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Home My WebLink About20193894.tiffSITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL REVIEW (USR) APPLICATION OR PLANNING DEPARTMENT USE RECEIPT/ AMOUNT # 1$ _ APPLICATION RECEIVED BY DATE RECEIVED 4/26/19 CASE # ASSIGNED: USR19-0035 PLANNER ASSIGNED DA Parcel Number 120719001005 Legal Description: Lot 5 Bohrer PUD being part of the S2 NW4 Section 19. Township 3. Range 68 West of the 6'r P M , Weld County, Colorado Zone District: Agricultural Total Acreage 19.84 Flood Plain: No Geological Hazard: No Airport Overlay District Nc FEE OWNER(S) OF THE PROPERTY Name. Kermit O Bohrer Trust do Kermit Bohrer Address: 14761 CR 3 Longmont. CO 80504 CONTRACTED TO PURCHASE PROPERTY Name: DVM Burros LLC do Natalie Malherbe Work Phone#• 970-324-0224 Address. 1521 Dove Haven Lane Berthoud. CO 80513 AUTHORIZED AGENT: Email Address docmalherbe@gmail corn Name. Sheri Lockman, Lockman Land Consulting. LLC Phone#' 970-381 -0526 Email Address sherilockman@wnat-wirecom Address 36509 CR 41 Eaton. CO 80615 PROPOSED USE Veterinary Clinic I (We) hereby depose and state under penalties of perjury that all statements, proposals. and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge Signatures of all fee owners of property must sign this application. If an Authorized Agent signs. a letter of authorization from all fee owners must be included with the application. If a corporation is the fee owner. notarized evidence must be included indicating that the signatory has the legal authority to sign for the corporation /7 in/f /gm/0 Natalie Malherbe Date Document must be filed electronically. Paper documents are not accepted. Fees & forms are subject to change. For more information or to print copies of filed documents, visit www.sos.state.co.us. TT -Filed Colorado Secretary of State Date and Time: 09/28/2017 02:41 PM ID Number: 20171737788 Document number: 20171737788 Amount Paid: $50.00 ABOVE SPACE FOR OFFICE USE ONLY Articles of Organization tiled pursuant to § 7-80-203 and § 7-80-204 of the Colorado Revised Statutes (C.R.S.) I . The domestic entity name of the limited liability company is DVM Burros, LLC (The name of a limited liability company must contain the term or abbreviation "limited liability company". "lid. liability company". "limited liability co.". "ltd. liability co.", "limited", "tic.", "11c". or "ltd. ". See §7-90-601, C.R.S.) (Caution: The use of certain terms or abbreviations are restricted by law. Read instructions for more information.) 2. The principal office address of the limited liability company's initial principal office is Street address 1521 Dove Haven Lane (Street number and name) Mailing address (leave blank if same as strcct address) (Street number and name or Post Office Box information) Berthoud (City) (Province - if applicable) CO 80513 (State) (ZIP/Postal Code) United States (Country! (Cityt (State) OP/Postal Code) (Province — if applicable) (Country) 3. The registered agent name and registered agent address of the limited liability company's initial registered agent are Name (if an individual) Malherbe or (if an entity) (Caution: Do not provide both an individual and an entity name.) (Last) Natalie (First) (Middle) (Suffix) Street address 1521 Dove Haven Lane Mailing address (leave blank if same as scree( address) (Street number and name or Post Office Box information) (Street number and name) Berthoud (City) CO 80513 (State) (ZIP Code) ARTORG_LLC Page 1 of 3 Rev. 12/01/2012 (City) e following statement is adopted by marking the bar.) The person appointed as registered agent has consented to being so appointed. Co (State) (ZIP Code) 4. The true name and mailing address of the person forming the limited liability company are Name (if an individual) or (if an entity) (Caution: Do not provide both an individual and an entity name.) Malherbe (Last) Natalie Ells:, (Middle) (Surtx) Mailing address 1521 Dove Haven Lane (Street number and name or Post Office Box information) Berthoud CO 80513 (City) (State) (ZIP/Postal Code) United States . (Province - if applicable) (Country) (If the following statement applies, adopt the statement by marking the box and include an attachment) The limited liability company has one or more additional persons forming the limited liability company and the name and mailing address of each such person are stated in an attachment. 5. The management of the limited liability company is vested in (Mark the applicable box.) 11,51 or one or more managers. the members. 6. (The following statement is adopted by marking the box.) O There is at least one member of the limited liability company. 7. (If the following statement applies, adopt the statement by marking the box and include an attachment) U This document contains additional information as provided by law. 8. (Caution: Leave blank lithe document does not have a delayed effective date. Stating a delayed effective date has significant legal consequences. Read instructions before entering a date.) (If the following statement applies, adopt the statement by entering a date and, if applicable. time using the required format.) The delayed effective date and, if applicable, time of this document is/are (mm/ddhyyy hour: minute am/pm) 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. ARTORG_LLC Page 2 of 3 Rev. 12/01/2012 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. 9. The true name and mailing address of the individual causing the document to be delivered for filing are Cutler Trey (Last) 1516 Eto Circle (First) (Middle) (Suffix) (Street number and name or Post Office Box information) San Luis Obispo CA 93405 (City) (State) (ZIP/Pastal Code) United States . (Province - f applicable) (Country) (If the following statement applies. adopt the statement by marking the box and include an attachment. ) This document contains the true name and mailing address of one or more additional individuals causing the document to be delivered for filing. Disclaimer: This form/cover sheet, and any related instructions, are not intended to provide legal, business or tax advice, and are furnished without representation or warranty. While this form/cover sheet 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/cover sheet. Questions should be addressed to the user's legal, business or tax advisor(s). ARTORG_LLC Page 3 of 3 Rev. 12/01/2012 DEPARTMENT OF PLANNING AND BUILDING DEPARTMENT OF PUBLIC HEALTH AND ENVIRONNMENT 1555 NORTH 17TH AVENUE GREELEY. CO 80631 AUTHORIZATION FORM FOR BUILDING. PLANNING AND HEALTH DEPARTMENT PERMITS AND SERVICES I, (We), Natalie Malherbe , give permission to Sheri Lockman, Lockman Land Consulting. LLC (Owner - please print) (Applicant/Agent - please print) to apply for any Planning, Building or Health Department permits or services on our behalf, for the property located at: Legal Description: Pt. NW4 of Section 19 , Township 3 N, Range 68 W Subdivision Name: Bohrer PUD Property Owners Information: Lot 5 Phone: 970-324-0224 E-mail: docmalherbe@gmail.com Applicant/Agent Contact Information: Phone: 970-381-0526 E -Mail Block sherilockman@what-wire.com Email correspondence to be sent to. Owner Applicant/Agent x Both Postal service correspondence to be sent to: (choose only one) Owner Applicant/Agent x Additional Info: Contracted to purchase property ti, Date: �o1 Q QUESTIONNAIRE 1. Explain, in detail, the proposed use of the property. The applicant is hoping to construct an animal veterinary clinic on the site. All animals are brought to the site in carriers or on Leash The only outdoor operation on the site is a small area south of the clinic. The area is surrounded by a privacy fence where dogs will be taken for short periods. one at a time. on a leash as needed. The applicant is also asking for a building sign in addition to the free standing sign. Cambridge Animal Hospital specializes in small household pets. primarily dogs and cats. with the occasional farm animal DVM Burros LLC also accepts rescue farm animals occasionally. These will be pastured on the east side of the property. The rescues are usually burros and number no more than 5. The number of rescue animals will never exceed the numbers allowed or the type of farm animal permitted in the agricultural zone district. The site has an existing oil and gas facility that was constructed in 2014. This application does not address this facility which consists of 15 Tanks, 9 separators. 5 water tanks. 3 vapor recovery towers. 6 vapor recovery units, 13 combustors. 5 buffer vessels. 1 scrubber and 9 meter runs 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. Sec. 22-2-20. - Agriculture goals and policies. G.A.Goal 7 County land use regulations should protect the individual property owner's right to request a land use change 2 A Policy 7.2. Conversion of agricultural land to nonurban residential, commercial and industrial uses should be accommodated when the subject site is in an area that can support such development, and should attempt to be compatible with the region. The area surrounding this site is transitioning Larger agricultural properties nave been subdivided into smaller lots used primarily for residences with limited agricultural activity_ A USR for a commercial landscape business lies just south of Bohrer PUD. The Town of Mead has annexed property less than 74 of a mile southeast of the site which is zoned for residential and commercial uses. The proposed veterinary clinic has been designed to maintain the rural character of the area. Screening of the parking areas has been included. The lot can be served by public water and has an adequate access from County Road 1. 3 A. Policy 7.3. Conversion of agricultural land to urban residential, commercial and industrial uses should be considered when the subject site is located inside an Intergovernmental Agreement area. Urban Growth Boundary area, Regional Urbanization Area or Urban Development Nodes.. or where adequate services are currently available or reasonably obtainable A municipality's adopted comprehensive plan should be considered, but should not determine the appropriateness of such conversion The lot lies within the Mead and Firestone Intergovernmental Agreement areas. Notices of Inquiry from both towns are attached to this application. A.Goal 1. Respect and encourage the continuation of agricultural land uses and agricultural operations for purposes which enhance the economic health and sustainability of agriculture. Although the primary animals seen at the clinic are household pets, farm animals will be occasionally treated at the site. 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. Lot 5 is zoned PUD/Agricultural. Sec. 23-3-40 B.5 allows for agricultural service establishments primarily engaged in performing agricultural, animal husbandry or horticultural services on a fee or contract basis, including Veterinary clinics or hospitals with the approval of a uses by special review within the Agricultural zone district. 4. Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. The properties is surrounded by residential lots of similar size or smaller. The lots to the south are within Bohrer PUD and have estate zone uses. Lots to the north and east are zoned agricultural The properties to the west lie within Boulder County and are zoned agricultural. All of these lots are primarily used for residences with limited agricultural uses. The Town of Mead has annexed property within 1,300 feet to the southeast of the property which is zoned for residential and commercial uses. Dogs will not be housed outside so noise should not be an issue. The clinic has been designed to maintain the rural character of the area. Landscaping has been added to screen the parking areas from the surrounding residences and County Road 1. Traffic will access the site from a paved County Road which will address issues regarding dust. The clinic does not have any bio hazards that would cause concern. 5. What are the hours and days of operation? The business will be open to the public from 8:00 am to 6:00 pm Monday thru Friday and from 8 am to 12:00 pm on Saturday. Normally staff will be on -site between 7:00 am to 7:00 pm. Staff members may visit the clinic outside of work hours to check on sick or injured animals. The applicant is requesting that staff members be allowed access to the site 24 hours a day. 7 days a week. 6. List the number of full time and/or part time employees proposed to work at this site. The clinic will have up to 12 employees. 7. If shift work is proposed include the number of employees per shift. Approximately 6 of the 12 employees will work at the clinic each day. 8. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. The clinic will have up to 12 employees (6 per day). up to 40 customers per day and occasional deliveries. 9. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. The clinic will see up to 40 animals per day These animals mostly consist of dogs and cats. 10. Describe the type of lot surface and the square footage of each type. (e.g landscaping, dirt, grass, buildings) Landscape/grass Road/parking area Building Oil and gas facility 612,309 +/- sf 38,618 +1- sf 5.000 +l- sf 199,652 +/- sf asphalt, gravel, 11. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? 28 parking spaces are planned for the clinic. One ADA parking space has been designated on the west side of the building. 12. Explain the existing and proposed landscaping for the site. The closest homes to the proposed clinic lie directly west and south of the site. These three homes have a significant number of trees to help screen them from the clinic. Additional Austrian Pine trees have been added along the southern boundary to add additional screening. Lilac bushes will be planted around the parking areas as needed. These bushes should screen the parking lots from the surrounding properties and ensure that headlights will not shine on the County Road or adjacent homes. 13. Describe the type of fence proposed for the site (e.g. 6 foot chain link with earth tone slats) A privacy fence will be placed around the trash enclosure and a small area south of the clinic. Dogs will be taken to this area one at a time on a leash as needed. The eastern portion of the property will be fenced with a typical wire fence to contain the occasional rescue animal. 14. Describe the proposed screening for all parking and outdoor storage areas. There is no outdoor storage. Lilac bushes will be planted around the parking areas as needed. These bushes should screen the parking lots from the surrounding properties. The privacy fence will be extended east from the trash enclosure to screen the north side of the east parking lot. 15. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. the clinic has been designed to resemble a building commonly found in an agncuiturai community and could be converted into a single family dwelling. 16. Who will provide fire protection to the site? Mountain View Fire Protection District 17. List all proposed on -site and off -site improvements associated with the use (e.g. landscaping, fencing, buildings. drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. Clinic Parking lots Landscaping Fencing Drainage Construction will begin upon approval of the Use By Special Review. Engineering questions: 1. Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) There will be approximately 40 passenger vehicle round trips per day 2. Describe the expected travel routes for site traffic. Most traffic will be from the south from State Highway 66 along County Road 1 The remaining traffic from the north along County Road 1 does not have an obvious route. 3. Describe the travel distribution along the routes. Approximately 70% of the traffic will be from the south of the site and 30% will be from the North along County Road 1. 4. Describe the time of day that you expect the highest traffic volumes from above. Peak traffic will be at the beginning and end of the work day when staff member come and leave the site Traffic from customers will be steady throughout the day. 5. Describe where the access to the site is planned. The applicant is proposing to utilize the existing access to the site from County Road 1. Access permit AP13- 00165 was approved in 2014 for the existing oil and gas facility. The access was constructed for large trucks making it more than adequate for the passenger vehicles that will be visiting the clinic At the pre -application meeting the Department of Public Works representative indicated that the applicant should research the possibility of accessing from Sandra Jean's Way which is the interior road to Bohrer PUD. Bohrer PUD does not have an active Home Owner's Association so the applicant contacted each of the lot owners individually. Letters from the neighbors are included with this application_ None of the neighbors not the applicant support the use of the interior roadway. It does not make since to add the additional traffic to a residential, gravel roadway when a much more suitable alternative is available. 6. Drainage Design. A. Which exception is being applied for and include supporting documentation. No exception is being applied for B. Where the water originates if it flows onto the property from an off -site source Borrow ditches on either side of County Road 1 route off -site flows from the west around the site. A drainage swale on the north side of the access road, on the north side of the site, directs runoff to a culvert under the driveway Runoff is then collected in a defied drainage swale on the east side of the site that allows drainage from the site and property to the north ad areas east of the site to pass through C. Where it flows to as it leaves the property The water drains to the south to Union Reservoir. D. The direction of flow across the property Please refer to the attached Drainage Report E. If there have been previous drainage problems with the property None that are known of. Environmental Health questions 1. What is the drinking water source on the property? Water is provided by Longs Peak Water Distract A copy of the Districts can -serve has been attached to this application 2. What type of sewage disposal system is on the property? The clinic will be served by a septic system A permit will be applied for at the time of construction 3. If storage or warehousing is proposed. what type of items will be stored? N/A 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. N!A 5. If there will be fuel storage on site indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. NA 6. If there will be washing of vehicles or equipment on site indicate how the wash water will be contained. N/A 7. If there will be floor drains indicate how the fluids will be contained. N/A 8. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) N/A 9. Provide a design and operations plan if applicable. (e.a. composting, landfills, etc.) N 10. Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.) N/A Building questions: 1. List the type. size (square footage), and number of existing and proposed structures. The proposed Animal Clinic will be 5.000 square feet. A small agricultural shed may be constructed for the rescue animals. The exact size has not been determined but is expected to be no more than 1.000 sf. The site has an existing oil and gas facility that was constructed in 2014. The facility consists of 15 Tanks, 9 separators. 5 water tanks, 3 vapor recovery towers. 6 vapor recovery units, 13 combustors, 5 buffer vessels, 1 scrubber, 9 meter runs. 2. Explain how the existing structures will be used for this USR? This application will not affect the oil and gas facility on the site. There are no other existing structures. Existing Access from County Road 1 Looking North Looking West Looking South Homes to the West Home to the south l SW Perspective 1 r.J West Perspective 2 1CNF COMMERCIAL DEVELOPMENT 1 CAMBRIDGE ANIMAL HOSPITAL COUNTY ROAD I WELD COUNTY. COLORADO Pkr)JECI II I?IJ7 0?AWD4C IInt :it) Ir.opylr OM U 12/11/IS DRAWN; ' 1'6 04400. P4 154.k.4 J 4rri et RNN?. 6M '..hlenllen two, awn ainned.q.r01 COPIIIrned meealaI .W0.ftl Paf/oe•cro' YAhr n11 aka, i. rel penned MIK& qe en CCn.Ia laanal. Ceder *out aaccse =Km 4.1.010,OBAIWIE .�.„M: t#%GWilt et, WM; L ODESTOUF �` r DESIGN i GROUP Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 9/27/2018 Municipality with CPA or IGA Firestone CPA Name of Person Inquiring Natalie Malherbe Property Owner Kermit O. Bohrer Planner Diana Aungst daungst@weldgov.com Legal Description Lot 5 of Bohrer PUD Parcel Number 1207-1900-1005 Nearest Intersection CR 1 and Type of Inquiry PRE18-0273 Vet clinic The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to discuss development options on this site. Visit Chapter 19 of the Weld County Code for specifics on your agreement. Weld County Comments Do you wish to annex? Name/Title of Municipality Representative Marty Osthoithoff - Town of Firestone Planning & Development Municipality Comments The subject property is not currently within the Town of Firestone's "Growth Planning Boundary." n1 1 1•` H A Signature of Weld County Planner • ,\ ‘(n is 1 Signatur of Municipality Rqpresentative Please return the signed form to Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 ^ (970)304-6498 fax �/ ! )i a n!!li i . 'Aril j.#1-` -' r c•. r Nn 'Irn nt Inn! 4 n r1/ 1 'L ;..r i.. i L ti i i ; I IOr�lli •c� iii l:Ciiitr i'l Date of Inquiry 27/.2018 y. +. rt it l PA or ICA Name of Person Inquiring Mead I _ _. _. r• A Natalie iviatnerue Property Owner Frr iI Platiiier i..eeai Descriptinn Parcel Number Nearest tntPrsecti rt I _ t tiMiand K --hi' •'J. u tic•= Diana Aungst ciaunest' +.w:•eldonv corn Lot 5 J1 ioiire2 Puu nn vC' Type of Inquiry � P •- • l{ O f r - vet imir The above person inquired about developing a property inside your designated CPA or IGA boundary. This person has been referred to community by Weld County Planning to ciictu:S development ootionc nn thic cite Vicit 111ciiiici u s LI4 tine VYeiu CuL I Ly L1 uc Wer 3t.ir C ;it.3 oil yuw Gt•;ieement. WAlpin County Cotllrireiin• . ti0 you with to annex? •.i ire .:L•r::-. •r .._r... -1.. r.lmrne n.tC T i.niiah Fett►g Planner I tome. -t r:i ; Stdra►lire, of V'lefri (nunty planner i I S!pncttira of Municipality Representative Peace return the signed form to v.cli: tV�iiiy r'ia•liiliia uej of iilrCrl� 1SS5 N 17"' Avenue. Greeley. CO 80631 3'0; 353 6100 A3540 t31u)3;04 6498 fax l J 7 i ra, 39 Northwest 1/4 Section 19 Township 3 North Range 68 West of the 6th PM. DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS 1. DECLARANT. The declarant in this Declaration of Covenants, Conditions & Restrictions is hereinafter referred to as "Declarant." 2. RECITALS. WHEREAS, Declarant is the Owner of certain property in the County of Weld, State of Colorado, which is more particularly described as Lots 1, 2, 3, 4, and 5, a map of which is recorded in the office of the Clerk and Recorder of Weld County, Colorado. WHEREAS, Declarant desires and intends to sell or transfer the properties described above, and to impose upon said properties mutually beneficial covenants, conditions and restrictions under a general scheme or plan of improvement and development to enhance the value, desirability, attractiveness and salability of such Lots and for the benefit of all the lands in the development and the future Owners of those lands. THEREFORE, Declarant hereby declares that Lots 1, 2, 3; 4, and 5 shall be held, sold, conveyed, used, improved, occupied and resided upon in conformity with and subject to the following easements, restrictions, covenants, charges, assessments and liens which are for the purpose of protecting the value and desirability of, and which shall run with, all the real property in the development and be binding on and inure to the benefit of all parties having any right, title or interest in any of the Properties or any part thereof, their heirs, successors and assigns. 3. DEFINITIONS. When used in this instrument, the following definitions shall apply: 3.1. "Declarant" or "Declarants" shall mean and refer to Kermit Bohrer, his §uccessors and assigns. 3.2. "Owner" shall mean and refer to the record Owner of a fee simple title to any Lot which is a part of the Properties, including contract sellers, but excluding those having such interest merely as a security for the performance of an obligation, and excluding Declarant. 3.3. "Properties" shall mean and refer to Lots 1, 2, 3, 4, and 5. 1111111 11111 11111 III! milli ii1011111111111 i0.;i �i a ei�easoae�ee2�o Weld County �k.:ia of 11 equipment/machinery, motor bikes or any other equipment shall not be kept on any Lot or 4bout the premises except in an enclosed building or area. 5.8. Temporary Structures. No structures of a temporary character, trailer, basement, tent, shack, garage, barn or other outbuildings shall be used on any Lot at any time as a residence, either temporarily or permanently, except during a six-month construction period when a single -wide mobile home shall be allowed. 5.9. Signs. No sign of any kind shall be displayed to the public view on any Lot, except one professional sign of not more than one square foot identifying the Owners or lessees of the property; one sign of not more than five square feet advertising the property for sale or rent, and signs customarily displayed by builders during the construction period of the dwelling, and such other signs as may be approved by the HOA. 5.10. Oil and Mining Operations. ' No oil drilling, oil development operations, oil refining, quarrying or mining operations of any kind shall be permitted upon or in any Lot, nor shall oil wells, tanks, tunnels, mineral excavations or shafts be permitted upon or in any Lot. No derrick or other structure designed for use in boring for oil or natural gas shall be erected, maintained or permitted upon any Lot. 5.11. Livestock and Poultry. No cattle, sheep, goats, rabbits, poultry or animals of any description or kind shall be allowed with the exception of two horses, household animals such as dogs and cats and they shall not be allowed to make objectionable noises, cause noxiou's odors, flies, insect 'pests, pollutant runoff, or otherwise constitute a nuisance, annoyance, or inconvenience to, or disturb the peace of, residents of the development. No dogs shall be allowed to leave the Owner's property unless under the complete control of the Owner. Animal maintenance shall also include the removal of manure in a manner that will prevent nuisance conditions. 5.12. Building Location. Subject Ito the minimum distances required by Weld County regulations, as from time to time may be amended, every building, structure sr other improvements shall be located in accordance with the followingirescribed distances from Lot lines and shall( be located within the attached building envelope drawings for each lot: A. Front set back at least 50 feet from Lot line. B. Rear set back at least 50 feet from Lot line. C. Side yard set back at least 50 feet from Lot line. Page 4 of 11 111111 11111 111111 11111111111 11 111 III Hill 5P Weld County CO 4 of 12 R 61.039 0 � D 69600�JP Suki Tsukamoto Roofs, eats and porches may not overhang or encroach upon any set -back requiremf nt. The HOA may, in its sound discretion, grant variances of these set- back requ .rements. 5.13. Gai bage and Refuse Disposal and Lot Maintenance. Each Lot at all times shall be k :pt in a clean, sightly and wholesome condition. No trash, litter, junk, boxes, coi tainers, bottles, cans, implements, machinery, lumber or other building materials ;hall be permitted to remain exposed upon any Lot so they are visible from any ieighboring Lot or street, except as necessary during the period of constructi )n. Each occupied Lot shall at all times be kept clear of excessive weeds an( other unsightly growth, and the same shall be forthwith removed from the Lot b' the Lot Owner upon demand of the HOA. After a residence has been cons trusted on any Lot, the remaining unpaved portion of the Lot shall promptly )e planted to grass or other vegetation or left in native vegetation or covered v ith decorative materials, and maintained in that condition, so as to prevent tl e blowing of dust and dirt from the exposed soil. In the event any structure s destroyed, whether wholly or partially, by fire or any other casualty, said strut ure shall be promptly rebuilt or remodeled to conform to this Declaratic ►n or all remaining portions of the structure, including the foundations, and all de bris, shall be promptly removed from the Property. All types of refrigeration, cooling or heating apparatus must be concealed in a manner which has the pi for written approval of the HOA. No garbage or trash cans or receptacle s shall be maintained in such a manner that they are exposed to the view of pi ssersby on a public street or highway. 5.14. Moped -in Structures. No structure shall be moved from a point outside the real property hereinbefore described to within the real property hereinbefore described without special written permission from the HOA as hereinafter provided. 5.15. Construction Period. Any building construction must be started within 24 months 01. lot purchase. No building may be occupied until the exterior is completed and painted and final Lot grading relating to construction is , complete( I. 5.16. Lai dscaping. The landscaping, including trees, shrubs, grass, rock work, etc., upon each Lot and around the improvements thereon shall be equal in cost to at lease 5% of the total construction costs for the primary residence and outbuildings upon the property and such landscaping shall be installed within one year from the date of completion of the single-family residence or outbuilding constructed upon the premises. Page 5 of 11 1111111 11111 111111 mi milli 1111111111 11111 2695839 05/25/1999 12:25P Weld County CO 5 of 12 R 61.00 D 0.00 JP Sukl Twkameb 5.18. Home -Owners Association. The HOA shall be composed of three (3) members or their designated representatives, successors or assigns. Each of the five (5) Lot Owners shall have the right to cast one vote in electing the HOA.1 The members of the HOA shall consist of the lot owners. A majority decision of the HOA shall be final as to all matters within the jurisdiction of the HOA. A majority of the HOA may designate a representative to act on their behalf and the decision of the representative shall have the force and effect of a final decision of the HOA. Service on the HOA shall be without financial compensation and the HOA shall not incur debt or expense on behalf of any Owner, except by express consent of the Owner or Owners thereby affected. The HOA's approval shall be in writing and signed by the HOA members, and no decision of the HOA shall be further appealable unless a good faith dispute shall arise concerning whether or not a particular proposed structure or improvement falls within the HOA's jurisdiction. Should a good faith dispute arise between the HOA and any Lot Owner regarding whether a proposed improvement falls within the authority of the HOA, the parties agree that no construction shall commence or continue following receipt of notice of the HOA's objection, unless and until the jurisdictional dispute is resolved and the HOA's authority is either received or a determination is made that the HOA's approval is not required. Should a dispute become unresolvable by informal means, the parties mutually designate the District Court of Weld County as the exclusive forum for resolution of all disputes regarding construction or interpretation of these covenants, although the parties may submit any dispute to mediation or binding arbitration by mutual agreement. 5.19. Architectural Control. No building, structure, towers, masts, antennas, satellite antennas, fence or wall (natural or artificial, including tall -standing trees and hedges), shall be erected, placed, planted or altered on any Lot until the construction plans and specifications thereof, and a plan showing the location of the structure or tall -standing planting, shall have been approved by the HOA as to conformity with these covenants, quality or workmanship and materials, harmony of external design with existing structures, and as to location with respect to topographic and finish grade elevation, and.effect effect on scenic view of adjacent landowners. Outbuildings larger than 2500 square feet with an eave height of higher than 12 feet and an overall height greater than 18 feet shall only be allowed subject to a majority vote of all property Owners of this development. No previously approved structures shall be substantially extended or substantially altered or modified without the approval of the HOA. 1'n— 6 of 11 I iniii nisi 111111 liii iiiiui 1111111111111111111111 liii 3�69SBli R361300 090.00 R Sukl isukamete Before any Lot Owner shall commence the construction, reconstructions, exterior remodeling, addition to or alteration of any building, wall, fence, garage or any other structure of any kind whatsoever on any Lot, such person shall submit to the HOA a complete set of plans and specifications for said improvements, the erection or alteration of which is desired, and no construction shall be commenced unless and until the final construction plans, specifications, elevations and a plan showing the location of structures, septic fields, drainage routes and access shall have received the prior approval of the HOA as hereinafter provided. Such plans shall include plot plans showing the location of the Lot or property and the location of the proposed addition, structure, wall, tall -standing trees or hedges, fences, yard lights, driveways, access roads, swimming pool, or other structure proposed to be constructed, placed, altered or maintained on the Lot, together with the proposed color scheme of roof and exteriors thereof. In order to avoid unnecessary hardships, it is mandatory that all Lot Owners contemplating such construction, or alteration, as mentioned above, shall submit preliminary drawings of such work to the HOA in order to obtain tentative action thereon before causing the preparation of detailed or complete drawings, plans or specifications, or incurring substantial expense in that regard. The HOA shall approve or disapprove, or approve in part, the final plans, specifications and details within 30 days and in writing after the date of receipt thereof. In the event that the HOA, or its designated representative, fails to ;approve, approve in part or disapprove the final plans, elevations and specifications within 30 days after such plans have been submitted to it, the HOA's approval shall be deemed to have been obtained by default, unless the HOA, by written notice by certified mail, return receipt requested, requests an extension of time to further study proposed plans and specifications, to obtain expert analysis or opinions, tests, data and other materials or advice which the HOA shall require. The HOA shall be entitled to one extension of 30 days' time for said purposes, after which approval will be deemed given unless the proposed plans and specifications are sooner approved or rejected. )fiLn the event any Owner shall commence construction without the prior approval of the HOA, the HOA shall be privileged to retain appropriate attorneys and commence suit to enjoin further construction, installation or improvements until approval shall have been obtained, and in the case of completed structures or improvements within the HOA's jurisdiction, the failure. to obtain prior approval shall be conclusive evidence of violation of covenant and shall render the offending Owner liable for damages, including mandatory relief requiring the offending Owner to dismantle, remove and eradicate all evidence of the unapproved completed or partially completed structure. In this context, n_-- of 11 1111111 11111 111111 liii iiiim 11111111111111111111111111 2695839 05/25/1999 12:25P Weld County CO 7 of 12 R 61.00 D 0.00 JP Sukl Tsukamoto "structure" shall be construed to mean any improvement for which the HOA's approval shall be required, as otherwise herein provided. Neither the HOA nor any architect, engineer or agent of the HOA, shall be responsible in any way for defects in plans or specifications submitted, revised or approved in accordance with the foregoing, nor for any structural or other defects in any work done according to such plans or specifications. No buildings or improvements previously approved for construction or placement upon any Lot shall be moved without the prior written approval of the HOA. 5.20. Enforcement. The HOA, the Owner or Owners of any Lots or any lawful representative may enforce the restrictions and limitations herein set forth by fine, assessment, lien, foreclosure as set forth by Colorado Statute Law, against any person or persons violating or attempting to violate any of said restrictions and limitations, either to recover damages for such violation or.to restrain such violation or attempted violation. In addition, the prevailing party shall be entitled to all reasonable attorneys' fees and costs in the event legal proceedings are necessary or brought in order to compel compliance with any of said restrictions and limitations. 5.21. Binding Effect. Each grantee of the properties included within this Declaration, by acceptance of a deed conveying any of the Lots of Properties, shall accept title thereto upon and subject to each and all of the restrictions, conditions, covenants and agreements herein contained, and by such acceptance, shall for himself, his heirs, personal representatives, successors and assigns, covenant, agree and consent to, and with the grantees and subsequent Owners of each of said other Lots, to keep, observe, comply with and perform said restrictions, covenants, conditions and agreements. Said restrictions, covenants and agreements are intended and imposed for the direct, mutual and reciprocal benefits of each and all of said Lots and outlots and subsequent Owners thereof, and to create mutual and equitable servitudes upon each of said Lots and outlots in favor :of each other Lot and outlot, and reciprocal rights and ,obijigations and privity of contract and estate between the grantees of said Lots,] their respective heirs, successors and assigns. e.5.22. Waiver. Any variance, waiver or elease of these conditions and restrictions granted by the HOA or any acquiescence or failure of it to enforce any violation of the conditions and restrictions herein, shall not be deemed to be a waiver of any of the conditions and restrictions in any other instance. The HOA may, by its signed written instrument, waive, release or vary any provision of the within protective covenants as they pertain to any part or all of the Lots encumbered, which waiver, release or variance shall be effective as to all parties otherwise entitled to enforce the within protective covenants. No member of the Page 8 of 11 1111111 uui iiiiii iiii iiiiiii ii uiiiui iii nisi iiii ini 2695839 05/25/1999 12:25P Weld County CO 8 of 12 R 61.00 D 0.00 JA Suki Tsukamoto HOA shall have any liability whatsoever to any Owner or other party aggrieved or injured on account of the grant of such release, waiver or variance. In return for such waiver, release or variance, the HOA may impose upon the Owner and the Lot involved such additional or altered covenants as the HOA deems proper and appropriate in the circumstances. Each Owner agrees, by accepting title or any interest in any Lot, that Declarant, its employees or agents, and each member of the HOA, shall be immune from suit or liability in accordance with the foregoing. 5.23. Severability. In the event that any one or more of the provisions, conditions, restrictions, limitations and covenants herein set forth shall be held by any court of competent jurisdiction to be null and void, all remaining provisions, conditions, restrictions, limitations and covenants as herein set forth shall continue unimpaired and in full force and effect. 6 COVENANTS RELATING TO MAINTENANCE OF COMMON -ACCESS DRIVEWAY. 6.1. It shall be the duty of the HOA to maintain, repair and replace, as necessary, the common access roadway servicing those Lots, all open space, outlots and trails, including the removal of manure in a manner that will prevent nuisance conditions. Each owner shall be assessed one -fifth of the cost of such maintenance and repair by the HOA. The HOA shall be responsible for obtaining necessary services. 6.2. No Owner may except himself from liability for his share of the expenses of the maintenance and repair of the common access driveway, all open space and outlots by waiver of the use or enjoyment of the access, by abandonment, or by any other act of omission. 6.3. All such sums incurred and unpaid by an Owner, together with interest thereon at the then -legal rate, shall constitute a lien on such Lot. To evidence such lien, a written notice setting forth the amount of such unpaid 'indebtedness, the name of the nonpaying Owner of the Lot, the legal description of the Lot, the date of the notice, and notarized signature of the adjoining Owner, shall be recorded in the Office of the Clerk and Recorder of Weld County. Such lien shall attach on the date of failure of payment by the Owner and may be enforced by foreclosure on the nonpaying Owner's Lot by the adjoining Owner in a like manner as a deed of trust. In any such foreclosure, the nonpaying Owner shall be liable for all costs, expenses and reasonable attorney's fees. Nothing in this paragraph shall be construed as to preclude the right of the paying Owner to enforce his legal or equitable rights in a civil proceeding filed in a court of competent jurisdiction in lieu of filing and enforcing said lien. 1111111 11111 111111 Ii milli 1111111111 III 11111 iiu ini � °"' 2695839 05/25/1999 12:25P Weld County CO 9 of 12 R 61.00 D 0.00 JA Suhl Tsukamoto 7. SANITATION AND DRAINAGE. Each Owner of each Lot shall maintain, keep in good repair and replace, if necessary, all drainage facilities, sanitation and sewer facilities and fire protection facilities, including, but not limited to, collection lines, ;leach fields, septic tanks, and cisterns, according to the plans and specifications approved by Weld County, Colorado, the Weld County Health Department and the State of Colorado until such time as such facilities, and all appurtenances thereto, are replaced by, or the responsibility therefore is assumed by a municipal or quasi -municipal entity. Each Lot Owner shall be responsible for maintaining, repairing and replacing those facilities, including on - Lot sanitation systems serving his Lot alone. 8. GENERAL PROVISIONS. 8.1. Compliance with Provisions of Declaration. Each Owner shall strictly comply with the- provisions of this Declaration and the decisions and resolutions of the HOA as the same may be lawfully amended from time to time. Failure to so comply shall be grounds for an action against the noncomplying Owner to recover sums due and for damages or injunctive relief or both. The Action shall be maintainable; by the HOA on behalf of the Owners or, in a proper case, by an aggrieved Owner, or because the provisions of this Declaration are imposed in part for the benefit of the County. of Weld, by the County of Weld or its duly authorized representatives. The noncomplying Owner shall pay the reasonable attorneys' fees incurred in enforcing these Declarations. Failure by the HOA or by any Owner or by the County of Weld to enforce any covenant or restriction contained in this Declaration shall in no event be deemed a waiver of the right to do so thereafter. Weld County, Co orado, and any agency of the State government may also compel com liahce of the obligation's imposed hereby P P g P either jointly or severally upon each Lot Owner. 8.2. Amendment. This Declaration shall not be altered or amended from the form in which it is placed of record in the office of the Weld County Clerk and Recorder without the prior written consent of the Declarant and the then -record Owners of Lots 1, 2, 3, 4, and 5, of the development. Any such amendment adopted in accordance with this provision shall be recorded in the office of the Clerk and Recorder of Weld County, Colorado, and shall be effective only from the date of such recording. 8.3. Severability. If any of the provisions of this Declaration or any paragraph, sentence, clause, phrase or word, or the application thereof in any circumstance be invalidated, such invalidity shall not affect the validity of the remainder of this Declaration, nor the application of any such provision, paragraph, sentence, clause, phrase or word in any other circumstance or circumstances shall not be affected thereby. Pate 10 of 11 1111111 11111 111111 1111 milli 11111111111111111111111111 $69lB]8 05/25/1999 12:25P Weld County CO 10 of 12 R 61.00 D 0.00 JA Suhl Tsukamela Clerk and Recorder of Weld County, Colorado, and shall be effective only from the date of such recording. 8.3. Severability. If any of the provisions of this Declaration or any paragraph, sentence, clause, phrase or word, or the application thereof in any circumstance be invalidated, such invalidity shall not affect the validity of the remainder of this Declaration, nor the application of any such provision, paragraph, sentence, clause, phrase or word in any other circumstance or circumstances shall not be affected thereby. 8.4. Number and Gender. Whenever used herein, unless the context shall otherwise provide, the singular shall include the plural, the plural the singular, and the use of any gender shall include all genders. 8.5 Right to farm covenant. See attached Exhibit A. IN WITNESS WHEREOF, the undersigned, being the Declarant herein, has ,- caused this docume t to be executefl by its duly authorized officers this 36') — day of /41aAA t_ ,L STATE OF COLORADO ) ss. COUNTY OF WELD e foregoing instrument was acknowledged before me .t�� `� by f Witness my hand and official seal. My commission expires: --Q Page 11 of 11 2695839 05/25/1999 12:25P Weld County CO 11 of 12 R 61.00 D 0.00 JA Sukt Tsukamoto day of EXHIBIT A RIGHT TO FARM CO • Weld County is one of the most productive agricultural counties in the United States. The rural areas of Weld County may be open and spacious, but they are intensely used for agriculture. Persons moving into a rural area must recognize there are drawbacks, including conflicts with longstanding agricultural practices and a lower level of services than in town. Agricultural users of the land should not be expected to change their long—established agricultural practices to accommodate the intrusions of urban users into a rural area. Well run agricultural activities will generate off —site impacts, including noise from tractors and equipment; dust from animal pens, field work, harvest and gravel roads; odor from animal confinement, silage and manure; smoke from ditch burning; flies and mosquitoes; the use of pesticides and fertilizers in the fields, including the use of aerial spraying. Ditches and reservoirs cannot simply be moved out of the way" of residential development without threatening the efficient delivery of irrigation to fields which is essential to farm production. Weld County covers a land area of over 4,000 square miles in size (twice the State of Delaware)with more than 3,700 miles of state and county roads outside of municipalities. The sheer magnitude of the area to be served stretches available resources. Law enforcement is based on responses to complaints more than on patrols of the county. The distances which must be traveled may delay all emergency responses, including law enforcement, ambulance and fire. Fire protection is usually provided by volunteers who must leave their jobs and families to respond to emergencies. County gravel roads, no matter how often they are bladed, will not provide the same kind of surface expected from a paved road. Snow removal priorities mean that roads from subdivisions to arterials may not be cleared for several days after a major snowstorm. Snow removal for roads within subdivisions are of the lowest priority for public works or may be the private responsibility of the homeowners. Services in rural areas, in many cases, will not be equivalent to municipal services. Children are exposed to different hazards in the county than in an urban or suburban setting. Farm equipment and oil field equipment, ponds and irrigation ditches, electrical power for pumps and center pivot operations, high speed traffic, sand burs, puncture vines, territorial farm dogs and livestock present real threats to children. Controlling children's activities is important, not only for their safety, but also for the protection of the farmer's livelihood. 111111 11111 111111 liii 1111111 1111111111 III 111111 III IIII 2695839 05/25/1999 12:25P Weld County CO 12 of 12 R 61.00 D 0.00 JA Sukl Tsukamoto 393714 Pages: 1 of 3 • 05/21/2013 08:49 AM R Fee:$21.00 $21 .0 County, CO f ■I III Steve Moreno, Clerk and Recorder, ■ III t�!�jP�4�r1 gI �+1� ��►1'k�k'r�' �I`�!►M+I�►�E�►�� L� Hr�,l' FIRST AMENDMENT TO THE DECLARATION OF COVENANTS, CONDITIONS & RESTRICTIONS OF SANDRA'S VISTA HOMEOWNERS' ASSOCIATION, INC. This First Amendment to the Declaration of Covenants, Conditions & Restrictions of Sandra's Vista Homeowner's Association, Inc., is effective as of the November 13, 2004. WITNESSETH A. By Declaration of Covenants, Conditions & Restrictions dated March 30, 1999 and recorded in the Clerk and Recorder's Office of Weld County at Reception No. 2695839 (the "Declaration"), the Declarant of the property known as Lots 1, 2, 3, 4 and 5 in the Northwest Quarter, Section 19, Township 3 North, Range 68 West of the 6th P.M. (collectively, the "Property") to certain easements, covenants, and restrictions pursuant to the terms and conditions of the Declaration. B. All of the Lots within the Condominium have been conveyed to private owners, except for Lot 5 which is still owned by the Declarant,'s trust, The Kermit O Bohrer Trust Under Agreement dated May 8, 2002. C. The Owners, and Declarant as holders of One Hundred Percent (100%) of the votes in Sandra's Vista Homeowners' Association ("Association"), voted to amend the terms and conditions of the Declaration, in order to exclude Lot 5 from most of the covenants and conditions of the Declaration and to insure the orderly administration of the Association. NOW THEREFORE, the Declarant and Secretary of the Association, on behalf of the Owners and with the unanimous approval of the Association, hereby declare the following: 1. Article 8.6. Exemption. Lot 5 shall not be subject to any of the covenants or conditions of the Declaration with the exception of the payment of the quarterly Association fees and the payment of the annual fees provided for in Article 6 of the Declaration entitled "Covenants Relating to the Maintenance of Common -Access Driveway". 2. This Amendment shall run with the land and shall be binding upon all parties having any right, title or interest in the Property, or any part thereof, their heirs, successors and assigns, and shall inure to the benefit of each Owner thereof Any defined terms herein shall have the meaning specified in the Declaration unless otherwise 3. This Amendment supplements the Declaration. In the event of a conflict between the terms and conditions of this Amendment and the Declaration, the terms and conditions of this Amendment shall control and except as modified by this Amendment, the Declaration shall remain in full force and effect. 1 3933714 Pages: 2 of 3 05/21/2013 08:49 AM R Fee:$21.00 Steve Moreno, Clerk and Recorder, Weld County, CO ■III WW1!: 81111 5. By execution below, the Declarant and Secretary of the Association hereby affirm that this Amendment has been approved, consented to and agreed to pursuant to the provisions of Article 8.2 of the Declaration with the consent of the Declarant and the then record Owners of the Lots. 6. The Declarant shall cause this Amendment to be recorded in the real property records of Weld County, Colorado. IN WITNESS WHEREOF, the Secretary and Declarant have executed this Amendment this��+� day of May, 2013. STATE OF COLORADO )ss. COUNTY OF //alai Secretar B Na. e. Gi : r C� rjahn Ti le. Sec e ary/Tr asure. • Declarant Name: ermit Bo er Title: Declarant and Owner The foregoing instrument was acknowledged before me this aoday of May, 2013, by Ginger Guderjahn, as Secretary of Sandra's Vista Homeowner's Association, Inc., on its behalf Witness my hand and official Seal. My Commission Expires: 4, -1O - lS Notary Public: SEAL 2 W o e • 4` e 7 1+ A�P rc.. v .� vo STATE OF COLORADO COUNTY OF WELD ) 3933714 Pages: 3 of 3 05/21/2013 08:49 AM R Fee:$21.00 Steve Moreno, Clerk and Recorder, Weld County, CO ■III ��.�r��:r+rla�c�4�J'�i4+,Ih��,cL�fI�K�� 'EJ��+'i�t11 111 The foregoing instrument was acknowledged before me this at'day of May, 2013, by Kermit Bohrer, as Declarant of the Declaration of Covenants, Conditions & Restrictions of Sandra's Vista Homeowner's Association, Inc. on its behalf Witness my hand and official Seal. My commission Expires: Lk -1O --IS SEAL ., ••!!1ili. i AY tra:p 0.01390 &.%4"..°, e J r �O r .J Ceb4;:? 41.,44\CleftiO @ \\ 7•Niftt.)4 C.' . -:;".. ...:: `4: • C 44611t((Init;:'-. Notary Public: 3 4-Y 3933715 Pages: 1 of 2 05/21/2013 08:49 AM R Fee:$16.00 . Steye Moreno, Clerk and Recorder, Weld County, CO ,4'I45'i4M *' Ii 'L' 01A1.141 III AFFIDAVIT OF GINGER GUDERJAHN STATE OF COLORADO ) ) ss. COUNTY OF WELD ) The undersigned, Ginger Guderjahn ("Ginger") is the secretary/treasurer for Sandra Vista Homeowner's Association ("HOA") which HOA controls the affairs and operations of the Bohrer PUD lots located in the Northwest Quarter (NW'/a), Section 19, Township 3 North, Range 68 West of the 6th P.M., Weld County, Colorado (the "Property"). Kermit Bohrer subdivided the Property in 1998 into Bohrer PUD known as Lots 1, 2, 3, 4, 5; and a map depicting the Lots was recorded in the records of Weld County, Colorado and a corresponding Declaration of Covenants, Conditions, & Restrictions ("Declaration") was recorded on May 25, 1999 at Reception No. 2695839 of the Weld County Records that imposes obligations on the Property and individual Lots. Ginger, being of sound mind and legal age hereby certifies that she has personal knowledge of the following facts regarding the Lots and the HOA: 1. I am the secretary/treasurer of the HOA and have been since 2. I attended the annual HOA meeting held on November 13, 2004 in my garage. As secretary, I took the notes for the annual HOA meeting. 4. At the 2004 annual HOA meeting, it was unanimously voted to have Lot 5 excluded from the conditions and restrictions of the Declaration, except for the payment of dues and road maintenance fee . Mr. Kermit Bohrer was also in attendance at that meeting and voted affirmatively as owner of Lot 5 and as Declarant of the Declarations. 5. I typed and signed the minutes of the Sandra's Vista HOA attached to this affidavit and I represent and certify that these minutes accurately reflects all the actions of the owners of the Lots. I have personal knowledge of the facts set forth in this affidavit. If called as a witness, I would testify to these facts under oath. Further Affiant saith not. 3933715 Pages: 2 of 2 05/21/2013 08:49 AM R Fee:$16.00 Steve Moreno Clerk and Recorder, Weld County, CO VIII PV.tRi'f'IG' JI,Pli:I4Y Lisa' il4:1 K I 11,111 STATE OF COLORADO ) ss. COUNTY OF WELD ) The foregoing instrument was acknowledged before me this 1C day of May 2013 by Ginger Guderjahn. Witness my hand and official seal. My commission expires: (SEAL) es' tT� +°Cie(At 47 i • e: •t% '. ?.d :l . �_. • I N■ V��.i^ Lavt otary Public 3933716 Pages: 1 of 2 05/21/2013 08:49 AM R Fee:$16.00 Steve Moreno. Clerk and Recorder, Weld County. CO 1111 W!r I11I NII tw'ih!I4N 'UMW, Wt,R ike's,h4 "Ill AFFIDAVIT OF KERMIT BOIIRER STATE OF COLORADO ) ss. COUNTY OF WELD The undersigned, Kermit Bohrer ("Bohrer") was the owner of property located in the Northwest Quarter (NW/0, Section 19, Township 3 North, Range 68 West of the 6th P.M., Weld County, Colorado (the "Property"). Bohrer subdivided the Property in 1998 into Bohrer PUD known as Lots 1, 2, 3, 4, 5; and a map depicting the Lots was recorded in the records of Weld County, Colorado and a corresponding Declaration of Covenants, Conditions, & Restrictions ("Declaration") was recorded on May 25, 1999 at Reception No. 2695839 of the Weld County Records that imposes obligations on the Property and individual Lots. Bohrer, being of sound mind and legal age hereby certifies that he has personal knowledge of the following facts regarding the Property, Lots and the Declaration: 1. I am the Declarant of the Declaration and my trust called the Kermit O. Bohrer Trust Under Agreement dated May 8, 2002 owns Lot 5 of the Bohrer PUD. 2. A homeowner's association was created to operate the Property and Lots called Sandra Vista's Homeowner's Association on December 11, 1998. The Articles of Incorporation for Sandra's Vista Homeowner's Association, Inc. were filed with the Colorado Secretary of State and Bylaws of Sandra's Vista Homeowners' Association, Inc. were adopted. 3. The Declaration provides at paragraph 8.2 that it may only be amended with the "prior written consent of the Declarant and the then -record Owners of Lots 1, 2, 3, 4 and 5." 4. On November 13, 2004, there was the annual meeting of the Sandra Vista Homeowner's Association. At the meeting I was present. I, as the Declarant and also as the owner of Lot 5, along with all the other owners of the remaining lots in Bohrer PUD affirmatively voted to exclude Lot 5 of the Bohrer PUD from the restrictions and covenants contained in the Declaration, with the exception of the required payment of quarterly dues. 5. This Amendment to the Declaration was intended to be binding even though the Amendment to the Declaration was recorded at a later date and is to this date still binding. I have personal knowledge of the facts set forth in this affidavit. If called as a witness, I would testify to these facts under oath. 3933716 Pages: 2 of 2 05/21/2013 08:49 AM R Fee:$16.00 Steve Moreno, Clerk and Recorder, Weld County, CO Further Affiant saith not. rmit Bo e STATE OF COLORADO COUNTY OF WELD ) The foregoing instrument was acknowledged before me this QOM' day of May 2013 by Kermit Bohrer. Witness my hand and official seal. My commission expires: (SEAL) w1.‘;‘).pSA0g00 • 2AO.3 A t`t te. an) � f — — S G t a ; t:4A0 i •�•�/:/. (III.' . .r ) ss. �1-to-- tS K i4eaaind Notary Public 3933717 Pages: 1 of 2 05/2t/2013 08:49 AM R Fee:$16.00 Steve Moreno, Clerk and Recorder, Weld County, CO ,k It it Sandra's Vista HOA nual Meeting Minutes 2 4 Date: November 13, 2004 Location: Guderjahn garage Time: 3:00pm Members Present: Pete & Doreen VanHooker, Fait McFarling, Don Thurman, Matt & Ginger Guderjahn, Chris Henson, Kermit Bohrer Agenda: Review Old Minutes Treasurer's Report Outlot Election of Officers Road Maintenance Covenants for Lot #5 Minutes: Review of old minutes by Ginger Guderjahn — item from previous meeting that need to be addressed: landscaping requirements and thistle in outlot. Treasurer's Report — Discussed who's current & who still needs to pay. o expenses written from account since last meeting. Ginger stated now that the bank has changed hands, they are going to impose a fee, Ginger suggested switching to different bank to avoid fees. All agree to switch to Compass. Ginger will follow-up & have Mac sign on new account. Lanscaping Requirements — Motion to suspend the landscaping requirements ag• in this year. To be reviewed annually. Outlot — Thistle is still an issue. Kermit stated that the only ay to deal with it is to mow or spray. He recommends "Curtail" which is approx $160. Ker 't will buy in spring & get reimbursed from Ginger. Chris or Kermit will spray when appropriate. Chris also asked about putting a dirt track up on the utlot. Kermit cautions it may not be OK w/ County Planning as the outlot is on a PUD. He sug ested riding the ditch road. Pete & Faith were OK w/ this but it was decided to table the item until Chr checks into the county zoning issues. Matt asked permission to plant trees in the outlot & long the road edge (Henson) at his expense. All agreed. Election of Officers — It was suggested that the officers stay as theynre: Don — president; Mac — VP; Giver - Seceasurer All in favor 3933717 Pages: 2 of 2 05/21/2013 08:49 AM R Fee:$16.00 Steve Moreno, Clerk and Recorder, Weld County CO ■111 l4��i��l�l ��I# bIl' k�'��,�J '�N��I'�ll�'1 E:�t�h4 �'��, �I II Road Maintenance — Corner of Sandra Jean's & Henson is in need of gra & go with the lowest bid. Mac had suggested gradi recommended Gopher Excavating as they are the or can just go with lowest bid. Covenants for Lot #5 — Kermit has put Lot #5 up for sale again & wants to 1 it really is excluded by the right to farm clause & b} as the other lots. Would just like to avoid the heada will be excluded from the "covenants" but will still Dec 2004. In addition, Lot #5 will then be charged determined by the HOA. Don motions to adjourn at 4:30 pm. • sr•o..ne to 4V y Bir‘ se F; not.CS. - .\;�;: ding. It was suggested that Ginger call for estimates ig now & putting gravel down in spring. Kermit es who did the original road. All agreed that Ginger ave it excluded from the covenants. He stated that county regs will not be held to the same covenants he of this when selling. Motion made that Lot #5 e required to pay the $50 quarterly dues for Oct — n annual "Road Maintenance Fee" which will be co\ocokAO enu-INvitoc oe..\& �ne V.p c e �S r um2n'\ watt Q,e�C.n ettAe` ` 10 e%ce �-Pni II 4 S ao�'^c� oV % .o t3 e kott G ov2ves G ucLec-0.S" as S ecr arsart� Vetivicct,%%. v ZS'tc,_ Vstotine pwn ems` A%oQtc9. COirl t,n Cb on i-VS ls)1"t-S,S rn, Y1 to a ek.A& OW:Gal S eo..k .t14 K.kbn4waJ NAA-0 ' P t`t t mt\comentW'QWn e'.Q:ceS 4, -v.5 65 DRAINAGE REPORT For CAMBRIDGE ANIMAL HOSPITAL WCRI LONGNMONT, COLORADO Prepared for: DVM Burros 1610 Pace St #400 Longmont, Colorado 80504 Contact: Natalie Malherbe (970) 324-0224 February 2019 Wri le a von Drexel, Barrell & Co. Engineers / Surveyors 710 11th Avenue, Suite L-45 Greeley, Colorado 80631 (970) 351-0645 Prepared B` : Cameron Knapp, 1�'.F.. February 14, 2019 Hayley Balzano Weld County Planning Department 1555 N. 17th Avenue Greeley, CO 80631 RE: Drainage Report Lot 5, Bohrer PUD. Dear Ms. Balzano: We are pleased to submit, for your review and approval, this Drainage Report for Cambridge Animal Hospital located on a portion of Lot 5, Bohrer PUD as part of a USR Application. The investigation and design within this report have been performed according to the criteria established by the Weld County Storm Drainage Criteria as an addendum to the Urban Storm Drainage Manual. We sincerely appreciate your time and consideration in the review of this project. I f you should have any questions, please feel free to contact this office. Respectfully, Cameron W. Knapp, P.E. Drexel, Barrell & Co. "I hereby certify that this report for the drainage design for Cambridge Animal Hospital located on a portion of Lot 5, Bohrer PUD, was prepared by me (or under my direct supervision) in accordance with the provisions of Weld County Storm Drainage Criteria for the owners thereof." Drainage Report 21282-00 - USR Cameron W. Knapp, P.E. Registered Professional Engineer State of Colorado No. 38898 it : 3889: 2- JL%- t°: � - February 2019 Drexel, Barrell & Co TABLE OF CONTENTS HEADING PAGE COVER SHEET COVER LETTER TABLE OF CONTENTS iii I. GENERAL LOCATION & DESCRIPTION 1 A Location 1 B. Description of Property 1 C. General Project Description 1 II. DRAINAGE BASINS & SUB -BASINS 1 A. Major Basin Description 1 B. Sub -Basin Description 2 III. DRAINAGE DESIGN CRITERIA 2 A. Development Criteria Reference and Constraints 2 B. Hydrological Criteria 3 B. Hydraulic Criteria 3 IV. DRAINAGE FACILITY DESIGN 3 A. General Concept 3 B. Specific Details 4 V. CONCLUSIONS 6 A. Compliance with Weld County Code 6 B. Drainage Concept 6 VI. REFERENCES 6 APPENDICES A. Vicinity Map B. Soils Information from USDA NRCS "Soils Web Survey" C. Hydrologic Computations D. Proposed Stormwater Pond Calculations E. Charts, Tables and Graphs BACK POCKET: 24"x36" Proposed Drainage Plan 24"x36" Drainage Details Drainage Report 21282-00 - USR Drexel, BarrelI & Co. iii February 2019 I. GENERAL LOCATION & DESCRIPTION A. Location 1. The project site is located on a portion of Lot 5, Bohrer P.U.D. in the South 1/2 of the Northwest 1/4 of Section 19, Township 3 North, Range 68 West, of the 6th Principal Meridian, Weld County, Colorado. 2. The property address is not assigned. 3. There are no major irrigation channels, lakes or streams that are located on the site. The site drains to an unnamed drainage that drains into Union Reservoir, the nearest water feature located approximately 1.6 mile to the south. 4. The property is outlined on the West by WCR 1. To the north by the access drive to the site, south by a residence and west by open space/pasture. B. Description of Property 1. The area to be developed includes 2.0 acres of the 19.8 acres in Lot 5.of the property. Other areas will remain undisturbed. 2. The property is currently a good stand of grass/hay pasture. 3. The "Soil Survey of Weld County Area, Colorado, Southern Part" prepared by the U.S. Department of Agriculture, Soil Conservation Service, indicates that the surface soils on the site consists of Heldt Silty Clay Sand (1-3% slope). a. Heldt Silty Clay Sand soil type is described as well drained soil, with a low to moderate capacity to transmit water. The soil is classified in the 'C' hydrologic group. C. General Project Description 1. The property is proposed to be used as small animal veterinary practice. a. A 3600 square foot building, gravel parking and access are proposed. A fenced area to the east, outside the developed area will be a fenced pasture for livestock. The majority of animals treated will be small animals. II. DRAINAGE BASINS & SUB -BASINS A. Major Basin Description 1. This agricultural area northwest of Longmont generally drains to the south. Borrow ditches on either side of WCR 1 route offsite flows from the west around the site. A drainage swale on the north side of the access road, on the north side of the site, directs runoff to a culvert under the driveway. Runoff is then collected in a defined drainage swale on the east side of the site that allows Drainage Report 21282-00- USR Drexel, Barrell & Co. 1 February 2019 drainage from the site and the propert` to the north and areas east of the site to pass through. 2. No known master drainage plan or previous drainage report exists for this area. 3. According to the FEMA Flood Insurance Rate Map (FIRM) Community Panel No. 08123C 1860E, the site is not located in a designated 100 -year floodplain or floodway. B. Sub -Basin Description 1. The site slopes from northwest to southeast to at approximately 3.5% slope. Runoff historically sheet flows to the southeast. The drainage swale on the east side routes site drainage and offsite drainage from property to the north and east of the site to pass through. The drainage swale historically drains to the south to the borrow ditch at the cul-de-sac on the north end of Sandra Jeans Way and continues south eventually to Union Reservoir 2. The undeveloped peak runoff rates and runoff coefficients associated with the existing undeveloped conditions are presented in Table 1. The 2 acres of the site was assumed to be undeveloped, having an imperviousness of 2.0% except for the existing gravel drive on the north side of the site having an imperviousness of 40%. 3. There are no significant sources of offsite runoff onto the property. The offsite flows contained in the drainage swale will be allowed to pass through undetained. TABLE 1: EXISTING CONDITIONS RUNOFF RATES Basin Area (acres) 10 -year Runoff Coefficients 10 -year Peak Runoff (cfs) 100 -Year Runoff Coefficients 100 -year Peak Runoff (cfs) IX -1 2.0 0.18 1.20 0.51 5.33 III. DRAINAGE DESIGN CRITERIA A. Development Criteria Reference and Constraints 1. All aspects of the site drainage design and storm sizing will conform to the Weld County Storm Drainage Criteria and referenced volumes of the Urban Storm Drainage Criteria Manual. B. Hydrological Criteria 1. The design storm frequencies for un-urbanized land use are the 10 -year and 100 -year storm events per Weld Storm Drainage Criteria. Drainage Report 21282-00- USR R 2 February 2019 Drexel, Barrell & Co. 2. The Rational Method was utilized to calculated peak runoff rates. a. Runoff coefficients and Imperviousness values are taken from Tables 6-3 and 6-5 of the Urban Storm Drainage Criteria Manual, Volume 1 based on the 'C' Hydrologic Soils Group. 3. Rainfall intensities for the 1 -hour point rainfall were taken from the Weld County Design Storm Rainfall Table 5-1, Longmont, Colorado One -Hour Point Rainfall and calculated for Tc using USDCM Equation RA -5r. C. Hydraulic Criteria 1 According to Weld County Storm Drainage Criteria, detention of the developed 100 -year runoff will be required with discharge restricted to the 10 - year historic runoff rate. A proposed pond will be constructed at the southeast corner of the property to provide the necessary detention volume. The pond will have a two compartment outlet structure constructed at the low point. 2. The onsite stormwater detention pond will also act as an Extended Dry Detention Basin with a Water Quality Capture Volume (WQCV). The WQCV and outlet design is based on spreadsheets and formulas per the latest edition of Volume III of the Urban Storm Drainage Criteria Manual. The WQCV was calculated using the UDFCD equation and 20% was added to the volume for sediment deposition. 3. The required Water Quality Capture Volume is included in the 100 -year detention volume. 4. A 12" diameter outlet pipe will extend from the outlet structure to a flared end section at the south side of the property. IV. DRAINAGE FACILITY DESIGN A. General Concept 1. No regrading of the site is anticipated except as required for building construction and for the construction of the storm water detention pond. The entire site will sheet flow to the detention pond at the southeast corner. An outlet structure will provide the required discharge restriction and outlet toward the historic drainage path. Runoff will be released at the southeast corner of the site and continue southerly onto the neighboring property as it does in the historical condition. 2. The proposed site improvements will not result in any offsite runoff from entering the site. The existing drainage patterns of the surrounding properties will be unaffected. B. Specific Details 1. No regrading of the site is anticipated except as required for building construction and for the construction of the storm water detention pond. Other Drainage Report 21282-00- USR Drexel, Barrell & Co. 3 February 2019 areas of the 19 acre Lot 5,outside of the 2 acre site will remain undisturbed and are not included in detention. 2. The developed 2 acre portion of the site is defined as a single drainage basin identified on the Proposed Drainage Plan as Basin `PR -1'. The peak runoff rates and runoff coefficients associated with Basin `PR -1' are presented in Table 2. Runoff coefficients values are calculated per the Weld County Storm Drainage Criteria using the current Urban Storm Drainage Criteria Manual Tables 6-3 and 6-5, based on the 'C' Hydrologic Soils Group. TABLE 2: DEVELOPED CONDITIONS RUNOFF RATES Basin Area (acres) 10 -year Runoff Coefficient 10 -year Peak Runoff (cfs) 100 -Year Runoff Coefficient 100 -year Peak Runoff (cfs) PR -1 2 0.32 2.54 0.59 7.19 3. The site will drain to the proposed water quality/detention pond at the southeast corner of the site. Note that all elevations listed are based on Digital Terrain Elevation Data, actual field surveyed elevations may vary. a. A proposed outlet structure will be constructed at the south end of the pond with invert at Elevation 5048.50. b. The pond bottom will slope at 2.5%-7% towards the outlet structure and have 4:1 side slopes. After final grading operations, the pond will be seeded with a native grass mixture to establish long-term vegetation over the pond. c. The Water Quality Capture Volume for the pond was calculated to be 1,188 cubic feet and is achieved at the Water Surface Elevation of 5050.20. A water quality control plate fixed to the front of the outlet structure to regulate the 40 -hour drain time (see orifice plate detail). A well screen will be installed over the water quality plate which will filter sediment from runoff before passing into the second compartment of the outlet structure. d. During a larger storm event, the water surface elevation in the pond will rise beyond the WQCV elevation and overtop the water quality control plate, spilling into the second compartment of the outlet structure. An orifice plate will be affixed to the outlet wall covering the outlet pipe to limit outflow to the 10 -year historic allowable release rate of (1.20 cfs). e. The required 100 -year detention volume of 7,312 cubic feet is achieved at the 100 -year WSL of 5051.60. f: A 12" diameter outlet pipe extending from the outlet structure through the pond berm will discharge to the surface at the southern property boundary. The pipe discharge will have a 3'x3' riprap pad consisting of Type `VL' riprap. Drainage Report 4 February 2019 21282-00- USR Drexel, Barrell & Co. g. During larger storm events, or plugging of the outlet structure or pipe, the water surface elevation in the pond may rise beyond the 100 -year water surface elevation of 5051.60. In this case, an emergency overflow spillway will be constructed and set to begin spill over. A v shaped spillway will be constructed at the north end of the pond berm. The north end of the spillway will be at existing ground. The spillway will allow the release of the full 100 -year peak runoff from the developed property (7.19 cfs) as the water surface elevation reaches 0.42 feet above the spillway level. An additional height of greater than 6 -inches is provided in the pond to provide 1 foot of total freeboard up to Elevation 5052.60. Overflow will spill over to the existing drainage swale to the east. 4. Routine and extended maintenance of the detention/water quality facility will be needed to preserve the designed function. Maintenance shall be the responsibility of the property owner. a. Mowing of the grass bottom will occur periodically in the spring, summer, and fall months as necessary. The native grass is intended to be higher than manicured sod, so the height will be left to the discretion of the owner. b. Quarterly inspection and removal of sediment, debris, and other material is suggested for the trash screen on the face of the outlet structure. c. Periodic inspections (quarterly as a minimum) should be conducted and also after every large storm event. Inspections should include, but not limited to, the inspection of the pond perimeter (sides and bottom), presence of trash and debris, sediment accumulation, erosion at the rip rap overflow spillway, invasive vegetation, standing water, outlet structure damage/clogging/seepage, rodent presence, acts of vandalism, condition of the flared end outlet section and riprap pad, and functioning of the outlet pipe. d. General long term maintenance and repairs as necessary will ensure that the pond will function as intended over the life of the facility and ensure safe and controlled release of stormwater to the historic downstream path. 5 Less than 1 acre of area will be disturbed with the proposed site improvements; therefore, a Colorado Department of Public Health and Environment (CDPHE) Stormwater Discharge Permit will not be required. Additionally, a Weld County Grading Permit is not required if less than 1 acre is disturbed. Nevertheless, temporary erosion and sediment control measures will be implemented during construction to prevent sediment from being carried off the site and being deposited onto neighboring properties, roads, or drainage facilities. Drainage Report 5 February 2019 21282-00- USR Drexel, Barrell & Co. V. CONCLUSIONS A. Compliance with Weld County Code 1. The proposed drainage improvements designed for this site will be effective for controlling up to the 100 -year storm while also providing a Water Quality component for more frequently, smaller storms. 2. The release of stormwater at the 10 -year historic rate will not jeopardize the health, safety or welfare of public or private property. 3. All design criteria meets Weld County Code requirements Section 23-12-30. B. Drainage Concept 1. The developed site will drain in the historic fashion. An Extended Detention Basin will be constructed at the southeast corner of the property. Runoff from the site will be directed as overland sheet flow into the pond. A proposed outlet structure will be constructed to regulate and control the release of runoff from the pond. Runoff will be released at the south end of the property following the historic path to the south across the neighboring property in the roadside ditch. The historic drainage path will not be in the way of any existing homes or structures. VI. REFERENCES 1. Weld County Storm Drainage Criteria. 2. Urban Storm Drainage Criteria Manual 2017, Volumes I, II, & III Drainage Report 6 February 2019 21282-00- USR Drexel, Barrell & Co. VERMIWON ROAD 411iii J CAMBRIDG NOT TO SCALE E ANIMAL HOSPITAL-URS _ C1 vir\ VICINITY MAP Drexel, Barrel) & Co. Engineers • Surveyors DATE: 02/14/2019 JOB NO: 21282-00 DWG. NO VM SHEET 1 OF 1 USDA United States Department of Agriculture RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey. a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations. and local participants Custom Soil Resource Report for Weld County, Colorado, Southern Part Cambridge Animal Clinic February 12. 2019 Custom Soil Resource Report MAP LEGEND Area of Interest (AOI) Area of Interest (AO') Soils Soil Map Unit Polygons s Soil Map Unit Lines O Soil Map Unit Points Special Point Features Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot �! Sinkhole Slide or Slip Sodic Spot 1.I 8 G A Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation +-_f Rails ti Background Interstate Highways US Routes Major Roads Local Roads Aerial Photography 10 MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1 24,000. Warning Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map Natural Resources Conservation Service Web Soil Survey URL: Coordinate System' Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area. such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area' Weld County, Colorado, Southern Part Survey Area Data Version 17, Sep 10, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed Aug 30, 2014 -Sep 18, 2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. Custom Soil Resource Report Weld County, Colorado, Southern Part 27 —Heldt silty clay, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 3624 Elevation: 4.950 to 5.050 feet Mean annual precipitation: 11 to 17 inches Mean annual air temperature: 46 to 59 degrees F Frost -free period: 110 to 150 days Farmland classification: Prime farmland if irrigated and the product of I (soil erodibility) x C (climate factor) does not exceed 60 Map Unit Composition Heldt and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Heldt Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Sediment alluvium derived from shale Typical profile H1 - 0 to 7 inches: silty clay H2 - 7 to 60 inches: silty clay Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Gypsum. maximum in profile: 1 percent Salinity maximum in profile: Nonsaline to slightly saline (0.0 to 4.0 mmhos/cm) Sodium adsorption ratio. maximum in profile: 10.0 Available water storage in profile: High (about 9.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4c Hydrologic Soil Group: C Ecological site: Clayey Plains (R067BY042CO) Hydric soil rating: No 13 APPENDIX C HYDROLOGIC COMPUTATIONS DREXEL, BARRELL & CO. =_ CIVIL ENGINEERS/LAND SURVEYORS T 7.00/...\ Project: CAMBRIDGE ANIMAL HOSPITAL-URS Job # 21282-0GRCV Fngmccrs/Stirs CV -ors Client:DVM BURROS Designed by: MAB Date: 02/12/2019 COMPOSITE RUNOFF COEFFICIENTS EXISTING CONDITIONS: Basin Area Urban Drainage, Volume 1, 2016 Table 6-5 Type C NRCS Soil Group Weighted Weighted C5 Weighted C,0 Weighted C,00 Weighted Imperv. (sq. ft.) Description Percent Imp. "I" C2 C5 C,0 C,00 C2 0 Streets (Asphalt Pavement) 100% 0.83 0.85 0.87 0.89 0.00 0.00 0.00 0.00 0.0% 0 Drives & Walks 90% 0.74 0.77 0.79 0.85 0.00 0.00 _ 0.00 0.00 0.0% 'EX -1' 0 Roofs 90% 0.74 0.77 0.79 0.85 0.00 0.00 0.00 0.00 , 0.0% 8,575 Packed Gravel 40% 0.30 0.36 0.43 0.65 0.03 0.04 0.04 0.06 3.9% 78,545 Undeveloped 2% 0.01 0.05 0.15 0.49 0.01 0.05 0.14 0.44 1.8% acres 2.00 87 120 «Total Area Total Weighted Runoff Coefficients C2, C5, C,o.C100 & I" 0.04 0.08 0.18 0.51 5.7% n - a DREXEL, BARRELL & CO. CIVIL ENGINEERS/ LAND St KVhlORS TABLE 4-2 TIME OF CONCENTRATION RATIONAL METHOD PROJECT: CAMBRIDGE ANIMAL HOSPITAL-URS CALC. BY: MAB DATE: 02/12/2019 SUB -BASIN DATA INITIAL / OVERLAND TIME (Ti) = 0.395(1.1-05)(L112)/(S033) TRAVEL TIME (Tt) = (L)/(V'60) where V = C„S,,,°'5 FINAL Tc URBAN BASINS FINAL REMARKS Tc Check Tc (Min.) CONTRIBUTING BASINS DESIGN PT. COEFF. C5 AREA (Ac) LENGTH (Ft) A ELEV. (ft) SLOPE (ft/ft) Ti (Min.) LENGTH (Ft) A ELEV. (ft) SLOPE (ft/ft) Conveyance Coefficient (C) VELOCITY (Fps) Tt (Min.) (Min.) LENGTH (ft) Tc=(U180)+10 EXISTING BASINS 1 0.08 2.00 250 9 0.036 19.3 145 5.2 0.036 10 1.89 1.3 20.6 20.6 'EX -1' OEM n - Client: DVM BURROS 1)REXEL BARRELL & Co. CIVIL ENGINEERS/LAND SURVEYORS STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE; PROJECT JOB # DATE: CALC. BY: CHECKED BY: DESIGN STORM CAMBRIDGE ANIMAL HOSPITAL 21282-00GRCV 2/12/2019 MAB CWK HISTORIC DIRECT RUNOFF TOTAL RUNOFF STREET DESIGN STORM t DESIGN POINT z O w o W c Q AREA (ac.) RUNOFF COEFF _ C E O , _ U C° U r 1 7 - �� J _ C E i Q z .7z-- - 11- - ti 6 O SLOPE % STREET FLOW CFS REMARKS I 10 -YEAR 1 ' EX -1' 2.00 0.18 20.6 0.355 3.39 1.20 Existing Conditions 100 -YEAR 1 'EX -1' 2.00 _ 0.51 20.6 1.011 5.27 5.33 Existing Conditions P2= 1.02 P5= 1.46 ** I=((28.5*Px)/((10+tc)^0.786)) Pio= 1.75 Piuu= 2./2 Weld County Design Storm Rainfall Table 5-1, Longmont, Colorado One -Hour Point Rainfall and USDCM Equation RA -5 DREXEL, CIVIL ENGINEERS/LAND CO. BARRELL & CM_ _ SURVEYORS T- = s\--„ Project: CAMBRIDGE ANIMAL HOSPITAL-URS Job # 21282-0GRCV Frig „c•.'rs/Stir ni rs Client:DVM BURROS Designed by: MAB Date: 02/12/2019 COMPOSITE RUNOFF COEFFICIENTS PROPOSED CONDITIONS: Basin Area Urban Drainage, Volume 1, 2017 Table 6-5 Type A NRCS Soil Group Weighted C2 Weighted C5 Weighted 010 Weighted 0100 Weighted Imperv. (sq. ft.) Description Percent Imp. "I" 02 05 010 C100 7,750 100-yr Pond surface 100% 0.83 0.85 0.87 ' 0.89 0.07 0.08 0.08 0.08 8.9% 1,115 Drives & Walks 90% 0.74 0.77 0.79 0.85 0.01 0.01 0.01 0.01 1.2% 'PR -1' 4,510 Roofs 90% 0.74 0.77 0.79 0.85 0.04 0.04 0.04 0.04 4.7% 20,720 Packed Gravel 40% 0.30 0.36 0.43 0.65 0.07 0.09 0.10 0.15 9.5% 53,025 Undeveloped (Lawn/Bare Ground) 2% 0.01 0.05 0.15 0.49 0.01 0.03 0.09 0.30 1.2% acres 2.00 87,120 <<Total Area Total Weighted Runoff Coefficients C2, C5, C1p,C1O & I>> 0.20 0.24 0.32 0.59 25.4% em DREXEL, BARRELL & CO. or CIVIL h.NI;INELKS/ LAND SC K L\ UKS TABLE 4-2 TIME OF CONCENTRATION RATIONAL METHOD PROJECT: CAMBRIDGE ANIMAL HOSPITAL-URS CALC. BY: MAB DATE: 02/12/2019 SUB -BASIN DATA INITIAL / OVERLAND TIME (Ti) = 0.395(1.1-05)(L'n)/(S°3) TRAVEL TIME (TI) = (L)/(V'60) where V = C„Sw05 FINAL Tc FINAL REMARKS Tc (Min.) CONTRIBUTING BASINS DESIGN PT. COEFF. C5 AREA (Ac) LENGTH (Ft) A ELEV. (ft) SLOPE (ft/It) Ti (Min.) LENGTH (Ft) A ELEV. (ft) SLOPE (ft/ft) Conveyance Coefficient (C) VELOCITY (Fps) Tt (Min.) (Min.) DEVELOPED BASINS 1 0.24 2.00 185 6.6 0.036 14.0 210 7.5 0.036 15 2.83 1.2 15.2 16.2 'PR -1' -r, Client: DVM BURROS I )REXEL BARRELL & CO. CIVIL ENGINEERS/LAND SURVEYORS STORM DRAINAGE SYSTEM DESIGN (RATIONAL METHOD PROCEDURE; PROJECT JOB # DATE: CALC. BY: CHECKED BY: DESIGN STORM CAMBRIDGE ANIMAL HOSPITAL 21282-00GRCV 2/12/2019 MAB CWK HISTORIC DIRECT RUNOFF TOTAL RUNOFF STREET DESIGN STORM DESIGN POINT z O a Q AREA (ac ) RUNOFF COEFF. € o .I. c° U _ a a U z r O SLOPE °%% STREET FLOW CFS REMARKS 1 10 -YEAR 1 'PR -1' 2.00 0.32 15.2 0.644 3 94 2.54 Developed Conditions 100 -YEAR 1 'PR -1' 2.00 0.59 15.2 1.174 6:13 7.19 i Developed Conditions P2= 1.02 P5= 1.46 ** I=((28.5*Px)/((10+tc)^0.786)) Pio= 1.75 Pioo= 2.72 Weld County Design Storm Rainfall Table 5-1, Longmont, Colorado One -Hour Point Rainfall and USDCM Equation RA -5 APPENDIX D PROPOSED STORM WATER POND CALCULATIONS IIIMPF S. ` or a DREXEL, BARRELL & C O . CIVIL ENGINEERS / LAND SURVEYORS Project: CAMBRIDGE ANIMAL HOSPITAL Job # 21282-00 Enginccrs/Suncv-ors Client: DVM BURROS Date: 02/12/2019 WATER QUALITY CAPTURE VOLUME: REQUIRED WATER QUALITY CAPTURE VOLUME FOR POND: 1. Basin Storage Volume A) Tributary Area's Imperviousness Ratio (i = la / 100 ) B) Contributing Watershed Area (Area) C) Water Quality Capture Volume (WQCV) (WQCV =a * (0.91 *13-1.19*12+0.78*I)) Where a = 1.0 based on 40 -hr. drain time D) Design Volume: Vol = (WQCV / 12) * Area * 1.2 la = i= Area = WQCV = 25.4 0.2544 2.00 acres 0.1364 watershed inches Vol = 0.027 acre-feet Vol = 1,188 cubic -feet 2. Outlet Works A) Outlet Type (Check One) B) Depth at Outlet Above Lowest Perforation (H) C) Recommended Maximum Outlet Area per Row, (Ao) A = 1.8 (WQCV/b)1/c) Based on 40 -hr drain time D) Perforation Dimensions: i) Circular Perforation Diameter or E) Number of Columns (nc, See Table 6a-1 For Max.) F) Actual Design Outlet Area per Row (Ao) G) Number of Rows (nr) H) Total Outlet Area (A0,) X H= A0_ b= c= D= nc _ A0 = nr = Aot= Orifice Plate 1.7 feet 0.086 square inches 0.552 0.985 0.34 inches (5/16") 1 number 0.09 square inches 5 number 0.45 square inches -r, v inr ea Mr tilMle • DREXEL, BARRELL & CO. CIVIL ENGINEERS/LAND SURVEYORS Project: CAMBRIDGE ANIMAL HOSPITAL Job # 21282-00 Engineers/Surveyors Client: DVM BURROS Date: 02/12/2019 REQUIRED 100-yr. STORAGE VOLUME RATIONAL FORMULA METHOD Variables: A= C= °OUT = 100-yr,1-hour 2.72 2.00 0.59 1.20 acres (Composite) ft3/s inch 10 -year EX STORM DURATION (min) RAINFALL INTENSITY (in/hr) RUNOFF VOLUME (ft) OUTFLOW VOLUME (ft3) STORAGE VOLUME (ft3) STORAGE VOLUME (acre -ft) 0 12.69 0 0 0 0.000 5 9.23 3249 361 2.887 0.066 10 7.36 5,182 723 4,460 0.102 15 6.17 6,523 1,084 5,439 0.125 20 5.35 7,536 1.446 6,090 0.140 25 4.74 8.345 1,807 6,538 0.150 30 4.27 9,017 2,169 6,848 0.157 35 3.89 9.589 2,530 7.059 0.162 40 3.58 10.088 2,892 7,197 0.165 45 3.32 10.530 3,253 7,277 0.167 50 3.10 10.927 3.615 7,312 0.168 55 2.91 11.286 3,976 7,310 0.168 60 2.75 11.616 4.337 7,278 0.167 65 2.60 11.920 4.699 7,221 0.166 70 2.48 12,202 5,060 7,141 0.164 75 2.36 12.465 5,422 7,043 0.162 80 2.26 12,712 5,783 6,928 0.159 85 2.16 12,944 6,145 6,799 0.156 90 2.08 13.164 6,506 6,658 0.153 REQUIRED 100-YR VOLUME: 7.312 CF REQUIRED VOL. e sae DREXEL, BARRELL & CO. CIVIL ENGINEERS / LAND SURVEYORS Project: CAMBRIDGE ANIMAL HOSPITAL-URS Job # 21282-0GRCV Engineers/Su rve%ors Client:DVM BURROS PROPOSED STORAGE VOLUME PROVIDED: Designed by: MAB Date: 02/12/2019 CONTOUR SURFACE AREA on (A) SURFACE AREA (B) (ft`) DEPTH CONTOURS (ft) BETWEEN INCREMENTAL VOLUME (ft) CUMULATIVE VOLUME ,ft3) CUMULATIVE VOLUME (ac -ft) ELEVATION*** (ft) 5048.50 0 0 0 0 0 0.000 5048.60 13 0 0.1 0 0 0.000 5048.80 72 13 0.2 8 8 0.000 5049.00 178 72 0.2 24 32 0.001 5049.20 330 178 0.2 50 82 0.002 5049.40 532 330 0.2 85 168 0.004 5049.60 814 532 0.2 134 301 0.007 5049.80 1,182 814 0.2 198 500 0.011 5050.00 1,592 1,182 0.2 276 776 0.018 5050.20 2,080 1,592 0.2 366 1,142 0.026 5050.40 2,658 2,080 0.2 473 1,615 0.037 5050.60 3,323 2,658 0.2 597 2,212 0.051 5050.80 4,062 3,323 0.2 737 2,949 0.068 5051.00 4,875 4,062 0.2 893 3.841 0.088 5051.20 5,778 4,875 0.2 1,064 4,905 0.113 5051.40 6,771 5,778 0.2 1,254 6,159 0.141 5051.60 7,855 6,771 0.2 1,461 7,620 0.175 5051.80 9,031 7,855 0.2 1,687 9,308 0.214 5052.00 10,298 9,031 0.2 1,931 11,239 0.258 5052.20 11,656 10,298 0.2 2,194 13,433 0.308 5052.40 13,107 11,656 0.2 2,475 15,908 0.365 5052.60 14,069 13,107 0.2 2,717 18,625 0.428 ' WQCV required volume is 1,118 cf and 1,142 is provided at Elevation 5051.20, O.K. ** 100 -year required volume is 7,312 cf and 7,620 is provided at Elevation 5051.60, O.K. 5052.02 INCREMENTAL VOLUME CALCULATED FROM EQN: (1/3)*d*(A + B + (A*B)"1) POND INVERT WQCV ELV.* 100-yr WSL** FREEBOARD T /a\ Mr NiMi DREXEL, BARRELL & CO. CIVIL ENGINEERS / LAND SURVEYORS Project: CAMBRIDGE ANIMAL HOSPITAL-URS Job # 21282-0GRCV Engineers/Suncvors Client:DVM BURROS Designed by: MAB SIZING OF 100-YR. FLOW CONTROL ORIFICE FOR POND: Date: 02/12/2019 i Allowable release rate Q10hist= 1.20 cfs - Orifice opening in plate covering the outlet pipe will provide 10-yr historic release rate from outlet structure as water surface elevation reaches the 100-yr. WSL Pond outlet invert elevation = 5048.50 100-yr WSL elevation = 5051.60 difference = 3.10 ft Orifice Flow Equation: Q=CdA(2gh)1/2 where: Q = 1.20 cfs Max. release rate Cd = 0.65 Orifice Coefficient 100-yr depth 3.10 ft from pond design 2.73 ft (calculated adjust "h" to match) h = 2.73 ft (Distance from 100-yr WSL to center of orifice opening) g = 32.2 ft/sect gravity A = 0.14 ft2 Area in sq. ft. A = 20.05 in2 Area in sq. in. Opening = 4.48 in square or Round = 5.05 n. 5 in. diameter Channel Report Hydraflow Express Extension for Autodesk® AutoCAD® Civil 3D® by Autodesk, Inc. WEIR Triangular Side Slopes (z:1) Total Depth (ft) Invert Elev (ft) Slope (%) N -Value Calculations Compute by: Known Q (cfs) Elev (ft) 5053.00 5052.50 5052.00 5051.50 5051.00 (4:1 AND 3.5% EX.GRADE) = 4.00, 28.00 = 1.00 = 5051.60 (100-YR wsL) = 2.70 = 0.027 (SHORT GRASS) Known Q = 7.19 (100-YR - YR PEAK) Section Highlighted Depth (ft) Q (cfs) Area (sqft) Velocity (ft/s) Wetted Perim (ft) Crit Depth, Yc (ft) Top Width (ft) EGL (ft) Tuesday, Feb 12 2019 = 0.39 = 7.190 = 2.43 = 2.95 = 12.53 = 0.42 = 12.48 = 0.53 v • (<0.5 FT) 0 5 10 15 20 25 30 35 40 45 Depth (ft) 1.40 0.90 0.40 -0.10 -0.60 Reach (ft) Table 5-1 Weld County Design Storm Rainfall Comparisof.. 1 -Hour Storm Frequency Longmont 1 Depth (in) Greeley2 Depth (in) New Raymer3 Depth (in) 1-25 &Tri-Town4 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 Frequency Longmont 1 Depth (in) Greeley2 Depth (in) New Raymer3 Depth (in) 1-25 &Tri-Town4 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 Frequency Longmont 1 Depth (in) Greeley2 Depth (in) New Raymer3 Depth (in) 1-25 &Tri-Town4 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 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 I-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 Runoff Chapter 6 Table 6-3. Recommended percentage imperviousness values Land Use or Surface Characteristics Percentage Imperviousness (%) Business: Downtown Areas 95 Suburban Areas 75 Residential lots (lot area only): Single-family 2.5 acres or larger 12 0.75 — 2.5 acres 20 0.25 - 0.75 acres 30 0.25 acres or less 45 Apartments 75 Industrial: Light areas 80 Heavy areas 90 Parks, cemeteries 10 Playgrounds 25 Schools 55 Railroad yard areas 50 Undeveloped Areas: Historic flow analysis 2 Greenbelts, agricultural 2 Off -site flow analysis (when land use not defined) 45 Streets: Paved 100 Gravel (packed) 40 Drive and walks 90 Roofs 90 Lawns, sandy soil 2 Lawns, clayey soil 2 6-8 Urban Drainage and Flood Control District Urban Storm Drainage Criteria Manual Volume 1 August 2018 Chapter 6 Runoff Table 6-4. Runoff coefficient equations based on NRCS soil group and storm return period NRCS Soil Group Storm Return Period 2 -Year 5 -Year 10 -Year 25 -Year 50 -Year 100 -Year 500 -Year A CA= CA= CA= CA = CA = CA = CA = 0.8411.302 0.86i'•276 0.8711.232 0.88i, 121 0.851+0.025 0.781+0.110 0.651+0.254 B CB= CB= CB= CB= Cr CB= Cs= 0.8411.169 0.8611.088 0.811+0.057 0.631+0.249 0.561+0.328 0.471+0.426 0.371+0.536 C/D Cc D= Cc/D= CC/D = Cc/D = CC/D = CCM = CC/D _ 0.83i 122 0.821+0.035 0.741+0.132 0.56i+0.319 0.49i+0.393 0.411+0.484 0.321+0.588 Where: i = % imperviousness (expressed as a decimal) C., = Runoff coefficient for Natural Resources Conservation Service (NRCS) HSG A soils Ca = Runoff coefficient for NRCS HSG B soils COD = Runoff coefficient for NRCS HSG C and D soils. The values for various catchment imperviousness and storm return periods are presented graphically in Figures 6-1 through 6-3, and are tabulated in Table 6-5. These coefficients were developed for the Denver region to work in conjunction with the time of concentration recommendations in Section 2.4. Use of these coefficients and this procedure outside of the semi -arid climate found in the Denver region may not be valid. The UD-Rational Excel workbook performs all the needed calculations to find the runoff coefficient given the soil type and imperviousness and the reader may want to take advantage of this macro -enabled Excel workbook that is available for download from the UDFCD's website www.udfcd.org. See Examples 7.1 and 7.2 that illustrate the Rational Method. August 2018 Urban Drainage and Flood Control District 6-9 Urban Storm Drainage Criteria Manual Volume 1 Chapter 6 Runoff Table 6-5. Runoff coefficients, c (continued) Total or Effective % Impervious NRCS Hydrologic Soil Group C 2 -Year 5 -Year 10 -Year 25 -Year 50 -Year 100 -Year _500 -Year 2% 0.01 0.05 0.15 0.33 0.40 0.49 0.59 5% 0.03 0.08 0.17 0.35 0.42 0.5 0.6 10% 0.06 0.12 0.21 0.37 0.44 0.52 0.62 15% 0.1 0.16 0.24 0.4 0.47 0.55 0.64 20% 0.14 0.2 0.28 0.43 0.49 0.57 0.65 25% 0.18 0.24 0.32 0.46 0.52 0.59 0.67 30% 0.22 0.28 0.35 0.49 0.54 0.61 0.68 35% 0.26 0.32 0.39 0.51 0.57 0.63 0.7 40% 0.3 0.36 0.43 0.54 0.59 0.65 0.71 45% 0.34 0.4 0.46 0.57 0.62 0.67 0.73 50% 0.38 0.44 0.5 0.6 0.64 0.69 0.75 55% 0.43 0.48 0.54 0.63 0.66 0.71 0.76 60% 0.47 0.52 0.57 0.65 0.69 0.73 0.78 65% 0.51 0.56 0.61 0.68 0.71 0.75 0.79 70% 0.56 0.61 0.65 0.71 0.74 0.77 0.81 75% 0.6 0.65 0.68 0.74 0.76 0.79 0.82 80% 0.65 0.69 0.72 0.77 0.79 0.81 0.84 85% 0.7 0.73 0.76 0.79 0.81 0.83 0.86 90% 0.74 0.77 0.79 0.82 0.84 0.85 0.87 95% 0.79 0.81 0.83 0.85 0.86 0.87 0.89 100% 0.83 0.85 0.87 0.88 0.89 0.89 0.9 1 00 0 80 0.20 0.00 0 10 20 30 40 50 60 70 80 90 100 Watershed Percentage Imperviousness, % -O-2-yr -X-5-yr -O-10-yr -�E-25-yr -O- 50 yr —a— 100-yr Figure 6-1. Runoff coefficient vs. watershed imperviousness NRCS HSG A August 2018 Urban Drainage and Flood Control District 6-1 1 Urban Storm Drainage Criteria Manual Volume 1 PREPARED BY: / E�i.,,ot tt n Din % 4, NARRI:(J & CO. "N70 r+iAf;:Rwi;Y Oak, 11N.IM.M1. .UYT WI l'AYIfIPIl1..V1 �. raw«~' wN..rw. t1..� j /QUO L)aAVIY RpEO , 1rEer., O aster 00012 K _J' ' /� / \ i1 CM4PP IV 1:tsWR/ \ SATE • PREPARED FOR II • — 76t0 PACE ST /sop LDNcwoNr, co 80504 CdUICT: WALE MN)[ll& (♦170) -37. -ono x - _ _ _ - X . MEMO rn1E r x. WI ,7, 6GYIVCR H.O PROPOSED° R • Irt TRASH SON , tl I �� 1 I\ i ` 'A le iocf OT 044 wows30 70 70 ° 30 f0 A DIED I % ORIGINAL SCALE: 1' -Jo' \-- ' L - PLANNING DOCUMENTS FOR: CAMBRIDGE ANIMAL HOSPITAL URS LOT 5. BOMBER P.U.D. DNGU.4ONT. COLORADO ti / % 1 WI 4 AWRY PUO \\ a - -� _ PROPOSED .... �! j GRAVE. 1 , nw N N y PROPOSE PARKING f _ _Re . PARKING •: ntD Wn ONG I ACA[LGPMEW `--`- C _ \\ (3. no sr Roo7) VICINITY MAP j j , j •. I ' it. NTS PpppQg£p EMERGENCY osE%LON SP41MT ' 6e.d) 2) •_ i i .� _ ' f . I; wry TYPE Vt. WPC) RPRAP f _•. I u Dos) t';:�`r (... (•..r an) / �' IIM�IILairieD \1 DETENTION POND SUMMARY I r PROPOSED OU xmr ' (uea (rt11�.1]!__ PRu•!x►rtwF r� rI. I \ lSE,941!R€4.wA9.C,y. V1yn3irEl — � i. Yr.ait,y. 1ESL 9060.70_ war.. � DE , . / , I \ PaNQ. *et `t00-rR _ NOW In • �j, i i N. WW11E boa Intl_ 7.J1L, a wmmrcwrr COMP p r1 ivq to ,2tMw PV[ Q+.-6062.80EE 4 <t/O'Torm -1until-(PROPOSED l�RpRAv ii_' SJ4- / - J•A3' TYPE -tr,Lli.. i ) 7.10• / .p ��,/ \ ELLY. 5051.W M. X4b64.20 inert . iP MNS. SPURN.' t15E 9061.°7 IA Y sore 1' .00 1PR - - - / /R. IMRRY(DN7( CONTOUR (1 R PAT) SEWN NOE. [DMTOVR — ♦ I •' � N. /� M rurcE au 0700 ♦ •�- - \ — ISSUE DATE \ 4SR 91DWiTAt 'Wn•/76to AOP{.fRO ,-- . • / 7 _ . . 475 t ,.X�-'}052�5p5+/ / \\\\\\ 1+ ,� °RNINGE 6.SM BOUNDARY _ .— .NUN -- - /\J ✓ DRNNDE FLOP' (PREM., --�• —• I ' —• -• DEMEN110N POND OVERRDM LO ATON ($j�•� _ — — - 7 1 - -- '•`�`�" .ti RUNOFF SUMMARY TABLE D,AE . DESIGN P�N, mISO .� Cos _ `,74000 - 0 000 O`� �—{- , 7 / \ a BASIN ARIA Dino) —1i t.iilcT wa f 1 7.0 zAf 7. if t' \` 10 rf. MAIM! COEFFICIENT r 14617 S1Ai .K.WS MAY � / ♦ 100 TR. RUNOFF COEFFKtm �1•] .� •, `ArNtx". /y J PRotrouo MOMS too rR wu I l� I / + E1) \ 1DSAYC w¢FGI1 _ - / \ - illr LOSING ceEIEI 1 I 07/IA/10,f i� !1 NwJr D1ufwG-IcALE -I I 1 \ POMPOM) GRAVE. I 1 Js60E) SAKI Mr NOf71M41AL +'-JD .tMrYX: N/A C .K.WS PEW? 2 IEUMMRat'rR / 'r4� 4Q s 5015 TYPE PRO MD CONcion E - % . j t •• y PROPOSED DRAINAGE PLAN ti / / z' u l` I/-311 DON SAM \ JI ca' crAt/vAu Horn / ' ` it RAMP OIion \ °Mum C [DOWN, WW1 Mt APPNOMw dM notion MODEL DTA AILIUM ILEVAMM.S MAY vMr 81 1MDNCCI MO711.7-OOOIIf.Y ry1 I 7 PRO.OWED LItADRAL 01 DI of RNiio. POIN. AS DENVER oN 11« PLAN 'I TO flONSMilt Mt MC5 PMUSIA ♦ MSA MO .fL1al *d IX MO. (MP .O o• TAA.SG A OMOING PIMP I IMd1 MID Ma TV OVINC SI DXPM MINI MEL III *0441 D ALCOIO.G 70 *GRAN 'IUD saw, Know AvaNrAnd Call - `_ whits brnOW. boor/ you dig. ri• - . _ 1 SHEET: 1 OF 2 PREPARED BY: I)REXt I.. BAR.RF.LL R CO. Eagokmothen I to UU AIa wunrv.. r j�^ - tr tv ar l -I 7 Mr MaI CM It I=: '::111: Tie. ed TYPICAL Pan CUD( T PI NW M rMr � 11104 01A111t1 to Mle CAW nig OMIT 111t C tact as a CAM ORm M COAT CCIY 1.-.0Y-Na eta r01 o+AAANM lit NM RAN O IMO Pew man PROFILE PIPE OUTLET RIPRAP DETAIL NOT TO WAIL 'OP o rrlAWlG•OI.0 M. Oar =MD MIN TAR Im-n M►Q t"), MM ['EMU MON Olt ea r• torso / WM7 SCCig. —i NMM.OI (PI 111.1 NA II4_s .Nn MI (P) WY * NISI to -m• I IS. A *Mnl MR MI Of 041) •r .Vc w. wI-NWu vie ea myth Slut "-Al, I. •r OUTLET SECTOI A -A i W I/: 0u Mat .rill crrin ArrNAI. %IA1wr. nIo I W wo nap two •rnpfa .. tttC ro o.wfL R► M .ale-*NNY MAIN Sal. MI MCMN II sett *MIA IsIM tlAn an aims soot o.aa.ci CAIN SOL tw at TM 11111 Nn) PM. OLr-20K70 at Teri c N1! r uou as* man - huts ro cosy M 1,4 S MM .1/f ▪ •DM MO OWING NOIR It 00, t?- 5.500 10) oat net (Mtn to 00? MU* N -W 10) 1/a• awaIWIL 1 {L3 PLAN Ir I. D410I t DM (� . Ill SWAM) IT Igo- it DRffl MATE Of IA, MW OUTLET STRUCTURE DETAIL NOT TO W LL M r ~ea - moans NIa[IM tv rW aWrt tD11D11 PMO - 1uwNYY r + - • MAIN •r Cr RAN 4[h.Yt30 MO 1001 (.t) WWI neMITY Dewier MATT Drum r W r -a —a t m a/.'rt t1)p Ira N mt.r.ithe INW I ar a• as r• .t • b4 IDIOM. SWAM aIY' • 1 %.tr tNt. n.y w Nap M• W it •04t atN M tN1BlR Y' 14t 'We Se ger =M uu tat. ell r t Watt INN n 4l 4 .rw IMr WASH SCRFLS of TALL 5I TIUN© 4 IIIt..d9 lee Mw • r•rw One •w.• ••••I•• .•.s .r ... •..r r •••••••• M -w- 1,..r SO eel awe 1 NAM S. efts es �• rn • wµ • we ewer. •r1N w .Y•.r- rr� w .•w • • 1.10/ r- r atr s US.r • r.Nwr.MM r alyr r w« ...�..I.'.mr.• w ••••••••••• 044 f IYY.(Iwr ar M r•e IM M Y Ise w .pr••r.•1• mow. •. •.- ...A Swears r w .ro r r t IMMO Ca M MO CAN IBM OMr'.y -NOM 11'11 4' TRICKLE CHANNEL IIOT 10 WALL saffr •rr 0 wM t atn a Ow UM 80 00 fat ODA, r rs .%V 1.0101 o r — tea sew oar IMAM, N NNMI•rt wrn r1rMA.r INpS 'aaY.O. RONNrr OVERFLOW SPILLWAY NO) to WALE •CAN r NNam ON ging NIP OS SOW —.- O ` Pa Cr OS rr 111E NC NP MP = jp ice onto? lilt ON VID NU w l.N'I CA•Yo.pAIN r . n't; It CAPlON.. NNW CAPON= IYI1Y PREPARED TCR7. OW BURROS 1610 PACE ST. 9400 LONGMONT. CO 80504 CONTACT. WHAM MORE (910)-724-0224 C7 O a tir da v.) a . c0 td < r N SV�z O O J ISSUE DATE UM 4a/WIIA1 0J/1./JD14 DEMDNID 0R IAN DUw DIY YAD OWED Mrs LM( Tai NAM D191 RATS' YAL MMRIONTM. N/A ItNt0CA1. N/. DRAINAGE DETAILS ►AOSCT NO 212!3-000001 2 SHEET: 2 OF 2 4 - ST CV( NAT • Ax f P I Mail a al X PROPOSED GRAVEL • SRA PM PonaralePTIS pear a PARKING a A /4850 COUNTY R040 1 arm BROCA' w 10, .t REMOVER Pt/0 (KYE'R KCRIWT O TRUSOT it X ONO 6 PROPOSED TRASH ENCLOSURE i t. 1 SHED 1 1 _ 1 676000000 PHI/ S4ACIMA -ins ALLAY .A4Ytt's I se/ARCO/0 re air r 1 a r- • I) l B S CX CIA NA/ t. J_ 4- CX CAC! Llr OPANL A10ALRN ✓ OP MP 1 I LOTMARIS, PC 4ORR w A1t78wr o mus,F£ WSICWRON WI=W—_ LC112LM4 1-1IQt1M7 A ` I I 'PQOCQSED EIIERCENCY OSOtlLOw 9•ILMAY (SEE 0ETM llEET 2) weH TYPE 'V1' ELNEptRIPRAP (H'•Y AREA) I I I 1 I 1AOPOlED IY DIA PCC 001tes-POE sits - Si.! TYPEZ-RPRAP • • • • • V r \\ 14600 SAW& -CANS /BAY • 30 20 tO 0 30 ORIGINAL SCALE: 1.-3O' $0 DETENTION POND SUMMARY IIEQU.IRCILYk4Y (cv1>c tact) !JJt -- 1' ASN Mai 3439.20.. K4tl0_1 E__ _3046.30 100-!8. VOLUME Twat Nets 7.312 50011.11 _.1pe-YR.� M e711 Of fliIMOtflJ.4 mg_ ra14OM (ch) 1.29 .8100-YR. RANI SNI.Mt1E QM WO _UP__ EA1ERIANCY SPILLWAY ELEV. 5051,60 M. $PRLwY Wa 5052 02 RUNOFF SUMMARY TABLE DESIGN oar cONTR1BLJrING (east) IrN�t.)�. i R.y1ITT. �p(�Nia�)M I 2.0 2354 7 11 SLS 'a1 S TYPE HELOT 9LTY SAND I -7R SLOPE /] MRA1 tzars. trEs 10AB SITE NINON 2Fettt Is I a I' -7i VICINITY MAP sirs /MIcearr tie ROW FAZE a PINOWEVAlt KW7CYR (l CT Ml) CY 11$KY away a SPOT CLIKIAON PR SPOT LUNATION PM WTERNEOATE CONtOLR (1 LT INT) PR INOEZ CONTOUR PR RICE DRAINAGE BASIN BOUNDARY DRAINAGE FLOW DIRECTION DETENTDNt POND own -tot LO ATOM (MtAIWLE BASIN DESIGN P0017 HASIN I D BASIN AREA (AA TN) 10 YR. RUNOIE CO(OTCENT 100 YR RUNKE CO(EECENT PBOP0&D DillNDON 100-YR *51. El2S ONG AsPNA( L OS OTA N[ PROPOSED GRAVEL PROPOSED CONCRETE I .i. mIG WNTRR4 MOAN ARt NRROONATI. BAS al PO TAI !DRAM MOCK L DATA ACTUAL ULVATONS MAY WY PRcvOsm OWING OE DE OL RN nag PRM AS OETCRB 04 nw PLAN IS TO IX NONBTRAR RE PO WS MCUYIMY ARA NO U.SVM* SE 0E9Ol (PRIOR TO OitANNO A OAAOPIO PEMIat ERO. 14fio COLMM Pat NOSS Ot►Atf/1MMT) as SC AMUSED ACODOM0 10 AcTUAT TOLD $flV PPOSNATOt x X4664 20 4$J als ar l Know whits below. Call before you dig. PREPARED BY; I)RF XI'I , RAI(YtlJ. ! CO. IiI61naab•.Kutincyon IN IIIN AU MAD 1...4%. .AO M.t. LbI.ATAaoD1f W 11 ro•Iu'I d I'ISighEANAn 11 P@It tO..N.. 1aI IPSO VraG\ PREPARED FOR OW BURROS 1610 PACE ST X400 LONGMONT, CO 60504 CONTACT: NAIALE MAUERBE (170)-324-0224 CAMBRIDGE ANIMAL HOSPITAL ISSUE ' DATE IJSR S011eTTN 4:11/ .4/2'1.a r —ID it IRON !M OCRID 6T8 PRt MINIc1 mew Os OBE a 07/it/701a ATNRIa A L NWR12011TAL I• -3O' WRflCM: N/A PROPOSED DRAINAGE PLAN PR0RCt 110 212$2-000 Cv 1 SHEET: 1 OF 2 PRl I'AIfED BY: a TYPICAL PofC E1 J11LI Pkpj a.4•w •r Pd Olean Imt IN Pt Mot nn 'V OUT a 0 COATI (1 sa TO to ata Ho.-nJ tnlal PCS CUMII141 1/.. 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RI4 •lfl .W4 YO IROIRR YIWYP 1q1 d f OVERFLOW SPILLWAY Not To /CAL[ aWM . 0 loCOOS aQ ion] SECTOR TOP Of d• RAMP PIP OM it MP( web Yr I XEI., DARRELL t CO. E161144W1./Itityas 'II 11111 Abk 0'121+. +MYYLYY IVlsMM111.11 „•M.LAI't CMIM&$I AAAw r I 1.11tit 4sti q.r1.1111.1. t0O1.e. ...pact PREPARED FOR. DW BURROS 1610 PACE ST. /400 LONGMONT, CO 80504 DUCT: HAIMX YAUIERK (970)-324-0224 PLANNING DOCUMENTS FOR: CAMBRIDGE ANIMAL HOSPITAL 0 a a a: 6 J wO 0 "5A O O ISSUE ` DATE LA •,,. u V ' ',4 .. 317 4/1.:19 000140 II: MAb DRAM IT i MAO rtt ILM(GT oTOT 02/,•/2011 Ya tt' HORIZONTAL N/A 1QfCAL N/A DRAINAGE DETAILS PROJECT NO 912/1-000RCV 2 SHEET: 2 OF 2 Drainage Report Checklist Project Name: USR19-0035 Cambridge Animal Hospital The purpose of this checklist is to assist the applicant's Engineer with developing a drainage report that supports the intent of the Weld County Code using commonly accepted engineering practices and methodologies. Is the project in the MS47 Yes ® No If yes, the following requirements apply. See Chapter 8, Article IX of the Weld County Code. Report Content Weld County Case Number Certificate of Compliance signed and stamped by a Colorado Licensed PE lZ Description/Scope of Work Z Location (County Roads, S -T -R) X Nearby water features and ownership Total acres vs. developed acres Z Hydrological soil types/maps ❑ FEMA Flood Zones Z Urbanizing or non -urbanizing Z Methodologies used for report & analysis (full spectrum is not accepted) ❑ Base Design Standard used for permanent control measure design in the MS4 Discussion of offsite drainage routing — See #1 Z Conclusion statement indicating that the design will adequately protect public health, safety, and general welfare and have no adverse impacts on public rights -of -way or offsite properties X Hydrology and Hydraulic Analysis Z Design Storm / Rainfall Information (NOAA Atlas or Local Data) 1 Release Rate calculations - See #3 x Post construction site imperviousness __ Hydrologic calculations (historic & developed basins) —See #4 Hydraulic calculations for proposed drainage improvements (swales, culverts, riprap, pond, outlet, spillway, WQCV outlet, etc.) — See #5 Detention/WQCV calculations — See #6 Comments: See next page Engineering scale & north arrow ❑ Property lines, rights -of -way, and easements — See #7 ❑ 1' Contours & elevations (existing & proposed) — See #8 ® Pre- and post -development drainage basins Z Arrows depicting flow direction ❑ Time of concentration critical path — See #9 Z Drainage design points Improvements labeled - Permanent control measure and associated drainage features labeled 'No Build/No Storage', include design volume - See #10 Cross sections for open channels. profiles for pipes — See #11 Elevations for inverts. flow lines, top of grates, orifice(s), etc. - See #12 Pipe specs (size. material, length, slope) — See #13 Outlet and spillway details — See #14 Maintenance Plan • Frequency of onsite inspections Repairs, if needed Z Cleaning of sediment and debris Vegetation maintenance Manufacturer maintenance specifications, if applicable X Construction Drawings Z Stamped by PE X X Other Required Documents (If Applicable) Variance Request and documentation— explain hardship, applicable code section, and proposed mitigation. Variances will not be granted for the Base Design Standard requirement in the MS4. Department of Public Works I Development Review 1111 H Street, Greeley, CO 80631 I Ph: 970-304-6496 I www.weldgov.com/departments/public_works/development_review 8/20/2019 Drainage Report Checklist 1. Off -site Routing — include calculations for the swale that is to the north of the existing driveway to show that this swale is adequate to convey the 100 -year flows from the basin. Include calculations to show that the swale to the east of the developed site is adequate to convey the 100 -year flows from the off -site basins as well as the developed 100 -year flows from the spillway. Include calculations to show that the borrow ditch around Sandra Jean way is adequate to convey these flows without damaging downstream properties. 2. Update Section V.A. on Page 6 from 'Weld County Code requirements Section 23-12-30.' to '... Chapter 8, Article 11 3. The allowable release rate calculation is to be calculated using a historic imperviousness of 2%. 4. The Urban Check Equation shown on the Table 4-2 Time of Concentration worksheet for the existing site is not the equation in the most recent USDCM Volume 1. There is no Urban Check Equation shown on the developed site Table 4-2 Time of Concentration worksheet. 5. Spillway calcs — The Mannings N Value used should be for concrete. Riprap — Include the design for the riprap at the detention pond outlet as well as the spillway swale. Swales — See #1. WQCV outlet — the proposed holes with 5/16" diameter are too small and will easily clog. Use less holes with a larger diameter. 6. Proposed Storage Volume Provided Worksheet — The calculated WQCV volume from the report is 1188 CF and the worksheet shows the calculated volume as 1118 CF. 7. Label property lines, rights -of -way, and easements. 8. Ensure that proposed elevations tie into existing contours. 9. Include the Time of Concentration critical path on the map. 10. Label the Detention Pond as 'No-Build/Storage Area' and include the calculated volume. Show and label the trickle channel in the pond. 11. Include a cross section for the swale to the east of the pond. 12. Check the elevations on Sheet 2 of 2. Some of the elevations begin with 6000 instead of 5000. 13. Are there any driveway culverts? Show the specs for the existing culvert at the north end of the property. 14. The spillway concrete needs extend 5' into the embankment and to be tied back to the top of the embankment. The spillway riprap needs to extend to the toe of slope in the swale. 15. The outlet pipe swale shows grading extending into the Sandra Jean Way right-of-way. Permission is required for this improvement/construction. 16. Weld County Code states "The outlet pipe must contain a minimum of two concrete cutoff walls embedded a minimum of 18 inches into undisturbed earthen soil. The cutoff walls must be a minimum of 8 inches thick. The outlet pipe bedding material must consist of native earthen soil, not granular bedding material, to at least the first downstream manhole or daylight point." Show these anti -see collars on the construction drawings. 17. Once the revised design and drainage report have been submitted, the County may provide additional comments in addition to the ones listed above. Depending on the complexity of the changes made, a full 28 -day review period may be required. 18. Please provide a written response on how the above comments have been addressed when resubmitting the drainage report. Thank -you. Department of Public Works I Development Review 1111 H Street. Greeley, CO 80631 I Ph: 970-304-6496 I www.weldgov.com/departments/public_works/development_ review 8/20/2019 DBC Drexel, BarrelI & Co. Traditional Services, Innovative Solutions Since 1949 DREXEL BARRELL & Co. Eng neers - Surveyors MEMORANDUM TO: DVM Burros 1610 Pace St. #400 Longmont, CO 80504 Attn: Natalie Malherbe FROM: Derek Schuler, P.E., PTOE DATE: February 14, 2019 RE: Traffic Narrative for Cambridge Animal Clinic, Longmont, Colorado (unincorporated Weld County) This memorandum serves to summarize the land use, probable trip generation, and vehicular access to the proposed small animal clinic/veterinary hospital to be located at 14761 County Road 3, Longmont, CO. The site will actually have access from Weld County Road (WCR) 1, which leads to a signalized intersection with state highway 66 roughly % miles to the south. See the attached figure for a vicinity map and proposed site layout. The existing undeveloped property is roughly 20 acres and only 2 acres will be developed for this site. The property is zoned as AG — Agricultural and veterinary clinics may be allowed by special review. The site is surrounded by similar existing or planned uses such as small business sales (firewood, granite, etc.) and also agricultural farming. The proposed 5,000 SF building will be entirely for the veterinary clinic. There are 28 automobile parking spaces proposed on gravel surfaces. The parking spaces designated for customers and employees are 17 and 11 respectively. One of the customer spaces is handicapped and van accessible. An existing access to WCR 1 will be utilized for this site. The access was constructed for large trucks to travel to an oil/gas facility and is more than adequate for the proposed use. Proposed Land Use & Trip Generation The proposed land use will be for a small veterinary clinic. The business will operate from 8:00 AM to 6:00 PM, Monday to Friday and 8:00 AM to 12:00 PM on Saturday, with employees arriving and departing generally at the beginning and end of each work day. 6 employees will be working a full day on any given day. The owner estimates roughly 40 customers are expected to arrive steady throughout the day plus a few delivery vehicles. 1800 38'x' Street. Boulder. Colorado 80 301 (303) 442-4338 i)8 Job No 21282-0QGRCV Traffic Narrative for Cambridge Animal Clinic, Longmont. CO Page 2 Table 1 below shows the probable trip generation numbers. The table shows the number of expected trips for the development using the latest ITE trip rates and the owner supplied data. This manual is currently in its 10th edition and is an industry accepted informational report published by the Institute of Transportation Engineers. The Animal Hospital code #640 was used for peak hour trips. The manual did not include daily rates and that information was estimated based on the owner's information presented in previous paragraph. Using the ITE rates and the owner supplied data, the development is anticipated to generate about 100 daily trips, 21 trips (15 in/6 out) in the morning peak hour and 23 trips (9 in/14 out) in the evening peak hour. Table 1 - Trip Generation _ • -- -- E stimatefor , L ITE Code Land Use Size Tnp Generation Rates' Trips Generated Average Weekday Tnpa' AM Peak -Hour (7 - 9) PM Peak -Hour (4 - 6) Inbound %Tnps Trips Outbound %Tops -Ws Total e Inbound -res 'rigs Outbound %Tngs "rips Total Avg. Weekday AM PEAK PM PE AK **cc - animal Hospital _ C _ - ..7; 472 100 72% It: 28% = _ 1 - - , 9 E I% 13 22 Total Trips 100 15 6 21 9 14 1 Source. Tnp Generabon' Institute of Transportation Engineers. 9th Edition, 2O12. Except fordaiytotal trips not provided in the manual. see next footnote. Average Weekday Trips estimated per r formation from timer (40 customers, 6 employees, and 4 deliveries per day)x 2 = IOU trips KSF = 1000 Gross Leasable Floor area Existing Roads & Distribution The site has a single access onto WCR 1, a two-lane rural arterial. Per the owner, roughly 70% of the site traffic will be to/from the south. This is reasonable as this leads towards the signalized intersection with state highway 66 and further towards central Longmont. This traffic will enter the site by right turn (maximum of 11 vph) with minimal impacts to through traffic on WCR 1. The remaining 30% of traffic will need to make a left turn (maximum of 5 vph) in the existing southbound through lane with very minor disruption to through traffic. The maximum turning volumes are below the thresholds for right and left turn lanes (25 and 10 vph respectively) for a rural highway per the State of Colorado Access Code. Conclusion With the addition of the proposed development, vehicular traffic will be more than adequately accommodated by the existing street network. If you have any questions or would like to discuss my analysis further, please don't hesitate to contact me. Sincerely, Drexel, Barrell & Co. (Dere&Scfluter Derek Schuler, P.E., PTOE Transportation Group Leader 1800 38r1' Street. Boulder, Colorado 8030I (303) 442-4338 DB Jan No 21282-UCGRCV C4- nr; 1 rt. ifYri-„, ' -4,r;,.;'-^ tzr'.--1+_,z,i; ^r") - Tue, 04/02/19 11:41:19 -0600 Show Full Headers I Print I Close Printer View From: Lauren Light <Ilight@weldgov.com> To: Kim Ogle <kogle@weldgov.com> Cc: "sherilockman@what-wire.com" <sherilockman@what-wire.com> Subject: RE: USR 7 day review Date: Tue 04/02/19 11:16 AM Please add this to accela and EH is ok to move forward. Thank you Lauren Light, M.B.S. Program Manager/Environmental Planner, Environmental Health Services Weld County Department of Public Health & Environment 1555 N. 17th Ave. Greeley, CO 80631 Ilight@weldgov.com 970-400-2211 (office) .• r PHAB .lit, -M 1J. 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. From: sherilockman@what-wire.com <sherilockman@what-wire.com> Sent: Monday, April 01, 2019 3:33 PM To: Lauren Light <Ilight@weldgov.com> Cc: Kim Ogle <kogle@weldgov.com> Subject: USR 7 day review ( autian: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Lauren, You were the conact listed on the 7 day review for the USR associated with PRE18-0273. You had concerns with the letter from the Longs Peak Water District referring to a residential tap, dust and noise. Longs Peak Water District does not sell a "commercial tap". Their taps are based on demand. Dust should not be an issue. The short distance between the County Road access and the turn into the clinic will require cars to limit their speed. Noise from within the clinic will not be heard from the surrounding properties. Please let us know if this adequately addresses your concerns. Sheri Lockman Lockman Land Consulting, LLC 36509 CR 41 Eaton, CO 80615 970-381-0526 Shed Lockman (sherilockman@what-wire.com) - Tue, 04/02/19 11:41:19 -0600 Diana Aungst From: Sent: To: Subject: Natalie <docmalherbe@gmail.com> Thursday, July 25, 2019 4:07 PM Diana Aungst Fwd: Sign on building Cambridge Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Diana, This is what my architect measured. Thank you Natalie Sent from my iPhone Begin forwarded message: From: Jeff Van Sambeek <jeff@lodestonedesign.com> Date: July 25, 2O19 at 2:37:21 PM MDT To: Natalie <docmalherbe@gmail.com> Subject: Re: Sign on building Natalie, The lettering I'm showing on the front of the building is 9" tall and a total of 15'-11" long. That's 11.9 square feet. Thanks, Jeff Jeffrey Van Sambeek Principal Architect Lodestone Design Group O: 303-800-8633 M: 3O3-819-4134 On Thu, Jul 25, 2O19 at 12:19 PM Natalie <docmalherbe@gmail.com>wrote: Hi Jeff! Do you happen to know roughly how big the sign on the building is that says cambridge Animal Hospital? So sorry they are asking and I didn't want to mess that up. Thanks Natalie 1 SW Perspective 1 „Au ( 2 West Perspective sc: k4F COMMERCIAL DEVELOPMENT RIDGE ANIMAL HOSPITAL ']ME 12/O/16 R.4.50/11; ; NS C-14 MO. ra IS$4 RLC RD _ DATE Arms„. tiM ". vW.... sn *e..e.. '1.. 40..••.11 .....a... < PInaavKlel ua..nr Iwja .span slake .11vlaean Y . .I riled Nv.vt tM u_ Conan 01 L.a41e.. C..Yvn Caw* L«C'(n 4C. * utC.J. ti�rT^`r� oCwR !MAMA yJttl . .. «. ,t A4.0 Diana Aungst Subject: FW: Cambridge Animal Hospital noise Original Message From: Natalie <docmalherbe@gmail.com> Sent: Tuesday, April 02, 2019 11:12 AM To: Lauren Light <Ilight@weldgov.com> Cc: sherilockman@what-wire.com Subject: Cambridge Animal Hospital noise Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi Lauren, I received your question regarding the noise from the animals in hospital being an issue for adjacent houses. This is a great question and one I think I can explain how it will not be a problem. Our practice currently is located in a strip mall. We share a wall with a hair salon on one side and a pizza place on the other. In the 9 years we have been there we have not had one complaint regarding noise or smell. It is very common to see veterinary practices and emergency hospitals in lease hold strip malls. So I feel confident the large space between us and the houses will not be an issue. Please feel free to email with any questions. Thank you Natalie Malherbe 970 324-0224 1610 Pace St #400 Longmont, CO 80504 Sent from my iPhone Hello