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Home My WebLink About20210108.tiffEXHIBIT INVENTORY CONTROL SHEET CASE USR20-0028 - LONNIE SHOEMAKER Tyler Exhibit Submitted By Page # Description Planning A Commission Resolution of Recommendation Planning B Commission Summary of Hearing (Minutes dated 12/15/2020) C Planning Services PowerPoint Presentation City of Fort Lupton, Public Works Referral Response — D Planning Services With Comments (dated 1/11/21 E Planning Services Elite Dnlling Traffic Analysis (dated 1/26/2021) Felsburg Holt & Ullevig, Noise Report F Planning Services (Dated 2/25/2021) PowerPoint Presentation — Screening Plan G Planning Services (Received 2/26/2021) Planning Department Continuance Presentation H Planning Services (received 03/03/2021) I J K L M N O P Q R S T U V 2021-0108 Neighbor t Shared access easement 50/50 — permitted location 1 _. - =_ C�1 w� �� 1� a L _ 1��' = j f�[ � �..ice. � '� � �� .iiii. _ �aliF� aim-��t-�,.'howrilaieligilil_ _-- - ern-- — ,�- _ iii - �_�y - �� $!r a� lP�� Z �. -ter -- , _ r ass viii .e wanensegi gm its- '� --• --, ter.. _T. - ;a11; SaIMMI Finial ealii 41 11 1ail RI Iq ' qty. . ,t: z e"7-att 10 IWO. OM _ ... - :: • Ian .� 'ate• • d a: K.y47S:- 4 . k�_ _ y�.1..: • '1"742.- _ s _ ♦ - S'.. _ y. "-_�� f ._ ^# j .rte _�rLftr-� r a' New Unpermitted Addition .r Puplir hearings tatintocr ng rat progeny veil to ntia i betcue Ud Chny Manning t.Ccovnitatin cod &bn1 of Dour fly COrnmeTuoners Ip_,m hewing": tre hr.Uf er WELD COUNTY ADMINISTRATION BUILDING 1150 "O" Strain Greeley, CO 60631 Plain iri r.:tsmrrtj jn Hearr;l':1 ne hket: on f 2O24t. as (12.30"' Board of Ceptuitp Cd:ort^'1pHaying ail' be 1eM1 eel�7 //�� aaIM LSfL _1b `}1.. N Wes' `�� Ptfirr'dcutrfmr F. inner v�P� pull+ ICY. _.� i 1 ry,Omhlr U5glircole �� PLEASE GG�rdYCS T� �D�r,yTYDEFJ�>aEMrOr FOR ,F,U�RT AT THE �NIkG'SrJN �yca.�M1,l�n'ti+P�' j r rm-r ...kr. el New Unpermitted Building N. •'• i'ML4ll�� vn =_QCT '-�, _ 1 f L ate,. 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McKinley Avenue Phone: 303.857.6694 Fort Lupton, CO 80621 Fax: 303.857.0351 www.fortluptonco.gov MEMO Lonnie Shoemaker Roy Vestal January 11, 2021 Lonnie Shoemaker - 9124 CR 23 Access to CR 23 Public Works has reviewed the submitted referral information for the above referenced development project with the following comments for inclusion with the Site Plan submittal. 1. Site Plan a. Transportation i. Traffic Control - Chapter 8 The traffic memorandum by Delich Associates dated September 10,2020 was reviewed and found acceptable. ii. CR 23 has 60' of ROW in place. iii. The ROW Reservation annotated along the western property line is more than adequate. Future CR 23 is classified as an arterial in the City Transportation Plan. ROW requirement of 110 feet wide centered on the Section line, half of which will be along this property. A ROW reservation of 25' will be required along the western property line for CR 23. iv. Access as shown at the south end of the property jointly shared with the adjacent southern parcel is allowed. v. An additional access to the northern portion of the property for business access is approved at this time. The distance from the northern parcel access should be greater than 100 -feet centerline of the drives separation. In the future when roadway improvements are required on CR 23, we will require a modification to access. b. Roadway - Chapter 6 i. No improvements to CR 23 are required at this time (IAW Traffic Memo). Roy L Vestal, PE Public Works Director, City of Fort Lupton DELICH ASSOCIATES Traffic & Transportation Engineering Agm•die 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 MEMORANDUM TO: Lonnie Shoemaker, Elite Drilling LLC Zackery Roberson, Weld County FROM: Matt Delich DATE: January 26, 2021 SUBJECT: Elite Drilling Traffic Analysis (File: 2063ME02) SOW This memorandum documents traffic analyses for the existing Elite Drilling site located east of WCR23 and north of WCR20 (address: 9124 WCR23) in Weld County, Colorado. A recent aerial photograph showing the site location is provided in Appendix A. Weld County requested a trip generation analysis and auxiliary lane evaluation at the Site Access to WCR23. The scope was discussed with Zackery Roberson, Weld County Public Works. This is a revision of the Elite Drilling Traffic Analysis memorandum, dated September 10, 2020. It provides more refined information provided by the owner/operator. KEY ROAD/INTERSECTION The key road in the area is WCR23. It is classified as a Collector Road. Weld County Road 23 is a 2 -lane ncrth/south road. Weld County Road 23 is posted at 55 mph. At the WCR23/Site Access intersection, WCR23 has one through lane in each direction, with 2-3 foot shoulders. It serves primarily rural residential properties and some businesses, such as Elite Drilling. Weld County Road 23 is level and straight in this segment. There are no auxiliary lanes at the Site Access intersection. There is a gravel driveway across from the Site Access that appears to serve an `extraction' use. In order to establish a base line volume condition, traffic counts were obtained on January 20, 2021. The count location was just south of the site driveway. The counts included: directional volume, vehicle classification, and speed. Figure 1 shows the directional volumes during the operational peak hours of the proposed use and the daily volumes. The raw traffic data is provided in Appendix B. It is acknowledged that the existing traffic counts include traffic to/from the site. PROJECT DESCRIPTION The site/property plan is provided in Appendix C. The Elite Drilling site contains a dwelling unit and an outbuilding. The outbuilding and nearby gravel area are used by Elite Drilling to park thirteen trucks used for their business operation. The dwelling unit shown on the plan is occupied by the owner/operator of Elite Drilling. The Elite Drilling operation provides underground drilling for pipes, etc. at locations throughout Northern Colorado. The Site Access also serves another dwelling unit to the south (see aerial photograph in Appendix A). TRIP GENERATION This type of land use is not contained in the common trip generation reference (Trip Generation 10th Edition compiled by the Institute of Transportation Engineers. Therefore, information provided by the owner/operator was used to determine the daily and pear hour trip generation. Cana typical weekday, crew employees come to the site, 6:00-7:00 am, in private vehicles. The crew employees arrive in five vehicles (3 vehicles with 2 employees and 2 vehicles with 3 employees). The crew employees leave the site, 5:00-6:00 pm, in the same five vehicles. Within the 6:00-7:00 am window, thirteen vehicles leave the site to go to the work sites on that given day. The leaving vehicles consist of six semi -trailer equipment trucks and seven pick-up trucks with vac units. These vehicles return to the site in the 5:00-6:00 pm window. There are ten on -site staff (administrative and equipment maintenance). Six of these remain at the site all day and four of these may have an external trip on any given day. The activity related to the two dwelling units is calculated based upon the cited trip generation reference. Table 1 shows an estimate of the daily and peak hour trip generation described above. TRIP DISTRIBUTION AND SITE TRAFFIC: ASSIGNMENT The trip distribution of the site generated traffic is generally split 80 percent to/from the north and 70 percent to/from the south based upon review of the road network and connectivity to other major roads (US85, etc.) and bridge crossings of the South Platte River. The assignment of the site generated peak hour traffic is shown in Figure 2. The passenger car equivalent assignment, using the site access, is also shown in Figure 2. It was assumed that each semi -trailer truck is three passenger car equivalents (PCE). AUXILIARY LANE EVAULATION .Auxiliary lanes are useful in maintaining safety, traffic flow, and operation of a road/intersection. Auxiliary lanes are required when unique location factors (e.g., roadway speed and background traffic density, access volume, the volume of commercial trucks, the influence of nearby accesses, existing auxiliary lanes close to the proposed access, nearby traffic control devices, available stopping sight distance, and other topographic or roadway factors) exist that determine the need for auxiliary lanes. Weld County auxiliary lane criteria are: • A left deceleration lane with storage length plus taper length is required for any access with a projected peak hour left ingress turning volume greater than 10 vehicles per hour (vph). The design elements for a left -turn lane are the taper length, lane length, and storage length - which in combination make up the left -turn lane. * A► right deceleration lane with storage length plus taper length is required for any access with a projected peak hour right ingress turning volume greater than 25 vph. The design elements for right -turn deceleration lanes are the approach taper, lane length, and storage length - which in combination make up the right -turn lane. • A right -turn acceleration lane with taper is required for any access with a projected peak hour right turning volume greater than 50 vph and a single through lane in the direction of the right turn. The design elements for a right acceleration lane are the transition taper and acceleration length. • A left -turn acceleration lane with transition taper may be required if it would benefit the safety and operation of the roadway. A left -turn acceleration lane is generally not required when the acceleration lane would interfere with the left -turn ingress movements to any other access. In the segment of WCR23, at the site access, the county road is essentially flat. The intersection sight lines at the Site Access are adequate. The southbound entering volume (both peak hours) does not exceed 10 vph. Given the forecasted traffic, a southbound left -turn lane is not required on WCR23. The northbound entering volume (both peak hours) does not exceed 25 vph. Given the forecasted traffic, a northbound right -turn lane is not required on WCR23. Acceleration lanes are not required at the WCR23/site Access intersection. RELATIVE SITE IMPACT As noted on Figure 1, the volume on WCR23, south of the site access, was 1766 vehicles per day. The 85th percentile speed was: northbound — 63.4 mph and southbound — 65.4 mph. The truck percentage was 26.9 percent (classes 4, 5, and 6 vehicle types); and was 25.3 percent (classes 7--'13 vehicle types). As noted on Figure 2, the site generated traffic can WCR23, south of the site, is/will be 58 vehicles per day. The relative impact of the site generated traffic is 3.3 percent (58/1x'66). This is not a significant impact compared to the existing (other) traffic on WCR23. SUMMARY It is concluded that the trip generation will be approximately 82 daily trip ends, 29 morning peak hour trip ends, and 39 afternoon peak hour trip ends. While not rigorously analyzed, based upon the forecasted traffic, the key intersection will operate acceptably. Auxiliary lanes are not required at the WCR23/Site Access intersection. The relative impact of the site generated traffic is not significant. Do not hesitate to contact me if there are questions or if additional information is required. -- AM/PM Vehicles Daily Vehicles S ite ,Access cc) co 00 co CO t LO co CO !i CO CO RECENT PEAK HOUR AND DAILY TRAFFIC Figure 1 —�' L—DELICH �,' rASSOCIATES Generation at the TABLE 1 Elite Drilling Site Access Trip Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate in Rate Out Rate in Rate Out N/A Elite Drilling _revu vehicles N/A N/A NiA 38 N/A 15 N/A 0 N/A NiA 15 N/A Elite Drilling — truck vehicles N/A N/A 26 N/A N/A 13 N/A 13 N/A 0 210 Single Family Residences 2 DU 9.44 13 0.19 Q 0.55 1 0.63 1 0.37 1 Total 82 15 14 14 16 N AM/PM Vehicles Passenger Car Equivalents Daily Vehicles 1 SITE GENERATED PEAK HOUR AND DAILY TRAFFIC 4/5 8/5 10111 18111 Site Access 82 41 41 Figure 2 -017 1-DELICH -� � r -ASSOCIATES APPENDIX A APPENDIX B Vehicle Volume Report - Hourly Site Description; WCR 23 N/O WCR 20 Site Number: ADTI Start Date: 1/20/!2.421 End Date: 1/20/2021 apex Tuesday Wednesday Thursday Friday Saturday Sunday 3 Day An _+ Day Aug 7 Day At g Monday `---rrl Lie Thai Clr?uYT Fri_ ---- Win -Sun NB 1/22/21 5B Total NB 1/x23/21 SB Total NB 1/24/21 5B Total 1/`26/21 1/2.4/21 NB 1/21/21 SB Total Time NB 1/25/21 5B Total NB SB NO SB NBA 5Ci MI SB Total NB SB Total - - - 2 2 4 - • - - - - - - 1 1 - - - 12:00 AM - - _ 0 1 - - - 1:00AM - - - - - 1 2 3 - - - - - - - - - - - - - 1 3 4 - - - - - - - - - - - 0 1 - - - 2:00 AM - - - - 1 0 1 - - - - - - - - - - - 0 4 ..- - - - 3:00'AM - - _ - - - - - - - - - - 1 2 - - - - 4:00 AIV1 . - - 4 7 11 _ - - - 6 22 2$ - - - - - - - - - - - 2 7 - - - - 5:00 AM - i 6i:00 AM - - - - 59 28 87 111 - - - - - - - - - - - 20 5 - - - - - - - 76 69 145 - - - - - • - - - - 15 - - - 7:00 AM - - - - - - - - - - - - - - 17 22 - - - - 8:DO AM - - - - - 52 66 118 - • - 48 54 102 - - - - - - - - - - - - 16 18 - - - ' 9:00 ANC - - - - - - - - - - - - - 25 25 - 10:00 Aril - - - - 75 74 149 - - - - - - - - - - - - - - - 21 27 - - - - t. 11,0R AM - - - - - 64� 146 - - - - - -- - - - - - 21 21 - - - - 12;00 PM - - - - - - 63 64 127 _ - - 67 65 132 - - - - - - - - - - 22 22 - - - - 1:0D PM - - _ - - - 71 73 144 - - - - - - - - _ - - - 24 24 - - - - 2:00 PM - - 21 .29 - - - - - 63 88 151 - - - 52 82 134 - - - - - - - - - - - - 17 27_ - - - - 4:00 PM - - - - - - - - - - - - - - 21 25 - - - - 5:00 PM _ - - 62 76 138 - - - - - - - - - - 11 12 - - - - 6:00 MI - - - - - - 32 37 69 - - - - - - - - - - - 4 6 - - - - 7:00 PIVI _ - - - 13 19 32 - - - 8 10 18 - - - - - - - - - _ - 3 3 - _ - - 8:00PM - - - - -_ - - I - - - - - - - - 2 2 - - - 9:00 PIVI - - - - - - 7 5 12 - - - 3 3 6 • - - - - - - - - - - 1 1 - - . - 10:00PM - - - - - _ - - - _ 0 1 - _ - 19OD PM - - - - - - 1 4 5 - - - - - - - - - - 62 54 - - 6:00 AM - 9:04 AM - - - - - - 187 MI 350 - - � - - - - - - - 59 82 - - - 3:00 PM - 5:00 PM - - - - - - 177 246 423 - 6:00 AIM - 7:00 PM - - - - 7134 858 1642 - - _ _ - 286 '.. " - :1 _ IIIIII_ .. - _ __ ,. 1 (1st. .J�'{�fj({1��!`j L M y .,.- Y Sal llallinlallill --._LR .iA• •N __- JAL. ,..i L. 47.1`.'0 52..9";. - Pr went - - - - ni1'.1% 52.9% 100. ON - •_ 1.).-; _ - - - - - - - - - 10:00 AM 3:00 PM 11:00 AM 4:00 PM - - - AM Peak Prw Peak - - - au ru 50 40 30 20 10 u ,.... 4. -a, Iir¢I Northbound / Eastbound to CP- ey ham• •----facnday—Cue.day -- • Wrdncsduy Qr 3nL+rulay h t:. —F+achy ---Saturday ‘4 �� a� gp- Sunday 1� 9U 80 0 FA SO 40 30 20 10 v act - .,e cr��4t 1:9�� ' 0• Southbound / Westbound Itb P cis ete - —dolnndav Tueirday *-s-r-•Wed nrolay }e to —rr ay SatunJay .. n#,.--,,.....:...,,..,.....- ca - Sunda h 45.1* 694 y NC+tthim Warren: (72M 660-4046 nathan.wai renglapexBGsignr.cenn Pap 1of7 ADTI.xlstr Site Description: WCR 23 N/O WCR 20 Site Number: ADT1 Start Date: 1/20/2021 Ent! Date: 1/20/2021 Vehicle Classification Report - Hourly FHWA Vehicle Classification apexdesi Class 1- Motorcycles Class 2 - Passenger Cars Class 3 - Other Two -Axle, Four -Tire Single Unit Vehicles Class 4 - Buses Class 5 - Two -Axle, Six -Tire„ Single -Unit Trucks Class 6 - Three -Axle Slagle -Unit Trucks Class 7 - Four or More Axle Single -Unit Trucks Class 8 - Four or Fewer Axte Single -Trailer Trucks Class'9 - Five -Axle Single -Trailer Trucks Class 10 - Six or More Axle Single -Trailer Trucks Class 11- Five or fewer Axle Multi -Trailer Trucks Class 12 - Six -Axle Multi -Trailer Trucks Class 13 - Seven or More Axle Multi -Trailer Trucks Total 831 1. 3 2 269 3 144 5 179 Fl4WA Vehicle G 16 Classification - Total 8 12 Study 9 188 10 Northbound 7 D 11 12 13 4 1 0 0 16 3 100.0% 0.4% .32.4% 1?.3% - 0.4% 21.5.' 1.9% 0.0% 1.4% 22.6°E 0.1% 0.0% 0.0% 1.9% Percent 7 148 3 0 0 71 935 5 4 258 166 3 254 20 0 SOU thbeund Percent 100.0% 0,5% .27.6% 1Z8% 0.3°x6 27.2% .2.1% 0.0,96 0.7% 15.8°6 0..3% 0.0% 0.0% 7.6% 1766 8 527 310 6 433 36 0 19 3361 4 0 0 $7 ' Total 100.0% 0.5% 29.8% .17.6% 0.3% 24.5% 4 2.0% 0.0% 1.1% 19.0% 0.2% 0.0% 0.0% 4.9% Percent/ Nathan Warren; (720) X660-4048 nathanmarren@apexdesignpc,corn Page 2 of 7 ADT1.xlsx Site Description: /VCR 23 N/0 WCR 20 Site Number: ADT1 Start Date: 1/20/2021 End Date: 1/20/2021 Vehicle Classification (deport (Northbound -_01/20/ 2021) apex C.:1(A strenenoh L^$+y 1k -wog' Wednesday 1/20/'2.1 12:00 AM 1:00 AM 2:00 AI'I 01:- 3:00 AM St 4:00 AM 5:00 Aim 6:00 AM 7:00 AM 8:00 AM 9:00 AM 14:00 AM 11.:00 AM 1.2:00 PM 1.:00 PM x°:00 PM 3:00 PM 4:00 PM 5:00 PM 6:00 PM 7:00 ECM 8:00 PM 9:00 PM 10:00 PM 11:00 PM fir Northbound Total Classes 7 10 2 1 1 1 4 6 59 76 52 48 75 64 63 67 71 63 52 62 32 13 a 7 3 1 11 12 13 0 a 0 0 0 a a a 0 1 0 D 1 1 a a 0 a 0 iT t? D 0 1 1 0 1 0 1 0 3 0 3 2 27 16 21 14 17 6 17 6 21 11 13 9 11 5 1.7 10 19 11 18 1.2 25 10 24 14 18 9 5 4 2 2 3 2 2 0 0 0 0 0 a 0 a a 1 0 0 0 a 1 a a a a a 0 a 0 1 0 a 0 1 1 13 8 7 5 13 16 16 13 11 20 16 23 4 4 3 2 1 1 0 a 0 a 0 a 1 a 1 1 D 2 6 2 2 0 a 1 0 0 0 0 0 0 0 o a 0 0 a o a a o 0 o a a a o a 0 o D o 0 o o a o 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 29 0 D 0 3 a 2 18 0 0 0 1 D 0 18 0 0 0 1 0 2 24 1 0 0 2 0 1 21 0 0 0 2 0 1 21 0 0 0 2 0 1 22 0 0 a 1 a 1 23 0 0 a 2 0 1 10 4 0 0 2 0 0 1 a 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 D 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 6:00 AM - 3:00 AM 3:00 PM - 6:a0 PM 6:00 AM • 7:00 PM 11:00 JXIMI, . .A �SIy1 AM' F Percent 187 177 784 831 0 3 3 85 36 1 28 2 67 36 0 59 1 248 133 3 3.65 16 .. ... . 4 269► -3:4$ 3:,7 10, .,,- r. • �o ' -:74- 4^! 3 48 0 1 11 0 11 188 1 ;c; 4.1".;;;Y. . _vY.0(112.s.,;(...41"� .( J"y i i, AyC: r� �1• ti �a.�.wFQT� S@y:il.f("dlnr •i:�iaT � ;: d.. � 1 J.. \. .. :li. r .c... �..-)) J.. ..Y."..-4;t4F -+�r.� t q.-'i d 'rw��. y4 { C• Vii_ `J- }Y•}�i%f�iita,l. �t*?•.c�'.. kr. M1?' �_ " iG_-.1/4 . n i. ._.. o . .. _ .. C. .,ra - 1- 0 0 4 0 0 2 o a 16 0.4% 32'.4% 17.3% 0.4% 21.5"'' 3.91 0.0% 1.4% 22.6% 0.1% 0.0% 0'.0% 1.9% Nathan Warren: (720) 660-4046 nathansiarren@apexdesignpc.cc rn Page 3 of 7 ADT1.xlsx apexdesr n Site Description: WCR 23 WO WCR 20 Site Number: Mal Start Date: 1/'20/2021 End Date: 1/20/2021 Vehicle Classification Report (Southbound - 01/'20/2021) Southbound Classes Wednesday 1/20/21 12:00 AM 1:00 AAA 2:00 AM 3F:00 AM 4:00 AM 5:.00 AM 6:00 AM 7:100 AM 8:00 AID 9:00 AM 10:0D AM 11:00 AM 12:00 PM 1:00 PM 2:00 PM 3:00 PM 4:00 P.M 5.00 PM 6:00 PM 7:00 PM 8:40 PM 9:DO PM 1a:00 PM 11:00 PN1 Total 6:0a AM - 4:00 AM 3:00 PM -6:00 PM 6:00 AM 7:DD PM 1:2:00 AM 12:00 ANI Percent 2 2 3 0 7 22 28 69 66 54 74 82 64 65 73 88 82 76 37 19 10 5 3 4 163 246 858 ya 935 1 3 6 8 10 11 1.2 13 0 0 0 0 0 0 0 0 0 0 0 0 1 1 1 0 2 0 0 0 0 0 a a 0 1 2 0 3 6 15 23 14 7 15 25 12 9 17 19 28 34 14 6 3 1 2 1 0 0 1 0 0 8 4 14 4 9 9 7 9 8 7 18 18 16 16 8 4 4 0 3 0 a 0 0 0 0 0 1 0 0 0 a 0 a 0 a 2 0 0 0 0 0 0 4 2 1 0 0 4 7 8 10 18 16 15 21 18 15 22 29 27 24 8 5 3 0 1 0 a 0 0 0 0 0 0 1 0 1 3 2 3 5 3 2 a 0 a 0 0 0 0 0 0 0 0 0 0 a 0 0 0 a 0 a 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 1 2 0 1 1 0 0 1 a 0 1 0 0 0 0 0 0 o. 0 0 0 0 1 0 9 19 12 22 19 16 19 15 11. 4 1 0 0 0 0 0 0 a a 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 0 0 a 0 0 0 0 0 0 a 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a a a 0 0 0 0 0 4 a 0 0 0 0 0 0 0 0 10 8 9 8 7 5 8 7 8 1 0 0 a 0 0 0 0 D 2 5 0.5% 52 22 ] 36 81. 52 2 80 233 138 3. 231 J1��°i, `T•.4: (y..��ti}ii.` tf �1 �'.''.j '?ir:: r� 'y .why,-��•i.X �T v Y'c �ryr} 1(�I -: •, ��^-lSt ry s '=y' 1��},§7- .,�..4;r7'.�.�e;1. s�,;4,'�� 4 �v lC h' rg .�'`�stti i,.'.'�Li.�4a.� 2 aG.78�s -a2, iit'�l a i14 r ,�j�,. _ vir ' y '� 4�'. '"fin CF ""� �i..�• .. ; 4, . ....3t .N. 24 _ .. S�:2�i _ �S,C`�I:i! . � • - i ,'•9If' n - 27.6% 17.8% a3% 27.2`.T 1 2 20 2.1% r. iJ•• 0 M 0.0`0 ur• f`W.V47 28 16 147 0,7% 15.8% es: 2 1 { 'ie 0.3°f Q 0 a r. 0'.0% 18 8 71 •AkNiit. �j i •r _..+i .J •y • 7,6% Nathan Warren: (720) 660-4048 nathan.warren@apexdesignpc,corn Rage 4 of 7 ADT1.xlsx apex Vehicle Speed Report - Hourly Site Description: WCR 23 WO INCA 20 Site Number: ADT1 Start Date: 1/20/2021 End Date: 1/20/2021 Posted Speed Limit (NB/EO 55 Posted Speed Limit (SB/W8): 55 Total Study Speed Summary Average Speed 85th Percentile 95th Percentile Northbound 56.3 mph 63.4 rnph 67,6 mph Southbound 58.0 mph 65.4 mph 70.3 mph Speed Range (MPH) - Total Study I Totail, l 0-10 � 1.117 15 20 120-25 I 25-30 I 30-35 1 35-44 1 40-45 145-50 r 50-55 155-60 I 60.65 65-70 1 70-75 I 75-8Q I >30-6S 85-90 190 95 95144 � 100+ I >PS� I °� �� RSL + 10 °� > Pa + iS % Northbound 831 0 0 2 3 8 15 26 29 27 161 297 175 65 17 6 0 0 0 0 0 56D 67.4°l 88 10.6% 23 2.8° Percent 100.0% 0.0% 0.0% 0.2°x6 0,4% 1.0% 1.8% 3.1% 3..5% 3,2% 19.4% 35.7% 21.1% ►,8% 2.0% 0.7% 0.0% 0,0% 0,0% 0.0% 0,.0% T ` Southbound 935 D 1 3 3 6 18 31 24 33 108 ,267 289 104 28 15 4 0 1 0 0 708 75.7% 152 16,3% 46 5.1% percent 100,0% 0,0% 0.1% 0.3% 0,.3% 0,6% 1.9% 3.3% 2.696 3.5% 11.6% ' 28,6% 30,9% 11,1% 3,0% 1.6% [ 0.4% 0.0% 0.1% 0.0% 0.0% ---- Total- 1766 0 1 5 6 14 33 57 a 53 60 269 554 464 169 45 21 4 0 1 0 0 1268 71.8'x, 240 13.6% 71 4.0°x6 Percenr.. 100.0% 0.0% 0,1% 0.3% 0.3% 0.8% 1,9% 3.2% 3.0% 3.4% 15.2% 31,9% 2'6,.3% 3.6% 23% 1.2% 0.2% 0.0% 0.1% 0.0% 0.0% , Nathan Warren: WO) 660-4048 oathan.warren@apexriesIgnpc.com Page 5 of 7 ADILeisu apex Site Description: WCR 23 N/0 WCR 20 Site Number: ADT3 Start Date: 1/20/2021 End hate: 1/20/2021 'vehicle Speed /report (Northbound - 01/20/2021) Wednesday Northbound 1 25-30 1 30-35 40-45 45-50 5'0-55 55.60 L.60-65 65-70 70=75 75.801. 80-8:5 I 85-90 195-X00 100+ sPSt ° s PSI_ +10 gb > Pa + 15 4o 1/20/21 Total ❑-10 15.20 20-2S 35-40 � =1 ._I„90-95 Time 410-15 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2. 100.0% 1 50.0% 0 MO% 1203 A,M 2 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 o,cis o 0.0% 0 0,0% 1:00 AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 100.0% 1 100.0% 1 100.0% 2:00 AM 1 0 3:D0 ANN 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 100.0% 0 0.0% 0 0.0% 0 0 0 0 0 1 1 2 0 0 0 0 0 0 0 0 3 75.0% 0 0.0% 0 _ 0.0% 4:00 AM 4 0 D 0 0 0 0 0 0 9 2 3 l 0 0 0 0 0 0 0 4 6'6.7% 0 0.0% 0 0.0% 5:00 AM 6 0 0 D 0 A 0,:r0 0 3 6 9 5 11 11 11 1 0 1 0 0 0 0 0 24 40.7% 2 3A% 1 1.7% G:00 AM 59 0 0 0 1 76 D 0 0 b 0 1 0 3 4 8 34 16 6 3 1 0 0 0 0 0 60 78.9% 10 13.2% 4 5.3% 7:00 AM 0 0 0 1 1 2 1 0 6 22 15 3 1 0 0 0 u 0 0 41 78.8% 4 7.7% 1 1.9% 8,00 AM 52 0 0 0 0 0 1 1 0 0 2 1.3 14 11 4 1 1 0 0 0 0 0 31 64.6% 6 12.5% 2 4.2% 9:00 AM 48 75 0 0 0 0 1 0 4 3 2 17 31 13 4 D 0 0 0 0 0 0 48 64.04 4 5.3% 0 0.0 - TO:DU Ann ._ 0.- 0 0 1 3 4 1 1 23 21 5 4 1 0 0 0 0 0 0 31 48'.496 5 7.8% 1 1.6% 11:00 AM 64 0 0 12:00 PM 63 0 0 0 0 2 1 1 1 4 14 2] 13 4 1 1 0 0 0 0 0 40 63,5% 6 9.5% 2 3.2% 1 1 0 1 1 2 1 16 23 15 4 1 1 0 0 0 0 0 44 65.7% 6 9.0% 2 3.0% 1:00'PM 67 0 0 2:00 PM 71 0 0 1 1 0 1 3 3 0 10 30 15 5 2 0 0 0 0 0 0 52 73.2% 7 9.9% 2 2.8`16 PM 63 0 0 0 D 0 1 0 1 2 4 20 22 10 2 1 0 a 0 0 0 55 87.3% 13 20.6% 3 4.8% 3:00 4;00 PM 52 0 0 0 0 0 o 1, 0 2 14 15 11 8 1 0 0 0 0 0 0 35 67.3% 9 17,3% 1 1.9% 0 1 1 1 3 1 15 25 10 5 0 0 0 0 0 0 0 40_ 64.5% 5 8.1% 0 0.0% 5:00 PM 62 0 0 0 0 0 1 I 2 1 1 3 14 6 2 1 0 0 0 0 0 0 23 71.9% 3 9.4% 1 3.1% 6:00 HA 32 0 0 0 0 0 0 a o 0 0 0 4 5 2 2 0 0 0 0 0 0 13 100,0% 4 30.8% 2 15,4% 7: Du PM 13 0 8 0 Co 0 0 0 D 0 0 0 2 4 2 0 0 0 0 0 0 0 0 6 75.0% 0 0.040 0 0.0% 8:DO PM 9:130 0 0 0 0 0 I. 0 2 0 1 1 2 0 0 0 0 0 0 0 4 57,1% 2 26.6% 0 0.09'6 PM 7 0 � 0 0 2 0 1 0 0 0 0 0 D 0 0 1 33.3% 0 0.096' 0 0.0% 10:00 PM 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 0 1 0 0 0 0 0 5J 0 0 0 1 100.0% 4 0.0% 0 0.0% 11:00' PM 1 m 25 67 42 10 4 2 0 4 0 0 0 125 66234 16 8,6% 6 32% 6:00 AM - 9:00 AM 3:40 PM - 6;00 PM PM 187 177 784 0 0 0 1 1 5 8 13 9 0 0 0 0' 1 2 2 4 5 33 60 43 23 3 1 0 a o 0 0 0 0 2 3' 8 15 15 28 25 3.54 361 163 60 14 6 0 a 0 0 0 7.30 524 73.4% 6� 8% 27 SO 13.3% 3 0.2% � 4 70 2.3% 2 696 T 640 Ai'M'f - 7.00 _ _ - v--' - r a � yr -2 v. r n• sT -..r�.•-¢' -Y:' �. 16• rrc-r�::'o: - -t -y.. "i� � ��qq '•�::rr..:Sa-; `_ a i1.- i _ T�". .,. t.�. 4.i!a}t_ .rr��dty• .k�t.5 �`t��. ,. .,�. .q. i.. 1 .3ri-•' !'..{ 7 +Y.b }r�v. � .-... . {f� V. FI'r `� ',�..C- '.a, •.. t �[ ' 1 � I r. a• :t�l•� al A � iia:4 �'4`. ��:l.ei''a-.4.. :'� F.. •R..�- � •-[-= � r�''r .'7'� •I �. / C ' 5 S..t.•-. -P' r.�.T L .ry. - i� !- Ce: al....-�."ar' 'r<t� ^3:. 1 .. r ♦Y ...-?r!'''i' s'($; ._r t k. , y :s p ni..C., .D •.,F �' r. .K" .$a -f G. .m� -1- �. '�' '� "S i�. t tea: a .T:h '1� �.i'.a tr- 1 Vie', }. ." •V :�T--. - •1 w.. - f{` .s p 1 � ..:..- -lu. �r<- r 'a'1'�1Y% r f `5'- � � �- =u �.. „,fir. . t'•i ♦ � k_i• T' ..i..,‘`sic-t;,-e. �i 't ..r3 ,••rr-+,•. i I Y •r„ r ...* . .e n ..ti �� Pr.1 i�t t,ii i7.�C. ,,P•7;,:eftr -, - •:i Y' Jf _I 'r . a. �, "'NSF". � _ r to 1' c� �• p;--, y4 l.t a.-__„.,.,--.,,;0-.;, y N -t.`., _ [ J. { .r --- .( * T L „xi.., J �i '.. _Jyr.]{{-r, t �h 7" .... '.2f F ,.�_ t -mow [ r k � t �{ �!�g�aI 3�� y .ry} �.j��'y V` � �(l .II..• - l 1. 2. . ` �{�� .�+ T� . � .• i � i) 1 �V�� '. ' -� �w �� .:. .1 4 n� �.` 1�. � _ .il )l �� y ^A � t i r:ir'1'�l�,...��y�j!(rr �'-i �'�t*. �'li`ir 1. a �,. �� . ��.1 �1 ��i� - � � t:'. �.. Ic`1' � .i�,f rL- � V.Yx �, .iT��iiyiiQ.:L'.-n.. ei ^hf�L�:�� YA sL ��-� .F'.dr.{.fitia.1T- ... � �'V:..-..d:.J✓G... • c. Sf� �ra..e _• -'�• 4wi✓..�...�1. 9- y! lam \�. r- . ,i r S... ��1 .r .I ••.4�•-: i-' . , 7�+ �� {•-il c I. -��S� �• � , -- •.. ' / � '.�Js�.{, .a.. �I" .. - •. �(� ��. CLZ'1 '� s y :'ys - � .. � ,.�. tr 11 .. Yi �i.[L1'�TI�S/ L 7 -� • _� �d; �1 �IL - . l�l ,,'4'j l �r i �- '1`�!{d :5 . J....L �� .•341.aw' ayjfy,r-. Percent .. 0.0'% 0.0'sG 0.2% 0.4?0 2,0% 1.8% 3.1% 3 5% 3,2% 19.4% 35.791; 21.1% 7.8% 2.0."5 0,7,.'; 0.0`:; 0.0`.; 0.0% 0.©% 0.695 Average Speed 56.3 Mph 35th Percentile 623.4 mph 95th percentile 67.6 mph Nathan mew (720) 660-4048 nathvi,Wirren@apexdesignpc.com Page 6 at 7 ADTI.xisx Site Description: Site Number: Start Date: End Date: WCR 23 N/0 WCR 20 ADTI 1/20/2021 1/20/2021 Vehicle Speed Report (Southbound - 01/20/2021) WedneSday Southbound I 75-20 20-25 25-30 30'-35 35.40 40.45 45.50 t 50-S5 55-6a 60.65 65-70 70-75 75.6001 80.85 85.90 90-95 95-.100 100i- >P51 96 > PSL I-10 > P5L + 15 % 1/2Q/z1 Total 0-10 10-15 Time 1 0 U 0 0 0 0 0 0 1 50.0% 0 0.0% D 0.0% 2MINI 0 0 0 0 0 0 0 1 0 0 0 12:00 AM MEW 4 0 1 0 1 0 0 0 a 0 0 2 100.0% 1 5(7.09 1 50.096 0 0 0 0 Co 0 0 0 0 1:00 AM M 1 0 0 0 0 0 a 0 0 2 66.7% 0 0.0% 0 0.0% 0 0 0 C. 0 0 0 0 1 0 1 2,00 Ann 0 0 0 0 0 0 0 0 0 0 0 - 0 - 0 - 3:00 0 0 D 0 D 0 0 0 0 0 0 AN1 4 1 1 0 0 0 0 0 0 INIII 100.096 ,2 28.6% 1 14.3% 7 0 0 D D 0 0 0 0 0 a 4:00 AtUi 6 1 0 0 0 0 0 0 15 68,2% 1 4.5% 0 0.0% 22 0 a a 0 0 0 0 0 1 8 0 5:00AM 4 8 9 0 1 0 0 0 0 0 0 18 64,3% 1 3.6% 1 3.6% 6:110 AM 28 0 0 0 0 1 1 2 1 1 IRE 12 15 10 6 a 0 0 0 0 46 66.7% 19 27.5% 9 13,0% /AV AM 69 a 0 1 2 2 3 0 4 10 --- =EMI 2 2 0 0 0 0 0 0 55 4 6.1% 2 3,0% 0 0 0 0 0 0 2 1 5 25 26 P.M AM EMI 12 21 9 ME 0 0 0 0 0 0 43 70.6% 10 18.5% 1 1.9% Atli 54 0 0 0 0 0 0 3 0 0 8 9:00 En 18 EMI 2 1 0 0 0 0 0 23,0% 16 21,6% 4.1% 74 0 0 0 0 0 0 1 1 17 20 10:00 AM _ ME In 16 7 1 1 1 0 0 0 0 64 78.0% 10 12-2% 3 3.7% 82 0 0 0 0 1 3 0 11 38 11:00 AM _ Ell. n 2 0 0 0 1 0 0 53 82.8% 14 21.9'% 3 4.7% 64 0 0 0 0 0 2 3 1 4 23 11 12:0U PM MI NEM 21 11 1 0 0 0 0 0 0 55 84.6% 12 18.5% 1 1.,.5% 1:00 Pt+n 65 0 0 0 0 2 0 2 1 _ _ 10 12 26 8 3 2 0 0 0 0 0 51 63.9% 13 17.8% 5 6.8'% 2:00 PM 73 0 0 1 1 1 1 1 1 6 _ 21 37 7 1 3 2 0 0 0 0 71 80,7% 13 14.89 6 6.8% PM 88 0 0 0 a 0 0 2 2 8 5 3:q0 a 25 22 8 1 2 0 0 0 0 I 0 58 70,7% 11 13.4% 3 3.7% 4:00 PM 0 0 0 0 0 3 7 3 3 8 IIII 2 9 21 23 8 3 1 0 0 0 0 0 57 75.096 15.8% 4 G 00 PM 76 0 0 0 0 D 4 2 Milelli. nit 2 5 10 9 2 2 0 0 0 0 0 0 Z.3 62.29(, 4 10.8% 2 5.49x4 6.00 Pp11 0 0 0 0 0 1 5 EN 0 0 1 0 0 0 0 16 84.2% 3 15.896 1 5.3% 7:00 PM 19 n d 0 0 0 0 0 1 0 1 8 NM In. 0 2 0 0 0 0 0 8 80.0% 4 40.0% Z 20.0% PM 10 0 0 D 0 0 0 0 0 1 2 2 6:00 1 0 0 0 0 0 0 0 0 3 60.096 0 0.096 0 0.0% t'M 5' Q 0 Co 0 0 1 0 0 1 0 2 9:DU 0 1 1 0 0 O. 0 0 0 0 100.0% 1 0 0.0% PIV1 3_ 0 0 0 0 0 0 0 0 0 10:00 0 0 1 1 1 0_ 0 0 0 0 0 0 3 75.0% 1 25,0% 0 4.0% 11:'611 PM 4 0 0 0 0 0 0 1 0 6:00 AM - 9:00 AM 3:00 PM - 6:00 PM •'}:w�pA� 6:OD 11�IM.- fYRT PRI,....,‘4.1.,:t. 1.63 246 858 D 1 0 2 3 3 7 4 6 19 43 50 12 9 3 0 0 0 0 0 D 0 0 0 0 7 11 7 13 22 68 82 23 S 6 2 0 0 0 0 0 1 3 3. 6. 16•, icY 22 30 99 Z43 266 96 26 13' 3 0 1 0 0 , �, '•r_ .«1 -1 .I..:•-• y.i.. •_ - _ ..s• .1•, .•U_ _1-W •fr' .�Iln rr- S• .{,.q� --i.`• T- �:�R .A:" �....k- � S•ii �'•r! � ,, :l,r � f � .ter' .. ;p. _ ub=,,z,44-14.- 119 166 1 ..t 648 f ti �[' 73.0% 75,6% 7$.5% -f.}N^ C •l 24 36 139 � F _-N.1 N �:� 14.79 14.6% 16{2% l• . c r •� 12 13 43 '�ti�g•KH r. 7.4% 5.3% 5:096 - Yr* , ''>: t,� ,p �'rte � . ss� �Y� _✓... z 1� '•4 l T-wSA +1 Y ' �i I ry `eY. 4 a yy p "! .Y '-�� • !` • 4r* y '� `T�}• � ., .'. J .lam 1-/.'.�� .F , i{I> Sy u'!l'a H ,� p 1 �t :5'^ ij ..•F i 1 ..l ` V :a ` •'t - � . T ice!' 1� t {� Wit[. }� � c F r `Jti -'f.i'•' .'r. �1_. ''T�.t. '{:' F.9K_ � j�.r_-.. �f. •{�L- )'. yV•1-4.4.14 L y '. G� YY -r :i.'. 4 . T✓ r � I �S ice: fi - !' L'F9 .r l, -r. 1; .,. �CSI.e��. .L3.. {_•iLiit�;:. i�- -1' x h.._�` T .:4 _- �1. �..� � ^� .. :��-- ,.�{'�'d'.. � },�w'�_1% I:G 4 .. r .. i3s.•-r. '. ��f..c7�.Yaut3ii•`•R•�v�z ter.+-'L3'•'�. _>>i - vie=•e:.�•''. �.� � +. .,su,: .Y -=r i !. ,.��,.? ,f„_-d�:.♦Jc�1,,, _- _._••. �i..WJi-�d�t�`I •� _ 9 '' ... �.".-._ w.._._. �..... ... .! 0.0r: U..1`."n U.3°, 0.3A 0.6Yrr 1,9%c 3.3% 7.,6',x, 3.5.C: 11.6% 'u 30.3,'w :11..tY. 3.01: 1,6% 0.4"; 0.0% 0,I!'4 019% X0'.O% Percent .28.6 Avevag+a Speed 58.0 mph 85th Percentile 65.4 mph 95th Percentile 70.3 mph Nathan Warren: P201660-4048 nattean.wateen@apexdesignpc.com Page 7 of 7 ADT1.xisx APPENDIX C r / C�1 • IMPROVEMENT LOCATION CERTIFICATE LOT B, RECORDED EXEMPTION NO. 1311-13-03 RECX 17--007 NON-IXCU STYE ACCESS ARO Ui1UTY EASEMENT FON THE USE OF LOTS A & 9 S89' 48' 48"E480,97' D4' RIQNT-Of«WAY ` AGREEmENT GRANTED ID AMOCO PRODUCTION I COMPANY AT REC. NOS, 1734325 & 1754327 OATM 13/23/1976 STORAGE AREA ,/ PARKING PARKING AREA GRAVEL DRIVEWAY N8g' 57 04"W 585,15' 128.31 -- GRAVEL DRIVEWAY CORRAL Legal description: LOT B, RECORDED EXEMPTION NO, 1311-13-03 RECK 17--007 WELD couN i r, COLORADO. Property Address: 9124 CR 23, FORT LUPTON, COLORADO Easement information from recorded plat and/or provided by client unless otherwise noted. Legal description provided by client unless otherwise noted. Apparent deed lines were determined from lines of occupation and/or existing monumentation shown hereon unless otherwise noted. IMPROVEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location Certificate VIOS prepared for TRINITY CUSTOM HOMES, that It is not a land survey plat or Improvement survey plot, and that It is not to be relied upon for the establishment of fence, building. or other future improvement lints. i further certify that the Improvements on the above described parcel an this date 24 JULY 2019, except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroachments upon the described premises by improvements on ony adjoining premises, except as Indicated, and that there 1s no apparent evidences or sign of any easement crossing or burdening any part of said parcel, except as noted. Snyder Land Surveying inc. Erik Jay Sneer Colo. L.S. 38555 HOUSE DETAIL. SCALE 1'1,320' pilindFELSBURG 'HOLY & ULLEVIG connecting & enhancing communities February 25, 2021 Mr. Lonnie Shoemaker 9124 WCR 23 Fort Lupton, CO 80621 RE: Sound Level Measurements at 9124 Weld County Road 23 Property Dear Mr. Shoemaker: EXHIBIT r USEW-00TY This letter summarizes ambient sound level measurements that Felsburg Holt & Ullevig (FHU) staff performed at your request to evaluate activities that occur at the 9124 Weld County Road (WCR) 23 property near Fort Morgan, Colorado (Figure I). The measurements were performed to assess sound levels generated by the business (Elite Drilling) that operates from the property. FHU's understanding is that the property serves as a staging and warehousing locale for drilling equipment and operates primarily from the north side of the property (Figure I). The methods and results of the sound level measurements are presented below. Methods In brief, FHU performed two simultaneous 24 -hours -long sound level measurements within the 9124 WCR 23 property at the locations shown in Figure I. FHU staff was off -site during the measurements. Measurement I was located to capture sound levels along the property line with 9510 WCR 23. This location is nearer the business operations. Measurement 2 was located to capture sound levels along the property line with 9120 WCR 23. There are homes on all three of these properties. The ground is generally level across all three properties. The measurements began at approximately 2 PM on February 22, 2021 and ended at approximately 2 PM on February 23. This provided one full daily cycle of data on the levels and patterns of sounds at the locations. Note that these measurements included all ambient sounds that were audible, including traffic on WCR 23, wind, etc. FHU used NTI XL2 Class I sound level meters. The meters' microphones were positioned approximately 5 feet above ground surface on tripods with microphone windscreens installed. The measurements were continuous and acoustical data were logged by each meter every 15 minutes for the duration. These logged data were processed to provide the results presented below. The data presented below are the hourly "equivalent" sound levels (Legs), which in simple terms are the hourly averaged sound levels. The data are the hourly Legs as they progress over the course of the day, updated/recalculated with each new 15 -minute increment. Results Many people are not familiar with the numeric sound values (decibels) associated with the sounds they encounter, so stating sound level values may not be meaningful. For informational purposes, I have included Figure 2 as an illustration of familiar sounds and levels often associated with them. The measured results from the two locations are graphed in Figure 3. The graph illustrates both the running hourly Leq levels measured and the overall daily pattern (rise and fall) of site sound levels. 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE. 6400 S FIDDLERS GREEN CIRCLE, SUITE 1 500 GREENWO REMAINDER RETAINED 303.721.1440 WWW.FHUENG.COrs ELECTRONICALLY IN TYLER. February 25, 202 Mr. Lonnie Shoemaker Page 2 Measurement I was nearer the activities of interest and had somewhat higher sound levels during a few specific times of interest: • There is a pronounced "hump" of relatively high sound levels for Measurement I centered at approximately 8:30 AM (Figure 3). This "hump" is not apparent in Measurement 2. FEU staff was informed that there was a grader onsite doing ground leveling/preparing along the north property line (near the sound meter) for a cornstalk bale wall at that time. The "hump" shows the grader operating audio snippets from this period support this. • Prior to the "hump" described above, between about 5 AM to 7 AM, there is a relatively flat period of sound levels that is elevated compared to Measurement 2 levels. Presumably, this is during the daily equipment preparation period. Audio snippets from this period indicate that the main sound sources are a mixture of vehicle engines/sounds and barking dogs. Measurement 2 was farther from the equipment activities and the sound levels appeared to be unaffected by the site equipment activities. The relatively high sound levels at both the beginning .and end of the graph (Figure 3) were concluded to be wind noise based on audio snippets. Measurement 2 likely is representative of the general "background" conditions in this rural area where traffic sounds from 'VCR 23 and other ambient sounds generally are dominant. Measurement I generally tracks close to Measurement 2 in the overall sound level pattern and numeric values, with the exceptions discussed above. Please note these results are for the specific conditions described for this analysis. A different set of conditions or assumptions may produce different results. FHU endeavored to complete this noise study in a manner consistent with the care and skill ordinarily exercised by members of the acoustical profession currently practicing under similar circumstances. Thank you for the opportunity to provide this service. If you have any questions regarding the analysis or this report, please contact me. Sincerely, FELSBURG HOLT & ULLE IG dtke-frat, Dale Ti schm ak Associate Environmental Scientist February 25, 2021 Mr. Lonnie Shoemaker Page 3 Figure I. Measurement Locations at 9 I24 WCR 23 Property February 2021 ,. .. I • 95ii f to n`23 9120.WC1R,02.3 Measurenenty1 r. e 9124 WC R 23 125 250 500 -name r _ r _ !..•••— ^. 1� _ : .��, _ :•,. .. e. .. , .�i lammr` ,,trwl1f • • w .:-.._. ..-.ter r� - -.'............ • _ '- ".P: lQrT'/j - SRI .•.rr• 4 T • _ • Jdm.r. M1•...._ _..rte..-„ ._ �.-��....�.. '•.- ..�. .. - _ .�- .o- ,. rha•� �._ I. •1 — _- _ - 1•t�. ..a......I 1 — _ f a - -I •is `'T�_.. �a .......... �- _ __• _ v �-etnP� • - .1 AP-. f1') \Y. is < .i♦.'.�� jir �� ter. SL _ - 4.S • _ -'' f February 25, 2021 Mr. Lonnie Shoemaker Page 4 Figure 2. Examples of Common Sound Levels 130 MirisTAA, Gar Horn at 3 jrl Big Truck at 50' Shout at .5' 0 Blender at 3' Train or pr -la, Highway Traffic i1 at 50' Light Traffic at 50' Soft Whisper at 15` Washington State Department of Transportation &curses:FTA 19G5,EPA, 1971,1974 Jet Take -off at 200' 120 ' r The Range of ``` 1 Maximum Vocal o J Effort 110 100 � 0 90 80 70 60 50 40 30 Level of N o i se in Decibels Jackhammer at 5Q' Backhoe at 30' TV at 10' Refrigerator at 3' February 25, 2021 Mr. Lonnie Shoemaker Page 5 Figure 3. Ambient Sound Level Measurement Results for 9124 WCR 23 February 2021 Measured Sound Levels --Elite Drilling; 9124 WCR 23 70 65 60 GJ Cr J 55 ^-9 40 35 , , Grader. f Wi d Prep Activities'► 'l'in�d a IliSic Cr e - • 4Dogs I — - l " - 1 r + vibi 1 r iMeasurement 1 Measurement 2 I 1 I I I I I I M - lo, le)) ti; 41 (O P° �\ %no � eV � D 4) CO � % Measured Hours --February 22 t0 2312021 • %?- \:11- 2 ,So �% N EXHIBIT I Cr 1A45210 ~ OD 2.2° Lonnie Shoemaker Screening Plan 9124 CO RD 23, Fort Lupton, CO 80621 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE. REMAINDER RETAINED ELECTRONICALLY IN TYLER. 190ft Hay Bale Wall 12ft Tall, Oft Wide 9 Trees Spaced X10' Apart 2021: �:ogile$ Northern Screening Plan: • Construct wall made from 4'x4'x8' Hay Bales 190' Long, 3 Bales Tall (12ft) Hay Bales will be replaced every 1-2 years depending on condition of dales. Hay bale placement was agreed upon between Lonnie and neigh or directly North. Screening wall was installed on 2/23/2021 Southern Screening Plan: • 9 Trees spaced approximately 10ft apart have been planted • Screening • Ian was an agreed upon solution between Lonnie and neigh or directly South. -Y."‘" a -ar• w - _ a AP_ r 14, 9 .a ;tww J ,a-717,'� t4 i ' t 'V d. •' 4• Y• _ �z-— . • �. • d t s' Y x4.. .d.� �4 r f .. ¢... is,d hN �.. �. . ,h,g1 �'Alt . w i L'. , f r y _� �` '- .r'. - --. - - a earn a ^ .�^�s y1 � j"t'5� � d� �caccN� ''`4'4 .... - '� 1� '4-y {� �R_S ; 7�4 �n �)• �- �� -., } �(1' �'r` -i ZITS Z _ -,74! --...411nar`" Sr- a"'--”ammlirra— —.4"----7a-- e.ii.a..- ...irSillaellirainiel 1 -_ •. ---- - •.)y.. - - - •��.1=Tc-__C��, f was_ ��1417 �—,- ,a„.„. - r. - - _ __ate i�i. - C.. •.. _ - faa.l� �R - "`� ig '#r+_. . ��_r_..,_ _ _Lc, • 4, ] 1 4 [• } 4 •r - A t •T 'm r. .mod . f^a- --Mirka ..a a _ _tat... .ra.. arir — — �`' • ti " ii.."ictis•••• i �. Trip Generation at the TABLE Elite 1 Drilling Site Access Size AWDTE AM Peak Hour PM Peak Hour 1 Code - Use Rate Trips Rate In 7 Rate Out Rate In Rate Out . N/A Elite employee Drilling vehicles — Crew N/A N/A 38 N/A 15 N/A 0 N/A 0 N/A 15 N/A Elite Drilling — truck vehicles N/A N/A 26 N/A 0 N/A 13 N/A 13 N/A 0 210 Single Family Residences 2 DU 9.44 18 0.19 0 0.55 1 0.63 1 0.37 1 Total 82 15 14 - 14 16 , 64 business related vehicle trips / day C1'1.Y 01' To: From: Date: Subject: Public Works 130 S. McKinley Avenue Fort Lupton, CO 80621 www.fortluptonco.gov MEMO Lonnie Shoemaker Roy Vestal January 11, 2021 Lonnie Shoemaker - 9124 CR 23 Access to CR 23 Phone: 303.857.6694 Fax: 303.857.0351 Public Works has reviewed the submitted referral information for the above referenced development project with the following comments for inclusion with the Site Plan submittal. 1. Site Plan a. Transportation i. Traffic Control - Chapter 8 The traffic memorandum by Delich Associates dated September 10,2020 was reviewed and found acceptable. ii. in place. iii. The ROW Reservation annotated along the western property line is more than adequate. Future CR 23 is classified as an arterial in the City Transportation Plan. ROW requirement of 110 feet wide centered on the Section line, half of which will be along this property. A ROW reservation of 25' will be required along the western property line for CR 23. iv. Access as shown at the south end of the property jointly shared with the adjacent southern parcel is allowed. v. An additional access to the northern portion of the property for business access is approved at this time. The distance from the northern parcel access should be greater than 100 -feet centerline of the drives separation. In the future when roadway improvements are required on CR 23, we will require a modification to access. CR 23 has 60' of ROW b. Roadway - Chapter 6 i. No improvements to CR 23 are required Roy L Vestal, PE Public Works Director, City of Fort Lupton at this time (IAW Traffic Memo). February 25, 2021 Mr. Lonnie Shoemaker Page 5 Figure 3. Ambient Sound Level Measurement Results for 9124 WCR 23 70 65 N t-2, CJ 60 CV L. 55 O s .14 I's 50 a, vim J 45 CJ G 40 35 February 2021 Measured Sound Levels --Elite Drilling; 9124 WCR 23 _.___ - - - - - - , , i i Grader+ i 4 -Wind Prep Activities.` Wind i , ► (-Dogs ( 1 iI I y b 1 I II 1 1 I I I I I I - I I ♦ r I Measurement 1 2 Measurement i i i i i i i Ili • i e Q4 e Qt 1, n) t% h c0 1 '6 Q� Q� Q� P� P� P� P� P� P� vt. P� P� Measured Hours --February 22 to 23, 2021 ip P� V•• Q2 Q2 Q� Lonnie Shoemaker Screening Plan 9124 CO RD 23, Fort Lupton, CO 80621 190ft Hay Bale Wall -12ft Tall, Oft Wide 9 Trees Spaced 10' Apart ii:7,40Q1e ai. ♦11Nt. yx\.`wI h '�S • T .' .�� .rte„•' `AY..jy ItV .1 _,.t %• ,'�I M• .r►�y..rr 1.�1�•. �aib�rrcts �.'+I wrdr.. :3'1..x.._ .Y I 4- [ V'ln. • _ VH'_.. -1. Z. t` t`°,4' .. r .ter • N A- -r.11:.1 _ .1Y:1N Yqr 1,1,1/2••••. m . wr e. Northern Screening Plan: • Construct wall made from 4'x4'x8' Hay Bales • 190' Long, 3 Bales Tall (12ft) • Hay Bales will be replaced every 1-2 years depending on condition of bales. • Hay bale placement was agreed upon between Lonnie and neighbor directly North. • Screening wall was installed on 2/23/2021 Southern Screening Plan: • 9 Trees spaced approximately 10ft apart have been planted • Screening plan was an agreed upon solution between Lonnie and neighbor directly South. Hello