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Home My WebLink About20174253.tiffDELICH ASSOCIATES Traffic & Transportation Engineering INNI•Nil'+ 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 MEMORANDUM TO: Allyson Mattson, CDOT-Region 4 Jose Ramirez, Rocky Ridge Civil Engineering Linda & Chris Cain, Gopher Gulch RV Park & Campground FROM: Matt Delich DATE: January 23, 2019 SUBJECT: Gopher Gulch RV Park & Campground — Trip Generation and Traffic Impact Analyses (File: 1655ME04) This memorandum provides trip generation information pertaining to the proposed Gopher Gulch RV Park & Campground development on a parcel north of SH66 and east of WCR5 in Weld County. The site plan is provided in Figure 1. According to available aerial photographs, the parcel is vacant, except for two buildings (house and garage) on the east portion of the site. The house has driveway access to SH66. Trip generation and traffic impact information was requested by CDOT for auxiliary lane evaluation and access permit application purposes. State Highway 66 is an east -west road that is categorized as an RA Highway in this area. It has a two-lane cross section with eastbound and westbound left -turn lanes at the SH66/WCR5 intersection. There are no auxiliary lanes at the SH66/East Driveway intersection. State Highway 66 is posted at 60 mph in this segment. Peak hour traffic counts were obtained at the SH66/WCR5 intersection in December 2018 and are shown in Figure 2. The site is approximately 47.5 acres. The proposed uses are recreational vehicle sites, tent sites, and rental cottages. The existing house foundation would be used and rebuilt as a reception and common building. Also a maintenance building and caretaker residence would be built. Access is intended via the existing driveway on SH66 and a proposed driveway on WCR5, which is approximately 250 feet north of SH66. The east portion of the site will have 97 RV sites, 6 cottages, registration office, site amenities, and a caretaker house. The west portion of the site will have 57 RV sites, 6 tent sites, 5 cottages, and a site amenity building. The trip generation was calculated using Trip Generation. 10th Edition, ITE, as the reference document. Campground/Recreational Vehicle Park (Code 416) and Single -Family Detached Housing (Code 210) were used to determine the trip generation. For analysis purposes, rates for the peak hour of the street and the variable of `occupied camp site' from the cited reference document were used. The eleven rental cottages and six tent sites were included as RV sites for a total of 171 sites. Since it is not likely that every site would be occupied at one time, this analysis reflects conservatively high trip generation. Table 1 shows the calculated peak hour trip generation for each portion of the site. The total trip generation is: 37 morning peak hour trip ends and 47 afternoon peak hour trip ends. The site plan indicates that registration would occur at the east driveway. However, registration does not necessarily occur during the peak hour of the generator for this land use. Due to the site layout, it is likely that the east driveway would be used by occupants of the east portion of the POb\� c C,ev\e CG: Soc,R �PrLiMi ��, �i X>rt�Icw�EP�� S(L Iw ton- y 253 site and WCR5 would be used by occupants of the west portion of the site on an average day. It is expected that, on an average day, the trip distribution would be equally split (east and west) to/from SH66. Both the SH66/WCR5 and SH66/East Driveway intersections are proposed as full -movement intersections. The trip assignment, shown in Figure 3 reflects the site layout, the trip generation, and the trip distribution. Figure 4 shows the year 2020 total peak hour traffic forecast at the key intersections. Background peak hour traffic was factored in accordance with the CDOT 20 -year growth rate for this segment of SH66. No additional auxiliary lanes will be required at the key intersections. Table 2 shows the peak hour operation at the key intersections. Calculation forms are provided in Appendix A. State Highway Access Permit Applications (SHAPA) will be required for the SH66/WCR5 intersection and the SH66/East Driveway intersection. The SHAPA's should be prepared by the project civil engineer (Rocky Ridge Civil Engineering). To be conservative, it is assumed that the site generated traffic will be primarily recreational vehicles. For the SH66/WCR5 intersection, Item 17 in the SHAPA should show a peak hour volume of 77 passenger cars and 18 single unit vehicles in excess of 30 feet. For the SH66/East Driveway intersection, Item 17 in the SHAPA should show a peak hour volume of one passenger car and 28 single unit vehicles in excess of 30 feet. The peak hour traffic in the SHAPA reflects the afternoon peak hour (highest). It is expected that the traffic impact of the proposed Gopher Gulch RV Park & Campground development will not be significant. Additional auxiliary lanes will not be required at the key intersections. Do not hesitate to contact me if additional information is required. N SCALE: 1"=300' I 0 C z SETE DATA: i [SECONDARY ACCESS .t BUCK & RAIL FENCING COTTAGES, 30 SEWER EASEMENT - CONCRETE PADS ALLOWED, T NO PEDESTALS on TREES \1 TENT SITES.1 \ FUTURE PHASE it i COLORADO STATE HIGHWAY 66 R.O.W. VARIES BACK.M/PULL-INSRES SEmderd = 2Ts(es Luxury= 15 Sites Sudgat=51 Hes PUWTHROUGR SITES Standard=aesaes BuGgu1=225155 Total Number NON,: 153 Standard= 65555 Lumpy= 15SNEs Budget = Asrtm 6� SITE PLAN 1 -WAY 2 -LANE 24' ROAD , 1 -WAY IS ROAD-1� 2 -WAY 24. ROAD s. T \ •`1 1 // ` / TRASH ENCLOSURES j % CUE SLOPE EMBANKESIISF/- WETLAND BOUNDARY 5 WOODEN PIER W/ IWEAPRETIVE SIGNAGE - FROW RANGE PEAKS, WETLAND ECOSYSTEM, BIRDS & WILDLIFE BOULDERS / RETAINING WALL 5' HIGH+! - AMENITY AREA- SWIMMING POOL. RREPIT, GAZEBO. PLAYGROUND BATHHOUSE -, REMODELED BUILDING 6' HT. ENTRY SIGN ' I/ TRASH ENCLOSURE -/1/ SOUND WALL .7 /BATHHOUSE WO SO FT) BACK -IN RV SITES J% PULL-THRU RV SITES / j�-LANDSCAPE BUFFER 30' UTILITY AND ACCESS EASEMENT 07520 MAINTENANCE VEHICLE SPACES • CARETAKERS RESIDEN (750 SO FT) -MAINTENANCE SHED (300 50 FIT r F. MAINTENANCE YARD r+. IRRIGATION POND EMPLOYEE PARKING -.� WATER TANK \i REGISTRATION (550 SO FT) ~ EXISTING TREES TO REMAIN MAIN ENTRY Figure 1 ._-//1-DELICH 7 ASSOCIATES N N CO CO CO 7/4 607/818 8/3 20/35 529/803 -� 2/3 }r' N 1t ILO 1- N CO AM/PM SH66 RECENT PEAK HOUR TRAFFIC Figure 2 -/J 1-DELICH =ASSOCIATES TABLE 1 Trip Generation Cod.. I r ` ��+R 4 . o . , Size - .. t AWDTE,` 6 AM Peak Hour PMypak Hour Rate iiitis Rate In • =Rate, .Out Rate, :oin =' Rats : Out:` 210 Caretakers House — East Portion 1 DU 9.44 10 0.19 0 0.55 1 0.62 1 0.37 0 416 RV Park — East Portion 103 sites * 0.08 8 0.13 14 0.18 19 0.09 9 416 RV Park — West Portion 68 sites * * 0.08 5 0.13 9 0.18 12 0.09 6 Total Trip Generation * .13 24 32 ° 15 *Daily rates not available O z 3/6 NOM 9/6 - 2/6 West Driveway ti) ;4Q East Driveway 4/10 4/10 AM/PM SH66 SITE GENERATED PEAK HOUR TRAFFIC Figure 3 LDELICH ® r= ASSOCIATES N in cc U M O Z CO N N M rn O r JIB NOM 9/6 1c.„ 9/10 �— 636/852 8/3 West Driveway LC) ct JOB 4/10 645/860 24/42 552/841 -� 2/3 ------ Mfr N (D 4/10 564/845 i --of- AM/PM SH66 YEAR 2020 TOTAL PEAK HOUR TRAFFIC Figure 4 DELICH --1,1 ASSOCIATES TABLE 2 Year 2020 Peak Hour Operation Intersectiorn r-", x a ` ^° '' r �'r Mo ement ` ` '' � ' ` 1 L' ev I of,Ser ice; SH66/WCR5 (stop sign) EB LT A B WB LT A A NB LT/T/RT C F SB LT/T/RT C E SH66/East Driveway (stop sign) EB LIFT A A SB LT/RT C D WCR5/West Driveway (stop sign) SB LT/T A A WB LT/RT A A APPENDIX A HCM 6th TWSC 2020 Total AM 3: SH66 & WCR5 Intersection Int Delay, s/veh Movement 1.2 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations I I, 1 4 4+ Traffic Vol, veh/h 24 552 2 8 636 9 1 . 2 6 10 3 37 Future Vol, veh/h 24 552 2 8 636 9 1 2 6 10 3 37 Conflicting Peds, #Ihr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized None - - None - - None - - None Storage Length 250 - - 250 - - Veh in Median Storage, # - 0 0 - 0 0 Grade, % - 0 - 0 - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 950 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 25 581 2 8 669 9 1 2 6 11 3 39 Major/Minor Majorl Conflicting Flow All 678 0 0 583 0 0 1343 1326 582 1326 1323 674 Stage 1 - 632 632 - 690 690 Stage 2 - - 711 694 - 636 633 - Critical Hdwy 4.12 - 4.12 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 - - 6.12 5.52 - 6.12 5.52 - Critical Hdwy Stg 2 - - - 6.12 5.52 - 6.12 5.52 - Follow-up Hdwy 2.218 - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap -1 Maneuver 914 - 991 - 129 156 513 133 156 455 Stage 1 - 468 474 - 435 446 Stage 2 - 424 444 - 466 473 Platoon blocked, % Mov Cap -1 Maneuver 914 - 991 - 113 151 513 126 151 455 Mov Cap -2 Maneuver - - 113 151 - 126 151 Stage 1 - 455 461 - 423 442 Stage 2 - 382 440 - 446 460 Major2 Minorl Minor2 Approach HCM Control Delay, s 0.4 0.1 HCM LOS EB WB NB SB 19 21 C C Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 266 914 - - 991 - - 277 HCM Lane V/C Ratio 0.036 0.028 - 0.008 - 0.19 HCM Control Delay (s) 19 9.1 - 8.7 - 21 HCM Lane LOS C A - A - C HCM 95th %tile Q(veh) 0.1 0.1 0 •- 0.7 Gopher Gulch RV 01/22/2019 Synchro 10 Light Report Delich Associates st am.syn HCM 6th TWSC 2020 Total PM 3: SH66 & WCR5 Intersection Int Delay, s/veh Movement 1.6 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations ' I 11 I 4+ 4+ Traffic Vol, veh/h 42 841 3 3 852 10 2 4 5 9 2 28 Future Vol, veh/h 42 841 3 3 852 10 2 4 5 9 2 28 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - - None - - None - - None - - None Storage Length 250 - - 250 - Veh in Median Storage, # - 0 0 0 0 Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 2 2 2 2 2 2 2 2 2 Mvmt Flow 45 895 3 3 906 11 2 4 5 10 2 30 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 917 Stage 1 Stage 2 - Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 - Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 744 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 744 Mov Cap -2 Maneuver - Stage 1 Stage 2. - Approach HCM Control Delay, s 0:5 0 51.5 47.5 HCM LOS 0 898 0 0 1921 1910 '897 1909 1906 912 - 987 987 - 918 918 - 934 923 _ 991 988 - - 7.12 6.52 6:22 7.12_ 6.52 6.22 - 6.12 5.52 - 6.12 5.52 - - 6.12 5.52 - 6.12 5.52 - - 2.218 - 3.518 4.018 3.318 3.518 4.018 3.318 - 756 - 51 68 339 52 69 332 - 298 325 - 326 350 319 349 - 296 325 - 4.12 - 756. EB WB - 43 64 339 46 65 332 - 43 64 46 65 - 280 306 - 306 349 - 287 348 - 270 306 NB SB F _ E Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 89 744 ' - - 756 - - 125 HCM Lane V/C Ratio 0.131 0.06 - 0.004 - 0.332 HCM Control Delay (s) 51.5 10.1 - 9.8 - 47.5 HCM Lane LOS . F B A E HCM 95th %tile Q(veh) 0.4 0.2 0 - 1.3 Gopher Gulch RV 01/22/2019 Synchro 10 Light Report Delich Associates st pm.syn HCM 6th TWSC 2020 Total AM 8: SH66 & East Driveway Intersection Int Delay, s/veh 0.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 1+ V Traffic Vol, veh/h 4 564 645 4 7 8 Future Vol, veh/h 4 564 645 4 7 8 Conflicting Peds, #Ihr 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 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 4 594 679 4 7 8 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 683 0 - 0 1283 681 Stage 1 - 681 Stage 2 - 602 - Critical Hdwy 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 910 - 182 450 Stage 1 - 503 - Stage 2 - 547 Platoon blocked, % Mov Cap -1 Maneuver 910 - 181 450 Mov Cap -2 Maneuver - 181 Stage 1 - 499 Stage 2 - 547 Approach EB WB SB HCM Control Delay, s 0.1 0 19.4 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 910 - - 266 HCM Lane V/C Ratio 0.005 - 0.059 HCM Control Delay (s) 9 0 - 19.4 HCM Lane LOS A A - C HCM 95th %tile Q(veh) 0 - 0.2 Gopher Gulch RV 01/22/2019 Synchro 10 Light Report Delich Associates st am.syn HCM 6th TWSC 2020 Total PM 8: SH66 & East Driveway Intersection Int Delay, s/veh 0.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 10 845 860 10 4 5 Future Vol, veh/h. 10 845 860 10 4 5 Conflicting Peds, #/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 - Peak Hour Factor 94 94 94 94 94 94 Heavy Vehicles, % 2 2 2 .2 2 2 Mvmt Flow 11 899 915 11 4 5 Major/Minor Majorl Major2 Minor2 Conflicting Flow All 926 0 - 0 1842 921 Stage 1 - 921 Stage 2 - 921 - Critical Hdwy 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 738 - 83 328 Stage 1 - 388 - Stage 2 - - 388 Platoon blocked, % Mov Cap -1 Maneuver 738 - 81 328 Mov Cap -2 Maneuver - 81 Stage 1 - - 376 Stage 2 - 388 Approach EB WB SB HCM Control Delay, s 0.1 HCM LOS D 0 32.8 Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 738 - - 139 HCM Lane V/C Ratio 0.014 - 0.069 HCM Control Delay (s) 9.9 0 - 32.8 HCM Lane LOS A A - D HCM 95th %tile Q(veh) 0 - 0.2 Gopher Gulch RV 01/22/2019 Synchro 10 Light Report Delich Associates st pm.syn HCM 6th TWSC 2020 Total AM 6: WCR5 & West Driveway Intersection Int Delay, s/veh Movement 1.1 WBL WBR NBT NBR SBL SBT Lane Configurations f I 4 Traffic Vol, veh/h 9 1 30 5 1 41 Future Vol, veh/h 9 1 30 5 1 41 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None None None Storage Length 0 - - Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 11 1 35 6 1 48 Major/Minor Minorl Major1 Major2 Conflicting Flow All 88 38 0 0 41 Stage 1 38 - Stage 2 50 - Critical Hdwy 6.42 6.22 - 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 913 1034 - 1568 Stage 1 984 Stage 2 972 - Platoon blocked, % Mov Cap -1 Maneuver 912 1034 - 1568 Mov Cap -2 Maneuver. 912 Stage 1 984 Stage 2 971 Approach WB NB SB HCM Control Delay, s 9 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 923 1568 - - 0.013 0.001 - - 9 7.3 0 A A A 0 0 Gopher Gulch RV 01/22/2019 Synchro 10 Light Report Delich Associates st am.syn HCM 6th TWSC 2020 Total PM 6: WCR5 8, West Driveway Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations V 1+ 4 Traffic Vol, veh/h 6 1 44 12 1 33 Future Vol, veh/h 6 1 44 12 1 33 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - Veh in Median Storage, # 0 0 0 Grade, % 0 - 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 7 1 52 14 1 39 Major/Minor Minorl Majorl Major2 Conflicting Flow All 100 59 0 0 66 0 Stage 1 59 Stage 2 41 - - Critical Hdwy 6.42 6.22 - - 4.12 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 Follow-up Hdwy 3.518 3.318 - 2.218 Pot Cap -1 Maneuver 899 1007 - 1536 Stage 1 964 Stage 2 981 Platoon blocked, % - - Mov Cap -1 Maneuver 898 1007 - - 1536 Mov Cap -2 Maneuver 898 - Stage 1 964 Stage 2 980 - Approach WB NB SB HCM Control Delay, s 9 0 0.2 HCM LOS A Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 912 1536 - 0.009 0.001 9 7.3 0 A A A 0 0 Gopher Gulch RV 01/22/2019 Synchro 10 Light Report Delich Associates st pm.syn SECONDARY ACCESS BUCK 6 RAIL FENCING COTTAGES 30 SEWER EASEMENT - CONCRETE PADS ALLOWED, NO PEDESTALS OR TREES TENT SITES FUTURE PHASE it COLORADO STATE HIGHWAY 66 R.O.W. VARIES TRASH ENCLOSURE. WETLAND BOUNDARY WOODEN PIER WI INTERPRETIVE SIONAOE - FRONT RANGE PEAKS, WETLAND ECOSYSTEM, BIRDS 6 WILDLIFE CAIN .RV PARK & CAMPGROUND CONCEPT PLAN Mead, Colorado December 3, 2018 /4#1& ERSMANN Mine (rn„p, Ilu O1.11 =7.:7.="*" t -DESIGN GIIDUt- 1 -WAY 2 -LANE 24' ROAD 1 -WAY 15 ROAD 2 -WAY 2N ROAD CUT SLOPE EMBANKMENT/ BOULDERS / RETAINING WALL 5' HIGH +/- AMENITY AREA - SWIMMING POOL FIREPIT, GAZEBO, PLAYGROUND BATHHOUSE - REMODELED BUILDING TRASH ENCLOSURE SOUND WALL S HT. ENTRY SIGN SITE DATA: )3AC$4N/ PULWN SITES Standard - 27 ass Luray - 15 ekes Budget. 51 sites PUL4TNR000H BITES Standard - 38 sits &dw - 22 sits Total Number of Maw 153 Standard - 85 sites Wan - 15 Ass 51,51551-73 NM BATHHOUSE. (600 SO Fr) BACK -IN RV SITES PULL-THRU RV SITES LANDSCAPE BUFFER 30 UTILITY AND ACCESS EASEMENT 10 o 20 MAINTENANCE VEI4OLE SPACES CARETAKERS' RESIDENCE (750 SO Fl) MAINTENANCE SHED (300 SO FT) MAINTENANCE YARD IRRIGATION POND EMPLOYEE PARKING WATER TANK REGISTRATION (850 SO FT) EXISTING TREES TO REMAIN MAIN ENTRY SCALE: V - 80' Directors: Bill Szmyd, President Steve Brandenburg Larry Brandt Paul Bukowski Kathy Gallivan-Crist Ed Martens Emily McMurtrey Little Thompson Water District January 10, 2019 District Manager: Michael T. Cook 835 E Highway 56 Berthoud, CO 80513 P: 970-532-2096 F: 970-532-3734 www.LTWD.org Mr. Jose Ramirez 420 21St Ave Longmont, CO 80501 Dear Mr. Ramirez: This letter is in response to your request for water service commitment for one 2 -inch non-residential tap for the property located at 2343 Highway 66, Longmont, or more generally described as follows: PORTION OF THE SW t of SEC. 21, T3N, R68W — WELD COUNTY, CO Parcel 120721300047 & 120721300046 The District provides water service within its service area as defined by the District. The provision of water service by extension of existing water lines of the District to the above property and the installation of taps for lots is done under the, terms of the Rules and Regulations of the District established by the Board of the District from time to time. You may obtain a copy of the Rules and Regulations from the District. The Board of the District may alter and amend the Rules and Regulations at any time, and the provisions of service are subject to alteration and amendment based on changes in the Rules and Regulations of the District. We currently have no waterlines along the frontage of your property. The closest waterline capable of providing the requested level of service is the existing 12 -inch line along WCR 32 (Adams Avenue) that extends just to the west of the railroad crossing. We will provide service to the above property for the requested one 2 -inch non-residential tap and 1,500 gpm fire flow requirement subject to the limitations in this letter and the following additional limitations on the provision of water service: 1) Prior to initiating water service, you will need to include the parcel into Little Thompson Water Districtand exclude the parcel from Longs Peak Water District. 2) Prior to initiating water service, you will need to provide evidence that the property is included in the Municipal Sub District of the Northern . Colorado Water Conservancy District. You can fmd information on having your property included in the Municipal Sub District at the offices of the Northern Colorado Water Conservancy. 3) All improvements to District facilities required to provide service will be the financial responsibility of the developer in accordance with the District Rules and Regulations. All improvements must conform to District Specifications. 4) A 12 -inch waterline extension will be required from the existing terminus of the 12 -inch line at WCR 32 along WCR 32 to WCR 5 then south along WCR 5 to Highway 66. At this point a 16 -inch waterline will need to be constructed to the eastern boundary of the proposed project. There are other developments that are proposed around the project. One project located in the northwest quarter of Section 21 will be required to construct a 12 -inch line along WCR 32 and WCR 5 to a point 'h mile north of Highway 66. If this waterline is in place prior to the proposed development of the campground, the developer will only be responsible for the construction of a 12 -inch line from the end of the other project's line south to Highway 66 and the construction of a 16 -inch line along Highway 66 to the eastern boundary of the proposed project. Additionally, another project is developing in the southeast quarter of Section 21 that will be required to build a 16 -inch line along Highway 66 to the east side of the railroad adjacent to this campground. If the 16 -inch line along Highway 66 is constructed to the eastern side of the railroad, the developer of the campground will be responsible for connecting the 16 - inch line along the frontage of the campground to the other 16 -inch line east of the railroad. 5) Little Thompson Water District typically does not accept cash in lieu payments for water rights for developments. The developer will be required to provide water rights'to meet the minimum projected needs of the proposed development at 13.84 acre-feet as requested in the commitment letter (4,510,000 gallons). 6) Where fire hydrants are required for the site, there is a $2,000 per fire hydrant fee that needs to be paid prior to installation of the fire hydrant (installed by your contractor). The Developer would also be responsible for the system upgrades required to meet any fire flow requirements. Currently no fire flow is available at the parcel without substantial District system improvements. This commitment letter will expire two years from the date of this letter if the tap has not been purchased, paid for and installed by that date of expiration. The current fee for one 2 -inch non- residential is $90,920. This does not include installation provided by the Developer. YOU ARE HEREBY ADVISED THAT THE RULES, REGULATIONS AND TARIFFS OF THE DISTRICT ARE SUBJECT TO CHANGE WITHOUT NOTICE; AND THIS LETTER IS ISSUED WITH THE SPECIFIC LIMITATION THAT THE DISTRICT MAY CHANGE THE RULES, REGULATIONS AND TARIFFS APPLICABLE TO THE ABOVE PROPERTY AT ANY TIME WITHOUT NOTICE TO YOU OR ANY PERSON. If you have questions, please contact me. Regards, A District Engineer Gopher Gulch Waterline Improvement Map 1/11/2019, 2:14:06 PM Lines New 12" New 16" District Boundary District Boundary City Names + Hydrant .r` System Valve Ll Sampling Station Network Structure 1:18,056 0 0.15 a3 Ii 4 s IT iT 0 0.25 0.5 0.6 mi i 11 1 km Joe Robinson Source: Esn, DigdalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus Web App Bu icier for ArcGIS Joe Robinson 1 USDA FSA USDA United States Department of Agriculture RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource Report for Weld County, Colorado, Southern Part Gopher Gulch RV Park February 21, 2019 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nres.usda.gov/wps/ portal/nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (https://offices.sc.egov.usda.gov/locator/app?agency=nrcs) or your NRCS State Soil Scientist (http://www.nres.usda.gov/wps/portal/nres/detail/soils/contactus/? cid=nrcs142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color, national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require 2 alternative means for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface 2 Soil Map 5 Soil Map 6 Legend 7 Map Unit Legend 8 Map Unit Descriptions 8 Weld County, Colorado, Southern Part 10 4 Aquolls and Aquepts, flooded 10 16 —Colby loam, 3 to 5 percent slopes 11 42 —Nunn clay loam, 1 to 3 percent slopes 13 65—Thedalund loam, 3 to 9 percent slopes 14 82 —Wiley -Colby complex, 1 to 3 percent slopes 15 83 —Wiley -Colby complex, 3 to 5 percent slopes 17 85 —Water 19 4 Custom Soil Resource Report Area of Interest (AOI) Area of Interest (A01) MAP LEGEND Soils ' Soil Map Unit Polygons at Soil Map Unit Lines Soil Map Unit Points O Special Point Features fi Blowout 0 k S 0 O V O O • Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial Water Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot a ez a Spoil Area Stony Spot Very Stony Spot Wet Spot Other Special Line Features Water Features Streams and Canals Transportation tit Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 17, Sep 10, 2018 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Sep 20, 2015 Oct 21, 2017 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shitting of map unit boundaries may De evident. 7 Custom Soil Resource Report Map Unit Legend Map Unit Symbol Map Unit Name Acres in A0I Percent of AOI 4 Aquolls and Aquepts, flooded 18.6 40.0% 16 Colby loam, 3 to 5 percent slopes 0.3 0.6% 42 Nunn clay loam, 1 to 3 percent slopes 3.1 6.6% 65 Thedalund loam, 3 to 9 percent slopes 8.0 17.2% 82 Wiley -Colby complex, 1 to 3 percent slopes 10.1 21.8% 83 Wiley -Colby complex, 3 to 5 percent slopes 3.1 6.6% 85 Water 3.3 7.2% Totals for Area of Interest 46.5 100.0% Map Unit Descriptions The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic lass. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not 8 Custom Soil Resource Report mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscelaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha -Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 9 Custom Soil Resource Report Weld County, Colorado, Southern Part 4—Aquolls and Aquepts, flooded Map Unit Setting National map unit symbol: 3621 Elevation: 3,600 to 4,700 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 50 to 55 degrees F Frost -free period: 100 to 165 days Farmland classification: Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season Map Unit Composition Aquolls and similar soils: 55 percent Aquepts, flooded, and similar soils: 25 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Aquolls Setting Landform: Drainageways, plains, depressions Down -slope shape: Linear Across -slope shape: Linear Parent material: Recent alluvium Typical profile H1 - 0 to 8 inches: variable H2 - 8 to 60 inches: stratified sandy loam to clay Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 6.00 in/hr) Depth to water table: About 6 to 36 inches Frequency of flooding: Frequent Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 5.0 Available water storage in profile: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (nonirrigated): 6w Hydrologic Soil Group: D Ecological site: Salt Meadow (R067BY035CO) Hydric soil rating: Yes 10 Custom Soil Resource Report Description of Aquepts, Flooded Setting Landform: Stream terraces Down -slope shape: Linear Across -slope shape: Linear Parent material: Recent alluvium Typical profile H1 - 0 to 8 inches: variable H2 - 8 to 60 inches: stratified sandy loam to day Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 6.00 in/hr) Depth to water table: About 6 to 36 inches Frequency of flooding: Frequent Frequency of ponding: None Calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 5.0 Available water storage in profile: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (noninigated): 6w Hydrologic Soil Group: D Ecological site: Wet Meadow (R067BY038CO) Hydric soil rating: Yes Minor Components Thedalund Percent of map unit: 10 percent Hydric soil rating: No Haverson Percent of map unit: 10 percent Hydric soil rating: No 16 Colby loam, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 361 r Elevation: 4,850 to 5,050 feet 11 Custom Soil Resource Report Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 50 degrees F Frost -free period: 135 to 155 days Farmland classification: Farmland of statewide importance Map Unit Composition Colby and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Colby Setting Landform: Ridges, hills Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H1- 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Minor Components Wiley Percent of map unit: 8 percent Hydric soil rating: No Keith Percent of map unit: 7 percent Hydric soil rating: No Custom Soil Resource Report 42 —Nunn clay loam, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 2t1p1 Elevation: 3,900 to 5,840 feet Mean annual precipitation: 13 to 17 inches Mean annual air temperature: 50 to 54 degrees F Frost -free period: 135 to 160 days Farmland classification: Prime farmland if irrigated Map Unit Composition Nunn and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Nunn Setting Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Parent material: Pleistocene aged alluvium and/or eolian deposits Typical profile Ap - 0 to 9 inches: clay loam Bt - 9 to 13 inches: clay loam Btk - 13 to 25 inches: day loam Bk1 - 25 to 38 inches: clay loam Bk2 - 38 to 80 inches: clay loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to moderately high (0.06 to 0.20 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 7 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.1 to 2.0 mmhos/cm) Sodium adsorption ratio, maximum in profile: 0.5 Available water storage in profile: High (about 9.9 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 3e 13 Custom Soil Resource Report Hydrologic Soil Group: C Ecological site: Clayey Plains (R067BY042CO) Hydric soil rating: No Minor Components Heldt Percent of map unit: 10 percent Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Ecological site: Clayey Plains (R067BY042CO) Hydric soil rating: No Satanta Percent of map unit: 5 percent Landform: Terraces Landform position (three-dimensional): Tread Down -slope shape: Linear Across -slope shape: Linear Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No 65—Thedalund loam, 3 to 9 percent slopes Map Unit Setting National map unit symbol: 363h Elevation: 4,900 to 5,250 feet Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 46 to 48 degrees F Frost -free period: 130 to 160 days Farmland classification: Not prime farmland Map Unit Composition Thedalund and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the mapunit_ Description of Thedalund Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Residuum weathered from shale Typical profile H1 - 0 to 8 inches: loam H2 - 8 to 29 inches: loam H3 - 29 to 33 inches: weathered bedrock 14 Custom Soil Resource Report Properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: 20 to 40 inches to paralithic bedrock Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to moderately saline (0.0 to 8.0 mmhos/cm) Available water storage in profile: Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated): 4e Land capability dassification (nonirrigated): 6e Hydrologic Soil Group: C Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Minor Components Ulm Percent of map unit: 7 percent Hydric soil rating: No Terry Percent of map unit: 6 percent Hydric soil rating: No Renohill Percent of map unit: 6 percent Hydric soil rating: No Otero Percent of map unit: 1 percent Hydric soil rating: No 82 —Wiley -Colby complex, 1 to 3 percent slopes Map Unit Setting National map unit symbol: 3643 Elevation: 4,850 to 5,000 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 54 degrees F Frost -free period: 135 to 170 days Farmland classification: Prime farmland if irrigated Custom Soil Resource Report Map Unit Composition Wiley and similar soils: 60 percent Colby and similar soils: 30 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wiley Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H1 - 0 to 11 inches: silt loam H2 - 11 to 60 inches: silty day loam H3 - 60 to 64 inches: silty day loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 11.7 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Description of Colby Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H1 - 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained 16 Custom Soil Resource Report Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability dassification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Minor Components Heldt Percent of map unit: 4 percent Hydric soil rating: No Weld Percent of map unit: 4 percent Hydric soil rating: No Keith Percent of map unit: 2 percent Hydric soil rating: No 83 —Wiley -Colby complex, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 3644 Elevation: 4,850 to 5,000 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 54 degrees F Frost -free period: 135 to 170 days Farmland classification: Farmland of statewide importance Map Unit Composition Wiley and similar soils: 55 percent Colby and similar soils: 30 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wiley Setting Landform: Plains 17 Custom Soil Resource Report Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H1 - 0 to 11 inches: silt loam H2 - 11 to 60 inches: silty clay loam H3 - 60 to 64 inches: silty clay loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 11.7 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Description of Colby Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile H1 - 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): 3e 18 Custom Soil Resource Report Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Minor Components Heldt Percent of map unit: 9 percent Hydric soil rating: No Weld Percent of map unit: 6 percent Hydric soil rating: No 85 —Water Map Unit Composition Water: 95 percent Minor components: 5 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Minor Components Aquolls Percent of map unit: 5 percent Landform: Marshes Hydric soil rating: Yes 19 PPP Land Title` GUARANTEE COMPANY Si a s967—. Land Title Guarantee Company Customer Distribution /.� PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instruction& Order Number: K25160614.3 Property Address: TBD HIGHWAY 66, LONGMONT, CO 80504 Date: 11/15/2018 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance Cathy A. Grove 916 S MAIN ST #301 LONGMONT, CO 80501 (303) 488-5451 (Work) (303) 393-4939 (Work Fax) cqrove(cal gc.com Contact License: CO47885 Company License: CO44565 Closer's Assistant Allison Geisler 916 S MAIN ST #301 LONGMONT, CO 80501 (303) 488-5458 (Work) (303) 393-3921 (Work Fax) ageislerC)a Itgc.coni Company License: CO44565 For Title Assistance Metro Residential Title Team 5975 GREENWOOD PLAZA BLVD GREENWOOD VILLAGE, CO 80111 (303) 850-4141 (Work) (303) 393-4823 (Work Fax) responseeltgc.cont Buyer/Borrower CHRIS CAIN AND LINDA CAIN Delivered via: Electronic Mail Seller/Owner KITELEY FARMS, LTD. Attention: DIANE KULM Delivered via: Electronic Mail Agent for Buyer TURNER INC OF LONGMONT Attention: ARNOLD TURNER 425 COFFMAN STREET LONGMONT, CO 80501 (303) 776-1105 (Work) amoldturner@turnerrealtyoflongmont.com Delivered via: Electronic Mail Agent for Seller TURNER REALTY Attention: RANDY HEIL (303) 776-1105 (Work) (303) 776-0052 (Home) ALLISON@TUR NERLONGMONT.COM Delivered via: Electronic Mail IF" Land Title' GUARANTEE cUMPd NY Land Title Guarantee Company Estimate of Title Fees Order Number: K25160614-3 Property Address: TBD HIGHWAY 66, LONGMONT, CO 80504 Parties: CHRIS CAIN AND LINDA CAIN KITELEY FARMS, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP Visit Land Title's Website at www.ltgc.c om for directions to any of our offices. Date: 11/15/2018 AL i A owner s roi�cy txi 1 i u t3ullcier/Developer Rate $892.00 Tax Certificate $26.00 Total $918.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Weld county recorded 10/31/2018 under reception no. 4442751 Weld county recorded 05/14/1993 under reception no. 2332938 Weld county recorded 11/23/1982 under reception no. 1909612 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:K251606143 Property Address: TBD HIGHWAY 66, LONGMONT, CO 80504 1. Effective Date: 11 /08/2018 at 5:00 P.M. 2. Policy to be Issued and Proposed Insured: "ALTA" Owner's Policy 06-17-06 Builder/Developer Rate $620,000.00 Proposed Insured: CHRIS CAIN AND LINDA CAIN 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A Fee Simple 4. Title to the estate or interest covered herein is at the effective date hereof vested in: KITELEY FARMS, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP 5. The Land referred to in this Commitment is described as follows: NOTE: THE FOLLOWING LEGAL DESCRIPTION IS PRELIMINARY AND IS SUBJECT TO CHANGE UPON COMPLIANCE WITH THE REQUIREMENTS UNDER SCHEDULE B-1, HEREIN. A PORTION OF THE FOLLOWING: LOT B OF AMENDED RECORDED EXEMPTION NO. 1201-21-3 AMRE-2787 RECORDED JUNE 17, 2003 AT RECEPTION NO. 3073852 BEING LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. Copyright 2006-2018 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. AMERICAN LAND TITLE ASSOCIATION ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: K25160614-3 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 1. LAND TITLE GUARANTEE COMPANY REQUIRES AN ACCURATE LEGAL DESCRIPTION AND DOCUMENTS PROVIDING ACCESS TO SUBJECT PROPERTY TO BE PROVIDED FOR REVIEW AND APPROVAL UPON FURTHER REVIEW THE COMPANY HEREBY RESERVES THE RIGHT TO INSERT ADDITIONAL REQUIREMENTS AND/OR EXCEPTIONS AS MAY BE NECESSARY. 2. (THIS ITEM WAS INTENTIONALLY DELETED) 3. WRITTEN INSTRUCTIONS AUTHORIZING LAND TITLE TO PREPARE A STATEMENT OF AUTHORITY FOR KITELEY FARMS, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP . STATING UNDER WHICH LAWS THE ENTITY WAS CREATED. THE MAILING ADDRESS OF THE ENTITY. AND THE NAME AND POSITION OF THE PERSON(S) AUTHORIZED TO EXECUTE INSTRUMENTS CONVEYING ENCUMBERING. OR OTHERWISE AFFECTING TITLE TO REAL PROPERTY ON BEHALF OF THE ENTITY; OR. A DULY EXECUTED AND ACKNOWLEDGED STATEMENT OF AUTHORITY SETTING FORTH THE NAME OF KITELEY FARMS, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP AS A LIMITED LIABILITY LIMITED PARTNERSHIP. NOTE: ANY STATEMENT OF AUTHORITY MUST BE IN COMPLIANCE WITH THE PROVISIONS OF SECTION 38-30-172, C.R.S. AND BE RECORDED WITH THE CLERK AND RECORDER. NOTE: CERTIFICATE OF PARTNERSHIP DISCLOSES DIANE L KULM, GENERAL PARTNER AND KAREN K. KITELEY, LIMITED PARTNER BOTH MUST EXECUTE INSTRUMENTS ON BEHALF OF SAID PARTNERSHIP. 4. WARRANTY DEED FROM KITELEY FARMS, LLLP, A COLORADO LIMITED LIABILITY LIMITED PARTNERSHIP TO CHRIS CAIN AND LINDA CAIN CONVEYING SUBJECT PROPERTY. NOTE: ALL PARTIES WILL BE REQUIRED TO SIGN A FINAL AFFIDAVIT AND AGREEMENT AT CLOSING. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part 11 (Exceptions) Order Number: K251606143 This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1. Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2. Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3. Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4. Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5. Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6. (a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7. (a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8. RIGHT OF WAY FOR COUNTY ROADS 30 FEET ON EITHER SIDE OF SECTION AND TOWNSHIP UNES, AS ESTABLISHED BY THE BOARD OF COUNTY COMMISSIONERS FOR WELD COUNTY, RECORDED OCTOBER 14, 1889 IN BOOK 86 AT PAGE 273. 9. RIGHT OF WAY FOR SANBORN RESERVOIR DITCH AS SET FORTH IN INSTRUMENT RECORDED MARCH 18, 1897 IN BOOK 114 AT PAGE 545 AND MAINTENANCE THEREOF. 10. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY DEED RECORDED MAY 12, 1905 IN BOOK 228 AT PAGE M. 11. RIGHT OF WAY FOR THE GREAT WESTERN RAILWAY RECORDED JUNE 30, 1905 IN BOOK 228 AT PAGE 12. EASEMENT GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY, FOR TELEPHONE AND TELEGRAPH WIRES, AND INCIDENTAL PURPOSES, BY INSTRUMENT RECORDED NOVEMBER 08, 1930, IN BOOK 902 AT PAGE 328. 13. EASEMENT GRANTED TO MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY, FOR TELEPHONE AND TELEGRAPH UNES, AND INCIDENTAL PURPOSES, BY INSTRUMENT RECORDED NOVEMBER 08, 1930, IN BOOK 902 AT PAGE 329. 14. TERMS, CONDITIONS AND PROVISIONS OF AGREEMENT RECORDED JULY 12, 1945 IN BOOK 1157 AT PAGE 211. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: K25160614-3 15. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY EASEMENT RECORDED AUGUST 22, 1960 IN BOOK 1564 AT PAGE 463. 16. OIL AND GAS LEASE BETWEEN TOM R. KITELEY AND BUDDY BAKER, RECORDED APRIL 03, 1980 UNDER RECEPTION NO. 1821279 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. POOLING AGREEMENT RECORDED JUNE 23, 2016 AT RECEPTION NO. 4213581. 17. OIL AND GAS LEASE BETWEEN ERNEST M. KITELY AND FLORENCE G. KITELY AND BUDDY BAKER, RECORDED APRIL 03, 1980 UNDER RECEPTION NO. 1821280 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. 18. TERMS, CONDITIONS AND PROVISIONS OF AFFIDAVIT RECORDED APRIL 07, 1982 AT RECEPTION NO. 1888054. 19. RIGHT OF WAYS FOR DITCHES AND MAINTENANCE THEREOF AND INCIDENTAL PURPOSES AS DISCLOSED IN DEED RECORDED NOVEMBER 23, 1982 AT RECEPTION NO. 1909612. 20. TERMS, CONDITIONS AND PROVISIONS OF GRANT OF EASEMENT RECORDED JANUARY 14, 1983 AT RECEPTION NO. 1914355. 21. OIL AND GAS LEASE BETWEEN KITELY FARMS, A GENERAL PARTNERSHIP AND BARRETT RESOURCES CORPORATION, RECORDED APRIL 06, 1984 UNDER RECEPTION NO. 1963226 AND ANY AND ALL ASSIGNMENTS THEREOF, OR INTEREST THEREIN. POOLING AGREEMENT RECORDED JUNE 23, 2016 AT RECEPTION NO. 4213581. 22. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE RECORDED PLAT OF RECORDED EXEMPTION NO. 1207 -21 -3 -RE -2787 RECORDED OCTOBER 10, 2000 AT RECEPTION NO. 2799283. 23. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE RECORDED PLAT OF LOT B OF AMENDED RECORDED EXEMPTION NO 1207-21-3-AMRE-2787 RECORDED JUNE 17, 2003 AT RECEPTION NO. 3073852. 24. TERMS, CONDITIONS AND PROVISIONS OF NON-EXCLUSIVE UTILITY EASEMENT AGREEMENT RECORDED NOVEMBER 03, 2006 AT RECEPTION NO. 3432599. 25. TERMS, CONDITIONS AND PROVISIONS OF GRANT OF WATER PIPELINE EASEMENT TO LONGS PEAK WATER DISTRICT RECORDED MAY 04, 2007 AT RECEPTION NO. 3473771. 26. TERMS, CONDITIONS AND PROVISIONS OF EASEMENT, RIGHT OF WAY AND SURFACE DAMAGE AGREEMENT RECORDED MAY 26, 2016 AT RECEPTION NO. 4206904. 27. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY GRANT RECORDED JANUARY 17, 2017 AT RECEPTION NO. 4270263. 28. TERMS, CONDITIONS AND PROVISIONS OF RIGHT OF WAY GRANT RECORDED JULY 14, 2017 AT RECEPTION NO. 4318090. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: K25160614-3 NOTE: THE FOLLOWING NOTICES PURSUANT TO CRS 9-1.5-103 CONCERNING UNDERGROUND FACILITIES HAVE BEEN FILED WITH THE CLERK AND RECORDER. THESE STATEMENTS ARE GENERAL AND DO NOT NECESSARILY GIVE NOTICE OF UNDERGROUND FACILITIES WITHIN THE SUBJECT PROPERTY: (A) MOUNTAIN BELL TELEPHONE COMPANY, RECORDED OCTOBER 1, 1981 AT RECEPTION NO. 1870705. (B) WESTERN SLOPE GAS COMPANY, RECORDED MARCH 9, 1983 AT RECEPTION NO. 1919757. (C) ASSOCIATED NATURAL GAS, INC., RECORDED JULY 20, 1984 AT RECEPTION NO. 1974810 AND RECORDED OCTOBER 1, 1984 AT RECEPTION NO. 1983584 AND RECORDED MARCH 3, 1988 AT RECEPTION NO. 2132709 AND RECORDED APRIL 10, 1989 AT RECEPTION NO. 2175917. (D) PANHANDLE EASTERN PIPE LINE COMPANY, RECORDED OCTOBER 1,1981 AT RECEPTION NO. 1870756 AND RECORDED JUNE 26, 1986 AT RECEPTION NO. 2058722. (E) COLORADO INTERSTATE GAS COMPANY, RECORDED AUGUST 31, 1984 AT RECEPTION NO. 1979784. (F) UNION RURAL ELECTRIC ASSOCIATION, INC., RECORDED OCTOBER 5, 1981 AT RECEPTION NO. 1871004. (G) WESTERN GAS SUPPLY COMPANY, RECORDED APRIL 2, 1985 AT RECEPTION NO. 209A2Dfi. (H) PUBLIC SERVICE COMPANY OF COLORADO, RECORDED NOVEMBER 9,1981 AT RECEPTION NO. 1874084. (I) ST. VRAIN SANITATION DISTRICT, RECORDED DECEMBER 14, 1988 AT RECEPTION NO. 2164975. (J) LEFT HAND WATER DISTRICT, RECORDED AUGUST 28, 1990 AT RECEPTION NO.2224977. (K) UNITED POWER, INC., RECORDED JANUARY 24, 1991 AT RECEPTION NO.2239296. (L) WIGGINS TELEPHONE ASSOCIATION RECORDED OCTOBER 14, 1992 AT RECEPTION NO. 2306829. 29. LACK OF ACCESS TO AND FROM PUBLIC ROAD, HIGHWAY, OR STREET. NOTE: UPON COMPLETION OF REQUIREMENT NO. 1 AND RECORDATION OF ACCESS AGREEMENT THE ABOVE EXCEPTION NO.29 MAY BE AMENDED PP" Land Tide° GUARANTEE COMPANY -- LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: (A) The Subject real property may be located in a special taxing district. (B) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property) - (C) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: (A) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (B) No labor or materials have been furnished by mechanics or material -men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. (C) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material -men's liens. (D) The Company must receive payment of the appropriate premium. (E) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owners policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. (A) That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (B) That such mineral estate may include the right to enter and use the property without the surface owner's permission. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. PP" Land Title' GlARANTEE COMPANY —.—.Share 190 JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Tide Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: • applications or other forms we receive from you, including communications sent through TMX, our web -based transaction management system; • your transactions with, or from the services being performed by us, our affiliates, or others; • a consumer reporting agency, if such information is provided to us in connection with your transaction; and • The public records maintained by governmental entities that we either obtain directly from those entities, or from our affiliates and non -affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: • We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. • We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. • Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. • We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Commitment For Title Insurance Issued by Old Republic National Title Insurance Corporation NOTICE IMPORTANT -READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY'S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON.. COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I —Requirements; Schedule B, Part II —Exceptions; and the Commitment Condifons, Old Republic National Title Insurance Company, a Minnesota corporation (the "Company"), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Poky deserted in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If al of the Schedule B, Part I —Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company's liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS (a)"Knowledge" or "Known": Actual or imputed knowledge, but not constructive notice imparted by the Public Records. (b)"Land": The land deserted 'n Schedule A and affixed improvements that by law constitute real property. The term "Land" does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, aleys, lanes, ways, or waterways, but this does not modify or knit the extent that a right of access to and from the Land is to be insured by the Policy. (c)"Mortgage": A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law. (d) "Policy": Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (e) "Proposed Insured": Each person identified in Schedule A as the Proposed Insured of each Poky to be issued pursuant to this Commitment. (f) "Proposed Policy Amount": Each dollar amount specified in Schedule A as the Proposed Poky Amount of each Policy to be issued pursuant to this Commitment. (g)"Public Records": Records estabished under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (h)"Title": The estate or interest described in Schedule A. 2. If all of the Schedule B, Part I —Requirements have not been met within the time period specified in the Commitment to Issue Poky, Comitment terminates and the Company's liablity and obligation end. 3. The Company's liability and obligation is limited by and this Commitment is not valid without: (a)the Notice; (b)the Commitment to Issue Policy; (c)the Commitment Conditions; (d)Schedule A; (e)Schedule B, Part I —Requirements; and (f) Schedule B, Part II —Exceptions; and (g)a counter -signature by the Company or its issuing agent that may be in electronic form. 4. COMPANY'S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is Smiled by Commitment Condition 5. The Company shall not be table for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY (a)The Company's liability under Commitment Condition 4 is limited to the Proposed Insured's actual expense incurred in the interval between the Company's delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured's good faith reliance to: i. comply with the Schedule B, Part I —Requirements; I. eliminate, with the Company's written consent, any Schedule B, Part lit —Exceptions; or it. acquire the Title or create the Mortgage covered by this Commitment. (b)The Company shall not be table under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (c)The Company wit only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (d)The Company's liability shall not exceed the lesser of the Proposed Insured's actual expense incurred in good faith and deserted in Commitment Conditions 5(a)(i) through 5(a)(ii) or the Proposed Policy Amount. (e)The Company shall not be liable for the content of the Transaction Identification Data, if any. (f) In no event shall the Company be obligated to issue the Poky referred to in this Commitment unless all of the Schedule B, Part I —Requirements have been met to the satisfaction of the Company. (g)In any event, the Company's liability is limited by the terms and provisions of the Policy. 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT (a)Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment. (b)Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment. (c)Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes aR prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (d)The deletion or modification of any Schedule B, Part II —Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (e)Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company. (f) When the Policy is issued, all tabtity and obligation under this Commitment wit end and the Company's only liability wil be under the Poky. 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company's agent only for the limited purpose of issuing title insurance commitments and poicies. The issuing agent is not the Company's agent for the purpose of providing closing or settlement services. 8. PRO -FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro -forma policy illustrating the coverage that the Company may provide. A pro -forma poky neither reflects the status of Title at the time that the pro -forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.atta.orgfarbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 President ..,..;;;:;;T1411/ a, ,,` 0 * +, : * citt :7 * m. '''.4:?;1::::. , ANda�• Old Republic National Title Insurance Company, a Stock Company 400 Second Avenue South Minneapolis, Minnesota 55401 (612)371-1111 Mark Bilbrey, President Rande Yeager, Secretary This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Land Title Insurance Corporation. This Commitment is not valid without the Notice; the Commitment to Issue Poky; the Commitment Conditions; Schedule A; Schedule B, Part I —Requirements; and Schedule B, Part II —Exceptions; and a counter -signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. AI rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. GOPHER GULCH RV PARK A PORTION OF THE SOUTHWEST QUARTER OF SECTION 21, T.3N., RGBW OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. ADDRESS: 1675 COUNTY ROAD 26 LONGMONT, CO 50504-9516 PRAINAGEIEGENG BARN CR SIB -BASH N C VALUE 5-YR STORM EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR Rocky Ridge Civil Engineering • • \ et • \ • \\\• • •\ ,; \ \;�.\ N. \ \ N. \ \N \ • • • • N�\ .\ ♦•\• •\ \ \ \• \• •\\ \\• \\ N ti \ \ \ ti ronorpvia i Motom Np7-i1-1- Pa. Mt aniit tat gtftiormr ear lake% \\ • • �\ `\ N. \ \ • \\ 4 \\ `: \ I ti / ♦� \ `\ ♦ `\ \ \ \ \ \ \\ \ \ \N\ i�• HISTORIC DRAINAGE PLAN GOPHER GULCH RV PARK \� \ , \ \\ , i \ \ ``.. r ,' \\ , \`\, \`, \4\\ \\ \ • \ \ Vitt \ N. \ 4 \ \ La Pablo `` i • . __ 4 �\ \ \ • • • • \ Oar MINA MINA UMW twines IS r �lYrt4 S 11110111100006 UMW CEPS S. 1.91 - ti ♦` 1 i / \ . \ • \�. \ 1 \ \ di!‘1• \ .\ 1 \.4 \ .\\4 \I ° • ,\\.N b. 1 1 1 se— / ♦, \ / !! . \\ ` N ` 614! 41 \ • � __ \ N\ \ N 4N N -1.9)9c1/4 • 4 \ \ • • • \\- \ n PORIION OF THE SOUTHWEST QUARTER OF S"C- ON 21 , T.3N.. R68w OF THE 6TH P.M., COUNTY OF WELD. STATE OF COLORADO. SOILS PER USDA WERSC*L MAP, SOILS ON THIS PROPERTY ARE CLASSIFIED AS TYPED* TYPE B. I • \ • DRAINAGE LEGEND AREA (ACRES Ell III MIN MIMES BASIN OR SUB -BASIN C VALUE 5-YR STORM C VALUE 100- YR STORM BASIN LIMIT 0.507 RUNOFF FLOW DIRECTION EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR Ponnr Of All ECOMEe 160.-71-ss-a ani .o slat V"/7m1 IMO ,n uu VICINITY MAP Awe — — SCALL. I r 750 \ • • \\`1\4\ \\\1 • �\ • / ! I 1\�\ f ! �\�\ l\ e 1 \ \\ \ , . A , \ \ \ / N \ \ . \ \ \ \ \ N �ti 11 -I- \ - \ \ \�\ \�A 1 \�\ Is� Lanus tires Sub. ExI No. SE -960 47.45 as MIS -4.9 ANC M M Mtomaliaas PlIOPptlr r • • N . • �, N . . N. NN. • • \ STATE HIGHWAY 66 \ • . \ • . \ \ • \♦" ♦ \ \ ,\ \ \•, \'�‘ \\ • r . • N. • ♦ • • • \ r • • \ • Mr \, . • • \ \ N.. ♦ \ \ • 1 \ • \ I • ‘\\ S I 1 / / !/ I r \ 1 • • \ \ ON.. _ • N \ 'S \' --� gm's` .\ \ . _ • ♦ \ is ..n.1r. / 1 \\\`\ \ \ \ N\ \• \ ways Wan) \ 4.11/4 l\ TT' S t % ti St ' ' / / /1 , • 80 (/1 ORIGINAL SCALE: r=.80' r 160 1 GOPHER GULCH RV PARK & CAMPGROUND N0 DA TF OFSCRIP PON BY � - opt AN i • MMNAst :Wr° Rocky Ridge '.Civil Engineering 420 21st AM. Suet. IU'I ongmont, CO 110501 303.651 6626 n l tp. 1/Too rid 900 N, can OVERALL UTILITY PLAN GOPHER GULCH RV PARK A PORTION OF THE SOUTHWEST QUARTER OF SECTION 21, T.3N., RRBW OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. SUB. EXEMPT NO. SE -960 ADDRESS: 1675 COUNTY ROAD 26 LONOMONT, CO 60504-9516 OW. raw io ✓'nom--- Rocky Ridge Civil Engineering STATE HIGHWAY 66 80 0 40 60 160 ORIONAL SCALE: 1'-90' GOPHER GULCH RV PARK & CAMPGROUND AMMO_ —Pdm2991_ ---p— avow F6— nc mow. SUP MOM I I V 1.1111 wE 0L SIN (WS L1.0. axenne e9 On MOM OVERALL UTILITY PLAN CAD NO 91/22/19 I 40.162.000I 666X1 ,ep / / / / / -I- — 420 210 Aw, Salle 101 iwan°°o smm 4110/h.N91N.N+.m.4 C2 9 +I ti ICAO \ • • • N. N. • \ \ \� \ \• \ N \ \ \ • \\ ' \ \ \ • • \ \N \ \ • • 100 • • \ \ \ \\ \ \\ \ \ \ \ • N\ •SZ9aN \ \ \ \444, \ ' %\ N 4K • • • • \• \ • \\ \. • • • \\\\ N • • \ N \ \ \ \ b \ cois \ \N. • \ Etatitanasit5209.11112OAIL GOPHER GULCH RV PARK & CAMPGROUND ZONING TOWN OF MEAD, WELD COUNTY, COLORADO MCtUED BY INC YEAR R.ANMNG CO SSSKN 1)45 ATTEST CHAIRMAN PLANNING CGWISSON SECRETARY CEJTTIr1CATE oI APPROWk, BY THE BOMD Of TTJS1faS THIS 20ING MAP OF THE UPHAM GULCH RV PARK A CAMPClLCARND 21)IIya TO THE TOWN OF MEAD' IS APPROVED AND ACCEPTED BY ORDNANCE NO PA SSED ANO ADOPTED AT THE REGULAR MEETING CI THE BOARD Of TRUSTEES OF MEAD. COLORADO, HELD ON 20 APO RECORDED ON AS RECEPTION NO IN THE RECORDS OF TINE CLERIC AND RECORDER C' HELD couNTt 07LORADO By 1C BOARD O TRUSTEES OF MEMO. COLORADO MAYOR ATTEST rood ClEEE[ RECORDER'S CUTgFIUTL THIS ZONING MAP WAS FLED TC* RECORD IN THE Orf ICE OF THE CGLNTY CLERK AND RECORDER OF Mt1D COUNTY Ar o'aoa. Y . ON THE — DAY OF A D . 20 N THE BOOK PAGE, YAP RECEPTION NO 0 50 100 200 WW • • W W WW PWOPOEeo PIROAOIIV Lac ORIGINAL SCALE 1'=100' ,,.,-,I- ESN, rc • • • • __ — .Ann. nu SION M. - r I_a' .0 •IDf.(amR \\N \ \ \ \\\ \• ; \ \ N. \ / \ • / \ es. / \ // \ ar / \\ \\ / T/ • • • • DEPUTY \ • • • • • • • \ • • \ \ • \\ • \ 1\\ • MELD COIANTY CLOP AID RECORDER • ` \ \ • • • • \ \ \ \ • • • • • • • • \ • • \\ \ N \\ \ \ \ N\ \ \\ \\\ \\ uu • • • 4 \ \ N • SR.6. f. Ramp, No. SE 940 • 41.43 ACRES • • • • • • • • A PORTION OF THE SOUTHWEST QUARTER OF SECTION 21, T.3N., R68W OF THE 6TH P.M., COUNTY OF WELD, STATE OF COLORADO. 47.45 ACRES ADDRESS: 1675 COUNTY ROAD 26 LONGMONT, CO 80504-9516 ff'ICATL O" OIMERSHP KNOW ALL MEN BY THESE PRESENTS THAT MRS A. CAIN MEMO THE OMNER(S). MORTGAGEE OR LICNNOLDER Of CER TAN LANDS IN WELD COUNTY. COLORADO. EXCLUSIVE OF PU6uc RIGHTS -OE -WAY. HAVE HER0111H PLU11ai0 10 THE TORO MUD rat DC DOPING Or THE PROPERTY BEING DESPISED AS FOLOWS A PARCEL or LAND LYING Imo THE 90UTNIEST OUARIEP OF SECTION 21. TOMS, 3 NORTH. RANGE 66 REST. a' SE IN PRINCIPAL aRJ9DIAA COUNTY or WELD, STATE OF COLORADO OESCROD AS FCELOWS COW ENONG AT THE SOUTHWEST CORNER CP SAO SECTION V. THENCE NOOo1'DS-L. ALONG THE HEST UNE OF SAID SOUTHWEST QUARTER OF SECTION 21 A DISTANCE Of 199.01' TO TIE SOUTHWEST CORNER Or SUBCNS*O OLIPTI0N NO. SE -960 AND THE TILE PONT OF BEGINNING; THENCE cosflwINO ALONG THE WEST UNE OF SAID SOUTHWEST aARTCR OF SECTION 71 AND 114 HEST UNE OF SAD SUBDIVISION DEW TICN NO SE -960, N00O1'0SE A DISTANCE OF 260.22', THENCE N6926'OOE ALONG THE NORM UNE O SAID SU6O.49ON EXEMPIICN NO- SE -1160 A DISTANCE CF 1026.06' TO THE NORTHEAST MINER Of SAO SUBOPASOI EXEYP TON NO Y-666 THENCE 52510'00! ALONG THE EAST UNE Of SAC RUBpM90N EKCYPTTON NO SE -960 A INSTANCE OF 42966' TO THE SOUTHEAST CORNER O SAID SUCOHISOI E1.UPnCN NG Y -GSA 'NONCE ALONG INC SOUTH UNE Cf SAO STIBOVtSBON EXEMPTION NO SE -960 THE FOl10MNG 3 CALLS; 56975'ODw A OSIANCE OF 1437.05', THENCE NO0'DI'05E A DISTANCE OF III 21'; THENCE 56971'00W A EISTANCE OF 337 OD t0 114E TTE PONT O BCGM4NG. THUS DESPISED TRACT CONTAINS 14.62 ACRES PONE OR LESS, TOGS TER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY 00511140 AND/OR OF PNBUC RECORD ERECUTTD THS DAY O 20 OWNER STATIC Cf COLORADO ) SS COUMIY Cf ) ME FOREGOING CERTFlCAIE 01 OWNERSHIP WAS ACKNOWLEDGED BEFORE ME BY AFC THIS DAY OF 20 WUESS Mr HAND ANC SEAL WY COUBS9ON LAPRES SURVEYING CSRTIFICATF NOTARY INSuC A NDRES J PATTERSON PL, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO. 00 HEREBY CERT6'Y THAT THE 20MNC MAP SHOWN HEREON IS A CORRECT OEUNEATTON or THE ABOVE DESCRIBED PARCEL OF LAND. I FURNER CERTIFY THAT THIS SAP AND LEGAL DESCRIPTION WERE PREPARED UNDER MY PERSONAL SUPERVISION CM THIS 12 DAY OF OC1OUCR 2017 NWRX - 'a B NN-INIm •HITIAt NNt - fir. BY ANDREW J PATTERSON. PLS COLORADO REG NO 26971 'WI,, Lao / -.— 3 \ r ♦ • ao t , Ea, -ate., N / _ St % NIMINIMEMA-H -a-, STAVE HIGHWAY 66 NOTES BEARINGS ARE BASED ON THE NORTH LINE OF SUBDIVISION EXEMPTION 5E-960 AS BEARING 489.25 WE AS SHOWN ON THE RECORDED SUBDIVISION PLAT AND ACCORDING TO THE SHOWN FOUND MONUMENTS ON THIS DRAWING. OWNER CHRIS A CNN 1675 COUNTY ROAD 26 LONGMONT. CO 80504 .303- 591- 3404 ME M WASH CIVIL ENGINEER. ROCKY RIDGE CIVIL CONSULTANTS 420 21ST AVENUE, SUITE 9101 LONCMONT, COLORADO 80501 JOEL SEAMONS. PE 303-651-8828, 91 NHS Miff Hall LW Yei - IWII/-- .RTE 1 / LEGAL DESCRIPTION COO* AEI MEIN Br THESE PRESENTS THAT CHRIS A CAN AND KITEI£1 FARMS LLLP. SONG THE OWNERS OF PROPERTY IN MELD COUNTY. COLORADO. EKCLu9YE OF RIGHTS -CI -WAY, RAVE HEREWITH PCTITICHED 70 T/IC TOWN Of LEAD FOR THE ANNEXATION or THE Reag RTY BEING DESOTWED AS FDLLOaS A PORTION Of LOT B. IECOROEO CIfpIPT10N NO 1207-21-3-AIfMll-2767, AS DESCRIBED IN THE taws OF CD COUNTY ON ARME IT, 2003. AT RECEPTION N0. 3073852. Slt80u4SION ERUPTION NO SE -980, AS DESCRIBED M THE RECORDS Cr CD COUNTY (YN JuNE T. 2003. AT RECEPTION NO 3073651. AND A PORTION OF COLORADO STATE MGHTIMY 66. PRALCI NC S 0054(5). LOCATED PI THE SOLTHRESI 1/4 Of SECTIO% 2', 10060' 3 NORTH. RANG[ 66 WEST Of THE 6TH PRINC6'AL WC160IAAL COWRY Of c. STATE Of CaExaoo. BEING ACNE PAR1aLARLY COMM AS Pa1011S coNSDER6.c THE WEST UNE or THE Sot11HWEsT I/4 of SECTKN 21 TD BEAR NORTH 0098'2Y REST, A DISTANCE Of 265210 FEET BETWEEN A FOUND 1' PPC W11 r BRASS CAP 'SC Sic 20 TN 8685 6TH P Y. 1995 A. SIC AEL HASCALL LS 23500' IN CGNCRCIE MONUMENT sox AT 1E SOUTW SIT CORNER OF SECTION 2' APO A FOUND F6 REBAR MTN ?' ALu16NAIM CAP MICHAEL HASCALL T3S R66W 1/4 520 521 1994 PLS 23500' IN MONLAIENT BOX AT DC WEST 1/4 CORNER Of SECTION 21. WITH AU. BEARINGS CONTNNCD HERSH RELAIITE I MuMTO COMMENCING AT TIME SOUTHWEST CORNER OF SAD SECTION 21, THENCE ALONG THE Sarni LINE OF 1HE SOUTHWEST 1/4 OF SECTION 21. NORTH 69V1',4" EAST, A DISTANCE OF 79 77 PUT TO A POINT CS INC EASTERLY UPC OF HAUY ArulL=ATION N0. 2. AS OE5CRIIC N THE RECORDS or WELD COUNTY ON OCTOBER It, 2011, AT REOEPnos N0. 3197155, AND DE POUT OF KONMNG: 'HENCE ALONG SND EASTERLY (JNL NORM( 003495- WEST. A DISTANCE Of 87 62 FEET To A POINT ON TIC NORTHERLY 1MDlT-OF-WAT 1K OF Ca0RAD0 STATE HCHWAY 66. PROLCT NO S OD54(5: THENCE Of:PARTING SAW EASTERLY UNE AND ALONG SAM NORTHERLY RIGHT-OF-WAY LIE. NORTH 8974'24' EAST, A DISTANCE CF 27339 FEET: THENCE DEPARTING SAID NORTHERLY itzio DF-MAY UNE AND MLDNC DIE EASTERLY LPE Oi A PARCEL Of LAND AS DESCRIBED N THE RECORDS OF WELD COUNTY ON DEEDABER 5. 1924. M BOOT 757, AT PAGE 361 NORTH 002718' CT. A DISTANCE OF 71167 FEET TO TIE NORTHEAST CORNER OF SAD PARCEL Of LAND; THENCE ALONG PE NORTHERLY UNE IT SAID PARCEL or LAND. SWTH 89'oo'.o WEST. A DISTANCE OF 321 96 FEET TO A PANT ON THE EASTERLY RIGHT--Of-WAY UNE OF HELD COUNTY ROAD NO. 5. SAID LANE ALSO BONG AN EASTERLY LINE OF SAC HALEY ANNEXA710N N0. 2. THENCE ALONG SA0 EAs1ESLr ONES, NORM 00,6'2r CT, A DISTANCE OF '488.10 FEET. THENCE DEPARTING SAD EASTERLY LINES SOUTH 45.4 r38' EASE. A DISTANCE OF 341 17 PIEr. THENCE SOUTH 4350'09' EAST. A DISTANCE Of 936.98 FEET: THENCE NORTH 89705'03' EAST, A DISTANCE Of 1291.46 FUT TO A PONT ON AN EASTERLY UNE OF A PORTION OF SAID LOT B; THENCE ALONG THE EASTERLY USES CF SAM LOT B. THE COLLot Two (2) COURSES I) SOUTH 1926'38' WEST. A DISTANCE Of 58921 FE'?. 2) VOICE SOUTH 00'15'23' EAST, A DISTANCE OF 11866 FUT TO A PONT ON TIE NORTIETa.Y MOLT -OF -WAY LINE Of COLORADO STATE HIO,WAY 66 PROJECT NO S 0054(5), THENCE SOUTH 0054'47' EAST. A DISTANCE OF 149-99 FEET TO A PCINT ON THE SOUl1ERLY NIGHT-OF-WAT Lit aF SAID COLORADO STATE HIGHWAY 64 PRO.ECT NO S 0054(5). THENCE ALONG SAID SOUT►C/6.Y RI01T-OF-WAY LINE. 114 r0LLONNG FlVE (5) COURSES I SOUTH 697YS'13' WEST. A DISTANCE OF 22601 FUT, 2 THENCE SOUTH 80'34'19' WEST. A DISTANCE CP 101 11 FEET, 3 THD4CE SOUTH 89'05'14' WEST. A DISTANCE or 60000 FEET. 4 THENCE NORTH 622Y44- WEST. A DISTANCE Of 10110 FELT. 5 11C CE S0U'TH 89'01']5 EST. A DISTANCE OF 906 05 FCC' TD A PANT ON THE EASTERY tat OF SAC HALEY ANNExATION NO 2. MEINCE DEPARTING SAID SOUTHERLY RIGHT -CIF -MAT UNE MID ALONG SAID EASTERLY UNE NORTH 00'5495' HEST A MINCE OF 62 83 FEET. MOVE GR LESS. 10 THE "DINT CF (TECINPING THUS DESCRIBED PARS. CONTAINING 2.066.746 so FT a 47 45 ACRES. MONK OR ass. TOGEDER WITH AEC SUBJECT To AIL EASEIIE)NfS AND MQlTY-OF-RAY Eas1NG APO/OR OF PUBLIC ECO01I7 EEC TED THIS DAY or • VICINTTY MAP SCALE. 1'- 750' p- —1 a GOPHER GULCH RV PARK & CAMPGROUND ZONING MAP i DATE 02/22/19 CAD NO 6M111ASEDWO LB NO 686-I Rocky Ridge _Civil Engineering 420 214 ANL SAW 101 LOR I%0A1. CO 80501 30].651 6820 Http: //f«4YI194d 4 cam SHEET NO 1 OF 1 '- 4 Mood .« I I ,1 ASS Men I ^• } j q rd� 1 r �, i T . _ _:fs4r " " _ ..____. ..lam.. __ i i r f a►r�mor, - _ , 1 r �, t _ , tirliimmi f '91-'1'. I ti - - .. _ t, Vicinity Map NOT TO SCALE Certificate of Ownership KNCn ALL Nth Err irtLSE isHLSENIS IHAT CHRIS A CAIN AND KITELEY FARMS LLLP. BEING THE OWNERS OF PROPERTY IN WELD COUNTY. COLORADO, EXCLUSIVE OF RIGHTS -OF- WAY. HAVE HEREWITH PETITIONED TO THE TOWN OF MEAD FOR THE ANNEXATION OF THE PROPERTY BONG DESCRIBED AS FOLLOWS A PORTION OF LOT B. RECORDED EXEMPTION NO 1207-21-3-AMRE-2787. AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON JUNE 17, 2003, AT RECEPTION NO 3073852, SUBDIVISION EXEMPTION NO- SE -960, AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON JUNE 17, 2003. AT RECEPTION NO. 3073851. AND A PORTION OF COLORADO STATE HIGHWAY 66, PROJECT NO S 0054(5). LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN. COUNTY OF WELD. STATE OF COLORADO. BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST UNE OF THE SOUTHWEST 1/4 OF SECTION 21 TO BEAR NORTH 00'18'27' WEST, A DISTANCE OF 265210 FEET BETWEEN A FOUND I' PIPE WITH 2- BRASS CAP "SE SEC. 20 T3N R68W 6TH P.M. 1995 A. MICHAEL HASCALL LS 23500' IN CONCRETE MONUMENT BOX AT THE SOUTHWEST CORNER OF SECTION 21 AND A FOUND 96 REBAR WITH 2' ALLMINUM CAP MICHAEL HASCALL T3S R68W 1/4 S20 521 1994 PLS 23500' IN MONUMENT BOX AT THE WEST 1/4 CORNER OF SECTION 21, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; THENCE ALONG THE SOUTH LINE Of THE SOUTHWEST 1/4 OF SECTION 21, NORTH 89'01'14' EAST. A DISTANCE OF 79 77 FEET TO A POINT ON THE EASTERLY UNE OF HALEY ANNEXATION NO. 2, AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON OCTOBER 11, 2011, AT RECEPTION NO. 3797955, AND THE POINT OF BEGINNING; THENCE ALONG SAID EASTERLY LINE. NORTH 00'54'15' WEST. A DISTANCE OF 87.62 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66. PROJECT NO. S 0054(5), THENCE DEPARTING SAID EASTERLY LINE AND ALONG SAID NORTHERLY RIGHT-OF-WAY UNE. NORTH 89'04'24" EAST. A DISTANCE OF 273.39 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT OF -WAY LINE, AND ALONG THE EASTERLY LINE OF A PARCEL OF LAND AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON DECEMBER 5, 1924, IN BOOK 757. AT PAGE 362. NORTH 00'27'18' WEST. A DISTANCE OF 111.67 FEET 10 THE NORTHEAST CORNER OF SAID PARCEL OF LAND. THENCE ALONG THE NORTHERLY UNE OF SAID PARCEL OF LAND. SOUTH 89'00'40" WEST, A DISTANCE OF 321.96 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 5. SAID UNE ALSO BEING AN EASTERLY UNE OF SAID HALEY ANNEXATION NO. 2; THENCE ALONG SAID EASTERLY LINES, NORTH 0018'27" WEST. A DISTANCE OF 148810 FEET, THENCE DEPARTING SAID EASTERLY LINES, SOUTH 45'47'38" EAST. A DISTANCE OF 341.17 FEET. THENCE SOUTH 43'50'09' EAST, A DISTANCE OF 936.98 FEET, THENCE NORM 89'05'03' EAST. A DISTANCE OF 1291 46 FEET TO A POINT ON AN EASTERLY LINE OF A PORTION OF SAID LOT B. THENCE ALONG THE EASTERLY LINES OF SAID LOT B, THE FOLLOWING TWO (2) COURSES: 1) SOUTH 19'26'38" WEST. A DISTANCE OF 589.21 FEET; 2) THENCE SOUTH 00'15'23' EAST. A DISTANCE OF 118.66 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66 PROJECT NO. S 0054(5): THENCE SOUTH 00'54'47' EAST, A DISTANCE OF 149 99 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY UNE OF SAID COLORADO STATE HIGHWAY 66 PROJECT NO. S 0054(5); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY UNE, THE FOLLOWING FIVE (5) COURSES: 1, SOUTH 89'0513 WEST. A DISTANCE OF 226 01 FEET; 2 THENCE SOUTH 80'34'19' WEST. A DISTANCE OF 10111 FEET; 3 THENCE SOUTH 89'05'14' WEST. A DISTANCE OF 600.00 FEET; 4 THENCE NORTH 8222'46' WEST, A DISTANCE OF 101.10 FEET; S THENCE SOUTH 89'01'35' WEST, A DISTANCE OF 906.05 FEET TO A POINT ON THE EASTERLY UNE OF SAID HALEY ANNEXATION NO. 2; THENCE DEPARTING SAID SOUTHERLY RIGHT -OF- WAY LINE AND ALONG SAID EASTERLY LINE. NORTH 00'54'15' WEST, A DISTANCE OF 62.83 FEET. MORE OR LESS, TO THE POINT OF BEGNNING ThUS DESCRIBED PARCEL CONTAINING 2.066,746 S0. FT w 47 45 ACRES, MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY EXISTING AND/OR OF PUBLIC RECORD. EXECUTED THIS DAY OF Contiguity information TOTAL PERIMETER OF AREA TO BE ANNEXED ....................._-.... 7.707.31' CONTIGUITY WITH TOWN LIMITS 1638.55' MINIMUM ALLOWABLE CONTIGUITY (1/6 TOTAL PERIMETER) 1,284.55' , 20_ GOPHER RV PARK AND CAMPGROUND ANNEXATION TO THE TOWN OF MEAD, WELD COUNTY, COLORADO A PART OF THE SOUTHWEST 1/4 OF SECTION 21, AND THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P. M. , MEAD, COLORADO COUNTY OF WELD, STATE OF COLORADO SHEET 1 OF 2 TOTAL AREA = 2,066,746 SQ FT, OR 47.45 ACRES, MORE OR LESS Certificate of Ownership (cont.) KITELEY FARMS LLLP AS STATE OF COLORADO ) )SS COUNTY OF WELD ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF , 20__, BY AS OF KITELEY FARMS LLLP. MY COMMISSION EXPIRES: WITNESS MY HAND AND OFFICIAL SEAL. NOTARY PUBUC CHRIS A. CAIN STATE OF COLORADO ) COUNTY OF WELD 35$ THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF 20" BY CHRIS A CAIN MY COMMISSION EXPIRES' WITNESS MY HAND AND OFFICIAL SEAL NOTARY PUBLIC Notes 1 OLD REPUBUC NATIONAL TITLE INSURANCE COMPANY FOR LAND TITLE GUARANTEE COMPANY COMMITMENT NUMBER K25160614-3, DATED NOVEMBER B. 2018 AT 5:00 P.M., WAS ENTIRELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS -OF -WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS MAP THE PROPERTY SHOWN AND DESCRIBED HEREON IS ALL OF THE PROPERTY DESCRIBED IN SAID TITLE COMMITMENT 2 ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS MAP WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN HEREON 3 THIS ANNEXATION MAP IS VALID ONLY IF PRINT HAS SEAL AND SIGNATURE OF SURVEYOR 4 BASIS OF BEARINGS: GPS DERIVED BEARINGS BASED ON A BEARING OF N00'18'2YW, A DISTANCE OF 2652.10 FEET ALONG THE WEST LINE OF SECTION 21. BETWEEN A FOUND 1" PIPE WITH 2' BRASS CAP 'S E SEC 20 T38 R68W 6TH P M 1995 A MICHAEL HASCALL LS 23500' IN CONCRETE MONUMENT BOX AT THE SOUTHWEST CORNER OF SECTION 21 AND A FOUND /6 REBAR WITH 2' ALUMINUM CAP MICHAEL HASCALL T3S R68W 1/4 S20 521 1994 PLS 23500' IN MONUMENT BOX AT THE WEST 1/4 CORNER OF SECTION 21, AS SHOWN HEREON. COLORADO STATE PLANE COORDINATE SYSTEM. NORTH ZONE, NORTH AMERICAN DATUM 1983 (NAD83). ALL BEARINGS SHOWN HEREON ARE RELATIVE THERETO 5. ANY PERSON WHO KNOWINGLY REMOVES. ALTERS OR DEFACES ANY PUBLIC LAND SURVEY MONUMENT AND/OR BOUNDARY MONUMENT OR ACCESSORY, COMMITS A CLASS TWO (2) MISDEMEANOR PURSUANT TO STATE STATUTE C S. SEC 18-4-508. WHOEVER WILLFULLY DESTROYS. DEFACES. CHANGES. OR REMOVES TO ANOTHER PLACE ANY SECTION CORNER. QUARTER -SECTION CORNER, OR MEANDER POST, ON ANY GOVERNMENT LINE OF SURVEY, OR WILLFULLY CUTS DOWN ANY WITNESS TREE OR ANY TREE BLAZED TO MARK THE LINE OF A GOVERNMENT SURVEY, OR WILLFULLY DEFACES. CHANGES, OR REMOVES ANY MONUMENT OR BENCH MARK OF ANY GOVERNMENT SURVEY, SHALL BE FINED UNDER THIS TITLE OR IMPRISONED NOT MORE THAN SIX MONTHS, OR BOTH 18 U.S.C. 4 1858 6 THE DISTANCE MEASUREMENTS SHOWN HEREON ARE U.S. SURVEY FOOT 7 DATES OF FIELDWORK MARCH 15-23 AND OCTOBER 15-18, 2018 (CREW CHIEF C GAMET) 8. THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE DOCUMENI AND APPEAR TO AFFECT THE SUBJECT PROPERTY BUT CANNOT BE SHOWN GRAPHICALLY THE FOLLOWING LIST CONTAINS THE TITLE DOCUMENT EXCEPTION NUMBER, DATE RECORDED. RECEPTION NUMBER AND/OR BOOK AND PAGE /14 JULY 12. 1945 BK 1157, PG 500 AGREEMENT (NO SPECIFIC LOCATION GIVEN) 916 APRIL 3, 1980 REC. NO. 1821279 OIL AND GAS LEASE JUNE 23, 2016 REC NO. 4213581 POOLING AGREEAIENI /17 APRIL 3. 1980 REC. NO. 1821280 OIL AND GAS LEASE /18 APRIL 7, 1985 REC. NO. 1888054 AFFIDAVIT 919 NOV 23. 1982 REC. NO. 1909612 RIGHT OF WAY FOR DITCHES AND MAINTENANCE /21 APRIL 6, 1984 REC. NO. 1963226 OIL AND GAS LEASE JUNE 23. 2016 REC NO. 4213581 POOLING AGREEMENT /26 MAY 26. 2016 REC. NO. 4206904 RIGHT OF WAY AND SURFACE DAMAGE AGREEMENT Notes Wont.) 9 THE FOLLOWING DOCUMENTS ARE MENTIONED IN THE ABOVE REFERENCED TITLE DOCUMENT AND DO NOT APPEAR TO AFFECT THE SUBJECT PROPERTY. THE FOLLOWING UST CONTAINS THE TITLE DOCUMENT EXCEPTION NUMBER, DATE RECORDED, RECEPTION NUMBER AND/OR BOOK AND PAGE /11 JUNE 30, 1905 BK 228. PG 207 912 NOv 8, 1930 BK 902. PG 328 /13 NOv 8. 1930 BK 902. PG 329 /15 AUG 22. 1960 #20 JAN 14, 1983 921 MAY 4, 2007 BK 1564, PG 463 REC. NO 1914355 REC. NO. 3473771 RIGHT OF WAY (LOCATED IN SECTION 19) MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY EASEMENT (LOCATED EAST CF RAILROAD R.O.W MOUNTAIN STATES TELEPHONE AND TELEGRAPH COMPANY EASEMENT (LOCATED EAST OF RAILROAD R.O.W ) R.O W. EASEMENT (LOCATED TO EAST) GRANT OF EASEMENT (LOCATED IN THE NW1/4 Of SECTION 21) PIPE LINE EASEMENT TO LONGS PEAK WATER DISTRICT (LOCATED TO THE NORTHEAST) Surveyor's Certificate ar4 ts. ,,UYION. A rciUSTLRED PROFESSIONAL LAND SURVEYOR IN THE STATE OF COLORADO. DO HEREBY CERTIFY THAT THE ANNEXATION MAP SHOWN HEREON IS A CORRECT DELINEATION OF THE ABOVE DESCRIBED PARCEL OF LAND AND THAT AT LEAST ONE -SIXTH (1/6) OF THE PERIPHERAL BOUNDARY OF SAID PARCEL IS CONTIGUOUS TO THE PRESENT BOUNDARY OF THE TOWN OF MEAD. 1,638.55 FEET CONTIGUOUS. 7.707.31 PERIMETER FEET, I FURTHER CERTIFY THAT THIS MAP AND LEGAL DESCRIPTION WERE MY PERSONAL SUPERVISION ON THIS DAY OF 20 BY JOHN B GUYTON COLORADO P.L.S. 9 16406 CHAIRMAN * CEO. FLATIRONS, INC PREPARED UNDER Certificate of Approval by the Board of Trustees THIS ANNEXATION MAP of GOPHER RV PARK AND CAMPGROUND ANNEXATION TO THE TOWN OF MEAD IS APPROvED AND ACCEPTED BY ORDINANCE NO PASSED AND ADOPTED AT THE REGULAR MEETING OF THE BOARD OF TRUSTEES OF MEAD, COLORADO. HELD ON , 20 AND RECORDED ON AS RECEPTION NO IN THE RECORDS OF THE CLERK AND RECORDER OF WELD COUNTY, COLORADO BY THE BOARD OF TRUSTEES CF MEAD, COLORADO. ATTEST MAYOR TOWN CLERK Planning Commission Certificate: hL'V1LNtL fJ' TtiL VIAL; ✓LANNIN„ .,VMM:A, 'I '.. 3,4 OF 20 CHAIRMAN ATTEST: PLANNING COMMISSION SECRETARY Recorder's Certificate: THIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE COUNTY CLERK AND RECORDER OF WELD COUNTY AT AM ON THE DAY OF A D 20__ IN BOOK . PAGE , RECEPTION NO. COUNTY CLERK AND RECORDER DEPUTY • • I i - n 0 r • • t • • C, ANNEXATION MA -I NUMBER: ib- 71,117 DATE 11-29-2018 DRAWN BY: E. PRESCOTT CHECKED BY JK /WNW/JZG SHEET 1 OF 2 * 1/4 CCR SEC 41 FOUND 0 WIMP silk 2' ALUMIMUM CAP 'A MICHAEL HAcCAtt 135 R68W 1/4 520 521 1994 PLS 23500' IN MOMAJMEN T 801E (pEN IAOM/MENT RECORD DATED MARCH 14. 1995) h 9j O tTefq EASTERLY LINE CF HALEY ANNEXATION NO. 2 REC NO 3797955 PONT os coneCIMINT SW. C. SEC. 21. FYI. R71W FOUND 1' PIPE WITH 2' BRASS CAP 'SF. SEC 20 1744 ROW 6TH P M. 1995 A MICHAEL HASCALL LS 23500' IN CONCRETE MONUMENT 00X (PER MONKNENT RECORD DATED APL 19, 1995) 6 h 30.0'.04 to N89'01'14'E 79.77' PONT 0/ BtONRI40 • GOPHER RV PARK AND CAMPGROUND ANNEXATION TO THE TOWN OF MEAD, WELD COUNTY, COLORADO S45'47'38t 341.11 r 7 ,/- TO' RESERVED FUTURE `// WELO COUNTY ROAD RIC1T-OF-WAY !! REC NO 2799263 -. %FLIT/ EASEMENT REC. NO. 3432599 FOuNO p RLBAR NTH 1 1/7' YELLOW PLASTIC CAP 'AM HASCALL PLS 23500' FOUND 7-3 REBAR W1H I I/2' YELLOW PLASTIC CAP 'AM HASCALL PLS 23500' 589'♦00'40'W 3NPL TT u ATT[O pK 757. PC 362 12/5/1924 <LIBERTY HALL GRANGE INC NO. 459> NOT A PART OF THIS ANNEXATION N89'04'24'E 273.39' NOO'54'15'W 7-87.62' N00'54'15'W i-62.83' A PART OF THE SOUTHWEST 1/4 OF SECTION 21, AND THE NORTHWEST 1/4 OF SECTION 28, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH P. M. , MEAD, COLORADO COUNTY OF WELD, STATE OF COLORADO SHEET 2 OF 2 SO' ROE 1104T -OF -WAY ORANT 10 KERB-MC(EE GATHERING LLC REC NO. 4316090 10' NOE ROW GRANT 70 EXTRACTION 0L 6 GAS, NC \REC NO 4270263 \ \ \ \ \\ \\ ___--.FOUND 0 REBAR MM 1/4' W11044 PLASTIC CAP 75 23500' FOUND 0 REBAR / / / \ \ PORTION OF Lot 6 RECORDE0 EXEMPTION NO. 1207 -21 -3 -AWE -2787 NEC NO. 3073852 6/17/2003 ccTELEY FARMS ITUP> S. LINE SWI/4 SEC. 21. T3N. R68W N L►C N*1/4 SEC 28. T3R1. R68* S89'01.17111 2643.591- N. / / Boundary croou. Report COURSE: NO0'54'15'W LENGTH: 87.62' N89'04'24'E LENGTH: 273.39' NO0'27'18"W LENGTH: 111.67' S89'00'40'w LENGTH: 321.96' NOO'18'27'W 545'47'38-E 543'50'09"E N89'05'03'E SI9'26'38*W SO0'15'23'E SOO'54'47"£ 589'05'13-W 580'34'19"W 589'05' 14' W N82'22' 46' W COURSE COURSE COURSE: COURSE COURSE COURSE COURSE' COURSE: COURSE COURSE COURSE COURSE COURSE COURSE: COURSE: 589'01'35'W LENGTH: COURSE NOO'54'15'W LENGTH: LENGTH: 1488 10' LENGTH: LENGTH: LENGTH: LENGTH: LENGTH: LENGTH: LENGTH LENGTH LENGTH LENGTH: AREA. 2066746 SO. FT ERROR CLOSURE: 0 01 ERROR NORTH: -0.010 PRECISION 1: 770731 PORTION ci LOT 8 RECORDED EII APTI0N NO 1207- 21- 3-AMRE- 2787 MEC NO 3073662 6/17/2003 (KITLLLY TARNS LLLP> 341.17- 936.98' 1291 46' 589.21' 118.66' 149.99' 226.01' 10111' 600.00' 101.10' 906.05' 52.83' COURSE. 534'32'57.E EAST 0-007 30' mix UTUTY EASEMENT TO ST. MAN SANITATION 0151RCT WIC NO 3432599 100. *HOE CONSTRUCTION EASEMENT NEC NO 3432599 \ \ SE -960 REC NO 3073851 6/17/2003 <Das A. CAIN, 30' SMNT MAIN SAMrAnCN psmIct unury EA$tjj)tf NEC NO 3434626 N. \ N. \ �- 1 Nue Legend FOUND ALIQUOT MONUMENT AS DESCRIBED • FOUND MONUMENT AS DESCRIBED AREA TO BE ANNEXED ADJACENT PARCEL LINES INTERIOR PARCEL LINES — EASEMENT LINES -•-; ADJACENT TO PREVIOUSLY ANNEXED PROPERTY O OWNERSHIP INFORMATION NA9'OS'O3sE 1291 46' 100440 0 *MAR WTH 1 1/r mint PI ACnC CAP 'LIEGNLE 30' SAINT mink SAMTATION INSTRKI UTILITY FASFucNr \ REC NO 3434628 \ \ N \ I- 589'25'00 -W 1457 05' (P) 300'X75' EASEMENT AS SHOWN ON STATE HIGHWAY RIGHT-OF-WAY MAPS AND REC. N0. 2799283 COLORADO STATE HIGHWAY 68 (RO.t VARIES) PROJECT NO S 0054,5) SLANT MAIN SNPTATION DISTRICT unurr EASEMENT REC NO 3508060 0 ROAR 1M1N 1 1/2' YELLOW PLASTIC CAP Is 2350C RICiT OF WAY FOR SN460b1 RESERYaa DItOH OK 114, PG 545 '01 5W 5 N82'22'46'W 101 10' 89 14 W is I<L8AR WTH I 1/t' YELLOW' PLASTIC CAP -LS 23600' MEAT *UMW RALWAY COs. TO ERNEST M. KITILEY OW CLAIM DEEO NEC MO 1481390 p Knit WIN 11/7' YCLLOW PLASTIC CAP '1.S 23500' ft O.W. TO GREA1 WESTERN RALWAY 109207 ERNEST M. KITELELT TO GREAT MESTERN RAILWAY COMPANY OUT CLEAIM DEED REC N0. 1461389 / 3 / S00'15'23'E ,118.66' / FOAM() 0 REBAR/ / 500'54'47'£ /-149.99' S89'05'13W 226.01' _S80•34.19$1.4 101 11' / GRAPHIC SCALE 0 WA ( IN FLIT ) 1 tnoh a 100 ft 23' WITNESS CAR 30014 T/4 CORNER SEC. 21 FOUND 0 REBM PAN 2" AUMPEM CAP AM MASCALL I/4 52T S28 4C 25.0 6TM P.M. PITS 23500 1986' (PER MONUMENT RECORD OATED SAY 31, 2006) I 6 N It a 11111111' 6 ANNEXATION MAP et tCrire c) ,11),4 ..c" JOB NUMBER:. 18-71,117 DATE: 11-29-2016 DRAWN BY" I PRESCOTT CHECKED BY JK /WW/J7G COLORADO Department of Transportation Region 4 Traffic Section 10601 W 10th St Greeley, Colorado 80634 (970) 350-2148 Fax: Permit No. 418037 July 10, 2018 To: Jose Ramirez 420 21st Ave Suite 101 Longmont, Colorado 80501 Dear Applicant: 1. Please review the attached State Highway Access Permit (Form #101) and all enclosed attachments. 2. If you choose NOT to act on the permit, please return the permit unsigned. 3. If you wish to APPEAL the Terms and Conditions of the permit, please refer to the attached Form 101, Pages 2 and 3 for an explanation of the appeal procedures. 4. If you ACCEPT the Permit and its Terms and Conditions and are authorized to sign as legal owner of the property or as an authorized representative, please sign and date the Access Permit form on the line marked "PERMITTEE". Your signature confirms your agreement to all the Listed Terms and Conditions. 5. Provide a check or money order made payable to "CDOT" for the total amount due of $100.00 6. You must return the signed Access Permit, including all pages of terms and conditions and all attachments, with your payment to the Colorado Department of Transportation (CDOT) at the address noted below. The Department will return an executed copy of this permit. You may retain this cover letter for your records. 7. If you fail to sign and return the attached Access Permit within 60 days of the date of this transmittal letter, Colorado Department of Transportation will consider this permit withdrawn. 8. As described in the attached Terms and Conditions. you must make a written request to obtain a Notice to Proceed. DO NOT begin any work within the State Highway Right -of -Way without a validated Access Permit and Notice to Proceed. Use of this permit without the Colorado Department of Transportation's validation shall be considered a violation of State Law. If you have any questions please call Allyson Mattson, at (970) 350-2148. Please return Access Permit and attachments to: Region 4 Traffic Section 10601 W 10th St Greeley, Colorado 80634 10601 W 10th St, Greeley, Colorado 80634 P (970) 350-2148 F https://codot.gov/accesspermits COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT CDOT Permit No. 418037 State Highway No / Mp / Side 066B / 41.262 / Left Permit Fee $100.00 Date of Transmittal 07/09/2018 Region / Section / Patrol / Name 4/01 /15 Local Jurisdiction Weld County The Permittee(s): The Applicant(s): Chris Cain Jose Ramirez 1610 Skyway Drive 420 21st Ave Suite 101 Longmont, Colorado 80504 Longmont, Colorado 80501 30367828 (303) 651-6626 ext 4 Is hereby granted permission to have an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with this permit, including the State Highway Access Code and any attachments, terms, conditions and exhibits. This permit may be revoked by the Issuing Authority if at any time the permitted access and its use violate any parts of this permit The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit Location: This access is located approximately 1384 feet east of mile marker 41 on the north/left side of State Highway 66 at approximately mile point 41.262 and 1803 feet east of Weld County Road 5. Access to Provide Service to: (Land Use Code) (Size) (Units) 418 - Campground/Recreational Vehicle Park 121 106 ADT Additional Information: As a condition of this permit, the secondary access located on the parcel approximately 175 feet west of the permitted access must be closed in its entirety. MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. Signature Print Name Date Title Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from Initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Bruce Barnett with the Colorado Department of Transportation, at (970) 350-2147 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and its terms and conditions. Permittee Signature: Print Name Date Co-Permittee Signature: (if applicable) Print Name Date This permit is not valid until signed by a duly authorized representative of the Department. COLORADO DEPARTMENT OF TRANSPORTATION Signature Print Name Title Date (of issue) 1.Region 2.Applicant 3.Staff Access Section 4. Central Files make copies as necessary for: Local Authority Inspector MICE Patrol Traffic Engineer Previous editions are obsolete and may not be used Page 1 of 3 CDOT Form #101 5/07 State Highway Access Permit Form 101, Page 2 The following paragraphs are excerpts of the State Highway Access Code. These are provided for your convenience but do not alleviate compliance with all sections of the Access Code. A copy of the State Highway Access Code is available from your local issuing authority (local government) or the Colorado Department of Transportation (Department). When this permit was issued, the issuing authority made its decision based in part on information submitted by the applicant, on the access category which is assigned to the highway, what alternative access to other public roads and streets is available, and safety and design standards. Changes in use or design not approved by the permit or the issuing authority may cause the revocation or suspension of the permit. APPEALS 1. Should the permittee or applicant object to the denial of a permit application by the Department or object to any of the terms or conditions of a permit placed there by the Department, the applicant and permittee (appellant) have a right to appeal the decision to the [Transportation] Commission [of Colorado]. To appeal a decision, submit a request for administrative hearing to the Transportation Commission of Colorado within 60 days of transmittal of notice of denial or transmittal of the permit for signature. Submit the request to the Transportation Commission of Colorado, 4201 East Arkansas Avenue, Denver, Colorado 80222-3400. The request shall include reasons for the appeal and may include changes, revisions, or conditions that would be acceptable to the permittee or applicant. 2. Any appeal by the applicant or permittee of action by a local issuing authority shall be filed with the local authority and be consistent with the appeal procedures of the local authority. 3. In submitting the request for administrative hearing, the appellant has the option of including within the appeal a request for a review by the Department's internal administrative review committee pursuant to [Code] subsection 2.10. When such committee review is requested, processing of the appeal for formal administrative hearing, 2.9(5) and (6), shall be suspended until the appellant notifies the Commission to proceed with the administrative hearing, or the appellant submits a request to the Commission or the administrative law judge to withdraw the appeal. The two administrative processes, the internal administrative review committee, and the administrative hearing, may not run concurrently. 4. Regardless of any communications, meetings, administrative reviews or negotiations with the Department or the internal administrative review Committee regarding revisions or objections to the permit or a denial, if the permittee or applicant wishes to appeal the Department's decision to the Commission for a hearing, the appeal must be brought to the Commission within 60 days of transmittal of notice of denial or transmittal of the permit. PERMIT EXPIRATION 1. A permit shall be considered expired if the access is not under construction within one year of the permit issue date or before the expiration of any authorized extension. When the permittee is unable to commence construction within one year after the permit issue date, the permittee may request a one year extension from the issuing authority. No more than two one-year extensions may be granted under any circumstances. If the access is not under construction within three years from date of issue the permit will be considered expired. Any request for an extension must be in writing and submitted to the issuing authority before the permit expires. The request should state the reasons why the extension is necessary, when construction is anticipated, and include a copy of page 1 (face of permit) of the access permit. Extension approvals shall be in writing. The local issuing authority shall obtain the concurrence of the Department prior to the approval of an extension, and shall notify the Department of all denied extensions within ten days. Any person wishing to reestablish an access permit that has expired may begin again with the application procedures. An approved Notice to Proceed, automatically renews the access permit for the period of the Notice to Proceed. CONSTRUCTION 1. Construction may not begin until a Notice to Proceed is approved. (Code subsection 2.4] 2. The construction of the access and its appurtenances as required by the terms and conditions of the permit shall be completed at the expense of the permittee except as provided in subsection 2.14. All materials used in the construction of the access within the highway right-of-way or on permanent easements, become public property. Any materials removed from the highway right-of-way will be disposed of only as directed by the Department. All fencing, guard rail, traffic control devices and other equipment and materials removed in the course of access construction shall be given to the Department unless otherwise instructed by the permit or the Department inspector. 3. The permittee shall notify the individual or the office specified on the permit or Notice to Proceed at least two working days prior to any construction within state highway right-of-way. Construction of the access shall not proceed until both the access permit and the Notice to Proceed are issued. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within the highway right-of-way. A construction time extension not to exceed 30 working days may be requested from the individual or office specified on the permit. 4. The issuing authority and the Department may inspect the access during construction and upon completion of the access to ensure that all terms and conditions of the permit are met. Inspectors are authorized to enforce the conditions of the permit during construction and to halt any activities within state right-of-way that do not comply with the provisions of the permit, that conflict with concurrent highway construction or maintenance work, that endanger highway property, natural or cultural resources protected by law, or the health and safety of workers or the public. 5. Prior to using the access, the permittee is required to complete the construction according to the terms and conditions of the permit. Failure by the permittee to abide by all permit terms and conditions shall be sufficient cause for the Department or issuing authority to initiate action to suspend or revoke the permit and close the access. If in the determination of the Department or issuing authority the failure to comply with or complete the construction requirements of the permit create a highway safety hazard, such shall be sufficient cause for the summary suspension of the permit. If the permittee wishes to use the access prior to completion, arrangements must be approved by the issuing authority and Department and included in the permit. The Department or issuing authority may order a halt to any unauthorized use of the access pursuant to statutory and regulatory powers. Reconstruction or improvement of the access may be required when the permittee has failed to meet required specifications of design or materials. If any construction element fails within two years due to improper construction or material specifications, the permittee shall be responsible for all repairs. Failure to make such repairs may result in suspension of the permit and closure of the access. 6. The permittee shall provide construction traffic control devices at all times during access construction, in conformance with the M.U.T.C.D. as required by section 42- 4-104, C.R.S., as amended. 7. A utility permit shall be obtained for any utility work within highway right-of-way. Where necessary to remove, relocate, or repair a traffic control device or public or private utilities for the construction of a permitted access, the relocation, removal or repair shall be accomplished by the permittee without cost to the Department or issuing authority, and at the direction of the Department or utility company. Any damage to the state highway or other public right-of-way beyond that which is allowed in the permit shall be repaired immediately. The permittee is responsible for the repair of any utility damaged in the course of access construction, reconstruction or repair. 8. In the event it becomes necessary to remove any right- of-way fence, the posts on either side of the access shall be securely braced with an approved end post before the fence is cut to prevent any slacking of the remaining fence. All posts and wire removed are Department property and shall be turned over to a representative of the Department. 9. The permittee shall ensure that a copy of the permit is available for review at the construction site at all times. The permit may require the contractor to notify the individual or office specified on the permit at any specified phases in construction to allow the field inspector to inspect various aspects of construction such as concrete forms, subbase, base course compaction, and materials specifications. Minor changes and additions may be ordered by the Department or local authority field inspector to meet unanticipated site conditions. 10. Each access shall be constructed in a manner that shall not cause water to enter onto the roadway or shoulder, and shall not interfere with the existing drainage system on the right-of-way or any adopted municipal system and drainage plan. 11. By accepting the permit, permittee agrees to save, indemnify, and hold harmless to the extent allowed by law, the issuing authority, the Department, Its officers, and employees from suits, actions, claims of any type or character brought because of injuries or damage sustained by any person resulting from the permittee's use of the access permit during the construction of the access. CHANGES IN ACCESS USE AND PERMIT VIOLATIONS 1. It is the responsibility of the property owner and permittee to ensure that the use of the access to the property is not in violation of the Code, permit terms and conditions or the Act. The terms and conditions of any permit are binding upon all assigns, successors -in -interest, heirs and occupants. If any significant changes are made or will be made in the use of the property which will affect access operation, traffic volume and or vehicle type, the permittee or property owner shall contact the local issuing authority or the Department to determine if a new access permit and modifications to the access are required. 2. When an access is constructed or used in violation of the Code, section 43-2-147(5)(c), C.R.S., of the Act applies. The Department or issuing authority may summarily suspend an access permit and immediately order closure of the access when its continued use presents an immediate threat to public health, welfare or safety. Summary suspension shall comply with article 4 of title 24, C.R.S. MAINTENANCE 1. The permittee, his or her heirs, successors -in -interest, assigns, and occupants of the property serviced by the access shall be responsible for meeting the terms and conditions of the permit, the repair and maintenance of the access beyond the edge of the roadway including any cattle guard and gate, and the removal or clearance of snow or ice upon the access even though deposited on the access in the course of Department snow removal operations. Within unincorporated areas the Department will keep access culverts clean as part of maintenance of the highway drainage system. However, the permittee is responsible for the repair and replacement of any access -related culverts within the right-of-way. Within incorporated areas, drainage responsibilities for municipalities are determined by statute and local ordinance. The Department will maintain the roadway including auxiliary lanes and shoulders, except in those cases where the access installation has failed due to improper access construction and/or failure to follow permit requirements and specifications in which case the permittee shall be responsible for such repair. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, requires authorization from the Department. Form 101, Page 3 COLORADO DEPARTMENT OF TRANSPORTATION Environmental Clearances Information Summary PURPOSE - This summary is intended to inform entities external to CDOT that may be entering the state highway right-of-way to perform encountered environmental agencies specific Requirements activity. work should related environmental or IMPORTANT May cultural be to contacted Result their resource In own permits/clearances for - Suspension facilities Please permits/clearances additional Review (such information or as that Revocation The Utility, may may Following if apply there Special be of to required Your is their any Information Use CDOT activities. uncertainty or in Access certain Permit, Carefully This instances. Permittees), about Or listing Enforcement what - Failure is Appropriate about not permits/clearances all-inclusive to some Comply Actions local, of the - state With By additional are more Other Regulatory and required commonly federal Agencies. for a CLEARANCE may • be Colorado contacted Water Environmental Department CONTACTS Quality for additional Control Permitting of Public - Division As information: indicated Health Website (WQCD): and https://www.cobrado.gov/pacific/cdphefall-permits in the Environment (303) permit/clearance 692-3500 (CDPHE): descriptions General information listed below, - (303) the following 692-2035 individuals or agencies • CDOT Water Quality Program Manager: (303) 757-9343 https://www.codot.qov/programs/environmental/water-quality • • • U.S. CDOT Colorado Omaha Army Asbestos Office Corps District Project of (NE of Archaeology Engineers, CO), Manager: Denver and District Phil Office Historic Kangas, Regulatory (303) Preservation: (303) 979-4120 Offices: 512-5519 (303) 866-5216 http://www.nwo.usace.army.mil/Missions/RequlatoryProgram/Colorado.aspx Sacramento http://www.sok.usace.armv.mil/Missions/Regulatory.askx Dist. (Western CO), Grand Junction Office (970) 243-1199 Albuquerque htte://www.sea.usace,army.miVMissions/RequlatorgProgramandPermits.aspx District (SE CO), Pueblo Office (719)-543-9459 • CDOT Utilities, Special Use and Access Permitting: (303) 757-9654 https://www.codot.gov/business/permits Wildlife Resources - Disturbance of wildlife shall be avoided to the maximum extent practicable. Entry into areas of known or suspected threatened or endangered species habitat will require special authorization from the CDOT permitting office. If any threatened and the CDOT or endangered Regional Permitting species are Office encountered and Region during Planning the progress and Environmental of the permitted Manager work, shall work be in the contacted subject immediately. area shall be halted Authorization must be provided by CDOT prior to the continuation of work. Information about threatened or endangered species may be obtained from the CDOT website, htte://www.codot.qovieroerams/environmental/wildlife/quidelines, or the Colorado Parks and Wildlife (CPW) website, http://www.cpw.state.co.us/learn/Pages/SOC-ThreatenedEndangeredList.aspx. Additional guidance may be provided by the appropriate Region Planning and Environmental Manager (RPEM). Cultural Resources - The applicant must request a file search of the permit area through the Colorado Office of Archaeology and Historic Preservation (OAHP), Denver, to ascertain if historic or archaeological resources have previously been identified (http:l/www.historvcolorado.org/oahp/file-search). inventory of the permit area by a qualified cultural resources specialist may be necessary, per the recommendation of CDOT. If archaeological sites/artifacts or historic resources are known to exist prior to the initiation of the permitted work or are encountered as the project progresses, all work in the subject area shall be halted and the CDOT Regional provided RPEM. Contact Permitting by CDOT Information: prior Office to and the Region continuation Contact Planning the of OAHP work. and for Additional Environmental file searches guidance at Manager (303) may 866-5216. shall be provided be contacted by the immediately. Regional Permitting Authorization Office must and be Paleontological Resources - The applicant must request a fossil locality file search through the University of Colorado Museum, Boulder (https://cumuseum.colorado.edWresearch/paleontology/vertebratestpolicies), and the Denver Museum of Nature and Science (https//www.dmns.orq/science/collections/earth-science-collections!) to ascertain If paleontological resources have been previously identified in recommendation CDOT must Manager the be Regional Permit provided in contact or Special near Permitting information. of by the CDOT. CDOT Provisions. permit If Office prior area. fossils Contact to and Contact the Inventory are Region the continuation encountered Information: CDOT of Planning the Paleontologist of permit during work. and See area the Environmental Additional the for by permitted museum further a qualified guidance websites information work, Manager paleontologist all may listed work shall be at in be provided above nicole.peaveyuystate.co.us the contacted may subject for be by Paleontological necessary, the area immediately. Regional shall per be Permitting Collections the halted or Authorization (303) and 757- the Office 9632. The CDOT Paleontologist will not conduct a comprehensive file search independenty of the museums. Hazardous Materials, Solid Waste - The Solid Wastes Disposal Sites and Facilities Act C.R.S. 30-20-100, et al, and Regulations Pertaining of Designation to Solid (a landfill Waste permit). Disposal The Sites Colorado and Facilities Hazardous (6 CCR Waste 1007-2), Act C.R.S. prohibit 25-15-301 solid waste et al, disposal and the without Colorado an approved Hazardous Certificate Waste Regulations CCR 1007-3) disposal are no permitted (6 landfills or TSD prohibit sites the within transfer, the State storage Highway or Right (TSD) of Way. of hazardous Therefore, waste all solid except or hazardous at permitted wastes TSD that sites. might There be generated permitted solid etc.) CDOT Hazardous is waste encountered Regional facility by or Materials the hazardous Permitting activities or designated during Management materials of the Office entities collection performance contamination for Supervisor: entering direction point of the (e.g., as work, ,303) State (including to for how the 512-5524. Highway solid to permittee proceed. waste, oil or Right petroleum shall a utility Contact of halt Way or contaminated work Information: must construction in be the removed affected soil, company's Theresa asbestos, from area Santangelo-Dreiling, the and own ROW chemicals, immediately dumpster). and disposed mine contact If pre-existing tailings, CDOT of the at a Asbestos Containing Materials, Asbestos Contaminated Soil - All work on asbestos containing materials (ACM) must comply with the asbestos applicable -contaminated requirements soil, of must the CDPHE comply Air with Pollution the CDPHE Control Hazardous Division's Materials (APCD) Regulation and Waste Management 8. Disposal of Division's ACM, and (HMWMD, work done Solid in Environmental Clearances Information Summary Page 1 of 3 Colorado Department of Transportation August 2017 Waste Regulations. The application for any CDOT permit must specifically identify any ACM involved in the work for which authorization is being requested. Additional guidance or requirements may be specified in the permit special provisions. Contact info: CDPHE APCD and HMWMD Regulations can be accessed via the CDPHE Environmental Permitting Website listed above. Additional information concerning clearance on CDOT projects is available from the CDOT Asbestos Project Manager (303) 512- 5519, or Theresa Santangelo-Dreiliny, Hazardous Materials Management Supervisor; (303) 512-5524. Transportation of Hazardous Materials - No person may offer or accept a hazardous material for transportation in commerce unless that person is registered in conformance with the United States Department of Transportation regulations at 49 CFR, Part 171. The hazardous material must be properly classed, described, packaged, marked, labeled, and in condition for shipment as required or authorized by applicable requirements, or an exemption, approval or registration has been issued. Vehicles requiring a placard, must obtain authorization and a State HAZMAT Permit from the Colorado Public Utilities Commission. Contact Information: For authorization and more info call the Federal Motor Safety Carrier Administration, US DOT for inter- and intra-state HAZMAT Registration (303) 969-6748. Colorado Public Utilities Commission: (303) 894-2868. Discharge of Dredged or Fill Material -- 404 Permits Administered By the U.S. Army Corps of Engineers. and Section 401 Water Quality Certifications Issued by the CDPHE WQCD - Corps of Engineers 404 permits are required for the discharge of dredged or fill materials into waters of the United States, including wetlands. There are various types of 404 permits, including nationwide permits, which are issued for activities with relatively minor impacts. For example, there is a nationwide permit for utility line activities (nwp #12). Depending upon the specific circumstances, it is possible that either a "general" or "individual" 404 permit would be required. If an individual 404 permit is required, section 401 water quality certification from the CDPHE WQCD is also required. Contact the appropriate Corps District Regulatory Office for information about what type of 404 permit may be required (contact information above). Contact the CDPHE Water Quality Control Division at (303) 692-3500. Working on or in any stream or its bank - In order to protect and preserve the state's fish and wildlife resources from actions that may obstruct, diminish, destroy, change, modify, or vary a natural existing stream or its banks or tributaries, it may be necessary to obtain a Senate Bill 40 certification from the Colorado Department of Natural Resources. A stream is defined as 1) represented by a solid blue line on USGS 7.5' quadrangle maps; and/or 2) intermittent streams providing live water beneficial to fish and wildlife; and/or 3) segments of streams supporting 25% or more cover within 100 yards upstream or downstream of the project; and/or 4) segments of streams having wetlands present within 200 yards upstream or downstream of the project measured by valley length. The CPW application, as per guidelines agreed upon by CDOT and CPW, can be accessed at https://www.codot.gov/programs/environmental/ wildlife/Qu idelines. Stormwater Construction Permit (SCP) and Stonnwater Discharge From Industrial Facilities - Discharges of stormwater runoff from construction sites disturbing one acre or more - or certain types of industrial facilities, such as concrete batch plants - require a CDPS Stormwater Permit. Contact information: Contact the CDPHE Water Quality Control Division at (303) 692-3500. Website: https://www.colorado.gov/pacific/cdphe/wq-construction-general-permits and https:ilcoiorado.gov/pacific/cdphe/wq-commerce-and- industry-permits. Construction Dewatorinq (Discharge or Infiltration) and Remediation Activities - Discharges of water encountered during excavation or work in wet areas may require a Construction Dewatering or Remediation Activities Discharge Permit. Contact Information: For Construction Dewatering and Remediation Activities Discharge Permits, contact the CDPHE WQCD at (303) 692- 3500. For Applications and Instructions (CDPHE website): https://www.colorado.gov/pacific/cdphe/vrq-construction-general--permits. Municipal Separate Storm Sewer System (MS4) Discharge Permit - Discharges from the storm sewer systems of larger municipalities, and from the CDOT highway drainage system that lies within those municipalities, are subject to MS4 Permits issued by the CDPHE WQCD. For facilities that lie within the boundaries of a municipality that is subject to an MS4 permit, the owner of such facility should contact the municipality regarding stormwater related clearances that may have been established under that municipality's MS4 permit. All discharges to the CDOT highway drainage system or within the Right of Way (ROW) must comply with the applicable provisions of the Colorado Water Quality Control Act, the Water Quality Control Commission (WQCC) Regulations (https://www.coloradc.4ovfpacific/cdpr ieiwgcc-requiations-and-policies-and-water-uuality-statutes) and the CDOT MS4 Permit # COS - 000005 (https://www.codot.gov/programs/environmental/water-quality/documents). Discharges are subject to inspection by COOT and CDPHE. Contact the CDPHE Water Quality Control Division at (303) 692-3500 for a listing of municipalities required to obtain MS4 Permits, or go to https://www.colorado.gov/pacific/cdphe/wc -municipal-ms4-permits. For CDOT-related MS4 regulations, go to: https://www.codot.qov/programs/environmental/water-qualm/stormwater-programs. html. General Prohibition — Discharges - All discharges are subject to the provisions of the Colorado Water Quality Control Act and the Colorado Discharge Permit Regulations. Prohibited discharges include, but are not limited to, substances such as wash water, paint, automotive fluids, solvents, oils or soaps and sediment. Contact Information: Contact the CDPHE Water Quality Control Division at (303) 692-3500. General Authorization - Allowable Non-Stormwater Discharges - Unless otherwise ident,fied by CDOT or the WQCD as significant sources of pollutants to the waters of the State, the following discharges to stormwater systems are allowed without a Colorado Discharge Permit System permit: landscape irrigation, diverted stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air conditioning condensation, irrigation water, uncontaminated springs, footing drains, water line flushing, flows from riparian habitats and wetlands, and flow from firefighting activities. Allowable non-stormwater discharges can be found under Illicit Discharge PDD at: https://www.codot.yoviprogramsj environmental/water-quality/stormwater-programs.htmj. Contact Information: The CDPHE Water Quality Control Division (telephone #'s listed above). Erosion and Sediment Control Practices - For activities requiring a Stormwater Construction Permit, erosion control requirements will be specified in that permit. In situations where a stormwater permit is not required, all reasonable measures should be taken to minimize erosion and sedimentation according to COOT Standard Specifications 107.25, 208, 213 and 216 (https://www.codot.govi businessidesylsu_poort/2011-construction-specifications/2011-Specs/2011-specs-book). All disturbances require a stabilization plan, native seeding or landscape design plan according to applicable CDOT Standard Specifications 212-217 and 623. The CDOT Erosion Control and Stormwater Quality Guide (available from the Bid Plans Office at (303) 757-9313) should be used to design erosion controls and restore disturbed vegetation. Environmental Clearances Information Summary Page 2 of 3 Colorado Department of Transportation August 2017 . Disposal Drilling of Fluids - Drilling fluids used in operations such as Horizontal Directional Drilling may be classified as "discharges" or "solid wastes," and in general, should be pumped or vacuumed from the construction area, removed from the State Highway Right of sewers, Waste separated required the Way, solids regulations. and roadside for from are proper disposed fully fluids ditches contained Small drilling or of after at or quantities properties, permitted any infiltration in a other pit, facilities of and type drilling small of are the of quantities that man-made fluid water, not likely specifically solids provided: of to or polymer (less pose natural accept than 1) a additives nuisance the waterway 1 such cubic drilling to wastes. that yard fluid is future are prohibited of consists solids) approved Disposal work in by may of the only of Water for area, drilling be use water left Quality in 3) fluids on and drinking the -site solids into Control bentonite after storm water are either and/or clay, covered well drains, being drilling; Solid or, storm if and 2) the area Contact restored CDPHE as required (telephone by CDOT ifs listed permit above). requirements (UtUity, Special Use, or Access Permits, etc.). Contact Information: Noxious Weeds and Invasive Species Management Plan -- Noxious Weeds and Invasive Species guidance can be found by contacting the Colorado Department of Agriculture (https://www.colorado.gov/pacific/agconservation/noxiousweeds) and the Colorado Division of Parks and Wildlife (http://cpw.state.co.us/aboutus/PagesiRS-NoxiousWeeds.aspx). In either case, management I plans involving the control of noxious weeds associated with the permitted activity and cleaning of equipment will be required. Concrete Washout - Waste generated from concrete activities shall NOT be allowed to flow into the drainage ways, inlets, receiving waters, minimum Environmental find additional or in of the 50 information feet Program CDOT from ROW. state and on shall the Concrete waters, be COOT in waste drainageways, accordance website: shall hops://www.codot.gov/business/designsupport/2011-construction- to be and CDOT placed inlets. specifications in a temporary Concrete washout and concrete guidelines. shall washout only Contact be facility performed and information: must as specified be located Contact by CDPHE the a CDOT or specifications/2011-Specs ~Spill and refer to the specifications and their revisions for sections 101, 107 and 208. Reporting{ - Spills shall be contained and cleaned up as soon as possible. Spills shall NOT be washed down into the storm drain or buried. All spills shall be reported to the CDOT Illicit Discharge Hotline at (303) 512-4446 (4H20), the Regional Permitting exceeding be reported Office 25 to gallons, the and CDPHE Regional or that at may 1-877-518-5608. Maintenance otherwise Supervisor. present More an information immediate Spills on can highways, danger be found into to the at waterways, public https://www.colorado.4ov/pacific/cdphe/emeraency- shall any be reported spill in the as by calling well highway as 911, right-of-way and shall also This y About Form - Questions or comments about this Information Summary may be directed to Alex Karami, Program Admiristrator, CDOT Access Management Unit, at (303) 757-9841, alex.karami@state.co.us. Environmental Clearances Information Summary Page 3 of 3 Colorado Department of Transportation August 2017 COLORADO Department of Transportation Office of the Executive Director 4201 East Arkansas Ave, Suite 262 Denver, CO 80222 RELEASE MEMORANDUM To: All CDOT Employees From: Shailen P. Bhatt, Executive Director Re: Updated Procedural Directive 602.1 "ADA and PWFA Accommodation Procedures" Date: June 16, 2017 1. Name of Updated Procedural Directive: PD 602.1 "ADA and PWFA Accommodation Procedures" 2. Date of Directive Superseded: April 14, 2015 3. Executive Summary: PD 602.1 provides information regarding CDOT's provision of reasonable accommodation to employees, or applicants far employment, with disabilities. This PD has been updated to incorporate requirements from the Pregnant Workers Fairness Act, passed in 2016, which requires employers to provide to employees or applicants for employment reasonable accommodation for health conditions related to pregnancy, physical recovery from childbirth, or a related condition, to perform essential functions of the job, unless the accommodation would impose an undue hardship on CDOT. 4. Effective Date: June 16, 2017 5. Office to Contact with Questions: ADA Program Administrator, Division of Human Resources. 4201 E, Arkansas Ave, Suite 262, Denver, CO 80222 P 303.757.9201 F 303.757.9656 www.Codot.sov COLORADO DEPARTMENT OF TRANSPORTATION Subject ADA and PWFA Accommodation Procedures O POLICY DIRECTIVE X PROCEDURAL DIRECTIVE 602.1 Effective 6.16.17 Supersedes 4.14.15 Originating omee Division of Human Resources I. PURPOSE Title 1 of the Americans with Disabilities Act (ADA) requires the Colorado Department of Transportation to provide Reasonable Accommodation to individuals with disabilities who are Employees, or applicants for employment, except when such accommodation would cause an undue hardship. The Pregnant Workers Fairness Act (PWFA) requires the Colorado Department of Transportation to provide Reasonable Accommodations to an Employee or applicant for employment, for health conditions related to pregnancy, physical recovery from childbirth, or a related condition, to perform the essential functions of the job, unless the accommodation would impose an undue hardship on the employer's business. Discrimination and Retaliation concerns under the ADA and PWFA are addressed under Policy Directive 600.0 (Equal Employment Opportunity and Affirmative Action) and Procedural Directive 600.6. (Internal Discrimination Complaint Procedures). See also Procedural Directive 12.1 (Workplace Accommodations for Nursing Mothers) for procedures in compliance with the Workplace Accommodations for Nursing Mothers Act. IL AUTHORITY COOT Executive Director pursuant to § 43-1-105, C.R.S. Rules 4-6, 9-3 and 9-5 of 4 CCR 801-1, Personnel Board Rules and Personnel Director's Administrative Procedures Americans with Disabilities Act of 1990, 42 U.S.C. § 12101 (1990) (hereinafter "ADA"), as amended 29 C.F.R. Part 1630 29 C.F.R. § 1602.31 (record keeping) Rehabilitation Act of 1973, 29 U.S.C. § 701 (1973), as amended Page 1 of 7 SAW ADA and PWFA Accommodation Procedures Metes 602.1 U.S. EEOC Enforcement Guidance: Reasonable Accommodation and Undue Hardship under the Americans with Disabilities Act (https://www.eeoc.gov/laws/guidance/enforcement_guidance.cfm) § 24-34-402, el seq., C.R.S. §24-34-402.3, C.R.S. (Pregnant Worker's Fairness Act) 3 CCR 708-1, State of Colorado Civil Rights Commission Rules and Regulations III. APPLICABILITY This Procedural Directive applies to Employees and Job Applicants for all employment -related operations and services of CDOT, as well as to all CDOT building facilities, divisions, regions, offices and branches. IV. DEFINITIONS "Americans with Disabilities Act (ADA)" shall refer to Title I of the Americans with Disabilities Acts of 1990 and the ADAAA of 2008 which require the Department to provide equal employment opportunities for individuals with disabilities. As one of the requirements of the ADA and ADAAA, Reasonable Accommodation will be provided to individuals with disabilities who are qualified and employed by the Department or who are applicants for employment, absent undue hardship. "ADA Coordinator" shall mean the person or persons designated and trained by the Division of Human Resources in the ADA and PWFA requirements to take a lead role in conducting an Interactive Process with an Employee or Job Applicant. The list of ADA Coordinators can be found on the CDOT intranet (http://intranet.dot.state.co.us/employeestee-rights/ada-content). "Appointing Authority" for purposes of this Procedural Directive shall mean the person or persons designated to handle personnel matters or make hiring decisions. "Department" or "CDOT" shall mean the Colorado Department of Transportation pursuant to § 43-1-101, C.R.S. "Disability" shall mean a physical or mental impairment that substantially limits one or more major life activities; a record of such impairment; or being regarded as having such an impairment. "Employee" shall mean any individual who is employed with CDOT in a temporary, permanent, part-time or full-time capacity. Volunteers are not considered an "Employee" for application of this procedural directive. "Hiring Process" shall mean any aspect of the process to fill an employment position including Page 2 of 7 saka ADA and PWFA Accommodation Procedures 602.1 the application, interview, written test, or other type of job demonstration. "Interactive Process" shall mean the process by which an individual will request and/or participate in discussions with the Department for an accommodation; the Department will determine whether requirements are met, whether an accommodation is reasonable and can be provided, and examine potential alternative accommodations. "Job Applicant" shall mean any individual who has submitted an application for employment with the Department as well as any current Employee seeking promotion or transfer with the Department. "Reasonable Accommodation" shall mean any change in the work environment or in the way processes are customarily done that enables an individual with a Disability or an individual who falls under the PWFA to enjoy equal employment opportunities. A Reasonable Accommodation may include job restructuring, leave, modified or part-time schedule, modified policies, reassignment, or variations thereof. "Unfilled Position" for purposes of this Procedural Directive shall mean a position for which funding has been established, approved by the Department, and that the Department intends to fill. V. PROCEDURE A. General Requirements 1. In the following areas of employment, the Department shall comply with the ADA and PWFA requirements concerning the provision of Reasonable Accommodation: a) That is required to ensure equal opportunity in the Hiring Process; b) That enables an individual with a Disability or who has health conditions related to pregnancy, physically recovering from childbirth, or related condition, who is qualified to perform the essential functions of the position held or desired; and c) That enables the Department's Employees with disabilities or who has health conditions related to pregnancy, physically recovering from childbirth, or related condition, to enjoy equal benefits and privileges of employment as are enjoyed by other similarly situated Employees without disabilities or do not have health conditions related to pregnancy, physically recovering from childbirth or related condition. Benefits and privileges of employment shall include, but are not limited to, Department -sponsored: (I) training, (2) services such as cafeteria, lounges, auditoriums, and (3) parties or other social functions. 2. The Department, through the ADA Coordinator, will initiate an Interactive Process Page 3 of 7 Sitleet ADA and PWFA Accommodation Procedures Mader 602.1 with an Employee or Job Applicant, or his/her personal representative, to assist with the ADA or PWFA Accommodation Procedures. The Interactive Process may include the following as determined on a case -by -case basis: a) Act upon receipt of a request for an accommodation or information identifying a need; b) Determine whether the individual has a Disability as defined by the ADA; c) Determine whether the individual with a Disability is qualified (I) satisfies the requisite work experience, education, and other job related requirements for a position; and (2) can perform the essential functions of the position with or without a reasonable accommodation. d) Identify a Reasonable Accommodation, or potential undue hardship. 3. The Department is not required to provide an accommodation that would cause an undue hardship. Undue hardship means significant difficulty or expense in, or resulting from, the provision of the accommodation. Whether a particular accommodation will cause an undue hardship is determined on a case -by -case basis. The resources and circumstances of the Department as the employer will be considered in relationship to the cost or difficulty of providing a specific accommodation. An individual assessment and evaluation will be conducted through the Interactive Process by an ADA Coordinator with the recommendation to an Appointing Authority, who shall make the final determination. 4. When a Workers' Compensation process parallels the accommodation process, the Risk Management Unit will provide the necessary information to the ADA Coordinator concerning requests related to Employees also involved in Workers' Compensation claims. Workers' Compensation Injury/Illness shall mean a work -related injury or a work -related illness, as defined in the Colorado Workers' Compensation Act. B. Procedures Related to Accommodating Job Applicants and the Hiring Process 1. Human resources shall provide a Job Applicant with information as to whom to contact for an accommodation either in the job announcement or by additional notification in the Hiring process. 2. During the selection process, Job Applicants will be notified of the different aspects of the Hiring process (i.e., interview, written exam, or job demonstration, etc.). Human resources will inform the Job Applicant that if he or she requires an accommodation to participate in the process, he or she must inform human resources within a reasonably established time period prior to the administration of that aspect of the Hiring Process. If a Job Applicant has an obvious Disability or discloses information which indicates a possible need for an accommodation, human resources will initiate communication to Page 4 of 7 sow ADA and PWFA Accommodation Procedures 602.1 determine if an accommodation is required. If an accommodation is required, an ADA Coordinator will conduct an Interactive Process with the Job Applicant with a Disability for the Hiring Process. During the Interactive Process, the Department may identify a Reasonable Accommodation that will allow the Job Applicant equal opportunity during the Hiring Process. 3. After a conditional job offer is made, an ADA Coordinator may conduct an Interactive Process with the selected Job Applicant with a Disability or with an applicant who has a health condition related to pregnancy, is physically recovering from childbirth, or a related condition, to determine if the essential functions of the specific position can be performed with or without a Reasonable Accommodation. During the Interactive Process, the Department may identify a Reasonable Accommodation that will allow the selected Job Applicant to perform the essential functions of the specific position. C. Procedures Related to Accommodating Employees 1. For performance of job duties, an Employee with a Disability or a health condition related to pregnancy, physically recovering from childbirth or a related condition, should request an accommodation from his or her supervisor or manager or ADA Coordinator for all employment -related requests. A list of ADA Coordinators are posted on the CDOT Intranet(http://intanet.dotstate.co.uslemployees/ee-rights/ada-content). 2. The supervisor or manager will notify the ADA Coordinator of any request or receipt of information regarding a potential need for accommodation. The ADA Coordinator shall be the main point of contact for an Employee's request for accommodation. 3. The ADA Coordinator will conduct an Interactive Process with an Employee to determine if the essential functions of his/her position can be performed with or without a Reasonable accommodation. 4. During the Interactive Process, a Reasonable Accommodation that meets the needs of the Employee may be identified. A Reasonable Accommodation will be provided to allow an Employee with a Disability to perform the essential functions of his/her position. For employees covered by the PWFA, a temporary transfer to another position that meets the request for accommodation will be considered. 5. Reassignment is a form of Reasonable Accommodation for an Employee with a Disability (ADA only) who is qualified, made as a last resort, and is required only after it has been determined that: a) There are no effective accommodations that will enable the Employee to perform the essential functions of his/her current position; or b) All other accommodations would cause undue hardship. Page 5"of 7 Sutiect ADA and PWFA Accommodation Procedures Number 602.1 However, if both the Department and the Employee voluntarily agree that a reassignment is preferable to remaining in the current position with some form of Reasonable Accommodation, the Department may consider reassignment for an Employee. The Department will follow the process described in the Guide to determine a reassignment of an Employee. A reassignment can only made to an Unfilled Position for which the Employee meets the minimum qualifications. 6. Prior to contemplation of an administrative discharge of an Employee in accordance with State Personnel Board Rules and Personnel Director's Administrative Procedures, the Appointing Authority is required to consult with the ADA Coordinator to determine whether the ADA applies, and if so, whether the Employee can be reasonably accommodated. 7. For benefits and privileges of employment, the Department will conduct an Interactive Process with an Employee. Employees with disabilities or who fall under the PWFA will be provided a Reasonable Accommodation in order to gain access to and have an equal opportunity to participate in the same benefits and privileges of employment afforded to similarly -situated Employees without disabilities. Benefits and privileges of employment shall include, but are not limited to, Department -sponsored: (a) training, (b) services such as cafeteria, lounges, auditoriums, and (c) parties or other social functions. D. Record Keeping I . Any information regarding the Job Applicant or Employee, including medical information and the final letter of determination, obtained as part of an examination or inquiry for determining a Disability or Reasonable Accommodation under the ADA or PWFA is protected and confidential. All documents shall be kept in a separate, confidential ADA or PWFA file with limited access for the duration of employment at CDOT or for 2 years from the date of the making of the record or the personnel action involved, whichever occurs later, pursuant to 29 C.F.R. § 1602.31. 2. All ADA Coordinators will maintain records to demonstrate compliance with the ADA and PWFA requirements in accordance with state and federal requirements. For tracking and reporting requirements, a Statewide ADA Administrator will administer the ADA and PWFA program and prepare reports as necessary. 3. If the Department is notified of a charge of discrimination or pending litigation relating to the ADA or PWFA decision, the records must be maintained for two years after expiration of the eligible list or until the litigation and/or charges are resolved, whichever occurs later. Page 6 of 7 Subject ADA and PWFA Accommodation Procedures Nsifibm 602.1 VI. IMPLEMENTATION PLAN The Division of Human Resources will offer training on the ADA and PWFA, the Department's program and accommodation process to all Appointing Authorities, designees and direct reports, and ADA Coordinators. In order to conduct the Interactive Process, an ADA Coordinator must be certified by the Statewide ADA Administrator. The Office of Policy and Government Relations shall post this Procedural Directive on the CDOT intranet as well as on the CDOT public announcements. VII. REVIEW DATE This Procedural Directive shall be reviewed on or before June 2022. Shailen Executive Da of Approval Page 7 of 7 State Highway Access Permit Attachment to Permit No. 418037 - Additional Terms and Conditions 1 1. If there are any questions regarding this permit, please contact Allyson Mattson at (970) 350- 2148. 2. The Permittee or the contractor shall notify Bruce Barnett at (970) 350-2147 at least two working days prior to beginning any access improvements or construction of any kind within the State Highway right-of-way. Failure to comply with this requirement may result in revocation of this permit. 3. The Permittee shall request final inspection by Bruce Barnett at (970) 350-2147 within 10 days following the completion of access construction, and prior to authorized use. The Permittee or their representative shall be present. 4. A fully executed complete copy of this permit must be on the job site with the contractor at all times during construction. Failure to comply with this or any other construction requirement may result in the immediate suspension of work by order of the Department inspector or the issuing authority. 5. The Permittee shall refer to all additional standard requirements included with this permit and any enclosed additional terms, conditions, exhibits, and noted attachments. 6. Incorporated as part of this permit are the following: Application for Access Permit (CDOT Form No. 137) Permit (CDOT Form No. 101) and its attachments Exhibits: "A" — Access Plan "B" — Vicinity Map "C" — Seeding 7. This permit is issued in accordance with the State Highway Access Code (2 CCR 601-1), and is based upon the information submitted by the Permittee. This permit is only for the use and purpose stated in the Application and Permit. Any changes in traffic volumes or type, drainage, or other operation aspects may render this permit void, requiring a new permit to be applied for based upon the existing and anticipated future conditions. 8. All work is to conform to the plans referenced by this permit on file with the Department or as modified by this permit. (If discrepancies arise, this permit shall take precedence over the plans.) The Department plan review is only for the general conformance with the Department's design and code requirements. The Department is not responsible for the accuracy and adequacy of the design, dimensions, elevations, and any other elements which shall be confirmed and correlated at the work site. The Department, through the approval of this document, assumes no responsibility for the completeness and/or accuracy of the plans. 9. The Permittee is responsible for obtaining any necessary additional federal, state, and/or city/county permits or clearances required for construction of the access. Approval of this access permit does not constitute verification of this action by the Permittee. State Highway Access Permit Attachment to Permit No. 418037 - Additional Terms and Conditions 2 10. The State requires a Certificate of Insurance prior to commencing any work on the State Highway right-of-way. Policies shall name the State of Colorado as additional insured party. All vendors, contractors, and utility companies shall procure, at their own expense, and maintain for the duration of the work period, the following minimum insurance coverages: A. Standard workman's compensation and employer's liability, including occupational disease, covering all employees engaged in performance of the work at the site, in the amount required by State Statutes. B. Comprehensive general liability in the amount of $600,000 combined single limit bodily injury and property damage, each occurrence and $2,000,000 annual aggregate. C. Automobile liability in the amount of $600,000 combined single limit bodily injury and property damage, for each accident. Certificates of insurance showing compliance with these provisions shall be attached to and made a part of this permit and be available on the site during construction. 11. All costs associated with the installation of this access are the responsibility of the Permittee. This includes design, construction, signing and striping, utility relocation, testing of materials, and inspections. In the event a signal is warranted in the future, CDOT will not participate in any fashion with that signal installation, including financially. 12. The Department will not participate in any costs related to the design and installation of a traffic signal, should one be warranted or approved at this access location or any other serving this development. 13. The development of this property shall not negatively impact adjacent nearby properties. Correction of the problem and cost resulting from damages shall be borne by the Permittee. 14. It is the responsibility of the Permittee to determine which environmental clearances and/or regulations apply to the project, and to obtain any clearances that are required directly for the appropriate agency prior to commencing work. Please refer to or request a copy of the "CDOT Environmental Clearance Information Summary" (ECIS) for details. The ECIS may be obtained from the CDOT Permitting Offices or may be accessed via the CDOT Planning/Construction- Environmental Guidance webpage at http://www.dot.state.co.usienvironment-WFormslaw. FAILURE TO COMPLY WITH REGULATORY REQUIREMENTS MAY RESULT IN THE SUSPENSION OR REVOCATION OF YOUR CDOT PERMIT, OR ENFORCEMENT ACTIONS BY OTHER AGENCIES. ALL discharges are subject to the provisions of the Colorado Water Quality Act and the Colorado Discharge Permit Regulations. Prohibited discharges include substances such as: wash water, paint, automotive fluids, solvents, oils or soaps. Unless otherwise identified by CDOT or the Colorado Department of Public Health and Environmental (CDPHE) Water Quality Control Division (WQCD) as significant sources of pollutants to the waters of the State, the following discharges to storm water systems are allowed without a Colorado Discharge Permit System Permit: landscape irrigation, diverted State Highway Access Permit Attachment to Permit No. 418037 - Additional Terms and Conditions 3 stream flows, uncontaminated ground water infiltration to separate storm sewers, discharges from potable water sources, foundation drains, air condition condensation, irrigation water, springs, footing drains, waterline flushing, flows from riparian habitats and wetlands, and flow from fire -fighting activities. ANY OTHER DISCHARGES, including storm water discharges from industrial facility or construction sites, may require Colorado Discharge Permit System permits from CDPHE before work begins. For additional information and forms, go to the CHPHE website at: http://cdohe.state.co.us/wo/PermitsUnit/wou. 15. Should any excavation encounter plant or animal fossils, the remains of historic or prehistoric structures, artifacts, (pottery, stone tools, arrowheads, etc.), the work shall be stopped and the Permittee shall notify the Department inspector. 16. Survey markers or monuments must be preserved in their original positions. Notify the Department at (970) 350-2173 immediately upon damage to or discovery of such markers or monuments at the work site. Any survey markers or monuments disturbed during the permitted work shall be repaired and/or replaced immediately at the expense of the Permittee. 17. Landscaping and site construction shall not obstruct sight distance at any State Highway access point. Landscaping within the State Highway right-of-way requires the Permittee to obtain a CDOT Landscaping Permit from the Traffic/Access Section. The access permit does not authorize that activity. Irrigation of features within the right-of-way may require the Permittee to install a subsurface drain in accordance with CDOT Standard M-605-1 or other approved system. The Permittee shall contact Allyson Mattson at the Greeley Traffic Office, (970) 350-2148 to obtain the Landscaping Permit. 18. This permit is subject to revocation due to: 1) Noncompliance with the provisions of this permit; 2) Abandonment; 3) Supersedure by new permit covering the same installation; or 4) Conflict with necessary planned highway construction and/or improvements. The permittee shall promptly terminate occupancy upon notice of cancellation of the permit from the Department, unless a new permit is applied for and granted. 19. The Department inspector may suspend work due to: 1) Noncompliance with the provisions of this permit; 2) Adverse weather or traffic conditions; 3) Concurrent highway construction or maintenance in conflict with permit work; 4) Any condition deemed unsafe for workers or the general public. The work may be resumed upon notice from the Department Inspector. 20. If necessary, minor changes, corrections, and/or additions to this permit may be ordered by the Department inspector, other Department representative or local authority to meet unanticipated site conditions. Changes may not be in violation of the State Highway Access Code. All major changes to the plan must be approved in writing by the Department prior to commencement of any work on or within the State Highway right-of-way. State Highway Access Permit Attachment to Permit No. 418037 - Additional Terms and Conditions 4 21. Reconstruction and improvements to the access may be required when the Permittee has failed to meet the required design and/or material specifications. If any construction element fails within two years due to Improper construction or material specifications, the Permittee is responsible for all such repairs. 22. The Department retains the right to perform any necessary maintenance work in this area. 23. Routine, periodic maintenance and emergency repairs may be performed within the State Highway right-of-way, under general terms and conditions of the permit. Any significant repairs such as culvert replacement, resurfacing, or changes in design or specifications, will require written authorization from the Department. The Department shall be given proper advance notice whenever maintenance work will affect the movement or safety of traffic on the State Highway. In an emergency, the Department Region Office and the State Patrol shall immediately be notified of possible hazards. 24. Access construction methods and materials shall conform to the Colorado Department of Transportation Standard Specifications for Road and Bridge Construction (current edition). 25. All materials, equipment, installation, construction, and design, including the auxiliary lane(s) and intersection improvement(s) within the State Highway shall be in accordance with the following Department standard references as applicable. A. State Highway Access Code, 2 CCR601-1 B. Roadway Design Manual C. Materials Manual D. Construction Manual E. Standard Specifications for Road and Bridge Construction, latest edition F. Standard Plans (M&S Standards) G. Manual on Uniform Traffic Control Devices (M.U.T.C.D.) for Streets and Highways and the Colorado Supplement thereto H. A Policy on Geometric Design of Highways and Streets, American Association of State Highway and Transportation Officials (AASHTO), latest edition I. AASHTO Roadside Design Guide J. Institute of Transportation Engineer's Trip Generation Manual, 6th Edition Some of the reference materials listed above (A through E) may be purchased from: Colorado Department of Transportation Bid Plans Room 4201 East Arkansas Avenue Denver, CO 80222-3400 (303) 757-9313 The State Highway Access Code may be purchased from: State Highway Access Permit Attachment to Permit No. 418037 - Additional Terms and Conditions 5 The Public Records Corporation 1666 Lafayette Street PO Box 18186 Denver, CO 80218 (303) 832-8262 The website address is: www.cdot.*ov 26. All workers within the State Highway right-of-way shall comply with their employer's safety and health policies/procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations — including, but not limited to, the applicable sections of 29 CFR Part 1910— Occupational Safety and Health Standards and 29 CRF Part 1926 —Safety and Health Regulations for Construction. At a minimum, all workers in the State Highway right-of-way, except when in their vehicles, shall wear the following personal protective equipment: • Head protection that complies with the ANSI Z89.1-1997 standard; • At all construction sites or whenever there is danger of injury to feet, protective footwear that complies with the ANSI Z41-1999 standard will be worn • High visibility apparel as specified in the Traffic Control provision of this permit (at such a minimum ANSI/ISEA 107-1999, Class 2). Where any of the above referenced ANSI standards have been revised, the most recent version of the standard shall apply. 27. No work will be allowed at night, or on Saturdays, Sundays, and legal holidays without prior authorization from the Department. The Department may also restrict work within the State Highway right-of-way during adverse weather conditions. 28. No construction vehicles shall be parked, or construction materials/equipment stored, on the State Highway right-of-way overnight. 29. Backing maneuvers within and into the State Highway right-of-way are strictly prohibited. All vehicles shall enter and exit the highway right-of-way in forward movement. Backing into the right-of-way shall be considered a violation of the terms and conditions of the access permit and may result in revocation of the permit by the Department and/or the issuing authority. 30. Traffic detours or lane closures will not be allowed, unless pre -approved by the Department. 31. Two-way traffic shall be maintained throughout the work area at all times unless specific written authorization is obtained from the Department. State Highway Access Permit Attachment to Permit No. 418037 - Additional Terms and Conditions 6 32. Construction traffic control devices, when not in use, shall be removed or turned away from traffic. Devices must be stored outside of the roadway clear zone per the latest AASHTO guidelines. 33. Cattle guards are not permitted in State Highway right-of-way. 34. If State Highway right-of-way fence exists or is proposed, the Permittee must contact Bruce Barnett at the Greeley Traffic Office, (970) 350-2147 prior to removal or installation. The Permittee will be required to obtain a highway right-of-way fence agreement for a special fence if the Permittee desires to remove the existing standard highway fencing in this area. When it is necessary to remove any highway right-of-way fence, the posts on either side of the access entrance shall be securely braced with approved end posts and in conformance with the Department's M-607-1 standard, before the fence is cut to prevent slacking of the remaining fence. All posts and wire removed shall be returned to the Department. 35. The access shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation of construction within State Highway right-of-way. 36. All required access improvements shall be installed prior to the herein authorized use of this access. Failure to do so will result in the appropriate legal action from the Department, up to Permit Revocation. 37. The access shall be constructed and maintained as per Exhibit "A". 38. The access shall be constructed 23 feet wide with a 20 foot radius. 39. The access shall be constructed perpendicular to the travel lanes of the State Highway for a minimum distance of 40 feet, and shall slope down and away from the adjacent pavement edge at a rate of 2% grade for a minimum of 20 feet. 40. The access shall be surfaced immediately upon completion of earthwork construction and prior to use. 41. Surfacing of the access shall be completed as per Exhibit "A". 42. No paved surface shall be cut unless specified in this permit. Asphalt removal shall be saw cut to assure a straight edge for patching. Full panel concrete replacement is required for any concrete work. State Highway Access Permit Attachment to Permit No. 418037 - Additional Terms and Conditions 7 43. The new State Highway pavement shall slope on the same plane as the present pavement surface. 44. If frost, water, or moisture is present in the subgrade, no surfacing materials shall be placed until all frost, water, or moisture is gone or removed. 45. The access shall be constructed and maintained in such a manner that will not cause water to enter onto the roadway, and will not interfere with the existing drainage system within the State Highway right-of-way. Drainage to the State Highway right-of-way shall not exceed historical rate of flow. 46. All existing drainage structures shall be extended, modified, or upgraded as necessary, to accommodate all new construction and safety standards, in accordance to the Department's standard specifications. 47. The second access to the property located on the north/left side of State Highway 66 approximately 175 feet west of the permitted access must be removed in its entirety prior to use of the permitted access. Removal shall include, but is not limited to, the return of the highway right-of-way slopes, ditches, and fences to match existing adjacent conditions, INCLUDING REMOVAL OF ASPHALT APRONS. Any asphalt removed from the highway shall result in a smooth finished edge. The right-of-way must be restored to the original condition on this date using the included seeding mixture. Revegetation efforts must be continuously monitored until they are accepted by the CDOT Access Inspector. EXHIBIT "A" -- SIMPLE ACCESS DESIGN Define: Width of access exclusive of radii Radii Profile Angle if other than 900 Surfacing — material type (asphalt, grading, concrete class, total thickness, individual mat thickness for asphaltic materials) Curb and gutter type/dimensions/material Permanent signing or pavement markings necessary Drainage features — culvert type and size (no RCP in ROW), no increased runoff to ROW Special or unusual features Any landscaping in ROW SURFACING: 641 f(tt R.O.W Width 4 Zp Nap, 114 S.H. No. (s).° v\J h, ^Di 4 EXI{ , "A" • White Line ft ',LESS PERMIT _ # No* _ Center Line - Seed Mix 4 - Elevation: Low Temperature: Warm Humidity: Average Grasses 1. Big Bluestem —15% (3.6 Ibs/acre) 2. Fringed Brome — 13% (1.9 lbs/acre) 3. Sand Lovegrass — 12% (0.3 lbs/acre) 4. Green Sprangletop — 10% (0.6 lbs/acre) 5. Western Wheatgrass — 10% (3.1 lbs/acre) 6. Buffalograss — 10% (6.2 lbs/acre) 7. Sand Dropseed — 8% (0.1 lbs/acre) ForbsJShrubs/Flowering 1. Gaillardia — 7% (1.6 (bs/acre) 2. California Poppy — 5% (0.6 lbs/acre) 3. Desert Verbena — 4% (0.3 lbs/acre) 4. Palmer Penstemon — 4% (0.2 lbs/acre) S. Indian Blanket — 2% (0.3 lbs/acre) Seeding Application: Drill seed 0.25" to 0.50" into the topsoil. In areas that are not accessible to drill, hand broadcast at triple the above rate and rake 0.25" to 0.50" into the topsoil. Mulching Application: 1.5 tons of certified weed free hay per acre to be mechanically crimped into the topsoil in combination with an organic mulch tackifier at 200 pounds per acre. Note: Hydroseeding and/or Hydromulching will not be allowed. COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT APPLICATION Issuing authority appktatlon accept' r/t t j, instmctrats: . Contact the Colorado Department ofTransportation (cum aryour local goverment tdetermine your issuing authority. • Contact the issuing authority to determine what plans and other documents are required to be admitted with your application. Complete this term (some questions may not apply to you) and attach all necessary documents and Sutxnk It to the issuing authority.. Please print • Submit an application for each access affected. or type • It you have any questions contact the issuing authority. . • For Wayne' Informaton see COOTS Access Management webelte at Ihnadtwww.dot sute.cous1Aeewp rnitsrfnar:.i.tnr 1) Property owner (Permitter) Chris Cain 2) Applicant or Agent for permthee (11 different from Pryowner) Jose Ramirez Street address 1610 Skyway Drive Mailing address 420 21st Avenue, Suite 101 City, Mats a zip Longmont, CO 80504 Phone If 303-678-7028 City, state & zip Longmont, CO 80501 Phoney (required) 303-651-6626 ext 4 Email address chriseroof-check .cam E-mail address it avaifeble jcase rockyridgecivil.cam 3) Address of property to be served by permit (required) 1675 County Rd 26, Longmont, CO 80504-9516 4) Legal dasmipion of property: II within jurisdictional limits of Muniripagly, city and/or County, which one? exne Weld .meaeie mock let water I J 1 i 23. � 6� L 311 l de 5) What State Highway are you requesting access from? Highway 66 6) What side ON of the E ❑ W 7) How many feet is the proposed access from the nearest mile post? i How many feet is the proposed access from the nearest cross street? L 1,384 testCNaS EEN_ from; )1P 41 i 1,803 feetCHII BCEAIM)item: Weld County Rd 5 8) What's the approximate date you intend to begin construction? .. ,.� 5/1/2018 - 9) Check heat If you are requesting a: new access y access (duratlat anticipated: kichange) to existing access in access use • removal of access ' of an existing access (providedelail) 10) Provide existing property use Residential/Agricultural I I) Do you have knowledge �Ono There is p a of any Slate Highway access permits serving this property, or adjacent properties in which you have a property interest? yes, II yes - what are the permit numbers) and provide copies: and/or, permit date: historical existing access to the property at the exact same location. 12) Does �ptcgerh►awnerown or have any Interests in any adacentproperly? e ayes, if yes - please deserts: 13) Are there p other existing no Ryes, or dedicated pubic streets, roads, highways or access easements borderng or within the property? If yes - fist them an your plans and indicate the proposed and endst.ng access points, 14) If you are requesting agricultural field access - now many acres will the access serve? 10/,8. 15) if you are requesting cctnmerdial or industrial access please Indicate the types and number of bemresses and provide the floor area square lootage of each. busieese land use square footage business . square footage Recreational RV Park t Campground l 121 Camping Pads & 8 Cabins I 1 16) t you are requesting residential dsyslopement access, what Is the type (single family. apartment. townhouse) end number of units? . . type number of units , type number of units !1/A i f J I — I 17) Provide the following vehicle count estimates for vehicles that will use the access. Leaving the property then returning is two counts, Indicate k your counts are 'a ppeak hour volumes or (]average daily volumes. d manger cum lad IA Peeka al peak haw whams 53 a it esel lase thew It pat how whew rd welt unit wracks In mass d 30 e. a d earnWe:ea (Newoman Total count et al vehcles 53 Previous editionsue obsah{a acct may not be used Page 1 of 2 COOT Ferre #137 01110 18) Check with the issuing authority to determine which of the following documents are required to complete the review of your application. a) Properly map indicating other access, bordering roads and streetS. e) Subdivision, zoning, or development plan, b) Highway and driveway plan profile. I) Proposed access design. c) Drainage plan showing impact to the highway right-ol•way. g) Parcel and ownership maps including easements. d) Map and letters detailing utility locations before and after h) Traffic etudes. development in and along the right-of-way. it Proof of ownership. 1- It is the applicant's responsibility to contact appropriate to their activities. Such clearances may include Corps of permits, or ecological, archeological, historical or cultural Information Summary presents contact information for agencies prohibited discharges, and may be obtained from Regional CDOT Planning/Construction-Environmental-Guidance 2- All workers within the State Highway right of way shall procedures, and all applicable U.S. Occupational Safety limited to the applicable sections of 29 CFR Part 1910 - - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, respirators, gloves, etc.) shaH be worn as appropriate for minimum, all workers in the State Highway right of way, protective equipment: High visibility apparel as specified accompanying the Notice to Proceed related to this permit that complies with the ANSI 289.1-1997 standard; and at feet, workers shall comply with OSHA's PPE requirements 1926.96. If required, such footwear shall meet the requirements Where any of the above -referenced ANSI standards have apply. 3- The Permittee is responsible for complying with the Revised under the American Disabilities Act (ADA). These guidelines use of a defined pattern of truncated domes as detectable can be found on the Design and Construction Project Support <htta://www.doistate.co.usIDeslonSuctoOrt/>,, then click agencies and obtain all environmental clearances that apply Engineers 404 Permits or Colorado Discharge Permit System resource clearances. The CDOT Environmental Clearances administering certain clearances, information about CDOT Utility/Special Use Permit offices or accessed via the webpage http://www.dot.state.co.usfenvironmental/Forms.aso. comply with their employer's safety and health policies/ and Health Administration (OSHA) regulations - including, but not Occupational Safety and Health Standards and 29 CFR Part 1926 high visibility apparel, safety glasses, hearing protection, the work being performed, and as specified in regulation. At a except when in their vehicles, shall wear the following personal in the Traffic Control provisions of the documentation (at a minimum, ANSi/ISEA 107-1999, class 2); head protection all construction sites or whenever there fs danger of injury to for foot protection per 29 CFR 1910.136, 1926.95, and of ANSI 241.1999. been revised, the most recent version of the standard shall Guidelines that have been adopted by the Access Board define traversable slope requirements and prescribe the warnings at street crossings. The new Standards Plans and web page at: on Design Bulletins. If an access permit is issued to you, it will state the terms and conditions for Its use. Any changes in the use of the permitted access not consistent with the terms and conditions fisted on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury In the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. Applicant or Agent • P - ' _, lure / Print name Jose Ramirez taps 03/15/2018 If the - • •.'( t is ; • ner of the property, we require this application also to be signed by the property owner or their leg .r = i i •rzed representative (or other acceptable written evidence). This signature shall constitute agreement with this •plication by all owners -of -interest unless stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. Ply oryt re Print name Chris Cain Date 03/15/2018 12revieUs osmium us obsolete and may not be used Page 2 of 2 COOT Form 8137 evio 4158802 11/17/2015 03:47 PM Total Pages: 1 Rec Fee: $11.00 Doc Fee: $60.00 Carly Koppes - Clerk and Recorder, Weld County, CO TRUSTEE'S DEED THIS DEED, made this16th day of November, 2015, between the Tom It Kiteley Family Trust of the County of Boulder, State of Colorado, Grantor, and Chris A Cain, Grantee. NOW THEREFORE, pursuant to the powers conferred upon Grantor by the Colorado Probate Code, Grantor does hereby sell, convey, assign, transfer and set over unto said Grantee for and in consideration of Six Hundred Thousand and no/100 Dollars (S600,000.00), and other valuable consideration, the following descnbed real property situate in the County of Weld, State of Colorado: All of Subdivision Exemption No. SE -960, as shown on the Map recorded June 17, 2003 at Reception No. 3073851, located in the SW 1/4 of Section 21, Township 3 North, Range 68 West of the 6th P.M., County of Weld, State of Colorado, together with all water and water rights appurtenant to the property, including, but not limited to, all ditches and ditch rights, all reservoir rights, all wells and well rights or permits and all springs and spring rights and all of the Grantors interet in the water rights in the Kiteley and Preston Seepage Ditch number 1 in proportion to the acreage lying under said ditch in the SW 1/4 of Sec 21 and the NW 1/4 of Sec 28 T3N, R68W, said rights first decreed on May 26, 1897 by the district court of Weld County; and all pumps, irrigation pipes, motors and all other irrigation equipment and appurtenances thereto; RESERVING TO THE GRANTOR, its successors and assigns, all oil, gas and hydrocarbons in, on or under the property described above, together with the right of ingress and egress for exploration, development, production and marketing of the same. Also known as: 2343 Highway 66, Longmont, CO 80504. With all appurtenances, subject to covenants, easements and restrictions of record, and subject to general property taxes for the year 2015. As used herein, the singular includes the plural and the plural the singular. Executed this 16th day of November, 2015 Guaranty Bank and Trust Co y, successor to First National Bank of Longino Trustee of the Tom IL Kiteley Family Test STATE OF COLORADO )ss. COUNTY OF BOULDER By: V' •- Pre dent and Trust Officer The foregoing instrument was acknowledged before me this 161° day of November, 2015, by Sarah S. Sterkcl, Vice President and Trust Officer of Guaranty Bank and Trust Company, successor to First National Bank of Longmont, Trustee of the Tom R. Kiteley Family Trust. Witness my hand and official seal. My commission expires: 3 - 19 SRAM L. maim NOTMY PSEUD STATE OF COLORADO NOTARY IQ g20034024343 611! CO6MBBION WIRES 07,23/2019 4158802 11/17/2015 03:47 PM Total Pages: 1 Rec Fee: $11.00 Doc Fee: $60.00 Carly Koppes - Clerk and Recorder, Weld County, CO TRUSTEE'S DEED THIS DEED, made thisl6th day of November, 2015, between the Tom R. Kiteley Family Trust of the County of Boulder, State of Colorado, Grantor, and Chris A Cain, Grantee. NOW THEREFORE, pursuant to the powers conferred upon Grantor by the Colorado Probate Code, Grantor does hereby sell, convey, assign, transfer and set over unto said Grantee for and in consideration of Six Hundred Thousand and no/100 Dollars ($600,000.00), and other valuable consideration, the following described real property situate in the County of Weld, State of Colorado: All of Subdivision Exemption No. SE -960, as shown on the Map recorded June 17, 2003 at Reception No. 3073851, located in the SW1/4 of Section 21, Township 3 North, Range 68 West of the 6th P.M., County of Weld, State of Colorado, together with all water and water rights appurtenant to the property, including, but not limited to, all ditches and ditch rights, all reservoir rights, all wells and well rights or permits and all springs and spring rights and all of the Grantors interet in the water rights in the Kiteley and Preston Seepage Ditch number 1 in proportion to the acreage lying under said ditch in the SW 1/4 of Sec 21 and the NW 1/4 of Sec 28 T3N, R68W, said rights first decreed on May 26, 1897 by the district court of Weld County, and all pumps, irrigation pipes, motors and all other irrigation equipment and appurtenances' thereto; RESERVING TO THE GRANTOR, its successors and assigns, all oil, gas and hydrocarbons in, on or under the property described above, together with the right of ingress and egress for exploration, development, production and marketing of the same. Also known as: 2343 Highway 66, Longmont, CO 80504. With all appurtenances, subject to covenants, easements and restrictions of record, and subject to general property taxes for the year 2015. As used herein, the singular includes the plural and the plural the singular. Executed this 16th day of November, 2015 Guaranty Bank and Trust Co National Bank of Longmo Kiteley Family TAst /. By y, successor to First Trustee of the Tom it V. - P dent and Trust Officer STATE OF COLORADO )ss. COUNTY OF BOULDER The foregoing instrument was acknowledged before me this 16'" day of November, 2015, by Sarah S. Sterkel, Vice President and Trust Officer of Guaranty Bank and Trust Company, successor to First National Bank of Longmont, Trustee of the Tom R. Kiteley Family Trust. Witness my hand and official seal. My commission expires: " 03 " MYNA L. M,lcHI1lLL MOWN PROM STATE OF COLORADO NOTARY 0120001021313 MY COMMON EXPIRES wain 9 Effective May 1, 2010, the Colorado Division of Insurance Regulation 3-5-1 requires that title insurance companies charge for Ownership & Encumbrance Reports (O&E Reports). Customer: FSBO Find, USA 1335 Pleier Dr. Attn To: Chris Cain and Linda Cain Phone: (719) 574-7653 Client Reference No.: Order No: H195210 Invoice Date: 8/8/2017 Property Address: 2343 Highway 66th Longmont, CO Owner: Invoice Description Amount H195210 O&E Report with CC&R's and Plat $9.00 Total Due: PAID Please send payment to: PAID IN FULL. Please remit invoice with payment. Heritage Title Company Commonweal:If OWNERSHIP & ENCUMBRANCE REPORT Attn: Chris Cain and Linda Cain Company: FSBO Find, USA Address: 1335 Pleier Dr. Colorado Springs, CO 80921 Phone: (719) 574-7653 Fax: (000) 000-0000 Order No.: H195210 Effective Date: August 3, 2017 Fee: $9.00 Tax ID No.: R2528103 Ownership as shown on the last conveyance disclosed by Public Records: Trustee Deed recorded November 17, 2015 at Reception No. 4158802 Property Address: 2343 Highway 66th Longmont, CO Legal Description according to the last conveyance disclosed by Public Records: Trustee Deed recorded November 17, 2015 at Reception No. 4158802 Recorded Deeds of Trust, Mortgages or Other Encumbrances: No open Deeds of Trust, Mortgages or Liens found. Judgments or Liens: No open Judgments found. NOTE: This report is for the applicant's sole use and benefit. The information contained in this report has been taken from the public records without reference to, or examination of, instruments which purport to affect the real property. The Company's liability under this report is limited to the fee paid. No other representations or indemnities are made. RCPai LINE N LGI IX (70 DE MOANED) True Point f Begtmmne ER ADJACENT 5851ERi MELD' FARMS LTD PARCEL NO. 025721305040 N89'2?'00E 352.00' p A� y''- RV PADS: T ADJACENT OINAM ( ) ul LIBERTY iAl1� GRANDE INC No. 0 N Q U 459 0 .ancNO I zomcnoaoe P EXISTING GRANGE OO It . DI z 2 9 WCor.Sec2l, T3N.R68W �Pont of GiNneuCement GRAVEL RV PADS (TIP) 2" Brass Cap on 1" Pipe LS5 23500 In MOnumsnt Box I LEGEND AREA CADRES) -BASIN OR SUE —BASIN C VALUE 5—YR STORM C VALUE 100—YR STORM BASS LIMIT 0.50% ° RUNOFF FLOW DIRECTION A ZADWG\600series�6Bfir,6661 EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR DESIGN POINT PROPLRTY '3Y CPERTf IE R (WIDTH VARIES) JCR NO 665-1 370 IF CE PROPOSER RETAINNO WALL CATANl RV PADS (TYP) U.) 0. 60 0 30 60 120 Op F ORIGINAL SCALE 1"=60" EXISTING BLDG 1D BE DEMOL15HL9 A0BT DISPOSED OFFSITE ADJACENT OWNER: R0IELEY FARMS LTD PARCEL NO. 020721300046 PROPERTY LINE SISTINE BLDG TO BE RETROFITTED INTO A GAIN HOUSE C3� 'LC LIGHTNING LEGEND 4)- LIGHTNING TYPE A 41- UDHTNNG TYPE B LIGHTNING TYPE C ACCESS (TO MANN) Rocky Ridge Civil Engineering 4202104 Ark, Suila 101 Longmont CD 130501 303.591.0029 http, //recSiridgeeiviLeum SHEET NO 1 OF 2 Campground/Recreational Vehicle Park (416) Average Vehicle Trip Ends vs: Occupied Camp Sites S rtes On a: Weekday, P.M. Peak Hour of Generator Number of Studies: 3 Average Number of Occupied Camp Sites: 60 Directional Distribution: 62% entering,38% exiting ng Trip Generation per Occupied Camp Site Average Rate Range of Rates 0.41 0.38 - 0.57 Data Plot and Equation r Standard Deviation 0.64 Caution - Use Carefully - Small Sample Size 60 50 U) Lid 40 H U cp t 30 C) cti 20 F- 10 0 X 20 30 40 5C 60 70 80 90 100 110 120 130 140 X = Number of Occupied Camp Sites Actual Data Points Fitted Curve Equation: Not given Average Rate R2 _ **** Trip Generation, 8th Edition 1 704 Institute of Transportation Engineers n DELICH ASSOCIATES Traffic & Transportation Engineering imimmr/g ihimmon 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 TO: MEMORANDUM ANyson Mattson, CDOT-Region 4 Jose Ramirez, Rock Ridge Civil Engineering Unda & Chris Cain, Gopher Gulch RV Park & Campground FROM: Matt Delich DATE: June 29, 2018 SUBJECT: Gopher Gulch RV Park & Campground — Trip Generation and Traffic Assignment Analyses (File: 1655ME03) This memorandum provides trip generation information pertaining to the proposed Gopher Gulch RV Park & Campground development on a parcel north of SH66 and east of WCR5 in Weld County. The site plan is provided in Figure 1. According to available aerial photographs, the parcel is vacant, except for two buildings (house and garage) on the east portion of the site. The house has driveway access to SH66. Trip generation and traffic assignment information was requested by COOT for auxiliary lane evaluation and access permit purposes. The site is approximately 14.5 acres. The proposed uses are recreational vehicle sites and eleven rental cottages. The existing house foundation would be used and rebuilt as a reception and common building, and a maintenance building would be built. Access is intended via the existing driveway on SH66 and a proposed driveway on WCR5, approximately 250 feet north of SH66. The east portion of the site will have 28 RV sites. 6 cottages, and a caretaker house. The west portion of the site will have 59 RV sites and 5 cottages. The trip generation was calculated using Trip Generation. 10th Edition. ITE, as the reference document Campground/Recreational Vehicle Park (Code 416) and Single -Family Detached Housing (Code 210) were used to determine the trip generation. For analysis purposes, the peak hour of the generator, for the RV portion was used. The eleven rental cottages were included as RV sites for a total of 98 sites. The trip generation variable was 'occupied camp sites.' Since it is not likely that every site would be occupied at one time, this analysis reflects conservatively high trip generation. Table 1 shows the calculated peak hour trip generation for each portion of the site. The total trip generation is: 26 morning peak hour trip ends and 41 afternoon peak hour trip ends. The site plan indicates that registration would occur at the east driveway. However, registration does not necessarily occur during the peak hour of the generator for this land use. Due to the site layout, it is likely that the east driveway would be used by occupants of the east portion of the site and WCR5 would be used by occupants of the west portion of the site on an average day. It is expected that, on an average day, the trip distribution would be equally split (east and west) to/from SH66. Both the SH66/WCR5 and SH66JEast Access Driveway intersections are proposed as full -movement intersections. The trip assignment, shown in Figure 2 reflects the site layout, the trip generation, and the trip distribution. State Highway 66 is categorized as an RA Highway in this area. Given the site generated traffic assignment, auxiliary lanes will not be required at the East Site Access Driveway. Eastbound and westbound left -turn lanes currently exist at the SH66/WCR5 intersection. It is expected that the traffic impact of the proposed Gopher Gulch RV Park & Campground development will not be significant Do not hesitate to contact me if additional information is required. 4z SCALE: 1"=200' le 8;1 7% SITE PLAN 3 I Figure 1 _dI L.DELICH 1 r ---ASSOCIATES TABLE 1 Trip Generation Aide Use Size AVM*. AM Peak Hour. PM k Hour stab TriEla me to : °I:aa ! ', .°lit 210 Single-Famtiy Detached Housing - East Portion 1 DU 9.44 10 0.19 0 0.55 1 0.62 1 0.37 0 416 RV Park - East Portion 34 0.09 3 0.16 6 0.25 8 0.16 6 416 RV Park - West Portion 64 0.09 6 0.16 10 0.25 16 0.16 10 Total Trip Generation 9 17 25 16 *Daily rates not available 3/8 -J N - 3/8 SH66 2/5 1/4 --�- AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 2 _/1 L-DELICH j rASSOCI.ATES Rocky Ridge Civil Engineering Gopher Gulch RV Park & Campground Annexation Annexation Assessment Report General Project Description: The Gopher Gulch RV Park & Campground project is located east of WCR Sand south of WCR 32 and includes approximately 47.45 acres of land. The property is proposed to be used as a Recreational RV Park & Campground for tourism and leisure purposes. This park will have approximately 153 RV sites and 11 Cabins. The intent is to have the park be open from 7 a.m. to 8 p.m., seven days a week. It will have a security gate to allow guests to come and go, and there will be a curfew imposed of 10 p.m. It is anticipated that the site will have a full-time manager, 3 desk clerks, and 1 maintenance person. In the summer season, 3 additional seasonal maintenance people will be employed, and an addition part time clerks will be employed. It is anticipated that there will be two shifts per day (6 a.m. to 3 p.m.; and 1 p.m. to 9:00 p.m.). Each shift will have one employee. This park is designed for transient tourism use and will house primarily visitors to the State of Colorado. Economic Impact It is anticipated that there will be positive economic impacts on the Town due to this development. The positive impacts include but are not limited to employment opportunities, subcontract opportunities, increased tourism and sales tax among others. These economic impacts will result in a net positive benefit for the Town of Mead. Water The Gopher Gulch RV Park & Campground property is located within the Longs Peak Water District, and it is expected that domestic water will be provided by Little Thompson Water District. Through preliminary meetings and correspondence with Little Thompson Water District there needs to be infrastructure built in order to bring water service for this project. Also the site will be excluded from Longs Peak Water District and included in Little Thompson Water District. It is expected that we will have to work closely with the district to ensure that there is adequate capacity for this project as we work through the platting process. The water demand for this project is expected to be similar to projects that contain commercial development. 420 21St Ave. Suite 101 • Longmont, CO 80501 • (303)651-6626 www.rockyridgecivil.com It is expected that water for irrigation will be provided from the domestic water system. There is an existing drainage way (Liberty Gulch) that crosses the property north to south. The property owner has water the appropriate water and irrigation rights. Sanitary Sewer This property is located within the St. Vrain Sanitation District boundary. The sewer for this site will flow to an existing sanitary sewer line that also crosses the property north to south through an established easement for this purpose. The sanitary sewer flows from this project are expected to be similar to projects that contain commercial development. Natural Gas The Gopher Gulch RV Park & Campground developer will work with the natural gas service provider (Black Hills Energy, formerly Source Gas) during entitlement and development to address the impacts on the existing natural gas system. It is expected that the Gopher Gulch RV Park & Campground project will work conjunctively with the utility providers in the area to extend service lines and capacity to meet the natural gas demands of the project. Electric The Gopher Gulch RV Park & Campground developer will work with the electric service provider (United Power) during entitlement and development to address the impacts on the electrical system. It is expected that the Gopher Gulch RV Park & Campground project will work conjunctively with the utility providers in the area to extend service lines and capacity to meet the electrical demands of the project. Telephone Telephone/communication service will be provided by CenturyLink. The projected use is anticipated to be a typical usage similar to other commercial and industrial projects of this nature and size. It is anticipated that we will work with CenturyLink as we proceed through the approval and development process to ensure that the most recent technologies, including high speed internet, are available to the future commercial and industrial land uses in Gopher Gulch RV Park & Campground. Streets The Street Master Plan identifies WCR 5 as a major arterial. It is anticipated that this development would participate as appropriate in the improvement of this road to meet the arterial road sections of the Town of Mead. The internal roadways are intended to connect with the perimeter roadway in a logical way. Drainage The property drains from north to south to the existing drainage way/Liberty Gulch that crosses through the middle of the property, where it is piped and crosses State Highway 66 continuing south. There is some off -site runoff that will reach the property in significant storm events. There is an existing access road along the southern property line which prevents off -site runoff during minor events from reaching the property. There are 2 no FEMA designated special flood hazard zones identified within the boundaries of the project site based on FIRM Map Number 08123C1880E, effective January 20, 2016. The proposed project will consist of commercial development. Runoff from developed areas will be directed into water quality/detention ponds prior to discharge from the site. Detention ponds will detain developed 10 -year and 100 -year flows, and release at or below historic 10 -year and 100 -year rates. Developed drainage patterns are anticipated to generally follow historic flow paths. Modeling criteria contained in the Urban Storm Drainage Criteria Manual, by the Urban Drainage and Flood Control District, will be incorporated at final design. The Rational Method will be used to estimate peak stormwater runoff within the developed site for the minor 10 -year and major 100 -year design storms. Rainfall data will be generated utilizing methodology from the Urban Storm Drainage Criteria Manual and Town of Mead Criteria. Law enforcement Law enforcement for the Gopher Gulch RV Park & Campground project would be provided by the Town of Mead or Weld County sheriff through the existing agreement. It is not anticipated that there would be special security needs or a specific need for additional officers. Fire protection Fire protection for the Gopher Gulch RV Park & Campground project would be provided by Mountain View Fire Protection District. It is not anticipated that the Gopher Gulch RV Park & Campground project would pose special fire hazards. Fire prevention requirements, fire detection, fire lanes, emergency access, etc. would be provided as required by code. Schools The Gopher Gulch RV Park & Campground project is within the St. Vrain School District. Since there is not any residential development proposed on this property, there will be no impact to the school district. Parks and recreation Gopher Gulch RV Park & Campground is not identified on the Town of Mead comprehensive land use plan as being a location for park or bike trails. It is anticipated that the Gopher Gulch RV Park & Campground project would not include a park or bike trails due to the proposed land use, but it will have recreational amenities for guests. Environmental considerations The Gopher Gulch RV Park & Campground property includes a drainage way/Liberty Gulch that runs north through south through the property. It is anticipated that the drainage way will be improved. The remainder of the Gopher Gulch RV Park & Campground property has been historically farmed and, there are no additional environmentally sensitive areas, endangered species or significant habitats that we are aware of 3 Economic development potential The Gopher Gulch RV Park & Campground project proposes a land use for General Commercial development. It is expected that the Gopher Gulch RV Park & Campground project would provide commercial employment opportunities that are not currently available in the Town of Mead. Street Master Plan The Street Master Plan identifies WCR 5 as a major arterial. It is anticipated that this development would participate as appropriate in the improvement of this road to meet the arterial road sections of the Town of Mead. The internal roadways are intended to connect with the perimeter roadway in a logical way. Subdivision Plan The concept master plan is intended to react to the unique location and features of the site. Light Industrial (RV Park & Campground) is being proposed for the site. The proposed uses are compatible and consistent with the zoning designations on the west side of WCR 5. Comprehensive Plan The Town of Mead Comprehensive Land Use Code proposes a General Commercial (GC) zoning for this property. The proposed Gopher Gulch RV Park & Campground concept master plan is requesting zoning of Light Industrial (LI) since this zoning currently allows RV Parks & Campgrounds. Land Use Code The Gopher Gulch RV Park & Campground project is a property currently located within a planned General Commercial land use zone. With this submittal, the owners are requesting rezoning to Light Industrial (LI) since the current General Commercial classification does not allow for RV Parks & Campgrounds. It is anticipated that the Gopher Gulch RV Park & Campground project will comply with the requirements of the Town of Mead Land Use Code. Existing and Adjacent Land Use The proposed concept plan is intended to be as compatible as practical with the surrounding and adjacent land uses. The use of Light Industrial (LI) land use zoning and density as well as the use of landscape and open space buffering will help mitigate potential conflicts between land uses. East — The Gopher Gulch RV Park & Campground project is directly adjacent to farm land to the east which has not been annexed into the Town of Mead at this point. Per the Comprehensive Land Use Code, the adjacent property is currently anticipated as General Commercial (GC) which could potentially change with the adoption of the revised Comprehensive Plan. 4 West — The Gopher Gulch RV Park & Campground project is directly adjacent to WCR 5 along the western edge of the property. Development along the west side of WCR 5 is planned as a General Commercial (GC) use which falls within a Town of Mead General Commercial Entry Corridor zone district as well as property that is not currently part of the Town of Mead. North — The adjacent land use to the south is currently not a part of the Town of Mead and it is currently farmed. The proposed Gopher Gulch RV Park & Campground concept plan is generally consistent with the Town of Mead comprehensive land use code. An existing drainage way (Liberty Gulch) as well as an existing pond along the northern boundary will provide some buffer between these two properties. South — The adjacent land to the south consists of the Highway 66 Right of Way and a separate located near the southwest corner of this property. This land is currently not a part of the Town of Mead. Per the Comprehensive Land Use Plan, it is currently listed as Commercial Mixed -Use (CMU). The proposed Gopher Gulch RV Park & Campground concept plan is generally consistent with the Town of Mead comprehensive land use plan with the land use proposed as Light Industrial (LI). 5 Rocky Ridge Civil Engineering Annexation Impact Report Gopher RV Park 2343 Hwy 66, Longmont, Colorado Prepared for: Town of Mead P.O. Box 626 Mead, CO 80542 Prepared by: Rocky Ridge Civil Consultants 420 21St Avenue, Suite 101 Longmont, Colorado 80504 (303) 651-6626 February 2019 RRCC Job#686-1 Table of Contents 1)Project Description 2)Municipal Services 3)Special Districts 4)School District Impact 5)Exhibits A. Existing Conditions Map and Proposed Land Use Map Forward: This "annexation impact report" has been prepared pursuant to Section 31-12-108.5 Colorado Revised Statutes, 1986 Repl. Vol. Contained in Appendix "A" is a map depicting the proposed annexation, the existing and proposed public services to the property and the existing and proposed land use for the property. I. Project Description: The property proposed for annexation consists of approximately 47.45 acres of farmed land and is located east of WCR 5, north of State Highway 66. The annexation is contiguous to the Town. It satisfies the 1/6 contiguity with the Town boundaries required by statute. The land proposed to be annexed is owned by Chris A. Cain. The marketability of the site is further enhanced by the easy access to 1-25 and the North Denver area, including the new airport now under construction. The land is currently zoned by Weld County. In conjunction with the proposed annexation, the zoning will change to in conformance with the Town's Land Use Code. Adjacent land uses include agriculture, and rural residences on large lots. II. Municipal Services: Municipal services for the Annexation will be provided in the following manner: Electricity Electric services are to be provided by the present supplier, United Power Inc., the electric franchisee for the Town of Mead. Telephone Century Link. Water Little Thompson Water District Sanitary Sewer Sewer service will be provided by St. Vrain Sanitation District. Fire The site is currently served by the Mountain View Fire Protection District. Police Weld County Sheriff, under contract with the Town of Mead. Street Maint. Maintenance of roadways within the annexation will be provided by the Town after construction to Town specifications and acceptance by the Board of Trustees. 420 21st Ave. Suite 101 • Longmont, CO 80501 • (303)651-6626 www.rockyridgecivil.com Financing the municipal services within the area to be annexed is addressed in an annexation agreement between the applicant and the Town of Mead. The annexation agreement is currently under negotiation and is not available at this time. III. Special Districts: The area to be annexed is included within the following special districts: St. Vrain Sanitation District St. Vrain Valley School District Mountain View Fire Protection District Northern Colorado Water Conservancy District St. Vrain - Left Hand Water Conservancy District Longs Peak Water District (To be excluded and included to Little Thompson Water District) IV. School District Impact: It is anticipated that the annexation will bring a benefit to the St. Vrain School District RE1J due to the increase in valuation. V. Exhibits: A. Existing Conditions Map and Proposed Land Use Map 4 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 10/12/2018 12:08:11 PM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 ft of Parcel # 120721300047 Account Parcel Owner Mailing Address R4758786 120720000047 RYMAN MICHAEL RONALD 1995 HWY 66 LONGMONT, CO 80504 R4758886 120720000048 HELDT MICHAEL P R4758886 120720000048 WRONSKI KENNETH M 14077 COUNTY ROAD 5 LONGMONT, CO 805049642 R4758986 120720000049 MCATEE SEAN R4758986 120720000049 HAYS WILLIAM 14153 COUNTY ROAD 5 LONGMONT, CO 805049642 R0909501 120720000096 HALEY LAND COMPANY LLC C/O JOHN HALEY 14491 COUNTY ROAD 5 LONGMONT, CO 805049642 R0909601 120720000097 HALEY LAND COMPANY LLC C/O JOHN HALEY 14491 COUNTY ROAD 5 LONGMONT, CO 805049642 R4760286 120721000006 LIBERTY HALL GRANGE INC No. 459 1205 LINCOLN ST LONGMONT, CO 805013817 R0166888 120721000043 CENTRAL GARDEN & PET COMPANY 2389 STATE HIGHWAY 66 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 10/12/2016 12:08:11 PM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered_ This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Property Owners Within 500 ft of Parcel # 120721300047 Signature Date Account Parcel Owner Mailing Address LONGMONT, CO 805049608 R2528003 120721300046 KITELEY FARMS LTD 13844 COUNTY ROAD 7 LONGMONT, CO 805049611 R2528103 120721300047 CAIN CHRIS A 1675 COUNTY ROAD 26 LONGMONT, CO 805049516 R8944198 120721401001 EQUINOX MEAD LLC 10450 E 159TH CT BRIGHTON, CO 806027977 R4769786 120728000029 MAC DOWELL JAMES L JR & KARIN C 13926 CR 5 LONGMONT, CO 80501 R4770086 120728000037 SILENGO MYRA 2498 STATE HWY 66 LONGMONT, CO 80504 R4770686 120729000025 HEIL JACOB SCOTT 9747 COUNTY ROAD 26 FORT LUPTON, CO 806219708 R8077600 120729000089 OLANDER DEAN L COMPANY R8077600 120729000089 OLANDER DOROTHY A FAMILY TRUST 13799 COUNTY ROAD 5 LONGMONT, CO 805049640 Town of Mead 441 Third Street P.O. Box 626 970-535-4477 Mead, CO 80542 www.townofinead.org .ANNEXATION TECHNICAL CRITERIA FOR\I Project Name Gopher Gulch RV Park & Campground Project Address and Legal Description 1675 County Rd 26, Longmont, CO 80504-9516 Sub. Exempt No. SE -960 Date Submitted 10-17-17 Fees Submitted Waived Please provide the following to the Town Clerk with this checklist form. For additional information, refer to 16-8-101 through 16.8.109 of the Mead Town Code. X X X X X X X X X X 1. Five (5) paper copies of the complete annexation application package in D -ring binders. 2. All maps, legal descriptions and surrounding property owner information on 3 CDs. 3. Land Use Application Form, including certification of ownership. 4. Fee Agreement and Deposit. 5. Surrounding and Interested Property Ownership Report. 6. Letter of Intent to Annex. 7. Annexation Petition. The applicant shall submit a petition for annexation complying with the requirements of C.R.S. § 31-12-107. The Town's standard form petition shall be utilized. The petition shall contain the following statements: An allegation that it is desirable and necessary that the area be annexed to the municipality. An allegation that eligibility requirements and limitations have been met or addressed respectively. An allegation that the petitioners comprise the land owners of more than fifty (50) percent of the territory included in the proposed annexation area (excluding streets and alleys). A request that the annexing municipality approve the annexation. Annexation Technical Criteria Form 08/09 Page 1 of 11 x X X X X X x X If not already included, consent to the inclusion of the property into the applicable special districts as appropriate. A waiver of any right to election pursuant to Section 28 of Article X of the Colorado Constitution before a district can impose property tax levies and special assessments. The dated signatures of petitioning landowners. Petition signatures must be signed within one hundred eighty (180) days of the date the petition is first submitted to the Town Clerk. The mailing address of each signer of the petition. The full legal description of land owned by each signer of the petition (if platted, by lot and block; if un-platted, by metes and bounds). The affidavit of each petition circulator that each petitioner's signature is valid. 8. Annexation Map. The annexation map shall be signed and sealed by the registered land surveyor or engineer preparing the map, or under whose supervision the annexation map was prepared. Provide one (1) "Annexation Map Land Surveying Standards Checklist" completed by the Surveyor (attach to the "original" application packet). The annexation map shall be an original drawing on 24" x 36" flat, spliceless, tapeless and creaseless sheet(s) of double matte mylar film with a uniform thickness of not less than .003 of an inch, using only permanent black ink that will adhere to drafting films, or an acceptable "fix -line" photographic reproduction (emulsion down), or a computer generated reproduction of the original drawing. A margin line shall be drawn completely around each sheet leaving a margin at least one-half (1/2) inch on three sides and a margin at least two (2) inches on the left (short) side, entirely blank. Unless otherwise specified, text and numbers are to be large enough to be clearly legible at the scale drawn. Paper copies of the annexation map(s) shall be blue tine or black line copies of the original, folded to 12" x 9" size. The applicant shall also provide paper 11" x 17" and 8'h "x 11" reductions of the annexation map(s). The annexation map shall be drafted at a scale that best conveys the detailed survey, and confines the drafting error to less than one (1) percent. Acceptable scales are 1"...50' or 1"=100' and for annexations exceeding one hundred (100) acres, 1"w200'. In special instances another scale may be approved by the Town. When an annexation requires multiple sheets, an index (composite map with match lines) shall be provided that delineates the boundaries and identify each sheet number. The scale of a composite map may be different from the individual sheets, as approved by the Town. A "title sheet" containing the certifications and signature blocks shall be provided in the event that the annexation map sheet is too crowded. Annexation Technical Criteria Form 08/09 Page 2 of 11 x X X X X The title shall be centered at the top of the sheet along the long dimension of each sheet shall include the name of the proposed annexation. A general legal description stating the section, township, range, 6th P.M., Town of Mead, Weld County, Colorado, shall be included under the name. On the title sheet (Sheet #1), under the general legal description, include the total acreage. Annexation names may not duplicate existing annexation names. Example: PINE VIEW ANNEXATION TO THE TOWN OF MEAD, WELD COUNTY, COLORADO A Part of the E/2 of Section 23, Township _North, Range _West, _th P.M., Mead, Colorado 78.05 Acres There shall be a title block in the lower right-hand corner, or along the right-hand margin that contains the name, address and telephone number of the land owner, the developer, and the engineer or surveyor preparing the drawing, an appropriate title for the drawing, the preparation date, sheet number, the preparer's project identification numbers, revision dates, draftsman's initials, and the electronic drawing file name (matching the AutoCADTM drawing file provided to the Town). Adjacent to the title block, in the lower right-hand corner, there shall be a legend block which shall include a description of lines, points and symbols, a double - headed north arrow designated as true north and a written and graphic scale. Adjacent to the right margin, or in a column to the right of the center of the title page if the page is crowded, there shall be the Town's standard statement of ownership containing a written metes and bounds legal description of the land to be annexed (including the full width of abutting roadways not already within the Town) followed by the owner's signature block(s) and notary block(s), one for each owner or mortgagee. Immediately following the ownership certificate, there shall be the Town's standard Surveyor's certificate, signed, dated and sealed by a licensed surveyor or engineer. Immediately following the Surveyor's certificate, there shall be the Town's standard certificate blocks for the Planning Commission and Board of Trustees. Immediately following the Board of Trustees approval certificate, there shall be the Town's standard recording certificate block for the Weld County Clerk and Recorder. The Annexation Map shall contain on its face the following certificates. Text is to be 10 pt. (0.13888") AutoCADTM Roman Simplex, Helvetica, Arial or similar "san serf" type. Add signature lines to the Certificate of Ownership and spaces in the Notary Certificate as necessary for multiple owners. Add additional Notary Certificates as necessary for out-of-town signatories. Remove "extra" titles and signature lines in the Certificate of Ownership and spaces in the Notary Certificate as appropriate. The certificates are to be placed in columns not more than 6''✓:" in width. If multiple columns are required, separate the columns by 1". Legal descriptions are to contain a blank line separating each clause in the description. Annexation Technical Criteria Form 08/09 Page 3 of 11. X X A vicinity map that depicts the area to be annexed and the area which surrounds the proposed annexation within a two -(2) mile radius superimposed on a current USGS Topographical Map, maintaining the same scale shall be placed on the left side of annexation map, outside the boundary of the area being annexed, or on the left side of the title sheet. The annexation map drawing shall contain the following: • Show the outline of area to be annexed with boldest line. • For all references, show book, page, map number, etc., and place where publicly recorded. • Show all recorded and apparent rights -of -way lines of roads both within and without the periphery of land to be annexed; these roads are those which are adjacent, adjoining, contiguous, and/or coincident with boundary. Provide all road names, right-of-way widths at each leg of an intersection, at the point of curve and point of tangent, at dead ends and at angle points; and right-of-way lines with accurate bearings and dimensions including chord lengths and bearings, central angles and radii of all curves. Whenever the centerline of a road has been established or recorded, the date and recording information shall be shown on the Annexation Map. • Show on the annexation map, next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the Town and the contiguous boundary of any other municipality abutting the area proposed to be annexed. A hatched boundary line shall be used to depict the boundary contiguous to the Town (example: ///////////). • Show section, quarter section, and other monument corners. Display ties to section corners and to the State grid, if available, which show dimensions of all primary boundary survey control points with complete monument and location descriptions, all parcel lines showing dimensions with lengths, bearings, and curve data, including chord lengths and bearings, basis of bearings and relation to true meridian and similar data. Only circular curves shall be used. No spirals, parabolas, etc. shall be used. All dimensions are to be shown to the nearest 0.01' or in the case of degrees, to the nearest second. An accuracy of 1:50,000 (second order) minimum for linear and angular (bearing) closure shall be required for the boundary. All internal lots, tracts, or parcels shall have a closure accuracy of 0.01'. • Provided a description of all monuments, both found and set, which mark the boundaries of the property and of all control monuments used in conducting the survey. • Show the location of each ownership tract in un-platted land, and if part or all of the area is platted, the boundaries and plat numbers of plots or of lots and blocks. • Show the names and locations of all abutting subdivisions. The locations of all abutting un-platted parcels and public lands shall be depicted and designated as such. • The ownership identity of all mineral rights shall be designated on the map. Annexation Technical Criteria Form 08/09 Page 4 of 11 • Show the purpose, widths, location (with fine dashed lines) and ownership of all easements and all abutting easements, including but not limited to utility, oil and gas gathering and transmission lines and irrigation ditches (fee or prescriptive). If any easement already of record cannot be definitely located, a statement of its existence, the nature thereof and its recorded reference must appear on the title sheet. The widths of all easements and sufficient data to definitively locate the same with respect to the parcel to be annexed must be shown. All easements must be clearly labeled and identified. If an easement shown on the annexation map is of record, its recorded reference must be given. • All lines, names and descriptions on the annexation map which do not constitute a part of the annexation shall be depicted in dashed or screened lines. Any area enclosed by the annexation, but not a part thereof, shall be labeled "Not a Part of This Annexation." • Accurately locate 100 -year floodplains, all existing and proposed watercourses, retention and detention areas, wetlands, aquifer recharge areas, streams, lakes, or inlets on the affected property. • Show clearly the length and bearing of all lines described in the written description. • Show section numbers, quarter section quadrants, township and range lines, and label each. • Show all lines, calls, arcs, etc., described in written description. • Circle or place an ellipse around each location where a detail drawing will be provided, and provide designation for each detail such as "See Detail A." • Show "Point of Beginning" in bold letters with an arrow. • Show "True Point of Beginning" with bold letters and arrow, when appropriate. • A map note shall indicate the total perimeter of the annexation boundary, the contiguous length to the existing Town boundary and the length representing one -sixth (1/6) of the total annexation boundary perimeter. • Lot and block numbers if the area is already platted. • Existing easements. X X X Ownership of each adjacent parcel to the annexation. An AutoCADTM drawing file as required by the Town Engineer of the annexation map(s) and title sheets and all fonts used, shall be provided on compact disks, or by other acceptable electronic transfer. Large drawing files are to be compressed. If multiple maps are used, one drawing file must combine all the parts into one map showing the entire annexation. AutoCADT"' drawing files of each revision to the annexation map shall be provided at the time the revision is submitted to the Town. 9. Concept Plan Map. Paper copies of the concept plan map(s) shall be blue line or black line copies of the original, folded to 12" x 9" size and shall contain the following: Show the boundary of the area to be developed; Annexation Technical Criteria Form 08/09 Page 5 of 11 x X X X X X X x X X Provide a written legal description of the area to be developed; Show the general location of each proposed land use on the property and the percentage of the whole for each use. General location of land uses may be shown as irregular graphic shapes depicting the approximate size and relationship to adjacent land uses. A table shall be used to list densities and land use by type, including the area of each, the density of residential development and the maximum and minimum lot sizes, and the maximum square footage of commercial and industrial buildings and the maximum and minimum lot sizes; Show existing and proposed arterial and collector streets and their relationship to the principal land uses on the site; Show existing and proposed major utility lines or facilities and their relationship to the principal land uses on the site; Show contour lines at ten (10) foot intervals, except when there are significant geographical features on the land and a different interval is determined to be more appropriate; and Show significant natural or manmade features on the site and contiguous to the property, including but not limited to, bluffs, tree galleries, lakes and ponds, irrigation ditches, watercourses and wetlands. An AutoCADTM drawing file and any other electronic submittal, as may be required by the Town, of the concept plan map(s) and title sheets and all fonts used, shall be provided on Town approved electronic transfer formats. Large drawing files are to be compressed. If multiple maps are used, one drawing file must combine all the parts into one map showing the entire annexation. AutoCADTM drawing files and any other electronic submittal, as may be required by the Town, of each revision to the concept plan map shall be provided at the time the revision is submitted to the Town. 10. Title Commitment. The applicant shall submit proof of ownership in the form of a current title commitment, issued by a title insurance company licensed by the State of Colorado, whose effective date shall be less than (30) thirty days prior to the date of submittal of the annexation petition. 11. Property Tax Statement. A copy of the prior year's property tax statement for all property to be annexed. 12. Annexation Impact Report. A draft annexation impact report conforming to C.R.S. § 31-12-108.5 is required for areas of ten (10) or more acres. Any deviation from the Town's standard form will require review and approval by the Town Attorney before the annexation impact report is accepted for processing by the Town. The impact report shall contain the following information: Annexation Technical Criteria Form 08/09 Page 6 of 11 X X X x X A map or maps of the municipality and adjacent territory showing the present and proposed boundaries of the municipality in the vicinity of the proposed annexation; the present streets, major trunk water mains, sewer interceptors and outfalls, other utility lines and irrigation and drainage ditches, and the proposed extension of such streets and utility lines in the vicinity of the proposed annexation; and the existing and proposed land use pattern in the areas to be annexed; A copy of any draft or final pre -annexation agreement, if available; A statement setting forth the plans of the municipality for extending to or otherwise providing for, within the area to be annexed, municipal services performed by or for the municipality at the time of annexation; A statement setting forth the method under which the municipality plans to finance the extension of the municipal services into the area to be annexed (those municipal services supplied by the Town; A statement identifying existing special districts within the area to be annexed; and A statement on the effect of annexation upon local public school district systems including the estimated number of students generated and the capital construction required to educate such students. 13. Consistency with the Town Comprehensive Plan. The applicant is required to provide a narrative response related to the conformance of the project to the goals identified in the Comprehensive Plan. 14. Water Rights. The applicant shall provide a "Water Rights Report" for the property prepared by a qualified water engineer or water attorney detailing the water rights appurtenant to and severed from the property to be annexed and their historical use. The report must include both surface (tributary) and subsurface (non -tributary and not non - tributary groundwater). In addition the applicant shall provide a signed standard form warranty deed for the transfer of all subsurface (non -tributary) water rights to the Town. 15. Zoning of Property to Be Annexed. If zoning is requested simultaneously with annexation, the petitioner must submit a completed Zoning Application form, provide a Zoning Map for the property, a zoning amendment map amending the official zoning map and pay the application and recording fees. If zoning is not requested simultaneously with annexation, the property is required by statute to be brought under the Town's Zoning Code and Zoning Map within ninety (90) days of the completion of the annexation process. 16. Annexation Assessment Report. The application is to be accompanied by a narrative report assessing the effect of the proposed annexation upon the community and existing services and facilities. It shall detail the need for any expansion of those services and facilities to accommodate the development proposed for the property being annexed. The narratives shall be one or more paragraphs in length, and adequate to fully explain the Annexation Technical Criteria Form 08/09 Page 7 of 11 needs, concepts and proposed solutions for each of the following: X X X X X X X X X X An assessment of the community needs for the proposed annexation and land use; The economic impact to the municipality of the proposed annexation. This is to include an analysis of short-term and long-term municipal revenues to be generated by the development, short-term and long-term municipal expenses likely to be incurred as a result of the annexation and development, and proposals to mitigate any negative impacts; The school impact including an estimated of the number of students to be generated by development of the property, capital construction required to educate the students, and proposals to mitigate any negative school impacts; The impact on the existing transportation system and proposals to mitigate any negative transportation impacts upon the community (arterial and collector street improvements, intersection improvements, intersection signalization, alternative modes of transportation, etc.) The impact of the proposed development on the existing storm drainage system and proposals to mitigate any negative drainage impacts upon the community (historic rainfall drainage patterns, detention and retention areas, storm sewer requirements, discharged irrigation ditches, floodways and floodplains, etc.). The impact of the proposed development on the Town's Law Enforcement Agency or Police Department and proposals to mitigate any impact upon the existing police services (special security needs, additional officers required, additional equipment requirements, etc.); The impact of the proposed development on the appropriate Fire Protection District and proposals to mitigate any impact upon the existing fire protection services (special fire hazards, fire prevention, fire detection, emergency access, additional equipment requirements, additional manpower requirements, additional fire stations, etc.); The impact of the proposed development on the Town's park facilities and recreation programs and proposals to mitigate any impact upon the existing facilities and programs (additional facilities, additional recreation programs, additional personnel required, etc.); The impact of the proposed development on the environment of the Town and proposals to mitigate any negative impact (identify environmentally sensitive areas, endangered species, significant habitats, etc.); The short-term and long-term economic development potential for the property (numbers of jobs to be created, sales and use tax generation, property tax generation, utility revenue generation, incentives to be offered, etc.); Annexation Technical Criteria Form 08/09 Page 8 of 12 X X X X X X The compatibility of the proposed development with the street master plan as depicted in the Town Comprehensive Plan and proposals for mitigating any negative impact; The compatibility of the proposed development with the Town Comprehensive Plan and any plan amendments that may be necessary for the proposed development; The compatibility of the proposed development with the Town Land Use Code and any deviations in setbacks, space requirements, and permitted uses that may be required for the proposed development; and A review of existing and adjacent land uses, areas of compatibility or conflict, and possible mitigation measures that may be required for the proposed development. Letters of Support. The application is to be accompanied by letters of support indicating a commitment to serve from each special district servicing the area to be annexed. A water supply study must be prepared by a Colorado registered professional engineer or other water supply expert. The report must comply with the requirements of C.R.S. 29-20-301 through 306. 17. A draft Annexation Agreement. Applicant Certification Sign in blue ink. Attach additional pages with certification language and signatures if more than two applicants. I (We) certify s plication and submittals hereto are complete and accurate. ,r /Z! e///7 Applican )1, Date /a.1/. /7 Applica Date Annexation Technical Criteria Form 08/09 Page 9 of 11 Staff Use Only Upon acceptance of this application by the Town as a complete application, a copy of this form, with anticipated hearing dates, shall be provided to the applicant by the Town. Anticipated hearing dates may not be actual hearing dates depending upon referral comments received by the Town. Application Accepted Date Fees Accepted Date Amount By _ Application Determined Complete Date By Annexation Referral to Board of Trustees Board of Trustees Findings of Substantial Compliance Date Planning Commission Public Hearing Date Board of Trustees Public Hearing Date By I. Applicant submits forty-four (44) copies, of which nineteen (19) should be individually bound in D -ring binders, of the application to the Town Clerk. In addition to any hard copies required, all maps, legal descriptions and property ownership reports will be provided on three (3) CDs. The original application and all documents requiring a signature shall be signed in blue ink. 2. Town Clerk to provide Notice of Public Hearing for Annexation published four successive weeks. 3. Town Clerk sends a copy of the published notice, together with a copy of the adopted Resolution and the petition as filed, shall be sent by certified mail, return receipt requested, to the Weld County Board of County Commissioners and the Weld County Attorney and any special district or school district having territory within the area to be annexed, at least (25) twenty-five days prior to the date fixed for the public hearing. 4. Town Clerk sends referrals and surrounding property owners' notifications sent no later than thirty (30) days prior to the Planning Commission Public Hearing. 5. Town Clerk sends notifications regarding "flagpole" annexations, if applicable. 6. The petitioner shall be responsible for posting the property. The petitioner shall submit a signed, notarized affidavit certifying that the property was posted on the required date and in the locations as approved by the Town. Annexation Technical Criteria Form 08/09 Page 10 of 11 7. After final passage of the annexation ordinance, the applicant shall submit four (4) mylars and one (1) paper copies of the final annexation map within thirty (30) days of the effective date of the ordinance. The Town will file one (1) mylar and one (1) paper copy of the annexation map with the original of the annexation ordinance in the office of the Town Clerk. The Town will file for recording three (3) certified copies of the annexation ordinance and annexation map with the County Clerk and Recorder. The Town shall request the Weld County Clerk to forward one (1) copy of the annexation map and ordinance to the Division of Local Government in the Colorado Department of Local Affairs and one (1) copy of the annexation map and ordinance to the Department of Revenue of the State of Colorado. Annexation Technical Criteria Form 08/09 Page 11 of 11 PETITION FOR ANNEXATION TO: THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: I, Chris Cain the undersigned landowner(s), in accordance with Colorado law, hereby petition the Town of Mead and its Board of Trustees for annexation to the Town of Mead of the following described unincorporated territory located in the County of Weld and State of Colorado, to -wit: A PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST, OF THE 6TM PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO. As part of this petition, your petitioner further states to the Board of Trustees of Mead, Colorado that: 1. It is desirable and necessary that the territory described be annexed to the Town of Mead. 2. The requirements of C.R.S. Sections 31-12-104 and 31-12-105, as amended, exist or have been met in that: a) Not less than one -sixth of the perimeter of the area proposed to be annexed is contiguous with the Town of Mead or will be contiguous with the Town of Mead within such time as required by 31-12-104. b) A community of interest exists between the area proposed to be annexed and the Town of Mead. c) The area proposed to be annexed Is farm land or will be developed into an RV Park & Campground in the near future. d) The area proposed to be annexed is integrated with or is capable of being integrated with the Town of Mead. e) No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road, or other public way. f) No land within the boundary of the area proposed to be annexed which is held In identical ownership, comprises twenty acres or more, and which, together with the buildings and improvements situated thereon has an assessed value in excess of two hundred thousand dollars (5200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g) No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h) The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district. I) The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the Town of Mead more than three miles in any direction from any point of the boundary of the Town of Mead in any one year. j) Prior to completion of the annexation of the territory proposed to be annexed, the Town of Mead will have in place a plan for that area, which generally describes the proposed: Location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways. Playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the Town of Mead; and the proposed land uses for the area; such plan to be updated at least once annually. k) In establishing the boundary of the territory proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the territory to be annexed. The Town of Mead will not deny reasonable access to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the Town of Mead but is not bounded on both sides by the Town of Mead. 3. The owners of more than fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and herby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing the information following: a) A written legal description of the boundaries of the area proposed to be annexed; b) A map showing the boundary or the area proposed to be annexed, said map prepared and containing the seal of a registered engineer; c) Within the annexation boundary map, a showing of the location of each ownership tract in unpiatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; d) Next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the Town of Mead and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. 5. Upon the Annexation Ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, rules, and regulations of the Town of Mead, except for general property taxes of the Town of Mead which shall become effective as the January 1 next ensuing. 6. The zoning classification (land use) requested for the area proposed to be annexed is General Commercial (GC). WHEREFORE, the following petitioner respectfully requests that the Town of Mead, acting through its Board of Trustees, approve the annexation of the area proposed to be annexed. By this acknowledgment, the undersigned hereby certify that the above Information is complete and true. (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or Ilenholder shall also sign the Application.) Certificate of Ownership. Know all men by these presents that C."/� hPiS if -AM being the Owner(s), Mortgagee or I-ienholder of certain lands in Weld County, Colorado, exdusive of public rights -of -way; have herewith petitioned to the Town of Mead for the annexation of the property being described as follows: A PARCEOF LAND LYING WITHIN THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST, OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; THENCE N00'01'05"E, ALONG THE WEST UNE OF SAID SOUTHWEST QUARTER OF SECTION 21 A DISTANCE OF 199.01' TO THE SOUTHWEST CORNER OF SUBDIVISION EXEMPTION NO. SE -960 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST UNE OF SAID SOUTHWEST QUARTER OF SECTION 21 AND THE WEST LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960, N00'01'OS"E A DISTANCE OF 280.22'; THENCE N89'25'00"E ALONG THE NORTH UNE OF SAID SUBDIVISION EXEMPTION NO. SE -960 A DISTANCE OF 1626.06' TO THE NORTHEAST CORNER OF SAID SUBDIVISION EXEMPTION NO. SE -960; THENCE 525'10'00"E ALONG THE EAST UNE OF SAID SUBDIVISION EXEMPTION NO. SE -960 A DISTANCE OF 429.98' TO THE SOUTHEAST CORNER OF SAID SUBDIVISION EXEMPTION NO. SE -960; THENCE ALONG THE SOUTH LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960 THE FOLLOWING 3 CALLS; 589'25'00"W A DISTANCE OF 1457.05'; THENCE N00'01'05"E A DISTANCE OF 111.21'; THENCE 589'21'00"W A DISTANCE OF 352.00' TO THE TRUE POINT OF BEGINNING, Thus described tract contains 14.52 acres more or less, together with and subject to all easements and rights -of - way existing and/or of public record. Executed thiso?/ day of/Jtrin.4€( , 20 /7 . Owner State of Colorado } }ss County of The foregoing certificate of ownership was acknowledged before me by and this day of , 20 . Witness My Hand and Seal Notary Public My commission expires Survevino Certificate. I, Andrew J. Patterson, a registered Professional Land Surveyor in the State of Colorado, do hereby certify that the Annexation Map shown hereon is a correct delineation of the above described parcel of land and that at least one - sixth (1/6) of the peripheral boundary of said parcel is contiguous to the present boundary of the Town of Mead, feet contiguous, perimeter feet. I further certify that this map and legal description were prepared under my personal supervision on this day of ,20_. by (SEAL) (registered land surveyor, reg. no.) Planning Commission Certificate. Reviewed by the Mead Planning Commission this day of , 20 Chairman Attest: Planning Commission Secretary Certificate of Aooroval by the Board of Trustees. This annexation map of the " Annexation to the Town of Mead" Is approved and accepted by Ordinance No. passed and adopted at the regular meeting of the Board of Trustees of Mead, Colorado, held on 20_, and recorded on , as Reception No. In the records of the Clerk and Recorder of Weld County, Colorado by the Board of Trustees of Mead, Colorado. Mayor Attest: Town Clerk Recorder's Certificate. This Annexation Map was filed for record in the office of the County Clerk and Recorder of Weld County at o'clock, _M., on the _ day of A.D., 20_, in the book page, map reception no. Weld County Clerk and Recorder by: Deputy CONCEPT PLAN (MAP) Modified Standard Form Signature Blocks Certificate of Ownership. Know all men by these presents that being the Owner(s), Mortgagee or Lienholder of certain lands in Weld County, Colorado; have herewith petitioned to the Town of Mead for the approval of the Concept Plan map for the property being described as follows: (the full metes and bounds legal description) Thus described tract contains acres more or less, together with and subject to all easements and rights - of -way existing and/or of public record. Executed this _day of , 20 _. Owner State of Colorado ) )ss County of The foregoing certificate of ownership was acknowledged before me by and this day of , 20 . Witness My Hand and Seal My commission expires Notary Public Planning Commission Certificate. Reviewed by the Mead Planning Commission this day of , 20 _. Chairman Attest: Planning Commission Secretary Certificate of Concept Plan Approval by the Board of Trustees. This Concept Plan map of the " " is approved and accepted by Resolution No. , passed and adopted at the regular meeting of the Board of Trustees of Mead, Colorado, held on , 20_, by the Board of Trustees of Mead, Colorado. Attest: Mayor Town Clerk Rocky Ridge Civil Engineering December 21, 2017 Mead Board of Trustees Mead Town Hall 441 Third Street Mead, CO 80542 RE: Gopher Gulch RV Park & Campground Annexation & Zoning Dear Town Board Members: The Gopher Gulch RV Park & Campground is requesting annexation & Zoning into the Town of Mead, proposing a hospitality/recreational/leisure commercial development. The area is located east of WCR 5, north of State Highway 66 and with farm land located along the north and east boundaries. The proposed 14.52 -acre project consists of a proposed recreational RV Park and Campground for commercial, leisure, hospitality and tourism purposes. Sincerely, Chris Cain Property Owner 420 215tAve. Suite 101 • Longmont, CO 80501 • (303)651-6626 www.rockyridgecivii.com Rocky Ridge Civil Engineering Gopher Gulch RV Park & Campground Annexation Consistency with the Town Comprehensive Plan Street Master Plan The Street Master Plan identifies WCR 5 as a major arterial. It is anticipated that this development would participate as appropriate in the improvement of this road to meet the arterial road sections of the Town of Mead. The internal roadways are intended to connect with the perimeter roadway in a logical way. Subdivision Plan The concept master plan is intended to react to the unique location and features of the site. Light Industrial (RV Park & Campground) is being proposed as the zoning designation for the site. The proposed uses are compatible and consistent with the zoning designations on the west side of WCR 5. Comprehensive Plan The Town of Mead Comprehensive Land Use Code proposes a General Commercial (GC) zoning for this property. The proposed Gopher Gulch RV Park & Campground concept master plan is requesting zoning of Light Industrial (LI) instead of General Commercial due to the fact that Light Industrial is the only zoning designation in Town of Mead that currently allows RV Parks and Campgrounds. This zone district is compatible with the Comprehensive Plan Land Use Plan which we consider to be generally consistent. Land Use Code The property where the Gopher Gulch RV Park & Campground project will be located is currently planned as General Commercial (GC) land use. With this submittal, the owners are requesting this property to be rezoned to Light Industrial (LI), in order to allow for the RV Park and Campground use. It is anticipated that the Gopher Gulch RV Park & Campground project will comply with the requirements of the Town of Mead Land Use Code. Existing and Adjacent Land Use The proposed concept plan is intended to be as compatible as practical with the surrounding and adjacent land uses. The use of Light Industrial (LI) land use and density as well as the use of landscape and open space buffering will help mitigate potential conflicts between land uses. 420 21St Ave. Suite 101 • Longmont, CO 80501 • (303)651-6626 www.rockyridgecivil.com East — The Gopher Gulch RV Park & Campground project is directly adjacent to farm land to the east which has not been annexed into the Town of Mead. Per the Comprehensive Land Use Plan, the adjacent property is currently anticipated as General Commercial (GC) which could potentially change with the adoption of the revised Comprehensive Plan. West — The Gopher Gulch RV Park & Campground project is directly adjacent to WCR 5 along the western edge of the property. Development along the west side of WCR 5 is planned as a General Commercial use which falls within the Town of Mead General Commercial Entry Corridor zone district as well as property that is not currently part of the Town of Mead. North — The adjacent land use to the south is currently not a part of the Town of Mead and it is currently farmed. The proposed Gopher Gulch RV Park & Campground concept plan is generally consistent with the Town of Mead comprehensive land use plan. An existing drainage way (Liberty Gulch) as well as an existing pond along the northern boundary will provide some landscape between these two properties. South — The adjacent land use to the south is currently not a part of the Town of Mead and it is also farmed. Per the Comprehensive Land Use Plan, this property is currently listed as Commercial Mixed -Use (CMU). Community Design Principles Commercial Use — Commercial development at Gopher Gulch RV Park & Campground will be located along WCR 5 & State Highway 66, providing good visibility and easy access from a major arterial. Traffic patterns to the commercial lot will be direct from the arterial and will not require movements through residential neighborhoods. A. Growth Management 3. Development should pay its own way with regard to infrastructure and public facilities. 5. Growth should ensure the Town's current and future fiscal and economic health is safeguarded. Gopher Gulch RV Park & Campground will meet the Town's requirements for providing the required infrastructure for the property. It is anticipated that there will be some economic impact on the Town to provide services to this development. This minimal impact will be offset by the positive impacts generated by this development as well as the property taxes which will result in a net positive benefit for the Town of Mead. B. Land Use 3. Light Industrial district to provide services and jobs to both local and regional residents, and revenues to the Town. The Gopher Gulch RV Park & Campground development will provide employment opportunities for the Town of Mead residents. 2 D. Economy 1. Promote commercial development, properly located, to create an economically sustainable community. Commercial development at Gopher Gulch RV Park & Campground will result in positive economic impacts for the Town of Mead. E. Transportation 4. Support the concept of North/South arterials. As new development occurs along the desired alignments, the ROW to accommodate the arterials will be required to be transferred to public ownership. WCR 5 is designated as a major arterial. The ROW to accommodate this arterial will be dedicated to the Town of Mead. PUBLIC and QUASI -PUBLIC SERVICES and FACILITIES The following is an inventory of the services/facilities that will be utilized by the Gopher Gulch RV Park & Campground development. Water The Gopher Gulch RV Park & Campground property is located within the Longs Peak Water District. This site will be excluded from this District and included in the Little Thompson Water District. Through preliminary meetings and correspondence with Little Thompson Water District there is capacity but new in infrastructure will be required to provide water service for this project. It is expected that we will continue to work closely with the district to ensure that there is adequate capacity for this project as we work through the platting process. The water demand for this project is expected to be similar to projects that contain commercial development. It is expected that water for irrigation will be provided from the domestic water system. There is an existing drainage way (Liberty Gulch) that crosses the property north to south. The property owner has the appropriate water and irrigation rights. Sanitary Sewer This property is located within the St. Vrain Sanitation District boundary. The sewer for this site will flow to an existing sewer line that also crosses the property north to south through an established easement for this purpose. The sanitary sewer flows from this project are expected to be similar to projects that contain commercial development. 3 Natural Gas The Gopher Gulch RV Park & Campground developer will work with the natural gas service provider (Black Hills Energy, formerly Source Gas) during entitlement and development to address the impacts on the existing natural gas system. It is expected that the Gopher Gulch RV Park & Campground project will work conjunctively with the utility providers in the area to extend service lines and capacity to meet the natural gas demands of the project. Electric The Gopher Gulch RV Park & Campground developer will work with the electric service provider (United Power) during entitlement and development to address the impacts on the electrical system. It is expected that the Gopher Gulch RV Park & Campground project will work conjunctively with the utility providers in the area to extend service lines and capacity to meet the electrical demands of the project. Telephone Telephone/communication service will be provided by CenturyLink. The projected use is anticipated to be a typical usage similar to other commercial and industrial projects of this nature and size. It is anticipated that we will work with CenturyLink as we proceed through the approval and development process to ensure that the most recent technologies, including high speed internet, are available to the future commercial and industrial land uses in Gopher Gulch RV Park & Campground. 4 Annexation and Zoning Submittal Gopher Gulch RV Park & Campground 2343 Hwy 66, Longmont, Colorado Prepared for: Town of Mead P.O. Box 626 Mead, CO 80542 Prepared by: Rocky Ridge Civil Consultants 420 21st Avenue, Suite 101 Longmont, Colorado 80504 (303) 651-6626 February 2019 RRCC Job#686-1 420 21St Ave. Suite 101 • Longmont, CO 80501 • (303)651-6626 www.rockyridgecivil.com Weld Ceu i EC ora�� LLO61'53 X a \i'eld UnIfcorp a m CED cm C PANEL 1860E FIRM 2000 I FEET FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND INCORPORATED AREAS PANEL 1860 OF 2250 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS COMMUNITY MEAD, TOWN OF WELD COUNTY NUMBER 080218 080266 PANEL SUFFIX 1860 E 1860 E Notice to User The Map Number shown below should be used when placing map orders: the Community Number shown above should be used on insurance applications for the subject community MAP NUMBER 08123C1860E EFFECTIVE DATE JANUARY 20, 2016 Federal Emergency Management :Agency IlArT[DC This is an official copy of a portion of the above referenced flood map. It was extracted using F -MIT On -Line This map does not reflect changes or amendments which may have been made subsequent to the date on the title block For the latest product information about National Flood Insurance Program flood maps check the FEMA Flood Map Store at wvwv.msc.fema gov Community Development Planning and Zoning Agency Referral Request Today's Date: Referral Comments Due: Project Name: Project Number(s): Project Type: Project Property/Address: Planning Contact: Email: Phone: February 28, 2019 March 28, 2019 Gopher Gulch RV Park 2018-04 Annexation and Zoning - Fourth Submittal Generally, NE corner CR 5/Hwy 66 Jeremiah Fettig jfettig@townofinead.org (970) 805-4202 Dear Referral Organization or Agency: Information on the proposal in the Town of Mead referenced above is enclosed for your review and comments. Please reply by the date listed above, any response not received before or on this date may be deemed to be a positive response by the Planning Department. nWe have no objections to this proposal. nPlease note the following concerns this organization has with this proposal: nSee attached letter for comments regarding this proposal. Organization or Agency Name: Your Name: Date: Email: Please send your response to ifettie@townofinead.org If you have any further questions regarding the application, please contact the Planner associated with the request as referenced above. Town of Mead 1441 Third Street I Mead, Colorado 80542 I (970) 535-4477 I www.townofmead.org Legal Description: KNOW ALL MEN BY THESE PRESENTS THAT CHRIS A CAIN AND KITELEY FARMS LLLP, BEING THE OWNERS OF PROPERTY IN WELD COUNTY, COLORADO, EXCLUSIVE OF RIGHTS -OF -WAY, HAVE HEREWITH PETITIONED TO THE TOWN OF MEAD FOR THE ANNEXATION OF THE PROPERTY BEING DESCRIBED AS FOLLOWS: A PORTION OF LOT B, RECORDED EXEMPTION NO, 1207-21-3-AMRE-2787, AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON JUNE 17, 2003, AT RECEPTION NO. 3073852, SUBDIVISION EXEMPTION NO. SE -960, AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON JUNE 17, 2003, AT RECEPTION NO- 3073851, AND A PORTION OF COLORADO STATE HIGHWAY 66, PROJECT NO. S 0054(5), LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONSIDERING THE WEST LINE OF THE SOUTHWEST 1/4 OF SECTION 21 TO BEAR NORTH 00'18'27" WEST, A DISTANCE OF 2652,10 FEET BETWEEN A FOUND 1" PIPE WITH 2" BRASS CAP "SE. SEC. 20 T3N R68W 6TH P.M. 1995 A. MICHAEL HASCALL LS 23500" IN CONCRETE MONUMENT BOX AT THE SOUTHWEST CORNER OF SECTION 21 AND A FOUND #6 REBAR WITH 2" ALUMINUM CAP MICHAEL HASCALL T3S R68W 1/4 520 S21 1994 PLS 23500" IN MONUMENT BOX AT THE WEST 1/4 CORNER OF SECTION 21, WITH ALL BEARINGS CONTAINED HEREIN RELATIVE THERETO. COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; THENCE ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 21, NORTH 89'01'14" EAST, A DISTANCE OF 79.77 FEET TO A POINT ON THE EASTERLY LINE OF HALEY ANNEXATION NO. 2, AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON OCTOBER 11, 2011, AT RECEPTION NO. 3797955, AND THE POINT OF BEGINNING: THENCE ALONG SAID EASTERLY LINE, NORTH 00'54'15" WEST. A DISTANCE OF 87.62 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66. PROJECT NO. S 0054(5); THENCE DEPARTING SAID EASTERLY LINE AND ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, NORTH 89'04'24" EAST, A DISTANCE OF 273.39 FEET; THENCE DEPARTING SAID NORTHERLY RIGHT OF -WAY LINE, AND ALONG THE EASTERLY LINE OF A PARCEL OF LAND AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON DECEMBER 5, 1924, IN BOOK 757, AT PAGE 362, NORTH 00'27'1B" WEST, A DISTANCE OF 111.67 FEET TO THE NORTHEAST CORNER OF SAID PARCEL OF LAND; THENCE ALONG THE NORTHERLY LINE OF SAID PARCEL OF LAND, SOUTH 89'00'40" WEST, A DISTANCE OF 321,96 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD COUNTY ROAD NO. 5, SAID LINE ALSO BEING AN EASTERLY LINE OF SAID HALEY ANNEXATION NO. 2; THENCE ALONG SAID EASTERLY LINES, NORTH 00'18'27" WEST, A DISTANCE OF 1488.10 FEET; THENCE DEPARTING SAID EASTERLY LINES, SOUTH 45'47'38" EAST, A DISTANCE OF 341.17 FEET; THENCE SOUTH 43'50'09" EAST, A DISTANCE OF 936.98 FEET; THENCE NORTH 89'05'03" EAST, A DISTANCE OF 1291.46 FEET TO A POINT ON AN EASTERLY LINE OF' A PORTION OF SAID LOT B; THENCE ALONG THE EASTERLY LINES OF SAID LOT B, THE FOLLOWING TWO (2) COURSES: 1) SOUTH 19'26'38" WEST, A DISTANCE OF 589.21 FEET; 2) THENCE SOUTH 00'15'23" EAST, A DISTANCE OF 118.66 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66 PROJECT NO. 5 0054(5); THENCE SOUTH 00'54'47" EAST, A DISTANCE OF 149.99 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF SAID COLORADO STATE HIGHWAY 66 PROJECT NO, S 0054(5); THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE, THE FOLLOWING FIVE (5) COURSES; 1 SOUTH 89'05'13" WEST, A DISTANCE OF 226.01 FEET; 2 THENCE SOUTH 80'34'19" WEST, A DISTANCE OF 101.11 FEET; 3 THENCE SOUTH 89'05'14" WEST, A DISTANCE OF 600.00 FEET; 4 THENCE NORTH 82'22'46" WEST, A DISTANCE OF 101.10 FEET; 5 THENCE SOUTH 89'01'35" WEST, A DISTANCE OF 906.05 FEET TO A POINT ON THE EASTERLY LINE OF SAID HALEY ANNEXATION NO. 2; THENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE AND ALONG SAID EASTERLY LINE, NORTH 00'54'15" WEST, A DISTANCE OF 62,83 FEET, MORE OR LESS, TO THE POINT OF BEGINNING. THUS DESCRIBED PARCEL CONTAINING 2,066,746 SO. F. or 47.45 ACRES, MORE OR LESS, TOGETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHTS —OF —WAY EXISTING AND/OR OF PUBLIC RECORD. EXECUTED THIS ______ DAY OF 20 0W ALL MEN BY THESE PRESENTS THAT CHRIS A CAIN AND KITELEY FARMS LLLP. BEING THE NNERS OF PROPERTY IN WELD COUNTY. COLORADO, EXCLUSIVE OF RIGHTS -OF -WAY. HAVE REWITH PETITIONED TO THE TOWN OF MEAD FOR THE ANNEXATION OF THE PROPERTY BEING SCRIBED AS FOLLOWS: PORTION OF LOT B. RECORDED EXEMPTION NO. 1207-21-3-AMRE-2787, AS DESCRIBED IN iE RECORDS OF WELD COUNTY ON JUNE 17, 2003. AT RECEPTION NO. 3073852, SUBDIVISION (EMPTION NO. SE -96.0, AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON JUNE 17, 2003, T RECEPTION NO, 3073851. AND A PORTION OF COLORADO STATE HIGHWAY 66, PROJECT NO. 0054(5), LOCATED IN THE SOUTHWEST 1/4 OF SECTION 21, TOWNSHIP 3 NORTH. RANGE 68 EST OF THE 6Th PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO, BEING MORE 4R11CULARLY DESCRIBED AS FOLLOWS: DNSIDERING THE WEST LINE OF TI -E SOUTHWEST 1/4 OF SECTION 21 TO BEAR NORTH )18'2r WEST, A DISTANCE OF 2652.10 FEET BETWEEN A FOUND 1" PIPE WITH 2" BRASS CAP ;.E. SEC. 20 T3N R68W 6Th P.M. 1995 A. MICHAEL HASCALL LS 23500" IN CONCRETE DNUMENT BOX AT THE SOUTHWEST CORNER OF SECTION 21 AND A FOUND #6 REBAR WITH ALUMINUM CAP MICHAEL HASCALL T3S R68W 1/4 520 S21 1994 PLS 23500" IN MONUMENT DX AT THE WEST 1/4 CORNER OF SECTION 21. WITH ALL BEARINGS CONTAINED HEREIN :LAME THERETO. DMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; FENCE ALONG THE SOUTH LINE OF THE SOUTHWEST 1/4 OF SECTION 21, NORTH 89'01'14' DST. A DISTANCE OF 79.77 FEET TO A POINT ON THE EASTERLY UNE OF HALEY ANNEXATION 1 2, AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON OCTOBER 11, 2011, AT RECEPTION D. 3797955, AND THE POINT OF BEGINNING; ENCE ALONG SAID EASTERLY UNE, NORTH 00'54'15' WEST, A DISTANCE OF 87.62 FEET TO A DINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66. PROJECT D. S 0054(5); iENCE DEPARTING SAID EASTERLY LINE AND ALONG SAID NORTHERLY RIGHT-OF-WAY LINE, DRTH 89'04'24" EAST, A DISTANCE OF 273.39 FEET; IENCE DEPARTING SAID NORTHERLY RIGHT OF -WAY UNE, AND ALONG THE EASTERLY LINE OF PARCEL OF LAND AS DESCRIBED IN THE RECORDS OF WELD COUNTY ON DECEMBER 5, 1924. BOOK 757, AT PAGE 362, NORTH 00'27'18" WEST, A DISTANCE CF 111.67 FEET TO THE )RTHEAST CORNER OF SAID PARCEL OF LAND; -IENCE ALONG THE NORTHERLY LINE OF SAID PARCEL OF LAND, SOUTH 89.00'40" WEST, A STANCE OF 321.96 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF WELD )LINTY ROAD NO. 5, SAID LINE ALSO BEING AN EASTERLY LINE OF SAID HALEY ANNEXATION 1 2; 1ENCE ALONG SAID EASTERLY ONES. NORTH 00'18'27" WEST. A DISTANCE OF 1488.10 FEET; -IENCE DEPARTING SAID EASTERLY LINES, SOUTH 45`47'38" EAST, A DISTANCE OF 341.17 FEET; iENCE SOUTH 43'50'09" EAST, A DISTANCE OF 936.98 FEET; iENCE NORTH 89.05'03" EAST, A DISTANCE OF 1291.46 FEET TO A POINT ON AN EASTERLY NE OF A PORTION OF SAID LOT B; -fENCE ALONG THE EASTERLY LINES OF SAID LOT B, THE FOLLOWING TWO (2) COURSES; SOUTH 1976'38" WEST, A DISTANCE OF 589.21 FEET; t THENCE SOUTH 00'15'23" EAST. A DISTANCE OF 118.66 FEET TO A POINT ON THE )RTHERLY RIGHT-OF-WAY LINE OF COLORADO STATE HIGHWAY 66 PROJECT NO. S 0054(5); FENCE SOUTH 00'54'47" EAST, A DISTANCE OF 149.99 FEET TO A POINT ON THE SOUTHERLY GHT-OF-WAY LINE OF SAID COLORADO STATE HIGHWAY 66 PROJECT NO. S 0054(5); FENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE. THE FOLLOWING FIVE (5) COURSES: SOUTH 89'05'13" WEST, A DISTANCE OF 226.01 FEET; I THENCE SOUTH 80'34'19" WEST, A DISTANCE OF 101.11 FEET; I THENCE SOUTH 89'05'14" WEST. A DISTANCE OF 600.00 FEET; I THENCE NORTH 82"22'46" WEST, A DISTANCE OF 101.10 FEET; I THENCE SOUTH 89'01'35" WEST. A DISTANCE OF 906.05 FEET TO A POINT ON THE kSTERLY UNE OF SAID HALEY ANNEXATION NO. 2; iENCE DEPARTING SAID SOUTHERLY RIGHT-OF-WAY LINE AND ALONG SAID EASTERLY LIE. DRTH 00'54'15' WEST, A DISTANCE OF 62,83 FEET. MORE OR LESS. TO THE POINT OF GINNING. -fUS DESCRIBED PARCEL CONTAINING 2,066,746 S.Q. FT. or 47.45 ACRES, MORE OR LESS, }GETHER WITH AND SUBJECT TO ALL EASEMENTS AND RIGHTS -OF -WAY EXISTING AND/OR OF JBLIC RECORD. (ECUTED THIS DAY OF _, 20_ Rocky Ridge Civil Engineering February 21, 2019 Mead Board of Trustees Mead Town Hall 441 Third Street Mead, CO 80542 RE: Gopher Gulch RV Park & Campground Annexation Dear Town Board Members: The Gopher Gulch RV Park & Campground is requesting annexation into the Town of Mead, proposing a hospitality/recreational/leisure commercial development. The area is located east of WCR 5, north of State Highway 66 and with farm land located along the north and east boundaries. The proposed 47.45 -acre project consists of a proposed recreational RV Park and Campground for commercial, leisure, hospitality and tourism purposes. Sincerely, Chris Cain Property Owner 420 215` Ave. Suite 101 • Longmont, CO 80501 • (303)651-6626 www.rockyridgecivii.com Heritage Title Company `.,1,Z6n _ Transactions_ aczrons_ Penc+Waal. th WI Mt* MUM,* tiPlrer Effective May 1, 2010, the Colorado Division of Insurance Regulation 3-5-1 requires that title insurance companies charge for Ownership & Encumbrance Reports (O&E Reports). Customer: FSBO Find, USA 1335 Pleier Dr. Attu To: Chris Cain and Linda Cain Phone: (719) 574-7653 Client Reference No.: Order No: H195210 Invoice Date: 8/8/2017 Property Address: 2343 Highway 66th Longmont, CO Owner: Invoice Description Amount H195210 O&E Report with CC&R's and Plat $9.00 Total Due: PAID Please send payment to: PAID IN FULL. Please remit invoice with payment. Heritage Title Compri raarjaktbr_o i Pcr.5a'a( IOVIMOKAINite: OWNERSHIP & ENCUMBRANCE REPORT Attn: Chris Cain and Linda Cain Company: FSBO Find, USA Address: 1335 Pleier Dr. Colorado Springs, CO 80921 Phone: (719) 574-7653 Fax: (000) 000-0000 Order No.: 11195210 Effective Date: August 3, 2017 Fee: $9.00 Tax ID No.: R2528103 Ownership as shown on the last conveyance disclosed by Public Records: Trustee Deed recorded November 17, 2015 at Reception No. 4158802 Property Address: 2343 Highway 66th Longmont, CO Legal Description according to the last conveyance disclosed by Public Records: Trustee Deed recorded November 17, 2015 at Reception No. 4158802 Recorded Deeds of Trust, Mortgages or Other Encumbrances: No open Deeds of Trust, Mortgages or Liens found. Judgments or Liens: No open Judgments found. NOTE: This report is for the applicant's sole use and benefit. The information contained in this report has been taken from the public records without reference to, or examination of, instruments which purport to affect the real property. The Company's liability under this report is limited to the fee paid. No other representations or indemnities are made. 4158802 11/17/2015 03:47 PM Total Pages: 1 Rec Fee: $11.00 Doc Fee: $60.00 Carly Koppes - Clerk and Recorder, Weld County, CO TRUSTEE'S DEED THIS DEED, made thisl6th day of November, 2015, between the Tom IL Kiteley Family Trust of the County of Boulder, State of Colorado, Grantor, and Chris A Cain, Grantee. NOW THEREFORE, pursuant to the powers conferred upon Grantor by the Colorado Probate Code, Grantor does hereby sell, convey, assign, transfer and set over unto said Grantee for and in consideration of Six Hundred Thousand and no/100 Dollars ($600,000.00), and other valuable consideration, the following described real property situate in the County of Weld, State ofColorado: All of Subdivision Exemption No. SE -960, as shown on the Map recorded June 17, 2003 at Reception No. 3073851, located in the SW 1/4 of Section 21, Township 3 North, Range 68 West of the 6th P.M., County of Weld, State of Colorado, together with all water and water rights appurtenant to the property, including, but not limited to, all ditches and ditch rights, all reservoir rights, all wells and well rights or permits and all springs and spring rights and all of the Grantors interet in the water rights in the Kiteley and Preston Seepage Ditch number 1 in proportion to the acreage lying under said ditch in the SW 1/4 of Sec 21 and the NW 1/4 of Sec 28 T3N, R68W, said rights first decreed on May 26, 1897 by the district court of Weld County; and all pumps, irrigation pipes, motors and all other irrigation equipment and appurtenances' thereto; RESERVING TO THE GRANTOR, its successors and assigns, all oil, gas and hydrocarbons in, on or under the property described above, together with the right of ingress and egress for exploration, development, production and marketing of the same. Also known as: 2343 Highway 66, Longmont, CO 80504. With all appurtenances, subject to covenants, easements and restrictions of record, and subject to general property taxes for the year 2015. As used herein, the singular includes the plural and the plural the singular. Executed this 16th day of November, 2015 STATE OF COLORADO COUNTY OF BOULDER ) Guaranty Bank and Trust Co pany, successor to First National Bank of Longmo Trustee of the Tom R. Kiteley Family Trust By: Sar: r kel Vi = Pre dent and Trust Officer The foregoing instrument was acknowledged before me this 16th day of November, 2015, by Sarah S. Sterkel, Vice President and Trust Officer of Guaranty Bank and Trust Company, successor to First National Bank of Longmont, Trustee of the Tom R. Kiteley Family Trust. Witness my hand and official seal. My commission expires: - 3 SHAYNA L MITCHELL NOTARY PLi1000 STATE OF COLORADO NOTARY 10120034024343 WY COMMISSION EXPIRES 07/23/2019 PETITION FOR ANNEXATION TO: THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: I, Chris Cain the undersigned landowner(s), in accordance with Colorado law, hereby petition the Town of Mead and its Board of Trustees for annexation to the Town of Mead of the following described unincorporated territory located in the County of Weld and State of Colorado, to -wit: A PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST, OF THE 67" PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO. As part of this petition, your petitioner further states to the Board of Trustees of Mead, Colorado that: 1. It is desirable and necessary that the territory described be annexed to the Town of Mead. 2. The requirements of C.R.S. Sections 31-12-104 and 31-12-10S, as amended, exist or have been met in that: a) Not less than one -sixth of the perimeter of the area proposed to be annexed is contiguous with the Town of Mead or will be contiguous with the Town of Mead within such time as required by 31-12-104. b) A community of interest exists between the area proposed to be annexed and the Town of Mead. c) The area proposed to be annexed is farm land or will be developed Into an RV Park & Campground in the near future. d) The area proposed to he annexed is integrated with or Is capable of being integrated with the Town of Mead. e) No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road, or other public way. f) No land within the boundary of the area proposed to be annexed which is held in identical ownership, comprises twenty acres or more, and which, together with the buildings and improvements situated thereon has an assessed value in excess of two hundred thousand dollars ($200,000.00) for ad valorem tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g) No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h) The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district. i) The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the Town of Mead more than three miles in any direction from any point of the boundary of the Town of Mead in any one year. j) Prior to completion of the annexation of the territory proposed to be annexed, the Town of Mead will have in place a plan for that area, which generally describes the proposed: Location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways. Playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the Town of Mead; and the proposed land uses for the area; such plan to be updated at least once annually. k) In establishing the boundary of the territory proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the territory to be annexed. The Town of Mead will not deny reasonable access to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the Town of Mead but is not bounded on both sides by the Town of Mead. 3. The owners of more than fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and herby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing the information following: a) A written legal description of the boundaries of the area proposed to be annexed; b) A map showing the boundary or the area proposed to be annexed, said map prepared and containing the seal of a registered engineer; c) Within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, If part or all of the area Is platted, the boundaries and the plat numbers of plots or of lots and blocks; d) Next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the Town of Mead and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. 5. Upon the Annexation Ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, rules, and regulations of the Town of Mead, except for general property taxes of the Town of Mead which shall become effective as the January 1 next ensuing. 6. The zoning classification (land use) requested for the area proposed to be annexed is General Commercial (GC). WHEREFORE, the following petitioner respectfully requests that the Town of Mead, acting through its Board of Trustees, approve the annexation of the area proposed to be annexed. By this acknowledgment, the undersigned hereby certify that the above Information is complete and true. (If the applicant Is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the Application.) Certificate of Ownershio. �` %J • Know all men by these presents that c.: �1f%S f V1/7 being the Owner(s), Mortgagee or Lienholder of certain lands in Weld County, Colorado, exclusive of public rights -of -way; have herewith petitioned to the Town of Mead for the annexation of the property being described as follows: A PARCEL OF LAND LYING WITHIN THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST, OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; THENCE N00'01'05"E, ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER OF SECTION 21 A DISTANCE OF 199.01' TO THE SOUTHWEST CORNER OF SUBDIVISION EXEMPTION NO. SE -960 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER OF SECTION 21 AND THE WEST UNE OF SAID SUBDIVISION EXEMPTION NO. SE -960, N00'01'05"E A DISTANCE OF 280.22'; THENCE N89'25'00"E ALONG THE NORTH LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960 A DISTANCE OF 1626.06' TO THE NORTHEAST CORNER OF SAID SUBDIVISION EXEMPTION NO. SE -960; THENCE S25'10'00"E ALONG THE EAST LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960 A DISTANCE OF 429.98' TO THE SOUTHEAST CORNER OF SAID SUBDIVISION EXEMPTION NO. SE -960; THENCE ALONG THE SOUTH UNE OF SAID SUBDIVISION EXEMPTION NO. SE -960 THE FOLLOWING 3 CALLS; 589'25'00"W A DISTANCE OF 1457.05'; THENCE N00'01'05"E A DISTANCE OF 111.21'; THENCE 589'21'00'W A DISTANCE OF 352.00' TO THE TRUE POINT OF BEGINNING, Thus described tract contains 14.52 acres more or less, together with and subject to all easements and rights -of - way existing and/or of public record. Executed this/ 5day of 1Jtecem4u , 20 /7 State of Colorado ) ) ss County of iieI ) /'llt Olin The eying certifiRato of ownership was acknowledged before me by .1)1r) I thi l�tday of .,i fizf.e.0 20.a. ehri'5 Witness My Hand and Seal My commission expires Clatgo -f`RaNL2..`m"6)aco Notary Public MARCIA M BRACE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20104005783 MY COMMISSION EXPIRES MARCH 02, 2018 Survevina Certificate. I, Andrew J. Patterson, a registered Professional Land Surveyor in the State of Colorado, do hereby certify that the Annexation Map shown hereon Is a correct delineation of the above described parcel of land and that at least one - sixth (1/6) of the peripheral boundary of said parcel is contiguous to the present boundary of the Town of Mead, feet contiguous, perimeter feet. I further certify that this map and legal description were prepared under my personal supervision on this day of , 20 . by (SEAL) (registered land surveyor, reg. no.) Planning Commission Certificate. Reviewed by the Mead Planning Commission this day of Chairman Attest: Planning Commission Secretary Certificate of Approval by the Board of Trustees. This annexation map of the " Annexation to the Town of Mead" is approved and accepted by Ordinance No. , passed and adopted at the regular meeting of the Board of Trustees of Mead, Colorado, held on , 20 , and recorded on , as Reception No. , in the records of the Clerk and Recorder of Weld County, Colorado by the Board of Trustees of Mead, Colorado. Mayor Attest: Town Clerk Recorders Certificate. This Annexation Map was filed for record in the office of the County Clerk and Recorder of Weld County at o'clock, ,M., on the _ day of A.D., 20, in the book page, map , reception no. Weld County Clerk and Recorder by: Deputy CONCEPT PLAN (MAP) Modified Standard Form Signature Blocks Certificate of Owne sttio. Know all men by these presents that being the Owner(s), Mortgagee or Lienholder of certain lands in Weld County, Colorado; have herewith petitioned to the Town of Mead for the approval of the Concept Plan map for the property being described as follows: A PARCEL OF LAND LYING WITHIN THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST, OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; THENCE N00'01'05"E, ALONG THE WEST UNE OF SAID SOUTHWEST QUARTER OF SECTION 21 A DISTANCE OF 199.01' TO THE SOUTHWEST CORNER OF SUBDIVISION EXEMPTION NO. SE -960 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST UNE OF SAID SOUTHWEST QUARTER OF SECTION 21 AND THE WEST UNE OF SAID SUBDIVISION EXEMPTION NO. SE -960, N00'01'05"E A DISTANCE OF 280.22'; THENCE N89'25'00'E ALONG THE NORTH LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960 A DISTANCE OF 1626.06' TO THE NORTHEAST CORNER OF SAID SUBDIVISION EXEMPTION NO. SE -960; THENCE 525'10'00"E ALONG THE EAST LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960 A DISTANCE OF 429.98' TO THE SOUTHEAST CORNER OF SAID SUBDIVISION EXEMPTION NO. SE -960; THENCE ALONG THE SOUTH LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960 THE FOLLOWING 3 CALLS; 589'25'00'W A DISTANCE OF 1457.05'; THENCE N00'01'05"E A DISTANCE OF 111.21'; THENCE 589'21.'00"W A DISTANCE OF 352.00' TO THE TRUE POINT OF BEGINNING, Thus described tract contains 14.52 acres more or less, together with and subject to all easements and rights -of - way existing and/or of public record. Si Executed thi L of__jypp20 State of Colorado ) ss County ofta) The forezing � cate of ership was acknowledged before me by hr l SQ)IPIL and . this ay of _ A p_a,._ila4 , 2011. Owner a;:f I Sys • Witness My Hand and Seal My commission expires CO/00490i g Notary Public MARCIA M BRACE NOTARY PUBLIC STATE OF COLORADO NOTARY ID 20104005783 MY COMMISSION EXPIRES MARCH 02, 2018 planning Commission Certificate. Reviewed by the Mead Planning Commission this day of , 20 Chairman Attest: Planning Commission Secretary Certificate of Concept Plan Approval by the Board of Trustees. This Concept Plan map of the " " is approved and accepted by Resolution No. passed and adopted at the regular meeting of the Board of Trustees of Mead, Colorado, held on 20 , by the Board of Trustees of Mead, Colorado. Attest: Mayor Town Clerk Bethany Ford From: Sent: To: Cc: Subject: Attachments: Hi Jose, Linda and Chris, Howard, Summer <Summer.Howard@tetratech.com> Thursday, May 04, 2017 4:45 PM Jose Ramirez; 'Chris Cain'; 'Linda Cain' 'Melissa Mata'; Jennifer E. Vecchi RE: IMPT: Reschedule Gopher Gulch Pre -application meeting Zoning Amendment Technical Criteria Form Final.doc; Zoning Amendment Flowchart.pdf; Annexation Technical Criteria Form Final.doc; Annexation Flowchart.pdf; Land Use Application.pdf Thank you for following up. You have the hard copy of the pre -application materials, but I've attached the e -files of the land use application and the technical criteria forms. Also, here are links to details for the annexation and zonin amendment process in our code. Today, I discussed this annexation project with the Development Review Team and our new Town Manager, Helen Migchelbrink. Staff needs guidance from the Board of Trustees (BOT) before we can offer these two incentives to you for annexing into the Town: 1) waiving the $2,500 application fee and 2) using Town staff to write your Development Impact Report for the application. Also, we spoke about rezoning the property to Ag, but staff believes that creating a zone that aligns more with the campground use would be better. Town staff will work on the specifics of the new parks or campground zone. But for now, know that the property has to be zoned within 90 days of annexation, so there is a bit of time to figure that out. After the annexation, the rezone can be done somewhat concurrently with a site plan for this project. I will bring this item to the BOT on May 30th, so we can get direction. It would be helpful to have a copy of your preliminary plans, so we can share it with the BOT. Can you please forward me a copy of your preliminary plans? Thanks and please reach out if you have additional questions. Summer Howard, AICP I Senior Planner Direct +1 720-864-4576 Mobile +1 720-526-7493 I Business +1 303-772-5282 Summer.Howard@TetraTech.com Tetra Tech I Complex World, Clear SolutionsTM 1900 S. Sunset St., Suite 1E, Longmont, CO 80501 I tetratech.com From: Jose Ramirez [mailto:jose@parkengineering.net] Sent: Thursday, May 04, 2017 10:59 AM To: Howard, Summer <Summer.Howard@tetratech.com> Cc: 'Linda Cain' <linda@roof-check.com>;'Melissa Mata' <mmata@townofmead.org>;'Chris Cain' <chris@roof- check.com> Subject: RE: IMPT: Reschedule Gopher Gulch Pre -application meeting Hi Summer, 1 Hope you're doing well. Just checking if we are expecting a document or meeting minutes from the pre -application meeting at Town of Mead we had last week? Thank you, Jose Ramirez Park Engineering Consultants 303-651-6626 ext 4 jose@parkengineering.net From: Howard, Summer [mailto:Summer.Howard@tetratech.com] Sent: Monday, April 17, 2O17 3:47 PM To: Chris Cain <chris@roof-check.com> Cc: Jose Ramirez <jose@parkengineering.net>; Linda Cain <linda@roof-check.com>; Melissa Mata <mmata@townofinead.org> Subject: RE: IMPT: Reschedule Gopher Gulch Pre -application meeting Great — I'll send out a new meeting request. Thanks! Summer Howard, AICP I Senior Planner Direct +1 720-864-4576 I Mobile +1 720-526-7493 I Business +1 303-772-5282 Sum mer. HowardaTetraTech.com Tetra Tech I Complex World, Clear Solutions TM 1900 S. Sunset St., Suite 1E, Longmont, CO 80501 I tetratech.com From: Chris Cain [mailto:chris@roof-check.com] Sent: Monday, April 17, 2017 3:42 PM To: Howard, Summer <Summer.Howard@tetratech.com> Cc: Jose Ramirez <iose@parkengineering.net>; Linda Cain <linda@roof-check.com>; Melissa Mata <mmata@townofmead.org> Subject: Re: IMPT: Reschedule Gopher Gulch Pre -application meeting That should work Sent from my iPhone On Apr 17, 2017, at 3:40 PM, Howard, Summer <Summer.Howard@tetratech.com> wrote: Chris/Linda: What's your availability Monday afternoon? Summer Howard, AICP I Senior Planner Direct +1 720-864-4576 I Mobile +1 720-526-7493 I Business +1 303-772-5282 Summer.Howard c TetraTech.com Tetra Tech I Complex World, Clear SolutionsTM 1900 S. Sunset St., Suite 1E, Longmont, CO 80501 I tetratech.com From: Jose Ramirez [mailto:iose@parkengineering.net] Sent: Monday, April 17, 2017 3:27 PM To: Howard, Summer <Summer.Howard@tetratech.com>; chris@roof-check.com; lnda@roof- check.com 2 Cc: 'Melissa Mata' <mmata@townofmead.org> Subject: RE: IMPT: Reschedule Gopher Gulch Pre -application meeting Sorry, I can't do this Wednesday at 4 pm... Can we do next Monday or Tuesday afternoon? Thanks, Jose Ramirez Park Engineering Consultants 303-651-6626 ext 4 iose@parkengineering.net From: Howard, Summer[mailto:Summer.Howard@tetratech.com] Sent: Monday, April 17, 2017 12:52 PM To: iose@parkengineering.net; chris@roof-check.com; linda@roof-check.com Cc: Melissa Mata <mmata@townofmead.org> Subject: IMPT: Reschedule Gopher Gulch Pre -application meeting Hello Linda, Chris, and Jose, I need to reschedule the pre -application meeting we have on the calendar for tomorrow at 3pm. Are you available to meet at Town Hall for a pre -application meeting on Wednesday April 19th at 4pm? If Wednesday doesn't work for you, I am available in the afternoons the following week from noon to 4pm on Monday, Tuesday and from 1:30-4 on Wednesday. Thank you. Summer Howard, AICP I Senior Planner Direct +1 720-864-4576 I Mobile +1 720-526-7493 I Business +1 303-772-5282 Summer.Howard@TetraTech.com Tetra Tech I Complex World, Clear Solutions TM 1900 S. Sunset St., Suite 1E, Longmont, CO 80501 I tetratech.com Original Appointment From: Melissa Mata [mailto:mmata@townofmead.org] Sent: Friday, April 14, 2017 4:59 PM To: Melissa Mata; Howard, Summer; jose(5 parkengineering.net; chris@roof-check.com; linda@roof- check.com Subject: Gopher Gulch Pre -application meeting When: Tuesday, April 18, 2017 3:00 PM -4:00 PM (UTC-07:00) Mountain Time (US & Canada). Where: Town Hall, 441 3rd St. When: Tuesday, April 18, 2017 3:00 PM -4:00 PM. (UTC-07:00) Mountain Time (US & Canada) Where: Town Hall, 441 3rd St. 3 Tax Account Summary Account Id R2528103 Parcel Number 120721300047 Owners CAIN CHRIS A Address Sites Address Legal Inquiry 1675 COUNTY ROAD 26 LONGMONT, CO 80504-9516 2343 HIGHWAY 66 WELD PT SW4 21-3-68 SUB EXEMPT SE -960 (.19R) As Of 08/09/2017 Payment Type O First 1 Full Total Due $0.00 Value Area Id 2340 - 2340 AG -FLOOD IRRRIGATED LAND -4117 AG -GRAZING LAND - 4147 AG -WASTE LAND - 4167 FARM/RANCH RESIDENCE -IMPS - 4277 Total Value Tax Exemption Taxes Billed SENIOR Taxes Mill Levy 89.4380000 Actual Assessed 4,876 1,410 91 30 45 10 222,825 17,740 227,837 19,190 $1,716.34 ($71194) $1,004.40 The amount of taxes due on this page is based on last year's property value assessment. Rocky Ridge Civil Engineering TRANSMITTAL TO: Town of Mead Planning Department 441 Third Street I P.O. Box 626 Mead, CO 80542 FROM: Jose Ramirez, PE, Rocky Ridge Civil Consultants 420 21St Ave, Suite 101 Longmont, CO 80501 3003.651.6626, 7# DATE: 24 February 2019 PROJECT: Annexation & Zoning 686-1 — Gopher Gulch RV Park & Campground DESCRIPTION: • Please find attached the submittal for Gopher Gulch RV Park & Campground Annexation & Zoning. Please call with any questions. C:\Users\bford\Downloads\Transmittal Form.doc 4158802 11/17/2015 03:47 PM Total Pages: 1 Rec Fee: $11.00 Doc Fee: $60.00 Carly Koppes - Clerk and Recorder, Weld County, CO TRUSTEE'S DEED THIS DEED, made thisl6th day of November, 2015, between the Tom R. Kiteley Family Trust of the County of Boulder, State of Colorado, Grantor, and Chris A Cain, Grantee. NOW THEREFORE, pursuant to the powers conferred upon Grantor by the Colorado Probate Code, Grantor does hereby sell, convey, assign, transfer and set over unto said Grantee for and in consideration of Six Hundred Thousand and no/100 Dollars ($600,000.00), and other valuable consideration, the following described real property situate in the County of Weld, State of Colorado: All of Subdivision Exemption No. SE -960, as shown on the Map recorded June 17, 2003 at Reception No. 3073851, located in the SW 1/4 of Section 21, Township 3 North, Range 68 West of the 6th P.M., County of Weld, State of Colorado, together with all water and water rights appurtenant to the property, including, but not limited to, all ditches and ditch rights, all reservoir rights, all wells and well rights or permits and all springs and spring rights and all of the Grantors interet in the water rights in the Kiteley and Preston Seepage Ditch number 1 in proportion to the acreage lying under said ditch in the SW 1/4 of Sec 21 and the NW 1/4 of Sec 28 T3N, R68W, said rights first decreed on May 26, 1897 by the district court of Weld County; and all pumps, irrigation pipes, motors and all other irrigation equipment and appurtenances thereto; RESERVING TO THE GRANTOR, its successors and assigns, all oil, gas and hydrocarbons in, on or under the property described above, together with the right of ingress and egress for exploration, development, production and marketing of the same. Also known as: 2343 Highway 66, Longmont, CO 80504. With all appurtenances, subject to covenants, easements and restrictions of record, and subject to general property taxes for the year 2015. As used herein, the singular includes the plural and the plural the singular. Executed this 16th day of November, 2015 Guaranty Bank and Trust Co National Bank of Longmo Kiteley Family Trust By: Ice' Vi = Pre dent and Trust Officer any, successor to First Trustee of the Tom R. STATE OF COLORADO )ss, COUNTY OF BOULDER The foregoing instrument was acknowledged before me this 16th day of November, 2015, by Sarah S. Sterkel, Vice President and Trust Officer of Guaranty Bank and Trust Company, successor to First National Bank of Longmont, Trustee of the Tom R. Kiteley Family Trust. Witness my hand and official seal. My commission expires: I - O3 - 19 SHAYNA L MITCHELL NOTARY PUOLIC STATE OF COLORADO NOTARY 01200:4Q24313 MY COMMISSION EXPIRES 0712312019 SANITATION Dimmer December 11, 2018 Chris and Linda Cain 1675 County Road 26 Longmont, CO 80504 RE: Cain RV Park & Campground 2343 Highway 66 Weld. The above land parcel is within the St. Vrain Sanitation District (SVSD) 208 service area and will be served contingent upon submission and approval of the following: • Copy of the recorded Replat. • Execution of a Sewer Service Agreement. • PDF copy of the construction drawings, (civil and plumbing) with a monitoring manhole as well as the interior layout showing bathrooms, sinks etc. Please refer to SVSD Details #15 and #16 for monitoring manhole (attached). • Completion of the Non-residential Waste Survey- Explaining the anticipated site activities and their potential to generate pollutants. This helps the District determine if additional follow-up is needed on issues such as safe chemical storage or on -site wastewater handling or treatment (attached). • If the nature of the activity is such that pretreatment of wastewater is required, plans for such treatment units must be included for approval. Example: Grease or sand oil interceptors, or other specialized treatment of industrial wastes such as pH neutralization or metal removal. • Payment of $190 plan review fee, per submittal and re -submittal. • Proof of water meter size and water usage calculations. • Receipt of all applicable fees. Construction may begin after a letter authorized by the District is sent to the developer stating construction plans are approved and all conditions have been met. Service will be subject to St. Vrain Sanitation District Policy, Rules and Regulations. Sincerely, Elizabeth Csotty Project Assistant cc Dan Zweck cc File 11307 Business Park Circle Firestone, Colorado 80504 303.776.9570 Main 303.485.1968 Fax www.stsan.com Delivered Via Email: egesickAweldgov.com December 13, 2017 Weld County Board of Commissioners Attn: Esther Gesick Clerk to the Board P.O. Box 758 Greeley, CO 80632 RE: Request for Comments and Recommendations on the Gopher Gulch Annexation to the Town of Mead. Dear Ms. Gesick: Enclosed are copies of the annexation maps and other supporting material for the proposed Gopher Gulch Annexation to the Town of Mead. This property is located in Weld County on approximately 14.5 acres, east of WCR 5 and north of State Highway 66. The requested use of the property is for the creation of a recreational vehicle campground. The purpose of this referral is to obtain the comments and recommendations of various governmental agencies and service providers as to the appropriateness of the annexation. Your comments are welcome and will assist the staff and Board of Trustees in their review of the proposal. We ask that your comments reach us no later than December 28, 2017. The complete application and associated drawings and materials files are located in the following DropBox folder. To access the files, click on the following URL: https://www.dropbox.com/s.h/9p5r 7wzf4gyl3i/AADOU60dIAZ6vVVrnFB‘NTHtba?d1=0 We ask that you forward your response by email directly to Chris Kennedy, Mead Planning Director, at: ckennedy(ktownofinead.org, with a copy to: gary(ct,samsonlongmontlaw.com, or, by letter to Samson Law Firm, PC, c/o Gary West, P.O. Box 1079, Longmont, CO 80502. Thank you for your cooperation and assistance. Very truly yours, Mary E. Strutt Town Clerk Town of Mead • 441 Third Street • P. O. Box 626 • Mead, Colorado 80542-0626 • 970-535-4477 • www.townofmead.org Pctt4IiG R.Vi(2ctJ GC.'. 5ocRs),c nC(Y1oa1/MmiTPJ, p c SmrTP),PwcsP/sttict-1), IS/ a7/l7 i'a, t ft7 2017-4253 DELICH ASSOC' TES Traffic & Transportation Engineering s—irs%isi 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (97D) 669-5034 "7, 1 TO: MEMORANDUM Gloria Hice-Idler, CDOT-Region 4 Don Park, Park Engineering Consultants Matt Carrion, Outdoor Design Group ,r ?tv T �..r ., r is r ,--' i a iii erg - I tr if ter" '.hY O 4 'Sr I. FROM: Matt oel`ich1 �ti ,,_ - • s 4f. ,tr "7d b' ,.b DATE: July 11, 2016 �_�. ,r f, J7 SUBJECT: Gopher Gulch RV Park — Trip Generation and Traffic Assignment Analyses (File: 1655 E02) r This memorandum provides trip generation information pertaining to the proposed Gopher Gulch RV Park development on a parcel north of SH66 and east of WCR5 in Weld County. The site plan is provided in the Appendix. According to available aerial photographs, the parcel is vacant, except for two buildings (house and garage) on the east portion of the site. The house has driveway access to SH66. Trip generation and traffic assignment information was requested by CDOT for auxiliary lane evaluation and access permit purposes. The site is approximately 14.5 acres. The proposed uses are recreational vehicle sites and eight rental cottages. The existing house would be used as a bath house and a maintenance building would be built. A second bath house is proposed on the west portion of the site. Access is intended via the existing driveway on SH66 and a proposed driveway on WCR5, approximately 250 feet north of SH66. The east portion of the site will have 45 RV sites and 5 cottages. The west portion of the site will have 76 RV sites and 3 cottages. The trip generation was calculated using Trip Generation* 9 ' _ Edition, ITE, as the reference document. Campground/Recreational Vehicle Park (Code 416) was used to determine the trip generation. For analysis purposes, the peak hour of the generator was used. The eight rental cottages were included as RV sites for a total of 129 sites. The trip generation variable was 'occupied camp sites.' Since it is not likely that every site would be occupied at one time, this analysis reflects conservatively high trip generation. Table 1 shows the calculated peak hour trip generation for each portion of the site. The total trip generation is: 32 morning peak hour trip ends and 53 afternoon peak hour trip ends. The site plan indicates that registration would occur at the east driveway. However, registration does not necessarily occur during the peak hour of the generator for this land use. Due to the site layout, it is likely that the east driveway would be used by occupants of the east portion of the site and WRS would be used by occupants of the west portion of the site on an average day. It is expected that, on an average day, the trip distribution would be equally split (east and west) to/from SH66. However, based on d iscu ssionsle mail s with CDOT, right-in/right-out access at the SH66/East Access intersection was agreed upon. The trip assignment, shown in Figure 1 reflects the site layout, the trip distribution, and agreed upon access limitations. State Highway 66 is categorized as an RA Highway in this area. Given the site generated traffic assignment, auxiliary lanes will not be required at the east site access driveway. Eastbound and westbound left - turn lanes currently exist at the H 6SIVV R S intersection. It is expected that the traffic impact of the proposed Gopher Gulch RV Park development will not be significant. Do not hesitate to contact me if additional information is required. TABLE i1 Trip Generation I Code Use SizeRate AWDTE AM Peak Hour PM Peak Hour Trips Rats In I Rate Out Rate In Rate Out 416 RV P - East Portion 50 sites _ _* 0.09 4 0.16 8 0.25 13 0.16 f 8 416 RV Park - West Portion 79 sites * * 0.09 7 0,16 13 i 0.25 20 0,16 12 Total Trip Generation *` 11 21 33 20 *Daily rates not available 0 4J'10 SH66 AM/PM SITE GENERATED PEAK HOUR TRAFFIC Figure 1 —1i `DELICH say ir r` -ASSOCIATES APPENDIX SITE PLAN r, Nat ii.Chtleitt.r s$, 2t WC CNC WAY ROAD !rr� rime . . se - 42 i 4P Saw imam' awnts PROPERTY lit _._ a_ SITF INFORIMMATION BACK -IN & HEAD -IN SITES PULL THROUGH SITES TOTAL RV SITES COTTAGES ONE WAY ROADS TWO WAY ROADS SITE AREA so 41 12i e 20 ft wide 24 It. wide 632,490 sq.ft 1452 ac. GOPHER GULCH RV PARK RAMERNIFIT 1604 Sr tXTTrAUEB WD. ONE-WAY ROAD 5s5.Asa wii'ir rikaAbiav r ' Wit!;+! . ITiF_:i9 tthti a tifa#,r" .Q WO HOM0* it. 4 4..' ri 'AIR itDi!{fslttii.�" LI r Fit1943 Ari SCALE:i r=6' APRIL 4, 2016 10N MONT, COLORADO LU.GAL DLMM RJP riti3Fd A PARCEL of3AND LYING WIIHiM THE SOU THWESTQUARTER CIF SEC CION=l'IOW hiSHUP3 veil • .044, ..TH PRINCIPAL MERIDIAN, ("OLIN ry o. 'won, s'rACAOF L1�l,CM1.UJU 111Ctl:Li.A44PkJUAIW$ .,,y}EitJttil"Tc.L A t e ikanTr143Tt:LIRiNEROF ads ID JECI1UY.11 17rExl L NOON I1$ E, ALLINCA 1I 111:' ini J 2%I l Mr IC14LU %WVTIFSItti I AIL4M rllw A,1t ILie l l N :1 .4 ,11L1 t MAN Lit tW Si J la t111- 41T1'A'gT1l.IM plq(4j•31-1L4 1RR?%6'tra342 7I t' , tt Tl1. t1St:),f'G»T41t 131FINNfi CI THENCE CONTINUING ALONG rTCE WF,31 I IDft.OF V.U) 501) I HWER I LI,ART (,,R (* 3EC1ION 21 _3.d;D r11L'WI S I LJ$E'lF SAJI3 SUBD16 ISIPN EX1- P7I(M NC' SkiAGU mg) uJ w F: A LAS IAN'S CAF 2NU J. THENCE NK:'2 i LKJ E A.1 ONC TIlE NCR IN PRE OF SAD SUBUrt lSlL•N EXL'MY1 ION IVC, SI?'O6U A. DISIM4C5 ul• I d34u's rY IHr NOR1HIzA5 f CORNEA OF 5A In 5U13DJVISION EXEMPTION -. -.r. • 4h . 1IDr'Lrt13t 'v 5.: i4aMVNIhU'• ('.i] *. O I NE(C i ALONG I IIE L'C L I H LINE OF SA)I )ALTit)t1,'1S)O h EXiMPTICN NO SE 460 1'NE t11LLUW NC } 4:A.LL5 S4y'1. 'u W A DIST:00,1; CA' J457 G:5' 71JENCC itiln.'"4PV5 EA DISTANCE IJF I1 2I' I RENCE.$8c"! I out 2,1.1I$ I-AKCE OF 351 Ou 7U THE_ rERUE Ia[1' J1 C1F' BFFGIFiNJNC i ,'ly' L" M'. 6.1: ;ea !tam : is I.r �,�.a -{.l. •11i6g L _ al tl .8 - Li4 ALIC r. w teeta at; sari I a 1 r r., kik? rim a_a-ni IIT lit `iAli,1I& 9F' r BOOS Cip co r ° Pi x- LSdJ 23500 in L6 M IllieMI Rae Han OW so p OSA ANA aad1. c Fated ai Pare IIDWGWOQIN:EAU SIWS, ISASE this MO9120173 01242 AMC GToPDFpe] AWACTIC alrnit own MW. awe IC !b c 'gleic9;04 I- P a o — ISM i ADJACENT Q11+EIk OMEN' FAIRdS LTD t91t7ERiY „its 14 4 flP i N89-21'Dot VICINITY MAP GOPHER GULCH RV PARK & CAMPGROUND ANNEXATION # TO THE TOWN OF MEAD, WELD COUNTY, COLORADO ANNEXATION TABLE TOTAL BOUNDARY. 1681,08 LF CONTIGUOUS BOUµDARY: 280.22 L F 1/6TH OF TOTAL BOUNDARY: 28018 Li, RATIO: 1: 6 TOTAL AREA TO BE ANNEXED: 3.14 ACRES at. Na-ti. ara N89 5'DO'E saw ;.' a auy 4 a-1 1 N NI_ 91 c�% s% %dor � \\I A PORTION 8F 114 SOUTNWES1 gu,1 R OF SECTION 21, T.3N, R saW OF THE 6TH P.Y., COUNTY CW WEI,JW, STATE OF COLORADO, 11322 ACRES ADORES 1675 COUNTY ROAD 26 LCNCI4ONT, CO A050s—a51s try -15506 P. i 1712S" •Sub1. E3e•mplt No, SE -950 • 1ti 14520 ACRES "a Narnwalti 152G.Qf' IljaCCIT annum letter IFitam& Eli NASA, F10 120721'.IDOO4S --ie a_a S7— -_ Masi. asarto _ N09°?EWE' .U43 6I' giivEZCZ F' tar 1111F>t3I1P CMS Sa9e2.5`OO-#1 tit MaS MB' flaw-ta :a isaa STATE HIGHWAY 66 cow AL NEN ITV 11E7E PCPS 1}IA,T CHIiS A Ca.l ROC THE O> , 1, hoCRWACEE RR LS& uatil ar tiRTS LOADS IM YQp Dan,, 03.4IL't40. DII111574 OF PU$ r (a91TS-9F-wt. WIPE HEWN Panne TO DIE i0E1 9F MAC Fes{ hi NiifZA't1 N CIF THE IIRCPOITT ROC CF.- AS MIMS in CROFT N4. S≤aiNCI TtitC DENCIIMm TRACT CONTAINS 1412 sir MRS O1 LESS, Frei WIN AND &RIEI.T 10 AU. EASijIN= MD ROTS -OF -NAT EJ�t%IC AMCVOI OF PICNIC R1rr. CEDIWU MS STATE OFGa.1:01100] Mr( CIF ltE f�DOI!P1 QtARF1CAlE CF OlIZIONW WO AOOKIIILLOGEO eta ME Rt TNAS ILLY CF Id 'MEM Mt mut AJIa SEAL NOTARY &RIC aft .ear Lw.11a gaRtIFYIIIC tOAT1 SLAW I, Nan S PATLF1ISCIL PM A RECONLIIM Pala IAFD &SMSIM W 11E STATE IF MORaDO, 010 MEW airy THAT THE A1lQIMTKERJ MAP MOWN AMOK 8 A CDC T ORIIIFA701 ,OF THE FIVE CIESCAREC PARKA OF LMO Art 'qar eer :J1..7 r fl-Sn'I !KS or It PERIPICt't. EfOuti er ' 990 F L LS CONiIGUOLO PROEM tRDIICMW CO- ME vac 4F u*,tjl,, maim rg ♦Qf _cIS PENCE! MA Fen I mime* Cti,tY 1Rir THIS M;iP 00 I PCWI OE 1104 ICE PREMED ED LAM MY P€J!$O$M1, stare> et TIPS MT CIF CC ,S917 e• RAPS. -S �Lr -ra a ar nrammrs r4, SAM Ca_ nada litarT IritCE cab t i>a t.t,rnn 00 at -t►4>' i. PX vocipoit =Lime MCI AC 'tJM43C. N ra-Lit-11(11. in Ogin; 024eri. i Lam CM 14a} t.4lln₹r -woo is cepicsort, 00 IkeD•1 Vtittylsrist {RFea 4C4 1457.05' P1.d ngi abilln 2121C.wn Mir ere,. REDID A AI MO: COSICSICH'IC ATIESCh 4s: D PLUM" Io earl SOPETIltri JO Eaarltl.'t (fit iF3Taff'$) 4- "~-- I ,t1 w a s a ar OILY or 149 tan= — : r Kew emir Ca II MC �cJ ncLaantit. WI IC OM IS 's WWWL 7IR3 ANNIMATOR 1W' OF TEE -flinty Iai+ti et Bass a &Irafi:la AMICISi OV iO 1hE 1IUQ1 CF ADM iS APPROVE) AM) mon 8Y oicousecE SIR PASS l AND An AT UK WWI McE1N9 OF lNE ROAMS a 7FTIJSiEES of MEAD, COLCOACa, hELO ON , _ AND REMITS 'J __ AS FRECOP111111 NC, M 'Rif Flews= er ma cox AIO IOC OF c COMM CUM= n TAE D3A1e0 or'rmtus ar was OOLARAD0. TOW CLERIC 'MS ell* Mot 1.1.5 no nit =WIN RE WEE CIF THE COMA Oa NW tammlM CF Iii]O CLINT AT _kg, 4'1 DE _ DAT OF AJ3.. N 1W MCC PAZ, Ukel _____ a. *ilp ton! ! &ow my earl a .o SO 120 ' 9008 clife Min _l% soca IidF k)a1ttintemL PROPERTY ONC Q n tikint at 301 UtiliLy &Sem =. Data I NOIS's 16'x3"E I07 6 I' 2 SI35°019'15"E IM 1 N2' 3 $6Y3WO6"E 127 13' 56$°47'33"E I56.&7' 5136° I?' JN"E 104333' lit 5{;1' ini":8 34Y.41 7 N5U°06'Dl'E 70 3{Y II 5114°35'56"E 167 i b' 9 1iM4°35'56"W 15 [MV 10 581194'37"W 135 39' I I N7e04'51"W 185 Su' 12 1900.11'43"E 15 00' ] 3 S€9°'F l"E 59 45' 14 S3 1°3013096 17 50' 15 N29°5J15&"W J144 44' 16 N5.4"5?'4S"W 3 b2 7[Y l7 N3°30'22" W 73 90' NOTES IIIk.aaL'J14,deYi.t U1gAirei tW3 % E$ITI' UN' 4k' J11A LINIWks WM ?TUN' itaorMIRILAMISIVeerit Mw 4..a.itiWONUMfrir as nrin j41.1i tairlillinflai4a3 J Aroc-4$7;•F"C 1r I nil" Sala'. t1',:'kll• ay. chti, .171 ONs Tian C $4 A I Ml' GOPHER GULCH RV PARK & CAMPGROUND rel arr be.7.210 1ir>+ ANNEXATION MAP 19.E E'J'17' ICie 'IC a4$_ Tali CAI AM "CI ease --a Rocky Ridge Civil Engineering QC rot rem — .a TOT immune CD ICSOI Nap pivitierirsgsts MC i 1 OF LEGAL DESCRIPTION Ea164Qsariailig61161418A5ESip 10/1912011 HO 29 AM VW; ToPDFpc3 4. PARCEL OF LAND LY];1G 1w'ITHIN THE SOUTHWESTQUAR ER OF E€CTIQK 71 TOWNSHIP 3 • 'itA 11J irowi+.TY OF WELD. STATE OF y ,T77 A7+'YA i' ,, riots 1%451)1'05 Er ALONLi TEE.WEST LINE OF SAID St7Lrn44VE:rTQUARTER OFSGCTiDN!I A OLSTAStICEOF 19941 70 THE SULJtHWE.TCORNER OF SUBD(VISDON EXEN PTION tad S( -95D AND THE TRUE POINT GIF EEC [WHIM THEENCF C0NTLNU]NG ALONG TRE WEST LINE OF SAID SOL/ENV/ESTQUARTER pF Stj f j`10n12t AND tH2 WEST LINE ow S*LO swap.' 'VON EXEMPTION NO SE -4641 tJflll'ti I tli EA JJISTANCE OF '!. THENCE Ntt962$U0"E ALONG THE NUkTH Libt 34.aT3 4l,J prt 181L}W t*n''L'EI<1FTU}f t* SE96UAUIsIANCSOF 1615 GO TO THE NORTHEAST CORNER Or SAW SUBDIVISION EXEMPTION' NU 5£•961 THENCE 22310 at.) E A.Ltit1J THE EAST LINE DF9.4jJ.J sinroiviw0N ENEMTMON NO SE -9W A pISTANCk=CIF J29 9c"TO me SOUTHEAST CORNEA OF 5AD 5UBDJVISION EXEMP'TIO { NO SE. 964 THENCE.ALDND THE 500111 In OF SKID SUBDINISION Eh'EM 1 ION No 54;•969 THE POLIO WIN3 C.ilL:, itlY',3 GI: W A UJST'AIVOE OF J-057 05' THENCE Kliir JJ't5 Z* 4WANC-7 OF 11 21 THENCE SEIE2I W W A OLTTA.s.IGE OF !S3 UL, TO THE TRUE 6'[11'47 OF ]31%]NAILNQ CONTAINING 632 490 SF QR 14 Sap ACR,k$ fHOI J Ok LESS spot:, ' 0b * TFaia tam! II Jisamah. i { 8210 cc UI L 4'1 4 in _a. . t IR�FAI1r gap rid ISM MET .G.a r . -- — .1 5*Ct manna. -- 04 Raba mats L74fPlos5�s sO 11 Sr, 1.W Core Stt 1.1 T1N,Iti&8W I Painter MIAOW =Net wtELer MOO LJO FARO- at • SEIT .7 XIOM GOPHER GULCH RV PARK & CAMPGROUND ANNEXATION #2 'lb'1.:J sNeat sa ties R.a.• 7' M n'4 ' C. 'L.ir 2' Draw Cap cr "PipI LS* 23500 n Mmmmeu Mn :int'WE 152 0Y LLtr : �� frcat PACO& F40" 1Jar/900009 VICINITY SAP 'cam IZO C FE _re lOrECN ,re UM tir rani Si tin a 4 ISOM Frond Ili Raw ANNEXATION TABLE TOTAL BOUNDARY: 2346.00 CONTIGUOUS BOUNDARY: 391. 1/6TH OF TOTAL BOUNDARY; R14TiO: 1:6 TOTAL AREA. TO 8E ANNEXED: L F. OD L F. 391. D0 LF. 7,.02 Ams M69'25'OO'E TO THE TOWN 58s2sO0'W raw UNE OF MEAD, WELD COUNTY, COLORADO A PDRTI0N Cf THE SOUTHWEST QUARTER OF 21, 1.3W., Rt8W OF THE PQO NJY 4F WELD. STATE OF M0NAD* i4320 ACM 1Y mita- 1167216.06" STATE HIGHWAY 66 IMOCATE OF =N+, MAW ALL S DT 1W FICENT3 THAT MS A CAR GE016'Pt OA ICRTWiE Qi twf1.a UA OF CH N LANDS M r.c OREM, COURECQ, E1 Can CF IFIEn-FrHat CORM FCII ID 1NE 11DIRr or MEAD POR nt Asest1l r1 OF DC Ks3PFRTt EON OF:SGR6 D AS IO.1.046t St a. mum MD SE—UNI 10.15 DEPDREED TRACT ID'TAts MGR ACRES NOM On MS. TOOETHER Ism MAD SUBJECT TO AU. &R uts S -CF -fly rat ACAS Cc RiJ91le RECORD OOEGJRHI THIS WYE IF _ t 1 STATE OF CO_CRA00 SS COUNTY OF 247 THE FEREMOIC (Y IIFCA.TE OFW[ PP %LS ACRa EERED DEncE IAE Ny THS DAT 'Jr O9_, INritNEls NT SUC NC SEAT. fiWW r RELIC s ttes StJ�l i CERTIFICATE, NC L AAJJIi?E7i L PATI L Pty. A RESISTERS PROFE'r9RiAL LAW SURERR At WE STATE IF =UNIDO. CO ITV CURVY THAT'nf W1dEX+ii14M mac skim HERRN iS A CEFSEGT ORJ EAT1ON OF DE MOVE IIE9C7aEED MOOD, OF LAIC At THAT AT Inst bE—BIRTH (sfi ) OF DE RNINFER - id OMIT Oi MD P► r t5 t5NII W OLt3 it] 111E FtSa eapOIftr OF THE icsi tF IAFAD. 311.00. FEET COttRJ s% PIRAE'IER ?3AO.m FEET. I PATHS( KERTIF7 NAT THIS MEP MC tam CIESCREMON IEEE PREPARED WO YY PERIQUAL 21UPO iii ON 1/14S IQ CA? Cr nEMINIED ,2017. a a. PAIERIOn. PIS a onnao Fa a sa xten mat. Dec e ROCKY flOGE CM. Cfl1,9JLTANT5 400 Z Sr M8tt SUM pat LL'OAOI4T. CttORA44 atom XIa. SENIORS, PE Xt3-6s1-kX ft DINEE CMS At LtfA 004 1673 GOJNiT" ROM 2e Ll?RiNMT. CO 0:501. 303-5111-3404 Lm Pormarr (ma RIMS FaG LID 1457:OS' a a 'Cry; Flirt DI$4 PT ( MIT H v hRIES9 IIX'1917."c REIM= FIT THE IMO PLANS: Clsi®QI THE OA1t Cr PIlCEfixrlr 20 f—sMe OM Pasel, Of an Gs B0 4 34 60 190 r rrAa or APPIrAitis. Er 'IL Maa rs ar Mr-lijra, 7t�S ANtENESCOA RAP OF 'ME '<'i.OLiS it Tr At slier met : ADMEM1 IN to IFIE TORN of NEAO- IS itivp ovi.ts MID Acarto NT fTA SANtE HO PA® ANC AXEEO Al ihC MEW? ACETIC OF TilE WAND aT TIRIMEEIES OF MIND, CEUERACA IEJ lOal 2D THE smuts lllY{C�I�IDEDHE �ON .! v�s�s t OF !L • =Wry Mao° M Y 5 F !➢i�lWEEPS AS IAD .El T1l NHO / CHADO it,L` mt� VEST. TOME CLEW rooms a antv1GA.1F TtLS AMJat110A sw ENS TIM KW L✓f#Ji W NE roi 4f THE won antic MID RECORLIEA OF van WJIfl'Y AT ecocx A+, ON TMC _ D a Cr kA. 20_ N THE ODOK PACO AMY .IEtEPilfal IC. c =ow wan PPM WOW IDEMITY GOPHER GULCH RV PARK & CAMPGROUND ANNEXATION MAP NOTES SCAM Vaslar *so, macs !ttp tsad, a;i SLR oh, loraligins. HINEFORTI LOW Found Rim sr L> i a a ir Centerline or 301' ulii;ty Easement Dais NEIM6,43"E IU7 61J 3%5°09'1 S"E 18182' S[7S03a'l]6"E 1'371) 4 $6B°4T'33'E L56 KT 6 S5tI° 12'2 I"E. 3S9 43' 7 N5Q°Ofi'01°l: 70301 11 5B4°35'56'E 16716' 9 Ntl4°35'56"4V 15 011' 10 Stie"l4'37" W 13539' 1 A1'P1rU+'5I'W 1115 50' 12 NOrt11ro:}-t: 15 DO' 13 s'11.9e25'W1E iy193' 14 .31°38'40" E I7 50' 15 1912'9 51'511"' W 1821 40' J 6 N54'5T4ft"W 182 70' I f 12390'21"W 73 97 bisAltflt411I AAA. .• . r1.1 ts% 1 Ut ",!A HI LL%& Eli' SWUM V& otssiorn(i-^i N r Nits_ Dr n t•fr 11 4i 11 llit4°! I I rtkcLatbaletAt:aaarcitt** ILA I A ha Ai"' ;titw 4 0Pl'f1'x IUP.i s tHles .l,t, elli.n.r0. -ti U*,. J;i,I LE I i t'saa.. Rocky Ridge Civil Engineering N. as 4* stn rtm l Alled-p O40 1 OF 1 LEGAL. DESCRIPTION ZCMG 4404wnrs16et51t6l 1&MEd+tg 10134J?d17 ia41S?AM DWG rOAOC pt] A PARCEL OF LAND YINGi WI (MIN (HE SUUThVt7TQUARTJ( OF 55QT11)N 21 TOWNSHIP NORTH RANCE66 WEST OF I71E6TH PRINCIPAL ItMUDLAN COUNT YOFWELD SIATE OF COLORADO D€ CRIBED AS FOLLOWS COL ILIEW GATTHESOLTTHWESTCORNI&VFSA D1SECTIGONZI 'THENCE 7410.0105 F. ALON3G TILE WEST LUIIE OF SAID SOUTHWEST QUARTER OF 21C1(CN 1 A DISTANCE OF tPP0t'TO SOlTi11VE TC"IORNEROF3UBDIVISIONEXEIIF ION NO SE -960 AND THE TRUE POINT OW BEGINNING TILE> @CQ TINUTI+C ALONGTHE WETLINEOFSAID SOUTHWEST QUARTFSOFSECTION '-I Alt THE WEST LINE OF SALO SURDI5 1SIoN EXINWT14N NCI SE -96U NUL!'UI 115 E A LPISFANCE O Jk61T THENCE 1410.>'?S 00 E ALONE* THE NORTH LINE OF SAD &MBAS ION TTOt'i NO 5Fr9e60 A DISTANCE OF IWM 06'TO THE NORTHEAST CORNER OF SAID SUBDIVISION DENTITION Nu $6 -96U tFLENCE S+'s-10611 E ALONG THE EAST LINE OF SAID SUBDIVISION EXEMPTION NO SE -96U A DISTANCE OF 4299W TO THE SOUTHEAST CORNER. OF SAID SUBDI VISION E.KEEMP1ION NO $ -963, THENCE ALANC 171E SOUTH LINE OF SAID SUBDIVISION F.'cINIP1 BIN Na SE -900 IHE PLA,LAUi ] r' ;Ce'• *arit'01i titbrita0.14-. r •.:; ;; I ^v :.e' 4.1:4lnd:.s .'': e a 71 MI'+t:%l P at'd114rAI A 44111ITVidiQ11,P itir to Hi,•U l!Lc;'kaft4,W&L'Wee CONTAIN!NG 632 -ISO SF OR I -I520 ACRES MORE OR LESS soots° o r s T- - Ell.;r.r. gams a as lib Pant a ‘241 =Cdt N. nor 'ea LSI I" Bait Cap an 1"ptpc !SN 135t@ :, Wrkbnr-n, Purr PINVOWN IBS stainroDat 4alate OTaI�. aas2LSr ..arcLAW Sac m: t 5�61L; �';Yijt�i.rL 352 4X1 eSYmd Ora doom wales st Da MOIL IIa 1M7lh00XOU VICINITY MAP .1_,,.t I"=xl' Red ala GOPHER GULCH RV PARK & CAMPGROUND ANNEXATION #3 TO THE TOWN OF MEAD, WELD COUNTY, COLORADO ANNEXATION TABLE TOTAL BOUNDARY: 1793.43 CONTIGUOUS BOUNDARY 391 1/61H OF TOTAL BOUNDARY: RATIO: 1:4.6 TOTAL AREA TD QE ANNEXED LF 00 LF. 29891 L:.F 4,315 ACRES N8925' SD"E r` .7;y S'fJ 'ea NC 11/4 NS.61/4:s:biHNS:\N tft. vti ////e fidSaa 1:144 el# iti -41 . f �� i+ _ � � r �I'��.1�� l{'"+ JG'1 .�r��.� /0/ ,, ,,, trelleaerAreSeneWit Jr " 1 I e //He lel dt.�tY... iu i`:.. a � r N8r11'0l1"1: MI] 81' SECTION A Pofill011 OF NE SQUTH'�I QUAITTER OF 21. T llfl_, F 6SW Of THE STH P.M„ COUNTY OF WELD. STATE OF COLDRADO. 14-320 ACRES ADDRESS: 1673 COUNTY ROAD 2$ I,OMx7 dw1T, COP 4?44-9516 1626,.06' Sub. Err's' No. S E--9601 14.520 ACRES -a--' L! Isar ' I id. -:tip plm MI 12an1 O'+ raw taw -1P DIM 460 O rap DAIDINAL SCALE; V-60' rat 4f, id�St� o 4 q i� ,- Wei S8r2.5'or'w aWa SLIT' „li�w wit 41 tali ncir e STATE HIGHWAY 66 I:TIFEATE OF OV�i4NP, KICK ALL. VON By TILE ''.a= ,a THAT Palm w Cat gum tt'ama(s). = MY1EE Qi uwora al or corm* Lows M sin GaWm, F6 lINVIE OF REDO LECfi1S••�1uY; !HAW Can' rrri 1�p 10 NE '14Mi Ur Ift m it sE rslb, OF THE PROPERTY SOW SOB. DIBIFT M(OL. 9E-010 1Yu5: 1RACT SIMM S is POSES MORE OF LESS. TOWNER *7H MD 5{ - T TO JUT. E PAOAM5 APO �4tO/Ollf 4F MUJC R896i DiBuuITD #16 DAY of . 20 nit Cr m,I,FAIC 3 3 36 emoil I0a(T9--SAY F11MC war 3 6E PI CDbG �A11FCi�1E of SIRS S N V ACKNORENEDI OR ME 111E 8r PAW 11gE LOW OF a0� 'YINPJS LSY MAlt AW SEAL Mortar POEM YY C��l OPUS ifl U ° Asa--° ,.: tkat 'S CYO= IPM1'ri N/C 31:115W; deg AS IrAtt OF r ' urn, DO alit tar Dec S"; AYI.aIA!F31 *MAP Se!`i4 4111.14 0 + $ 1.4°,Ae!' 4 a` 4 aye OL.D Pin t . two i1iQ ''Ks? ii tier alf- r 1"rl) * M( lIt3T+•E21a, 1101.112 el D' VC Li 11L0aC_ 111, 1St P SENT oaaw,AY av THE Sntn 161' . 33 /1117 �A1fAvian. a tn." ft,,a a o w %'! ter 11A6t.'n a tL1. a Irma an a6Y l� t. WPM= Can °j....AI '.E' t -Itir T :T _ ela n a reiti sx .s tZ11L ETIVEIIit ROW( RED[ C'•6. CONSULTANTS CO 31ST moat sat 11110( LOI40 iGMT, .iQRAOG 5Q1 Jao.- SEMI a rS. PE �-4620, GAMER: i A UNITA CAIN 1673 CflMTT � $ LONOuONT, to 60364 403-561-3404 1457 .O5- -la a S- ��. 9''_r ICLIU r At 4.40 ery+, a t -a ATTEST: R.AMd01C OOWSQ'J'l rt:1 r el IRS ANtlY117TDY YEP OF 1HE -!It .� - - 6i+ •Ret _ se;.a.,r.. c. �dt1PE MU . FIRMED N4i 7L0i7f>'R70 Ai 114E RiEltJla . � APO WOODED ON S a ti'MIS1 l4 L' ARIES L S S MMp(J,1JOM 1t NE Teel OF MEAD' IS tAF1e1QuE50 AIQeacargo WV ICING OF THE WPM OAF'ttt61T.'ES co IEA3, COuORADe, lCD All E Rffi�CatlF n ©t .AS to a t Qr MELD ID rnr,, nSxaer Ile MAW REXEPIluN • IM 111 I>< 11ilLs1ti5O F LifwaL castanet 11l+M►" CIDI r BECEMEDIS ¶,fl uwi ailarim .u' aut Pit ►fiil deter ■ t11'dirlher to tut 15d41/tr al use 111uL! INOLOCIIM Cr CO Cl.A.rr at PI, a4 _ PY 9" AA. NI W 149: NY 6ia,Z IMP .Att'JCFT1a i SC NOTES TEaJ LLIJAkI`SUII AIL iIA*L.+ 14 4- ._ ._ A . I. FOUND MONUMENTS C7tr F —s f5 Ras Teo LISA a. al =WU s Centerline ar 347 US* EasaatcJLt Data ld'U3"$ LUW or 5B3't}99S"E 111182' 56338 E 121 13' 4 Still°4T33tl6"E 151b 87' 5 SI1692'48"E 108 33' 4 S50145036.01.72.1,1: 349 d3' I 709 3: 584'°`:15'54".E 167 I6' 'A N 3.1 .'Male OW I D 51384'37"W 135 39 l t 1'31f014° 1 35 I "W' 185 SQ' 12 11TUY°U 1'03"2 15 W 13 $49°25100"E 5993* 14 S3It38'UU"E 15(1" 15 N29951'50" W 184.46' I a N S4C$7'40"W l.8? 7U' 17 1`113 °3U'22" W 73 9SI' LL$ ?putt UI',Si u(• ulit'lL'tSIJP. a : . ; 'Ct.- J I Lu !4: 11111 411 MJPC71* 114 IS t*AWING GOPHER GULCH RV PARK & CAMPGROUND 167. M NEXA111OH SAP i 10/10/I 7 MATE cAll PO I .1156 PO i11a,.k ^Mao 6a-1 Rocky Ridge Civil Engineering rest. 10T aoeQl 314' r.,ae1 cal'slpazat s Hx- 1 OF USDA United States Department of Agriculture N RCS Natural Resources Conservation Service A product of the National Cooperative Soil Survey, a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local participants Custom Soil Resource eport for Weld County, Colorado, Southern Part Gopher Gulch RV Park September 26, 2016 Preface Soil surveys contain information that affects land use planning in survey areas. They highlight soil limitations that affect various land uses and provide information about the properties of the soils in the survey areas. Soil surveys are designed for many different users, including farmers, ranchers, foresters, agronomists, urban planners, community officials, engineers, developers, builders, and home buyers. Also, conservationists, teachers, students, and specialists in recreation, waste disposal, and pollution control can use the surveys to help them understand, protect, or enhance the environment. Various land use regulations of Federal, State, and local governments may impose special restrictions on land use or land treatment. Soil surveys identify soil properties that are used in making various land use or land treatment decisions. The information is intended to help the land users identify and reduce the effects of soil limitations on various land uses. The landowner or user is responsible for identifying and complying with existing laws and regulations. Although soil survey information can be used for general farm, local, and wider area planning, onsite investigation is needed to supplement this information in some cases. Examples include soil quality assessments (http://www.nrcs.usda.goviwpsiportall nres/main/soils/health/) and certain conservation and engineering applications. For more detailed information, contact your local USDA Service Center (http:// offices.sc.egov.usda.gov/locatorlapp?agency=nres) or your NRCS State Soil Scientist (http: //www. n res.usda.g ovlwps/portalln res/detail/soilslcontactu s!? cid=nres142p2_053951). Great differences in soil properties can occur within short distances. Some soils are seasonally wet or subject to flooding. Some are too unstable to be used as a foundation for buildings or roads. Clayey or wet soils are poorly suited to use as septic tank absorption fields. A high water table makes a soil poorly suited to basements or underground installations. The National Cooperative Soil Survey is a joint effort of the United States Department of Agriculture and other Federal agencies, State agencies including the Agricultural Experiment Stations, and local agencies. The Natural Resources Conservation Service (NRCS) has leadership for the Federal part of the National Cooperative Soil Survey. Information about soils is updated periodically. Updated information is available through the NRCS Web Soil Survey, the site for official soil survey information. The U.S. Department of Agriculture (USDA) prohibits discrimination in all its programs and activities on the basis of race, color national origin, age, disability, and where applicable, sex, marital status, familial status, parental status, religion, sexual orientation, genetic information, political beliefs, reprisal, or because all or a part of an individual's income is derived from any public assistance program. (Not all prohibited bases apply to all programs.) Persons with disabilities who require alternative means 2 for communication of program information (Braille, large print, audiotape, etc.) should contact USDA's TARGET Center at (202) 720-2600 (voice and TDD). To file a complaint of discrimination, write to USDA, Director, Office of Civil Rights, 1400 Independence Avenue, S.W., Washington, D.C. 20250-9410 or call (800) 795-3272 (voice) or (202) 720-6382 (TDD). USDA is an equal opportunity provider and employer. 3 Contents Preface.,,„ R a r e t s s■ a. •r e a -a ■■. e e■ .... a s i A 2 HowSoli Surveys Are Made ................. e.. .. ......,.... R! Y2et7a"•F'La e••r•aRae•.•re e.e...r.. Snort Soil �f,�M a p Soil Map.. • ■- .., rt-'.......e.aa.e8 Legen d....e.1Itaa•e lae.! ■■ .F._.-I-.*iaet, stemmas .la..rrm...a•/ Map Unit Legend Map Unit Descriptions........, Weld County, Colorado, Southern Part ...Fe ie_.:f.....i._.....,r.ttl,er1: 4 Aquoils and Aquepts, flooded a _ ..:.. *. _ 12 65 Thedalund loam, 3 to 9 percent slopes..,.e.t,/fans aasaaaa:as .:._..4 ... ..i_.,.1 82—Wileyrr l ley +o Colby complex, 1 to 3 percent slopes.. a ... a r ... ... a t o-..... 83 —Wiley -Colby complex, 3 to 5 percent sly/'pes,.....l.........rl.....a.....a..•.i a...b17 85 —Water. leliss47R.P. +.aaa18 References ra it a fi■ a I 4 ... • :. a. a -.. a. r .. R_Saar, 10 10 How Soil Surveys Are Made Soil surveys are made to provide information about the soils and miscellaneous areas in a specific area. They include a description of the soils and miscellaneous areas and their location on the landscape and tables that show soil properties and limitations affecting various uses. Soil scientists observed the steepness, length, and shape of the slopes; the general pattern of drainage; the kinds of crops and native plants; and the kinds of bedrock. They observed and described many soil profiles. A soil profile is the sequence of natural layers, or horizons, in a soil. The profile extends from the surface down into the unconsolidated material in which the soil formed or from the surface down to bedrock. The unconsolidated material is devoid of roots and other living organisms and has not been changed by other biological activity. Currently, soils are mapped according to the boundaries of major land resource areas (NILRAs). MLRAs are geographically associated land resource units that share common characteristics related to physiography, geology, climate, water resources, soils, biological resources, and land uses (USDA, 2D06). Soil survey areas typically consist of parts of one or more MLRA. The soils and miscellaneous areas in a survey area occur in an orderly pattern that is related to the geology, landforms, relief, climate, and natural vegetation of the area. Each kind of soil and miscellaneous area is associated with a particular kind of landform or with a segment of the landform. By observing the soils and miscellaneous areas in the survey area and relating their position to specific segments of the landform, a soil scientist develops a concept, or model, of how they were formed. Thus, during mapping, this model enables the soil scientist to predict with a considerable degree of accuracy the kind of soil or miscellaneous area at a specific location on the landscape. Commonly, individual soils on the landscape merge into one another as their characteristics gradually change. To construct an accurate soil map, however, soil scientists must determine the boundaries between the soils. They can observe only a limited number of soil profiles. Nevertheless, these observations, supplemented by an understanding of the soil -vegetation -landscape relationship, are sufficient to verify predictions of the kinds of soil in an area and to determine the boundaries. Soil scientists recorded the characteristics of the soil profiles that they studied. They noted soil color, texture, size and shape of soil aggregates, kind and amount of rock fragments, distribution of plant roots, reaction, and other features that enable them to identify soils. After describing the soils in the survey area and determining their properties, the soil scientists assigned the soils to taxonomic classes (units). Taxonomic classes are concepts. Each taxonomic class has a set of soil characteristics with precisely defined limits. The classes are used as a basis for comparison to classify soils systematically. Soil taxonomy, the system of taxonomic classification used in the United States, is based mainly on the kind and character of soil properties and the arrangement of horizons within the profile. After the soil scientists classified and named the soils in the survey area, they compared the 5 Custom Soil Resource Report individual soils with similar soils in the same taxonomic class in other areas so that they could confirm data and assemble additional data based on experience and research. The objective of soil mapping is not to delineate pure map unit components; the objective is to separate the landscape into la n dform s or landform segments that have similar use and management requirements. Each map unit is defined by a unique combination of soil components and/or miscellaneous areas in predictable proportions. Some components may be highly contrasting to the other components of the map unit. The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The delineation of such Iandforrns and landform segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, onsite investigation is needed to define and locate the soils and miscellaneous areas. Soil scientists make many field observations in the process of producing a soil map. The frequency of observation is dependent upon several factors, including scale of mapping, intensity of mapping, design of map units, complexity of the landscape, and experience of the soil scientist. Observations are made to test and refine the soil - landscape model and predictions and to verify the classification of the soils at specific locations. Once the soil -landscape model is refined, a significantly smaller number of measurements of individual soil properties are made and recorded. These measurements may include field measurements, such as those for color, depth to bedrock, and texture, and laboratory measurements, such as those for content of sand, silt, clay, salt, and other components. Properties of each soil typically vary from one point to another across the landscape. Observations for map unit components are aggregated to develop ranges of characteristics for the components. The aggregated values are presented. Direct measurements do not exist for every property presented for every map unit component. Values for some properties are estimated from combinations of other properties. While a soil survey is in progress, samples of some of the soils in the area generally are collected for laboratory analyses and for engineering tests. Soil scientists interpret the data from these analyses and tests as well as the field -observed characteristics and the soil properties to determine the expected behavior of the soils under different uses. Interpretations for all of the soils are field tested through observation of the soils in different uses and under different levels of management. Some interpretations are modified to fit local conditions, and some new interpretations are developed to meet local needs. Data are assembled from other sources, such as research information, production records, and field experience of specialists. For example, data on crop yields under defined levels of management are assembled from farm records and from field or plot experiments on the same kinds of soil. Predictions about sod behavior are based not only on soil properties but also on such variables as climate and biological activity. Soil conditions are predictable over long periods of time, but they are not predictable from year to year. For example, soil scientists can predict with a fairly high degree of accuracy that a given soil will have a high water table within certain depths in most years, but they cannot predict that a high water table will always be at a specific level in the soil on a specific date. After soil scientists located and identified the significant natural bodies of soil in the survey area, they drew the boundaries of these bodies on aerial photographs and identified each as a specific map unit. Aerial photographs show trees, buildings, fields, roads, and rivers, all of which help in locating boundaries accurately. 6 Soil Map The soil map section includes the soil map for the defined area of interest, a list of soil map units on the map and extent of each map unit, and cartographic symbols displayed on the map. Also presented are various metadata about data used to produce the map, and a description of each soil map unit. 7 4Er 12' 23" N 2 X10D 12'1O"N 1©5° 1'4'W I V 49a500 498560 N A Custom Soil Resource Report Soil Map 498740 I I 4981 498740 Map : 1:2,9301pitied on A landscape (11" x B.51) sheet ivIelers 40 80 160 240 Fed 0MO 200 4O0 600 Map projection: Wb Merctnr Corner oontriina : WGSB4 Edge ti:': UTM Zone 13N W 498800 8 498920 498980 0 499100 105° 4'3TW 40°12'23'P4 4EP 12'10"N Custom Sail Resource Report MAP LEGEND Area of Interest (AOl) Area of interest (AO') Soils O Soil Map Unit Polygons Soil Map Unit Lines Soil Map Unit Points Special Point Features x 0 y xi A. S 0 V N Blowout Borrow Pit Clay Spot Closed Depression Gravel Pit Gravelly Spot Landfill Lava Flow Marsh or swamp Mine or Quarry Miscellaneous Water Perennial ',Plater Rock Outcrop Saline Spot Sandy Spot Severely Eroded Spot Sinkhole Slide or Slip Sodic Spot C r,41;I S po it Area Stony Spot Very Stony Spot Wet Spot Other 4 all Special Line Features Water Features Streams and Canals Trans portation +.1-I Rails Interstate Highways US Routes Major Roads Local Roads Background Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. VVarrrhng: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: L: http:/ifwebsoilsurvey.nr .usda,gov Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the US DA -N RCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 14, Sep 22, 2015 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Mar 16, 2012 —Apr 13, 2012 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting c kftepi-tit ct ri Tres -mbe evtdcrtt. Custom Soil Resource Report Map Unit Legend Weld County, Colorado, Southern part (00610) Map Unit Symbol Map Unit Name Acres In A01 Percent of AOl 4 Aqualls and Aquepts, flooded 65 83 Thedalund loam, 3 to 9 percent slopes Wiley -Colby complex, 1 to 3 percent slopes Wiley -Colby complex, 3 to 5 percent slopes 85 Water Totals for Area of Interest 72 2.8 6,5 Map Unit Descriptions 3.0 0.6 20.0 35.9% 13.8% 32,34 14.9% 3.0% 100.0% The map units delineated on the detailed soil maps in a soil survey represent the soils or miscellaneous areas in the survey area. The map unit descriptions, along with the maps, can be used to determine the composition and properties of a unit. A map unit delineation on a soil map represents an area dominated by one or more major kinds of soil or miscellaneous areas. A map unit is identified and named according to the taxonomic classification of the dominant soils. Within a taxonomic class there are precisely defined limits for the properties of the soils. On the landscape, however, the soils are natural phenomena, and they have the characteristic variability of all natural phenomena. Thus, the range of some observed properties may extend beyond the limits defined for a taxonomic class. Areas of soils of a single taxonomic class rarely, if ever, can be mapped without including areas of other taxonomic classes. Consequently, every map unit is made up of the soils or miscellaneous areas for which it is named and some minor components that belong to taxonomic classes other than those of the major soils. Most minor soils have properties similar to those of the dominant soil or soils in the map unit, and thus they do not affect use and management. These are called noncontrasting, or similar, components. They may or may not be mentioned in a particular map unit description. Other minor components, however, have properties and behavioral characteristics divergent enough to affect use or to require different management. These are called contrasting, or dissimilar, components. They generally are in small areas and could not be mapped separately because of the scale used. Some small areas of strongly contrasting soils or miscellaneous areas are identified by a special symbol on the maps. If included in the database for a given area, the contrasting minor components are identified in the map unit descriptions along with some characteristics of each. A few areas of minor components may not have been observed, and consequently they are not mentioned in the descriptions, especially where the pattern was so complex that it was impractical to make enough observations to identify all the soils and miscellaneous areas on the landscape. 10 Custom Soil Resource Report The presence of minor components in a map unit in no way diminishes the usefulness or accuracy of the data. The objective of mapping is not to delineate pure taxonomic classes but rather to separate the landscape into landforms or landform segments that have similar use and management requirements. The delineation of such segments on the map provides sufficient information for the development of resource plans. If intensive use of small areas is planned, however, onsite investigation is needed to define and locate the soils and miscellaneous areas. An identifying symbol precedes the map unit name in the map unit descriptions. Each description includes general facts about the unit and gives important soil properties and qualities. Soils that have profiles that are almost alike make up a soil series. Except for differences in texture of the surface layer, all the soils of a series have major horizons that are similar in composition, thickness, and arrangement. Soils of one series can differ in texture of the surface layer, slope, stoniness, salinity, degree of erosion, and other characteristics that affect their use. On the basis of such differences, a soil series is divided into soil phases. Most of the areas shown on the detailed soil maps are phases of soil series. The name of a soil phase commonly indicates a feature that affects use or management. For example, Alpha silt loam, 0 to 2 percent slopes, is a phase of the Alpha series. Some map units are made up of two or more major soils or miscellaneous areas. These map units are complexes, associations, or undifferentiated groups. A complex consists of two or more soils or miscellaneous areas in such an intricate pattern or in such small areas that they cannot be shown separately on the maps. The pattern and proportion of the soils or miscellaneous areas are somewhat similar in all areas. Alpha -Beta complex, 0 to 6 percent slopes, is an example. An association is made up of two or more geographically associated soils or miscellaneous areas that are shown as one unit on the maps. Because of present or anticipated uses of the map units in the survey area, it was not considered practical or necessary to map the soils or miscellaneous areas separately. The pattern and relative proportion of the soils or miscellaneous areas are somewhat similar. Alpha - Beta association, 0 to 2 percent slopes, is an example. An undifferentiated group is made up of two or more soils or miscellaneous areas that could be mapped individually but are mapped as one unit because similar interpretations can be made for use and management. The pattern and proportion of the soils or miscellaneous areas in a mapped area are not uniform. An area can be made up of only one of the major soils or miscellaneous areas, or it can be made up of all of them. Alpha and Beta soils, 0 to 2 percent slopes, is an example. Some surveys include miscellaneous areas. Such areas have little or no soil material and support little or no vegetation. Rock outcrop is an example. 11 Custom Soil Resource Report Weld County, Colorado, Southern Part 4—Aquolls and Aquepts, flooded Map Unit Setting National map unit symbol: 3621 Elevation: 3,600 to 4,700 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 50 to 55 degrees F Frost -free period: 100 to 165 days Farmland classification. Prime farmland if drained and either protected from flooding or not frequently flooded during the growing season Map Unit Composition Aquolls and similar soils: 55 percent Aquepts, flooded, and similar soils: 25 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Aquolls Setting Landform: Depressions, drainageways, plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Recent alluvium Typical profile HI - 0 to 8 inches: variable H2 - 8 to 60 inches: stratified sandy loam to clay Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (sat) : Moderately low to high (0.06 to 6.00 initer) Depth to water table: About 6 to 36 inches Frequency of flooding: Frequent Frequency of poriding: None calcium carbonate, maximum in profile: 10 percent Salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0 mmhosicm) Sodium adsorption ratio, rnaximum in profile: 5.0 Available water storage in profile: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (nonirrigated) : 6w Hydrologic Soli Group: D Ecological site: Salt Meadow (R067BY035C0) Hydric soil rating: Yes 12 Custom Soil Resource Report Description of Aquepts, Flooded Setting Landfo : Stream terraces Down -slope shape: Linear Across -slope shape: Linear Parent material: Recent alluvium Typical profile HI - 0 to 8 inches: variable H2 - 8 to 60 inches: stratified sandy loam to clay Properties and qualities Slope: 0 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Poorly drained Runoff class: Very low Capacity of the most limiting layer to transmit water (sat): Moderately low to high (0.06 to 6.00 inlhr) Depth to water table: About 6 to 36 inches Frequency of flooding: Frequent Frequency ofpondirig: None Calcium carbonate, maximum in profile: 10 percent salinity, maximum in profile: Moderately saline to strongly saline (8.0 to 16.0 mmhosfcm) Sodium adsorption ratio, maximum in profile: 5.0 Available water storage in profile: Low (about 4.7 inches) Interpretive groups Land capability classification (irrigated): 6w Land capability classification (nonirrigated): ted) : 6w Hydrologic Soil Group: D Ecological site: Wet Meadow (R067BY038CO) Hydric soil rating: Yes Minor Components Thedalund Percent of map unit: 10 Hydric soil rating: Na Haverson Percent of map unit: 10 Hydric soil rating: No percent percent 65—Thedalund loam, 3 to 9 percent slopes Map Unit Setting National map unit symbol: 363h Elevation: 4,900 to 5,250 feet 13 Custom Soil Resource Report Mean annual precipitation: 13 to 15 inches Mean annual air temperature: 46 to 48 degrees F Frost -free period: 130 to 160 days Farmland classification: Not prime farmland Map Unit Composition Thedalund and similar soils: 80 percent Minor components: 20 percent Estimates are based on observations, descriptions, and transects of the rrrapunit. Description of Thedalund Belting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Residuum weathered from shale Typical profile HI - 0 to 8 inches: loam H2 - 8 to 29 inches: loam H3 - 29 to 33 inches: weathered bedrock properties and qualities Slope: 3 to 9 percent Depth to restrictive feature: 20 to 40 inches to paralithic bedrock Natural drainage class: Well drained Runoff class: Medium Capacity of the most limiting layer to transmit water (Ksat): Moderately low to high (0.06 to 2.00 inch r) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent salinity, maximum in profile: Nonsaline a to moderately saline (0.0 to 8.0 mm h osicm ) Available water storage in profile: Low (about 4.9 inches) Interpretive groups Land capability classification (irrigated) : 4e Land capability classification (nonirrigated) : 6e Hydrologic Soil Group: C Ecological site: Loamy Plains (Ro67BYo02CO) Hydric soil rating: No Minor Components Ulm Percent of map unit; 7 percent Hydric soil rating: No Renohill Percent of map unit: 6 percent Hydric soil rating: No Terry Percent of map unit: 6 percent Hydric soil rating: No 14 Custom Soil Resource Report Otero Percent of map unit: 1 percent Hydric soil rating: No 82 Wiley -Colby complex, I to 3 percent slopes Map Unit Setting National map unit symbol: 3643 Elevation: 4,850 to 5,000 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 54 degrees F Frost -free period: 135 to 170 days Farmland classification: Prime farmland if irrigated Map Unit Composition Wiley and similar soils: 60 percent Colby and similar soils: 30 percent Minor components: 10 percent Estimates are based on observations, descriptions, and transects of the mapunit. Description of Wiley Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile HI - 0 toll inches: silt loam H2 - f I to 60 inches: silty clay loam H3 - 60 to 64 inches: silty clay loam Properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than BO inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (sat): Moderately high to high (0.60 to 2.00 inlhr) Depth to water table: More than BO inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhaslcm) Available water storage in profile: High (about 11.7 inches) Interpretive groups Land capability classification (irrigated): 2e Land capability classification (nonirriga ted): 4e 15 Custom Soil Resource Report Hydrologic Soil Group: B Ecological site: Loamy Plains (ROO7BYOO2CO) Hydric soil rating: No Description of Colby Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile HI - 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam properties and qualities Slope: 1 to 3 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (sat): Moderately high to high (0.57 to 2.00 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of nnndinrr' None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.6 inches) Interpretive groups Land capability classification (irrigated): 3e Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) Hydric soil rating: No Minor Components Held! Percent of map unit: 4 percent Hydric soil rating: No Weld Percent of map unit: 4 percent Hydric soil rating: No Keith Percent of map unit: 2 percent Hydric soil rating: No Custom Soil Resource Report 83 Wiley -Colby complex, 3 to 5 percent slopes Map Unit Setting National map unit symbol: 3644 Elevation: 4,850 to 5,000 feet Mean annual precipitation: 12 to 16 inches Mean annual air temperature: 48 to 54 degrees F Frost -free period: '135 to 170 days Farmland classification: Farmland of statewide importance Map Unit Composition Wiley and similar soils: 55 percent Colby and similar soils: 30 percent Minor components: 15 percent Estimates are based on observations, descriptions, and transacts of the mapunit. Description of Wiley Setting Landforrn: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eol i ari deposits Typical profile HI - 0 to 11 inches: silt loam H2 - 11 to 60 inches: silty clay loam H3 - 60 to 64 inches: silty clay loam properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 inlhr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Salinity, maximum in profile: Nonsaline to very slightly saline (0.0 to 2.0 mmhosicm) Available water storage in profile: High (about 11.7 inches) interpretive groups Land capability classification (irrigated) : 3e Land capability classification (non irrigated); 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (R067BY002CO) (-lydric soil rating: Na 17 Custom Soil Resource Report Description of Colby Setting Landform: Plains Down -slope shape: Linear Across -slope shape: Linear Parent material: Calcareous eolian deposits Typical profile HI - 0 to 7 inches: loam H2 - 7 to 60 inches: silt loam Properties and qualities Slope: 3 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Runoff class: Low Capacity of the most limiting layer to transmit water (sa t): Moderately high to high (0.57 to 2.00 in/hr) Depth to water table: More than 80 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 15 percent Available water storage in profile: High (about 10.6 inches) interpretive groups Land capability classification (irrigated): Se Land capability classification (nonirrigated): 4e Hydrologic Soil Group: B Ecological site: Loamy Plains (RDO7BY00 C0) Hydric soli rating: No Minor Components Heldt Percent of map unit: 9 percent Hydric soil rating: No Weld Percent of map unit: 6 percent Hydric soil rating: No 85 Water Map Unit Composition Water: 95 percent Minor components: 5 percent Estimates are based on observations' descriptions, and transacts of the mapunit. 18 Custom Soil Resource Report Minor Components Aquolls Percent of map unit: 5 percent Landform: Marshes Hydric soil rating: Yes References American Association of State Highway and Transportation Officials (AASHTO). 2004. Standard specifications for transportation materials and methods of sampling and testing. 24th edition. American Society for Testing and Materials (ASTM). 2005. Standard classification of soils for engineering purposes. ASTM Standard 02487-00. Cowardin, L.M., V. Carter, F.C. Golet, and E.T. LaRoe. 1979. Classification of wetlands and deep -water habitats of the United States. U.S. Fish and Wildlife Service F .A.fS/OBS-79/31. Federal Register. July 13, 1994. Changes in hydric soils of the United States. Federal Register. September 18, 2002. Hydric c soils of the United States. Hurt, G.W., and L.M. Vasilas, editors. Version 6.0, 2006. Field indicators of hydric soils in the United States. National Research Council. 1995. Wetlands: Characteristics and boundaries. Soil Survey Division Staff. 1993. Soil survey manual. Soil Conservation Service. U.S. Department of Agriculture Handbook 18. http : /Iwww, arcs. u sd a. gov/wpslportal/n res/ detail/national/soils/2cid=nres142p2_054252 Soil Survey Staff, 1999. Soil taxonomy: A basic system of soil classification for making and interpreting soil surveys. 2nd edition. Natural Resources Conservation Service, U.S. Department of Agriculture Handbook 436. httplivnivw.nrcs.usda.gov/wpsiportall nres/detail/national/soilsl?cid=nres142p2_053577 Soil Survey Staff. 2010. Keys to soil taxonomy. 11th edition, U.S. Department of Agriculture, Natural Resources Conservation Service. http://www.nres.usda.gov/wps/ portal/nresldetail/national/soils/?cid=nres142p2_053580 Tiner, R.W., Jr. 1985. Wetlands of Delaware. U.S. Fish and Wildlife Service and Delaware Department of Natural Resources and Environmental Control, Wetlands Section. United States Army Corps of Engineers, Environmental Laboratory. 1987. Corps of Engineers wetlands delineation manual. Waterways Experiment Station Technical Report Y-87-1. United States Department of Agriculture, Natural Resources Conservation Service National forestry manual. http:flwily.nres.usda.gov/wps/portalfnresldetail/soils/ home/?cid=nres142p2_053374 United States Department of Agriculture, Natural Resources Conservation Service National range and pasture handbook. http://www.nres.usda.gav/wps/portal/nresl detaillnationalllandusetrangepasture/'?cid=stelprdb1043084 20 Custom Soil Resource Report U nited States Department of Agriculture, Natural Resources Conservation Service. N ational soil survey handbook, title 430 -VI, http://www.nres.usda.gov/wpslpartaIl nresldetaillsoflslscientistsl?cid=nrow' 42p2_054242 U nited States Department of Agriculture, Natural Resources Conservation Service. 2006, Land resource regions and major land resource areas of the United States, the Caribbean, and the Pacific Basin. U.S. Department of Agriculture Handbook 296. http: /lwww. n res .usda. g ovlwp slportalln res/d eta illnatio na llsoi I sl? cid=n res 142p2_053624 United States Department of Agriculture, Soil Conservation Service, 1961. Land capability classification. U.S. Department of Agriculture Handbook 210. http:// www. nres,usda.gov/lmernetlFSE_D OCUMENTS/n res142p2,052290.pdf 21 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 10112/2010 12:08:11 PM THE UNDERSIGNED, Stales that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http:/1www.co.weld.eo.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Property Owners Within 500 ft of Parcel # 120721300047 Signature Date Account Parcel Owner I Mailing Address R4758786 120720000047 1995 LONGMONT, HWY 66 CO 80504 RYMAN MICHAEL RONALD R4758886 120720000048 HELDT MICHAEL P 84758886 120720000048 WRON S KI KENNETH M 14077 LONGMONT, COUNTY ROAD CO 805049642 5 R4758986 120720000049 1 I MCATEE SEAN R4758986 120720000049 HAYS WILLIAM 14153 LONGMONT, COUNTY ROAD CO 805049642 5 R0909501 120720000096 14491 LONGMONT, C/O JOHN COUNTY HALEY CO ROAD 805049642 5 HALEY LAND COMPANY LLC 80909601 120720000097 p HALEY LAND COMPANY LLC 14491 LONGMONT, C/O JOHN COUNTY HALEY CO ROAD 805049642 5 84780286 120721000006 LIBERTY HALL GRANGE I N C No. 459 1205 LONGMONT, LINCOLN CO ST 805013817 80/66888 120721000043 CENTRAL GARDEN & PET COMPANY 2389 STATE HIGHWAY 66 WELD COUNTY COLORADO LAND RECORDS AFFIDAVIT OF INTERESTED LAND OWNERS SURFACE ESTATE 10/12/2016 12:08:11 PM THE UNDERSIGNED, States that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses, and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of the property (the surface estate) within 500 feet of the property being considered. This list was compiled utilizing the records of the Weld County Assessor available on the Weld County Internet Mapping site, http://www.co.weld.co.us, and has not been modified from the original. The list compiled for the records of the Weld County Assessor was assembled within thirty days of the applications submission date. Signature Date Property Owners Within 500 ft of Parcel # 120721300047 Account Parcel 1 Owner Mailing Address LONGMONT, CO 805049608 R2528003 120721300046 KITELEY FARMS LTD 13844 COUNTY LONGMONT, ROAD CO 80504961/ 7 R2528103 120721300047 CAIN CHRIS A 1675 LONGMONT, COUNTY ROAD CO 80504951.6 26 R8944198 120721401001 EQUINOX MEAD LLC 10450 BRIGHTON, E 159TH CO CT 806027977 84769786 120728000029 MAC DOWELL L JAMES L JR KARIN N C 13926 LONGMONT, CR 5 CO 80501 R4770086 120728000037 SILENGO MYRA 2498 STATE LONGMONT, HWY 65 CO 80504 R4770686 120729000025 HEIL JACOB SCOTT 9747 COUNTY FORT LUPTON, N, ROAD CO 26 606219708 R8077600 120729000089 OLANDER DEAN L COMPANY 6 88077600 120729000089 °LANDER DOROTHY A FAMILY TRUST 13799 LONGMONT, COUNTY CO ROAD 805049640 5 Town of Mead 441 Third. Street P.O. Box 626 970-535-4477 Mead, CO 80542 www.townofinead.org ANNEXATION TECHNICAL CRITERIA FORM Project Name Gopher Gulch RV Park & Campground Project Address and Legal Description Sub. Exempt No. SE -960 1675 County Rd 26, Longmont,. CO 80504-9516 Date Submitted 10-17-17 Fees Submitted Waived Please provide the following to the Town Clerk with this checklist form. For additional information, refer to 16-8-101 through 16-8-109 of the Mead Town Code. X X X X X X X X X X 1. Five (5) paper copies of the complete annexation application package in D -ring binders. 2. All maps, legal descriptions and surrounding property owner information on 3 CDs. 3. Land Use Application Form, including certification of ownership. 4. Fee Agreement and Deposit. 5. Surrounding and Interested Property Ownership Report. 6. Letter of Intent to Annex. 7. Annexation Petition. The applicant shall submit a petition for annexation complying with the requirements of C.R.S. § 31-12-107. The Town's standard form petition shall be utilized. The petition shall contain the following statements: An allegation that it is desirable and necessary that the area be annexed to the municipality. An allegation that eligibility requirements and limitations have been met or addressed respectively. An allegation that the petitioners comprise the land owners of more than fifty (50) percent of the territory included in the proposed annexation area (excluding streets and alleys). A request that the annexing municipality approve the annexation. Annexation Technical Criteria Form 08/09 Page 1 of 11 X X X X X X X X If not already included, consent to the inclusion of the property into the applicable special districts as appropriate. A waiver of any right to election pursuant to Section 28 of Article X of the Colorado Constitution before a district can impose property tax levies and special assessments. The dated signatures of petitioning landowners. Petition signatures must be signed within one hundred eighty (180) days of the date the petition is first submitted to the Town Clerk. The mailing address of each signer of the petition. The full legal description of land owned by each signer of the petition (if platted, by lot and block; if un-platted, by metes and bounds). The affidavit of each petition circulator that each petitioner's signature is valid. 8. Annexation Map. The annexation map shall be signed and sealed by the registered land surveyor or engineer preparing the map, or underwhose supervision the annexation map was prepared. Provide one (1) "Annexation Map Land Surveying Standards Checklist" completed by the Surveyor (attach to the "original" application packet). The annexation map shall be an original drawing on 24" x 36t1 flat, spliceless, tapeless and creaseless sheet(s) of double matte mylar film with a uniform thickness of not less than .003 of an inch, using only permanent black ink that will adhere to drafting films, or an acceptable "fix -line" photographic reproduction (emulsion down), or a computer generated reproduction of the original drawing. A margin line shall be drawn completely around each sheet leaving a margin at least one-half ('A) inch on three sides and a margin at least two (2) inches on the left (short) side, entirely blank. Unless otherwise specified, text and numbers are to be large enough to be clearly legible at the scale drawn. Paper copies of the annexation map(s) shall be blue line or black line copies of the original, folded to 12" x 9" size. The applicant shall also provide paper 11" x 17" and 81 "x 11" reductions of the annexation map(s). The annexation map shall be drafted at a scale that best conveys the detailed survey, and confines the drafting error to less than one (1) percent. Acceptable scales are 1"=50' or 1"=100' and for annexations exceeding one hundred (100) acres, 1"=200'. In special instances another scale may be approved by the Town. When an annexation requires multiple sheets, an index (composite map with match lines) shall be provided that delineates the boundaries and identify each sheet number. The scale of a composite map may be different from the individual sheets, as approved by the Town. A `title sheet" containing the certifications and signature blocks shall be provided in the event that the annexation map sheet is too crowded. Annexation Technical Criteria Form 08/09 Page 2 of 11 X X X X X The title shall be centered at the top of the sheet along the long dimension of each sheet shall include the name of the proposed annexation. A. general legal description stating the section, township, range, 6th P.M., Town of Mead, Weld County, Colorado, shall be included under the name. On the title sheet (Sheet #1), under the general legal description, include the total acreage. Annexation names may not duplicate existing annexation names. Example: PINE VIEW ANNEXATION TO THE TOWN OF MEAD, WELD COUNTY, COLORADO A Part of the E/2 of Section 23, Township _ North, Range west, th F.M., Mead, Colorado 78.05 Acres There shall be a title block in the lower right-hand corner, or along the right-hand margin 'N �(' 1 t'y that 19 � contains 1 f7 Ci the name, address A �airfi r� r� and A telephone � �. u � rr as .rs number � +aa 1 a .z � • .�. # the .� land � � ...1 mar gin whin contains address and 4e lephone n um l,�el o 1 the land owner, the developer, and the engineer or surveyor preparing the drawing, an appropriate title for the drawing, the preparation date, sheet number, the preparer's project identification numbers, revision dates, draftsman's initials, and the electronic drawing file name (matching the Auto ADT M drawing file provided to the Town) . Adjacent to the title block, in the lower right-hand corner, there shall be a legend block which shall include a description of lines, points and symbols, a double - headed north arrow designated as true north and a written and graphic scale. Adjacent to the right margin, or in a column to the right of the center of the title page if the page is crowded, there shall be the Town's standard statement of ownership containing a written metes and bounds legal description of the land to be annexed (including the full width of abutting roadways not already within the Town) followed by the owner's signature block(s) and notary block(s), one for each owner or mortgagee. Immediately following the ownership certificate, there shall be the Town's standard Surveyor's certificate, signed, dated and sealed by a licensed surveyor or engineer. Immediately following the Surveyor's certificate, there shall be the Town's standard certificate blocks for the Planning Commission and Board of Trustees. Immediately following the Board of Trustees approval certificate, there shall be the Town's standard recording certificate block for the Weld County Clerk and Recorder. The Annexation Map shall contain on its face the following certificates. Text is to be 10 pt. (0.13888") AutoCADTM Roman Simplex, Helvetica, Arial or similar "san serf' type. Add signature lines to the Certificate of Ownership and spaces in the Notary Certificate as necessary for multiple owners. Add additional Notary Certificates as necessary for out-of-town signatories. Remove "extra" titles and signature lines in the Certificate of ownership and spaces in the Notary Certificate as appropriate. The certificates are to be placed in columns not more than 6 V2" in width. if multiple columns are required, separate the columns by 1". Legal descriptions are to contain a blank line separating each clause in the description. Annexation Technical Criteria Form 08/09 Page 3 of 11 X X A vicinity map that depicts the area to be annexed and the area which surrounds the proposed annexation within a two -(2) mile radius superimposed on a current USGUSGS Topographical Map, maintaining the same scale shall be placed on the left side of annexation map, outside the boundary of the area being annexed, or on the left side of the title sheet. The annexation map drawing shall contain the following: Show the outline of area to be annexed with boldest line, • For all references, show book, page, map number, etc., and place where publicly recorded. Show all recorded and apparent rights -of -way lines of roads both within and without the periphery of land to be annexed; these roads are those which are adjacent, adjoining, contiguous, and/or coincident with boundary. Provide all road names, right-of-way widths at each leg of an intersection, at the point of curve and point of tangent, at dead ends and at angle points; and right-of-way lines with accurate bearings and dimensions including chord lengths and bearings, central angles and rad i i of all curves. Whenever the centerline of a road has been established or recorded, the date and recording information shall be shown on the Annexation Map. a Show on the annexation map, next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the Town and the contiguous boundary of any other municipality abutting the area proposed to be annexed. A hatched boundary line shall be used to depict the boundary contiguous to the Town (example: I/////I///I). • Show section, quarter section, and other monument corners. Display ties to section corners and to the State grid, if available, which show dimensions of all primary boundary survey control points with complete monument and location descriptions, all parcel lines showing dimensions with lengths, bearings, and curve data, including chord lengths and bearings, basis of bearings and relation to true meridian and similar data. Only circular curves shall be used. No spirals, parabolas, etc. shall be used. All dimensions are to be shown to the nearest OM I' or in the case of degrees, to the nearest second. An accuracy of 1:50,000 (second order) minimum for linear and angular (bearing) closure shall be required for the boundary. All internal lots, tracts, or parcels shall have a closure accuracy of 0.01'. • Provided a description of all monuments, both found and set, which mark the boundaries of the property and of all control monuments used in conducting the survey. • Show the location of each ownership tract in un-platted land, and if part or all of the area is platted, the boundaries and plat numbers of plots or of lots and blocks. * Show the names and locations of all abutting subdivisions. The locations of all abutting un-platted parcels and public lands shall be depicted and designated as such. • The ownership identity of all mineral rights shall be designated on the map. Annexation Technical Criteria Form 08/09 Page 4 of 11 • Show the purpose, widths, location (with fine dashed tines) and ownership of all easements and all abutting easements, including but not limited to utility, oil and gas gathering and transmission lines and irrigation ditches (fee or prescriptive). If any easement already of record cannot be definitely located, a statement of its existence, the nature thereof and its recorded reference must appear on the title sheet. The widths of all easements and sufficient data to definitively locate the same with respect to the parcel to be annexed must be shown. All easements must be clearly labeled and identified. If an easement shown on the annexation map is of record, its recorded reference must be given. • All lines, names and descriptions on the annexation map which do not constitute a part of the annexation shall be depicted in dashed or screened lines. Any area enclosed by the annexation, but not a part thereof, shall be labeled "Not a Part of This Annexation." • Accurately locate 100 -year floodplains, all existing and proposed watercourses, retention and detention areas, wetlands, aquifer recharge areas, streams, lakes, or inlets on the affected property. • Show clearly the length and bearing of all lines described in the written description. Show section numbers, quarter section quadrants, township and range lines, and label each. • Show all lines, calls, arcs, etc., described in written description. • Circle or place an ellipse around each location where a detail drawing will be provided, and provide designation for each detail such as "See Detail A." • Show "Point of Beginning" in bold letters with an arrow. • Show "True Point of Beginning" with bold letters and arrow, when appropriate. • A map note shall indicate the total perimeter of the annexation boundary, the contiguous length to the existing Town boundary and the length representing one -sixth (1/6) of the total annexation boundary perimeter. • Lot and block numbers if the area is already platted. • Existing easements. X X X Ownership of each adjacent parcel to the annexation. An A. uto CADT M drawing file as required by the Town Engineer of the annexation map(s) and title sheets and a1 l fonts used, shall be provided on compact disks, or by other acceptable electronic transfer. Large drawing files are to be compressed. If multiple maps are used, one drawing file must combine all the parts into one map showing the entire annexation. AutoADTM drawing files of each revision to the annexation map shall be provided at the time the revision is submitted to the Town. . Concept Plan Map. Paper copies of the concept plan map(s) shall be blue line or black line copies of the original, folded to 12" x 9" size and shall contain the following: Show the boundary of the area to be developed; Annexation Technical Criteria Form 08/09 Page 5 of 11 X Provide a written legal description of the area to be developed; X X X X X X X X X Show the general location of each proposed land use on the property and the percentage of the whole for each use. General location of land uses may be shown as irregular graphic shapes depicting the approximate size and relationship to adjacent land uses. A table shall be used to list densities and land use by type, including the area of each, the density of residential development and the maximum and minimum lot sizes, and the maximum square footage of commercial and industrial buildings and the maximum and minimum lot sizes; Show existing and proposed arterial and collector streets and their relationship to the principal land uses on the site; Show existing and proposed major utility tines or facilities and their relationship to the principal land uses on the site; Show contour lines at ten (10) foot intervals, except when there are significant geographical features on the land and a different interval is determined to be more appropriate; and Show significant natural or manmade features on the site and contiguous to the property, including but not limited to, bluffs, tree galleries, lakes and ponds, irrigation ditches, watercourses and wetlands. An AutoADTM drawing file and any other electronic submittal, as may be required by the Town, of the concept plan map(s) and title sheets and all fonts used, shall be provided on Town approved electronic transfer formats. Large drawing files are to be compressed. If multiple maps are used, one drawing file must combine all the parts into one map showing the entire annexation. AutoCADTM drawing files and any other electronic submittal, as may be required by the Town, of each revision to the concept plan map shall be provided at the time the revision is submitted to the Town. 10. Title Commitment. The applicant shall submit proof of ownership in the form of a current title commitment, issued by a title insurance company licensed by the State of Colorado, whose effective date shall be less than (30) thirty days prior to the date of submittal of the annexation petition. 11. Property Tax Statement. A copy of the prior year's property tax statement for all property to be annexed. 12. Annexation Impact Report. A draft annexation impact report conforming to C.R.S. 3142-108.5 is required for areas of teen (10) or more acres. Any deviation from the Town's standard form will require review and approval by the Town Attorney before the annexation impact report is accepted for processing by the Town. The impact report shall contain the following information: Annexation Technical Criteria Form 08/09 Page 6 of 11 A map or maps of the municipality and adjacent territory showing the present and proposed boundaries of the municipality in the vicinity of the proposed annexation; the present streets, major trunk water mains, sewer interceptors and outfalls, s, other utility lines and irrigation and drainage ditches, and the proposed extension of such streets and utility lines in the vicinity of the proposed annexation; and the existing and proposed land use pattern in the areas to be annexed; A copy of any draft or final pre -annexation agreement, if available; A statement setting forth the plans of the municipality for extending to or otherwise providing for, within the area to be annexed, municipal services performed by or for the municipality at the time of annexation; A statement setting forth the method under which the municipality plans to finance the extension of the municipal services into the area to be annexed (those municipal services supplied by the Town; A. statement identifying existing special districts within the area to be annexed; and A statement on the effect of annexation upon local public school district systems including the estimated number of students generated and the capital construction required to educate such students. X X X 13. Consistency with the Town Comprehensive Plan. The applicant is required to provide a narrative response related to the conformance of the project to the goals identified in the Comprehensive Plan. 14, Water Rights. The applicant shall provide a "Water Rights Report" for the property prepared by a qualified water engineer or water attorney detailing the water rights appurtenant to and severed from the property to be annexed and their historical use. The report must include both surface (tributary) and subsurface (non -tributary and not non - tributary groundwater). En addition the applicant shall provide a signed standard form warranty deed for the transfer of all subsurface (non -tributary) water rights to the Town. 15. Zoning of Property to Be Annexed. If zoning is requested simultaneously with annexation, the petitioner must submit a completed Zoning Application form, provide a Zoning Map for the property, a zoning amendment map amending the official zoning map and pay the application and recording fees. If zoning is not requested simultaneously with annexation, the property is required by statute to be brought under the Town's Zoning Code and Zoning Map within ninety (90) days of the completion of the annexation process. 16. Annexation Assessment Report. The application is to be accompanied by a narrative report assessing the effect of the proposed annexation upon the community and existing services and facilities, It shall detail the need for any expansion of those services and facilities to accommodate the development proposed for the property being annexed. The narratives shall be one or more paragraphs in length, and adequate to fully explain the Annexation Technical Criteria Form 08/09 Page 7 of 11 needs, concepts and proposed solutions for each of the following: X X X X X X X X X X An assessment of the community needs for the proposed annexation and land use; The economic impact to the municipality of the proposed annexation. This is to include an analysis of short-term and long-term municipal revenues to be generated by the development, short-term and long-term municipal expenses likely to be incurred as a result of the annexation and development, and proposals to mitigate any negative impacts; The school impact including an estimated of the number of students to be generated by development of the property, capital construction required to educate the students, and proposals to mitigate any negative school impacts; The impact on the existing transportation system and proposals to mitigate any negative transportation impacts upon the community (arterial and collector street improvements, intersection improvements, intersection signalization, alternative modes of transportation, etc*) The impact of the proposed development on the existing storm drainage system and proposals to mitigate any negative drainage impacts upon the community (historic rainfall drainage patterns, detention and retention areas, storm sewer requirements, discharged irrigation ditches, floodways and fl oodplains, etc.) . The impact of the proposed development on the Town's Law Enforcement Agency or Police Department and proposals to mitigate any impact upon the existing police services (special security needs, additional officers required, additional equipment requirements, etc.); The impact of the proposed development on the appropriate Fire Protection District and proposals to mitigate any impact upon the existing fire protection services (special fire hazards, fire prevention, fire detection, emergency access, additional equipment requirements, additional manpower requirements, additional fire stations, etc.); The impact of the proposed development on the Town's park facilities and recreation programs and proposals to mitigate any impact upon the existing facilities and programs (additional facilities, additional recreation programs, additional personnel required, etc.); The impact of the proposed development on the environment of the Town and proposals to mitigate any negative impact (identify environmentally sensitive areas, endangered species, significant habitats, etc.); The short -tern and long -term economic development potential for the property (numbers ofjobs obs to be created, sales and use tax generation, property tax generation, utility revenue generation, incentives to be offered, etc.); Annexation Technical Criteria Form 08/09 Page 8 of 11 The compatibility of the proposed development with the street master plan as depicted in the Town Comprehensive Plan and proposals for mitigating any negative impact; X X X X The compatibility of the proposed development with the Town Comprehensive Plan and any plan amendments that may be necessary for the proposed development; The compatibility of the proposed development with the Town Land Use Code and any deviations in setbacks, space requirements, and permitted uses that may be required for the proposed development; and A review of existing and adjacent land uses, areas of compatibility or conflict, and possible mitigation measures that may be required for the proposed development. Letters of Support. The application is to be accompanied by letters of support indicating a commitment to serve from each special district servicing the area to be annexed. A water supply study must be prepared by a Colorado registered professional engineer or other water supply expert. The report must comply with the requirements of C.R.S. 29-20-301 through 306. 17. A draft Annexation Agreement. Applicant Certification Sign in blue ink. Attach additional pages with certification language and signatures if more than two applicants. I (We) certify this application and all submittals hereto are complete and accurate. Applicant(s) Date Applicant(s) Date Annexation Technical Criteria Form 08/09 Page 9 of 11 Staff Use Only Upon acceptance of this application by the Town as a complete application, a copy of this form, with anticipated hearing dates, shall be provided to the applicant by the Town. Anticipated hearing dates may not be actual hearing dates depending upon referral comments received by the Town. Application Accepted Date Fees Accepted Date Amount By Application Determined Complete Date By Annexation Referral to Board of Trustees Board of Trustees Findings of Substantial Compliance Date Planning Commission Public Hearing Date Board of Trustees Public Hearing Date By 1. Applicant submits forty-four (44) copies, of which nineteen (19) should be individually bound in D -ring binders, of the application to the Town Clerk, In addition to any hardcopies required, all maps, legal descriptions and property ownership reports will be provided on three (3) CDs. The original application and all documents requiring a signature shall be signed in blue ink. I Town Clerk to provide Notice of Public Hearing for Annexation published four successive weeks. 3. Town Clerk sends a copy of the published notice, together with a copy of the adopted Resolution and the petition as filed, shall be sent by certified mail, return receipt requested, to the Weld County Board of County Commissioners and the Weld County Attorney and any special district or school district having territory within the area to be annexed, at least (25) twenty-five days prior to the date fixed for the public hearing. 4. Town Clerk sends referrals and surrounding property owners' notifications sent no later than thirty (30) days prior to the Planning Commission Public Hearing. 5. Town Clerk sends notifications regarding "flagpole" annexations, if applicable. 6. The petitioner shall be responsible for posting the property. The petitioner shall submit a signed, notarized affidavit certifying that the property was posted on the required date and in the locations as approved by the Town. Annexation Technical Criteria Form 08/09 Page 10 of 11 7. .Aker final passage of the annexation ordinance, the applicant shall submit four (4) mylars and one (1) paper copies of the final annexation map within thirty (30) days of the effective date of the ordinance. The Town will file one (1) mylar and one (1) paper copy of the annexation map with the original of the annexation ordinance in the office of the Town Clerk. The Town will file for recording three (3) certified copies of the annexation ordinance and annexation map with the County Clerk and Recorder. The Town shall request the Weld County Clerk to forward one (1) copy of the annexation map and ordinance to the Division of Local Government in the Colorado Department of Local Affairs and one (1) copy of the annexation map and ordinance to the Department of Revenue of the State of Colorado. Annexation Technical Criteria Form 08/09 Page 11 of 11 CONCEPT PLAN GOPHER GULCH RV PARK 8t CAMPGROUND R - LEGEND INNONCrrI =Ca IMRE ORORIM 1111 its& Wit w.o. P IN Nei Criat E. 3. IN CIS �,a sir gig amll IC `1 IRINON as a1m as eptiVaL¢LT D.5C% dr RUNOFF FLO w OIREC'11UN EXISTING CONTOUR MAJOR EXISTING CONTOUR MINOR PROPOSED CONTOUR MAJOR PROPOSED CONTOUR MINOR DESIGN POINT dareea Lae- ;: atTalimea' eop A PORTION OF THE SOUTHWEST QUARIL OF SECTION 21. TAN.. %OW of THE eTH P_IA., COUNTY OF WELD, STATE OF COLORADO. SUB. EXEMPT NO, SE -96O ADORE551: 1873 COUNTY ROAD 26 u WONT. CD 80504-9516 PP0PO?R UNE LEGAL DESCRIPTION gqi ./ allniXLCrit SUBDIVISION EXEMPTION NO SE' 460 COL.^J1 YOF WE'LI Slam OP COLORADO `�a�` I"2 I-�1 Y.'�'amod M1 I:. i• Lr.y?..a tt. I tit 14,!-, h 14 e:6 1d.314) Cad 1 Ess NOTES 111141 4 0 4 11.1 Ati 7 I L"_,. e,; », a SAWS t(% nl. rj .ti= 17.Fr4Pl.ln.ti lam I Ai in MA fiS'4�Ir apir ati*Dt7L;Ali#:VWFIE nuoI.T M* V &fl T,fli- W m sall1 ?? El ;: er r"c,,as' ia7it4titi°aoil414A04I * SOILS PEL2 USDA N1Jc8SCJL MAP SOILS ON THIS PROPERTY Altk CLA$$JFIEI) AY, I YPE i} 4 I YPk If 13'44 Mira JIM OW Rae U? ;wag 373 EF SF PR RETANINS NAM 1119reitiffit s CPI 'Ice err L full ROW t'NDYTS4 VAR ES) EillSOvatehRiWearhilleirala2 malt INAMEILJT "Anti re (SS' Crry 60 0 30 ■ ■A r r ■ r ■ ■ ■s IIP!Gl+Ai..A►L WI ININZAHra a o'*t Waal Cat WM PIN- UN *IRS INt-- ntavu ( Lit I IGFHTNI I F ENDS • IICFRf' tC lire a W+TIac TWE U LIWTINDIG 711E C ED Ise- car Gi1Q'YS iuc fl a1!= +!I:'k*irkCAI le 120 GOPHER GULCH RV PARK & CAMPGROUND CONCEPT PLAN 09}07,17 4*4 idka: Dr: easel Cea lid S Rocky Ridge Civil Engineering ■a zl.t ■.L SJITR P 1 L,■e.--- . e0SC1 'raft ■■S *Mr of &TO. -- 1 OF 1 Rocky Ridge Civil Engineering Gopher Gulch RV Park & Campground Annexation Consistency with the Town Comprehensive Plan Street Master Plan The Street Master Plan identifies WCR 5 as a major arterial. It is anticipated that this development would participate as appropriate in the improvement of this road to meet the arterial road sections of the Town of Mead. The internal roadways are intended to connect with the perimeter roadway in a logical way. Subdivision Plan The concept master plan is intended to react to the unique location and features of the site. General Commercial (RV Park & Campground) is being proposed for the site. The proposed uses are compatible and consistent with the zoning designations on the west side of WCR 5. Comprehensive Plan The Town of Mead Comprehensive Land Use Plan proposed a General Commercial. The proposed Gopher Gulch RV Park & Campground concept master plan is requesting zoning of General Commercial (OC) or the appropriate zoning that Town of Mead has for RV Parks & Campgrounds. This zone district is compatible with the Comprehensive Plan Land Use Plan which we consider to be generally consistent. Land Use Code The Gopher Gulch RV Park & Campground project is property with General Commercial land use. It is anticipated that the Gopher Gulch RV Park & Campground project will comply with the requirements of the Town of Mead Land Use Code. Existing and Adjacent Land Use The proposed concept plan is intended to be as compatible as practical with surrounding and adjacent land uses. The use of General Commercial land use and density as well as the use of landscape and open space buffering will help mitigate potential conflicts between land uses. East — The Gopher Gulch RV Park & Campground project is directly adjacent farm land to the east which has not be annexed into the Town of Mead. Per the Comprehensive Land Use Plan, the adjacent property is currently anticipated as General Commercial (GC) which could potential change with the adoption of the revised Comprehensive Plan. 420 21st Ave. Suite 101 • Longmont, CO 80501 i (303)651-6626 wv w.rockyridgecivril.corn West — The Gopher Gulch Iry Park & Campground project is directly adjacent to WCR 5 along the western edge of the property. Development along the west side of WCR 5 is planned as a general commercial use which fall within a Town of Mead General Commercial Entry Corridor zone district as well as property that is not currently part of the Town of Mead. North — The adjacent land use to the south is currently not a part of the Town of Mead and is farmed. The proposed Gopher Gulch RV Park & Campground concept plan is generally consistent with the Town of Mead comprehensive land use plan. An existing drainage way (Liberty Gulch) as well as an existing pond along the northern boundary will provide some landscape between these two properties. South — The adjacent land use to the south is currently not a part of the Town of Mead and is farmed. Per the Comprehensive Land Use Plan, it is currently listed as Commercial Mixed -Use (MU). The proposed Gopher Gulch RV Park & Campground concept plan is generally consistent with the Town of Mead comprehensive land use plan with the land use proposed as generalcommercial. Community Design Principles Commercial Use — Commercial development at Gopher Gulch RV Park & Campground will be located along WCR 5& State Highway 66, providing good visibility and easy access from a major arterial. Traffic patterns to the commercial lot will be direct from the arterial and will not require movements through residential neighborhoods. A. Growth Management 3. Development should pay its own way with regard to infrastructure and public facilities. 5. Growth should ensure the Town's current and future fiscal and economic health is safeguarded. Gopher Gulch RV Park & Campground will meet the Town's requirements for providing the required infrastructure for the property. It is anticipated that there will be some economic impact on the Town to provide services to this development. This minimal impact will be offset by the positive impacts generated by commercial and light industrial development as well as the property taxes which we believewill result in a net positive benefit for the Town of Mead. B. Land Use 3. General commercial district to provide services and jobs to both local and regional residents, and revenues to the Town. The Gopher Gulch RV Park & Campground development will provide commercial district resulting in employment opportunities. D. Economy 1. Promote commercial development, properly located, to create an economically sustainable community. Commercial development at Gopher Gulch RV Park & Campground will result in positive 2 economic impacts for the Town of Mead. E. Transportation 4. Support the concept of North/South arterials. As new development occurs along the desired alignments, the ROW to accommodate the arterials will be required to be transferred to public ownership. WCR 5 is designated as a major arterial, The ROW to accommodate this arterial will be dedicated to the Town of Mead. PUBLIC and QUASI -PUBLIC SERVICES and FACILITIES The following is an inventory of the services/facilities that will be utilized by the Gopher Gulch 1W Park & Campground development. Water The Gopher Gulch RV Park & Campground property is located within the Longs Peak Water District, and it is expected that domestic water will be provided by Longs Peak Water District. Through preliminary meetings and correspondence with Longs Peak Water District it appears that there is capacity in the existing infrastructure to provide water service for this project. It is expected that we will have to work closely with the district to ensure that there is adequate capacity for this project as we work through the platting process. The water demand for this project is expected to be similar to projects that contain commercial development. It is expected that water for irrigation will be provided from the domestic water system. There is an existing drainage way (Liberty Gulch) that crosses the property north to south. The property owner has water the appropriate water and irrigation rights. Sanitary Sewer This property is located with the St. Vrain Sanitation District boundary. The sewer for this site will flow to an existing sewer line that also crosses the property north to south through an established easement. The sanitary sewer flows from this project is expected to be similar to projects that contain commercial development. Natural Gas The Gopher Gulch RV Park & Campground developer will work with the natural gas service provider (Black. Hills Energy, formerly Source Gas) during entitlement and development to address the impacts on. theexisting natural gas system. It is expected that the Gopher Gulch RV Park & Campground project will work conjunctively with the utility 3 providers in the area to extend service lines and capacity to meet the natural gas demands of the project. Electric The Gopher Gulch RV Park & Campground developer will work with the electric service provider (United Power) during entitlement and development to address the impacts on the electrical system. It is expected that the Gopher Gulch RV Park & Campground project will work conjunctively with the utility providers in the area to extend service lines and capacity to meet the electrical demands of the project. Telephone Telephone/communication service will be provided by CenturyLink. The projected use is anticipated to be a typical usage similar to other commercial and industrial projects of this nature and size. It is anticipated that we will work with CenturyLink as we proceed through the approval and development process to ensure that the most recent technologies, including high speed internet, are available to the future commercial and industrial land uses in Gopher Gulch RV Park & Campground. 4 ay 4 -_ i A. I artap er ji. r ►�'D ofN- 00 0 I rI MAP SCALE 1" _ 1000' 1000 I� l I i II s� I .#, h' .r .w 04e- 4 1I art a dcii .0 e 'ue MA d�� Fr IUI I n_.: ti9 -'r m 1 I FIRM 2000 FEET a - LA'CTCB PANEL 1664E FLOOD INSURANCE RATE MAP WELD COUNTY, COLORADO AND INCORPORATED AREAS PANEL 1860 OF 2250 (SEE MAP INDEX FOR FIRM PANEL LAYOUT) CONTAINS CCW MLINITY h L MBER PANEL SUFFIX MEAD TOM OF 030.18 1860 WELD CO JIVY 0347'266 Notice to User: The Map Number sftawn below should be used when placing map orders; the Community Number shown above should be used on insurance applications for the subject community MAP NUMBER 08123C1860E 60E EFFECTIVE DATE ,JANUARY 20, 2016 Federal Emergency %lanagenienf Agency This is are ,off'icww1 copy Os portion of ;he awe tore-ncei fly rn was extracts using F -MIT On -Line This map does not reflect changes or arrrcrncnts which may haw beer~ rrrnde su.eguc-rnt to. lone Cato on the title biloc.k For the latest product information about Nationsl Flood insurance Program flood Maps cheek the FeriviA Pool Map Store at wow msc.fctrra.gcv Rocky Ridge Civil Engineering October 5, 2017 Mead Board of Trustees Mead Town Hall 441 Third Street Mead, CO 80542 RE: Gopher Gulch RV Park & Campground Annexation Dear Town Board Members: The Gopher Gulch RV Park & Campground is requesting annexation into the Town of Mead, proposing a hospitality/recreational/leisure commercial development. The area is located east of WCR 5, north of State Highway 66 and with farm land located along the north and east boundaries. The proposed 14.52 -acre project consists of a proposed recreational RV Park and Campground for commercial, leisure, hospitality and tourism purposes. Sincerely, Chris Cain Property Owner 420 21st Ave. Suite 101 • Longmont, CO 60501 * (303)651-6626 mow. reekyridgecivFil . ee rn • LONGS PEAK WATER DISTRICT Is...... S...... . 5 . . • • t S S • • S 9875 Vermll l$on Road & Longmont, CO 80504 • 13031 776 3 347 office • 4303) 776 098 fax October 13, 2016 To Whom It May Concern; This letter is to confirm that the Longs Peak Water District is the service provider for domestic water service to 2343 Hwy 66, Longmont, CO 80504, more legally described as: Subdivision Exemption No. SE -960, County of Weld, State of Colorado. Containing 63 2, 490 square feet or 14.520 acres, more or less. Located in the Southwest 1/4 of Section 21, Township 3 North, Range 68 West. It has historically been situated within the boundaries of the Longs Peak Water District, and therefore is eligible to receive domestic water services subject to the Bylaws, Policies and Regulations of the District. Adequate water capacity is available to sere up to (2) 1" domestic water taps at this location. If the development requires more water capacity, off site water line improvements will have to be made. Should you have questions or need additional information, please contact me. Best regards, 697. 3. 4S - Gary Allen General Manager I HE Heritoge TitleCompany 'Commonweal 1 11444c, Effective May 1, 2010, the Colorado Division of Insurance Regulation 3-5-1 requires that title insurance companies charge for Ownership & Encumbrance Reports (O&E Reports). Customer: FSBO Find, USA 1335 Pleier Dr. Attn To: Chris Cain and Linda Cain Phone: (719) 574-7653 Client Reference No.: Order No: H195210 Invoice Date: 8/8/2017 2017 Property Address: 2343 Highway 66th Longmont, CO Owner: Invoice i Description Amount 14195210 Oct Report with CC&R's and Plat $9.00 Total Due: PAID Please send payment to: PAID IN FULL. Please remit invoice with payment. Heritage Title Company Commonwealth' i ' —al tarn, a ni s— +[)WNERSHIP & ENCUMBRANCE REPORT Attn: Chris Cain and Linda Cain Company: F BO Find, USA Address: 1335 Pleier Dr, Colorado Springs, CO 80921 Phone: (719) 574-7653 Fax: (000) 000-0000 Order No.: H195210 Effective Date: August 3, 2017 Fee: $9,00 Tax ID No.: R2528103 Ownership as shown on the last conveyance disclosed by Public Records: Trustee Deed recorded November 17, 2015 at Reception No, 4158802 Property Address: 2343 Highway 66th Longmont, CO Legal Description according to the last conveyance disclosed by Public Records: Trustee Deed recorded November 17, 2015 at Reception No. 4158802 Recorded Deeds of Trust, Mortgages or Other Encumbrances: No open Deeds of Trust, Mortgages or Liens found. Judgments or Liens: No open Judgments found. NOTE: This report is for the applicant's sole use and benefit. The information contained in this report has been taken from the public records without reference to, or examination of, instruments which purport to affect the real property. The Company's liability under this report is limited to the fee paid. No other representations or indemnities are made. 4158802 11/17/2015 03:47 PM Total Pages: 1 Rec Fee: $11.00 Doc Fee: $60.00 Carly Koppel - Clerk and Recorder' Weld County! CO TRUSTEE'S DEED THIS DEED, made thisloth day of November, 2015, between the Toni It 1 teley Family Trust of the County of Boulder, State of Colorado, Grantor, and Chris A Cain Grantee, NOW THEREFORE, pursuant to the powers conferred upon Grantor by the Colorado Probate Cod; Grantor does hereby sell, convey, assign., transfer and set over unto mid grantee for and in consideration of Six Hundred Thousand and nofloo Dollars ($604,000.00), and other valuable consideration, the following described real property situate in the County of Weld, State of laradda; All of Subdivision Exemption No. SE - 960, as shown on the Map recorded June 17, 2003 at Reception No. 3073851, located. in the S 1/4 of Section 21, Township 3 North, Range 68 West of the 6th F.M., County of Weld, State of Colorado, together with all water and water rights appurtenant to the property, including, but not limited to, all ditches and ditch rights, all reservoir rights, all wells and well rights or permits and all springs and spring rights and all of the grantors inhere, in the water rights in the KiteIcy and Preston Seepage Ditch number l in proportion to the acreage lying under said ditch in the SW 1/4 of Sec 21 and the NW 1/4 of See 28 TiN, R68W, said rights first decreed on May 26, 1897 by the district court of Weld County; and all pumps, irrigation pipes, motors and all other irrigation equipment and appurtenances thereto; RESERVING TO THE GRANTOR, its successors and assigns, all oil, gas and hydrocarbons in, on or under the property described above, together with the right of ingress and egress for exploration, development, production and marketing of the sarrte* Also known as: 2343 Highway 66, Longmont, CO 80504, With all appurtenances, subject to covenants, easements and restrictions of record, and subject to general property taxes for the year 2015. As used herein, the singular includes the plural and the plural the singular. Executed this 16th day of November, 2015 9 STATE OF COLORADO ) )ss. COUNTY OF BOULDER ) Guaranty Bank and Trust Conl any, successor to First National Bank of Longino, if, Trustee of tote Tom R. Kiteley Family Trust By: rkel Vi dent and Trust Officer The foregoing instrument was acknowledged before me this 16th day of November, 2015, by Sarah S. Sterkel, Vice President and Trust Officer of Guaranty Bank and Trust Company, successor to ftFirst National Bank of Longmont, Trustee of the Tom R. Kiteley Family Trust. Witness my hand and official seal. My commission expires: 3 SHAYNALWirapiELL NOON( STATE OF COLORADO NOTARY 10 029034024313 I MY SIG I DPNES 0712312019 Notary Public PETITION FOR ANNEXATION TO: THE BOARD OF TRUSTEES OF THE TOWN OF MEAD, COLORADO: I, Chris Cain the undersigned landowners), in accordance with Colorado law, hereby petition the Town of Mead and its Board of Trustees for annexation to the Town of Mead of the following described unincorporated territory located in the County of Weld and State of Colorado, to -wit: A PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 58 WEST, OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO. As part of this petition, your petitioner further states to the Board of Trustees of Mead, Colorado that: 1. It is desirable and necessary that the territory described be annexed to the Town of Mead. 2. The requirements of C.R.S. Sections 31-12-104 and 31-12-105, as amended, exist or have been met in that; a) Not less than one -sixth of the perimeter of the area proposed to be annexed is contiguous with the Town of Mead or will be contiguous with the Town of Mead within such time as required by 31-12-104. b) A community of interest exists between the area proposed to be annexed and the Town of Mead. c) The area proposed to be annexed is farm land or will be developed into are RV Park & Campground in the near future. d) The area proposed to be annexed is integrated with or is capable of being integrated with the Town of Mead. el No land within the boundary of the territory proposed to be annexed which is held in identical ownership, whether consisting of one tract or parcel of real estate or two or more contiguous tracts or parcels of real estate, has been divided into separate parts or parcels without the written consent of the landowner or landowners thereof, unless such tracts or parcels were separated by a dedicated street, road, or other public way. f) No land within the boundary of the area proposed to be annexed which is held in identical ownership, comprises twenty acres or more, and which, together with the buildings and improvements situated thereon has an assessed value in excess of two hundred thousand dollars ($200,000.00) for ad vaforern tax purposes for the year next preceding the annexation, has been included within the area proposed to be annexed without the written consent of the landowner or landowners. g) No annexation proceedings have been commenced for any portion of the territory proposed to be annexed for the annexation of such territory to another municipality. h) The annexation of the territory proposed to be annexed will not result in the detachment of area from any school district. i The annexation of the territory proposed to be annexed will not have the effect of extending the boundary of the Town of Mead more than three miles in any direction from any point of the boundary of the Town of Mead in any one year. j) Prior to completion of the annexation of the territory proposed to be annexed, the Town of Mead will have in place a plan for that area, which generally describes the proposed: Location, character, and extent of streets, subways, bridges, waterways, waterfronts, parkways. Playgrounds, squares, parks, aviation fields, other public ways, grounds, open spaces, public utilities, and terminals for water, light, sanitation, transportation, and power to be provided by the Town of Mead; and the proposed land uses for the area; such plan to be updated at least once annually. k) In establishing the boundary of the territory proposed to be annexed, if a portion of a platted street or alley is to be annexed, the entire width of the street or alley has been included within the territory to be annexed. The Town of Mead will not deny reasonable access to any landowners, owners of any easement, or the owners of any franchise adjoining any platted street or alley which is to be annexed to the Town of Mead but is not bounded on both sides by the Town of Mead. 3. The owners of more than fifty percent of the area proposed to be annexed, exclusive of dedicated streets and alleys, have signed this petition and herby petition for annexation of such territory. 4. Accompanying this petition are four copies of an annexation map containing the information following: a) A written legal description of the boundaries of the area proposed to be annexed; b) A map showing the boundary or the area proposed to be annexed, said map prepared and containing the seal of a registered engineer; c) Within the annexation boundary map, a showing of the location of each ownership tract in unplatted land and, if part or all of the area is platted, the boundaries and the plat numbers of plots or of lots and blocks; d) Next to the boundary of the area proposed to be annexed, a drawing of the contiguous boundary of the Town of Mead and the contiguous boundary of any other municipality abutting the area proposed to be annexed, and a showing of the dimensions of such contiguous boundaries. 5 Upon the Annexation Ordinance becoming effective, all lands within the area proposed to be annexed will become subject to all ordinances, rules, and regulations of the Town of Mead, except for general property taxes of the Town of Mead which shall become effective as the January 1 next ensuing, 6. The zoning classification (land use) requested for the area proposed to be annexed is General Commercial (GC). WHEREFORE, the following petitioner respectfully requests that the Town of Mead, acting through its Board of Trustees, approve the annexation of the area proposed to be annexed. By this acknowledgment, the undersigned hereby certify that the above information is complete and true. (If the applicant is not the owner(s) of the subject property, the owner(s), mortgage and/or lienholder shall also sign the Application.) Certificate of Ownership. Know all men by these presents that being the Owner(s), Mortgagee or Lienholder of certain lands in Weld County, Colorado, exclusive of public rights -of -way; have herewith petitioned to the Town of Mead for the annexation of the property being described as follows: A PARCEOF LAND LYING WITHIN THE SOUTHWEST QUARTER OF SECTION 21, TOWNSHIP 3 NORTH, RANGE 68 WEST, OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF WELD, STATE OF COLORADO DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 21; THENCE N00°01'OS"E, ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER OF SECTION 21 A DISTANCE OF 199.01' TO THE SOUTHWEST CORNER OF SUBD VISION EXEMPTION NO. SE -960 AND THE TRUE POINT OF BEGINNING; THENCE CONTINUING ALONG THE WEST LINE OF SAID SOUTHWEST QUARTER OF SECTION 21. AND THE WEST LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960, N OO°01'05" E A DISTANCE OF 280.22'; THENCE N 89°25'OO"E ALONG THE NORTH LINE OF SAID SUBDIVISION EXEMPTION NO, SE -960 A DISTANCE OF 1626.06' TO THE NORTHEAST CORNER OF SAID SUBDIVISION EXEMPTION NO, SE -960; THENCE S25°10'OO"E ALONG THE EAST LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960 A DISTANCE OF 429,98' TO THE SOUTHEAST CORNER OF SAID SUBDIVISION EXEMPTION NO. SE -960; THENCE ALONG THE SOUTH LINE OF SAID SUBDIVISION EXEMPTION NO. SE -960 THE FOLLOWING 3 CALLS; S89°25'00"W A DISTANCE OF 1457.05'; THENCE NOO°O 1' O5" E A DISTANCE OF 111.21'; THENCE S89°21'00"W A DISTANCE OF 352.00' TO THE TRUE POINT OF BEGINNING, Thus described tract contains 14.52 acres more or less, together with and subject to all easements and rights -of - way existing and/or of public record. Executed this iday of , 20 Owner State of Colorado ) ss County of ) The foregoing certificate of ownership was acknowledged before me by and this day of , 20 Witness My Hand and Seak Notary Public My commission expires Certlicate. ID Andrew), Patterson, a registered Professional Land Surveyor in the State of Colorado, do hereby certify that the Annexation Map shown hereon is a correct delineation of the above described parcel of land and that at least one - sixth (1/6) of the peripheral boundary of said parcel is contiguous to the present boundary of the Town of Mead, feet contiguous, perimeter feet. I further certify that this map and legal description were prepared under my personal supervision on this day of , 20 _ . by (SEAL) (registered land surveyor, reg. no.) Planning Commission Certificate. Reviewed by the Mead Planning Commission this Chairman Attest: Planning Commission Secretary Certificate of Approval by the Board of Trustees. day of , 20 This annexation map of the " _ Annexation to the Town of Mead" is approved and accepted by Ordinance No. , passed and adopted at the regular meeting of the Board of Trustees of Mead, Colorado, held on , 20 a and recorded on , as Reception No , in the records of the Clerk and Recorder of Weld County, Colorado by the Board of Trustees of Mead, Colorado, Mayor Attest: Town Clerk Recorder's Certificate_ This Annexation Map was filed for record in the office of the County Clerk and Recorder of Weld County at o'clock, �M , on the day of A.D., 20 , in the book page, map , reception no. by Weld County Clerk and Recorder Deputy CONCEPT PLAN (MAP) Modified Standard Form Signature Blocks Certificate of Ownership, Know all men by these presents that being the Owner(s), Mortgagee or Lienholder of certain lands in Weld County, Colorado; have herewith petitioned to the Town of Mead for the approval of the Concept Plan map for the property being described as follows: (the full metes and bounds legal description) Thus described tract contains acres more or less, together with and subject to all easements and rights - of -way existing and/or of public record Executed this day of , 20 Owner State of Colorado ) ) ss County of ] The foregoing certificate of ownership was acknowledged before me by and this day of 20 Witness My Hand and Seal Notary Public My commission expires PIanmin Cornmissiori Certificate. Reviewed by the Mead Planning Commission this _ day of _, 20 Chairman Attest: Planning Commission Secretary Certificate of Conceot Plan Approval by The jaaard of Trustees, This Concept Plan map of the " " is approved and accepted by Resolution No. , passed and adopted at the regular meeting of the Board of Trustees of Mead, Colorado, held on , 20 I by the Board of Trustees of Mead, Colorado Mayor Attest: TownClerk From: To: Cc: Subject: Date: Attachments: Howard, Summer Jose Ramirez; "Chri5 Cain"; "Linda Cain" "Me ssa Mater; Jennifer E. Vecchi RE: IM PT: Reschedule Gopher Gulch Pre -application meeting Thursday, May 04, 2017 4:45:03 PM Zoning Amendment TechnCriteria Form FinaLpdoc Zoning Amendment F7owchart.pdf Annexation Technical Criter'a Form Finel.doc Annexation FIowchart,pdf Land Use ADplication.pd( Hi Jose, Linda and Chris, Thank you for following up. You have the hard copy of the pre -application materials, but I've attached the e -files of the land use application and the technical criteria forms. Also, here are links to details for the annexaloa and Lon'ng amendment process in our code. Today, I discussed this annexation project with the Development Review Team and our new Town Manager, Helen Migch elbri nk. Staff needs guidance from the Board of Trustees CBOT) before we can offer these two incentives to you for annexing into the Town: 1) waiving the $2,500 application fee and 2) using Town staff to write your Development Impact Report for the application. Also, we spoke about rezoning the property to Ag, but staff believes that creating a zone that aligns more with the campground use would be better. Town staff will work on the specifics of the new parks or campground zone. But for now, know that the property has to be zoned within 90 days of annexation, so there is a bit of time to figure that out. After the annexation, the rezone can be done somewhat concurrently with a site plan for this project. I will bring this item to the BOT on May 30th, so we can get direction. It would be helpful to have a copy of your preliminary plans, so we can share it with the BOT, Can you please forward me a copy of your preliminary plans? Thanks and please reach out if you have additional questions. Summer Howard, AICP Senior Planner Oirect +1 720-864-4576 I Mobile +1 720-526-7493 I Business +1 303-772-5282 Sumner.Howard@TotraThchscorn Tetra Tech I Complex World, Clear SolutionsTM 1900 S Sunset t , Suite 1E, Longmont, CO 80501 ) to ratech.com From: Jose Ramirez [mailto: jose@parkengiveering.net] Sent: Thursday, May 04, 2017 10:59 AM To: Howard, Summer <Su mmer. Howard @ tetratech.com> Cc: 'Linda Cain` clinda@roof-check.com>; 'Melissa ['data' <mmata@townofinead.org>; 'Chris Cain' cchris@roof-check.com> Subject: RE: IMPT: Reschedule Gopher Gulch Pre -application meeting Hi Summer, Hope you're doing well. Just checking if we are expecting a document or meeting minutes from the pre -application meeting at Town of Mead we had last week? Thank you, Jose Ramirez Park Engineering Consultants 303-651-6626 next 4 joseftparkengiregringsnat From: Howard, Summer [m L _ S ntr er.Howird tetratech.com] Sent: Monday, April 17, 2017 3:47 PM To: Chris Cain cchrKi€roof-sch ck.corn> Cc: Jose Ramirez cjQ p_a_rken ineer'ng, nets; Linda Cain < ipda@ro►ofcheck.com>; Melissa Mata <mmata@Wvyrictfmead.or> Subject: RE: IMPT: Reschedule Gopher Gulch Pre -application meeting Great — I'll send out a new meeting request. Thanks! Summer Howard, AICP Senior Planner Direct +1 720-864-4576 I Mobile +1 720-526-7493 I Business +1 303-772-5282 Summer. -loam-netraTeh.corn Tetra Tech I Complex World, Clear Solutions'' 1900 S Sunset St., Suite 1E, Longmont, CO 80501 I totratechtcom From: Chris Cain [maito:c:hrist roof-check.cou] Sent: Monday, April 17, 2017 3:42 PM To: Howard, Summer Cu mmer.Ho a rd twtetratech om> Cc: Jose Ramirez ci ar.eng'neering.net>; Linda Cain c inda roof -c cnrrrr ata to ►nofinead.org> Subject: Re: IMPT: Reschedule Gopher Gulch Pre -application meeting ieck.com>; Melissa Mata That should work Sent from my iP'horie on Apr 17, 2017, at 3:40 PM, Howard, Summer < umm nHo a.rd :@ _ tetrtecl .com wrote: Chris/Linda: What's your availability Monday afternoon? Summer Howard, AICP I Senior Planner Direct +1 720-864-4576 I Mobile +1 720-626-7493 493 I Business +1 303-772-5282 Summer.HowardQTetraTech.corn Tetra Tech I Complex World, Clear Solutions TM 1900 S1 Sunset St Suite 1E, Longmont, CO 80501 I tetrgecb_corn From: Jose Ramirez [nriai to:jose parAkengineering.net] Sent: Monday, April 17, 2017 3:27 PM To: Howard, Summer cSui' mer HowardDtetratech.cor p; chr's roof-check.cot ; nda@roofacheck.com Cc: 'Melissa Mata' <mmata@townofrnead.orp Subject: RE: IMPT: Reschedule Gopher Gulch Pre -application meeting Sorry, I can't do this Wednesday at 4 pm... Can we do next Monday or Tuesday afternoon? Thanks, Jose Ramirez Park Engineering Consultants 303-651-6626 ext 4 jose parker gineering,net From: Howard, Summer [mai _to_::5umrner. Fo arc tetratechecon} Sent: Monday, April 17, 2017 12:52 PM To: j ►sePparker ineering.net; Chris roof-check,com; inda roof-check.com Cc: Melissa Mata <m,rnata, townofinead.org> Subject: IMPT: Reschedule Gopher Gulch Pre -application meeting Hello Linda, Chris, and Jose, I need to reschedule the pre -application meeting we have on the calendar for tomorrow at 3pm. Are you available to meet at Town Hall for a pre -application meeting on Wednesday April 19th at 4pm? If Wednesday doesn't work for you, I am available in the afternoons the following week from noon to 4pm on Monday, Tuesday and from 1:30-4 on Wednesday. Thank you. Summer Howard, AICP I Senior Planner Direct +1 720-864-4575 1 Mobile +1 720-526-7493 I Business 4-1 303-772-5282 ummer.Hoard@Tet.raTech.co Tetra Tech I Complex World, Clear Sol utions TM 1900 S. Sunset St_, Suite 1E, Longmont, CO 80501 I tetratecitcorn Original Appointment From: Melissa Mata [maiJtQ:r ta townofrnead.org] Sent Friday/ April 14, 2017 4:59 PM To: Melissa Mata; Howard, Summer; joset parkeng'neering. net; chrs@roo- check.com; Subject: Gopher Gulch Pre -application meeting When: Tuesday/ April 18, 2017 3;00 PM -4:00 PM (UTC-O7OD) Mountain Time (US & Canada). Where: Town Hall, 441 3rd St. When: Tuesday, April 18, 2017 3:00 PM -4:00 PM. (OTC - 07:00) Mountain Time (US & Canada) Where: Town Hall, 441 3rd St. REFERRAL REQUEST (First Review) TODAY'S DATE: December 12, 2017 PROJECT NAME: Gopher Gulch PROJECT FILE NO: PROJECT TYPE: Annexation COMMENTS DUE BY: December 29, 2017 PLANNER: Chris Kennedy EMAIL: ckennedy a,townofinead.orq Dear Referral Organization or Agency: Information on the proposal in the Town of Mead referenced above is enclosed for your review and comments. Li We have no objections to this proposal Please note the following concerns: See attached letter for comments regarding this proposal Organization or Agency Name Your Name Signature Date Phone PLEASE RETURN TO: Town of Mead_Planning Department P.O. Box 626 - 441 Third Street Mead, CO 80542 SANITATION 111STi .lCT November 9, 2016 Chris Cain 1675 County Road 26 Longmont, CO 80504 RE: RV Park 2343 Highway 66 Longmont, CO 80504. The above land parcel is within the St. Vrain Sanitation District (SVSD) 208 service area and will be served contingent upon submission and approval of the following: Copy of the recorded Replat. An electronic PDF file of the construction drawings (civil and plumbing) - The drawings must show the sanitary sewer service line from the building to the main, with a monitoring manhole as well as the interior layout showing bathrooms, sinks etc, (please refer to SVSD Details #15 and #16 for monitoring manhole), • Completion of the Non-residential Waste Survey- Explaining the anticipated site activities and their potential to generate pollutants. This helps the District determine rye if additional follow-up is needed on issues such as safe chemical storage or on -site wastewater handling or treatment (attached). If the nature of the activity is such that pretreatment of wastewater is required, plans for such treatment units must be included for approvals Example: Grease or sand oil interceptors, or other specialized treatment of industrial wastessuch as pH neutralization o.r metal removal, • Construction of necessary lines to serve the property, • Payment of $90 plan review lee, per submittal and re -submittal, • Proof of water meter size, • Receipt of all applicable fees. Construction may begin after a letter authorized by the District is sent to the developer or owner stating construction plans are approved and ail conditions have been met. Service will be subject to St, Vrain Sanitation District Policy, Rules and Regulations. Sincerely, Elizabeth Csotfy Project Assistant cc Dan Zweck cc File 11307 Business Park Girdle Firestone, Colorado 80504 303.776.9570 Main 303.485.1968 Fax www, stsan 4e0m Tax Account Summary Acct Id Parcel Number Owners ',Adams Sim Address Legal Inquiry 82528103 172 1300047 CAIN A 1675 COUNTY ROAD 26 LGNGMONT CD £0504-9k6 2343 HIGHWAY 66 WELD' PT SW421-3-68 SUB As Of 08/09/2017 Payment Type faFirst IS Full Total Due S0.00 Value Area id 2340 - Z40 AG -FLOOD IRRRIGATED LAN!) -4117 AG -GRAZING LAND -4147 AG -WASTE LAN] - 4167 FARM/RANCH RESIDENCE -12 S -4277 Total Value Tia Exemption Taxes Billed SENIOR Taxes SE -960 (_L9R) Axel X876 91 45 722,825 2.27,837 MDLevy 89.43801100 Assessed 13.410 30 1{� 17,741 19,190 51,11634 ($711.94) $1,004.40 The amount of t due on this page is based on lit year's property Wane assessment . Rocky Ridge Civil EngIneering TO: Town of Mead Planning Department 441 Third Street I P.O. Box 625 Mead, CO 80542 TRANSMITTAL FROM: Jose Ramirez, PE, Rocky Ridge Civil Consultants 420 21st Ave, Suite 101 Longmont, CO 80501 3003 651 p6626, 7# DATE: 17 October 2017 PROJECT: Annexation 686-1 — Gopher Gulch RV Park & Campground DESCRIPTION: i Please find attached the submittal for Gopher Gulch RV Park & Campground Annexation. Please call with any questions. C:\Iisers\crempeltApp Data\Laval\Temp\Temp2_Gopher Gulch Annexation zip\Transmittal Form doc 4158802 11/17/2015 03:47 PM Total Pages: 1 Rec Fee: $11.00 Doc Fee: $$Q.00 Carly Koppes - Clerk and Recorder, Weld County, CO TRUSTEE'S DEED THIS DEED, made thisleth day of November, 2015, between the Tom R. l iteley Family Trust of the County of Boulder, State of Colorado, Grantor, and Chris A Cain, Grantee. NOW THEREFORE, pursuant to the powers conferred upon Grantor by the Colorado Probate Code, Grantor does hereby sell, convey, assign, t fer and set over unto said Grantee for and in consideration of Six Hundred Thousand and no/100 Dollars ($600,000,001 and other valuable consideration, the following described real property situate in the County of Weld, State of Colorado; All of Subdivision Ex on No. SE -960, as shown on the Map recorded June 17, 2003 at Reception No. 3073851, located in the S 1/4 of Section 21, Township 3 North, Range 68 West of the 6th PIM., County of Weld, State of Colorado, together with all water and water rights appurtenant to the property, including, but not limited to, al] ditches and ditch rights, all reservoir rights, all wells and well tights or permits and all springs and spring rights and all of'the Grantors intent in the water rights in the Kitelcy and Preston Seepage Ditch number ] in proportion to the acreage lying under said ditch in the SW 1/4 of Sec 21 and the NW 1/4 of Sec 28 T3N, R68W, said rights first decreed on May 26, 1897 by the district court of Welld County; and all pimps, irrigation pipes, motors and all other irrigation equipment and appurtenances' thereto; RESERVING TO THE GRANTOR, its successors and assigns, all oil, gas and hydrocarbons in, on or under the property described above, together with the right of ingress and egress for exploration, development, production and marketing of the same. Also lmown as: 2343 Highway 66, Longmont, CO 80504. With all appurtenances, subject to covenants, easements and restrictions of record, and subject to general property taxes for the year 2015. As used herein, the singular includes the plural and the plural the singular Executed this 16th day of November, 2015 Guaranty Bank and Trust Co (pang, successor to First National Bank of Longniogli. Trustee of the Torn it Kiteley Family Tryst By: STATE OF COLORADO ) )58, COUNTY OF BOULDER ) r Sara. prkei Vic Frey{dent and Trust Officer The foregoing instrument was acknowledged before me this 16th day of November, 2015, by Sarah S. Sterke], Vice President and Trust Officer of Guaranty Bank and Trust Company, successor to First National Bank of Longmont, Trustee of the Tom R. liitcicy Family Trust. Witness my hand and official seal. My commission expires: a 3 SHAMA L'wrotseu. NOTARY PUBLIC STAB OF COLORADO CARY ID ii200:340243t3 MY COMMON07 19 r • LONGS PEAK WATER DISTRICT • iS t . S . . 4 •• • • O • ,• • • • • • ••• • • • 3875 i'V r mfll Road a Longmont, CO 80504 a (303 716 3847 office • (303) 716 019818* October 13, 2016 To Whom It May Concern; This letter is to confirm that the Longs Peak Water District is the service provider for domestic water service to 2 343 Hwy 66, Longmont, CO 80504, more legally described as: Subdivision Exemption No. SE -960, County of Weld, State of Colorado. Containing 632,490 square feet or 14.520 acres, more or less. Located in the Southwest 1/4 of Section 21, Township 3 North, Range 68 West, It has historically been situated within the boundaries of the Longs Peak Water District, and therefore is eligible to receive domestic water services subject to the Bylaws, Policies and Regulations of the District. Adequate water capacity is available to serve up to (2) 1" domestic water taps at this location. If the development requires more water capacity, off site water line improvements ill have to be made. Should you have questions or need additional information, please contact me. Best regards, opa-07.. C5 1 acne Gary Allen General Manager -v - St. Vrain fANVEMO] DISTR. CT November 9, 2016 Chris Cain 1675 County Road 26 Longmont, CO 80504 RE : RV Park 2343 Highway 66 Longmont, CO 8O5O4 . The above land parcel is within the St, Vrai n Sanitation District (SVSD) 208 service area and will be served contingent upon submission and approval of the following: Copy of the recorded Replat. An electronic PDF file of the construction drawings (civil and plumbing) - The drawings must show the sanitary sewer service line from the building to the main, with a monitoring manhole as well as the interior layout showing bathrooms, sinks etc, (please refer to SVSD Details #15 and #16 for monitoring manhole) . • Completion of the Non-residential Waste Survey- Explaining the anticipated site activities and their potential to generate pollutants. This helps the District determine it additional follow-up is needed on issues such as safe chemical storage or on -site wastewater handling or treatment (attached). • If the nature of the activity is such that pretreatment of wastewater is required; plans for such treatment units must be included for approval. Example: Grease or sand oil interceptors, or other specialized treatment of industrial wastes such as pH neutralization or metal removal. • Construction of necessary lines to serve the property. Payment of $90 plan review fee, per submittal and re -submittal, • Proof of water meter size. Receipt of all applicable fees. Construction may begin after a letter authorized by the District is sent to the developer or owner stating corrtrution plans are approved and all conditions have been met, Service will be subject to St. Vrain Sanitation District Policy, Rules and Regulations. Sincerely, Elizabeth Csotty Project Assistant cc Dan Zweek cc File 11307 Business Park Circle Firestone, Colorado K0504 303.776.9570 Main 303.485.1968 Fax st . .goon. Hello