive public liability insurance in an amount and with coverage determined by Landlord insuring Landlord against liability arising out of ownership, operation. use or occupancy of the Property. The policy obtained by Landlord shall not be contributory and shall not provide primary insurance. h. Property (Fire) Insurance. Tenant shall not do or permit anything to be done on the Property which invalidates any fire or extended coverage policy of Landlord. c. Payment of Premiums. Before the Effective Date, Tenant shall deliver to Landlord a copy of each policy of insurance which Tenant is required to maintain under this Section 1 $_ At least thirty (30) days prior to the expiration of any such policy, Tenant shall deliver to Landlord a renewal of such policy. As an alternative to providing a policy of insurance; Tenant shall have the right to provide Landlord with a certificate of insurance_ executed by an authorized officer of the insurance company, showing: that the insurance which Tenant iti required to maintain under this Section 18 is in full force and effect and containing such other information which Landlord reasonably requires. d. Notice of Cancellation. Any insurance which Tenant is required tom ' • . 4 S include a provision which requires the insurance carrier ord written notice of any cancellation or ��x modification of coverage not less than ' ays prior to the effective date of change (or not less than ten (10) days prior to the effective-dale of change, if Tenant has used its best efforts to obtain a longer notice period but has been vuable To do so). If any insurance policy is cancelled on account of the business or activities of Tin • rteilant shalt immediately cease such activities or secure a replacement policy acceptable to Landlord. e. Failure to Obtain or Confirm Coverage. 1f Tenant fails to deliver any policy, certificate or renewal to Landlord required under this Lease within the prescribed time period or if any such policy is cancelled or modified during the Lease Term without Landlord's consent, Landlord may obtain such insurance, in which case Tenant shall reimburse Landlord for the cost of such insurance within fifteen (1 5) days after receipt of a statement that indicates the cost of such insurance. f. Minimum Standards. Tenant shall maintain all insurance required under this Lease with companies holding a "General Policy Rating" of A- 12 or better. as set forth in the most current issue of"Best Key Rating Guide". If at any time during the Lease Term. Tenant is unable to maintain the insurance required under the Lease, Tenant shall nevertheless maintain insurance coverage which is customary and commercially reasonable in the insurance industry fin- Tenant's type of business, as that coverage may change from time to time. Landlord makes no representation as to the adequacy of such insurance to protect Landlord's or Tenant's interests. 19. EMINENT DOMAIN. If the Property or any part thereof or any estate therein, or any other part of the building materially affecting Tenant's use of the Property, shall be taken by eminent domain, this Lease shall terminate on the date when title vests pursuant to such taking. Rent shall be apportioned as of the termination date, and any Rent paid for any period beyond that date shall be repaid to 'tenant_ Tenant shall not be entitled to any part of the award for such taking or any payment in lieu thereof, but Tenant may file a claim for any taking of fixtures and improvements owed by Tenant, and for moving expenses. 20. DESTRUCTION OF PROPERTY. In the event of a partial destruction of the Property during the Lease Term, from any cause. Landlord shall forthwith repair same, provided that such repairs can be made within one hundred twenty ( 120) days. under existing governmental laws and regulations, but such partial destruction shall not terminate this Lease, except that Tenant shall be entitled to a proportionate reduction of Rent while such repairs are being made, based upon the extent to which the making of such repairs shall interfere with the business of Tenant on the Property_ If Landlord determines that such repairs cannot be made within one hundred twenty ( 120) days. Landlord shall notify Tenant in writing and either party may terminate this Lease, at its election exercised by written notice to the other party within ten ( I 0) days after the date of Landlord's notice. In addition, in the event that the building in which the Property may be situated is destroyed to an extent of not less than one-third of the replacement costs thereof, Landlord may elect to terminate this Lease whether the Property be damaged or not. A total destruction of the building in which the Property may be situated shall terminate this Lease. 21 . TRANSFER OF PROPERTY BY LANDLORDS. In the event the Landlord transfer all or any portion of the Property and the transferee assumes all liabilities and obligations hereunder, including but not limited to the assignment of the Security Deposit. Merle Luther and Luther Rentals 1510, LLC shall be released from all liability under the terms of this Lease and the Tenant shall look solely to the new entity(s) for compliance and enforcement of the terms of this Lease. fl DEFAULT AND REENTRY. a. Tenant's Default. Failure on the part of Tenant to pay Rent when due, or the failure of Tenant to promptly and faithfully keep and perform every covenant. condition, agreement and obligation of this Lease other than payment of Rent on the part of Tenant to be kept and performed for more than ten ( I 0) days miter written notice of such default shall have been given to Tenant, shalt. at the option of Landlord, cause the forfeiture of the Lease, without, however, releasing Tenant from liability, as hereinafter provided, and if such default shall not be corrected within the applicable period aforesaid, possession of the Property and all improvements thereon shall be delivered to Landlord and thereupon Landlord shall be entitled to and may take immediate possession of the Property, any other notice or demand being hereby waived. Tenant agrees to quit and deliver possession of the Property to Landlord or Landlord's assigns_ successors or agents, when this Lease terminates by limitation or forfeiture, and Tenant agrees the Property shall be in substantially the same order and in as good condition as received, normal wear and use excepted_ in addition, failure on the part of Tenant to pay the Rent or any other sums due hereunder within the time specified herein shall also subject Tenant to a penalty of one and a half percent ( 1 .5%) of said payments for each month from the date said payment was due until the date said payment is made_ b. Tenant's Obligation. Tenant agrees any annulment or voidance ofthis Lease that results from an act or omission on the part of Tenant shall not relieve Tenant from the obligation to make the monthly payments of Rent. In case of default by Tenant, Landlord may relet the Property as the agent for and in the name of Tenant, at any Rent readily acceptable. applying the proceeds first to the payment of any indebtedness other than Rent due hereunder from Tenant to Landlord; second, toward all costs incurred by Landlord for leasing commissions, interior renovation of the Property to accommodate a replacement tenant, rent concessions, abatements, and the like, all of which shall be deemed to be Additional Rent; third, to the payment of Rent due and unpaid hereunder; and the balance, if any, shall be retained by Landlord. Tenant hereby agrees if Landlord shall recover or take possession of said premises as aforesaid and be unable to relet and rent the same so as to realize a sum equal to the Rent hereby reserved. Tenant shall immediately pay to Landlord on demand, as current liquidated damages. any loss or difference of Rent for the residue of the Lease Term, including all costs incurred by Landlord with respect to such reletting of the Property. Should Landlord at any time terminate the estate of Tenant hereby created by this Lease for any breach, in addition to any other remedies Landlord may have. Landlord may recover from Tenant all damages Landlord may incur by reason of such breach including the cost of recovering the Property, reasonable attorney's fees and brokerage fees. i. Landlord shall have the right to re-enter the Property to assume and take possession of the whole or any part thereof, and to remove all persons or personal property by direct or summary action, or in a different type of suitor proceeding, by force, or otherwise, without being deemed guilty of trespass or other actionable wrong by reason thereof, and without being liable for the damages therefore or in connection therewith, and after demand made therefore, Tenant or anyone in possession claiming under Tenant shall be deemed guilty of unlawful detainer and subject to such surnmary or other action as may be provided by law. ii. Landlord, irrespective of the date on which its right of re-entry shall have accrued or be exercised, shall have the right, exercisable without notice to or demand upon Tenant or any other person, whether for Rent or possession or otherwise, to forfeit this Lease and terminate the estate of Tenant hereby created. iii. In any and every event, Landlord shall not be deemed to have accepted any surrender of the Property or of the leasehold estate created hereby from Tenant or anyone acting in Tenant's behalf, unless Landlord by an agreement in writing shall declare explicitly that it intends thereby to effect acceptance of the surrender and to release Tenant from liability. Cr Legal Remedies. Notwithstanding the provisions of this Lease, it is agreed between the parties the remedies provided for herein in the event of default on the part of Tenant are in addition to and not in lieu of any other remedies or relief made available to Tenant under the laws ofthe state of Colorado, which latter remedies or relief shall be likewise available to Landlord in event of a breach of any terms of this Lease. 23, ATTORNEY'S FEES. In the event either party shall be required to engage legal counsel for the enforcement of any terms of this Lease. whether such employment shall require institution of suit or other legal services required to secure compliance on the part of the other party, the nonprevailing party shall be responsible for and shall promptly pay to the prevailing party the prevailing party's attorney fees and costs incurred in such action. 24. PERSONAL PROPERTY TAXES. Tenant shall pay all taxes charged against trade fixtures, furnishings, equipment or any other personal property belonging to Tenant, and shall try to have personal property taxed separately from the Property_ 25. RIGHT OF FIRST REFUSAL. If, at any time during the Lease Term, Landlord desires to sell the Property to an unrelated third party and receives a bona fide oiler from an unrelated third party to purchase the Property on terms and conditions which Landlord desires to accept. Landlord shall provide written notice to Tenant, including a copy of the real estate contract_ Tenant shall have the right within thirty (30) days of the receipt of the terms and conditions of the sale from Landlord to match the offer to purchase the Property on the same terms and conditions, by delivering an executed copy of such real estate contract delivered to Tenant. If Tenant fails to respond within the specified period or affirmatively elects not to purchase the Property on such terms and conditions, Owner shall be free to sell the Property to such original purchaser on the same terms and conditions set forth in the real estate contract delivered to Tenant. In the event such terms and conditions become less favorable to Landlord than previously presented to Tenant, Landlord shall submit such new terms and conditions to Tenant in accordance with the terms and conditions of this Section. 25. GENERAL PROVISIONS, a_ Notices. Any notice which either party may or is required to give, shall be given by mailing the same, certified mail, return receipt requested. postage prepaid, to Tenant at the Property, or to Landlord at the address at which Rent is paid, or at such other places as may be designated by the parties from time to time. b. Subordination/Estoppel Certificate_ This Lease is and shall be subordinated to all existing and future liens and encumbrances against the Property, So long as Tenant is not in default under this Lease, beyond any period given to Tenant to cure a default, Tenant's possession ofthe Property and Tenant's rights and privileges under the Lease, including any extensions, shall not be diminished or interfered with by any lender of the Landlord during the Lease Term, Whenever requested by the Landlord, a mortgagee or any other encumbrance holder or other third party having an interest in the Property or any part of the Property, the Tenant will, within ten ( 1 0) days of the request, execute and deliver an estoppel certificate or other form of certified acknowledgement as to the term of this Lease. the status and the validity of this Lease, the state of the rental account for this Lease, any incurred defaults on the part of the Landlord alleged by the Tenant. and such other information as may reasonably be required. c. Joint and Several Liability. If there is more than one Tenant or if the obligations of Tenant are personally guaranteed by someone other than Tenant. the liability of all such co-tenants and guarantors under this Lease shall be joint and several. d. Entire Agreement. The foregoing constitutes the entire agreement between the parties and may be modified only by a writing signed by both parties. e. Continuation. lf, after the expiration of this Lease, Tenant shall remain in possession of the Property and Landlord continues to accept Rent without a wrinen agreement as to such possession, then such tenancy shall be deemed a month-to-month tenancy, at a monthly rental payable in advance, equivalent to the last month's rent paid under this Lease and subject to all terms and conditions of this Lease. f. Waiver_ Waiver by Landlord of any default, breach or failure of Tenant under this Lease shall not be construed as a waiver of any subsequent or different default, breach or failure. In case of a breach by Tenant of any covenants or undertakings of Tenant. Landlord nevertheless may accept from Tenant any payment or payments hereunder without in any way waiving Landlord's right to exercise the right of re-entry herein before provided for by reason of any other breach or lapse which was in existence at the time such payment or payments were accepted by Landlord. g_ Time. Time is of the essence of this Lease. It No Recording_ Tenant shall be deemed in default of this Lease i iTenant records this Lease without the Landlord's consent. i. Amendment. Oral agreements in conflict with any of the terms of this Lease shall be without force and effect. All amendments are to be in writing executed by the panics or their respective successors in interest_ j_ Waiver of Jury Trial. To the maximum extent permitted by law, Landlord and Tenant each waive their right to trial by jury in any litigation arising out of or with respect to this Lease. k. Controlling Law_ This Lease and all terms hereunder shall he construed consistent with the laws of the State of Colorado. I. No Partnership. It is understood Landlord does not in any way or purpose become a partner or joint venture with Tenant in the conduct of Tenant's business. m. Partial invalidity. If any term or condition of this tease or the application thereof to any person or event shall to any extent be invalid and unenforceable, the remainder of this Lease in the application of such term, covenant, or condition to persons or events other than those to which it is held invalid or unenforceable shall not be effected and each term, covenant, and condition of this Lease shall be valid and enforced to the fullest extent permitted by law n. Heirs, Assigns, Successors. This Lease is binding upon and insures to the benefit of the heirs, assigns and successors in interest to the parties IN WITNESS WHEREOF, Landlord and Tenant have executed this Lease as of the Effective Date. TENANT: LANDLORD: Energes Services, LLC Luther Rentals 1510, LLC if By: By: 2Z/eicr .4 Its: __ Its: Manager: Merle Luther CERTIFICATE OF CONVEYANCES WELD COUNTY STATE OF COLORADO DEPARTMENT OF PLANNING SERVICES COUNTY OF WELD Land Title Order No.: LUTHER 10-5N-65W The Land Title Guarantee Company (TITLE INSURANCE or ABSTRACT COMPANY) hereby certifies that it has made a careful search of its records, and finds the following conveyances affecting the real estate described herein since August 30, 1972, and the most recent deed recorded prior to August 30, 1972. Legal Description: LOTS 2 ANI) 5 OF SW1/4 SW1/4 OF SECTION 10, TOWNSHIP 5 NORTH, RANGE 65 WEST OF THE 6TH P. M., COUNTY OF WELD, STATE OF COLORADO. CONVEYANCES (if none appear, so state): Book 1325 Page 283 Reception No. 3619081 Reception No. 3730809 Reception No. 3730810 This Certificate is made for the use and benefit of the Department of Planning Services of Weld County, Colorado. This Certificate is not to be construed as an Abstract of Title, nor an opinion of Title, nor a guarantee of Title, and the liability of Land Title Guarantee COMPANY, is hereby limited to the fee paid for this Certificate. It Witness Whereof, Land Title Guarantee COMPANY, has caused this certificate to be signed by its proper officer this 28th day of October , 2014 at 5:00 o'clock P.M. LAND TITLE GUARANTEE COMPANY By: � .u2c�fJ4%ycO Liana Gifford Title Examiner Jr MARS - 1952 1 Recorded_ _ C ^�' t at i O'clock all, . 9� •ec��uu0 .1�cr5V96 BOOK 0" PAft'28t3 Reception no; �.r __ .; Recorder. • !nb, Made this First day of . March • in the • year of our Lord one thousand nine hundred and - Fifty- Two .between ' • - John H. Walter . && Mary: E. Walter of the County of Weld and State of Colorado, of the first part, and • . • Carl A. Luther' & Lucille •Lixer of the County of Weld a and State of Colorado, of the ' second part: WITNESSETH: That the said Parties of the first part,. for and in consideration of the sum of Other valuable consideration plus Ten and no/100 • DOLLARS, to the said part i.es of the first pia in hand paid by the said parties of the second part, the reecipt whereof is hereby confessed and acknowledged, ha re granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm unto the said parties of the second part, to pass not in tenancy in common but in joint tenancy, the survivor of them, their assigns and the heirs and assigns of such survivor forever, all the fol- lowing described lot or parcel of land, situate, lying and being in the County of Weld and State of Colorado, to-wit: , Lots Two ( 2) and Five ( 5 ) of the Southwest quarter of the Southwest quarter ( SW* of Section Ten ( 10) , . in Township Five ( 5) North,. of Range sixty five (65) West of the 6th P .M. together with two shares of the capital stock of The Greeley Irrigation Company, and all lateral and ditch rights used 'in connection with said land; excepting right of way deed on part of said lot two , recorded in Book 779, at page 428, Weld County records. ` S ' .pocumonAny, ' 1�..;i`l'�\�'.1't •-� ,`.'rca1 ; �� '-'� t�� (r.JIIII j N1.• L,., .,. „ ., . . t .J ass. 1 .� .1LL1i • �1 KCI.IIT. :TOGETHER with all and singular the hereditaments and appurtenances thereunto belonging, or in any wise appertaining, and the reversion and reversions, rernaiiid&r and remainders, rents, issues and profits thereof; and all the estate, right, title, interest, claim and demand whatsoever of the said parties of the first part, either in law or equity, of, in and to the above bargained premises, with the hereditantents and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described. with appurtenances, unto the said parties of the second part, the survivor of them, their assigns, and the heirs and assigns of such survivor for- ever. And the said part iesof the first part, fort]Iefild yes heirs, executors, and administrators, do covenant, grant, bargain and agree to and with the said parties of the second part, the survivor of them, their assigns and the heirs and assigns of such survivor, that at the time of the ensealing and delivering of these presents, They are well seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and have good right, full power and lawful authority to grant, bargain, sell and convey, the same in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and incumbrances of whatever kind or nature soever: except 1952 taxes, payable in 1953, which grantees herein assume and agree to pay, and the above bargained premises in the quiet and peaceable possession of the said parties of the second part, the survivor of them, their assigns and the heirs and assigns of such survivor, against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said part ies of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF, the said parties of the first part have hereunto set their hands and seals the day and year first above written. ' X'Y ......... ...... .(SEAT.) . __ Signed, Scaled and Delivered in the Presence of .... ..................... �U '�... _ .._D_ ... . __•.• _. __________ - �.gifr.klett . _...(SEAL) • .(SEAL) 9ti briCO,LO,RADO. ;.:' Sty• 'v• ss. The foregoing instrument was acknowledged before me this.__112t_ __—day of s�y?r 'd1:.1711e1d. } •'' la -__ItrOh.._.....__.__...._._._., 19..58 by._John .H...-halter....&_-�. • .'x1 ti Ale 1 ` . • JiarY Xt2ta .ter _ _____________ • _.. 1 it, - L t G Witness My Hand and Official Seal �3. U. Qr J Os� My Con n:lesion Expires . _ COtn Won aL.Iro-.--sptembeta rills e .-tt .'•:.te .�D~�.0 is . . /,:.. •ac.in' • . G ��.; .. ': .,�D U t1 C't, a��: —e— . --, Notary Public. • WARRANTY V DEED.To'Joint Tenants—McVey Printery; Greeley; Colorado. - - Title Data, Inc . LG SKL11751 WE 1125656-1952 . 001 1 UUL1J !JJ11I, III1NN 11II1111 lit 111111111:17A Weld County, CO Recorder 1 of 2 R 11.00 D 0.00 Steve Moreno Clerk & Recorder 081 • PERSONAL REPRESENTATIVE'S DEED ('restate Estate) THIS DEED is made by Carl A. Luther, as Personal Representative of the Estate of Lucille V. Luther, deceased, Grantor, to the Lucille V. Luther Family Trust dated March 3, 1995, Grantee, whose legal address is 1328 East 18th Street, Greeley, Colorado 80631, of the County of Weld, State of Colorado. WHEREAS, the Last Will and Testament of the above-named decedent was made and executed in the lifetime of the decedent, and is dated March 3, 1995, which Will was duly admitted to informal probate on March 19, 2009, by the District Court in and for the County of Weld, State of Colorado, Probate No. 2009 PR 108; WHEREAS, Grantor(s) was duly appointed Personal Representative of said Estate on March 19, 2009, and is now qualified and acting in said capacity. NOW THEREFORE, pursuant to the powers conferred upon Grantor(s) by the Colorado Probate Code, Grantor(s) do(es) hereby sell, convey, assign, transfer and set over unto said Grantee as the entity entitled to distribution of the property in the above captioned Will the following described real property situated in the County of Weld, State of Colorado: An undivided one half interest in and to the following described property: Lots Two (2) and Five (5) of the Southwest quarter of the Southwest quarter(SW'A- SW') of Section Ten (10), in Township Five (5) North, of Range sixty five (65) West of the 6' P.M. together with two shares of the capital stock of The Greeley Irrigation Company, and all lateral and ditch rights used in connection with said land; excepting right of way deed on part of said lot two, recorded in Book 779, at Page 428, Weld County records. also known by street and number as: 1328 East 18th, Greeley, Colorado With all appurtenances, subject to covenants, easements, and restrictions of record, and subject to general property taxes for the year 2009, and subject to none other. As used herein, the singular includes the plural and the plural the singular. Executed April a 3 , 2009. z4,aria,... CARL A. L f I-IER, Personal Representative of the Estate of LUCILLE V. LUTHER, Deceased STATE OF COLORADO ) ) ss COUNTY OF WELD ) g r The foregoing instrument was acknowledged before me this �3 day of April, 2009, by Carl A. Luther, as Personal Representative of the Estate of Lucille V. Luther, Deceased. Witness my hand and official seal. My commission expires: —c\2. O,. '•..Tit. et-i SOTAR}% : �-•.. : Notary Public . • �.PUBLt . 8 lit. �,P STS5 Please return to: Wick&Trautwein, LW, P.O. Box 2166, Fort Collins, CO 80522 RhiiprobsicAuther/PR Deed 01 Title Data , Inc. LG SKL11751 WE 3619081-2009 . 001 11111111111111111110 $ 1111114 CO �'�� Weld CouTlh►klu\ pg 11 .17A Recorder 3619081 04128120 2 of 2 R 11 .00 D 0 .00 Steve tNoreno Clerk & WELD COUNTY, COLORADO, DISTRICT COURT - P.O. BOX 2086 GREELEY, COLORADO 80632 (970) 351-7300 1 Fl t.I :1) fifcunlctit — District Court 2ftt19l191 ION ( Y) 1 cm Court District Court (0th .11) f t 1)-ate: ' Iar 19 20(P) 4:3411I 3I1)11 IN THE MATTER OF THE ESTATE OF: l• ID: ?-13(11084 LUCILLE V. LUTHER COURT USE ONLY DECEASED Case Number: 2009 PR 108 Division: 1 Courtroom: LETTERS (Name) Carl A. Luther was appointed or qualified by this Court or its Registrar on March 19, 2009, as: ®Persona! Representative. The decedent died on August 20, 2008 (date). ❑ These are Letters of Administration. (The decedent did not leave a will.) O These are Letters Testamentary. (The decedent left a will.) ❑ Special Administrator in ❑ an informal ❑ a formal proceeding. These are Letters of Special Administration. U Conservator. These are Letters of Conservatorship. Li The protected person is a minor whose date of birth is LI Special Conservator. ❑ Guardian. These are Letters of Guardianship for: ❑ an incapacitated person. Cl a minor whose date of birth is U Emergency Guardian (Expires on (date), not more than 60 days after appointment per §15-14-312, C.R.S.) Appointment or qualification is by ❑ court order. U will. ❑ written instrument. D These Letters evidence full authority, except for the following limitations or restrictions, if any: cdgistitkfili"rieltatat Comfit Judicial ,Ac.lcu.nt 4- dens.St T•. t Wdpn.•nNnr ea Cs,.:P. 1.!l. F t-:41 A r.mfate •vnnls tj the r4YM.".d1[ .,.<..• . A;=-Leif oeMe•ir•.-rl••✓.•ILMf hi Ole rr.aa•.efrtncive:1A• deMOatgid t1ljafGh 19, 2009 • . v ' • CERTIFICATION r, • Y Arta#ation Stamp or Certified to be a true copy of the original in my �� custody and to be in full force and effect as of: g. 'A 0,S s.l Dated: 1 f Doe, -- ,� ; puty)Clerk of Cou CPC 17 R1/03 LETTERS This forms conforms in substance to CPC 17. Title Data , Inc . LG SKL11751 WE 3619081-2009 . 002 111111111111111111111111111111111111111111111111111111I 3730809 11108/2010 01:12P Weld County, CO 1 of 1 R 11.00 0 0.00 Steve Moreno Clerk A Recorder 69 QUITCLAIM DEED Ncilm THIS DEED, made this 1 4 day of 0 t,' r _, 2010, between Mema VanBeber and Merle Luther as Trustees of the Lucille V. Luther Family Trust dated March 3, 1995, of the County of Weld and State of Colorado, grantors, and Merle A. Luther whose legal address is 1328 East 18th Street, Greeley, Colorado, 80631 of the County of Weld and State of Colorado, grantee. WITNESSETH, That the grantors, for and in consideration of the sum of Ten Dollars ($10.00) and other good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, has remised, released, sold and QUITCLAIM CD, and by these presents does remise, release, sell and QUITCLAIM unto the grantee, its successors and assigns, forever, all the right, title, interest, claim and demand which the grantor has in and to the real property, together with improvements, if any, situate, lying and being in the County of Weld and State of Colorado, described as follows: Lots Two (20) and Five (5) of the Southwest quarter of the Southwest quarter (SW 1/4 — SW 1/4) of Section Ten (10), in Township Five (5) North, of Range sixty five (65) West of the 6th P.M. together with two shares of the capital stock of The Greeley Irrigation Company, and all lateral and ditch rights used in connection with said land; excepting right of way deed on part of said lot two, recorded in Book 779, at Page 428, Weld County records. also known by mad and number as: 1328 East 18th Avenue, Greeley, Colorado. TO HAVE AND TO HOLD the same, together with all and singular the appurtenances and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate, right, title, interest and claim whatsoever, of the grantors, either in law or equity, to the only proper use, benefit and behoof of the grantee, its heirs and assigns forever. IN WITNESS WHEREOF, The grantors have executed this deed on the date set forth above. L ! 4:0 Merle Luther, Trustee of the Lucille V. Luther Family Trust Dated March 3, 1995 Ue-r) Otit,%1 Mesa VanBeber, Trustee of the Lucille V. Luther Family Trust Dated March 3, 1995 STATE OF COLORADO ) ) ss. COUNTY OF WELD ) L L41-421/A, The foregoing instrument was acknowledged before me this i.s.) )day of 2010, by Merle Luther as Trustee of the Lucille V. Luther Family Trust Date March 3, 1995. . • My Commission Expo — 1-1— t • V t-N ( . . cssmYhdert\• • : of �G F i:1 Notary Public •• 0i ' r:. ` ' T ,el 4%v 't3 OF COLORADO•''• ..j..' c��;vti5S ....x.— -- a OF WELD ) 'r tL �� n^ The foregoing instrument was acknowledged before me this 1� day of f;�`—'-. 2010, by Meru VanBeber as Trustee of the Lucille V. Luther Family Trust Dated March 3, 1995. My Commission Expires:. �:�'`��_; 17 Witness my hand and offibiai seal, • . O O : Z.-. •-• . - . • J ki1/4-4) - 3 ..... : '• d `t• ••• r Notary Public Please return to: Wick&Trautwein, 1.LC, P.O. Box 2166. Fort Collins, CO 80522 Title Data , Inc . LG SKL11751 WE 3730809-2010 . 001 I IIJII 11111111111111111 liii 111111 11111111 11111 III! IIII 3730810 11/08/2010 01:12P Weld County, CO 1 at 2 R 1R SO I) tt Ittt Steve Wrenn Clerk A RArnrder 810 PERSONAL REPRESENTATIVE'S DEED THIS DEED is made by Merle Allen Luther and Mema Charlene VanBeber, as Co Personal Representatives of the Estate of Carl A. Luther, deceased, Grantors, to Merle A. Luther, Grantee, whose legal address is 1328 Fast 18'h Street, Greeley, Colorado, 80631, of the County of Weld, Statc of Colorado. WHEREAS, the Last Will and Testament of the above-named decedent was made and executed in the lifetime of the decedent, and is dated March 3, 1995, which Will was duly admitted to informal probate on July 27, 2010, by the District Court in and for the County of Weld, State of Colorado, Probate No. 2010 PR 270; WHEREAS, Grantors were duly appointed Co Personal Representatives of said Estate on July 27, 2010, and are now qualified and acting in said capacity. NOW THEREFORE, pursuant to the powers conferred upon Grantors by the Colorado Probate Code, Grantors does hereby sell, convey, assign, transfer and set over unto said Grantee as the person entitled to distribution of the property in the above-captioned Estate, the following described real property situated in the County of Weld, State of Colorado: An undivided one-half(1/2) interest in and to the following property: Lots Two (20) and Five (5) of the Southwest quarter of'the Southwest quarter (SW1/4 -- SW I/4) of Section Ten (10), in Township Five (5) North, of Range sixty five (65) West of the 6'" P.M. together with two shares of the capital stock of The Greeley Irrigation Company, and all lateral and ditch rights used in connection with said land; excepting right of way deed on part of said lot two, recorded in Book 779, at Page 428, Weld County records. also known by road and number as: 1328 East 18'h Avenue, Greeley, Colorado. With all appurtenances, subject to covenants, easements, and restrictions of record, and subject to general property taxes for the year 2010, and subject to none other. As used herein, the singular includes the plural and the plural the singular. Executed this /A day of U 1 2. 1'V 2010. Merle A. Luther, Personal Representative of the Estate of Carl A. Luther, Deceased 00_,J /frt. es Merna C. VanBeber, Personal Representative of the Estate of Carl A. Luther, Deceased STATE OF COLORADO ) ) ss COUNTY OF WELD ) \ The foregoing instrument was acknowledged before me this /o day of Oiiiiti /' 2010, by Merle A. Luther, as Q P oral Representative of the Estate of Carl A. Luther, Deceased. My "ytdn cx jrr — �— ... ; Zc r le Notary ublic STATE OF COW ' q.•. ,:5P COUNTY OF WELD l Th ing instrument was acknowledged before me this / day of (9 CArLan 2010, it�at eber, as Co Personal Representative of the Estate of Carl A. Luther, Deceased. U$fi ytb'utmtt4 .trxpires: c • • Nota ublic ' ' PUBLIC , ;t, e return to: Wick & Trautwein, LLC, P.O. Box 2166, Fort Collins, CO 80522 Title Data , Inc . LG SKL11751 WE 3730810-2010 . 001 1111111 111111111111111111111111111 Illll 111 1111111111111 3730810 11/08/2010 01 :12P Weld County, Co 7 of 9 R 1 R nn n ti nn SteuP Mnrann t'.iark R Rarnrsler r District Court, Weld County, Colorado 901 9t+, Ave, Room 418, Greeley CO 80631 PD Box 2038, Greeley CO 80632 In the Matter of the Estate of: LED Document — District Court 2010140'70 CO Weld County District Court 19th JO CARL A. LUTHER, Ni ing Date: Jul 27 2010 9:40AM MDT Fling 1n: 3234t4&JRT USE ONLY Case Number: 2010 PR 270 Deceased, Division 1 LETTERS ®TESTAMENTARY ❑OF ADMINISTRATION Merle Allen Luther and Merna Charlene VanBeber were appointed or qualified by this Court or its Registrar on July 27, 2010 as: © Co-Personal Representatives. The co-personal representatives are authorized to open a checking account from which to pay bills and administer the estate. Either one of the personal representatives may sign the checks. The Decedent died on June 24, 2010, These Letters are proof of the Personal Representative's authority to act pursuant to X15-12-701 , et.seq, C.R.S. except for the following restrictions, if any: none Sti6ds Court ludtct.l n..Mt.., Taa f rarer .w—Nom ow t. r.r r r t:!, f f..7r. a raise rake,r*, .h.Y.r.h+k r Date: July 27. 2010 meant a....uu"~Oak atlac anetrraH..pr. Probate Registrar/(DeputyjCierk of Court CERTIFICATION JUL272010 Certified to be a true copy of the original in my custody and to be in full force and effect as of Date cord T elf '. -Cr robate I egistrar/(Deputy)Clerk of Court 1� 12 A em Q [.JJ \ J c" . ' *r 0 JDF 915 1/09 LETTERS TESTAMENTARY/OF ADMINISTRATION Title Data , Inc . LG SKL11751 WE 3730810-2010 . 002 Tel: 303-792-2450 P.O. Box 630027 EUGENE G. COPPOLA P.E., PTOE Fax: 303-792-5990 Littleton, CO 80163-0027 December 18, 2014 Gloria Hice-Idler Region 4 Permits Manager 1420 2nd Street Greeley, CO 80631 RE: Energes Services Access to U.S. 34D 1328 E. 18th Street Weld County, Colorado Gloria: 1 have evaluated the site access to U.S. 34D serving Energes Services located at 1328 E. 18th Street in Weld County. The evaluation involved counting driveway activity and applying CDOT's State Highway Access Code criteria to bring the existing access points into con- formance. Findings, discussions and determinations are described in the following sections of this letter. SITE OVERVIEW The site is currently leased by Energes Services LLC (Energes) with the lease term being 3 years with an option to extend the lease for an additional 3 years. The site is used in sup- port of the oil and gas industry. About 60% of Energes' business relates to well site con- struction, 30% relates to well site maintenance, and 10% relates to hauling water. Energes is considering an upgrade to the existing buildings if the decision is made to stay at this loca- tion. This upgrade will not result in more employees or an increase in site traffic. The Energes site is active from about 5:00 AM to 7:30 PM. Typically these hours vary for the individual crews due to the location of the work site, the length of the workday and travel time. Some 125 — 200 employees work at this Energes location. These employees typically report to work between 5:30 and 6:30 AM and leave the site in company vehicles between 6:30 AM and 8:00 AM. Company vehicles consist of some 50 pickups, 10 dump trucks, 20 water trucks, 4 hydro excavators, and 2 cranes. There are about 12 supervisors who some- times visit the site for administrative purposes before leaving for the various work locations. Driveway access is currently available from U.S. 34D. The west access serves as a one- way entrance entrance with the east access being a one-way exit. Traffic counts are the best indicator of site traffic and traffic patterns since the site is currently active and is ex- pected to remain at the same level of activity in the future. Driveway activity was counted at both driveways from 5:00 AM to 7:30 AM and from 5:30 PM to 8:00 PM. This information is shown on Figure 1 . There is a crossover between 18th Street and U .S. 34D and is located roughly midway between the two site driveways. This crossover is used by westbound 18th Street traffic wishing to go south on U.S. 34D and westbound traffic on U.S. 34D wanting to go east on 18th Street. Site peak hours were determined to be from 5:00 AM — 6:00 AM and from 6: 15 PM — 7: 15 PM. As indicated , the heaviest traffic movement, by far, is to and from the west. This re- flects the use of U .S. 85 to serve the oil and gas areas and the location of employee resi- dences. About 5% of the counted vehicles were heavy trucks. Current site traffic is shown below with the traffic count tabulations attached. (c) t - 71/58 8/7 - 38/17 US34D 51/52 —► 66/64 D. "l 1' 25/74 - _y ti tD to A o a x c w •c w m 0 LEGEND: AM/PM Peak Hour CURRENT SITE TRAFFIC AUXILIARY LANE WARRANTS CDOT auxiliary lane warrants were compared to site traffic during both the morning and af- ternoon peak hours. Per CDOT's access category assignment schedule, there appears to be a conflict between milepost locations and the physical description of the roadway seg- ment. This conflict was discussed with CDOT and it was determined that this section of U.S. 34D is classified as a RB roadway. WARRANTAPPLICATION Auxiliary lane criteria for the RB access category are defined below. VPH WARRANT LANE RB Left Turn Lane > 10 Right Turn Lane > 25 Left Turn Acceleration (1 ) Right Turn Acceleration (2) (1 ) Generally not required. (2) Not required with a 40 MPH speed limit. Comparing current driveway traffic to the above warrant thresholds resulted in the finding that a right turn deceleration lane is warranted at the site entrance. It was also determined that no other auxiliary lanes are warranted . Per the Access Code, this lane should be 12 feet wide and 370 feet long including 145 feet of transition taper. DISCUSSION It is understood that being the tenant and not the owner makes the situation have a different perspective. Accordingly, an additional discussion was held with CDOT. At that time, it was determined that CDOT would consider issuing a temporary permit for the time remaining on the current lease; however, that permit would terminate at the end of the initial three-year lease term and would not be extended if Energes elects to extend the lease for three more years. Given area conditions the feasibility of building the right turn lane was also discussed. It was determined that CDOT would consider waiving the right turn lane if there is insufficient off- site right-of-way to construct the right turn lane and any needed utility, drainage and other such roadway features. Shear Engineering, the project civil engineer, was asked to evalu- ate the situation and formulate an opinion as to the viability of building the right turn. That evaluation determined the right turn lane could not be built in the existing right of way and would impact the property to the west. A letter from Shear Engineering documenting this finding is attached. Based on the above, it is requested that Energes be allowed to permit the existing accesses and that the right turn lane be waived at the site entrance. Thank you for your consideration of this request. Please call me if you have any questions. Sincerely, Eugene G. Coppola, P.E. , PTOE December 29, 2014 III Project No: 2791 -01-14 SHEAR ENGINEERING Colorado Department of Transportation CORPORATION 1420 2nd Street Greeley, Colorado 80631- 1903 Attn: Gloria Hice-Idler; Region 4 Permits Manager Re: 1328 East 18th Street (Energes Services, LLC); Weld County (Greeley), Colorado Highway 34 Eastbound Right Turn Lane at Site Entrance Dear Gloria, Please reference the exhibit attached representing the potential Highway 34 eastbound right turn lane at the one-way inbound entrance for the Energes site at 1328 East 18th Street in Greeley. Figure 4-1 of the CDOT State Highway Access Code was referenced in order to develop the eastbound right turn lane alignment. Right turn deceleration lane parameters shown on 'fable 4-6 and the re-direct tapers from table 4-9 of the CDOT State Highway Access Code were also referenced in order to develop the eastbound right turn lane alignment. Right turn lane alignment is also based on truck turning radii and the forty mile per hour (40 MPH) posted speed limit. Highway 34 eastbound right turn lane improvements will not fit in the current right-of-way and will result in encroachment onto 1804 Cherry Avenue west of the Energes site adjacent to Highway 34. This encroachment would occur for the entire length of the 1804 Cherry Avenue property. Right turn lane improvements would extend west of the 1804 Cherry Avenue property to Cherry Avenue. If installed, the right turn lane would require relocating the majority of the side road drainage swale grade approximately nine-feet (9') south of the existing fence. The same impact would occur to the Energes site. Side road drainage is not currently well defined nor very functional along Highway 34. Additional drainage improvements may be needed. Existing overhead power and telephone facilities located at the northwest corner of the Energes site will need to be relocated with eastbound right turn lane installation. Additional survey would be required to identify possible additional utility relocations along the route of the eastbound right turn lane adjacent to the 1804 Cherry Avenue property. If you have any questions, • require additional information please call at (970) 226-5334. onimmith Sincere! e% 00 REG °too �` o `• • NF ••• O :yap �••.:�`� `I - nd . gam a �, 2 d ' kto fr. . • , s • a Brian . Shear, P.E. E Q 20,E f) ? m s Shear Engineering Corporation � ':� •.b 7• A- ; %BWS / brb V J1VAt attachment cc: Teri) Peltes; Energes Services, LLC Todd Hodges; Todd Hodges Design, LLC Gene Coppola, P.E.; traffic engineer 4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 Fax (970) 282-0311 www.shearcnginccring.com NW 1UR9 OCCIURAloi tat 1 114' TIENEW:4C I ISM" Ira ACM O+arna+rt ' I - - Exl5r R-¢W N - _ - - _ - - - -� � - - - ��. - - - - - - - - _ - - - __ - - �- - - �_ _ - .—. - - - - - � • - - _ _ � - I R\ _ - - GRtPRIC SCALE - - - - - - — - - dal 1Y LAC am _ -- ;EN EAST 18TH STREET II 1 US HIGHWAY 34 (BUSINESS) �_ r ,. — _ —S • I MIA - l` � . EXIST 12' L'NZ - - - _ _ _ `� STOP Sf�l !//i/ {Ire r- "". +�� r ' -�.�_ \ SOUTH 1/16 CORNER (RM) QLS rity I / �'r�c�' _ ` - V`5'!'//GA/,n�� ` SECTION 10-5-65 St/1+ R.IR I ��f j t... FOUND NO b REBAR I E'OST FL Or Ord �\ --• '4Y �_I ArMaoE6IArc wra 6s.Warolrr tVo�oAOrllorr + r_ _ \ f9UsS/Al (_ENGTH UNKNOWN) 1 SFWLCER 1 i 1_ �� WIT1- 3-1/4 DIAMETER IMO 1 ALUMINUM, CAP MARKED I - OF ASPNAL I �^� �� _v AS SHOWN. £5 a70� I DST R-CI-W OK ��, 0 Sa Q I R-O-W DVE C � { {#s 1604 CHERRY AVE. ...2-:,,2 -....3lJURM W — _ — - - _ _— 39—•-510 V SOUTH '/16 CORNER (RM) I SECTION '0-5-65 pia 2010 1 LEGEND / >•°f i i =OUND NO 6 REBAR (LENGTH £3 439 �/////1 �� — = JNKNOWN) Y4IH 3-1/4 DIAMETER APPwu1Ua IMRE M PROPERTY OICRO.\C1W[Nr ' .yea ��- 4'J 1n ALL:M,NUM CAP MARRED AS SHOWN. 7 I� +~ �I' 3 I WRIT DErnCIAMO UM I 7 / �� i I /i fir $ i I L r.4 �� U0 I N I I 1242. I..�� 3 I fl 5 Z .42> I .$.�1 a ' . S$OP FP - 4845.34 $, 1 IC- 243 .�. iI ! `" I ENERGES SERVICES LLC ' I 24 31 a I I' 1328 EAST 18TH STREET or - - - - - - - _ - - -_ - _ _ _ _ �_ —. I Ishe 1�I ) ` Ij :�GREELEY, COLORADO 80631 - - - I I ill i II it—t SHOP 1T - 4045 20 w — • F F I I 1° NATURAL GAS METER P 1 ` ` 5its': _ TaEPMO•S SERVICE SOX 6Z... ...•1 4445 SHO' if n 4644.07 ......----- a R , 1 i rzalt E ---- f-f�- j I I LtteVIi_ 4 `'�• „/ !20.2' L-----r-- Sgg! I -. r I a I CL AN SW TS SEWER a� - -am IX m- 1 I + SHED' J I I 40.E ' x0.23 1& • I I I 'I i a I . I. of 464 1P SHOP NI I 14 1;; I • �~ . E , 0 8 0 i {G N N :V aa150Rz Dale of EYEERrni• rm.,. nix_ 7 e,R.0. Hart SHEAR ENGINEERING CORPORATION ie',1 us HOGHW&Y 34 MGM TURN wiz =Ca "6A, RO sir .0 r 1 °" " 'nut " ,io .;, c,:i,d LW,S. MERGES 9ERV;CE9, LL Cl..•r 4656 so Cou.Ea AYE, SUITE 12, roar COLL NS, COLORADO n525 1328 EAST 18th STREET 2791-01-L4 1 i N F No_ " Dna 5cI, ',•- OO'. - 1:erw.e 6.W.7. _ MOVE: (r.6) :S0-33L (9701 226-4461 ELI: (f 70) 112..031I _ MD COUNTY (CREEL$Y). COLORADO - pre (q_. 0 I U Ifs ofti r-oe /9 A SHEAR ENGINEERING Final Drainage, Erosion/Sediment Control and Water Quality Repo . CORPORATION I for 1328 East 18th Street (Energes Services, LLC) Weld County (Greeley), Colorado t % , --r -is...4. lail*e V a —_aria .,�f. i .4 i m C'. . . • f i _ I w le —•+---� ice' r.�, - - - -- �--._ . -- - . . - . c_ t-- ._ - - ._. -��.. - . .fir - „ '- . - ', .�A't —•--N:J,�,✓e- v-..} ' •l{ .C. �.. - - r1r"u �. .�'jr'.l:1 1•.••. _. w` ' _ ., . h.• .1 . - —w-r .- ' l .` �4�M.de:• .. - � -.sr,� .. •tl...c►,yti _c�- ,. � 'fir' � .- T -y_• - •• .,.,.I�' • • -. - '.t`•��_�,/•�� . S'.�il'' �' •. • . _.M fir.J''r + �' ;te • - - _ate •� - ` �-`I. �� ..V • - . - -� .�.. _.t-/V �_ .: • '• .'!� '� • -' "' - .,4• is .t`R . , •�"r _"f�.. fir'. - "r % 'ps ? - - - v a_ - gyp _ — �: •lr.�, - ' -1 Ilk L J •• . 1' Existing site viewing west from east side of property Prepared for: Energes Services, LLC 33247 Highway 85 Lucerne, Colorado 80646 Initial report submittal for review by Weld County Public Works Prepared by: SHEAR ENGINEERING CORPORATION Project No: 2791 -01 - 14 Date: December 2014 4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 Fax (970) 282-0311 www.shearengineering.com CERTIFICATION OF COMPLIANCE ENGINEERING DESIGNED TO WELD COUNTY CODE STANDARDS AND CRITERIA Brian W. Shear, P. E. . , Consultant Engineer for Energes Services ("Applicant"), understand and acknowledge that Applicant is seeking land use approval of Use by Special Review Permit (PER14-0150) ("Application") for the property described in the attached Exhibit "A." 1 have designed or reviewed the design ("Design") for,the proposed land use set forth in the Application. I hereby certify, on behalf of Applicant that the Design will meet all applicable drainage • iirements of the ' eld County Code with the exception of variance(s) described below. This certification is not a ' la nice or warrant ither expressed or implied. �` Q.OORlen1118 h•., (Engineer's Stamp) r' S " \NI lez •••.,. ��'. 10// - S e a/L _._ S Bran W. Shear, 20262 , : Shear Engineering Corporation z 4836 S. College Avenue, Suite 12 .�'\ ; Fort Collins, Colorado 80525 '- �Ol11AL � ,,,, (970) 226-5334 „►, VARIANCE REQUEST 1) Describe the Weld County Code criteria of which a variance is being requested. 2) Describe why it is not possible to meet the Weld County Code. 3) Describe the proposed alternative with engineering rational which supports the intent of the Weld County Code. I understand and agree that the intention of the Code is to reduce impacts of development on neighboring downstream properties and the public. I understand if this variance request is approved it is not precedent setting and is based on site specific constraints. Planning Director Approval indicated when signed by director or appointee: Planning Director Name Signature Date of approval. _ _ 1/13/15 "I hereby certify that this report for the final drainage design of "1328 East 18th Street (Energes Services, LLC)" was prepared under my direct supervision in accordance with the provisions of the Weld County storm drainage criteria for the owners thereof." Brian W. Shear, P.E. Registered Professional Engineer State of Colorado No: 20262 C .1 i, •.. VAI E. L /7141 ill =1 ,•'1ID 11 + y !r Yl'...: ` r 1 S' _ ` ` '. 16TH ST : + , 1 • y� E 16TH $T 1 ' _• 1 E 16TH BT ~ ~ •- 'E 16TH�0T E,16TitagiH 9T ^-rte 1t 16TH'II;4 14 2.14 —_ .te , *. ri; > ' 6. :sr,. . r� E 17TH~BT f� j Ir 1 .i .73; ilk r. Prki, . is. r� ? `'1� y< )a �• r`r � '`+ T/ M % t .t i wu' «, trC`1� '• A Chi1 - • ;�' ,`. r J • : r ./r. 1 \ > •.t. ''• , 'l�V , •yam � .. i' t. . ' i• {18TH T. .it i •• t•, i•. • • E rig�.. .ra 11 A e 1 - E 18TH BT E 1CTH ST hp, E.10TH BT-- =E.18TH BT N ism- -7"„ 'r ♦ ..r� . . ♦.•� ./L�►4 re. it >KI*yf47tw i. ,� -c•TII 1 • ; . 0 !A . . f i • . tilli . ... a hays i sif . 7-}�� F'-14 `t.I`� �� `i • r;. �.. '. �< • ! LL' s • !-_�. - - , , -sta i ik ' . • , • .- i , f Z.\ D�q H T� ' E 20TH STN F 70TH 67 Empg'20TH T tE 20TH_ 8T I , f II • v / ` , 4 - 4 1 y l _ ` ". kir•••••••4'; . —1 ' ' •- titlitow, , r 4.1, __ A• u I � ' t' , , • rdi 01.1 �3t= _ • n ,r VICINITY MAP TABLE OF CONTENTS Title Page Engineer's Statement Vicinity Map Table of Contents I. INTRODUCTION: 1 IL GENERAL LOCATION AND DESCRIPTION 1 A. Property location 1 B. Description of Property 1 III. DRAINAGE BASINS AND SUB-BASINS 2 A. Major Basin Description 2 B. Sub-Basin Description 2 C. Historic Conditions 3 IV. DRAINAGE DESIGN CRITERIA 3 A. Regulations 3 B. Development Criteria Reference and Constraints 3 C. Hydrological Criteria 4 D. Hydraulic Criteria 4 V. DRAINAGE FACILITY DESIGN 5 A. General Concept 5 B. Specific Details — Runoff 5 C. Specific Details — Detention 5 VI. WATER QUALITY 6 A. General Concept 6 VII. EROSION CONTROL 7 A. General Concept 7 B. Specific Details 7 VIII. CONCLUSIONS 7 A. Compliance with Standards 7 B. Drainage Concept 7 IX. REFERENCES 8 Appendices APPENDIX I Calculations APPENDIX II Table RO-3, Recommended Percentage Imperviousness Values, USDCM Table 5- 1 Weld County Design Storm Rainfall Comparison FIRM (Flood Insurance Rate Map) Community-Panel Number 080266 0637 C (Panel 637 of 1075); Map Revised: September 28, 1982. APPENDIX III Existing Conditions Plan (for historic conditions and historic drainage data) Drainage Plan Erosion/ Sediment Control & Water Quality Plan Details (Drainage, Erosion Control and Water Quality) Page 1 Final Drainage, Erosion/Sediment Control and Water Quality Report 1328 East 18th Street; Weld County (Greeley), Colorado I. INTRODUCTION: This report presents the pertinent data, methods, assumptions, and references used in analyzing and preparing the final Drainage, Erosion/Sediment Control and Water Quality design for 1328 East 18th Street. The properties included for analysis with this report are 1328 East 18th Street (Lot 2 and 5, Union Colony) and 1510 East Highway 34 (Lot 1 , Union Colony). The site is currently developed with a majority of the site being covered with gravel. Refer to Existing Conditions Plan included with this report. There are no existing detention or water quality facilities. No previous drainage reports were located in Weld County records or provided by Weld County personnel. II. GENERAL LOCATION AND DESCRIPTION A. Property location 1 . 1328 East 18th Street is located in a portion of the Southwest Quarter of the Southwest Quarter of Section 10, Township 5 North, Range 65 West of the 6th P.M., County of Weld, State of Colorado. 2. The property is bounded on the South by East 19th Street right-of-way dedicated with the Luther Subdivision in 1962 and private property (1419 East 20th Street), on the North and East by US Highway 34 (Business), and on the West by private properties (parcels 096110300009, 096110300026, and 096110300025) adjacent to Cherry Avenue. 3. There are no major open channels, lakes, streams, irrigation or other water resource facilities within or adjacent to the proposed development. 4. Refer to the vicinity map located near the beginning of this report. B. Description of Property 1 . The entire area of the project is approximately 9.00 acres. 2. The site was initially home to two (rural) residential homes. a. The residence structure at 1328 East 18th Street still exists. This structure was built in 1927 according to Weld County Assessor public records. b. The residence structure at 1510 East Highway 34 was built in 1900 according to Weld County Assessor public records. The structure is shown on Weld County Assessor aerials. However, the residence structure has been removed. Page 2 Final Drainage, Erosion/Sediment Control and Water Quality Report 1328 East 18th Street; Weld County (Greeley), Colorado 3 . According to Weld County Assessor public records for 1328 East 18th Street, the existing commercial building was erected in 1971 . There are no site development plans available through Weld County Public Works records. 4. There are additional existing garage and shop buildings located on the 1328 East 18th Street site. Refer to the "Existing Conditions Plan". III. DRAINAGE BASINS AND SUB-BASINS A. Major Basin Description 1 . The property is contained within the defined City of Greeley North Delta Basin. 2. All runoff from this site is generally directed in a southeasterly direction along Highway 34 to the South Platte River (mile marker 14), approximately one (1 ) mile from the site (mile marker 13). 3. There is offsite contribution to the site from the west. Due to flatness of the area, an undefined drainage system and a lack of survey data, the extent of offsite runoff contribution is unknown. Since there will be no change in the west Basin, it is assumed that offsite runoff will simply be conveyed through the west basin as has historically occurred. 4. The property is not within a defined FEMA floodplain. Reference FIRM (Flood Insurance Rate Map) Community Panel number 080266 0637 C (Panel 637 of 1075; Map Revised September 28, 1982). B. Sub-Basin Description 1 . There are no clear historic sub-basins defined. All runoff from both sites enter the Highway 34 side road swale drainage system. For purposes of this report, the site is divided into two sub-basins (Basin A and Basin B). Basin A is the west basin and Basin B is the east basin. 2. Basin A will be left in its existing condition. A drainage valley pan will be the only improvement in Basin A at this time. Future improvements to Basin A area may require additional drainage analysis and possibly detention requirements. 3. Basin B includes new proposed development infrastructure including a new commercial building and a new onsite wastewater treatment system. Therefore Basin B is the only sub-basin that will require stormwater detention. Page 3 Final Drainage, Erosion/Sediment Control and Water Quality Report 1328 East 18th Street; Weld County (Greeley), Colorado C. Historic Conditions 1 . Historically, all runoff from this site is generally directed in a southeasterly direction along Highway 34 to the South Platte River, approximately one (1) mile from the site. a. Plans for Highway 34 provided by the Colorado Department of Transportation (CDOT) clearly identifies the side road swale profile indication runoff conveyance from west to east. 2. The 5-year historic peak flow Basin B using 2% impervious ground cover is 0.53 cfs. IV. DRAINAGE DESIGN CRITERIA A. Regulations 1 . Design criteria from the Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1 . 2 and 3, October 2006 (WCSDC) and the Urban Storm Drainage Criteria Manuals Volumes 1 , 2 and 3 (USDCM), and the Weld County Engineering and Construction Criteria April 2012, were utilized. 2. The latest versions of the Urban Drainage and Flood Control District (UDFCD) software were used for runoff and detention calculations. B. Development Criteria Reference and Constraints 1 . No previous drainage reports were located in Weld County records or provided by Weld County personnel. 2. Generally, any additional development within the site will not redefine grades along the property boundaries. 3. The existing Highway 34 drainage system accepts all runoff from the property historically. There will be no changes to the existing Highway 34 drainage system. 4. Existing improvements on site will remain including the existing residence structure and commercial building, sanitary sewer service facilities (On-Site Wastewater Treatment Systems), existing electric facilities, existing gas facilities and existing water service facilities. Page 4 Final Drainage, Erosion/Sediment Control and Water Quality Report 1328 East 18th Street; Weld County (Greeley), Colorado a. Due to the finished floor elevation of the existing commercial building on the 1328 East 18th Street property, two developed basins have been defined. Extension of the east detention pond (Basin B) to the west basin (Basin A) would result in detention surface water encroachment at the finished floor elevation. i. Existing west commercial building finished floor elevation = 4645.20 ii. East detention pond 100-year water surface elevation = 4643 .97 iii. East detention pond freeboard elevation = 4644.97 iv. East detention pond freeboard elevation is within 0.20' of the existing west commercial building finished floor elevation. C. Hydrological Criteria 1 . The one-hour point rainfall for the 5-year, 10-year and 100-year storm events are 1 .49, 1 .76 and 2.78 inches respectively for the City of Greeley. 2. Rational Method - The Rational Method was used to determine peak runoff rates for the site for the sizing of detention pond volumes. a. Percentage imperviousness values were taken from Table RO-3, Recommended Percentage Imperviousness Values (See Appendix II). b. Runoff calculations were completed using the Rational Formula defined in Section 2. 1 of the USDCM. 3. The Modified FAA Method was used to calculate site detention requirements. D. Hydraulic Criteria 1 . Design criteria from the Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1 . 2 and 3, October 2006 (WCSDC) and the Urban Storm Drainage Criteria Manuals Volumes 1 , 2 and 3 (USDCM) were utilized. 2. Pond outlet pipe capacities are based on HDS-5 culvert methodology as implemented in the UDFCD software. Page 5 Final Drainage, Erosion/Sediment Control and Water Quality Report 1328 East 18th Street; Weld County (Greeley), Colorado V. DRAINAGE FACILITY DESIGN A. General Concept 1 . The storm drainage systems are designed to safely convey the 100-year storm event runoff by sheet flow regimes over paved areas and gravel across the site to design point 1 within Basin A and to the detention pond located in the southeast corner of the site within Basin B. a. The proposed detention pond will attenuate the developed condition 100- year storm event runoff in order to not exceed the allowable site release rate. B. Specific Details Runoff 1 . The Rational Method was used to determine the peak runoff rate of 28.21 cfs for the 100-year storm event for the proposed condition of drainage Basin A, and 19.9 cfs for Basin B. 2. There is offsite contribution to the site from the west. Since there will be no change in the west basin (Basin A), it is assumed that offsite runoff will simply be conveyed through the west basin (Basin A) as has historically occurred. C. Specific Details — Detention 1 . The proposed detention pond has been sized to accommodate the proposed development of Basin B. The required 100-year detention volume is 1 .008 ac- ft. This volume is attained at elevation 4643 .97 within the new pond grading configuration. a. The proposed detention volume was computed using the Modified FAA Method. The allowable release was computed as 0.53 cfs (5-year historic). 2. The proposed detention pond outlet will consist of a 4' x 4' concrete box structure with an 8" PVC discharge pipe. a. A one foot tall concrete water quality structure (top elevation = 4643 .62) with orifice plate (1 column x 3 rows of 0.786" diameter holes) and protective screen, will be constructed and attached to the front of the existing box outlet structure, upstream of the existing 4" orifice. The required water quality volume is 0. 148 ac-fl. b. A restrictor plate will go over the 8" pipe outlet with a bottom edge of plate elevation of 4642.75. Page 6 Final Drainage, Erosion/Sediment Control and Water Quality Report 1328 East 18th Street; Weld County (Greeley), Colorado c. The emergency overflow weir for the pond will have a crest length of thirty feet (30') and a crest elevation set at 4643.97. The emergency overflow weir will convey the proposed Basin B developed condition peak flow of 19.9 cfs at an operating head of less than 6" over the weir crest, per the Weld County criterion. The elevation of the top of the proposed pond berm is 4645.00, providing greater than 1 .00' of freeboard over the 100-year WSEL. d. Please see the detail of the outlet on Sheet 10 of 10 of the Sitework Improvements Construction Plans. 3 . Please see all of the detention design data, including the detention pond volume rating curve, and the outlet stage-discharge curve in the detention section of Appendix I. VI. WATER QUALITY A. General Concept 1 . The existing detention pond will serve as a siltation pond during overlot grading operations and sitework improvements. 2. Runoff is designed to flow as long as possible in sheet flow regimes over concrete and gravel across the site promoting scrubbing of sediment and pollutants. a. Construction BMP's will consist of: i. Gravel vehicle tracking control pads at the exits of the site. ii. Wattles in the channels, area inlet protection and a detention pond outlet structure. iii. Surface roughening and re-vegetation. iv. Silt fence, preventing sediment in runoff leaving the site immediately bordering the extent. v. The detention pond will act as a sediment basin during overlot grading operations and sitework improvements. Page 7 Final Drainage, Erosion/Sediment Control and Water Quality Report 1328 East 18th Street; Weld County (Greeley), Colorado VII. EROSION CONTROL A. General Concept 1 . Erosion control best management practices will minimize the amount of sediment being transported from the site during and after construction. B. Specific Details 1 . During construction, wattles will be placed along channel inverts and at the entrances to culverts to minimize the propagation of sedimentation prior to finished grading and landscaping being installed. 2. During construction, a riprap pad will be placed at the detention and water quality pond preventing erosion from flow discharges. 3. Silt fence will be installed all along the northerly and easterly edge of the Project site. 4. Permanent re-vegetation will be required for all disturbed earth. Please see the re-vegetation notes and seeding schedule on Sheet 10 of 10 of the Sitework Improvements Construction Plans titled "Erosion/Sediment Control and Water Quality Plan". This plan is also included in Appendix III of this report. VIII. CONCLUSIONS A. Compliance with Standards 1 . The grading and drainage design complies with the requirements of the Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1 , 2 and 3, October 2006 (WCSDC). 2. All proposed erosion control measures comply with the Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1 , 2 and 3, October 2006 (WCSDC) and generally accepted erosion control practices. B. Drainage Concept 1 . The drainage design will safely convey onsite flows through the development. 2. The proposed detention pond within Basin B improves upon the current downstream conditions of the site where there is no stormwater detention or water quality control capture. Page 8 Final Drainage, Erosion/Sediment Control and Water Quality Report 1328 East 18th Street; Weld County (Greeley), Colorado IX. REFERENCES • Weld County Storm Drainage Criteria Addendum to the Urban Storm Drainage Criteria Manuals Volumes 1 , 2 and 3, October 2006. • Weld County Engineering and Construction Criteria, April 2012 • Urban Storm Drainage Criteria Manual Volume 1 ; Urban Drainage and Flood Control District, Denver, Colorado. • Urban Storm Drainage Criteria Manual Volume 2; Urban Drainage and Flood Control District, Denver, Colorado. • Urban Storm Drainage Criteria Manual Volume 3, Best Management Practices; Urban Drainage and Flood Control District, Denver, Colorado. • Figure 2. 1 . Basin Vicinity Map; City of Greeley Comprehensive Drainage Plan Sheep Draw Basin Final Report; Anderson Consulting Engineers, Inc.; ACE Project No. COCOG05; report dated March 8, 2006 • Topographical survey prepared by Intermill Land Surveying of Loveland; Intermill Project No. P-14-7715; survey dated 11/06/2014 • Highway 34 construction plans prepared by the Colorado State Highway Department; Federal Aid Project No. 287B; plans dated 1929 APPENDIX I u p C, a Q \••1 6.4 ir f F y�► •'. 1 1 :5: - 1 . �F/�-`�''e(�.--�' i '• -/ •- , ,{ al ~ '• •�wi .` di�111• '.O,cr••t • • 1 .. 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' t : �i•__' - h .C c , c g c I-, c co a1 00 cr r, CO igr tO o ri N N trl F' ' O O Ln N Ln O 't 5 a, m to o m ua t $ ri to O m c ua o • .5 in o m 00 N r� adriaNN (NI � �. r Ar-iNNcri I- ar1NNNcricri Si.KS IL .: s C .rC ai .563ri ti2NirlN � fi . riNNN girl* ri itJ N� . as aJ 10 m0 0 z 2 E c # .-1 .-4 r-i N N .� # ri .-1 r-i N N I e4 el N N N cri ce4 .4 ., _> a C .ri a f► ` to Ln NNN " o toON [t 00 - t o Ln I LnLn ME o ctr- oStN NL0OmNQ 5Lnotmo Nrc ri ri r♦ N N N a s r-1 r-1 N N N cri o a ra N N N cri ai , a rt go g0 . 0 •« lb a } II 18 � I6 g ga, SIASAI E � 6a88 ro8 �ffil 88r It _ itl a '5 _c _c u scuu u gkg S 6 gg § gg4 ; Qgg 4g4 'l gggA zip " �n ,N v. -J N ..., Q N n o Al , _ ki kitl) el) = LL a = IS hi cu a, of ow as a, a, >k a- �` N a, a, a, • } > Ih a, a, di a• ›- >- e a- uh �" ›- 1` Lb i'ti o �- a.' Lh 6 d 7' EEEE N di r-i N Lf1 O N th N Ul r9 N t,t7 el N Lll g -a r4 .i N n i .f I-- CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Energes Catchment ID: Basin A I. Catchment Hydrologic Data Catchment ID = Proposed Area = 3.86 Acres Percent Imperviousness = 87, 13 % NRCS Soil Type = B A, B, C, or D II. Rainfall Information I (inch/hr) = C9 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.78 inches (input one-hr precipitation--sce Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.77 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.69 Overide 5-yr Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration overland -`~ r LEGEND Reach 1 flaw Reach 2 O Be„ luting Flow Direction Catchment Reach 3 Boundary 4- NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2.5 Ir 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0200 10 0.69 N/A 0.09 1.88 1 0.0050 100 20.00 1 .41 1.18 2 3 4 5 Sum 110 Computed Tc = 3.06 Regional Tc = 10.61 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 10.51 inch/hr Peak Flowrate, Qp = 31.45 cfs Rainfall Intensity at Regional Tc, I = 7.35 inch/hr Peak Flowrate, Qp = 21 .97 cfs Rainfall Intensity at User-Defined Tc, I = 9.43 inch/hr Peak Flowrate, Qp = 28.21 cfs Basin-A - 100yrProposed UD-Rational v1 .02a.xls, Tc and PeakQ 12/16/2014, 3:09 PM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Energes Catchment ID: Basin B I. Catchment Hydrologic Data Catchment ID = Proposed Area = 4.63 Acres Percent Imperviousness = 71.51 % NRCS Soil Type = B A, B, C, or D II. Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td)AC3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28,50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.78 inches (input one-hr precipitation--scc Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.63 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.51 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5 ) Illustration _-cy • overland /- flow Reach 1 LEGEND Reach 2(-}" O $ imthg Flow Direction. Catchment Reach 3 Boundary NRCS Land Heavy Tillage! Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2 5 5 7 10 15 I 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0200 50 0.51 N/A 0.14 6.04 1 0.0100 435 7.00 0.70 10.36 2 3 4 5 Sum 465 Computed Tc = 16.40 Regional Tc = 12.69 User-Entered Tc = 12.69 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 6.05 inch/hr Peak Flowrate, Qp = 17.66 cfs Rainfall Intensity at Regional Tc, I = 6.81 inch/hr Peak Flowrate, Qp = 19 90 cfs Rainfall Intensity at User-Defined Tc, I = 6.81 inch/hr Peak Flowrate, Op = 19.90 cfs Basin-B - 100yrProposed UD-Rational v1 .02a xls, Tc and PeakQ 12/16/2014, 3: 11 PM CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Energes Catchment ID: Exst Site I. Catchment Hydrologic Data Catchment ID = Exst Area = 4.53 Acres Percent Imperviousness = 2.00 % NRCS Soil Type = B A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)AC3 Design Storm Return Period, Tr = 5 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 1.49 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.08 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C ) 5-yr. Runoff Coefficient, C-5 = 0.08 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration overland LEGEND Reach 1 ROW Reach 2 O $ ng Flaw Din tion Catchnent Reach 3 Boundary NRCS Land Heavy Tillage/ Short Nearly Grassed Paved Areas & Type Meadow Field Pasture/ Bare Swales/ Shallow Paved Swales Lawns Ground Waterways (Sheet Flow) Conveyance 2 5 5 7 10 15 20 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0050 411 0.08 N/A 0.15 46.86 1 0.0040 446 7.00 0.44 16.79 2 3 4 5 Sum 857 Computed Tc = 63.65 Regional Tc = 14.76 User-Entered Tc = 14.76 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1.45 inch/hr Peak Flowrate, Qp = 0.53 cfs Rainfall Intensity at Regional Tc, I = 3.41 inch/hr Peak Flowrate, Qp = 1.26 cfs Rainfall Intensity at User-Defined Tc, I = 3.41 inch/hr Peak Flowrate, Qp = 1.26 cfs 5yr-exst UD-Rational v1 .02a.xls, Tc and PeakQ 12/16/2014, 3: 12 PM DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: Energes Basin ID: Basin B (For catchments lass then 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 (Inoutl; potion Information (Input Catchment Drainage Imperviousness I,■ 71,50 petted Catchment Drainage Imperviousness I.= 71.50 percent Catchment Drainage Area A• 4.030 acres Catchment Drainage Area A= 4.630 acres Predevelopment NRCS Sal Group Type• 0 A,B,C,or D Predevelopment MRCS Soil Group Type• 8 A.B,C,or D Return Period for Detention Control T• 10 yeas(2.5. 10 25,50,or 100) Return Period for Detention Control T• 100 years(2,5,10.25,50,or 100) Time of Concentration of Watershed Tc• 10 , ripen Time of Concentration of Watershed Tc= 10 Slat Allowable Unit Release Rate a■ 0.11 defiers Allowable Unit Release Rate g• 0 11 dslacre One-hour Precipitation P1 • 1.49 Inches One-hour Precipitation P.• 278 Inches Design Rainfall IDF Formula I•C1•P1f(C2+T,^C3 Design Rainfall IDF Formula I=Cr P1f(C2+TJ"C3 Coefficient One C1 28.50 Coefficient One C.= 28.50 Coefficient Two C2= 10 Coefficient Two C2= 10 Coefficient Three C3■ 0789 Coefficient Three C3= 0789 Dotermination or Avers*,Outflow from the Basin(Calculated); poternllnallon of Average Outflow from the Basin (Calcutatodl; Runoff Coefficient C= 0 55 Runoff Coefficient C= 0 63 Inflow Peak Runoff Open= 10.17_ cfs inflow Peak Runoff Op•in= 21.74 cis Moveable Peak Outflow Rate Op-out= 0.51 __de Allowable Peak Outflow Rate Op-out= 0.61 cis Mod.FAA Minor Storage Volume= 16,348 cubic feet Mod.FM Major Storage Volume- 43,893 cubic feet Mod.FAA Minor Storage Volume= 0.376 acre-t1 Mod. FAA Major Storage Volume Is 1408 acre-ft 30 • fro,'RDrtri Ova r,n lrc.cncra l:,c+esco Wr.m i+mn inn 5 fO'5-Mtraea) Rainfal Rainfall Inflow Adjustment Average Outflow Storage Rainfall Reim:St Inflow Adjustment Average Outflow Storage Duration intensity Volume Factor Outflow Volume Volume Duration Intensity Volume Factor Outflow Volume Volume minutes Inches I hr acre-feet "m' cis acre-feet acre-feet minutes Inches I hr acre-feet 'm' cis acre-feel acre-feet (output) (output) (output) (output) (output) kultsit) aut) (output) (output) (output) (output) (output) (output) 0 000 0000 0.00 000 0.000 0000 0 0.00 0000 0.00 000 0 000 0 000_ 30 2 31 0.243 0.67 0,34 0,014 0229 30 4.31 0.520 0.67 034 0.014 0 506 60 ~-1.49 0113 0.58 0.30 0.025 0280 00 277 0.669 0.58 0 30 0 025 _ 0 644 90 1-12 0354 0.56 028 0035 0.319 90 2.09 0.757 0,56 0 28 0035 0 722 120 0.91 0,384 0.54 028 0.046 0138 120 1.70 0821 0.64 021 0.040 0.775 150 0.77 0.407 053 027 0.056 0.261 150 1.4r 0.871 065 027 0,056 0815 180 0.66 0.427 0.63_ 027 0007' X0.300 161) 1.28 0.912 0.53 027 _ 0.067 0.846 210 060 0444 042 0.27 0,077 0,387 I. 210 1.12 0948 0.52 0.27 0:077 0671 240 0 54 0.458 052 0.27 0.088 0.371 240 1.02 0.900 0.62 027 0.008 0.692 270 0 50 0,472 0.52 026 0.098 0373 270 0.93 1.000 0.62 026 0.098 0.910 300 046 0;484 0.52 0.26 0.100 0.376 300 0,86 1.034 0.52 0.26 0.109 0.925 330 _ 0 43 0405 0.52 0.26 0.119 0.375 330 0.80 1.057 0.52 0.26 0.119 0938 360 040 0.505 0.51 0.26 0.130 0.375 360 0.75 1.079 0.51 020 0130 0949 390 0,38 0.514 4 041 0.26 0.140 0.374 300 0,70 1.009 0.51 026 0.140 0958 420 035 0.621 O61 0.20 0.151 0.372 420 0.66 1 118 0.51 0.26 0151 0167 450 034 0.531 0,51 0.26 .0.161 0.370 450 0.63 1.135 0.51 020 0.161 0.974 480 0 32 0.539 0.51 026 0172 0.367 480 0.60 1.152 061 0,26 0.172 0.980 510 0 31 0,547 0,51 0.20 0102 0.364 510 0.57 1 168 0.51 0.26 0.182 0.986 540 029 0.554 _051_ 026_ 0.193 0.301 540 055 1.183 051, 0.26 0.193 _ 0990 570 028 0.560 _ 0.51 0.26 0.203 0.357 570 0.52 1-188 061 028 0.203 0._994 600 0 27 0.567 0.51 0.26 0 214 0.353 000 0.60 1212 _ 0.51 0.26 0.214 0 998 830 026 0,573 0.61_ 026 _.0224 0349 630 0.48 1.225 0 51 0.26 0..224 1.001 660 _025 0,679 0,61 0.26 0235 0.344 660 0.47 1.238 0 51 0.28 0.236 t003 690 024 0,585 051 0,26 0246 0.339 690 0.45 1.250 051 026 0.240 1.005 720 0 23 0.590 0:51 0,26 0.258 0.334 720 0.44 1262 0 51 0,28 0256 1.006 750 - 0.23 0.590 _ 0.61 025 _0267 _ 0.329 750 0.42 1.273 0.51 0:28 0287 1,007 780 - -- 0 22 0601 051 0.26 0277 0 324 780 0,41 1.285 051 0.20 027? 1.007 810 0 21 0,606 0,51 026 0.288 0.318 810 0.40 - 1.295 0.61 026 0.266 1.006 _ 840 _ _ 0 21 0611 0.51 - _ 0.26 0298 _ 0313. _ 910- 039 1.306 051_ 0.28 0.298 1008 870 020 0616 0.51 026 0.309 0.307 870 0.38_ 1.316 051 026 0309 1007 900 020 0.620 0.51 026 0.319 0,301 900 037 1.320 051 026 0319 1.006 930 0.19 0,625 0.51 0.26 0330 0.295 930 0.30 1.335 051 0.26 0 330 1.006 _ 960 0.19 0.620 0,61 026 0,340 0.280 960 0,35 1.345 0 51 026 0.340 1.004 900 0.14 _ 0 093 051 _ 0.26 0.351 0.283 990 0,34 1:354 _ 051 026 0 351 1003 1020 0.16 0 638 _ 0.50 026 0.361 0,278 1020 0.33 1.303 0.60 021 0 381 1.001 1050 0,17 0 642 060 028 0 372 _ 000 1050 0.33 1.371 050 0.26 0 372 0 999 1080 011 0 6 0.60 028 __ 0 382 0283 1080 032 1380 0.50 .026 0 3112 0.997 1110 0.17 0040'050 026 0 393 0257 1110 0.31 1.368 0.50 026 0.303 0 995 1140 _ 0,16 0.653 0.50 0 26 0,403 0260 1140 030 1.396 0.50 0.26 0.403 _0 993 _ 1170 010 0067 060 026 ~-0.414 0 243 1170 030 1.404 0.50 0 26 0 414 0 990 1200 016 0,661 0,50 0.26 0424 0236 1200 0,29 1.412 0.50 028 0.424 0967 _1230 0.15 0,664 0.50 0,26 0 435 0.229 1230 029. 1.419. 0,50 0.28 0.435 0.904 _1260 0.15 0.668 050 028 0.445 0222 1260 028 1.427 0.50 028 0.445 0.981 _ 1290 0.15 0,071 050 0.26 0456 0215 1290 0.28 1.434 0.50 0.26 0.456 0.918 1320 0.15 0.674 0.50 0.26 0,467 0206 1320 027 1.411 0,60 0.26 0467 0.076 1350-I 0.14 0.678 050 026 0.477 0201 1350 027 1.448 0.50 026 0477 0.971 1360 0.14 0.081 0.50 026 0.488 0:193 k 1380 0.26 1.455 0.50 0.26 0.488 0.988 14 t0 014 0 684 0.50 0.26 0.498 0.186 1410 028 1.482 050 026 0 499 1).004 1440 014 0687 0.50 4 0.26 0600 0,179 1440 0.26 1.469 050 026 0.509 0.960 1470 0.13 0,690 060 0.26 0.619 0.171 1470 0,25 t475 _ 0.50 026 0.519 01160 1500 013 0693 0.50 0.26 0.530 0.164 1500 026 1.482 060 020 0.630 0.952 1530 - 1530 0696 0,60 0.26 0540 _0.166 1130 034 1,488 0.50 026 0.540 0.948 1560 013 0 699 0.50 024 0551 0:149 1560 024 1.494 0.50 - 0 26 0.551 -0.944 1500 0.13 0.702 060 0.26 0.581 0141 1590 0,23 t500 0.50 0.26 0561 0.931 1620 012 0 705 0.50 0,26 0,572 0.133 1620 023 1.507 0.60 020 0 572 0935 1650 0.12 0.708 0.50 021 0602 0.125 1050 0.23 1 512 0.50 0 26 0 582 0.930 1680 012 0 710 050 0.20 0.593 0.118 1680 0.22 1 518 0.50 0 26 0 593 0.926 1710 0.12 0713 0.50 0,28 0603 0110 1710 0.22 1 524 050 026 0603 0.921 1740 012 0716 050 026 0.614 0,102 1740 0.22 _ 1 530 050 026 0 614 0 916 1770 0 12 0.719_ 050 0.26 0824 0.014 1710 0.22 1 536 050 - 026 0 624 0.911 1800 0 it 0.721 060 026 0 635 0086 1800 0 21 1 541 050 026 0 635 0 906 Mod.FM Minor Storage Volume(cubic ft}• 16,348 Mod.FAA Major Storage Volume(cubk ft.)• 43,893 Mod.FAA Minor Storage Volume(acre-ft.)= 0.3753 Mod.FAA Major Storage Volume(acre-ft)• 1.0076 UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.34, Released November 2013 Energes UO-Delerlfionxtsm,Modified FAA 12J16/2014,3:14 PM DETENTION VOLUME BY THE MODIFIED FAA METHOD Project: Energes Basin ID: Basin B r \ Inflow and Outflow Volumes vs. Rainfall Duration 1.8 1.6 • 1.4 • 1.2 • • E 0.8 • • TS 0.6 0.4 ' oaooc� a0000000aov ciao Jaa , r QOOO4rbOO . OO.On r. 0.2 - - 4 O ) 0 0 0 0 a a 0 Ooaa0 fa 0 0 200 400 600 800 1000 1200 1400 1600 1800 2000 Duration (Minutes) —S—Minor Storm lnllowVolume Minor Storm Outflow Volume 0 Minor Storm Storage Volume. .Major Storm Inflow Volume ee• Major Storm Outflow Volume • Mats Saam Singe Valium UDFCD DETENTION BASIN VOLUME ESTIMATING WORKBOOK Version 2.34, Released November 20i3 Energes UD-Deterd{orudem,Modified FM 12/162014,3:14 PM Energes Proposed Detention Pond Volume Rating Curve Area Cumulative Storage Elevation (ft.) Area (ft. 2) (acre) (acre-ft.) Notes 4642.59 0 0.000 0.000 4643.00 27, 148 0.008 0.085 4643.50 40,900 0.409 0.473 4644.00 59,789 0.460 1 .048 4644.50 80,576 0.485 1 .850 100 year Volume Required = 1 .008 acre-ft WQCV Required = 0. 148 acre-ft 100-year WSEL = 4643.97 WQ WSEL = 4643.08 4:13 PM Ernst Engineering 12/16/2014 a r .�, H. I M Mi N: Q,Q Q 4 Q Q Q Q Q 4j Q�Q 1 't Q t ; wl 1155 X131. 3 $ 1alao liiiii iiiiiiiiiii i ili iii __ I I 1 l I s _i � __ . . — — o - Or N f O r m 46 N Er13 03 w N 6• ax -r _._- -_li 04 : m 8acr ___.__ _ _ 4) n r.° wN O a o: - - --.-.-. , m 40 N V V cr 4 E3 a� a• a & .w. Oi e - co ..-a tl . 0 3 al hi ro _•_ v m m e- as o O x ,-. • 0 O r 0 �J ` w1- o 0 0 o a° o a ao P or M •0000 o o ma 'o J 0000 0000 il 6 < w 0000 0000 - - --- - - O o o O v) v m u) re gw aag _-- ,— __.__,_.-.._ _.__-._ a O O O 0 v ~�u m v c a m ✓ 0000 0000 8 g 1 i �- 0 0 O o cc J � � � rov Q ` D a _ W_. _- _ _ — __.__.I_ _ �._�_ a O m N w x > < Q il d . a 6 3 tt _ 0 . ._r-.__ - - _ ob � � 0 � i ag r ° o u V a V a p a' m w ON O —it Q mmmOIW M VVV - ----- N v a v 8 o o_ o o c o o c m 3 Za °I ' a aa N - —._ - 11 H r r H H r r r H ro O1 0 Nw a '! o $ > aa `o CZ za ti m L COro ro Q - i Ef � � > > . m .T c 3 'OW v U ro O m m N d 0 m 0 0 a 0 g o w a n G c — m o W Z 21 t sema+ c Q mu S g _ -- w 10 S w 0 E $$,.. NE E03 u �' .. l vg u d u K [ H km3 2 sex 0le n- n . V r� v ►ii r! lu an ed3 is 8 t� 33 I a aa O O axLZ �' rn ? � mC� v~ orov 4 0 g C G d w a, m .6 <,. .' & m 'GG $$yy C a N o a cq ^ H F a O N C N z 2. 0 c F -•—,—•— — —_. — E E90 o old N N o p „ jijjiflj j ! Ye nom' 8,800 Q o,o at, 00'oo0'oddld'd'dOa� ocPod O N �' H o• Q Q $ 8 $ ;� � �+g'� � gq � g � oaaao • g N• 8888 800�0.0,00000Eooi 15° g a u iva�'v 000doodd}do'00000do ° 0 d m 2 � ol,o ..,o4,ma .. � % o $i c mmoNln,v:¢vlln�timmmNaa�j,�aj46 �jt+ 4a'a3<1 �Q! aQa 4 < a;< a,Q,ta;a Em3 c •- £Ta b ! oo.o, 00!o'oolOOOOORIZ $1 aZi iiitot i i1 ;� ii a a` o O C .U.1 M > t. i a d d o o.po.o d oid?o!o Cdr o o o o o ` S 2x x W > i 14i41 $ 41iiiiii44 -1 r a S m c W a. a. in v' c:03 a ( 11 P.- .0 0 I— w O ._J - - o H 0 D 0 S U a 2 IY - o D o __I F- O U re I- ce co O H I- w Q g U 0 D o >0 o -71 Iti a 8 a w al W c0 H O O 0 6 w x H IY I1., 0 O 0 O LU 2 0 I o w U 0 co ce a Q al I 0 a) 1- a (.0 0 3. a I^ U) 0 a O O 8 8 0 0 o o o 0 o o E. a m o ci ci 0 0 0o O 0 o e o e 0 o e in o uo-i o 0 a •+ O 0 0) CO co r N- O co 1O in a n € Ili m d 1 eHale 'pap a6e;g a. �- , e G) c W STAGE-DISCHARGE SIZING OF THE WEIRS AND ORIFICES (INLET CONTROL) Project: Energes Basin ID: Basin B kootied Oedu•1 (llotd=d) Ratter Order r) • e\ t 11 Wei e f t 11 Meg a\ r I L v... , a t t n its. =•plug . rrt EL IM VI WQ laWQ a ot VI SI \ i• - ee. —< Routing Order 13(Single Stage) Routng Cider e4 een 1 .e*.Want a i•t t1 Sw•.tes :: . iD . -alai.V.o efoe.n lr.w.,.ee Mr a e1.14& •1 e een es er a e WQ ea 31 \t rte••' '" _ _ ,. . - A.. ..^^t--_— �-• • ••. . _ � ,— .+fie Current Routing Order is #3 YJ Design Information (In putt: 0I Horn 02 Horiz. #1 Vert. 02 Vert. Circular Opening: Diameter in Inches Dia. = inches OR Rectangular Opening: Width in Feet W= 3.00 0.63 ft. Length (Height for Vertical) L or H = 3.00 0.16 ft. Percentage of Open Area After Trash Rack Reduction %open = 100 100 % Orifice Coefficient Co= 0.60 0.61 Weir Coefficient C„,= 3.00 Orifice Elevation (Bottom for Vertical) Eo= 4643.59 4,642.59 I ft. Calculation of Collection Capacity: Net Opening Area (after Trash Rack Reduction) AO= 9.00 0,10 sq ft. OPTIONAL: User-Overide Net Opening Area AD■ sq. ft Perimeter as Weir Length L., = 12.00 ft OPTIONAL: User-Overide Weir Length LY,= ft Top Elevation of Vertical Orifice Opening.Top= 4642.75 ft. Center Elevation of Vertical Orifice Opening, Cen= 4642 67 ft. I Routing 3: Single Stage - Water flows through WOCV plate and #1 horizontal opening into#1 vertical opening. This flow will be applied to culvert sheet (#2 vertical & horizontal openings is not used). Horizontal Orifices Vertical Orifices Labels Water WOCV #1 Horiz #1 Horiz. #2 Horiz #2 Horiz. #1 Vert. #2 Vert Total Target Volumes for WOCV, Minor, Surface Plate/Riser Weir Orifice Weir Orifice Collection Collection Collection for W0CV, Minor, & Major Storage Elevation Flow Flow Flow Flow Flow Capacity Capacity Capacity 8 Major Storage W S Elevations ft cfs cfs cfs cfs cfs cfs cfs cis Volumes (input) (lmke;l) (User-linked) (oulvull (output) (output) (oulcut) (ou'.pull (output) (output) G=k for vial talk) 4642.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4643.00 0.00 0.00 0.00 0.00 0.00 0.28 0.00 0.00 4643 50 0.01 0.00 0.00 0.00 0.00 0.45 0.00 0.01 464397 0.01 8.43 26.71 0.00 0.00 0 56 0.00 0.56 4644.37 001 24.80 3827 0.00 0.00 0.64 0.00 0.64 0.02 #NIA #N/A #N/A #N/A #N1A 0.00 #NIA 0.02 #NIA #N/A #N/A OVA #WA 0.00 #NIA 0.02 #N/A *NIA #NIA #N/A #WA 0.00 #NIA 0.03 #N/A #N/A #N/A #N/A #N/A 0.00 #NIA 0.03 #NIA *WA #NIA #N/A #N/A 0.00 #NIA 0.04 #N/A #N/A #N/A #N/A #N/A 0,00 #N/A 0.04 #N/A *N/A #N/A #N/A #N/A 0 00 #NIA 0.04 #N/A #N/A #N/A #N/A #N/A 0,00 #N/A 0 05 #N/A #N/A #N/A #NIA #N/A 0.00 #NIA 0.05 #N/A #N/A #N/A #N1A #N/A 0.00 #N/A 0.05 #N/A *NIA #N/A #N/A #N/A 0.00 #N1A 0.06 #N/A #N1A #N/A #N/A #N/A 0.00 #N1A #N/A #N/A *WA #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #NIA *NIA 0.00 #N/A #N/A #N/A #WA *NIA #N/A #N/A 0.00 #N1A #N/A #N/A #N/A #N/A #N/A #NIA 0.00 #N/A *NIA *WA #N/A #N1A #N/A #N/A 0.00 #N/A ON/A #N/A #N/A #N/A *N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N1A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A *NIA #N/A 0.00 #NIA #N/A #N/A #N/A #N/A MIA #NIA 0.00 #N/A #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A #N/A 0.00 MA #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N1A ONIA #N/A #NIA #N/A #N/A #N/A 0.00 #NIA #N/A #N/A #14/A #N/A #14/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A fitst/A #NIA 0.00 #N/A *WA #N/A #N/A #N/A #N/A #N/A 0.00 #NIA #N/A #NIA #N/A #NIA #WA #NJA 0.00 #N/A #NIA #N/A #N/A #N/A #N/A #N/A 0.00 #N/A #N/A #N/A #N/A #N/A *N/A *N/A 0 00 #N/A *N/A #N/A #N/A #N/A #N/A #N/A 0.00 #NIA #N1A MIA #N/A #N/A *N/A *N/A 0.00 #WA #N/A #N/A *N/A #N/A #N/A #N/A 0.00 #NIA *NIA #N/A #N/A #N/A *WA #N/A 0.00 #N/A #N/A #N/A #N/A #N/A #N1A *NIA 0.00 #NIA #N/A #N/A #N/A #N/A #WA #N/A 0 00 *NIA SN/A #N/A #N/A #N/A #N/A #N/A 0.00 _ #N/A Energes UD-Detention Idsm, Outlet 12/16/2014, 3:16 PM I STAGE-DISCHARGE SIZING OF THE WEIRS AND ORIFICES (INLET CONTROL) ! Project: Energes Basin ID: Basin B STAGE-DISCHARGE CURVE FOR THE OUTLET STRUCTURE 5000 - - •• • ♦ 4500 4000 - - 3500 - d 4) 4.2 4) 3000 - - • - ev LA ea 2500 - - 2000 - - -- 1500 - 1000 - I 500 -• 0 - - • 0 0.1 0.2 0.3 0 4 0.5 0.6 0.7 Discharge (cfs) Energes UD-Detention xism, Outlet 12/16/2014, 3:16 PM 0 0 N M o v. 0 0 .C U) U) .G a) ..a)- a i � (C) r (B U I.) U a) Q N 4t W — O U O LOM O co N o O CO N 1.0 M N t� M N to co ("Jrt0 N r r d (4) Ce jQ � � o � o - ri `n01 66 o cfl6 0; al, O v v qr J a o „ „ „ I, „ ,I H II II II II Ct3 II II D a) 0 m -I c(13 :01I- c W a o W u ' w a a) d Ce o oCCI R U 0 CC '= Q CC a to a c O a oc 00 Ce O d �a � O Q ) 0 o \ o N ' Co O O c -c n au O a) O V J W O 0 `4t ih- > as 0 o t... oo h. c c ' c c 12 a O a o 55) a) co c O L > O 0 a V C.3 CO Id (7 Q) U L (�O 0 U Ce , C 5 a)o Cr o c6 o c• �° cO tI IX w CL (/) .. W p v 0 3 a O O W R > a) a) O C) Q) O O a) _ V CO) 0 al O . ts U (B Q C ¢ 0 m R a) a) d n c0 R a) cB MET O c� "S E1-36::0. C3" Lt ,2 C C O a . — c� a) a) o U 3 m 3 o a �' c g o x E iw . RJ t.. Q) C.) O U O U (O L N fl a) cr a) co co i LL 3 Q ,m > N +57• C RI n a) n U 5 as 5 tv o 0 0 > a) d 0 W M X S Ea O ,L = W ;t = LL- F- = W C U c U I— a) O O � .3 O a) Qom) a aa)) R o 0i O 'N CC a) c 0 a `3 s0 co(s) t. o co u) - a) N O R EP in u. U in STAGE-DISCHARGE SIZJNG OF THE OUTLET CULVERT(INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) Project: En/rges Basin ID: Basle 8 U.S Ifni a row whenswan rerw+ • 1r 1 Ill 0 O I/ Status: Sheet Contains Warnings. See Culvert_ErrorList Range i • a. • sew , . we tsmer--..e ata Si anal banal Design Information (Input): Circular Culvert: Barrel Diameter in Inches D at I ,in Circular Culvert: Inlet Edge Type(choose from pull-down list) Grooved End weft►badwab OR: Box Culvert: Barrel Height(Rise)in Feet Height(Rise)= ft Box Culvert: Barrel Width(Span) In Feet Width(Span)= ft Box Culvert: Inlet Edge Type(choose from pull-down list) 1 Squat.ES.WIS15dOg FWedNMlna Number of Barrels No= 1 Inlet Elevation at Culvert Invert I,, = 4642 59 fl elev. Outlet Elevation at Culvert Invert O,,.= 4642 50 ft elev. Culvert Length in Feet L = 30 0 II Manning's Roughness n = 0 0130 Bend Loss Coefficient Kb = 000 Exit Loss Coefficient K, = 1 00 Design Information(calculated): Entrance Loss Coefficient K,= 0 20 Friction Loss Coefficient K,= 1 60 Sum of Ai Loss Coefficients K.• 2.60 Orifice Inlet Condition Coefficient Ce= 1.02 Minimum Energy Condition Coefficient KE...a -0.16 Calculations of culvert Capac(tvjoutputl: Water Surface Tallwater Culvert Culvert Flowrate Controlling Inlet Elevation Surface Inlet-Control Outlet-Control Into Culvert Culvert Equation From Sheet Elevation Flowrate Flowrate From Sheet Flowrate Used "Basin" ft cis cfs "Outlet" cfs (ft., linked) (inout if known) (output) (output) (cis.linked) (output) (output) 4642.59 000 0 00 0 00 0.00 0.00 No Flow(WS< Wet) 4643.00 0.00 0.40 0 53 0.00 0.00 Regression Ean 4643.50 0.00 1 40 0.88 0.01 0.01 Regression Eqn 4643.97 0.00 200 1.29 0.56 0.56 Regression Eon 4644.37 000 2.40 1.50 0.64 0.64 Regression Eon 0.00 000 0 00 000 *N/A *NIA No Flow(WS< inlet) 0.00 0.00 000 0.00 *N/A IN/A No Flow(WS< Inlet) 0.00 000 0.00 0.00 /N/A *NIA Na Flow(WS< INN) 0.00 000 000 000 *N/A *N/A NO Fbw(WS< Wet) 0.00 000 0 00 0.00 *N/A IN/A No Flow(WS< WO, 0.00 000 0 00 000 *N/A *NIA No Flow(WS< inlet) 0.00 0 00 0 00 0.00 *NIA *N/A No Flow(WS< inlet) 0.00 0.00 0 00 000 *NIA *NIA No Flow MS< net 0.00 000 000 000 *NIA *NIA No Fbw(WS< Wet) 0.00 000 0 00 0.00 *NIA IN/A No Fbw(WS< Wet) 0.00 000 000 000 *NIA *NIA No Flow(WS< riot) 0.00 0.00 0.00 0.00 *NIA *NIA No Flow(WS< inlet) 0.00 000 0.00 0.00 *NIA *NIA No Flow(WS< Well 0.00 000 000 0 00 *NIA *NIA Ks Fbw(WS<Net) 0.00 000 0 00 0 00 IN/A /N/A It Fbw(WS< Wet) 0.00 000 0 00 0 00 IN/A *N/A No Flow(WS< inlet) 0.00 0.00 0 00 0.00 *N/A *N/A No Flow(WS< Iriot) 0.00 000 0 00 0.00 *NIA *NIA No Flaw(WS<Wet) 0.00 000 000 0 00 *N/A *NIA No Fbw(WS< Wet) 0.00 000 0 00 0.00 *NIA *N/A No Fbw(WS< Wot) 0.00 000 0 00 0 00 *NIA *N/A fb Flow(WS< Inlet) 0.00 0.00 0 00 0 00 IN/A *NIA No Flow MS< iNel) 0.00 0.00 0 00 0 00 *N/A *N/A No Flow MS < inlet) 0.00 000 000 000 *NIA t'IN/A No Flow(WS< Inlet) 0.00 000 000 0.00 *N/A *N/A No Flow(WS< Wet) 0.00 000 000 0 00 /WA /NIA No Fbw(W5< Wet) 0.00 0.00 000 0 00 /WA IN/A No Flow(WS< k*t) 0.00 000 0 00 0 00 IN/A *NIA No Flow MS< inlet) 0.00 000 000 0 00 *NIA *NIA No Flow(WS< inlet) 0.00 000 0.00 0.00 *N/A *NIA No Flow(WS< inlet) 0.00 0.00 0.00 0.00 *NIA *NIA No Flow MS< Inlet) 0.00 000 0.00 0 00 *N/A IN/A No Flaw(WS< Inlet) 0.00 000 0 00 0.00 *N/A *N/A No Flow MS<inlet) 0.00 000 0 00 0.00 IN/A *N/A No Flow (WS< inlet) 0.00 0.00 0 00 0.00 *NIA *N/A No Flow(WS< inlet) 0.00 0.00 000 0.00 *NIA *N/A No Flow(WS< inlet) 0.00 000 0.00 0 00 *NIA INA NO Fbw(WS c WN) 0.00 000 0 00 0 00 *N/A *N/A No Flow MS< Inlet) 0.00 000 0 00 0.00 *N/A *NIA No Flow MS< inlet) Emerges UD-Detention xlsm,Culvert 12/16/2014, 3:20 PM STAGE-DISCHARGE SIZING OF THE OUTLET CULVERT(INLET vs. OUTLET CONTROL WITH TAILWATER EFFECTS) Project: Enerpes Basin ID: Basin B STAGE-DISCHARGE CURVE FOR THE FINAL OUTLET PIPE CULVERT 5000.00 • ♦ 4500.00 - 4000.00 - -- - 3500.00 - - - 3000.00 -- _. m 2500.00 d to 2000.00 CO 1500.00 - - - 1000.00 - - 500.00 0.00 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 Discharge (cfs) Energes IA-Detention xlsm. Culvert 12/16/2014. 3:20 PM STAGE-DISCHARGE SIZING OF THE SPILLWAY Project: Basin ID: -*%s.%<H.i.\. L wpi—slue, M'J1rrY nIIRMs: Design Information (input): Bottom Length of Weir L = 30.00 feet Angle of Side Slope Weir Angle = 75.96 degrees Elev. for Weir Crest EL. Crest = 4.643.97 feet Coef. for Rectangular Weir Cs, = 2.60 Coef. for Trapezoidal Weir Ct = 2.60 Calculation of Spillway Capacity (output): Water Rect. Triangle Total Total Surface Weir Weir Spillway Pond Elevation Flowrate Flowrate Release Release ft. cfs cfs cfs cfs (linked) (output) -i _,':_-,.i ' (cutout) (output) 4642 59 0.00 0.00 0.00 0 00 4643.00 0 00 0 00 0 00 0.00 4643.50 0 00 0.00 0.00 0 01 4643.97 0.00 0 00 0.00 0.56 4644 37 19.73 1.05 20 78 21 42 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A *NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA *N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A *N/A #N/A #N/A #N/A #N/A *NIA #N/A #N/A #N/A #N/A #N/A /EN/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #NIA #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A 4 #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A *N/A #N/A #N/A #N/A #N/A #N/A #N/A i #N/A #N/A #N/A *N/A #N/A #N/A #N/A #N/A Energes UD-Detention.xlsm, Spillway 12/16/2014, 3:21 PM APPENDIX II Table RO-3 Recommended Percentage Imperviousness Values, USDCM. Table 5-1 Weld County Design Storm Rainfall Comparison FIRM (Flood Insurance Rate Map) Community-Panel Number 080266 0637 C (Panel 637 of 1075); Map Revised: September 28, 1982 DRAINAGE CRITERIA MANUAL (V. 1 ) RUNOFF Table RO-3—Recommended Percentage Imperviousness Values Land Use or Percentage Surface Characteristics Imperviousness Business: Commercial areas 95 Neighborhood areas 85 Residential: Single-family Multi-unit (detached) 60 Multi-unit (attached) 75 Half-acre lot or larger * Apartments 80 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 5 Playgrounds 10 Schools 50 Railroad yard areas 15 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off-site flow analysis 45 (when land use not defined) Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 0 Lawns, clayey soil 0 * See Figures R0-3 through R0-5 for percentage imperviousness. CA = KA + (1 .31i3 - 1 .44/2 + 1 . 135i - 0. 12) for CA z 0, otherwise CA = 0 (R0-6) CC„ = KCD + 0.858i3 - 0.78612 + 0.774i + 0.04) (R0-7) CB = (CA + CCD )I2 2007-01 RO-9 Urban Drainage and Flood Control District Table 5-1 Weld County Design Storm Rainfall Comparison 1-Hour Storm Longmont 1 Greeley2 New Raymer3 1-25 &Tri-Town4 Frequency Depth (in) Depth (in) Depth (in) Depth (in) 2-year (50% chance) 1.02 1.04 0.86 0.98 5-year (20% chance) 1.46 1.49 1.35 1.39 10-year (10% chance) 1.75 1.76 1.54 1.68 25-year (4% chance) 2.07 1.80 2.04 50-year (2% chance) 2.42 2.51 2.16 2.37 100-year (1% chance) 2.72 2.78 & 2.55 2.68 2-Hour Storm Longmont 1 Greeley2 New Raymer3 1-25 &Tri-Town4 Frequency Depth (in) Depth (in) Depth (in) Depth (in) 2-year (50% chance) 1.20 1.16 1.05 1. 16 5-year (20% chance) 1.66 1.60 1.55 1.60 10-year (10% chance) 2.00 1.91 1.77 1.91 25-year (4% chance) 2.37 2.10 2.32 50-year (2% chance) 2.74 2.65 2.45 2.67 100-year (1% chance) 3.08 2.99 2.82 3.03 6-Hour Storm Longmont 1 Greeley2 New Raymer3 1-25 &Tri-Town4 Frequency Depth (in) Depth (in) Depth (in) Depth (in) 2-year (50% chance) 1.56 1.38 1.44 1.50 5-year (20% chance) 2.05 1.80 1.95 2.00 10-year (10% chance) 2.47 2.22 2.25 2.35 25-year (4% chance) 2.95 2.58 2.75 2.87 50-year (2% chance) 3.35 2.94 i 3.05 3.25 100-year (1% chance) 3.77 3.42 3.42 3.70 1. From UDFCD Manual 2. From City of Greeley Manual 3. From NOAA Atlas (nomograph projection) 4. From 1-25 and Tri-Town Study, Volume 2, Chapter 2, page 20 5.4.3 Larger Basin Rainfall Methods As noted above, the Rational Method should not be used to determine runoff for basins larger than 160 acres. In areas located in the southwest portion of Weld County and where areas are larger than 160 acres that have drainage characteristics similar to an urban area, the Colorado Urban Hydrograph Procedure (CUHP) is an acceptable model for determining runoff amounts. The CUHP model can be used for basins from 0 to 3,000 acres. The parameter adjustments provided in the runoff chapter of the UDFCD Manual (Volume 1) should be used when dealing with basins that are larger than 160 acres. The CUHP model is not applicable in non-urban areas, including those areas in Weld County that are outside of the Denver metropolitan area. The U.S. Army Corps of Engineers (USACE) HEC-HMS model is more applicable for mixed suburban-agricultural areas. The HEC-HMS model can be used on watersheds and drainage basins larger than 160 acres provided the modeling follows the parameters in the HEC- HMS User's Manual, the HEC-HMS Technical Reference Manual, and the HEC-HMS Application's Guide. WELD COUNTY ENGINEERING & CONSTRUCTION CRITERIA Page 138 An A pig, DI a- r • ty lad fN a a tL �! KEY TO MAP . . _t +1 /� �.a r c. •,/ 14� L ❑. • [�1• ,7 1 •T - © NEB ItO YiD Flood tloon04y _-� 20N1 II b 1 ::: . 4- _ ZEC, : ��a : ZONEC -An ILIV-T if flood/ 1.- r , - -v 11• c -�.- 2 WELDCOUNTV filliiiii\e".,,. . . . e 20NEO - /' •) ' '. ' ?+ 1v • ` ) ' ` ' " t 4•y a ,r. MUNICIPAL AIRPORT Y/ 1 ti . .:I fad +t tit {i,„ ii .rt. _ I,14. 1 ",..y,•� (la . 04 , -•7Ca Sr- I I. (' ti ;• j ♦'• ; �.; Tar{• I .t - : l FI a .�S'• '• 1 ,�a. I _ M '" r � BWWI Eat Fl.wl Euratom Lt. atm�-- L \: r 'f lJfr it>�f rl '�l-riiV �� •. I1 fir t�. M.�Y r. a f I [r _ < . '.3 2 , _ - to Fk�iod lElralw MFeeLfFL 967)•pfht a 1. r li s. a f I , . _ I It i l !rt r. Yr }'( tir 0. t' ' et 1 r rh:'Cd I'`� l.U.IE o 7}11.1• •� a Nnvc tdfam YllMlnZmt•aI ':• ......77++ �i r iG}P 1' � a jj< 1 ^Ye/Gd •'E' � _ .:.1• _"`a A7 ,1t 1 ` < - ?' :f YY ' I s•,•...aL j ' ♦<� P Ir V1 .e "., s,� 1~ {P-. �J`! �A fa }� Iit -- _. _ Elralon RYuerrs Wrk 11147% T G.-: L,pa2 r . `�._ `?�1. IL Rh.r Nte •Ml5 / r . • `nI'C. •�, +Y ••Refertrttd to the Nulo.al G•DO•Ik VuJaT DalW11 d i97! �� ZOkEA 0� J •EXPLANATION OF ZONE DESIGNATIONS ntl ' . I 30NEI EXPLA NA710N A Anal 01 100 Tar food; Max Ilnod tevalhmt and — flood naiatd he ton not d.Armi,d_ f ` —' . - - AO Aran d IoO.aur [hallo• floosnl warn ells - .. - I - - an burin a'r(1l ani ehu•(3111 Anna MPtbl 1 el Maadadon ue Morn,ON no flood hand fur" _ _ - ' _ - EIWAt OY �' _ ueMurml'rd 0tt'TT{ All Ann or IOOTtS Mallo. fondlaL when MPtha - ue beweetn one II)and 'hna Si Nelf MMI Oar) • elmllau x >hown, Out nO flood Ma ud fate"• - ,.. . . ALA30 Ana Toff 100eyear fr<J: oer fltoa ek'+abes and r .I1 � O EB r e.ktistittuussi ' •: t ' flood hawdfeelond.erm4ad 1J[ .• Afe AfN♦ of 100 it II•ud to M PmNtlyd D7 flue) '.`' - � . amnion' and flood hued fauon no.deltrmrea, . Ae . . - /rewUian glNm Mdlf ran111Vt1 Onf Aaa tad -,e. ■ AYA M1I.r•rINhd 01 aN 10PFns D.d sou 1C4 i )/Y�Vriles Yew rosiMl4t4W 146.1 _ _ — '� _ Ili roe A..ry'a tam lead a.n r• 1 sze Pt • . - - " -t at fwInsp.04At4M na1 h ldaM% .I- .. 'r � .wLr u.w wW bleyolaot•w t..- N �.wa-�, _ - , l. '_r 01 D Neq oll ulHMlo4'M.i, Dd P'oWDIet111oo0 hu..d'. V Mu of IOOYea' tonal flood whh vdoMy (woe 'ek • I � � 7 - I? t nom delft anmdo'ddraUom and Good htudfuton, •L - ` .Yej /f - / - L. -�I V1N70 Area al 1DONei thou. flood wuh nlodl7 fwnc {„`r�' - % - - FI�Y rJ 1 rtt.l :rot i 1i 's ti, anon); Ineeatnandntarumrdnnmmda[lon e •\ .. _ 4:... .fre ' `'y r •4•1`1 f•T \� V ( F! t 1L• ., alS• r :E ,' 9 • :. a rt(t . aka wo7ntontali�' nrtfT • {{ {,r•- ♦ �hYc is �atl •.a • • Yes �sao1. .f,t! / e\�,v• / \�f .,.ii'Lt: y �•H•Yt:•f,i 14••-:: ` Jif •• V •w•i 4.' ':v • Cul YliteDllNke!/eejelRnedlyaa'dmu(aur�t.>.and V) ' r; . . v !r • s 'ti �) i• a PO 4Z ••'A- a wanrnrNthlw.dcrawtr.awenS • �;�a, ,not1 /�j 1 _ • Ll • Q �.A, r •�1•�c. • �. 'it''ll?' IRh Y Mr MN tr.•/we Motu tNF:R dada n«note.• "+' i�rr.~ ~.'1 �• .-,,�T; i 10 • :� t��'"� ' "} \,• ' /�/ •s.rtes aNh/a 1P I1PfdMIt M lfw wnn'41ry V^J ,4' 'h�1' . • !��'�', r.�:' P ) t'1. . •• W Wentarwld•aPot'Y Aart Arad alto. J. 1 t - wail - _ M Index To MaY: A '11 / e. ' . '!r+�a. 1.A. {• t J IV wM far1A w tltfwtlV/FM P • 7i 1a ;?- E Irani St?. - - _ _ .. _ t -s..t_.♦a..era.-atra�w�aPtSk f.� nF E9 1nr 10 f } '/ � tl' l�l 11.JP„IN ' . - t ..w--••-„ -- a•%win j . tl. 1&{. f ,. -. • •• �'I - INITIAL IDENTIPIDATION, .. '' •l. . '.,/7e1T/` a ."•�1 ati . ,.1.`T.1` MARCH 71.1978 - 1 • T''', , - t � 1• -• •\ '`• FLOOD NAY.,AO souHOAnT MAP nlvwlOra: �' • . mod, • _ /. FLOOD INSttrAHCE AATt MAP[Pettily!. • MARCH 18. 199D r 1, • ROOD INSURANCE RATES.).nEVMIONP. / . 1 Hit: -- - � •- - . 'I CEP1uaem2tL Ifa2 .Purl ra40V r rdloa F.E.MA S.bloat_ _ ... i :.-:..,„12 •• P,...•v f I • - eill...H. 1I.[ ii. • " r': 01 ZONE C _ Pa 1 .3-aP1 4�S Y 7r • ai i 1 1. l.,�f♦a. r •/ / - 7. . A. • •I J 11/:.: 1 la'• t rT I •, 1- • ' . ' 1 , .°Arad �-.' ' ..".. :-.171'''''''777`:-.--- T ai _ I , . {I • • 1 i'• -y{ y ::1 _ "l. H.; • - .. t ,J • • If if i� '� I • •lad M1 C. I' a . w ti a 1-. I „• •' r To taming tom, H Road Slut .. Is bridalsaU In ION cemn'unItc. - -r /' ♦ .. ton l 7wr M,WMa 1074 at call the NatoNi Flood famines C 'r + p l / •,. , .1 l -�•,? Pw3re•1 41900)631.6620- . , .ja •r f , r/-' ( ♦Tam, !t . _ r ' • .. City of Greeley 4: .•'r I { • ‘,1-.•-•".., , p - I •` , AREA NOT INCLUDED ELEVATIUN REFERENCE MARKS •) ' t 1 atTl at%tt FL VA 770N ' 7 •.. • ''', ''-••>' ' _ •. ' - t' r ♦ ;•• 1 r ' INi:g\. MARK (FT.HGYD1 DESCRIPTION OF LOCATION ` a/ r • a+ !` a r t r IMO 4637.67 Cdordo Sub.11W.et►..A wM.al w•MI$4144 M VI Ma r• ' ')a4��1 J!>' 'I C.•-5 a•. . , /'i d j. f•' •� /'.'L •\•' •41• ,+ �, APPROXIMATE SCALt %.Mt ova et.Saab Mau River Mom Mt U5340yoao.ttno �• • 7 tt' \r 7-'4'474 ti- t' j•7 • '-'a ' v •! :1:- • - Ia d /QOFFET ws•Msl.rn.a ': y'. r � -... !'r. �•� jrtlt�s ,,` \ . f (' r`- • L, t'MO4 24 Cmnrab Sou H.Ee.wry bench mu.t JiJ un the ad cTJ ul Iles T.-•i i t a •'P�.r r41 Ili •�� t 1' j i)-. . 4 ' {•.t, �l/8F` •p! • ' • ?` ) !1 b'Mt.ume dm Suulh PUtn RIn.dory dH US-3a 2YN1. I-II# •J'1. 7 l de• t�y� t .lT '}i� 1 \t a 'IL.�..r I.'.I \'' /r - .rMWt170.}Lf1. Md ;•/- Y 't2 /.• • S ?{�tau/ •I,r) LL + ii�l aa•• a2.��I11 "li .' 1 aa•s~• Lti'yl.��' 'erect.'•'r � :'F '>i?F I „ •y OM agate Nea h akF:'t n We nil c+l of tn•tr0.1 sada.I cm do midi • 'A a,7 A� r t ..11•,.., ” } _. •J �6 • -', •k, , 1 _ ammo,:o/ U S 11 Iw 1a,EvaWahrd by Gin % •• �/ :s. r • • • .flr, i + �. t`• a 1 •6d F Y setr Nrwtaa. v '.4* j•, `i: :.l e,l r7 ,L� M1itT. �, /;.1{•Y r: l:.) a a • --a lat. ! t ! Cr.. ' .- 1,f Lml .. • e, aka•a T i Tani "j 1 y . S '; �' NATIONAL FLOOD INSURANCE PtOGIIY Rifle a 927.22 Nos k Psr.n A ll..Fw w of ass swim t ak+6 t•.NW ie ��'f� ,1•i{.a1�.-. /y"r • •'`t i' 1•• tad•.•so Z1•• s,,, Y• i 7-+,��t: y •� - •-:644 �\, t ` .I .j .m. • • - „a 1I 1 tN.alR.d.taLedeF.d►.VwaF.A.ere«a.h.L. t , •. �. r. It a{r,. fa _I' •r •:�- , d..• qv r rt r. . n- H't+p 'I wall Of 'W Uf. GStettin. / ��ti *lad • /. •.'I F )! a•♦ •f t ' T._ ) „ �.. LI' ,1 , eobskal t CfMI tap s.an Pea 16.1•cm of Cn.hq. N i r . r. t ..ten 10 "1'01/'- \ !' r�C l !l'_�•I //// 1♦ r1'e 1�!F 1'} v, ! , it 00��■. OS Iutf G.o•c Cemaeq.0.7(Out♦Our.V'c(lawn. J/ •u'i .• )•i<- ix }( • ell :,e 1#:. _ •)11 + r• •i1 - - V -J.r_� r FIRM /1/.. '�"'7 • a l?\• `iL' J1Ir '`• If'� l' \ ' t 1 i- t . .� 1 n t C � r ot 1 - ' 1 a,,p .,,Yt F•,'ntt . ! • .' 1 t ;Li3r{r. a:.- • ; i! • FLOOD INSURANCE RATE MAP —no of C 1 = },>lr• , - '" Itia• S— _ 11 �. ; a -; T ' • a t ' • APIA 1St a WELD • L 1 r a� IT 16 ./ ' < COUNTY, • : • •� ,a <a F lad COLORADO ,'y/ 'a j� . . • - '}h� l •a� tit�;rttr :-. - /` .f 'Z41'IEC • - . I 1 UNINCORPORATED AREA y ..• 4 }•, y1 reR'• RI):alt . ,'' U:„Zvi,x j •r•41 ;1f it. ... Stf? 4C 1 '' , . ♦ � ., �L. 4TS' ► . �fr`y ,-y_• ' •f: °� `• i lill PANEL 637 OF 1075 1.%.i fw•}4 7 • 0..r bEE MAP INDEX FOR PANELd NOT PA laical a \ e.... x•44 1 •'/1 • •y47 � K tom ' tr•`^I - ail y + .r . Jam` 1i. fJ, "- i,- i1"rt~i. - .T M \. ''. \rot '' •\ '! ZONE C •-.. •. •'n4 r\ti-0 II. 11 / :.4'..,4:145.10.4-I- a r • qr. .. is • / }a.M1C .tj.1•A• f7,•• I. ,` t+I,y • I COMMUNITY•PANEI NUMBER '� 080266 0&37 C ;\ ZONE "'I . MAP REVISED: tJ, A. te, .___., �— r� �.-y.---*_ 'vx�EPTEh1BER 280 198? � � - i I Wool elftdfhsyr►neo II Q01flf01t 1.1.11 _'c. - . . _ . - —_— — —_-' 1 r•Fometr rwFwFeererwNF • • MICHAEL BAI R JR. INC 'E++•FRAME- 4 APPENDIX III (Stuffer Envelope) Existing Conditions Plan (for historic conditions and historic drainage data) Drainage Plan Erosion/ Sediment Control & Water Quality Plan Details (Drainage, Erosion Control and Water Quality) CERTIFICATION OF COMPLIANCE ENGINEERING DESIGNED TO WELD COUNTY CODE STANDARDS AND CRITERIA 1 Brian W. Shear, P. E. . , Consultant Engineer for Enemies Services ("Applicant"), understand and acknowledge that Applicant is seeking land use approval of Use by Special Review Permit (PER14-0150) ("Application") for the property described in the attached Exhibit "A." I have designed or reviewed the design ("Design") for,the proposed land use set forth in the Application. I hereby certify, on behalf of Applicant that the Design will meet all applicable drainage •uirements of the eld County Code with the exception of variance(s) described below. This certification is not a to ntee or warrant ' ithe, expressed or implied, (Engineer's Stamp) ° ,• \N F I C4O• �� '�.- ; Wadi c o ;• � N •. 0 e Brian W. Shear, '° . . Q 20262 m laz s Shear Engineering orporation 4836 S. College Av ne ie— Suite 12 ••.,• ,•.•��w ; Fort Collins, Colorado 80525 ((("))) ..o‘li (A�V`��JJ (970) 226-5334 VARIANCE REQUEST 1) Describe the Weld County Code criteria of which a variance is being requested. 2) Describe why it is not possible to meet the Weld County Code. 3) Describe the proposed alternative with engineering rational which supports the intent of the Weld County Code. I understand and agree that the intention of the Code is to reduce impacts of development on neighboring downstream properties and the public. I understand if this variance request is approved it is not precedent setting and is based on site specific constraints. Planning Director Approval indicated when signed by director or appointee: Planning Director Name Signature Date of approval_ 1/13/15 Hello