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Home My WebLink About20180280.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION DEPARTMENT OF PLANNING SERVICES * 1555 N. 17TH AVENUE * GREELEY, CO 80631 www.vweldgov.com * 970-353-6100 EXT 3540 * FAX 970-304-6498 FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: Parcel Number: �( 1p - c -o - n Address of sue: Legal Description: - _C2 _I _I_ Ltrir;$ if\ Section: (*A 12 digit number on Tax I.D. information, obtainable at w w w .w eldgov.com). Z5 Township: / N Range: 4,2 w Zone District:Acreage: itesto Floodpfain:YON Geological Hazard:ONON Airport Qverlay:DY FEE OWNER(S) OF THE PROPERTY: Name: Company: Phone #: c Street Address: r� City/State/Zip Code: Name: I} F 4,4 7 7 4...tie a .�I 92. RkAri‘dub...1/4 C� erigikeisaa e CC/01 Company: Phone #: Street Address: _ City/State/dip Code: Name: Email: Company: Phone #: Street Address: _ City/State/Z'i p Code: Email: APPLICANT OR AUTHORIZED AGENT: (See below: Authorization mustaccorrpanyall applications signed byAuthorizedAgents) Name: Company: Phone #: Email: Street Address: City/State/Zip Code: PROPOSED USE: p/ctt' d Lice_ se_y:rele- ,-f 1` _v -spec CI CS sitarik 0- in 111 04 etc' • Ifin 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 mustsign 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 to legal auth r to sign for the corporation. /O Siiatur : Owner or Authorized Agent Date p Signature: Owner or Authorized Agent Date C Print Name Print Name Rev 4/2016 USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE Answer the following questions on a separate sheet. If a question does not pertain to your use, please respond with "not applicable". For assistance with some of these questions see this website: http://www.co.weld.co.us/Departments/PlanningZoning/LandUseApplicationsAssistance/ApplicationAssistance.htm I Planning Questions: Planner on Call 970-353-6100 x3540 1. Explain, in detail, the proposed use of the property. The property is owned by Dan Shepherd and his wife. Dan operates a food trucking company at the property. The warehouse is used to transfer refrigerated freight from trailer to trailer for distribution purposes. He has 60 tractor trailer trucks that haul food such as meat, dairy and produce. The majority of the trucks are not at the site at any given time. The fleet is mainly over the road trucking. The drivers may leave their personnel vehicles on the site while they are on the road. Minor truck maintenance such as oil changes, tires and brakes are performed on site. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. Chapter 22, Article II, Section 22-2-20.B.2 A. Policy 2.2 allows for commercial and industrial uses, which are directly related to or dependent upon agriculture, to locate within agricultural areas when the impact to surrounding properties is minimal or mitigated and where adequate services and infrastructure are currently available or reasonably obtainable. These commercial and industrial uses should be encouraged to locate in areas that minimize the removal of agricultural land from production. Chapter 22, Article V I , Section 22-6-20.A ECON.Goal oal 1. Encourage the expansion of existing businesses and the location of new industries that will provide employment opportunities in the County. 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. Chapter 23, Article III Section 23-3-20.E allows for the temporary storage and sorting of, in transit, of crops, vegetables, plants, flowers and nursery stock not raised on the premises and not for sale on said premises as a use by right in the Agricultural Zone District. Section 23-3-30.A allows structures for the storage of equipment and agricultural products as an accessory use in the Agricultural Zone District. Section 23-3-40.B. allows for an Agricultural Service establishments primarily engaged in performing agricultural, animal husbandry or horticultural services on a fee or contract basis, including: 1. Sorting, grading and packing fruits and vegetables for the grower. Section 23-3-40.S allows for any use permitted as a use by right, an accessory use, or a use by special review in the Commercial or Industrial Zone Districts (parking, staging and storage of commercial vehicles and equipment for any use permitted as a use by right, an accessory use, or a use by special review in the Commercial or Industrial Zone Districts (parking, staging and storage of commercial vehicles and equipment) Section 23-3-40.W allows for uses similar to the uses listed above as Uses by Special Review as long as the use complies with the general intent of the A (Agricultural) Zone District (parking, staging and storage of commercial vehicles and equipment and the trucking of agricultural products including meat, dairy and produce). 2. Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. To the south are lands in dryland d agriculture, to the west are irrigated lands in production agriculture, to the north are irrigated lands in production agriculture and to the east is a residential subdivision known as Wattenberg. rg . The property has historically been utilized a warehouse with limited trucking activity. All lands south of the building are located within the 100 year AE Floodplain. 3. What are the hours and days of operation? (e.g. Monday thru Friday 8:00 a.m. to 5:00 p.m.) The normal hours for personnel are as follows Office 5:30 am to 9:00 pm 7 days a week Warehouse 6.00 am to 9:00 pm 7 days a week Truck 6:00 am to 9:00 pm 7 days a week There may be unusual occasions when the site may need to be accessed outside of normal hours such as: 1. Truck leaving off hours for customer required delivery times. Trucks are only loaded within normal operating hours and truck will only leave or arrive with direct access to CR 6. 2. Bad weather causing delays for trucks for trucks arriving. 3. Trucks breaking down causing delays for trucks arriving. 4. Emergency maintenance that would need done on equipment or trucks. May also require office personnel. Should be noted that actual business does not and will not operate outside of hours shown above. 4. List the number of full time and/or part time employees proposed to work at this site. Up to 26 employees on the site at a time max (8 local drivers that use company trucks for pickup and delivery) (3 warehouse) (3 shop) (12) office personnel Over the road drivers are not accounted for in these numbers. They will simply park their personal vehicles and leave. There may be up to 10 of them on the site at a time. They leave and may be gone up to 3 days. 5. If shift work is proposed include the number of employees per shift. Office personnel only may have 2 shifts from 6 am to 9 pm (Friday night only) 6. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. No contractors, Up to 10 truck drivers a day addition to office/ local employees Typically 1 truck a day in addition to company owned trucks Up to 2 customers a day No volunteers 7. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. No animals 8. Describe the type of lot surface and the square footage of each type. (e.g. asphalt, gravel, landscaping, dirt, grass, buildings) 5545 sq ft of existing concrete 24,800 sq ft of existing building 231,050 sq ft of existing gravel surfaces. 4641189 sq ft of landscape areas/ farmland. 9. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? 26 for employees 40 for over the road trucks. Truck Driver cars park where the trucks were. (1) ADA space provided along existing concrete paving along north side of building. 10. Explain the existing and proposed landscaping for the site. No additional landscaping planned. Disturbed areas will be seeded in native grasses, and the south area of the parcel will remain in agricultural production. 11. Describe the type of fence proposed for the site (e.g. 6 foot chain link with earth tone slats) Owner agrees to place an 8' corrugated steel fence to the east property line in place of the existing chain link next to residential area (approx. Soo-lineral feet) if the consensus of the neighborhood is that they would find it to be beneficial. 12. Describe the proposed screening for all parking and outdoor storage areas. Additional screening will be provided along the east side only if the residential property owners to the east want it to be placed. The owner prefers not to screen other areas for security purposes. 13. If the site is located in a flood Alain outdoor storage is restricted. No outside storage is planned in the flood plain. 14. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occu rs . None planned 15. Who wi l l provide fire protection to the site? Brighton Fire Department 16. 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. Fence would be the only improvement to be constructed within 8 months of USR approval (The owner could install earlier if the County or nearby residents required it) Engineering questions: 970-353-6100 x3540 1. Describe how many rou nd tri pslday 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) Passenger cars pickups 35 trips a day One employee makes several trips a day in and out as part of her job. Tandem trucks Up to 12 trips a day Tractor trailer 22 trips a day 2. Describe the expected travel routes for site traffic. 75% East to HW 85 on CR 5 25% West to I -25 on C R 6 3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) 75% East to HW 85 on CR 6 25% West to I -25 on CR 5 4. Describe the time of day that you expect the highest traffic volumes from above. 6amto7am and3pmto5pm 5. Describe where the access to the site is planned. Plan is to use current access at this time. Owner agrees to add another access point on the west side if that is deemed necessary to reduce noise and light to residential area and is acceptable to Weld County. 6. Drainage Design: Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. The historic conditions for the site included almost all the current impervious surfaces so no drainage report will be submitted. A. Does your site qualify for an exception to stormwater detention? If so, describe in a drainage narrative the following: 1. Which exception is being applied for and include supporting documentation. 2. Where the water originates if it flows onto the property from an offsite source 3. Where it flows to as it leaves the property 4. The direction of flow across the property 5. If there have been previous drainage problems with the property B. Does your site require a stormwater detention pond? If so, the following applies: 1. A drainage report summarizing the detention pond design with construction drawings and maintenance plan shall be completed by a Colorado Licensed Professional Engineer and adhere to the drainage related sections of the Weld County Code. 2. The drainage report must include a certification of compliance stamped and signed by the PE which can be found on the engineering website. 3. A general drainage report guidance checklist is available on the engineering website. More complete checklists are available upon request. USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE (PAGE 2) Environmental Health questions: 970-304-6415 x2702 1. What is the drinking water source on the property? If utilizing a drinking water well include either the well permit or well permit application that was submitted to the State -Division of Water Resources. If utilizing a public water tap include a letter from the Water District, a tap or meter number, or a copy of the water bill. Existing Water Well permit # 13320-RF to be used for commercial well. Well water is potable and additional drinking water is provided. Well is currently being down rated for commercial use. 2. What type of sewage disposal system is on the property? If utilizing an existing septic system provide the septic permit number. If there is no septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health and Environment prior to submitting this application. If a new septic system will be installed please state "a new septic system is proposed". Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy. Private leach field is existing. If required the sanitary system will be evaluated and brought into compliance as required. 3. If storage or warehousing is proposed, what type of items will be stored? Warehouse frozen and refrigerated foods including produce. 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. 8 yard dumpster is provided on site for trash. Used engine oil will be stored until it is hauled away by Green Thum Recycling. 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. 300 gallons of gasoline and 300 gallons of red diesel 6. If there will be washing of vehicles or equipment on site indicate how the wash water will be contained. Steam rinse out inside trailers (food residue only) The exteriors of trucks and or trailers will be washed offsite. If there will be floor drains indicate how the fluids will be contained. All existing floor drain(s) will be plugged and cement -in to a depth of 6 -inches. 8. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc. No air emissions 9. Provide a design and operations plan if applicable. (e.g. composting, landfills, etc.) N/A 10. Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.) N/A 11. Additional information may be requested depending on type of land use requested. Building questions: Jose Gonzalez 970-353-6100 1. List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the square footage. The building is existing, the break down of spaces is as follows: 3200 square feet of office ( within warehouse area) 24,800 square foot of warehouse/ shop 2800 square feet of cooler The building construction consists of a metal building structure and exterior and wood framed interior offices. 2. Explain how the existing structures will be used for this USR? The office will be used by administrative personnel. The warehouse area will be used to store food and light maintenance of trucks. The cooler will be used to refrigerate food. 3. List the proposed use(s) of each structure. The building will be used as shown in #1 M Gmail IGA 1 message Eric Wernsman <ejwerns25@gmail.com> Eric Wernsman <ejwerns25@gmail.com> To: Todd Hodges <thodges@fortlupton.org>, dan shepherd <dan@shepherdltd.com> Hi Todd, I hope you are doing well. I am helping Dan Shepard with his USR case with Weld County. To cover all of the application bases, Kim mentioned that we should reach out to you. Can you please send me an email that I can submit with the packet that says you have been contacted by Dan and are discussing options? ( If you are comfortable with that Please let me know if I can provide anything. Thank you! Eric Wernsman Wernsman Engineering and Land Development LLC Cell 970-539-2656 Tue, Oct 3, 2017 at 6:45 AM Notice of Inquiry Development within a Coordinated Planning Agreement or Intergovernmental Agreement (CPA or IGA) Boundary Date of Inquiry 8/31/2017 Municipality with CPA or IGA Fort Lupton CPA Name of Person Inquiring Dan Shepherd Property Owner Dan Shepherd Planner Kim Ogle kogle@weldgov.com Legal Description Lot B, RE -373, PTN2 NW4 Sec. 25, Ti N, R67W Parcel Number iA r/'1o op o Nearest Intersection ,�'�IS, , co T Type of Inquiry - - f Q Q. --32.144. 4.1 W � ' 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 WPOLkiSCO9t 4. b1 QC t, SAIMiE . t14SViblaif0242 Yap 41 Y 1.41eNti4 Of* Name/Title of Municipality Representative Municipality Comments Signat a •f ,y eld County Planner Signature of Municipality Representative Please return the signed form by to: Weld County Planning Department 1555 N 17th Avenue, Greeley, CO 80631 (970) 353-6100 x3540 ^' (970)304-6498 fax Weld County Public Works Dept. 1111 H Street P.O. Box 758 Greeley/ CO 80632 Phone: (970)304-6496 Fax: (970)304-6497 Applicant Name Company Address s Let leteirar 3 teortakb_ Ave. F City �-4- f „ipoie" State CO Zip @o& t I Business Phone 3,3 3.1/3 Fax E-mail ,e+.eShCthB✓Y( I III ,C:em Parcel Location & Sketch The access is on WCR Nearest Intersection: WCR to Distance from Intersection 50 Parcel Number Section/Township/Range & WCR 140.qck Vito? 2 5-0O00 � 1 2e51 r 1,7 Is there an existing access to the property? Number of Existing Accesses NO i Road Surface Type & Construction Information OpL Asphalt )(-- Gravel Treated Other Culvert Size & Type Materials used to construct Access Construction Start Date Finish Date Proposed Use ❑ Temporary (Tracking Pad Required)/ $75 tin.Small Commercial or Oil & Gas/$75 G Field (Agriculture Only)/Exempt ACCESS PERMIT APPLICATION FORM Property Owner (If different than Applicant) Name 1 Address City State Zip Phone Fax E-mail A = Existing Access A= Proposed Access t N M U WCR f . Al it) 91Ct WCR ❑ Single Residential/$75 ❑ Large Commercial/$150 Is this access associated with a Planning Process? o No Required Attached Documents - Traffic Control Plan -Certificate of Insurance ❑ Industrial/$150 ❑ Subdivision/$150 XUSR ❑ RE ❑ PUD ❑ Other -Access Pictures (Fpwrthe Left, Right, & into the access) By accepting this permit, the undersigned Applicant, under penalty of perjury, verifies that they have received all pages of the permit application; they have read and understand all of the permit requirements and provisions set forth on all pages; that they have the authority to sign for and bind the Applicant, if the Applicant is a corporation or other entity; and that by virtue of their signature the Applicant is bound by and agrees to comply with all said permit requirements and provisions, all Weld County ordinances, and state laws regarding facilities, `6 struction. Signature Approval or Denial wi Printed Name Agt,,) c' �a,.(Cif,Xs/4s Date ed in minimum of 5 days. /6-1/6/, Approved by On„;, -"rd fl -,+n L Pm fin ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Advanced Transportation Planning and7raffic Engineering John M.W. Aldridge, P.E. Colorado Licensed Professional Engineer October 4, 2017 Mr. Dan Shepherd c/o Weisman Engineering & Land Development, LLC 1011 42nd St. Evans, CO 80620 RE: Traffic Impact Study Food Distribution Center — Weld County Dear Mr. Shepherd: 1082 Chimney Rock Road Highlands Ranch, CO 80126 303-703-9112 Mobile: 303-594-4132 This letter provides a narrative regarding the potential impact on traffic operations occasioned by the development of food distribution center on the south side of CR-6 east of CR-23. The project site location (in red) and surrounding area is shown on the figure below. SITE INFORMATION The food distribution center will deliver fresh and frozen foodsvia 24 foot box trucks and semi - tractor trailers. The center will employ 12 full-time and 4 part-time employees. The office will ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Page 2 of 6 operate on a average weekday from 5:30 am to 6 pm. The 25,500 square foot warehouse will operate on an average weekday from 6 am to 9 pm. Deliveries occur from 6 am to 4 pm during the average weekday. The warehouse will operate on a limited basis on weekends. EXISTING CONDITIONS The property currently has one access to CR-6 which will remain in place. Leona Ave. abuts the access drivewayon the east side, however there is a chain link fence between the street and driveway and Leona. Ave. is a northbound one-way out only movement. CR-6 is a paved two-lane, undivided, collector type roadway. According to Weld County's Transportation Plan, it currently carries 1,891 ADT of which 16 percent are trucks. The posted speed limit is 35 mph. The access is currently unused so no level of service analysis can be performed. FUTURE CONDITIONS & IMPACTS The trip generation for the office/warehouse operation is based on rates and equations from the ITE Trip Generation Manual, 9t1 Edition. The owner's estimate of the number and time of deliveries is used to determine the average daily and the AM and PM peak hour trip generation. The owner estimates that local deliveries by the four box trucks will leave anywhere from 6 am to 9 pm and make three round trips during the day. From 6 to 12 semi - tractor trailers will leave the site in the morning and return later in the day. The exact times on the return trip are random. The owner estimates that 6 to 10 semi -tractor trailers will leave in the afternoon but again the return times are random. As the peak hour of the adjacent street is one hour between 7 and 9 am and 4 and 6 pm the number of deliveries in the peak hour is half the two-hour total. Worksheet Trip Generation 1TE CODE LAND USE UNIT QUANTITY ADT AM PM 1N OUT 1N OUT 150 Warehousing EMP 16 3.89 0.37 0.14 0.21 0.88 62 6 2 3 6 nia Deliveries 116 2 8 2 5 Total Trips 178 8 10 5 11 The owner estimates the 75 percent of the vehicular traffic is to/from the east and US -85 which a little over a mile away. The other 25 percent is to/from the west and 1-25 which is about 7 miles away, The trip assignment for the AM and PM peak hour is shown on the next page. PTA ALDRIDGE TRANSPORTATION CONSULTANTS, LLC 0 CR r 110+ yr �a r AM Peak Hour Trip Assignment -11O -4 C �.•R: 1 aaa PM Peak Hour Trip Assignment Page 3 of 6 Per the Weld County Transportation Plan, the 20 -year growth factor is 2.4. The 20 -year forecast volume is approximately 4,538 AADT. In five years at that rate of growth the volume will increase to 2,353 AADT. A level of service analysis with Synchro v9.1 shows that the intersection will operate at LOS A/A in the AM and PM peak hours under the existing conditions. It will continue to operate at LOS A/A in the five years, 2022 conditions. In 2037 the increase in the background traffic will reduce the LOS to BM. A summary table is provided below. The Synchro graphics and reports are attached for reference. Intersection Existing with SG 2022 with SG 2037 with SG AM PM AM PM AM PM CR-6/FDC A/9,2 A 9.1 A/9,4 A/9,3 B/10.8 B/ 10.3 MITIGATION About auxiliary turn lanes, neither a right in or left turn in lane is warranted per the Weld County Engineering and Construction Criteria, Section 6.6.1. A right turn lane is warranted at greater than 25 vehicles per hour and a left turn lane is warranted at greater than 10 vehicles per hour. The driveway is approximately 25 feet in width and the curb radius is approximately 50 feet which are more than adequate for trucks turning in and out of the driveway without crossing over into the opposing lane of travel. No improvements are necessary to the driveway. CONCLUSION Based on the analysis herein, it is my professional opinion that the traffic impact from the Food Distribution Center is negligible and that no mitigation to the existing traffic control and intersection geometry is warranted. r ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Page 4 of6 Should you have any questions or need additional information please call me at 303-703-9112. Thank you for the opportunity to be of service. Respectfully submitted, Aldridge Traps station Consultants, LLC John M.W. Aldridge, E, PTOE, AICP Principal Jmwa/me ALD RIDG E TRANSPORTATION CONSULTANTS, LLC FDC 3: Access & R-4 Page 5 of 6 AM Peak Hour 1 1:i,"C ,p2317 h r5e1. ian tit DElay. `i'veh LIE ikrvement EBT EBR Vr1BL 'AGT NEL N _a -le Cmfi&ura gars Traffic Va e4uh Future lid. veh&h o P =, #'hr alp CrilII LF PT Chainelized 5to a:s "Qeh it Median Sb rage, R grade. Pak Hoff Falter Hen§ Vehicles, vrnt F bar 1' 110 2 11D 2 0 a Free Free - Wine 0 2,2 a '9: 2 2 120 2 4 6 90 3 3 90 .3 0 0 7 FrEe Free Sign Nine 0 CI 92 92 2 7 98 aJ a 7 -r Stop None 92 92 2 :3 B Ma' Sem Write rM ct 7~ Flaw Pd Slaw _:age VZ Hdviy furl G c= `I d w Si; FaIIINfrip Pct Cap -1 Mareveer a SIagE, Stage .2 Platoon blocker, May Cap -1 Phanetwer May Cap -2 Pli1aneuv Sags, 1 Stage 2 170 . 122 0 • 4.12 14&5 1455 • . 2a2 121 121 111 6.42 6.22 5.42 5.42 ►x.518 3.31B 756 930 904 914 752 g30 S• 90 90 JlpppacfY EE; u by Corib-o I Delay, Hal LOS 92 .e. Minor Lancalajcr Wirt NBLn1 EBT EBR WEL 1h131 Capacily ,v$Li) 8L1 1165 ii.scriii Lane '..CC Ratio 0.013 - C". 01 HCM Ccnirol Delay I:S) t2 7.5 0 i PM1 Lane LOB A - A A 11CM 95th Vie q.'19111} A T C rrrhc a S rch Ei F:epth Page ALDRIDGE E TRANSPORTATION CONSULTANTS, LLC FCC 3: Access & CR.-6 Page 6 of 6 PM Peak Hour 1C'"(6, J17 lit Delay, aNieh kilErsteinent ST EBR "NB_ FAE,T NE=_ NeR Lane Cr anficJrators rt Traffic kirt w'h 4 1 4 110 Future Corflicting Pads, 4t1r Sign C `nUnn. ST CIJanneli &d Bk ra e LE ic'F 'r Eii Er Median Stcrage, # Peak Hair Factor 1e 'thnl Fbw oD 1 F -eE° F rE€ 4 110 0 0 FrEe Free • , yore - None C' r" U 92 96 1 0 0 2 22 2 2 4 120 I] I] 2 2 3 •3top None r `. 9 MajariMinor oV2 Wort Corr cur, FI:w AI C '] 0 23 98 Silage °1 Nig SEag E 2 f Critical 'Hdwv CribEa Hdcw Sic Critical Hwy St; 2 Fa' p Hrhrr4° p:t Cap -1 Mar2L-poEr -° .rare r` Slag rte.. • G � Pis tam b I de IMO Cap -1 PM E. - MEP/ Cu -2 ratarr "J,5E.- SO 412 128 6.42 6.22 5.42 5.42 3.518 31 B 762 968 925 898 els 76i] 958 7')] Slage 1 926 S1a'jE° 2 8 as elf Approach EB iht NB 1CM Carritral Delay, a C 0.3 9.1 I LOS Naar Laa al Swat EBT E.BR. WEIL Capa city4 t.Thi6194 - 1A941 HCI'd Lane ',,E7C kali° 0.013 - D. EC 3 11.0 Hal Control Delay (s) HCM brie LA'S 7. • a A A A H ��1 Ir %lie Owehj a funca Sync I-ro+ 9 Re p:rt Pag2 FDC AM Peak Hour F90 r6 CR-6 1104 2� -r JMWA Aldridge Transportation Consultants, LLC 1010512017 FCC 3: Access & CR-6 AM Peak Hour 10/05/2017 Intersection Int Delay, slveh 0.6 Movement EBT EBR VVBL VVBT NBL NBR Lane Configurations 4 Traffic Vol, veh/h 110 2 6 90 3 7 Future Vol, vehlh 110 2 6 90 3 7 Conflicting Pods, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - - - - 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 MEI Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 120 2 7 98 3 8 Major/Minor Majorl Major2 Minor1 Conflicting Flow All 0 0 122 0 232 121 Stage 1 - - - - 121 sib Stage 2 - - - - 111 Critical Hdwy - - 4.12 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 Critical Hdwy Stg 2 m 5.42 Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1465 FA e 756 930 Stage 1 - - - 904 Stage 2 - - - - 914 Platoon blocked, % Mov Cap -1 Maneuver - - 1465 752 930 Mov Cap -2 Maneuver - - - - 752 Stage 1 - - - - 904 Stage 2 - - - - 909 Approach EB VVB NB HCM Control Delay, s 0 0.5 9.2 HCM LOS A Minor Lane/Maj or Mvmt NBLn1 EBT EBR WBL VVBT Capacity (veh/h) 868 - - 1465 HCM Lane WC Ratio 0.013 - 0.004 HCM Control Delay (s) 9.2 - - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 411 0 ATC jmwa Synchro 9 Report Page 1 FDC PM Peak Hour E110 r4 CR-6 90÷ 1-tik C) O CD U) M o0 JMWA Aldridge Transportation Consultants, LLC 1010512017 FCC 3: Access & CR-6 PM Peak Hour 10/05/2017 Intersection Int Delay, slveh 0.6 Movement EBT EBR VVB L VVBT NBL NBR Lane Configurations or+ 4 3 Traffic Vol, veh/h 90 1 4 110 8 Future Vol, veh/h 90 1 4 110 3 8 Conflicting Pods, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length FPO 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 MEI Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 98 1 4 120 3 9 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 99 0 226 98 Stage 1 98 Stage 2 128 Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 ME 5.42 Critical Hdwy Stg 2 m 5.42 Follow-up Hdwy i i 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1494 FA e 762 958 Stage 1 926 Stage 2 898 Platoon blocked, % Mov Cap -1 Maneuver 1494 760 958 Mov Cap -2 Maneuver 760 Stage 1 Imp 926 Stage 2 895 Approach EB VVB NB U HCM Control Delay, s 0 0.3 9.1 HCM LOS A Minor Lane/Maj or Mvmt NBLn1 EBT EBR WBL VVBT Capacity (veh/h) 894 - 1494 HCM Lane WC Ratio 0.013 - 0.003 HCM Control Delay (s) 9.1 - - 7.4 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 0 ATC jmwa Synchro 9 Report Page 1 FDIC 2020 AM Peak Hour F113 r6 CR-6 1384 2mi 0 0 CD -r JMWA Aldridge Transportation Consultants, LLC 11/08/2017 FCC 2022 AM Peak Hour 3: Access & CR-6 11/08/2017 Intersection Int Delay, slveh 0.5 Movement EBT EBR WB L VVBT NBL NBR Lane Configurations or+ 4 3 Traffic Vol, veh/h 110 2 6 90 7 Future Vol, veh/h 110 2 6 90 3 7 Conflicting Pods, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length FPO 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 MEI Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 149 2 7 122 3 8 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 152 0 286 151 Stage 1 151 Stage 2 135 Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 m 5.42 Follow-up Hdwy - - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1429 FA e 704 895 Stage 1 877 Stage 2 891 Platoon blocked, % Mov Cap -1 Maneuver 1429 700 895 Mov Cap -2 Maneuver 700 Stage 1 877 Stage 2 887 Approach EB VVB NB I HCM Control Delay, s 0 0.4 9.4 HCM LOS A Minor Lane/Maj or Mvmt NBLn1 EBT EBR WBL VVBT Capacity (veh/h) 826 - 1429 HCM Lane WC Ratio 0.013 - 0.005 HCM Control Delay (s) 9.4 - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 0 ATC jmwa Synchro 9 Report Page 1 FOC 2022 PM Peak Hour F138 r4 CR-6 113* � 1-* C) 0 CD U) JMWA Aldridge Transportation Consultants, LLC 11108/2017 FCC 2022 PM Peak Hour 3: Access & CR-6 11/08/2017 Intersection Int Delay, slveh 0.5 Movement EBT EBR VVB L VVBT NBL NBR Lane Configurations or+ 4 3 Traffic Vol, veh/h 90 1 4 110 8 Future Vol, veh/h 90 1 4 110 3 8 Conflicting Pods, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length FPO 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 MEI Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 122 1 4 149 3 9 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 123 0 281 123 Stage 1 Imp 123 Stage 2 158 Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 m 5.42 Follow-up Hdwy i i 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1464 FA e 709 928 Stage 1 902 Stage 2 871 Platoon blocked, % Mov Cap -1 Maneuver 1464 707 928 Mov Cap -2 Maneuver 707 Stage 1 902 Stage 2 868 Approach EB VVB NB 1 HCM Control Delay, s 0 0.2 9.3 HCM LOS A Minor Lane/Maj or Mvmt NBLn1 EBT EBR WBL VVBT Capacity (veh/h) 855 - 1464 HCM Lane WC Ratio 0.014 - 0.003 HCM Control Delay (s) 9.3 - 7.5 0 HCM Lane LOS A - - A A HCM 95th %tile Q(veh) 0 0 ATC jmwa Synchro 9 Report Page 1 FDC 2037 AM Peak Hour F216 r6 CR-6 2'644 2-* -r JMWA Aldridge Transportation Consultants, LLC 11/08/2017 FCC 2037 AM Peak Hour 3: Access & CR-6 11/08/2017 Intersection Int Delay, slveh 0.3 Movement EBT EBR VVB L VVBT NBL NBR Lane Configurations or+ 4 3 Traffic Vol, veh/h 110 2 6 90 7 Future Vol, veh/h 110 2 6 90 3 7 Conflicting Pods, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length FPO 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 MEI Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 287 2 7 235 3 8 Major/Minor Majorl Major2 Minorl _AM Conflicting Flow All 0 0 289 0 536 288 Stage 1 288 Stage 2 248 Critical Hdwy 4.12 7.12 6.22 Critical Hdwy Stg 1 sii 6.12 Critical Hdwy Stg 2 m 6.12 Follow-up Hdwy i i 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1278 FA e 455 751 Stage 1 720 Stage 2 756 Platoon blocked, % Mov Cap -1 Maneuver 1273 453 751 Mov Cap -2 Maneuver NMI 453 Stage 1 720 Stage 2 751 Approach EB VVB NB 1 HCM Control Delay, s 0 0.2 10.8 HCM LOS B Minor Lane/Maj or Mvmt NBLn1 EBT EBR WBL VVBT Capacity (veh/h) 627 - 1273 HCM Lane WC Ratio 0.017 - 0.005 HCM Control Delay (s) 10.8 - 7.8 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 0 ATC jmwa Synchro 9 Report Page 1 FOC 2037 PM Peak Hour F264 r4 CR-6 a 216* � 1-* C) 0 CD U) JMWA Aldridge Transportation Consultants, LLC 11108/2017 FCC 2037 PM Peak Hour 3: Access & CR-6 11/08/2017 Intersection Int Delay, slveh 0.3 Movement EBT EBR VVB L VVBT NBL NBR Lane Configurations or+ 4 3 Traffic Vol, veh/h 90 1 4 110 8 Future Vol, vehlh 90 1 4 110 3 8 Conflicting Pods, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length FPO 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 MEI Peak Hour Factor 92 92 92 92 92 92 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 235 1 4 287 3 9 Major/Minor Majorl Major2 Minorl Conflicting Flow All 0 0 236 0 531 235 Stage 1 235 Stage 2 296 Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 Critical Hdwy Stg 2 m 5.42 Follow-up Hdwy i i 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1331 FA e 509 804 Stage 1 804 Stage 2 755 Platoon blocked, % Mov Cap -1 Maneuver 1331 507 804 Mov Cap -2 Maneuver IMP 507 Stage 1 804 Stage 2 752 Approach EB VVB NB 1 HCM Control Delay, s 0 0.1 10.3 HCM LOS B Minor Lane/Maj or Mvmt NBLn1 EBT EBR WBL VVBT Capacity (veh/h) 693 - 1331 HCM Lane WC Ratio 0.017 - 0.003 HCM Control Delay (s) 10.3 - - 7.7 0 HCM Lane LOS B - - A A HCM 95th %tile Q(veh) 0.1 0 ATC jmwa Synchro 9 Report Page 1 ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Advanced Transportation Planning and' Traffic Engineering John M.W. Aldridge, E. E. Colorado Licensed Professional Engineer October 4, 2017 Mr. Dan Shepherd c/o Wernsman Engineering & Land Development, LLC 1011 4T1 St. Evans, Co 80620 RE: Traffic Impact Study Food Distribution Center — Weld County Dear Mr. Shepherd: 1082 Chimney Rock Road Highlands Ranch, CO 80126 303-703-9112 Mobile: 303-594-4132 This letter provides a narrative regarding the potential impact on traffic operations occasioned by the development of food distribution center on the south side of CR-6 east of CR-23. The project site location (in red) and surrounding area is shown on the figure below. INTRODUCTION The food distribution center will deliver fresh and frozen foods via 24 foot box trucks and semi - tractor trailers. The center will employ 12 full-time and 4 part-time employees. The office will I� ALDRID E TRANSPORTATION CONSULTANTS, LLC Page 2of5 operate on a average weekday from 5:30 am to 6 pm. The 25,500 square foot warehouse will operate on an average weekday from 6 am to 9 pm. Deliveries occur from 6 am to 4 pm during the average weekday. The warehouse will operate on a limited basis on weekends. EXISTING CONDITIONS The property currently has one access to CR-6 which will remain in place. Leona Ave. abuts the access _ ! 'vewayon the east side, however there is a chain link fence between the street and driveway and Leona Ave. is a northbound one-way out only movement. CR-6 is a paved two-lane, undivided, collector type roadway. According to Weld County's Transportation Plan, it currently carries 1,960 ADT of which 15 percent are trucks. The posted speed limit is 35 mph. IMPACTS The trip generation for the office/warehouse operation is based on rates and equations from the ITE Trip Generation Manual, Stn Edition. The owner's estimate of the number and time of deliveries is used to determine the average daily and the AM and PM peak hour trip generation. The owner estimates that local deliveries by the four box trucks will leave anywhere from 6 am to 9 pm and make three round trips during the day. From 6 to 12 semi - tractor trailers will leave the site in the morning and return later in the day. The exact times on the return trip are random. The owner estimates that 6 to 10 semi -tractor trailers will leave in the afternoon but again the return times are random. As the peak hour of the adjacent street is one hour between 7 and 9 am and 4 and 6 pm the number of deliveries in the peak hour is half the two-hour total. Trip Generation Worksheet AM PM ITE CODE LAND USE UNIT QUANTITY ADT IN OUT IN OUT 150 Warehousing EMP P 16 3.89 0.37 0.14 0.21 0.38 62 6 2 3 6 nla Deliveries 116 2 8 2 5 Total Trips 178 8 10 5 11 The owner estimates the 75 percent of the vehicular traffic is to/from the east and US -85 which a little over a mile away. The other 25 percent is to/from the west and I-25 which is about 7 miles away. The trip assignment for the AM and PM peak hour is shown on the next page. ALDRIDGE TRANSPORTATION CONSULTANTS, LLC Page 3 of 5 C 171: 110+ 2-4 11 4M.% 90 AM Peak Hour PM Peak Hour A level of service analysis with Synchro v9,1 shows that the intersection will operate at LOS A/A in the AM and PM peak hours, respectively. The Synchro reports are attached for reference. MITIGATION About auxiliary turn lanes, neither a right in or left turn in lane is warranted per the Weld County Engineering and Construction Criteria, Section 6.6.1. A right turn lane is warranted at greater than 25 vehicles per hour and a left turn lane is warranted at greater than 10 vehicles per hour. CONCLUS ION Based on the analysis herein, it is my professional opinion that the traffic impact from the Food Distribution Center is negligible and that no mitigation to the existing traffic control and intersection geometry is warranted. Should you have any questions or need additional information please call me at 303-703-9112. Thank you for the opportunity to be of service. Respectfully submitted, Aldridge Tra ► . • tation Consultants, Lit John M.W. Aldridge, ' E, PTOE, ATP Principal Jmwa/me A.LD RID E TRANSPORTATION CONSULTANTS, LLC FDC 3: Access & R-6 Page 4 of5 AM Peak Hour 1 D,"C.!?] 1' hter5Ec1K ri lit LaIai'. 'eh IMO Vag =BT ERR WEL AST N_ _Hie Cyril: Julians Traffic VD . Veit F LLIre EhXh Cori at; PecsAttir Sir CD-43 FIT Caainielized Std;?.. LEA:t- "� Eh it Median Storage, R rathr Peak Hair Factor Yet -ides. F laic r,, aro J e- ra a:- c2E a Free 3 rm 0 F rEe 4 6 90 9i i 0 Free fade BI 92 92 V 3 .3 ° Bare Rep t°ane a a i] - 92 92 2 3 p.. MajarJ • irmr Major Majcr2 Minaret r I ct. `6. F two AI S?agE w r. m.EQE L. S ri Gca Hdwv ithe �jy Si: w.. CriliGE Hchvy St 2 Faltws-ip Hcfory Pct Cap -1 ktareativer :&,.age 1 G — 1'2is .1p 232 121 121 111 6A2 6.22 5.42 5.42 53 93U 9i Stag.2 914 Piatool bl . , Huy -1 I4 arruver k4ov Ca 3.2 kilirWAREe- Singe 1 Singe, 1 1 N7 762 7f1.2 904 909 93D S Approach NB m Ci:ntuI DElay. s rr l• 1 r,1 L C S Minor L an a k(a jcr Tint NBLr.1 EBT ERR pay BL ET Capacity °oe hill w11P�1 Lens `Ii �u =.ati o Had Crntro I Delay (5)Lane LOS eta - - 1 f1i 0.013 - Li{.:434 1.2 7.5 0 - A Hal 95th Vie Qiiikeeht 3 % I thro C9 R put Page "i 7 ALD RID E TRANSPORTATION CONSULTANTS, LLC Page 5 of 5 FCC PM Peak Hour 3.: Access & CRy6 lEi!D5.12317 rbersEc:kIn ht D' Ia'y, ktrviteent £ET f=HR NE_ N ER I ale Cccifi►uratGr-s 4 Iveerr Traffic Vcl M t'h p 1 4 10 3 Failure Via vEhwh Corti -tang Rads, �rr M� n C criIr:P R.T Channelized S1ra ce LE`1a'f 'deh it Medan Stcrage, R (Peek Hour Factor Heel)). '6'0 -ides, l>�•arnt Flaw- a HJ FTee - tore 10 0 H Free Free - None 0 - 0 Fa 2 3 I] U SLcc S top Inane I] I] I] 92 ry r 120 3 rA MS_ Ihiori Ki1ajar2 Minor1 Coto] now AP Slage 1 Sure. ri6c Hdwy Critics` Hthev Syc. 1 n�c Hdwv Sig 2 Hdis Pit Cap -1 MareLver Slaga Slage 2: Pte Goof bI`c1:,ec. MEW Call -1 Man�IJ?r 1ov 02 a ?via 112 LIVE - Stage al "S'. gr `.. D a Approach E.B 4.12 2.218 44 14N 0 226 !.. 98 123 6.42 - 6.22 5.'t 5.42 1513 3.31E 782 95E Tal 898 ON 750 958 7&] 926 8E15 Na imn �H� Py1 Gait-oI Delay, s 0 IC M LOS 0.3 9.1 A Minor Lane/Maim lolvint NBLrI1 EBR"INI3LINBT Cap city (ve tlN N 8g441 - 1 941 t'iC PM1 Lane Vit Perlin 0.013 - H. X.3 FICISM Control Delay (s) 91 - 7A a HC h1 Lane LOS A - A A 1-1CM H5Ih Vie Qfrahl 0 'a ATC Irma Sprxlt"ro E Reperr 3E� Behrens and Associates, Inc. Environmental Noise Control January 15, 2018 Rose Holdings DBA Shepherd Enterprises 1931 Leona Avenue Fort Lupton, CO 80216 Attention: Dan Shepherd Subject: Operational Sound Level Survey Re: Wattenberg Yard Dear Mr. Shepherd: Per your request, an operational sound level survey was performed near the Wattenberg Yard location in Wattenberg, Colorado from Friday, January 12, 2018 to Saturday, January 13, 2018 to measure and document the operational sound levels near the site. The following report documents our findings. Operational Sound Level Survey An operational sound level survey including A -weighted dB(A) was performed for the Wattenberg Yard location to measure and document operational sound levels for 15 -Minute and daily averages at three monitoring locations within the property. The operational sound level survey was performed and assessed per the Weld County Code Chapter 14-9. Sound Measurement and Modeling Instrumentation The instrumentation used for the monitoring locations were Svantek integrating and logging sound level meters, which were calibrated prior to deployment. The metering systems were approximately 4 feet above ground level per Weld County Code Chapter 14-9-50 guidelines and in a locked box for security. The measured noise levels are presented graphically in Attachments 2 through 4 and in tabulated form in Attachments 5 through 6. The operational noise levels were used to determine the typical daytime (lam-9pm) and nighttime (9pm to 7am) averages at the monitored locations. The daytime and nighttime averages were calculated using the 15 -minute noise levels measured at the locations. The calculated operational average daytime and nighttime noise levels are summarized in Table 1. Corporate Office: Hawthorne, California Carson, California - Aledo, Texas - Napa, California h Longmont, Colorado - McDonald, Pennsylvania Calgary, Canada Phone 800-679-8633 Fax 310-331-1538 www.environmental-noise-control.eom www.drillingnoisecontrol.com Behrens and Associates, Inc. Environmental Noise Control Table 1 DBA Shepherd Enterprises - Wattenberg Yard Date January 12, 2018 — January 13, 2018 . Location Average Daytime Noise LevelsN �s�e Operational Average Noise Nighttime Operational i. Levels 1 48.0 42.8 2 59.0 43.5 3 64.9 52.7 Regards, Antonio King Staff Acoustical Engineer Corporate Office: Hawthorne, California Carson, California orrnia — Aledo, Texas r Napa, California h Longmont, Colorado — McDonald, Pennsylvania Calgary, Canada Phone 800-679-8633 Fax 310-331-1538 www.environmental-noise-controlweom www.drillingnoisecontrol.com Behrens and Associates, Inc. Environmental Noise Control 100 95 90 85 80 75 70 65 60 55 45 04 35 25 20 15 10 5 0 Operational DBA Shepherd Wattenberg Sound Level Enterprises Yard Survey - Location 1 —dBA u a J +-a z i RBI tv J J so C o C 000000000000000000000000000CD 0 did C<< a. O_ CL a. CL CL CL rte. CL CL a CL CL a- CL. CL. CL CL C. CL. CL CL co 0 Cr 0 re) CI M 0 re) CA re) C) 0 0 0 C) re) Co re) 0 ,Li tAi i ::-IAini iti 4 4" ii r rte- 06 cki ei O" O. il-i 1-i January 12, 2018 -January 13, 2018 --, A H (A < CI r.i < 0 cp , 0 sr! H < 0 r. ni < 0 rn rti < 0 q < 0 co < 0 rn 4 < 0 9. el < 0 rn i.ri < 0 q < 0 Lb < 0 cp N. < 0 k71 N. C C 0 0 rn co cc C 0 g ch C 0 en 6 C 0 O id iei < 0 0 4 Attachment 2 Behrens and Associates, Inc. Environmental Noise Control 100 95 90 85 80 75 70 65 60 55 45 40 35 25 20 15 10 5 0 Operational DBA Shepherd Wattenberg Sound Level Enterprises Yard Survey - Location 2 —dBA u a J -a C i RBI tv 9.J -c C C0 C 000000000000000000000000000CD 0 did C<< a. O_ CL a. CL CL CL rte. CL CL a CL CL a- CL. CL. CL CL C. CL. CL CL co 0 Cr 0 re) CI M 0 re) CA re) C) 0 0 0 sC re) Co re) 0 ,Li tAi i ::-IAini iti 4 4" ii r rte- 06 cki ei O" O. il-i 1-i January 12, 2018 -January 13, 2018 --, A H (A < CI r.i < 0 Ca , 0 sr! H < 0 r. ni < 0 rn rti < 0 q < 0 co < 0 rn 4 < 0 9. el < 0 rn i.ri < 0 Q < 0 Lb < 0 Cy N. < 0 k71 N. C C 0 0 rn co cc C 0 g ch C 0 en 6 C 0 O id iei < 0 0 4 Attachment Behrens and Associates, Inc. Environmental Noise Control 10O 95 90 85 80 75 70 55 D EA Shepherd Wattenberg Operational Sound Enterprises Ya r Level Survey - Location 3 �dIBA J ., C a j1 50 55 45 40 35 30 25 20 15 10 S 0 cu C) J -c = vi ez 0 0 c 4 0 inn O 4 0 o n 4 0 rn ri O_ 0 o P a a a a a a a a a a a. 0 0 0 0 0 0 0 0 0 0 0 re)c m 0 can t0 rn 0 en cn m fi .1.1. ;1 rti cNi tri rri 4 4 tri Uri a s a. a s a. CL a. a a. C.. O- 0 0 0 0 0 0 0 0 0 0 0 0 0 rn o m 0 rn o en o m o m ©r;-: rte- 66 ®4 v3 Ci 6 O. i fi January 12, 2018- January 13, 2018 -, 4 4 4 m 0 0 0 ri ro g rn % N ri ri a el can 4 0 g N 4 0 en 4 0 q M 4 0 rn m 4 0 0 4 4 0 re) 4 0 q wi 4 0 rn 4 0 9. 4 4 4 4 4 0 0 0 0 0 r g rn 91 m tb A r•-• co cc 4 0 9. en 4 0 sin c 4 0 0 a i-i Attachment 4 Behrens and Associates, Inc. Environmental Noise Control DBE Shepherd Enterprises - Wattenherg Yard 15 -Minute Averages (dBA) Location 1 Location 2 Location 3 Time 10:00 AM 52.8 67.6 64.9 10:15 AM 51.6 67 . 3 65.2 10:30 AM 50.6 65.6 67.0 10:45 AM 48.0 5 2 . 3 65.5 11:00 AM 48.4 sl.9 72.8 11:15 AM 52.2 52.2 67.7 11:30 AM 47.9 51.0 65.9 11:45 AM 47.9 X2.5 66.1 12:00 PM 46.1 56 1 62.9 12:15 PM 45.8 57.6 65.3 12:30 PM 44.4 52.7 64.7 12:45 PM 43.9 48.9 65.4 1:00 PM 44.3 48.8 65.5 1:1.5 PM 44.5 50.4 63.1 1:30 PM 52.1 51.4 68.5 1:45 PM 45.7 53.3 65.7 2:00 PM 47.5 57.9 64.4 2:15 PM 44.9 58.4 62.9 2:30 PM 44.2 59,E 64.4 2:45 PM 43.8 57.6 64.6 3:00 PM 44.7 63 5 62.8 3:15 PM 40.7 55.2 64.6 3:30 PM 43.6 53.9 63.1 3:45 PM 48.2 59.7 75.0 4:00 PM 46.1 58.8 64.7 4:15 PM 46.5 59.7 65.7 4:30 PM 47.9 61.4 65.6 4:45 PM 48.1 55.4 65.8 5:00 PM 47.3 54.6 66.8 5:15 PM 48.2 53.4 64.2 5:30 PM 48.6 58.7 62.5 5:45 PM 48.4 59.1 62.7 6:00 PM 47.5 60.0 62.8 6:15 PM 49.2 59.0 59.9 6:30 PM 46.? 58.9 59.5 6:45 PM 47.6 64.6 57.5 7:00 PM 47.2 63.2 56.9 7:15 PM 45.2 55.7 60.5 7:30 PM 45.5 61 5 57.4 7:45 PM 50.3 54.6 60.6 8:00 PM 48.9 5 I.5 58.4 8:15 PM 46.8 51.8 56.1 8:30 PM 511) 53.9 56.7 8:45 PM 49.7 53.3 56.7 9:00 PM 51.8 52.6 56.6 9:15 PM 41.1 39.0 53.2 9:30 PM 41.9 39.0 54.8 9:45 PM 44.2 44.0 51.8 Attachment 5 Behrens and Associates, Inc. Environmental Noise Control DEA► Shepherd Enterprises - Waite Yard 15 -Minute Averages'dBA) lime Location 1 Location 2 Location 3 10:00 PM 41.7 43.8 53.6 10:15 PM 46.8 46.1 51.x' 10:30 PM 38.7 39.6 55.5 10:45 PM 42.1 40.3 45.2 11:00 PM 42.0 45.0 50.8 11:15 PM 37.9 40.2 55.8 11:30 PM 42.1 41.2 52.8 11:45 PM 42.7 46.9 51.9 13 -Jan 42.3 41.9 47.1 12:15 AM 49.0 49.3 55.4 12:30 AM 44.2 43.9 48.8 12:45AM 38.1 37.7 51.9 1:00 AM 37.6 39.7 38.1 1:15 AM 36.2 37.6 46.8 1:30 AM 37.1 39.7 53.0 1:45 AM 36.9 43.4 37.1 2:00 AN/I 39.4 41.7 53.5 2:15AM 39.2 41.1 47.1 2:30 AM 43.9 44.7 41.8 2:45 AM 39.1 40.0 53.9 3:00 AM 38.5 40.8 47.1 3:15 AM 40.2 37.8 48.6 3:30 AM. 42.2 40.5 2.7 3:45 AM 40.7 37.9 41.4 4:0(1 AM 42.7 40.7 52..5 4:15 AM 44.4 42.5 50.6 4:30 AM 37.8 38.7 47.9 4:45 AM 41.0 38.9 52.4 5:00 AM 43.9 39.1 54.0 5:15 AM 36.7 36.4 47.5 5:30 AM 42.6 39.4 53.5 5:45 AM 45.3 43.2 50.1 6:00 AM 38.4 48.0 57.5 6:15 AM 38.3 44.8 52.1 6:30 AM 39.3 43.3 57.1 6:45 AM 37.0 39.3 57.3 7:00 AM 43.9 43.7 59.9 7:15 AM 43.2 54.1 57.6 7:30 AM 42.7 55.6 60.0 7:45 AM 45.0 54.6 57.9 8:00 AM 45.4 56.0 58.7 8:15 AM 45,7 55.4 56.8 8:30 AM 46,3 54.9 57.4 8:45 AM 48.4 55.5 60.0 9:00 AM 47.2 56.7 60.5 9:15 AM 47.5 56.8 56.7 9:30 AM 48.3 53.4 59.0 9:45 AM 47.2 53.9 61.5 10:00 AM 44.7 54.0 59,3 Attachment 6 WERNSMAN ENGINEERING AND LAND DEVELOPMENT LLC Eric Wernsman 16493 Essex Rd S Platteville CO 80651 October 10, 2017 Ms. Hayley Balzano Drainage Engineer Weld County Public Works P.O. Box 758 Greeley CO 80632 RE: Drainage letter for Dan Shepherd's site at 1931 Leona Ave Ft Lupton CO Parcel # 146925000011 Dear Hayley Mr. Dan Shepherd does not intend to place any additional gravel, pavement or roof surfaces on his site at 1931 Leona Ave, Ft Lupton. He also does not intend to revise any of the existing grading on the site. Therefore, we will request a waiver from a full drainage report due to no increase in impervious surfaces for the site. If you have any further questions or comments regarding this matter, please contact this office. Sincerely, Eric Wernsman P.E. 11` o\A-Atobeicj C amm0In y M e. rO9 7-2b-!7 -11Ut>/ • - PIELPA vC /71- A 4 Mph __S131,Qo u. OwN ol. sA- cvmki t IkPh 1 J•,� ...._. k �1 Y`L \ 14 k c _ _1^t aA.,) - r u CJk- S . Wg, e \::c1. 0,19 ; f v`s_:.t �,'�«rti ��l 0c r . 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Wac pc 2-c7fvC?a -CO( Cf3rr\pyL.Ct,..( PCX 14- 1 lc l - S 1 } r. r Ren. 1 ° Coq r,� 4 i , ut G [ W\ LU s �"S roe.+ .:\--i..&' •� e (70 001 A. �� \e^T‘ n [, r rv1 n I x� 4 (0r�',�z(r, (i\\. 1(v! uLkS �, S �t cl e hoc r k z 14 4 a YvvoY� A Luw�.:or�.k; Trls tee{ 9- r\. a\ y -\\f -94-\\ \, I 0 Y Good Afternoon My name is Dan Shepherd and I bought the property on the west side of Wattenburg ( The old potato shed) from Jim Robbins. We are a foodservice distributer that delivers food to a number of businesses throughout the United States and have done so for over 28 years. I would really like to have an open and transparent relationship with everyone in this community and will strive to do so. I would like to invite you and all your neighbors to the Community Center on Tuesday Sept. 26th at 7 P.M. to meet us and I would be more than happy to answer any questions or address any concerns you might have with us as your neighbor. Thank You and hope to see you there ban Shepherd 303-659-0644 Hello