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Home My WebLink About20183739.tiffINVENTORY OF ITEMS FOR CONSIDERATION Applicant Pioneer Land Company LLC Case Number USR17-0072 Submitted or Prepared Prior to Hearing At Hearing 1 Cantrell Agreement dated June 27, 2017 X 2 Windell Agreement dated July 25, 2917 X 3 4 Bennett Pit Traffic Impact Study dated February 12, 2018 X 5 Memorandum Requesting Continuance dated February 20, 2018 X 6 Floodplain Permit signed March 12, 2018 X 7 DRMS Letter of Acceptance of Financial Warranty dated July 20, 2018 X 8 Ogle Letter to M. Carlson re: Future Recorded Exemption eligibility X 9 Contract Constructors to Buy Inc. and dated Sell September Real Estate — 5, 2018 M. Carlson and Northern Colorado X 10 Evidence of Sign Planting X 11 Oversized Proposed overlain with Paper: Realignment Aerial 11 Photography x 17 of County Road 24 at County Road 23 with Engineering X 12 Improvements Oversized Unstamped Paper: Engineering 11 located x 17 in drawings part of the for NE4 County SW4 Road & SE4 24 at Section County 12, Road T2N 23 R67W X 13 Photographic image of Dust Condition NCCI mine site, received at PC Hearing X 14 SPO B. Windell Letter dated November 5. 2018, received at PC Hearing X 15 I hereby certify that the items identified herein were submitted to the Department of Planning Services at or prior to the scheduled Planning Commissioners hearing.ViditiArY Kim Ole \Planner a in Airmir row tiff Us Ilia 9075 WCR 10 * Fort Lupton, CO 80621 PHONE: 303457-1754 FAX: 303-857-2933 www.ncconstruc tors. com June 27, 2017 Corky & Veronica Cantrell Nicole Cantrell & Marcelo Ferreira 11176 R 23 Fort Lupton, CO 80621 Re: Berm and Wall Construction Agreement Dear Corky, et al., Thank you for meeting with us on June 2, 2017, to discuss your concerns regarding the proposed aggregate mine to be located on Tom & Stephanie Bennett's property to the east of your property (the "Bennett Pit"). Based upon those discussions, Northern Colorado Constructors, Inc. CC), along with our engineer have designed various disturbance mitigation solutions in response to your concerns. The list of proposed mitigation items are as follows: 1. NCC will construct a 345 -linear foot (LF) concrete mafia block wall to the south of the irrigation ditch running to the east on the southern property line. The wail will be approximately 8 ft. high and 12 ft. wide. The interior of the wall will be filled with overburden and topsoil taken from the Bennett Pit, Trees and/or shrubs, such as lilacs and blue spruce trees, will be planted atop the wall to improve the aesthetic appearance of the wall. The top of the interior of thewall will be covered with landscape fabric and 1,5 in. landscape rock. A drip irrigation system will be installed to supply water to the vegetation. 2. NCC will fill areas on the south side of the irrigation ditch with overburden and topsoil to the level of the irrigation ditch. This will provide better access for the utility companies to access their utility infrastructure. The fill area will also include the existing pond area on the eastern portion of the property that lies to the south of the irrigation ditch. Tee will construct a dirt berm on the northern portion of the Bennett property running between the interior access road, east to the property line just south of the pond area. The berm will be approximately 7 — 10 ft high with slopes built 2 ft to 1 ft. The apex of the berm will be approximately 6 — 8 ft wide. The berm will be constructed of overburden and topsoil. Trees, such as Blue Spruce and Australian Pines, will be planted along the apex of the berm. An irrigation drip system will be installed to provide water to the vegetation. 4. NCC will install a 6 ft woven wire fence along the property line between the access road and the property line south of the pond. We will tie into an existing fence on your property, These items are reflected in Exhibit A "Bennett Gravel Pit — Cantrell Property." EXH IS R All the above -mentioned items (14) win remain in place for as long as there are any traffic in. the corridor to south of Cantrell's house. By constructing the above referenced mitigation items, you agree to withdraw your objections to the mining permit being applied for with the Colorado Division of Reclamation, Mining and Safety for the Bennett Pit. If you do not withdraw the objections, this agreement becomes null and void and NCC is not obligated or liable to construct any of the above referenced items. If the Colorado Division of Reclamation, Mining and Safety does not issue a mining permit for the subject property, this agreement becomes null and void and NCC is not obligated or liable to construct any of the above referenced items. If you agree with the mitigation ite nts, and terms of this agreement, please sign and date below. } 7 ltC Corky ('an!_ ,II tVc;rouiku Can$ e late Date wok Cantrell Date (" I Chris Zadel Northern Colorado Constructors, Inc, l Thin Bennett Pioneer Land Company, LLC flif? teal HRLli Date Date inkat Date 2 q e- 1 LJ r 1 --* as Is. 4` p. r n ike Nth 744 ihr P. f • A _att. sior I I, it a r1F - 4 R.' 3 s a.�Iv _join. jos • - - — DurP• -filt Mire ra �- isra4fis- iAdid at 7*SS -'"Pi -1/ s —v aam. maninap.S S It' -4 A girt •• X14 c all 41e4 $ - ;tr r s 4a_ r S 4* 44644 a l WEST _ E. I.AMJ' . I _ ■EMI DETAIL SECTION II NIS. VISUAL SCIKIN DETAIL L ,, - TYPICAL WEST ENRi JAM M rS. S is Elt I. 40114NIt;T iti Airm 9075 WCR 10 *Fort Lupton, CO 80621 PHONE: 303-857-1754 FAX: 303-857-2933 www. ncconstructors,corrY ,duly 25, 2017 Mr. Bradley T. Windell and Mrs. Heidi G. Hynes Windell 11044 Weld County Road 221 Fort Lupton, CO 60621 RE: Northern Colorado Constructors, Inc. a Bennett Pit File Na M-2018-085 112c Permit Application Dear Mr. Windell and Mrs. Windell, Please accept this letter as a statement and agreement for the following items listed below. The items listed below are issues that you provided to Northern Colorado Constructors, Inc. at our meeting on July 18 2017. We will execute this agreement in exchange for formal written objection withdrawal forms (provided by DRMS MS that we are providing with this letter agreement) from you to the DRMS. Windell Well 41 Northern Colorado Constructors; Inc. would like access to your well so that we may CV monitor the water level in the well prior to the slurry wall construction so a base line can mot, be established for the existing conditions. We would like to monitor the levels in the well e „Ike?nowt- intervals before and after the slurry wall is installed to determine if the well is wteavILbeing impacted. 2. Northern Colorado Constructors, Inc. agrees to work with Mr. and Mrs. Windell to address and repair any impacts that may be caused by the slurry wall to ensure your well functions as it is currently Fugitive Dust 1. Northern Colorado Constructors, Inc. has turned in our APEN N to the CDPHE P H E Air Quality Division. The Division has received the permit application and provided us with a Permit Number I 7WE0695F and AIRS ID 123/9F44/OO1. At this tithe the application is being reviewed by the Division. 2. Northern Colorado Constructors; Inc. agrees to work with Mr. and Mrs. Windell to address any impacts that may be caused by fugitive dust from the Bennett Pit and we EXHIBIT � V%noot it RE: Northern Colorado Constructors, Inc. Bennett Pit — File No, 10-2016-085 112c Permit Application 7/25/17 -2- are planning to use a water truck to keep dust from occurring on haul roads, plant processing areas and stockpiles. We will also utilize sprinklers to help with dust mitigation on stockpiles. To help us keep dust issues in order please give Chris Zadel a phone call so he may address any issues as soon as possible if dust is coming from anywhere in the pit boundary. Temporary Stockpile Seeding 1. Northern Colorado Constructors, Inc. worked with the Platte Valley Soil Conservation District to get seed mixes for the final reclamation and temporary stock pile seeding. The seed mixes were provided to the DF MS and are attached to this letter agreement. 2. Northern Colorado Constructors, Inc. agrees to work with Mr. and Mrs. Winrieil to address any impacts that may be caused by the temporary stockpiles from the Bennett Pit and we are planning to utilize the temporary cover seed mixes provided to us from the Platte Valley Soil Conservation District. To help us keep seeding issues in order please give Chris Zadel a phone call so he may address any issues as soon as possible. Weed Control 3. Northern Colorado Constructors, Inc. has developed a weed control/management plan in concert with Weld County. The plan was provided to the DRTV1S and is attached to this letter agreement. 4. Northern Colorado Constructors, Inc. agrees to work with Mr. and Mrs. Windeli to address any impacts that may be caused by weeds from the Bennett Pit and we are planning to follow the attached weed control/management plan that we developed with Weld County. To help us keep weed issues in order please give Chris Zadel a phone call so he may address any issues as soon as possible. Noise 1. Northern Colorado Constructors, Inc. lines their screen plant and crushing facilities with a polyurea lining to help with noise attenuation so the aggregate does not make as loud or intense noise when it is being screened or crushed. We also provide stacking of the aggregate stockpiles radially around the screening, crushing, and processing facilities to help mitigate noise that comes from the loaders moving sand and gravel and the processed products within the processing area. By doing this we are committed to maintaining the noise down to the Weld County required limits at the property line next to Weld County Road 22 1/2 2. Northern Colorado Constructors, Inc. agrees to work with Mr. and Mrs. Windell d ell to address any impacts that may be caused by noise from the Bennett Pit. To help us keep noise issues in order please give Chris Zadel a phone call so he may address any issues as soon as possible if noise is higher than the Weld County required limits. Access RE Northern Colorado Constructors, Bennett Pit — File Noa M -201 6n#085 085 112c Permit Application 7/25/17 7 -3- 1. Northern Colorado Constructors, Inc. is planning to access from Weld County Road 23 only for any mine traffic that includes employee vehicles as well as trucks and mechanic vehicles. The only access from Weld County Road 22 Vi will be for Mr. Bennetts personal home. Access for oil/gas traffic for their current facilities will be from Weld County Road 22 ' until the access from County Road 23 is developed and permitted by Weld County. 2. Northern Colorado Constructors, Inc. agrees to work with Mr. and Mrs. Windell to address any impacts that may be caused by access to the Bennett Pit that are within our control (i.e, trucks owned by Northern Colorado lorado constructors, employees from Northern Colorado Constructors, and trucks that are leaving the Bennett Pit as they will be provided the approved routes into and out of the Bennett Pit). To help us keep access issues in order please give Chris Zadel a phone call so he may address any issues as soon as possible if noise is higher than the Weld County required limits. Future Amendment of Permit (If necessary) el. Northern Colorado Constructors. Inc. is not planning to amend the permit from what, is currently in ourapplication (per the mining plan and reclamation plan attached) Ct 2, Northern Colorado Constructors, Inc. agrees to work with mi. and Mrs. Windell it an amendment is proposed in the future by notifying you in writing and by phone 30P -days in advance of submitting any amendment to the permit, We would propose meeting with you in advance of submitting an amendment to the D P B Sincerely! Chris Zadel Phione, 70) 539-8328 Northern Colorado Constructors, Inc. R -be RP - Date The foregoing instrument was acknowledged before me this �� day o as _Ligth _ FORD BUG ORADO 740 'r,14. 2010 Bradley T. Wini�iand Heidi C. Hynes Windell Notary Public ,ann by, My Commission Expires: 1 0 1471;4j° 7-i—a 7/7 _ ail- tifisi Date The foregoing instrument was acknowledged before me this�'��ay of ?C) (7 by, RE Northern Colorado Constructors, Inc, — Bennett Pit — File No. M-2016-085 112c Permit Application nti 4- t 4e .as (1IA3VIQal(aS ru.d W irdRLl MELISA H,A,NSFORLi NOTARY PUBLIC STATE OF - COLORADO NOTARY ID 20074038662 M COMMISSION EXPrRES Oct it 2019 Notary Public My Commission Expires: Ld071 712507 TYPICAL PsiI$J lip 50C'l$N J �[ L'1 -1`.111 u i !S Sc a• R—rT W-rai _s -a 1 r IP* _ as aw 1• aaa Yam' as i .fir I y --- .ti".i 1 _ _ 1 - ryF ins Myra .-— 'IIV 41144to , 4p } lactifilat a+a Oa a a:ma- • _ - - . — • ., t rr a r _ _ I I c. .• '-I{•stnt 4 Ibi e — — — a1 IS NMI IS •'iris IS y r r r a- 11 N it St. L I tt P10 TES: - L a tar - 7-C aj`,J J Q pt; 'PA",In t 4nvai .h. , C 4f'tl_ 1. :r -_ -n V ` a; t • ;r .1 r stit tire I II s. P to rr% -� r•.-.. 4 L • • iY a '1S9+it 1laS 4Itriat 1 .mil-- = 411 IV all 'I.. _. 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Residence area with reservoir water storage, reclaimed native vegetation for wildlife and people who own the property. 3. Noxious weeds present: a. Scotch thistle b. Musk thistle c. Leafy spurge d. Hoary cress/whitetop e. Canada thistle f. Perennial Pepper Weed g. Poison Hemlock h. Diffuse l .napweed 4. Methods used to treat the noxious weeds on exterior of mining areas and areas next to access roadways: a. Scotch thistle, Musk thistle; i. Multiple mow ings no later than bud stage. Do not allow to flower or IL Spot treat with chemical: Opensight at 3.3 oz/acre w/non-ionic surfactant b. Leafy spurge: i. Fall treat the spurge with 1 o oz/acre of Plateau chemical w/methy tate d seed oil surfactant in September (probably) e, Hoary cress/whitetop and Perennial Pepperweed: perweed: i. Chemically treat either in the spring at flower stage or the fail rosette. 2 chemical choices: ii. Plateau at 8 oz/acre w/methylated seed oil surfactant or I I l , Opensight at 3.3 o. acre winon-ionic i c surfactant d. Canada thistle: i. Chemically treat with Opensight at 3.3 oz/acre up to the bud stage or at the fail rosette. ii. If plant is in the early flower stage can mow. Either mow one time and chemically treat re -growth or mow multiple times and treat in the fall a Poison Hemlock: i. Chemically treat with Opensight at 33 oz/sere up to the bud stage or at the fall rosette. 1. Diffuse Knapweed i. Multiple mow i rigs no later than bud stage. Do not allow to flower or ii. Spot treat with chemical: Opensight at .3.3 othaere w/rto n i on i s surfactant 5. Methods used to treat the noxious weeds on interior of mining areas: a. Scotch thistle, Musk thistle: I.. Multiple mowings no later than bud stage. Do not allow to flower or ii. Disc areas no later than bud stage. Do not allow to flower. Or iii. Spray with Opensight at 33 oz/acre wfnort-ionic surfactant in the early growth stages. b. Leafy spurge: i. If plant is in the early flower stage can mow. Mow several times and treat in the fall ii. If plant is in the early flower stage can disc. Disc multiple times and treat in the fall iii. i . Fall treat the spurge with 10 otha.ere of Plateau chemical wimethy lated seed oil surfactant in September (probably) c. Hoary cress/whitetop itetop and Perennial Pepperweed j. Chemically treat either in the spring at flower stage or the fall rosette. 2 chemical choices: ii. . Plateau at 8 oziacre w/methylated seed oil surfactant or iii, i, Opensight at 3.3 oz/aere w/non-ionic surfactant d. Canada thistle: i. if plant is in the early flower stage can mow. Mow several times and treat in the fall ii, if plant is in the early flower stage can disc. Disc multiple times and treat in the fa l l iii. Or if plant is at the early flower stage, treat with O►Pensight at 3.3 othacre w/non-ionic surfactant, e. Poison Hemlock: I Multiple mowings no later than early flower stage. Or ii, , Disc areas no later than bud stage. Or iii. Spray with Opensight at 3.3 oz./acre w/non-ionic surfactant in the early growth stages. f. Diffuse . napeed j . Multiple rno ings no later than b u d stage. Do not allow to flower or ii. Disc areas no later than bud stage. Do not allow to flower. Or iii. Spray with Opensight at 33 oz/acre /norz-ionic surfactant in the early growth stages. 6. Years to follow a. Use this plan for 2017, 2018 and 2019, Then create a new plan as needed. b. Evaluate the plan for effectiveness and continued feasibility. Make adjustments as appropriate — that still achieve effective weed control. c. Monitor for additional noxious weed threats and control as needed. 7. Reseeding -- See Seed Mix Receommendation from Brighton NRCS — Platte Valley Soil Conserviation District Field Office Rangeland -Pasture Recommendations Canada thistle Identification and Management Canada thistle (Cirsiurn a sense) is a non-native deep-rooted perennial that spreads by seeds and aggressive, creeping horizontal roots (rhizomes). Canada thistle can grow 2 to 5 feet in height The leaves are oblong, spiny, bright green in color, and are only slightly hairy on the undersurface. Flowers occur in small clusters that form on the ends of branches. They are about 1 cm in diameter, tubular shaped, and vary from white to purple in color with a strong vanilla scent (female flowers). Canada thistle emerges from, its root system from late April through May. It begins to flower in late spring to early summer with increase in day length. Canada thistle only produces about 1,000 to 1,500 seeds per plant. Typically, it reproduces vegetatively through a creeping root system, and can quickly form dense stands. Every piece of root, from 1/2 to 1 inch in length, is capable of forming new plants. The key to controlling Canada thistle is to eliminate seed production and also to reduce the plant's nutrient reserves in its root system through persistent, long -tern management. Canada thistle is one of the most feared noxious weeds in the US. as it can infest many land types, from roadsides, ditch banks, riparian zones, pastures, irrigated cropland, to the most productive dryland cropland. Forage production is severely reduced becausecattle will not graze near infestations. Combining control methods for Canada thistle is imperative. The weed needs to be continually stressed, forcing it to exhaust root nutrient stores and eventually die. Of all control methods, prevention is most important Maintain healthy pastures and rangeland and continually monitor your property for new infestations. Can the backside of his sheet are Canada thistle management recommendations. If you have any questions, please contact the Weld County Public Works Dept, Weed Division at (970) 304-6496 ext 3770. Please visit our website at wv4w.weltiweeds.org Recommended management methods: Cultural - Establishment of selected, aggressive grasses can be an effective cultural control of Canada thistle. Contact your local CSU Extension office or Natural Resources Conservation Service office for seed mix recommendations. Good grazing management will stimulate grass growth and keep pastures healthy. Healthy pastures may be more resistant to Canada thistle invasion. Bare spots caused by overgrazing are prime habitat for weed infestations. Mechanical - Due to the extensive root system, hand -pulling this plant is not a viable option. Mowing can be effective if repeated at about oneamonth intervals throughout the growing season. Combining mowing with herbicides will further enhance control of this weed. Apply herbicides in spring and/or fall, and then mow during the summer months. iolo i� - Canada thistle is typically unpalatable to lives tack. Although, cattle have been known to eat the plant when it is in the early growth stages. A gall fly, Urophora cardui, is effective on large infestations and when combined with other control methods. Insects can be obtained at no charge from the Colorado Department of Agriculture. Please call 970-464-7916 or go to t,� _ rid I i sc l r r s t tt 1r c _o in for more information. Herbicides IIMP The following are recommendations for herbicides that can be applied to range and pasturelands. Always read, understand, and follow label directions. The herbicide label is the LAW! 1..lerbkkide I1 Rate A + pticatio Spring- up to early bud stage number �oftre+es, Check Add non-ionic surfactant 1 qt/ 100 gal water. and fall rosette stage. Safe near a label for more information, 0,32 ozigal water or Milestone 5-7 oz./acre or 2, a ml/gal water Curtail 2-3gtsJacre or 2.0-2.5 oz/gal water stage. 1 Spring- at 6-10" growth stage Add non-ionic surfactant qt/100 gal water. to pre -bud and in fall rosette @ 0.32 r/gal water or Telar XP 2 oz./acre Apply emerged, Add non-ionic or 1gtI from rosette surfactant 10O water. to flower stage when all plants have @ O.32ozigal water Clarity + 2,21.-D Amine I qt /acre for each product or 1 ozigal water for each product Spring- when Add I st/ early bud stage outside temperatures non-ionic surfactant t OU gal water. and fall rosette stage. DO NOT apply will exceed 85 degrees. @ 032 ozlgal water or Rangeland -Pasture Recommendations Diffuse knapweed Identification and Manage arne nt Diffuse knapweed (Centaurea di, csa) is a non-native biennial forb that reproduces solely by seed. A biennial is a plant that completes its lifecycle within two years. During the first year of growth, diffuse knapweed appears as a rosette in spring or fall. During the second year in mid to late spring - the stem bolts, flowers, sets seed, and the plant dies. Once the plantdries up, it breaks off at ground level and becomes a tumbleweed allowing seeds to be dispersed over long distances. A prolific seed producer, diffuse knapweed can produce up to 18,000 seeds per plant. Therefore, the key to managing this plant is to prevent seed production. Diffuse knapweed can grow I to 3 feet tall, and is diffusely branched above ground. This gives the plant a ball -shaped appearance and tumble- weed mobility when broken off. Leaves are small, and are reduced in size near the flowering heads. Flowers are mostly white, sometimes purple, urn - shaped, and are located on each branch tip. Bracts that enclose the flowerheads are divided lime teeth of a comb, and are tipped with a definite slender spine. Upon drying, the bracts become rough, rendering them injurious to the touch. You can expect to see flowers from July through August Seed set usually occurs by mid -August. Diffuse knapweed tends to invade disturbed, overgrazed areas. It may also be found on rangeland, roadsides, riparian areas, and trails. It is a tough competitor on dry sites and rapidly invades and dominates disturbed areas. Once established, diffuse knapweed outcompetes and reduces the quantity of desirable native species such as perennial grasses. As a result, biodiversity and land values are reduced, and soil erosion is increased. On the backside of this sheet are diffuse knapweed management recommendations. If you have any questions, please contact the Weld County Public Works Dept, Weed Division at (970) 304-6496, ext. 3770. Please visit our website ‘s,s'. s .weld ccds..or . Recommen4ed management methods: Cultural - Establishment of selected., aggressive grasses can be an effective cultural control of diffuse knapweed. Contact your local IJ Extension office or Natural Resources Conservation Service office for seed mix recommendations. Mechanical - Mowing the above -ground portion of the plant, before seed set may be an effective way to reduce seed production. Mowings shoulAi be followed by a fall herbicide treatment. Pulling cart be effective on smaller infestations, but must be done repeatedly. Biological - Biological control agents, such as the seed head weevil (Larinus minutus) and the gall -forming fly (Urophora of rnis), are two of several species that are effective at controlling large infestations. When used together, these insects provide fair to good control. Expect to wait at least 3 to 5 years for the agents to establish significant populations and achieve optimum management results. Biocontrot agents can be obtained at no charge from the Colorado Department of Agriculture's Insectary. Please call 970-464-7916 or go to w . aIt alt itsec ry c om for more information. Diffuse knapweed is more likely to be gazed by sheep. The plants must be green and succulent and the only forage available in order for sheep to graze it. jlerbkides - The following are recommendations for herbicides that can be applied to range and pasturelands. Always read, understand, and follow label directions. The herbicide label is the LAW �� r -- - i z K -- i ' .. - I J , n 2,4-0 Amine 1 qt./aere or 1 ozigal water Sprin,/fall apply Add I qt/100 rosette — before flowering stalk lengthens. when outside temperatures will exceed non-ionic surfactant ® 0.32 or/gal water gal water. 85 degrees. or DO NOT Curtail 2 qts Jacre or 2.0 ozital water Spring Add 1 qt/100 rosette to pre -bud stage and/or fall rosette, non-ionic surfactant @ 032 oz/gal water or gal water. Clarity 1 qt./acre or 0.75 oz./ al water Spring rosette — before flowering stalk lengthens andlor treatment of rosettes. DO NOT apply near or under trees shrubs or when outside temperatures will exceed 85 late fall and/or degrees. Milestone 5 to 7 oil acre Apply plants in 32 ozlacre. transitional rotate to non-ionic to plants in the spring the fall. If the plants It is permissible to areas between upland a broad leaf crop within surfactant a 0.32ozi stage and/or bud stage lowland of application. or I to dormant add 2,443 at dry wetlands and sites. DO NOT Add a t/100 al vvater,. rosette are in the treat seasonally and l year al water The e seed head gall fly, Urophora q r (; asciata, is one of many biocontrol agents available for release to control diffuse knapweed. Additional Diffuse Knalrweed NonaChernical CtoiittOI I ntbr i3lion Diffuse knapweed response to treatments may be impacted by environmental conditions and the type of treatment utilized. Grazing control; Diffuse knapweed seed production can be reduced when grazed during the bolting stage for 10 days; wait 14 days then graze for an additional 1.0 days. Although grazing diffuse knapweed can reduce seed production, grazing can also cause diffuse knapweed to become a short-lived perennial, when grazing is stopped, populations often return to their former levels. Pulling or Dig Pulling or digging requires a commitment of at least 12 years to ensure that removal of new seedlings and re -growth is done before they reestablish. Years one to three of a pulling or digging program will involve intensive removal. During year's four to six, there should be a decrease in diffuse knapweed numbers and the work will be noticeably easier. Pulling or digging of diffuse knapweed is best done in the spring during the rosette or early bud stage, before the flowers appear. Hopefully, the soils will be moist to allow for easier removal. The roots can extend a few feet into the soil. It is important to pull or dig up the entire taproot. Otherwise, the diffuse kn.apweed may reegrow. Keep in mind that some workers may suffer from allergic reactions while touching diffuse knapweed and inhaling pollen. Mowing: Diffuse knapweed is persistent. Mowing leaves part of the plant untouched. This part of the plant will still produce flowers. The plant will just be shorter than the mower height and will act more like a perennial plant than a biennial plant. En some cases, diffuse knapweed densities may increase after a single mowing. 1 h u ru i n g°,r _flaming: Normal fires are typically not long enough or hot enough to destroy diffuse knapweed seeds. Amonitored controlled burn can potentially help control diffuse knapweed if the fire has adequate intensity. It is not easy to find good fuel circumstances to carry a continuous fire that will cause significant injury to the diffuse knapweed without hurting the beneficial ial vegetation occurring in the infestation. Diffuse knapweed is not very flammable and most areas do not contain enough fuel necessary for the fire. This results in low temperature fires with patchy and irregular bums. Even if the surface area of the plant is killed, diffuse knapweed can often re -grow from its root reserves. A propane -fueled weed burner can be utilized to quickly burn the foliage of young diffuse knapweed rosettes. The flame sears the plant, raises the temperature of the cells, this causes the cells to rupture, The diffuse knapweed plant will then dehydrate and expire within a few hours. Flaming is done on green plants; not on dead foliage. iage. Plants can be seared at any time before flowering. Flaming can be useful in clearing small areas. Rangeland -Pasture Recommendations Hoary Cress Identification and Management Hoary Cress (Cardariu drabs) is a non-native perennial that spreads by seeds and aggressive, creeping, roots that vigorously produce new plants* Depending on conditions, hoary cress grows to a height of 1/2 to 2 feet tali. The first leaves emerge from a crown and are dull gray -green, oblong and often have a slightly wavy margin. Subsequent leaves are alternate, have short fine hairs and an irregularly toothed margin. Only the lower leaves have stems, others are stalk -less and clasp the plant stem with two ear -like lobes. Flowers are fragrant, numerous, small, white with. 4 petals and grow in compact clusters. Hoary cress is a member of the Mustard family. In the fail seeds germinate and rosettes become established. It frequently flowers in April and May and again in the fall during optimum conditions. Seed production begins about one month later. Hoary cress produces up to 4800 seeds per plant. Seed viability is up to 3 years. However, the primary means of spread is the vertical and horizontal root system. Root fragments are capable of forming new plants. In one year a single plant, without competition, can spread vegetatively to cover an area 12 feet in diameter and can produce 450 shoots. h oa ry cress is also known as whiten') Rosette Hoary cress can be fount in disturbed open sites, roadsides, ditches, riparian areas, grain and vegetable fields. It does especially well in irrigated crops such as alfalfa and sugar beets. Hoary cress grows well in most soil conditions, including alkaline soils. However, it does not tolerate shade. Hoary cress displaces native vegetation for wildlife and livestock forage. It also contains glucosinolates that are toxic to cattle. Prevention is the most cost reducing and time effective weed management strategy. Infrequent cultivation can actually facilitate the spread by dispersing root fragments. Consistent monitoring of your fields is an essential first step. On the backside of this sheet are hoary cress management recommendations. If you have any questions, please contact the Weld County Public Works Dept, Weed Division at (970) 304-6496 ext. 3770. Please visit our website at ww +we.Cd neecis.org Recommended management methods: Cultural - Establishment of selected, aggressive grasses can be an effective cultural control of hoary cress. Contact your local CSLT Extension office or Natural Resources Conservation Service office for seed mix recommendations. Good grazing management will stimulate grass growth and keep pastures healthy. Healthy pastures may be more resistant to hoary cress invasion. Bare spots caused by overgrazing are prime habitat for weed infestations. Mechanical - Due to the extensive root system, hand -pulling this plant is not a viable option. Repeated tillage (every 1.0 to 14 days) can destroy colonies in 2 to 4 years. Combining mowing with herbicides will further enhance control of this weed. Apply herbicides in spring and/or fall, and then mow during the summer months. Mowing alone is not an effective control option. Biolexical No known biological control agents available at this time. Herbicides in. The following are recommendations for herbicides that can be applied to range and pasturelands. Always read, understand, and follow label directions. The herbicide label is the LAW! 1 trE' cce `Cornnmett l icatUon Timin Estort XP Ito 2 ozfacre or 1.3 grams to 3 :.a llons of water Apply non -acidifying or I a from bud to early bloom stage or at fall non-ionic or MS0 surfactant @ 100 :al water. rosette. Add a O.3 2oz1gdd water Telar XP Apply acidifying i ill _ at prebloom non-ionic . to bloom or at fall rosette stage. Add a non - or MS0 surfactant @ t}32oz1gal water or 1 0.5 to 1 oz/acre or 'h of a !ram to 3 gallons water Plateau $ oz./acre or 0.25 ozigal water Spring apply Add a methylated water or I • to rosette stage seed oil t/100 : al water. or at flowering or at fall rosette. surfactant (MS0) @ 0,32 oz/gal Rangeland -Pasture Recommendations Leafy spurge Identification and Management Leafy spurge (Euphorbia esula) is a non-native deep-rooted perennial that spreads by seeds and extensive, creeping roots. The roots can extend as deep as 30 feet into the soil and are extremely wide -spreading. The roots are brown and contain numerous pink buds that generally produce new shoots or roots. Leafy spurge can grow from I. to 3 feet in height, The stems are smooth, pate green, and thickly clustered. Leaves are alternate, narrow, linear, and 1 to 4 inches long. The flowers are very small and yellowish -green, They are enclosed by very visible yellowish -green, heart -shaped bracts. The entire plant contains hate, milky sap that exudes readily upon stem or leaf breakage. This sap can be damaging to eyes and sensitive skin. Leafy spurge is one of the earliest plants to emerge in the spring. Flower clusters develop 1 to 2 weeks after stem emergence which is from mid -April to late May. One large leafy spurge plant can produce up 130,000 seeds. Three - sided seed capsules explode when ripe and project the seeds up to 15 feet away from the parent plant. r «e'nM-se lenity inFe "trllll)n fluff' the ' . I'Inttc Riser ifp at lir Leafy spurge has adapted to a wide variety of habitats in the state and is very competitive with other plant species. Where it becomes established in rangeland, pasture, and riparian sites, it crowds out all other vegetation. The competitive, rapidly growing, and extensive root system makes leafy spurge very difficult to manage. Develop a management plan that uses several control methods that are compatible witItyour site_ The most effective method of control for leafy spurge is to prevent its establishment ment through proper land management. Maintain healthy pastures and rangeland and continually monitor your property for new infestations. New infestations are much more easily controlled than established infestations. On the backside of this sheet are leafy spurge management recommendations. If you have any questions, please contact the Weld County Public Works Dept, Weed Division at (970) 304-6496 ext. 3770. Please visit our website w .we Id ccds.erg. Recommended management methods; Cultural - Seeding and, maintaining aggressive grasses will help in competing with leafy spurge and slow its spread. Contact your local CSU Extension office or Natural Resources Conservation Service office for seed mix recommendations. Proper grazing management will stimulate grass growth and keep pastures healthy. Healthy pastures may be more resistant to leafy spurge invasion. Bare spots caused by overgrazing are prime habitat for weed. infestations. Mechanical- Due to the extensive root system, hand -pulling this plant is not a viable option. Mowing ng will reduce seed production if repeated every 2 to 4 weeks during the growing season, but will provide little long-term control. Biological - Both sheep and goats have been found to be effective grazers of leafy spurge. Grazing sheep can commence after spring regrowth reaches 2 to 6 inches tall, but before the flowering bract stage. Goats can graze spurge at any lime. Do not overgraze. If leafy spurge has set seed, quarantine animals in a corral for 7 days before releasing them into a non -infested pasture. There axe a variety of insects available for release on leafy spurge infestations. The flea beetles, Aptliona nigriscutis, A. lacertosa, and A. cyparissine, si , have been found to be effective on large infestations and when used in combination with grazing and/or herbicides. Herbicides - The following are recommendations for herbicidesthat can be applied to range and pasturelands. Always read, understand, and follow herbicide label directions. The herbicide label is the LAW! I terbi ide - C .1i v ,. ticati n nun • ccuh!y!fl -- . Clarity + 2,4-D Amine 1 qt./acre for each productSpring- or following regrowth. Must appearance of true flowers and/or fall treat 2x/year for 14 DO NOT apply I ozigal water for each product when Add 1 t/100 outside non-ionic gal years. temperatures will exceed 85 degrees. surfactant @ 0.32 or/gal water or water. . Plateau 12 oz./acre or Fail Add water only treatment a methylated or 1 qty' I Ott prior to hard freeze. seed oil surfactant (MSO) @ (132 oz/gal gal water. 221-D Amine 2-3 gts/acre or 2-3 ozigal water Early spring will be necessary. will exceed water or 1 and fail. DO 85 degrees. t/100 gal Prevents NOT water. _ _ seed formation only. Retreatmenti apply when outside temperatures Add non-ionic surfactant @ O.32oz gal Tordon 22K *this is a Restricted Use Pesticide* 1 qtfacre or 1.0 or/gal water Spring-. following appearance of true flowers regrowth. Must repeat annually for 3-4 years. DO NOT apply near or under trees or where permeability or where water level is highs surfactant 4, 0.32ozigal water or and/or fall soils have rapid Add a non-ionic gal water. 'sheep g1.4 tin' ICit 1r kith rte. E hu 1I:iJib IMI,►ptcIN kIi{±cp tr t in Rangetand-Pasture Recommendations Musk thistle Identification and Management Musk thistle (Carduus nutans) s) is a non-native biennial forb that reproduces solely by seed. A biennial is a plant that completes its lifecycle within two years. During the first year of growth, musk thistle appears as a rosette in spring or fall. During the second year in mid to late spring the stem bolts, flowers, sets seed, and the plant dies. A prolific seed producer, musk thistle can produce up to 20,000 seeds per plant Therefore, the key to managing this plant is to prevent seed production. Musk thistle can grow up to 6 feet tall. The leaves are spiny, waxy, and dark green in. color with a light green midrib. The flowers are purple, large in size (1.5 to 3 inches in diameter), nodding, and terminal. The flowers are surrounded by numerous, lance -shaped, spine -tipped bracts. You can expect to see flowers from late May and June. Seed set usually occurs in June or July. Musk thistle tends in invade disturbed, overgrazed areas. Once a pasture is infested, the livestock canying capacity for that area is significantly decreased. Musk thistle may also occur on rangeland, roadsides, ditches, riparian areas, and trails. On the backside of this sheet are musk thistle management recommendations, If you have any questions or would like more information, please contact the Weld County Public. Works Dept., Weed Division at (970) 3044496 ext. 3770. Please visit our website wwws weeds.plag Recommended management methods: Cultural - Establishment of selected, aggressive grasses can be an effective cultural control of musk thistle. Contact your local CSU Extension office or Natural Resources Conservation Service office for seed mix recommendations. Mechanical - Mowing or chopping is most effective when musk thistle plants are at bud stage. Grubbing or digging the plants below the root crown level is effective as well. Do this while the plant is in the rosette stage. Biological - Livestock tend to avoid grazing on musk thistle, although horses and cattle have been known to eat the flowerheads. Biological control insects, such as the seed head weevil (Rhinocyllus conicus) and the crown weevil (Tridiosirocalus horrrdus) are effective on large infestations. When used together, these insects provide fair to good control. Expect to wait at least 3 to 5 years for the insects to establish significant populations and achieve optimum management results. Insects can be obtained at no charge from the Colorado Department of Agriculture. Please call 970-464-7916 or go to w ' w jla i era t! 'insvc tar) -cio rn for more information, Herbicides - The following are recommendations for herbicides that can be applied to range and pasturelands. Always read, understand, and follow the herbicide label directions. The herbicide label is the LAS! -villainy, Hanle'icicleRate \pp1waunn um er _ Milestone 3 to 5 or/acre Apply to plants early bolting stage broadleaf crop surfactant O..3 in the or to within ozigal spring and early the fall rosettes 1 year of application. water or 1 summer at rosette or DO NOT rotate to a Add a non-ionic tl100 al water: 2,4-I) Amine 1 qtiacre or I ozlgal water Spring/fall apply when Add noneionic l qt/100 gal rosette — before flowering stalk lengthens. DO NOT outside temperatures will exceed 85 degrees. surfactant @0.32 ozigal water or water. Curtail 1.5 — 2 gtsfacre or 1.5+4,4 ozigal water Spring rosette Add non-ionic 1 100 1 to pre -bud stage and/or fall rosette. surfactant @ 0.32 oz gal water or water. Clarity 1 gt.'acre or ' 1 OW al water Spring rosette — before flowering stalk treatment of rosettes. DO NOT apply shrubs or when outside temperatures lengthens and/or late near or under trees and/or will exceed 85 degrees. fall Rangeland -Pasture Recommendations Perennial Pepperweed Identification and Manage ment Perennial pepperweed (LephUuni latifotiurn) is a non-native perennial plant that spreads by seeds and creeping underground roots that vigorously produce new plants. Seed production is prolific in heavily infested areas, estimated at 6 billion seeds per acre. The first basal leaves emerge to form a rosette. The leaves have long stems, are gray -green and can be 4 to 11 inches long and 1 to 3 inches wide, The rosettes produce plants of multiple, erect, semi -woody stems with smaller leaves that taper toward thebase and have a prominent whitish mid -vein. The leaves become progressively smaller toward the top of the stems. Flowers are white with 4 spoon -shaped petals borne in dense clusters near the stem tips. Perennial pepperweed is a member of the Mustard family. Although an enormous amount of seed is produced, most new plants are shoots from the underground root mass. The roots enlarge at the soil line forming woody crowns. Each crown produces numerous erect stems that grow 2 to 4 feet tall; 6 feet can be achieved under optimal conditions. Root fragments as small as 2 inches can produce a new plant. Perennial pepperweed roots can remain dormant in the soil for several years. Flowering occurs from early summer to fall. The combination of seed production and root shoots enables perennial pepperweed to develop into dense monocultures that dis iadc? native limits and wildlife. A field of perennial pepperweed, Perennial pepperweed can be found in riparian areas and wetlands, adapts to disturbed areas, roadsides and ditches, hay meadows and cropland. Perennial pepperweed is often confused with hoary cress. Hoary cress stems are less than 3 feet tall and have stem leaves with lobed ears that clasp the stem, Perennial pepperweed has smaller leaves that taper toward the base and have a prominent whitish mid -vein, Management programs must include prevention, monitoring, and treatment of small satellite populations before plants develop extensive roots. Focus on containment of large infestations to prevent spread. If you have any questions, please contact the Weld County Public Works Dept., Weed Division at (970) 304-6496 ext. 3770. Please visit our website at ec i mended manitgement methods: Cultural - Establishment of selected, aggressive grasses can be an effective cultural control of perennial pepperweed. Contact your local CSU Extension office or Natural Resources Conservation Service office for seed mix recommendations. Good grazing management will stimulate grass growth and keep pastures healthy. Healthy pastures may be more resistant to perennial pepperweed invasion. Bare spots caused by overgrazing are prime habitat for weed infestations. Mechanical - Due to the extensive root system, hand -pulling this plant is not a viable option. Mechanical control options are typically ineffective. With the exception of flooding, no non -chemical treatments have been proven effective. Biological No known biological control agents available at this time. Development of biological controls has been hampered by a number of closely related native plants, some on the rare and endangered species list. Herbicides - The following are recommendations for herbicides that can be applied to range and pasturelands. Always read, understand, and follow label directions. The herbicide label is the LAW! !� Herbicide JIM Rati! 1 Application Tirt Continents Z4 -D Amine 3 gtlacre I Springs bolting to early bud stage and fall rosette stage. DO or 2 origal water for each roduct NOT apply when outside temperatures eratur will exceed 85 degrees. Add non-ionic surfactant 0.32 oz./gal water or 1 +tl100 ± al water. Escort ' 1 oz/acre or 1.3 : , s to 3 s allons of water _ Apply from bud to early bloom stage or at fall rosette. Add one teaspoon of household ammonia to 3 gallons of water plus the non-ionic surfactant a (L32oz/gal water or Iqt/1 OO gat water, Tclar I 1 oaere or % of gram to 3 gallons water Apply at prebloom to bloom or at fall rosette stage. Add a non - ionic surfactant @ 0.32ozigal water or 1 qt/100 gal water. Round -Up 4 cos/acre or 2.5 oz/gal water 1 spring- at early bud stage and /or fall rosette stage. Add a non - ionic surfactant @ 0.32o,z/gal water or t 0100 gal water. Plateau 8 oz iacre or 0.25 oz/gal water Spring apply Add a methylated water or 1st/100 to rosette seed g,al stage or at flowering oil surfactant ( . water,. or o) at fall rosette. @ 0.32 oziga.l Photo of perennial peppervveed flowers courtesy of WA State Noxious Weed Control Board Rangeland -Pasture Recommendations Scotch thistle Ide ntificatio n and Manage me nt Scotch thistle (Onopordum acanthium) is a non-native biennial forb that reproduces solely by seed. A biennial is a plant that completes its lifecycle within two years. During the first year of growth, Scotch thistle appears as a rosette in spring or fall. During the second year in mid to late spring - the stem bolts, flowers, sets seed, and the plant dies. A prolific seed producer, Scotch thistle can produce up to 14,000 seeds per plant Therefore, the key to managing this plant is to prevent seed production. Scotch thistle can grow up to 12 feet tall. Stems are numerous, branched, and have broad, spiny wings. The leaves are large, green, spiny, and covered with fine dense hair giving the leaf a woolly appearance. The flowers are violet to reddish in color, numerous (70400/plant), and are surrounded by spine - tipped bracts. You can expect to see flowers from mid -June to September. Due to the robust, spiny nature of Scotch thistle, this plant cm act as a living barbed wire fence, making areas impassible for wildlife, livestock, and people. Scotch thistle invades rangeland, overgrazed pastures, roadsides, and irrigation ditches. It also prefers moist areas adjacent to creeks and avers. On the backside of this sheet are Scotch thistle management recommendation . If you have any questions, please contact the Weld County Public Works Dept, Weed Division at (970) 04-649 ► ext 3770. Please visit our ire site vi . e I dwceds.erg. Recommended management methods: Cultural - Establishment of selected, aggressive grasses can be an effective cultural control of Scotch thistle. Contact your local CSU Extension office or Natural Resources Conservation Service office for seed mix recommendations. Good grazing management will stimulate grass growth and keep pastures healthy. Healthy pastures may be more resistant to Scotch thistle invasion. Bare spots caused by overgrazing are prime habitat for weed infestations. Mechanical - Any mechanical or physical method that severs the root below the soil surface will kill Scotch thistle. Mowing or chopping is most effective when Scotch thistle plants are at full -bloom. Be sure to properly dispose of the flowering cut plants, since seeds can mature and become viable after the plant has been cut down. Biological - There are no biological control insects available that will control Scotch thistle. Herbicides - The following are recommendations for herbicides that can be applied to range and pasturelands. Always read, understand, and follolitir label directions. The herbicide label is the LAW! Iles Ilicith. Kate Application Qua Comments a. n ent- 2,4 -Lt Amine I qt./acre or 1 oz/gal water Spring/fall apply Add l qt/100 rosette when outside non-ionic surfactant gal water. — before flowering stalk lengthens. DO NOT temperatures will exceed 85 degrees. @0.32 ozlgal water or Curtail I.5 —2 gts./acre or 1.5-10 ozigal water Spring rosette to pre Arid non-ionic surfactant l qt/100 gal water. -bud stage andlor fall rosette. (0 32 oz/gal water or Clarity I qt/acre or 1.0 ozl'gal water Spring rosette — before treatment of rosettes. shrubs or when outside Add a non-ionic surfactant water. flowering stalk DO NOT apply temperatures @ O,32oz1gal lengthens and/or late near or under trees will exceed 85 degrees. water or 1 0/100 100 fall and/or gal Milestone 3 to 5 ozi acre Apply to bolting seasonally and lowland year of water or plants stage dry application. I qt/100 in the spring and early summer at rosette or to the fall rosette. It is permissible to treat wetlands and transitional areas between sites. DO NOT rotate to a broadleaf crop Add a non-ionic surfactant @ O.32oz/gal gal water. upland within or I JCYork From; Sent: To: Subject: Attachments: 1 1 � J C, Waller, Tiffani - NRCS Brighton, CO cTiffani.Walker@co.usda.gov> Wednesday, May 10, 2017 12:44 PM jcyork@j-tconsulting.com Seed mix recommendation Reclamation Seed Mix Recommendations JTConsult,d ocx I have attached a document with seed recommendations for you, These are recommendations from our area range specialist. All the recommended species are adapted to sandy soils since the roots of the plants will eventually be using the sand down below the top soil that will be added. MI the reclamation species are native so they should adapt and grow well out there. Let me know if you have any questions or need any other assistance, Thank you, ZWw' War Soil Conservationist NAGS -USDA 57W BromleyLn Brighton, CO 80601 (720) 634-3924 This electronic message contains information generated by the USDA solely for the intended recipients. Any unauthorized interception of this message or the use or disclosure of the information it contains may violate the law and subject the violator to civil or criminal penalties. If you believe you have received this message in error, please notify the sender and delete the email immediately. t Seed Mix Recommendations ford&T 'Consulting I nc.Y Mix 1: Reclamation — • Woodward Sand Bluestem 15-20% • Goshen Prairie Sandreed 20% • Arriba Western Wheatgrass 20% • Cheyenne Fellow Indiangrass 15% • Blackwell Switchgrass 15% • Vaughn Sideoats Grama 10% • 3-5 native forbs 1% of each chosen (lower your % of bluestem to add in forbs) Recommended forbs: American vetch, dotted gayfeather, narrowleaf pensterrion, purple prairie clover, scarlet globemallow, upright pai rie clover Under the assumption that you will be seeding in the fall/ we recommend that you try to get the topsoil on as soon as possible and, if possible, plant a sterile forage sorghum on it before July 1st. The sooner it is planted, the better though, so don't necessarily wait until July ft unless you have to. This sorghum cover will help to stabilize your topsoil while you wait to seed in the fall, we would also recommend planting the grass mix after November 1't using a native grass drill. The native grass drill will be able to evenly plant the fluffier native seeds that a normal grass drill will not be able to plant as easily. Plant the grasses directly into the standing dead litter of your sorghum. The sorghum will frost kill, so there should be no need to spray it to kill it. Mix 2: Temporary cover— s Recommended species and when to plant them: o By July 1st Oats o By July 15th Forage sorghum, Sudangrass, Millet o From August 15th to September 15th Winter wheat, winter rye, Triticaie With the first two, just seed them sooner rather than later, if possible. The last ones, plant between those dates. These are all annual grass species so they won't lire year round or continue to grow back unless you let them seed out or buy sterile varieties. 0 tION awl C a - C 0 to *5 3 w?f, (i) 8 8 8 8 8 3'<dddddci d tat n 'sit en all us vs irt • tD do 00 01 4a CC � air CC esi (+J rail.' ii/ ■• �l esk � f^ y P r i 4, E E 2 Scientific Name e 1 g cri - t!� 0 tip O C Sand Bluestemm 2 a w it ID Z z 8 8 ci 4•0 getwry OC0 COO 0 L i L ■ C L+t las O O O O z- er. g a 45 OD .■■/ it 2 2 it ca. in, tri >%. g co, O. Prairie Sandreed C m sib 4-4 w C) C to O. VI CU 4.1 1 LIS d CU en as int t r 12) m z z gist to I 2 CO w C U 0 m cu U CD to a al asa 1 O S o ft � Iss 410 EL CL Tug gj a a- a i 641 8 R0el0 us 1 N C O tap Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado February 12, 2018 Prepared By: Sustainable Traffic Solutions, Inc. http;I/ wr. sustainabl traffi olutionsicomi Joseph L. Henderson, PE, PTOE 303.589.6875 susta nabtetr f is oIufions.corn Table of Contents Page 1.0 Introduction 110081•1116 OE ■.........r................l..a.......................ili............,..........l.i.i./iii 2.0 Project Description.........+.. 2.1 Existing and Proposed Streets and Intersections ...., 1 2.2 Study Assumptions.., 3.0 Existing TrafficVolumes see*** a.re..ai.....w.fg• v wesa a a s am ca4.app}aapg a 6••+Ge.f.•......... •••• .62 4.0 Crash Data ..... 5.0 site Generated Traffic Volumes 2 2 5.2 Trip Distribution and Assignment 6.0 Future Traffic Volumes .,............3 6.1 Auxiliary Lanes ..3 7.0 Level of service Analysis .3 8.0 Traffic Signal Warrant Studies 4 9.0 Recommendations 4 5.1 Trip Generation List of Tables Table 1 — Sum mart' of Daily Traffic Volumes Table 2 — Summary of Peak Hour Volume Scenarios Table 3 — Trip Generation Estimate Table 4- intersection Operational Summary for W R 24 WCR 23 Figure 1 — Vicinity Map Figure 2 -- Trip Distribution Appendix A Appendix B Appendix C Appendix D List of Figures List of Appendices Traffic Count Data Crash Data VISTRO Analysis Results Traffic Signal Warrant Study Results Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado February 12, 2018 Weld County, Colorado Bennett Pit Traffic Impact Study 1.0 Introduction Northern Colorado Constructors CNCC) is proposing to develop the Bennett Pit east of Weld County Road 23 (WCR 23) adjacent to the intersection with Weld County Road 24 (WCR 24). Figure 1 shows the location of the site. The development will consist of a quarry which is expected to be operational in May 2018. The quarry is expected to operate Monday through Saturday during daylight hours with the end of the business day at 4:00 p.m. The study has been prepared based on the Weld County traffic impact study req ui rements1 . 2.0 Project Description 2.1 Existing and Proposed Streets and Intersections The intersection of WCR 24 / WCR 23 will provide access to the development. It is a T -intersection of two lane collector roads. The intersection has side street stop control for the eastbound traffic on WCR 24. Access to the quarry will be through a new east leg to the intersection. 2.2 Study Assumptions The following assumptions were utilized for this study. • Short Term Horizon. The County's traffic impact study requirements specify that the short term horizon is five years following the completion of the development. The Bennett Pit is assumed to be operational in May 2018, so the short term horizon is Year 2023. Long Term Horizon. The long term horizon is assumed to be Year 2035 to coincide with the traffic projections that are contained in the 2035 Transportation Pla_n2. • Saturation Flow Rate. The saturation flow rate was assumed to be 1,600 passenger cars / hour / lane which is typical in rural areas. Peak Hour Factor. The peak hour factor for the existing movements was based on the count data. For new movements, the peak hour factor was assumed to be 0.85. Truck Percentage. Weld County reported truck percentages in the January 15, 2018 comments on the development. Those percentages were used for the analysis. Refer to Section 3.0 for the volumes and truck percentages reported by Weld County. On the east leg of the intersection that will provide access to the quarry and the new movements at the intersection, the truck Weld County Engineering and Construction Criteria, Weld County. April 2012 2 2035 Transportation Plan. Weld County. May 9, 2011. Sustainable Traffic Solutions, Inc. 1 Bennett Pit Traffic Impact Study aLT Consulting, Inc. February 12, 2018 percentage was assumed to be 61% based on the trip generation and vehicle type information that was provided by J&T Consulting. 3.0 Existing Traffic volumes Traffic count data for the study were collected on Thursday December 1 : 2016 by All Traffic Data. The existing daily volumes are summarized in Table 1, and the existing peak hour volumes are summarized in Table 2. The traffic count data summaries are contained in Appendix As January 15, 2018 comments on the development that were made by Weld County included traffic count and truck percentages that are different than the information collected by STS for the traffic study. The comments did not provide a date that the data were collected or state whether they were collected on an average weekday. They are as follows: • WCR 23 south of WCR 24 —1521 vpd with 22% trucks • WCR 23 north of WCR 24 -- 715 vpd with 24% trucks • WCR 34 -- 1,282 vpd with 23% trucks 4.0 Crash Data STS requested the most recent three years of crash data from Weld County for the intersection of WCR 24 / WCR 23. The report provided by Weld County contains a list of several incidents at or near the intersection (see Appendix B). Six of the incidents between December 25, 2014 and November 29, 2015 were crashes. They are highlighted on the report. There wasn't enough information provided by Weld County to determine the cause of the crashes. 5.0 Site Generated Traffic Volumes 511 Trip Generation Quarries are not land uses addressed in the ITE flj Generation manual3. Therefore, the trip generation was determined based on information that was provided by J&T Consulting. The truck and passenger vehicle traffic for the quarry is summarized in Table 3. The daily and peak hour traffic volumes on an average weekday are expected to be 35 truck trips and 22 passenger vehicle and light duty truck trips. 5.2 Trip Distribution and Assignment The trip distribution for the truck traffic was provided by NCC and is shown in Figure 2. NCC assumes that approximately 50% of the truck traffic will occur on WCR 24, and the other 50% will be on the south leg of WCR 23. Passenger vehicle and light duty truck traffic will be associated with employees and vendors. That traffic is assumed to be divided equally between the three directions of travel from the site. The daily trip assignment is contained in Table 1 and the peak hour trip assignment is contained in Table 2. The distribution of traffic entering and exiting the site was based on count data collected at the Pikeview Quarry in Colorado Springs. 3 Trio Generation, 109' Edition. Institute of Transportation Engineers. September 2017 Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study Weld County, Colorado 2 J&T Consulting, Inc. February 12, 2018 660 Future Traffic Volumes Background traffic volumes (without the development traffic) were estimated by using the projected volumes for each leg of the intersection and inflating the existing volumes to appropriate levels based on the projected volumes that are contained in Appendix A of the 2035 Transportation Plan. Tables di and 2 contain the Year 2023 and Year 2035 background traffic volumes. The projected daily and peak hour volumes at the completion of the project were estimated by adding the traffic that is expected to be generated by the Bennett Pit to the background traffic volumes (see Tables I and 2) . 6.1 Auxiliary Lanes STS reviewed the need for auxiliary lanes at WCR 24 I WCR 23. The evaluation was based on criteria that are contained in Section 6.6 of the Weld County Enaineerino and Construction Criteria. Weld County has the following thresholds for the construction of auxiliary lanes on arterial and collector roadways. • Left Turn Declaration Lane. A left turn deceleration lane is required when peak hour volumes exceed 10 vehicles per hour. • Right Turn Deceleration Lane. A right turn deceleration lane is required when peak hour volumes exceed 25 vehicles per hour. • Right Turn Acceleration Lanes A right turn acceleration lane is required when peak hour volumes exceed 50 vehicles per hour. A second criterion is that the right turning traffic would be turning into a single lane. Based on the threshold for the left turn deceleration lane, a northbound left turn lane is currently warranted. 7.0 Level of Service Analysis To evaluate the performance of the intersections within the study area, the Level of Service (LOS) was calculated using PTV VISTRO TRO software. This software package utilizes criteria described in the Highway Capacity Manual. LOS is a measure used to describe operational conditions at an intersection. LOS categories ranging from to F are assigned based on the predicted delay in seconds per vehicle for the intersection as a whole, as well as for individual turning movements. LOS A indicates very good operations, and LOS F indicates poor, congested operations. Acceptable intersection operation in rural areas is typically considered LOS C or better. The level of service for stop controlled intersections is based on the lowest letter grade for the side street movements. The level of service for all of the scenarios is summarized in the following table. The intersection is currently operating at LOS A and is expected to continue to operate at acceptable levels of service through the Year 2035. 4 Highway Capacity Manila' eh Edition. Transportation Research Board. 2016 Sustainable Traffic Solutions, Inc. 3 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado February 12, 2018 Scenario Peak Hour Morning Evaning Existing W.. l..-....�. - A ,,.fir . __!lf0i A wiaiw »eee»•-•ree•lyea ..al.. . a. f.. a.�i.� .,., ." JS! J a••u. Year 2023 Background A 7t. fttbnrtrwrrwsr+WeIawww. A tw...•.;---`.T:arb4.!t ac. •r, .ea r—e_eflEMuwnv ck 'w l�...�. l.� .- Year 2023 Total I. ..abit in -u WI it WYLabi1V.4dasiwr.d...w laeyN ••^, "� B B r ...!!Reltrrntirlt el Ptrnrrlter, tt!!1':M1N.Wi.Fl.i...wlwii.MM Year 2035 Background a i. dinniktd.a ilina.--.•••nanl .. a .-a.u:i 44.40.0. b B cr.yopmegge.witgDrotllI11 K4G 541-1-H-iki WeiiriiGi:ii. i..7�!'^'1 C .'^"^T!e!.!1!llttDtltllTtlfTR11114twMY..iWWiia.agelwy Year 2035 Total C rrrxrn•rtf fTfTTltifTSTrtlltet r.et 8.0 Traffic Signal Warrant studies A traffic signal warrant study was performed to determine if a traffic signal will be warranted at W R 24 /WCR 23. The study was performed based on requirements contained in the Manual on Uniform Traffic Control Deyices5t Warrant 3, the peak hour warrant, was evaluated using the data available for this study. The intersection is not expected to warrant signalization by Year 2035. Results of the signal warrant study is contained in Appendix D, 9.0 Conclusions and Recommendations STS has drawn the following conclusions based on the analysis performed in the study. • The intersection of WCR 24241 W R 23 is expected to operate at acceptable levels of service through the Year 2035. • The peak hour traffic signal warrant was evaluated for the Year 2035 peak hours and the intersection is not expected to warrant signalization. STS has the following recommendations based on the analysis performed for this project. • Side Street Stop Control. The development will not warrant signalization of WCR 24 /WCR 231 therefore, the access will be stop controlled. • Recommended Laneage. The la neap a recommendations for each volume scenario are summarized in Table 4. 5 Manual on Uniform Traffic Control Devices. Federal Highway Administration. 2009+ Sustainable Traffic Solutions, Inc. 4 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado February 12, 2018 Tables Table I — Summary of Daily Traffic Volumes Table Summary of Peak Hour Volume Scenarios Table 3 — Trip Generation Estimate Table 4— Intersection Operational Summary for WR 24/WCR 23 Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study ul &T Consulting, Inc, Weld County, Colorado February 12, 2018 Table 1. Summary of Daily Traffic Volumes Scenario Existing ' Trip Assignment 2023 Back 1 2023 Total ? 2035 Back 2035 Total ' 310 North 270 7 320 1,320 1,640 South, 1,045 25 1 160 1,180 1,740 2,920 East a 57 0 57 57 0 West 917 25 1,220 1,240 12,050 13,290 Notts. 1 The daily volumes collected for the study are highlighted in yellow The other volumes were estimatd based on the peak hour to daily ratio for the evening peak hour, 2 The quarry is meted to be open in Year 20181 and the short term horizon is Year 2023 based on County requirerttents 3 The volumes highlighted in yellow were obtained from Appendix A of the 2035 Transportation Plan (Weld County, May 9, 2011) Table 2. Summary of Peak Hour Volume Scenarios Peak Hour lNerflthound Sout bound F u t in-tbtrumSetearia LT ) T J fT LT T FtT LT T R7 L T j 1: 1 TRY _ Existing AM 35 10 .- -�— I— 10 3 1 30 — _ — PM 34 24 l — g 1 6 7 d1 — Aggregate AM 1 0 I 1 1 1 0 0 1 0 0 0 Only PM 1 Year 2023 AM 39 S 11 y — 12 ' 3 1 1 40 — _ - — , - Background PM 38 27 — — 7 7 9 .— Year 2023 AM 39 1 t 1 0 12 3 1 N 1 4O 1 1 0 Total PM 38 I 27 1 0 7 7 9 1 54 0 0 0 Year2O35 I Baekground i AM 961 28 — -r 42 13 14 I d,3S — _. — Pm 95 67 25 25 101 ' 594 — _ _ Year 2035 Total AM 98 28 1 0 42 13 14 1 435 1 1 , 0 PM 95 87 1 0 25 25 101 1 594 0 0 0 Year 2035 AM 98 28 8 35 76 — 345 — — — Background PM 133 37 — -- 7 31 99 — 452 — Year 2035 AM 98 28 5 1 6 35 76 ' 5 ' 345i 5 5 1 Total PM 135 37 6 1 7 31 99 6 452 3 3 0 Note. 1 The year 2035 background volumes were developed using growth rates based on the existing and projected volumes on the three existing legs of the intersection The projected volumes were obtained from Appendix A of the 2035 Transportation Plan (Weld County, May 9, 2011) Bennet Pit 24-18 1842 - Volumes 2110/2018 10:03 AM Table 3. Trip Generation Estimate Daily Trips Facility 1 Aggregate Mining / Processing Facility ( Total In Out Passenger Vehicles 20 10 10 16 Ton Gravel Trucks 10 5 5 25 13 13 22 Ton Gravel Trucks Light Duty Trucks 2 1 1 Total - Aggregate Mining I Processing Facility 57 29 29 Notes: I. The trip generation estimate was provided by J T Consulting. C:\Users\,doe\Documents\Prcjects ctive\Bennett Fait\PrajectWWebruary 2018\ExceRbennett Pit 2-9-18 3 -Trip Gen 2/9/2016 12:30 PM Table 4. Intersection Operational Summary for WCR 24 ! WCR 23 Stop Controltkd Intersections Northbound Left Turn Soulbtourd Left Turn Eastbound Left Turn plus Right Turn Eastbound Left Turn plus Thru plus Right Turn Westbound Left Turn plus Thru plus Right Turn Bennett Pit 2-9-18 4- LOS Existing Morning Evening Delay Year 2023 Background Morning Evening Year 2023 Total Morning Delay Evening Delay Year 2035 Background Morning LOS Delay Delay Year 2035 Total Morning Evening 2110/2018 1:06 PM Figures Figure 1 —Vicinity t Map Figure 2 as Trip Distribution Sustainable Traffic Solutions. Inc. Bennett Pit Traffic Impact Study Weld County, Colorado J&T Consulting, Inc. February 12, 2018 i' 'C Ea gIC Ili it 12) Tii 6 4 ,4,, 2 3 -. .. 0 ai C•F C WCR 39 MD moi CO 15 E En - c0 J&T Consulting n a, c a co Cr1 e a 40 2 ti cis 0 C 11 s t O z uJ - Expressway 76 It sed i - Minor Arterial 10 - Truck Trip Distribution -S i l V k 23 sae 6ss: CO LO eise en 111 Cr) V 65 z as E D im ce ern F - CL aka ne z p a co 0 co February 12.2018 C C 0 C Ins II Appendix A Traffic Count Data Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado February 12, 2018 All Traffic Data se ea 20Ldtl td) 1ri1��"Ni'l soft •!Y 111 (303) 216.2439 www.aIltrafficdata1net Peak Hour - All Vehicles MICR 24 (30) 13 0.53 (69) q ,Z,J 1 L it36 4limo 0.89 31 imm. (58) 11 (18) ►iCRVV 1 a IN D.82 E 0m 30 n n Wert 23 I I Location: . W R 23 & CR 24 AM Date and Start Time: Thursday, December 1, 2016 Peak Hour: 01:00 AM - 08:00 AM Peak 15 -Minutes: 07:30 AM - 07:45 AM I (71) 40 0,80 45 (70) Note: Total study counts contained in parentheses. Traffic Counts Interval Start Time 7:01 AM 0 'NCR 24 Eastbound U -Turn Left Thru Westbound Peak Hour - Pedestrians/Bicycles on Crosswalk 0 U II' a yyj�E 1� 0 WCR20 WCR23 Northbound Southbound Right _ U -Turn Left Thru Right U -Turn Left Thru Right U -Turn Left Thru Right Total 0 0 6 7:45AM 0 it 8:00 AM 0 8:15 AM 0 8:30 AM 0 8:45 AM 0 1 Rolling Pedestrairi Crossings Hour West East South North 0 5 3 0 0 0 5 2 21 89 0 8 0 8 4 7 0 0 7 2 0 4 2 0 8 0 5 0 5 0 0 0 0 2 0 0 7 0 0 0 0 5 3 0 5 1 0 0 0 2 4 0 6 1 0 0 0 0 1 19 74 14 21 20 0 14 69 0 4 D 0 0 0 0 0 0 0 0 0 0 Count Total 0 6 0 52 Peak Hour 0 1 0 30 0 68 12 0 0 0 19 11 168 0 35 10 0 0 0 10 3 89 0 0 0 0 All Traffic Data (303) 216-2439 wwwalltrafficclataanet Peak Hour - All Vehicles (20) 12 4,60 31 (46) VCR 24 (76) 40 0.91 48 imer (85) WCR 23 0 .3) I le U IRI E 0.6 r 41 -in "ri C. a r Location: I. WCR 23 & WCR 24 PM Date and Start Time: Thursday, December ., 2016 Peak Hour: 04:45 PM - 05:45 PM Peak 15 -Minutes: 04:45 PM - 05:00 PM I. (86) 47 0464 58 (103) Note: Total study counts contained in parentheses. Traffic Counts Interval Start Time 4:00 PM 4:15 PM 4:30 PM SMKIWP 5:44 PM 5:15 PM 5:30 PM 5:45 PM WCR 24 Eastbound U -Turn Left Thru Right U -Turn Left Thru Right 0 o 0 6 0 2 0 6 1 0 10 0 2 0 0 3 0 o 2 0 Westbound Peak Hour - Pedestrians/Bicycles on Crosswalk WCR 23 Northbound t 1�0 4 �► ''p C witemg 6 0 Sia#s a0 0 a 'SCR 23 Southbound U -Turn Left Thru Right U -Turn Left Thru 0 11 3 0 0 0 1 0 7 4 0 0 0 3 0 10 2 {} 0 4 5 0 10 4 0 o 6 5 0 0 7 1 0 0 0 1 o o 3 0 0 0 Count Total 0 12 0 73 F oiling Pedestrain Crossings Right Total Hour 1 22 0 22 0 26 0 69 34 0 0 0 13 7 20B 105 107 115 103 West East South North a o a 0 0 o 0 0 ThrOci 0 o 0 o 0 0 4 0 o 0 0 0 0 0 Peak Hour 0 7 0 41 0 34 24 0 0 0 6 6 118 0 0 0 All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 www. a l ltraf f icda:ta . net Page 1 e Site Code: 2 Station ID: 2 WCR 23 S/O WCR 24 Start Time. 12/01/16 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12 PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 944 -nn roil'. La'La Tnta1 II LA LEO Oarr'4o At 1 Ci t CI IL AM Peak Vol. PM Peik Ifni Grand Total Percent 1 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 - - aG A Affir.. 4J.T'Li 07:00 1 16:00 1 0 tt not 60. !3 :III 21 26 9C 0 0 0 a 0 o 0 0 0 0 0 1 0 C 0 2 0 0 +� 1 0 1 0 2 0 1 0 0 1 3 0 1 0 0 0 0 0 0 0 0 31 36 41 46 35 40 45 50 1r Y 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 1 0 0 1 1 2 2 3 3 2 7 7 8 5 12 8 13 1 6 8 7 0 3 9 10 6 5 11 3 4 9 11 2 2 16 10 1 7 17 7 3 6 11 10 6 10 11 9 8 8 8 28 11 7 10 13 7 6 5 2 6 0 3 5 4 1 4 2 3 2 0 1 0 0 0 4 2 n 1 0 3 19 2.4% 10:00 2 17:00 17:00 Statistics 2 0 1 3 1 12 0.4% 0.0% 0 2% 2td.°.+ 15th Percentile : 50th Percentile 85th Percentile 95th Percentile 10 MPH Pace Speed Number in Pace • Percent in Pace : Number of Vehicles > 55 MPH Percent of Vehicles > 55 MPH • Mean peed(Average) 13n 149 104 1'�t OL 9R 1 % 91:1_°°44, 741.5t% ! 6d'r'd! a V 7.Y. ■ {M i v 10:63 07:00 10:00 07:00 A 1 11 13 15:00 13:00 16:00 16:00 10 17 9.R 11 68 130 149 104 13,.6% 26.1 % 29.9% 20.8% 34 MPH 41 MPH 47 MPH 51 MPH 36-45 MPH 279 55.9% 9 1.8% 42 MPH 51 5!5 0 0 0 0 0 0 0 5 1 3 2 0 0 4 0 0 4 2 1 2 0 0 0 24 a RAG. vlvPw 07:01 5 13:00 4 24 4.8% 56 61 66 71 76 85th 95th 60 65 70 75 999 Total Percent Percent 0 0 0 0 0 1 49 49 0 0 0 0 0 1 49 49 0 0 0 0 0 0 * * 0 0 0 0 0 1 49 49 0 0 0 0 0 2 48 49 0 0 0 0 0 10 47 49 0 1 0 0 0 25 48 49 1 0 0 0 0 45 49 53 o 0 0 0 0 24 48 49 1 1 0 0 0 27 51 58 0 0 0 0 0 29 46 51 0 0 0 0 0 26 44 46 0 0 0 0 0 30 43 44 0 0 0 0 0 39 46 52 0 0 0 0 0 34 45 48 2 0 0 0 0 41 47 49 0 1 0 0 0 61 48 52 0 0 0 0 0 43 46 49 2 0 0 0 0 23 49 57 0 0 0 0 0 14 49 53 0 0 0 0 0 10 47 49 0 0 0 0 0 3 42 44 0 0 0 0 0 6 47 49 0 0 0 0 0 4 49 49 z• A 3 0 0 a 499 1.2% 0.6% 0.0% 0.0% 0.0% 07:00 06:00 07:00 1 1 45 15:00 16:00 16:00 9 1 61 6 3 0 0 0 499 1.2% 0.6% 0.0% 0.0% 0.0% All Traffic Data Services, Inc 9660 AN 44th Ave Wheat Ridge,CO 80033 www.alltrafficdata.net Page 2 Site Code: 2 Station ID: 2 R 23 SiO/O WR 24 as Start 1 15 21 26 31 36 41 46 51 56 61 66 71 76 85th 95th Time 15 20 25 30 - 35 _ 40 45 50 55 60 65 70 75 999 Total Percent Percent 12(01/16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 0 0 0 0 1 1 0 0 0 0 0 0 0 0 2 38 39 02:00 0 0 0 0 3 1 0 0 0 0 0 0 0 0 4 37 38 03:00 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 39 39 04:00 0 0 0 1 4 2 0 0 0 a 0 0 0 0 7 37 39 05:00 0 0 0 1 5 3 4 1 0 0 0 0 0 0 14 43 46 06:00 1 0 0 0 9 14 6 5 0 0 0 0 0 0 35 44 48 07:00 1 0 1 5 12 10 5 3 0 0 0 0 0 0 40 43 46 08:00 0 0 0 6 13 7 4 1 0 0 0 0 0 0 31 40 44 09:00 1 0 0 3 10 15 5 0 0 0 0 0 0 0 34 39 43 10:00 0 2 0 5 10 10 2 1 0 0 0 0 0 0 30 39 43 11:00 1 0 4 12 12 9 3 0 0 0 0 0 0 0 41 38 41 12 PM 0 0 0 5 19 5 2 0 0 0 0 0 0 0 31 37 41 13:00 0 0 3 4 16 7 4 0 0 0 0 0 0 0 34 39 42 14:00 0 0 0 5 19 14 4 0 0 0 0 0 0 0 42 39 42 15:00 0 0 3 9 22 14 3 2 0 0 0 0 0 0 53 38 43 16:00 0 0 0 2 17 10 5 1 0 0 0 0 0 0 35 40 44 17:00 0 0 0 10 29 10 1 0 0 0 0 0 0 0 50 36 39 18:00 0 0 0 0 5 7 0 0 0 0 0 0 0 0 12 38 39 19:00 0 0 0 1 5 8 2 0 0 0 0 0 0 0 1€ 39 42 20:00 0 0 0 2 8 1 0 0 0 0 0 0 0 0 11 34 37 21:00 0 0 0 4 2 4 0 0 0 0 0 0 0 0 10 38 39 22:00 0 0 0 2 4 2 1 0 0 0 0 0 0 0 9 39 42 23:00 0 0 0 9 3 1 0 0 0 0 0 0 0 0 4 37 38 Total 4 2 11 77 228 156 54 14 0 0 0 0 a 0 546 Percent 0.7% 0,4% 2.0% 14.1% 41.8% 28,6% 9.9% 2.6% 0.0% 0.0% 0.0% _ 0.0i% 0.0% 0.0% AM Peak 06:00 10:00 11:00 11:00 08:00 09:00 07:00 06:00 Vol. 1 _ 2 4 12 13 15 8 5 PM Peak 13:00 17:00 17:00 14:00 16:00 15:00 Vol. 3 10 29 14 5 2 Grand Total Percent Statistics 11:00 41 1 5: 00 4 2 11 77 228 156 54 14 0 0 0 0 0 0 546 0.7% 0.4% 2.0% 141% 41.8% 28.6% 9,9% 2.6% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 15th Percentile : 29 MPH 50th Percentile ; 33 MPH 85th Percentile : 39 MPH 95th Percentile ; 43 MPH 10 MPH Pace speed : Number in Pace : Percent in Pace : Number of Vehicles > 55 MPH Percent of Vehicles > 55 MPH : Mean Speed (Average) : 31-40 MPH 384 70.3% 0 0.0% 35 MPH All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,C0 80033 www . a l Itra ffi cd ata . net Page 1 Site Code: 2 Station ID: 2 WCR 23 SO WCR 24 lB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 AxI 5 Axle >6 Axl c6 Axl 6 Axle >6 Axl Time Bikes Trailers Lang Buses 6 Tire Single Single Double Dcub a Double Multi Multi Multi Total 1x''01/16 0 1 0 0 0 0 0 0 0 0 0 0 0 1 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2 05:00 0 9 0 0 0 0 0 0 1 0 0 0 0 10 06:00 1 17 5 0 0 2 0 0 0 0 0 0 0 25 07:00 0 26 14 0 1 1 0 2 1 0 0 0 0 45 08:00 0 18 6 0 0 a 0 0 0 0 0 0 0 24 09:00 2 14 8 0 1 1 0 0 1 0 0 0 0 27 10:00 0 19 8 0 0 2 0 0 0 0 0 0 0 29 11:00 0 17 6 0 0 2 0 1 0 0 0 0 0 26 12 PM 0 18 10 0 0 2 0 0 0 0 0 0 0 30 13:00 0 28 7 1 2 0 0 0 1 0 0 0 0 39 14:00 0 19 14 0 0 1 0 0 0 0 0 0 0 34 15:00 0 28 9 0 0 3 0 1 0 0 0 0 0 41 16:00 0 45 13 0 1 1 0 0 1 0 0 0 0 61 17:00 0 33 10 0 0 0 0 0 0 0 0 0 0 43 18:00 1 17 4 0 1 0 0 0 0 0 0 0 0 23 19:00 0 12 2 0 0 0 0 0 0 0 0 0 0 14 20:00 0 7 3 0 0 0 0 0 0 0 0 0 0 10 21:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3 22:00 0 5 1 0 0 0 0 0 0 0 0 0 a 6 :00 0 3 1 0 0 a 0 0 0 0 0 0 0 4 Total 4 342 122 1 6 15 0 4 5 0 0 0 0 499 Percent 0.8% 88.5% 24.4% 0.21% 12% 10% 0,0% 0.,0% 1 0% 0.0% 0,0% _ 0.0% 0.0% AM Peak 09:00 07:00 07:00 07:00 06:00 07:00 05:00 07:00 Vol . 2 26 14 1 2 2 1 45 PM Peak 18:00 16:00 14:00 13:00 13:00 15:00 15:00 13:00 16:00 Vol 1 45 14 1 2 3 1 1 61 Grand Total Percent 4 342 122 1 6 15 0 4 5 a 0 0 0 499 0.6% 68 5% 24.4% 0.2% 1 2% 3.0% 0.0% 0 8% 1.0% 0.0% 0.0(% 0.0% 0 0% All Traffic Data Services, Inc 966+0 W 44th Ave Wheat Ridge1CC 80033 W.alltraffiodata. net Page 2 IMP Site Code: 2 Station ID: 2 WCR 23 Sit WCR 24 so Start Darr & 2 Axle 2 Axle 3 Axle 4 Axle <6 Axl 6 Axle >6 Axl <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long 'Buses 6 Tire Single Single Double Douate Double Multi Multi Multi Total 12101(16 a 0 0 0 0 0 0 0 0 0 0i 0 0 0 01:00 0 2 0 0 0 0 0 0 0 0 c 0 0 2 02:00 0 3 1 0 0 0 0 0 0 0 0 0 0 4 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 7 0 0 0 0 0 0 0 0 0 0 0 7 05:00 0 14 0 0 0 0 0 0 0 0 0 0 0 14 06:00 1 26 7 0 2 0 0 0 0 0 0 0 0 35 07:00 0 30 4 0 1 1 0 0 4 0 0 0 D 40 08:00 1 21 3 0 0 6 0 a 0 0 0 0 0 31 09:00 0 21 8 0 0 0 0 a 5 0 0 0 0 34 10:00 1 21 4 0 0 2 0 0 2 0 0 0 0 30 11:00 1 33 3 0 1 0 0 2 1 0 0 0 0 41 12 PM 2 24 4 0 0 0 0 0 1 0 0 0 0 31 13:00 2 25 4 0 0 2 0 0 1 0 0 0 0 34 14:00 1 36 2 0 2 1 0 0 0 0 0 0 0 42 15:00 0 46 4 0 0 2 1 1 0 0 0 0 0 53 16:00 0 30 4 0 0 0 0 0 1 0 0 0 0 35 17:00 0 47 2 0 0 1 O 0 0 0 0 0 0 50 18:00 0 12 0 0 0 0 0 0 0 0 0 0 0 12 19:00 0 16 0 0 0 0 0 0 0 0 0 0 0 16 20:00 0 10 1 0 0 0 0 0 0 0 0 0 0 11 21:00 0 10 0 0 0 0 0 0 0 0 0 0 0 10 22:00 0 9 0 0 0 0 0 0 0 0 0 0 0 9 23:00 0 4 0 0 0 0 0 0 0 { 0 Q 0 4 Total 9 44G 51 0 6 15 1 3 15 0 0 0 0 540 Perm 1,5% 81,7% 9,3% 0.0 1.1 2,7% D,2% 0.5% 2.7% 0.0'° 0.0% 0.0% 04'0 AM Peak 06:00 11:00 09:00 06:00 08:00 11:00 C9:00 11:00 Vol, 1 33 8 2 _ 8 2 5 41 PM Peak 12:00 17:00 12:00 1.4:00 13:00 15:00 15:00 1t00 15.00 Vol. 2 47 4 2 2 1 1 1 53 Grand Total Percent 9 446 51 0 6 15 1 3 15 0 0 0 0 546 1.6% 81.7% 9.3% 0.0% 1.1% 2.7% 0.2% 015% 2.7% 0.0% 0.0% 0.0% 0.0% EEC Start Tina 12/01/16 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12PM 13:00 14:00 15:00 16:00 17:00 18:00 19:00 20:00 21:00 22:00 en.ng\ Total Percent AM Peak % Arm PM Peak � Vol. Grand Total Perr:ent All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 60033 www. ailtrafficdata,net 1 16 21 15 20 25 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 0 0 0 1 0 0 0 1 0 0 0 1 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 rA rt 0 Li V Lt 6 1.2% 07:00 C 12:00 �I Statistics 0,2% 11:00 1 2 0.4% 48:00 1 13:00 1 6 1 2 26 31 30 35 0 {a 4 a 0 0 0 0 0 0 0 2 1 1 1 4 0 2 0 5 1 3 4 3 1 0 2 4 1 3 3 8 0 3 0 3 0 1 1 0 1 0 0 } 1 0 0 16 43 3.2% 8.6% 11:00 09:00 A c 15:00 15:00 3 8 16 43 1.2 0.2% (1 _4% 1.2% 15th Percentile 50th Percentile 85th Percentile 95th Percentile 10 MPH Pace Speed : Number in Pace Percent in Pace Number of Vehicles > 55 MPH : Percent of Vehicles > 55 MPH : Mean Speed(Average) R.R°l_n 35 MPH 40 MPH 47 MPH 51 MPH 36-45 MPH 319 63.9% 9 1.8% 41 MPH Page 1 Site Code: 3 Station ID: 3 WCR 24 W/O WCR 23 36 41 46 51 56 61 66 71 76 85th 95th 40 45 s_n 55 60 65 70 75 999 Total Percent Percent 0 1 0 1 0 0 0 0 0 2 53 54 1 0 0 0 0 0 0 0 0 1 39 39 2 0 1 0 0 0 0 0 0 3 47 49 0 0 0 1 0 0 0 0 0 1 54 54 2 4 0 1 0 0 0 0 0 7 44 53 1 2 3 0 0 0 0 0 0 9 47 49 7 13 5 0 1 1 0 0 0 29 47 57 5 10 4 3 0 0 0 0 0 29 48 52 7 11 7 1 0 0 0 0 0 29 47 49 8 7 2 1 0 0 0 0 0 23 44 49 10 8 3 0 0 0 0 0 0 26 44 47 10 8 4 1 0 0 0 0 0 31 45 49 16 10 2 0 0 0 0 0 0 30 43 46 9 14 4 0 0 0 0 0 0 34 44 47 12 14 11 2 2 0 0 0 0 46 48 54 12 11 6 5 1 0 0 0 0 46 49 53 15 11 8 0 1 0 0 0 0 38 47 49 19 12 8 1 0 0 0 0 0 43 46 49 5 7 2 1 0 0 0 0 0 16 46 51 5 4 4 2 1 0 1 0 0 18 53 65 3 4 1 1 0 1 0 0 0 11 51 62 3 6 4 2 0 0 0 0 0 16 49 52 3 3 1 0 0 0 0 0 0 7 44 48 9 2 0 0 0 0 0 0 0 4 43 44 157 162 80 23 6 2 1 0 0 499 31.5% 32.5% 1A.n% 4.6% 1.2% 0.4% 0.21% 0.0% 0.0% 10:00 06:00 08:00 07:00 06:00 06:00 11:00 10 -11 7 :I 1 31 ■ WI • V !' 1 17:00 13:00 14:00 15:00 14:00 20:00 19:00 14:00 19 14 11 5 2 1 1 46 157 162 80 23 6 2 1 0 0 499 31.5% 32.5% 16.0% 4.6% 1.2% 0.4% 0.2% 0.0% 0.0% cid 0) ea Ct. a C C _ 0 < 4a 03, ge ,ca 0 To er CD 03 ■ • . . 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CL tL 22 `41)" :E ci"II) > > tE r itc 2 to X13 AU Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,C0 80033 w W. alltrafficdata. net Page 1 Site Code: 3 Station ID: 3 CR 24 WitIt WCR 23 ES Start Cars & 2 Axle 2 Axle 3 Axle ,4 Axle <S Axl 5 Axle >6 Axt <6 Axl 6 Axle >6 Axl Time Bikes Trailers Long Buses 6 The Single Single Double Double Double Multi Multi _ Multi Total 1241/16 0 1 1 0 a 0 0 0 0 0 0 a 0 2 01:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 02:00 0 2 1 0 0 0 0 0 0 0 0 0 0 3 03:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 04:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7 05:00 0 7 2 0 0 0 0 0 0 0 0 0 0 8 06:00 0 17 10 0 1 0 0 0 1 0 0 0 0 29 07:00 0 21 3 0 0 2 0 0 3 0 0 0 0 29 08:00 0 21 5 0 0 3 0 0 a 0 0 0 0 29 09:00 0 10 7 0 0 2 0 0 4 0 0 0 0 23 10:00 0 17 8 0 0 1 0 0 0 0 0 0 0 26 11:00 1 22 6 0 0 0 0 1 1 0 0 0 0 31 12 PM 0 19 9 0 0 0 o 0 2 0 0 0 0 30 13:00 0 21 7 0 2 2 0 0 2 0 0 0 0 34 14:00 1 27 14 0 2 2 0 0 0 0 0 0 0 46 15:00 0 25 20 0 0 1 0 0 0 0 0 0 0 48 18:00 0 28 7 0 1 0 0 0 2 0 0 0 0 38 17:00 0 33 9 0 0 0 0 1 0 0 0 0 0 43 18:00 0 12 4 0 0 0 0 0 0 0 4 0 0 16 19:00 0 15 2 0 0 1 0 0 0 0 0 0 0 18 20:00 0 8 3 0 0 0 0 0 0 0 0 0 0 11 21:00 0 14 1 0 0 1 0 0 0 0 0 0 0 16 22:00 0 6 1 0 0 0 0 0 0 0 0 0 0 7 23:0Q _ a 4 0 0 0 0 0 0 0 0 0 0 0 4 Total 2 338 121 0 6 15 0 2 15 0 0 0 0 499 Percent 0.4% 67.7% 24.2% d_0% 1.2% 31.0 0 0% 0.4% 10% 0.0% 0.0% 00% 0.0% AM Peak. 11:00 11:00 00:00 06:00 08:00 11:00 09:00 11:00 Vol.. 1 22 10 1 3 i 4 31 PM Peak 14:00 17:00 15:00 13:00 13:00 1710 12:00 14:00 Vol. 1 33 20 2 2 1 2 46 Grand Total Percent 2 338 121 0 6 15 0 2 15 0 0 0 0 499 04% 67.7% 24.2% 0.0% 1.2% 30% 00% 0.4% 3.0% 00% 00% 0.0% 0.0% All Traffic Data Services, Inc 9660 W 44th Ave Wheat Ridge,CO 80033 Nowt a lrtrafficdata .net Page 2 4111.. Site Code: 3 Station ID: 3 WCR 24 WIO WCR 23 WB Start Cars & 2 Axle 2 Axle 3 Axle 4 Axle <5 A,xl 5 Axle >6 AxI <B Axl 6 Axle >6 AxI Time Bikes Trailers Long Buses 6 Tire Single Single Double Double Double Multi multi Mul1I Tonal 12101/16 0 1 0 0 0 0 0 a 0 a 0 0 0 1 01:00 0 1 0 0 0 0 0 a 0 0 0 0 0 1 02:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1 03:00 0 0 0 0 0 0 0 0 1 0 0 0 0 1 04:00 0 1 1 0 0 0 0 0 0 0 0 0 0 2 05:00 0 9 1 0 1 0 0 1 0 0 0 0 0 12 08:00 1 20 5 0 1 1 0 0 0 0 0 0 0 28 07:00 0 19 13 0 1 0 0 3 0 0 0 0 0 36 08:00 0 22 7 0 2 0 0 1 1 0 0 0 0 33 09:00 0 11 8 0 2 0 0 1 0 0 0 0 0 22 10:00 0 15 9 0 0 1 0 0 0 0 0 0 0 25 11:00 0 19 7 0 0 0 0 0 0 0 0 0 0 26 12 PM 0 12 8 0 0 2 0 0 0 0 0 0 0 22 13:00 0 20 9 1 4 0 0 0 0 0 0 0 0 34 14:00 0 15 6 0 1 0 0 1 1 0 0 a 0 24 15:00 0 25 4 0 0 2 0 1 0 0 0 0 0 32 16:00 0 26 15 0 2 0 0 0 0 0 0 0 0 43 17:00 0 20 9 0 1 0 0 0 0 0 0 0 0 30 18:00 0 14 3 0 1 0 0 0 0 0 0 0 0 18 19:00 0 7 1 0 0 1 0 0 0 0 0 0 0 0 20:00 0 5 1 0 0 0 0 0 0 0 0 0 0 6 21:00 0 3 0 0 0 0 0 0 0 0 0 0 0 3 22:00 0 5 1 0 0 1 0 0 0 0 0 0 0 7 23:00 0 1 1 0 0 0 o 0 a a a a 0 2 Total 1 272 100 '1 16 8 0 8 3 0 0 0 a 418 Perxeni1 0.2% 5.1i% 28,1% 0.2% 3.8% 1.9 0.0% 1,9% 0.7% 0.0% 0,0% 0,0% 0.0 . AM Peak 06:00 08:00 07.00 08:00 06:.06 07:00 03:00 ©7700 Vol _ 1 22 13 2 1 3 1 36 PM Peek 18:00 16:00 13:00 13:00 12:00 14:00 14:00 16:00 Vol 26 15 1 4 2 1 1 43 Grand Total Percent 272 109 1 16 6 0 6 3 0 0 0 0 418 0.2% 65.1% 261% 02% 38% 1 9% 0.0% 1.9% 0.7% 00% 00% 00% 00% Appendix B Crash Data Sustainable Traffic Solutions, Inc, Bennett Pit Traffic Impact Study Weld County, Colorado J&T Consulting, Inc. February 12, 2018 GREELEYIWELD CRIMINAL JUSTICE RECORDS COPY RELEASED TO:JOSEPH HENDERSON DATE:123016 BY:KD 12/30/16 09:19 GREELEY POLICE DEPARTMENT LAW Incident Table LOCATION SEARCH - SORT BY DATE: Incident 13F12836 13W16 737 13W1.8607 13W20754 I3W22311 13W33739 13W39395 13W42924 14W002868 14W009605 14W019142 14W020350 14W021868 6 8 14W021949 14W022648 14W022926 14W026148 14W029331 14W029369 14W029655 14W040971 14W040990 14WO45664 14PP04443 14W045786 14W046114 1501000935 15W010489 15W011547 15W026798 15W034743 15W042160 15W044251 15W044918 I6WD03398 16W004323 16W005159 16WO07293 16W008877 16W010506 16W010513 16FP02610 16W011080 16W011776 16F102619 16W013217 16W013547 16W014508 16W015333 16W015557 16W019224 16W020033 16W021490 When reported -�- 02:03:59 06:30:24 00:09:54 13:29:49 14:53:41 20:28:23 14:27:09 22:39:11 11:31:43 03:54:01 19:04:02 14:29:33 {y 18:40:36 13:22:33 12:27:28 08:26:43 18:24:57 02:53;40 12:47:23 14:34:04 11:28:44 13;25:49 18:$,4:56 18:54:56 19:14:17 22:45:13 23:36:08 05;38:16 ` 20 : 0y a 35 06:27:08 07:08:24 08.12:24 22:03:28 02:31:01 19:50:58 10:43:43 12:06:32 14:46:45 03:01:48 12:56:25 13:36:55 13:29:32 13:29:32 16:32:57 13;07:54 13:07:54 11:09:43 23:33:50 10:25:21 15:08:38 02:28:46 12:26:04 05:35:38 05/14/2013 05/17/2013 06/01/2013 06/19/2013 07/01/2013 10/05/2013 11/21/2013 12/21/2013 01/26/2014 03/23/2014 06/07/2014 06/17/2014 06/29/2014 06/30/2014 07/05/2014 07/07/2014 07/31/2014 08/24/2014 08/24/2014 08/26/2014 11/19/2014 11/19/2014 12/25/2014 12/25/2014 12/26/2014 Page: 1475 1 Incident nature I T CC T TRAFC T SUSA TAUF T T ZZ - ABAN DAL ZZ - TA ZZ -- TA FOP SUSF FUP ASSIST TRAFH TRAFH DAL ZZ - MISC FUP TAI TAUP 12 /29 /201 NTH. 01/08/2015 'Pt 03/20/2015 T 03/27/2015 T 07/23/2015 TA 09/18/2015 ZZ - ANMLL 11/12/2015 T 11/29/2015 TA 12/05/2015 ZZ -- TOWED 01/27/2016 ASSIST 02/04/2016 ASSIST 02/11/2016 T 02/27/2016 T 03/11/2016 FUP 03/23/2016 TRAFH 03/23/2016 TRAFH 03/28/2016 DISTI 03/28/2016 ZZ - MISC 04/02/2016 SHOT 04/13/2016 INJDOG 04/13/2016 ZZ - ANMLM 04/16/2016 TRAFH 04/23/2016 LDPRTY 04/30/2016 TRAFH 05/02/2016 TRAFH 05/31/2016 ASSIST 06/06/2016 T RAF C 06/17/2016 T VCR 23 NCR 23 WCR 23 WCR 23 WCR 23 WCR, 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR. 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR. 22 WCR 23 WCR. 23 WCR 23 WCR. 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR. 23 WCR 23 WCR 23 WCR 23 WCR. 23 WCR 23 WCR. 23 WCR 23 WCR 23 WCR 23 WCR 23 WCR. 23 WCR. 23 WCR 23 WCR. 23 WCR. 23 WCR 23 COPY USE OF THIS INFORMATION IS REGULATED BY LAW DO NOT DISSEMINATE WCR 24 WCR 24 WCR 24 WCR 24 WCR 24 WCR 24 WCR 24; WEST OF WCR 24 WCR 24 WCR. 24 WCR 24 WCR. 24 WCR. 24 WCR 24 WCR 24 WCR. 24 WCR. 24 WCR 24 WCR 24 WCR. 24 VCR 24; JUST WEST WCR 24 WCR 24 ;NB WCR 24 ;NB WCR 24 WCR 24 WCR. 24;WEST OF WCR 24; 1/2 M WEST WCR. 24 WCR 24 WCR (( 24; JUST BEFORE 23 WCR 24 WCR 24; V Yr; WCR 24 @iiVi WCR. 24 WCR 24 WCR 24 WCR 24 WCR 24 WCR. 24 WCR 24 ,; W OF WCR 2 3 WCR 24 WCR 24 WCR. 24 WCR. 24; ON 24 1 MIL E W WCR 24; GPS PER 201 ME WCR. 24; CPS PER 201 ME WCR 24 WCR. 24;BTWN WCR 19/23 NCR 24; J WE S T OF WCR WCR. 24 t JW WCR 24; A MILE SOUTH WCR 24; ER WCR 24 12/30/16 09:19 GREELEY POLICE DEPARTMENT LAW Incident Table LOCATION SEARCH - SORT BY DATE: Incident When 16W022331 16W022883 16W025582 16W026490 16W030621 16W031748 16W032243 16W042853 16W043633 reported Incident nature SeSeS a s S - r r 09:35:34 06/23/2016 T 06:13:53 06/27/2016 T 22:39:11 07/16/2016 T 20:47:20 07/23/2016 StSV 10:59:57 08/23/2016 TRAFH 20:16:57 08/31/2016 T 14:44:20 09/04/2016 TRAFH 13:51:32 11/29/2016 CONAN 11:35:06 12/05/2016 MEET 1475 Page: 2 I WCR 23 @ WCR 24 WCR 23 @ WCR 24 WOIL. 23 @ WCR 24; NORTH WCR 23 @ WOR 24 WCR 23 @ WCR 24 WCR 23 @ WCR 24 WCR 23 @ WCR 24; BTW 23 AND 19 WCR 23 @ WCR 24; S 1/4 M AND EA WCR 23 @ WOR 24 COPY USE OF THIS INFORMATION IS REGULATED BY LAW DO NOT DISSEMINATE Appendix C VISTRO Analysis Results Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study Sustainable Traffic Solutions Weld County, Colorado February 12, 2018 Generated with Version 5.00-05 PTV VISTRO r _ Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 1: 1 Existing AM Bennett Pit Traffic Impact Study Weld County% Co Intersection Level Of Service Report Intersection 1: WM 23 / WCR 24 Delay (sec / veh) : Level Of Service: Volume to Capacity (vie): 9.4 A 0.001 Name ( WCR 23 WCR 24 VVCR 23 Approach Northbound Southbound Eastbound Lane Configuration s - - r Left Thru Thru Right Left Right Turning Movement Lane Width [ft] 12.00 12,00 12,00 12.00 12.00 12.00 No. of Lanes in Pocket 0 0 0 1 0 0 0 Pocket Length [ft] 30.00 30 00 Speed [mph] 30.00 0.00 0.00 0.00 Grade [%] Yes Yes I Yes Crosswalk Volumes WCR 23 WOR 23 WCR 24 Name Base Volume Input [vehih] 35 10 10 3 1 30 1.0000 1.0000 1.0000 1 .0000 1.0000 1,0000 Base Volume Adjustment Factor Heavy Vehicles Percentage [°o] 24.00 24.00 23.00 23.00 22.00 22.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 '1.00 In -Process Volume [v'eh/h] 0 0 0 0 1 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/h] Pass -by Trips [veh/h] 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 0 0 0 0 0 Other Volume (veh/hl 0 0 0 0 0 0 Total Hourly Volume [vehTh] 35 10 1 30 10 3 0.8900 0.8900 0.8000 0.8000 0.5300 0 L300 Peak Hour Factor 1.0000 0 1.0000 8 Other Adjustment Factor 1.0000 i 1.0000 1.0000 1.0000 5 1 11 3 Total 15 -Minute Volume [vehlh] Total Analysis Volume [ueh/h]4 19 6 1 34 13 0 Pedestrian Volume [pedThl 0 0 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.00,US Intersection Settings PTV V1STRO Scenario 1: 1 Existing AM Bennett Pit Traffic Impact Study Weld County, CO Priority Scheme Free Stop Free Flared Lam No Storage Area {Neh] Two -Stage Gap Acceptance No Number of Storage Spaces in Median Movement, Approach, & intersection Results WC, Movement WC Ratio 0.02 d_M, Delay for Movement [siveh] 748 Movement LOS A A A 95th -Percentile Queue Length [veh/ln] 95th -Percentile Queue Length [ft/Inj 0.07 1.81 0.07 0.00 0.03 A 9.40 8.67 0.00 0.00 A A 0:10 0.10 121 0.00 0.00 2.39 2.39 d_A, Approach Delay [slveh] Approach LOS _I, Intersection Delay [s/veh] 5.82 0.00 Intersection LOS A A 8..97 A 8.70 A 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.00-05 PTV I _ VISTRO Scenario 1: 1 1 Existing PM Bennett Pit Traffic Impact Study Weld Count, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1: WCR 23 / WCR 24 Delay (sec / veh): Level Of Service: Volume to Capacity Nib): 9.5 A 0,008 WCR 23 1 ICR 24 Name WCR 23 Approach Northbound Southbound Eastbound Lane Configuration Turning Movement Left Thru Thru Right Left Right 12.00 12.00 12.00 12.00 Lane Width [ft] 12.00 I 12.00 No. of Lanes in Pocket 0 0 0 0 0 0 Pocket Length [ft] Speed [m phl 30.00 30.00 30.00 Grade Ni] - 0.00 0.00 0.00 Yes Yes Crosswalk Yes Volumes WCR 23 WCR 23 WCR 24 Name Base Volume Input [yeti/hi 34 24 6 6 7 41 Base Volume Adjustment Factor 1.0000 I 1.0000► 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [%] 22.00 22.00 24.00 24.00 23.00 23.00 Growth Rate 1.00 1.00 1.00 1.00 1.00 1.00 0 0 0 0 0 In -Process Volume [veh/h] 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 t 0 0 Diverted Trips [vehIhi 0 0 0 Pass -by Trips [vehlh] 0 0 0 Existing Site Adjustment Volume veh/h [ ] 0 0 0 0 0 0 0 0 0 0 0 Other Volume [yeti/hi 0 Total Hourly Volume [vehlh] 34 24 6 6 7 41 0.6400 0.6400 0.6000 0.6000 0.9100 0.0100 Peak Hour Factor 1.0000 1,0000 1.0000 1.0000 Other Adjustment Factor 1.0000 1.0000 13 9 3 3 _ 2 11 Total 15 -Minute Volume [vehfh] 38 10 10 8 45 Total Analysis Volume [veh/h] 53 Pedestrian Volume [ped/h] 0 0 0 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.00 -MG intersection Settings PTV Scenario 1: 1 1 Existing PM Bennett Pit Traffic Impact Study Weld evunty, CC) Priority Scheme Free Stop No Free Flared Lane Storage Area [veh] Two -Stage Gap Acceptance a Inc Number of Storage Spaces in Median Movement, Approach, & Intersection Results VC, Movement Vie Ratio 0,02 0.01 0.04 d_M, Delay for Movement [slvehj 7. 8 0.53 8.74 A A A A A A Movement LOS I 95th -Percentile Queue Length [vehlinj I 0.07' 0.07 0.00 0.00 0.15 0.15 95th -Percentile Queue Length [ftfln] 1, 0.00 0.00 3.85 3.85 1.7 d_& Approach Delay [sfveh] 4.36 0.00 8.85 Approach LOS A A A i_I, Intersection Delay [s/vehl 5.76 Intersection LOS A I 2/10/2O15 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5..00-05 PTV Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 2: 2 2 2023 Back AM Bennett Pit Traffic Impact Study Weld Coun , CO Intersection Level Of Service Report Intersection 1: MR 231MR 24 Delay (sec / veh): Level Of Service: Volume to Capacity (v/c): 9.9 A 0 004 WCR 23 WCR 23 WCR24 Name Southbound Eastbound Northbound Approach Lane Configuration Left Thru Thru Right Left Right Turning Movement 12.00 12,00 12.00 Lane VSAdth (ft] 12.00 12.00 12.00 No. of Lanes in Pocket 1 0 0 0 0 0 600.00 Pocket Length [ft] 30.00 30.00 30.00 Speed [mph] Grade F/44 0.00 0.00 0.00 Crosswalk Yes Yes Yes Volumes W0R 23 VCR 23 WCR 24 Name I 35 10 10 3 1 30 Base Volume Input [vehth] 1.0000 1.0000 1 0000 1.0000 Base Volume Adjustment Factor 1.0000 1.0000 22.00 22.00 24.00 24.00 23.00 23.00 Heavy Vehicles Percentage [%] 2.65 2.68 1.46 1.46 1.70 1.70 Growth Rate 0i 0 In -Process Volume [vehth] 0 0 0 0 Site -Generated Trips [aehthj 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehih] 0 0 0 0 0 0 Pass -by Trips [veh/h] Existing Site Adjustment Volume lvehth] 0 0 0 0 0 0 _ 0 0 0 0 Other Volume [vehih] 0 0 Total Hourly Volume [veh/h] 17 5 3 60 51 15 I 0.5300 0.5300 0.6900 0.0000 Peak Hour Factor 0.5000 0.8000 1.0000 1.00€O Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 16 5 8 2 1 22 Total 15 -Minute Volume [vehtih] 64 19 32 9 3 90 Total Analysis Volume [vehth] 0 0 0 Pedestrian Volume (ped/h] 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc, Generated with Version 5,00-05 Intersection Settings Priority Scheme Flared Lane Storage Area [veil Scenario 2: 2 2 2023 Back AM Bennett Pit Traffic Impact Study Weld County, CO Free Free Stop Two -Stage Gap Acceptance Number of Storage Spaces in Median Movements Approach, & Intersection Results No No 2(10/201B Joseph L, Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version. 5.00-05 PTV Scenario 2: 2 2 2 2023 Back PM Bennett Pit Traffic Impact Study Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1:WCR 231 WCR 24 Delay (sec / veh) : Level Of Service: Volume to Capacity (v/c) 10.3 E 0.025 Name WCR 23 WCR 23 WCR 24 Northbound Southbound Eastbound Approach Lane Configuration 11 'IT' Turning Movement Left Thru Thru Right Left Right Lane Width [ft] 12.00 12.00 12,00 12.00 12.00 12.00 1 0 0 No. of Lanes in Pocket 0 0 0 Pocket Length [ft] 600.00 30.00 30,00 30.00 Speed [mph] Grade [Q%] 0.00 0,00 0.00 Yes Crosswalk Yes Yes Volumes Name ;NCR 23 WCR 24 WCR 23 0 6 7 41 Base Volume Input Neh/h] 34 24 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [to] 22.00 22.00 24.00 24.00 23.00 23.00 Growth Rate 1.46 1.46 1.70 1.70 2,68 2.68 0 0 - 0 0 0 0 In -Process Volume [veh/h] Site -Generated Trips [whirl] 0 0 j 0 0 0 0 Diverted Trips [veh/h] 0 0 0 0 0 0 Pass -by Trips [vehih] 0 0 0 0 0 0 0 0 0 0 0 0' Existing Site Adjustment Volume [veh/h] 0 0 Other Volume [vehth] 0 0 0 0 Total Hourly Volume [vehfh] 50 35 10 10 19 110 0.6400 0.6400 0.6000 0.6000 0.9100 0.9100 Peak Hour Factor Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 Total 10 -Minute Volume [veh/h] 20 14 4 4 5 30 Total Analysis Volume [veh/h] 17 17 21 121 78 55 Pedestrian Volume [ped/h] 0 0 0 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.00-05 Intersection Settings ply VISTRO Scenario 2: 2 2 2 2023 Back PM Bennett Pit Traffic Impact Study Weld County, CC) - Priority Scheme Stop Free Free Flared Lane No Storage Area Even] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results VIC, Movement V C Ratio 0.03 0.02 0.11 d M, Delay for Movement [s/veh] 7.53 A 10.27 9.15 A A A B A Movement LOS 95th -Percentile Queue Length [uehlln] 0.11 0.10 0.00 0.00 - 0.46 0.46 95th -Percentile Queue Length [ft/In] 2.6$ 0.00 0,00 0.00 11.59 11.59 d A, Approach Delay [slveh] 443 0.00 9,32 Approach LOS A A A d_I, Intersection Delay [s/veh] 6.74 Intersection LOS B 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5,00-05 PTV Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 3: 3 3 2023 Total AM Bennett Pit Traffic Impact Study Weld County, CO Intersection Level Of Service Report intersection 1:1 CR 231 WC R 24 Delay (sec / veh): Level Of Service: Volume to Capacity (vlc): 11.0 8 0.002 WCR 23 WC B 24 Site Access VVCR 23 Name Northbound Southbound Eastbound Westbound Approach Lane Configuration i Turning Movement Left 12.00 Thru 12.00 Right 12.00 Left 12.00 Thru 12,00 Right 12.00 Left Thru Right Left Thru Right 12.00 12.00 12.00 12.00 12.00 12,00 Lane Width [ft] 1 0 0 0 0 0 0 0 No. of Lanes in Pocket Pocket Length [ft] 600.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade rip] - 0.00 0.00 0.00 0.00 Crosswalk Yes Yes Yes Yes Volumes WCR 23 VVCR 23 WCR 24 Site Access Name Base Volume Input [vehlh] 35 10 0 0 10 3 1 0 30 0 0 0 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0.000 1.0000 1.0000 11.0000 1.0000 1,0000 Base Volume Adjustment Factor 22.00 22.00 61,00 61.00 24.00 24.00 23.00 61.00 23.00 61.00 01.00 61,00 Heavy Vehicles Percentage [%] 1.70 1.00 1.70 2.65 1.00 2.68 1.00 1.00 I 1.00 Growth Rate 1.46 1.46 1.00 0 0 0 0 0 In -Process Volume [veh/h] 0 0 1 0 0 0 0 0 0 0 0 Site -Generated Trips [yeti/hi] 0 0 0 0 0 0 0 0 0 Diverted Trips [vehih] 0 0 0 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [uehth] 0 0 0 0 0 0 0 0 0 0 0 0 Other Volume [vehIh] 0 0 1 0 0 0 0 1 0 1 1 0 Total Hourly Volume [veh1h] 15 1 0 17 5 3 1 80 1 1 0 51 Peak Hour Factor 0.0000 1.0000 1.0000 0.5300 0.5300 0.8900 1,0000 0.8900 1.0000 1.0000 1.0000 0.8000 1.0000 1.0000 1.0000 1.0000 0 1.0000 1.0000 2 1.0000 1 1.0000 1.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 0 0 _ 0 8 Total 15 -Minute Volume [veh/h] 16 5 0 0 22 Total Analysis Volume [vehth] 64 19 1 0 32 9 3 1 90 1 1 0 Pedestrian Volume [pedfh] 0 I 0 0 0 2/10/2018 Joseph L, Henderson, PE, PTOE Sustainable Traffic Solutions, inc. Generated with Version ..00-05 Intersection Settings PTV Scenario 3: 3 3 2023 Total AM Bennett Pit Traffic Impact Study Weld County, CO Priority Scheme Free Stop Stop Free Flared Lane No No Storage Area [veil] = _ Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/D, Movement VJC Ratio 0.03 0.00 0.00 0.00 0.08 0.00 0.00 0.00 d_M, Delay for Movement [sfveh] 7.53 A 7.79 10.05 11.0 x.04 11.02 10.71 8,95 Movement LOS A A A A A B B A B a A 95th -Percentile Queue Length [vehfln] 0.11 0.00 0.00 X0.0O 0.00 0.{10 0 6 0 8 0.2 0.01 0.01 0.01 95th -Percentile Queue Length [ft/In] 2.69 0.00 0.00 I0.00 0.00 7. 0 7.00 7.00 0.V 0.24 0.24 0.00 9.00 10.86 d_A, Approach Delay (s/veh] 5.73 Approach LDS A A B d_I, Intersection Delay [s/veh] 1 6.64 Intersection LOS I B 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions. Inc. Generated with Version x_00-05 pTV Scenario 3: 3 3 3 2023 Total PM Bennett Pit Traffic Impact Study Weld County.. CO Control Type: Analysis Method: Analysis Period: Intersection Setup Approach Lane Configuration Turning Movement Lane dth [ft] Pocket Length [ft] Intersection Level Of Service Report Intersection 1: WCR 231 WCR 24 Two-way stop HCM 6th Edition 1 hour WCR 23 Northbound Thru Right 12.00 12.00 12.00 600.00 Southbound Delay (sec / veh) : Level Of Service: Volume to Capacity (v/cM: Right 12.00 12.00 i 12.00 C R 24 Eastbound Right 11.5 F 0.002 Site Access Westbound 12.00 12.00 12.00 12.00 12.00 Right 12.00 0 Speed [mph] 30.00 30.00 30.00 30.00 Grade [%] 0.00 Crosswalk Yes 0.00 0.00 0.00 Yes Yes Yes Volumes Name VVCR 23 WC R 24 Site Access WCR 23 Base Volume Input [vehrh] I 34 24 0 0 6 6 7 0 I 41 0 0 0 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1 0000 1.0000 1.0000 1.0000 1.0000 Base Volume Adjustment Factor Heavy Vehicles Percentage [%] 22.00 22.00 61.00 61.00 I 24.00 24.00 23.00 61,00 23.00 61.00 61,00 81.00 Growth Rate 1.46 1.00 I 1,00 1.70 1.70 2.00 1.00 2 68 1.00 1.00 1.00 1.46 I In -Process Volume [vehlhl 0 0 0 0 0 0 0 0 0 0 0 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [veh/hl 0 0 0 ! 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 Pass -by Trips [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/h] 1 I 1 0 0 0 1 1 0 110 0 0 1 0 0 10 Other Volume [v'eh/h] 1 1 0 19 I 0 1 50 35 Total Hourly Volume [veh/h] 10 0.6400 1,0000 0.6400 1.0000 1,0000 0.6000 1.0000 0.6000 1.0000 0.9100 1.0000 1,0000 0.0100 1.0000 1.0000 11,0000 Peak Hour Factor 1.0000 1.0000 1.0000 1.0000 11.0000 10000 1.0000 Other Adjustment Factor 1.0000 4 Total 15 -Minute Volume [veh/h] 20 14 10 0 4 5 0 30 0 0 0 1 1 0 78 55 1 1 0 17 17 21 1 121 Total Analysis Volume [vehth] 0 0 0 0 1 Pedestrian Volume [ped/h] 2110/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.00-)5 Intersection Settings PTV VISTRO Scenario 3: 3 3 3 2023 Total PM Bennett Pit Traffic Impact Study Weld Coon, CC) Priority Scheme Stop Stop Free Free Flared Lane No No Storage Area [veh] h!o ( o Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement WC Ratio 0.03 0.00 I D.03 0.00 0.11 0.00 0.00 0.00 d_M, Delay for Movement [s/veh] 7.53 7,84 110.39 11.37 9.17 11.60 10.83 9,05 A A A A A 0.00 A 0.00 I B 0.47 B 0.47 A 0.47 B 0.01 B 0.01 A 0.01 Movement LOS 95th -Percentile Queue Length [veh/ln] 0.11 0.00 I 0.00 0.00 95th -Percentile Queue Length [ftfin] 2,83 0,00 0,00 0.00 0.00 11.51 11.1 11.51 0. I 0,28 0.26 0.00 d A, Approach Delay [s/veh] 4.05 0.00 9.37 11.17 Approach LOS A A A a d_I, Intersection Delay [siveh] 6.79 Intersection LOS B 2/10/201 B Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.30 -OS Pry Scenario 4: 4 2035 Back AM Bennett Pit Traffic Impact Study Weld County., CO Control Type: Analysis Method: Analysis Period: Intersection Setup No of Lanes in Pocket Approach Lane Configuration Turning Movement Lane Width [ft] Pocket Length [ft] Two-way Stop HCM 6th Edition 1 hour Left 12,00 1 600.00 Intersection Level Of Service Report Intersection 1: WCR 231 WCR 24 Delay (sec / veh) : Level Of Service: Volume to Capacity (vlc): 14.1 0.022 WCR 23 Northbound WCR 23 WCR 24 Southbound Eastbound T Thru Right Left j Right 12.00 0 Speed [mph] 30,00 30,00 30.00 Grade (%a] Crosswalk Volumes 0.00 0.00 Yes 0.00 Yes WCR 24 WCR 23 1R 23 Name 35 10 10 3 1 30 Base Volume Input [vehlh] 1.0000 1.0000 1,0000 1.0000 1,0000 1.0000 Base Volume Adjustment Factor Heavy Vehicles Percentage Ws] 22 00 22.00 24.00 I 24.00 23.00 23.00 Growth Rate 2.79 2 79 4.20 4.20 14.49 14.49 0 - 0 0 0 0 In, -Process Volume [veh/h] 0 Site -Generated Trips [veh/h] 0 0 0 0 0 0 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 0 Pass -by Trips [vehih] 0 I 0 0 - 0 0 0 0 Existing Site Adjustment Volume [vehlh] 0 - 0 0 0 0 96 Other Volume [veh/h3 0 14 435 13 28 42 Total Hourly Volume [veh/h] 0.8000 0.8000 0.5300 0,5300 I 0.8900 0.8900 Peak Hour Factor Other Adjustment Factor 1.0000 1.0000 1.0000 1.0000 I 1.0000 1.0000 Total 18 -Minute Volume [vehfh] 31 9 20 0 4 122 Total Analysis Volume [veh/h] 123 79 25 16 489 35 i 0 0 Pedestrian Volume [ped/h] 0 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 6.00-05 Intersection Settings PTV ViSTRO, Scenario 4: 4 2035 Back AM Bennett Pit Traffic Impact Study Weld County, CO Priority Scheme Free Stop Free Flared Lane No Storage Area [veh] Nc Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results ViC, Movement VC Ratio 0.07 0.02 0.45 d_M, Delay for i Movement [sfveh] 7 ,70 14.14 12.14 Movement LOS A A A A B B 95th -Percentile Queue Length [veh/ln) 0.22 0.00 0.00 0.00 2.67 2.67 95th -Percentile Queue Length [fifin] 0.00 0.00 0.00 6638 66.78 5 S1 5.99 0.00 12.20 d_A, Approach Delay [slveh] Approach LOS A A B d_I, Intersection Delay [slveh] 9 89 Intersection LOS B 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5510-05 PTV Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Scenario 4: 4 4 2035 Back PM Bennett Pit Traffic Impact Study Weld County. CO Intersection Level Of Service Report Intersection 1: WCR 23 / WCR 24 Delay (sec l veh): Level Of Service: Volume to Capacity (v/c) 24.1 C 0.165 WCR 23 Name 1NCR 23 VCR 24 Northbound Southbound Eastbound Approach Lane Configuration -r Turning Movement Left Thru Thru Right Left Right Lane Wdth [ft] 12,00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 1 0 0 0 0 0 Pocket Length [ft] 600.00 Speed [mph] I 30.00 30,00 30.00 0.00 0.00 0.00 Grade [VD] Yes Yes Yes Crosswalk Volumes MR 23 WCR 23 WCR 24 Name Base Volume input [vehih] 34 24 6 6 7 41 Base Volume Adjustment Factor 1.0000 1,0000 1.0000 1.0000 1.0000 1.0000 Heavy Vehicles Percentage [3%] 22.00 24.00 24.00 23,00 23.00 22.00 Growth Rate 2.70 2.79 4.20 4.20 14.49 14.40 0 I 0 0 0 0 0 In -Process Volume [veh/h] Site -Generated Trips [vehih] 0 0 0 0 0 0 Diverted Trips (veh/h] 0 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h] 0 0 0 Existing Site Adjustment Volume [veh/h] 0 0 0 0 0 0 Other Volume [veh/h] 0 0 0 0 0 0 Total Hourly Volume [veht] 95 67 25 25 101 594 Peak Hour Factor 0.0400 0,6400 0.6000 0.6000 0.9100 0.0100 Other Adjustment Factor 1.000D 1.0000 1.0000 1.0000 1.{000 1.0000 Total 15 -Minute Volume [veh/h] 37 26 10 10 25 163 148 105 42 42 111 653 Total Analysis Volume [veh/h] Pedestrian Volume [ped/h] 0 0 0 211012016 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.00-05 PTV VISTRO Intersection Settings Scenario 4: 4 4 2035 Back PM Bennett Pit Traffic Impact Study Weld County,. CO Priority Scheme Stop Free Free Flared Lane No Storage Area [veh] Nc Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results VIC, Movement VIC Ratio 0.07 0.17 0.61 diM, Delay for Movement [siveh] 7.68 24,08 21.87 A A A C C Movement LOS A 95th -Percentile Queue Length [vshflnj 0.21 _ 0.00 0.00 0.00 9.35 9. 35 95th -Percentile Queue Length [ +'In] 5.31 0.00 0.00 233,73 233.73 0.00 CAI Approach Delay [stveh] 4.50 0.00 22.19 Approach LOS A A C d I, Intersection Delay [slveh] 17.81 Intersection LOS C 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.00-05 r v VISTRO Scenario 5: 5 2035 Total AM Bennett Pit Traffic Impact Study Weld COurlty, CO Control Type: Analysis Method: Analysis Period: Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1: WCR 231 WCR 24 Delay (sec / veh): Level Of Service: Volume to Capacity (vie): 22.2 C 0.005 r ntersectron aerup Name WC R 23 WCR 23 WCR. 24 Site Access Approach Northbound Southbound Eastbound Westbound Lane Configuration i ste Turning Movement Left Thru Right Left Thru Right Left t Thru Right Left Thrill.) Right Lane �+"�'idth [ft] 12.00 12.00 12.00 12.00 12,00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 hlc�. oaf Lanes inn Pocket 1 0 0 0 0 0 0 0 Pocket Length [ft] 600.00 Speed [mph] 30.00 30.00 30.00 30.00 Grade [140] 0.00 0,00 ' 0.00 0.00 Crosswalk Yes Yes Yes 1 Yes Volumes WCR 23 WeR 23 iNCR 24 Site Access Name I 0 0 0 35 10 0 0 10 3 1 0 30 Base Volume Input [veh/h] 1.0000 1.0000 I 1.0000 1,0000 1.0000 . 1.0000 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 I 1.0000 1.0000 1.0000 101.00 81.00 61.00 Heavy Vehicles Percentage rip] 22.00 22.00 61.00 61,00 24 00 24.00 28.00 61.00 23.00 1.00 4.20 4.20 14.49 1.00 14.49 LOO 1.00 1.00 2.79 2.79 1.00 Growth Rate 0 0 0 0 a 0 0 0 0 In -Process Volume [vehfh] 0 t 0 0 0 0 0 0 0 0 0 0 I 0 0 0 Site -Generated Trips [vehf h] 0 i 0 0 0 0 0 0 0 0 Diverted Trips [vehlh] 0 0 0 0 I 0 0 0 0 0 0 0 0 Pass -by Trips [veh/h) 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [veh/hi Other Volume [vehth] 0 0 1 0 0 0 a 1 1 0 1 1 0 Total Hourly Volume [veh/h] 98 28 1 0 42 13 14 1 435 1 1 0 - 0.6000 0.8000 1.0000 1,0000 0.5300 0.5300 0.8900 1.0000 0.8900 1.0000 1.0000 1.0000 Peak Hour Factor Other Adjustment Factor -- 1.0000 1.0000 ✓1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1.0000 1,0000 1.0000 31 9 0 0 20 6 4 0 122 0 0 0 Total 15 -Minute Volume [veh/hi 1 1 0 16 1 489 Total Analysis Volume [veh/hi 123 35 1 0 79 25 0 0 0 0 Pedestrian Volume [ped/hi 2/1012018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5,00-05 Intersection Settings PTV VISTRO Priority Scheme Flared Lane Scenario 5: 5 2036 Total AM Free Storage Area [veil] Two -Stage Gap Acceptance Number of Storage Spaces in Median Movement, Approach, & Intersection Results V/C, Movement VAC Ratio d_M, Delay for Movement [slveh] 0.07 Bennett Pit Traffic Impact Study Weld County, CO Free Stop Stop No No 7.70 Movement LOS A A A 95th -Percentile Queue Length [vehlln] 0.22 0.00 0.00 0.00 7.82 A A A 0.02 14.42 0.00 0.45 0.00 0.00 0.00 15.54 C 12.19 B 22.24 12.23 9.08 C 8 A 0.00 0.00 0.00 2.70 95th -Percentile Queue Length [ftlln] 5.51 0.00 0.00 0.00 0.00 0.00 £7.53 2.7'0 2.70 0.02 0.02 0.02 57 :53 67.53 tA, Approach Delay [s/vela] Approach LOS I_I, Intersection Delay [slveh] 5.94 A 0.00 A 12.27 0.51 I 0.51 0,51 17.23 B D Intersection LOS 9.95 D 2/10/2018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5.00-0►5 PTV Scenario 5: 5 5 2035 Total PM Bennett Pit Traffic Impact Study Weld County, CO Control Type: Analysis Method: Analysis Period: Intersection Setup Two-way stop HCM 6th Edition 1 hour Intersection Level Of Service Report Intersection 1; WCR 231 WCR 24 Delay (sec 1 veh): Level Of Service: Volume to Capacity (vie): 3344 C 0.008 Name VVCR 23 WAR 23 WCR 24 Site Access Approach Northbound Southbound Eastbound Westbound Lane Configuration 1 F Left Thru Right Left Thru i Right Left Thru Right Left Thru Right Turning Movement Lane Writh [ft] 12.00 12.00 12.00 12.00 12,00 12,00 12.00 12.00 12.00 12.00 12.00 12.00 No. of Lanes in Pocket 1 0 0 Q 0 0 0 0 600.00 Pocket Length [ft] Speed [mph] 30 00 30.00 30.00 30.00 0.00 0.00 Yes 0.00 0.00 Grade ['] Yes Yes Crosswalk Yes Volumes WCR 23 WOR 23 WCR 24 Site Access Name 7 0 41 0 0 0 Base Volume Input [vehih] 34 24 0 0 6 6 1.0000 1.0000 1.0000 ! 1.0000 I. 1.0000 1.0000 1.0000 1.0000 1.0000 Base Volume Adjustment Factor 1.0000 1.0000 1.0000 22.00 22.00 61.00 61,00 24.00 24.00 23.00 61.00 23.00 ! 61.00 61.00 61.00 Heavy Vehicles Percentage [°%a] 2,79 2.79 1.00 1.00 4,20 4.20 14.49 1.00 14,49 1.00 1.00 1.00 I Growth Rate In -Process Volume [vehlh] 0 0 0 0 0 0 0 0 0 0 0 0 site -Generated Trips [vehlh] 0 0 0 0 0 0 1 0 0 0 0 0 0 Diverted Trips f vehlh] 0 0 0 0 0 r 0 0 0 0 0 I 0 0 I Pass -by Trips [veh/h] 0 I 0 0 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Existing Site Adjustment Volume [vehlh] Other Volume [vehlh] 0 0 1 0 0 0 25 0 25 0 1 0 1 1 ' 0 95 67 1 101 1 594 1 1 0 Total Hourly Volume [vehh] 0.6400 0.6400 1.0000 11,0000 0.6000 0.6000 0,9100 1.0000 0.9100 1.0000 1.0000 1.0000 Peak Hour Factor tom) 1.0000 11.0000 1.0000 1.0000 1.0000 Other Adjustment Factor 1,0000 1.0000 1.0000 I 1.0000 1,0000 11.0000 37 I 26 0 0 10 10 28 0 163 0 0 0 Total 15 -Minute Volume [vehlh] 0 42 42 111 1 553 1 1 0 Total Analysis Volume [vehlh] 146 105 1 Pedestrian Volume [pedlhl 0 0 0 0 2/1012018 Joseph L Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Generated with Version 5,00-05 PTV Intersection Settings VISTRO Scenario 5: 5 5 2035 Total PM Bennett Pit Traffic Impact Study Weld Countyt CO Free Stop Priority Scheme Free Stop No Flared Lane tie No Storage Area [veh] Two -Stage Gap Acceptance Number of Storage Spaces in Median No Movement, Approach, & Intersection Results V/C, Movement V/C Ratio 0.07 d__M Delay for Movement [s/veh] Movement LOS 7.60 A A 95th -Percentile Queue Length [veh/ln] 0.21 0.00 0.00 95th -Percentile Queue Length [ft/In] 5.31 0.00 LA, Approach Delay [s/veh] 4.48 7.93 A A 0.00 0.00 0.17 0.00 0,61 0.01 0.00 0,00 25.18 26.32 22,71 33.44 A A 0 C 0.00 o.00 o.00 1 0.00 0.00 0.00 9.79 244.69 9.79 C 91'79 d 0.03 244,69 244.69 075 12.59 0.03 0.75 9,40 A 0.03 0.76 0.00 Approach LOS A 23.08 23.01 J, Intersection Delay [sfveh] Intersection LOS A C D 18.48 D 2/1012018 Joseph L. Henderson, PE, PTOE Sustainable Traffic Solutions, Inc. Appendix D Traffic Signal Warrant Study Results Sustainable Traffic Solutions, Inc. Bennett Pit Traffic Impact Study Sustainable Traffic Solutions Weld County►, Colorado February 12, 2018 Traffic Signal Warrant Analysis Project Name Project/File # Scenario Bennett Pit 115 J&T Consulting, Inc. Year 2035 Total - AM Peak Intersection Information Major Street Name WCR 23 North/South or East/West NHS Speed Limit I 45 mph or greater # of Approach Lanes 1 of Right Turn Traffic to Include 100 Minor Street Name WCR 24 # of Approach Lanes 1 of Right Turn Traffic to Include 100% Isolated Community < 10,000 pop Yes What Additional Warrants to Consider? Warrant 32 Peak Hour (A - Vol, and Delay) I Yes Warrant 4, Pedestrian Volume No Warrant 5, School Crossing No Warrant 6, Coordinated Signal System No "arrant 7, Crash Experience No Warrant 8, Roadway Network No Warrant 9, Intersection Grade Crossing Near a No All -Way Stop Warrant No Sustainable Traffic Solutions, Inc. 0:1:) Traffic Signal Warrant Analysis WCR 23 (Major Street) Volume I RrthUlf un• V'lum' 'y H•ur Time Left Turns Through i Right Turns ' Peds Bikes 12-1AM 1- 2 AM i 2-3AM - 3-4AM 4 -SAM -.. 5-6AM 6-7AM 98 28 5 7-8AM 8-9AM 9 -10 AM 10-11AM f = 11-12 PM 12 -1 PM 1-2PM 2-3 PM 3-4 PM 4-S PM 5 - 6 PM 6-7 PM 7-S PM 8-9 PM 9-10PM 10-11PM 11-12 AM Total Vehicles (unadjusted) 131 0 Southbound Volume by Hour Left Turns Throu = h Right Turns Pedsf Sikes Time 12-1AM 1-2AN1 � . 2-3AM I 3-4AM 4-5 AM 5-6AM 6-7AN1 1 13 7 -SAM 42 8-9AM : 9-10 AM 10-11AM 11-12 PM 12-1PM 1-2PM 2-3 PM 3-4PM 4-5PM 5-6PM i . 6-7PM 7-S PM S-9 PM i 9-10PM - 1O-11PM 11. - 12 AM, 0 Total Vehicles (unadjusted] 56 WCR 24 (Minor Street) Volume Eastbound Volume by Hour a Pads/Bikes Left Turns H Through Right Turns Tire+ 1.2-1 AM 1-2AM - 2-3AM 3-4AM 4 -SAM 5-6AM 6-7AM 7 -SAM 14 5 7 8-9AM - 9-10AM 1-2PM 1 2-3PM 3-4PM 4-5PM 5-6 PM 6 - 7 PM 7-8PM S-9PM 9--10PM 10-11PM 11-12 AM Total Vehicles (unadjusted) 19 , 0 Westbound Volume by Hour p Left Turns Through Peds/Bikes Time 2-3AM 3-4AM 4 -SAM 5-6AM 6-7AM 7-8AM 5 - 5 1 $-9AM — l - I 9 -10 AM 10-11 AM 11-12 PM I 12-1PM 1-2PM 2 - 3 PM 3-4 PM 4-5 PM 5-6 PM 16-7PM I 7-BPM I 8-9PM 9-10PM 10 -11 PM 11-12 AM Total Vehicles (unadjusted) 11 0 I Sustainable Traffic Solutions, Inc. Traffic signal Warrant Analysis Additional Inputs for Warrants 3 to 9 and the Multi -Way Stop Warrants Information Warrant 3; Peak Hour Delay Additional T -intersection, or 4 -legged? 4 Peak Hour Reviewed? Aft Peak WCR 23 (Ma(or Street) Data Combined,9proach Volume 187 WCR 24 'Minor Street) Data High Volume Side Viallunne 18 Hiatt Volume Side Average Delay (Sec) 12.7 High Volume Side # of Approach Lanes 1 Low Volume Side Volume illiave blank if T1 11 War , nt 4 : ~ - I estei - n V. Iurne A. I ■ p . I Inf 0 !marl • Include Right Turn Reduction for Vehicu Volume? a,r No 300teet signal that or more to nearest traffic contro or STOP signcontrolling the street pedestrians desire to cross? No If no, will a traffic control signal restrict the pro; restive movement of traffic?* NSA -percentile cross! g spee. 0 pedestrians less than 33 feet per second?** N o it yes, then percent reduction crossing volume? (up to 50%1 to apply to N/A * I ncludesupporting documentation of no progressive movement impact ** Not common Include supporting documentation of low crossing speed. 1h�. rr.!tit 5: Sch. •l cr•: Sir . cm ii ren school) amain a ementaty throug the r llar street liWCR high 23)? No aansi*eratican given d.r measures (warning signs/flashers, speed zones, school crossing ..rade-se * arated crossin t er rem to school guards, rds, or a ? No e r eet or more to nearest tra signal or STOP sign controlling the that edestrians desire to gross? is contraI street No ' ifnoswill a tra -iccontrol signal the pro : resswe movement of traffic?* restrict NSA Minimum of 20 schoolchildren crossing dtmn; the hi. hest crossing hour? No number of adequate gaps In the traffic stream during the period when schoolchildren are using the crossing is less than the number of minutes in the same eriodr" No * Include supporting documentation of no progressive movement impact. ** May need to include supporting documentation of lead so uate gaps i n traffic. Warrant 6: Coordinated Signal System C rte-wa , or Two-wa Street? Twb- d jacent tra.'_yc contro signa providethe necessary degree butwill collectively provide a operation with the proposed i ; na1?a s ' o not of platooning, progressive traffic control No Resultant spacing o I1.000 feet or ni.ore? tra c c®rnror signals No Warrant 7: Crash EN perience '.UM I CIO ' reporta b a eras es Noes 4 or less suscepfi&fn iC? rt t y a trafiric iconrroi st n I within a 12 -month period?' Aclequate satisfactory Failed Trial observance to reduce o alternatives with and enforcement crash frequency?" No tin clude Right Turn Reduction for Vehicular Volume? No May need to inem a euerbortieg docurnentatl not crash details. ** May need to include supporting documentation of alternative trails) and results, Warrant P: Roadway Network ' Common intersection of two (nor routes?' Na Projecte vehicles typical • entering per weekday? va hour during ume oat the peak east 1,%O hour of a No 5 -Year projected traffic volumes meet one ormore of Warrants 1, 2, and 3 during an average weekday? No total entering per existing hour or Immediately projected volume of at least 1,000 vehicles for each of any 5 hours of a iron- business day j5atturday or Sunday)? Nonormal *Major Route defined as: - Part of the street or highway system that serves as the principal roadway network for through traffic flow, - Rural or suburban highways outside, entering, or traversing a city. - Appears as a major route on an official plan, such as a major street plan in an urban area traffic and transportation study Sustainable Traffic Solutions, Inc. Crossing Warrant 9: Intersection Near a Grade Tracks cross which WCR 24 a;' roach? iSoothboundt Cbnsicieration No given to at er alternatives/trial of alternative failed to alleviate the safer concerns?* 'stance etween S or YI a controlled pproach a n d center of track nearest to the intersection within 140 feet? No 70 feet ..`Tear storage distance (Distance 01 between the tracks and the intersection? (See Below) Number of approach lanes at the crossing? 2 or more Rail traffic per day? 3-S Percentage of high -occupancy buses?** 0% percentage of Tractor -Trailer Trucks? 7 6%-12 55.4 I ternaniveJ to cnnzider or try should include: - - - Providing additional pavement that would enable vehicles to clear the track or provide space for an evasive maneuver - Reassigning the stop controls at the intersection to make the approach across the track non -stopping ** High -occupancy is defined as a bus occupied by at least 20 people, *NS lit o eats Minor Sirest 6 n o LI Morn Stint Multi -Way Stop Warrant Additional Information Tra lc corrtro signa warranted Re jusri ie. ,with existin traffic? No !Number Of crrrracrable cashes' in 12- 4 mon;it period? Pea delay our- high ',ti a ipprnaclh average (Sec.) 12,7 * Crashes Include right -tun nand left -turn collisions as well as right-angle collisions. Traffic Signal Warrant Analysis Warrants i - 3 (Volume Warrants) Project Name Project/File # Scenario Bennett Pit TIS J&T Consulting, Inc. Year 2035 Total - AM Peak Intorrnationy Intersection Major Street (WS Road) WCR 23 Minor Street (E/W Road) WCR 24 - 1 approach lane Analyzed with 1 Ap roach Lane Anal zed with Total A proach Volume _ 187 vehicles Total Approach Volume 30 vehicles 0 crossings Total Ped/Bike Volume , Total Ped/Bike Volume 0 crossings Right turn reduction of Right turn reduction of 0 percent applied 0 percent applied Reduction applied to Volume Warrant thresholds due to isolated community - ■+r Warrant . ' ` cL sw Condition A Condition B I Condition A.+R _ Not Satisfied Not Satisfied Not Satisfied Condition Satisfied? Required values reached for 0 hours 0 hours 0 (Cond. A) & 0 (fond. B) Criteria - Major Street (veh/hr) 350 525 280 (Coed. A) & 420 (Cond. B) Criteria - Minor Street (veh/hr] 105 53 84 (Cond. A) & 42 (Cored, B) ou Cie app ed only after an a i.equate trial of otl�er alternatives that could cause less delay and inconvenient traffic has failed to solve the traffic problems. MartlIPWrIMISMIONle- '-z - - - Condition Satisfied? Not Satisfied , Required values reached for 0 hours Criteria See Figure Below -:i.1:;-- Y eaMt t_. �s. .'z,:-_ Y__ -► - ...A Condition Condition A Not Satisfied Condition Satisfied? Not Satisfied Required values reached for 217 total, 19 minor, 0.1 delay 0 hours See Figure Below Criteria - Total Ap roach Volume (veh in one hour) 800 Criteria - Minor Street High Side Volume (veh in one hour) 100 Criteria - Minor Street H igh Side Delay (veh-hrs;) 4 Figure 4C-2 (Warrant. 2 - 70'6 Factor) & Figure 4C-4 (Warrant 3 = 70% Fact&r _ Minor Street Volume (High Approach Only) 1,000 900 800 700 600 500 400 300 200 100 0 —I.—Warrant 2 Threshold S Intersection Volumes siiii Warrant 3 Threshold 0 500 1000 1500 Major Street Volume (Both Approaches) Sustainable Traffic Solutions, Inc. 2000 2.500 Traffic Signal Warrant Analysis Project Name Project/File-1# Scenario Bennett Pit TIS J&T Consulting, Inc. Year 2035 Total - PM Peak Intersection Information Major Street Name WCR 23 North/South or East/West NO'S Speed Limit 45 mph or greater _ # of Approach Lanes 1 of Right Turn Traffic to Include 100% Minor Street Name WCR24 # of Approach Lanes 1 % of Right Turn Traffic to Include 100% Isolated Community c 10,000 pop Yes What Additional Warrants to Consider? Warrant 3, Peak Hour (A - Vol. and Delay) Yes Warrant 4, Pedestrian Volume No Warrant 5, School Crossing No Warrant 6, Coordinated Signal System No Warrant 7, Crash Experience No Warrant 8, Roadway Network No Warrant 9, intersection Grade Crossing Near a No All -Way Stop Warrant No Sustainable Traffic Solutions, Inc1 Traffic Signal Warrant Analysis Northbound Volume by Hour 5-6AM 6-7AM 10 -11 AM 11-12PM 12-1PM 1-2 PM WCR 23 (Major Street) Volume r z-3PM - 3-4PM 4-5 PM 5-6 PM _ 6-7PM 11-12 AM 95 Total Vehicles (unadjusted) 6 Southbound Volume by Hour Time Left Turns Through Right Turns Peds(Blkes 12-1AM 1-2AM 2-3AM 3 -4AM 4-5AM 5-6AM _ 6-7AM 7-8AM 8-9 AM 9-10 AM 10-11 AM 11-12PM - 12 -1 PM 1-2PM 2-3 P11 -{ 3-4PM 4-5PM - 5 - 5 PM 1 25 25 6-7PM 7-8PM 8-9 PM 9-10PM 1 4 - 10-11 PM 11-12 AM Total Vehicles (unad eed) 51 0 WCR 24 (Minor Street) Volume Eastbound Volume by Hour Time Left Turns Through Right Turns Peds/Bikes 12-lAM 1-2AM 2-3ri 3-4AM 4 -SAM 5-6AM 6- 7,AM 7-8A1' 8-9AM 10 -11 AM . 11-12PM 12-1 PM 1-2PM 2-3PM 3-4 PM - 4-5 PM 5 - 6 PM 101 6 0 6 - 7 PM 7-8PM 8-9 PM 9-10 PM 10 - 11 PM 11- 12,AM Total Vehicles (,unad, usted) 107 Qi Westbound Volume by Hour Left Turns Through iti ht Turns fells = i�Ces Time 12-1AM 1-2AM 2-3AM 3-4AM 4-5AM 5-6AM 6-7AM 7-8AM 8-9AM 9-10AM 10 -11 AM 11-12 PM 12-1 PM 1-2PM 2-3PM 3-4PI'I 4-5PM 5- 6 PM I 3 3 0 6 - 7 PM - I 7-8PM 8-9PM 1 9 -10 PM 10-11 PM 11-12 AM Total Vehicles (unadjusted) €i Sustainable Traffic Solutions, Inc Traffic Signal Warrant Analysis Additional Inputs for Warrants 3 to 9 and the Multi -Way Stop Warrants Warrant 3: Peak Hour Delay Additional Information T -intersection or 4 -legged? 4 Peak Hour Reviewed? AM Peak WCR 23 (Majc,wr Street) Data Combined Approach Volume 1 0 WCR 24 (Minor Street) Data High Volume Side Volume 107 High Volume Side Averag, [Delay (Sec.) 131 5 High Volume Side # of Approach Lanes 1 Low Volume Side Volume Heave blank if TI 6 Warrant 4: Pedestrian Volume Additional Information Include Right Tura Re i uctton Vol urine ? or Vehicular No Meet or signal or STOP that pedestrians more to nearest tract c control sign controlling the street desire to cross? No if no, will a traffic control signal restrict the progressive movement of traffic; WA 13th'-pe'rcerici a s;si ng speec pedestrians less than 15feet at per second?** No If yes, then percent reduction to apply to crossing volume? i up to 50%) N/A nclude supporting doturnentatio n of no progressive movement impact, * t Not common include supporting documentation of low crossing speed. Warrant 5: School Crossing Sc school} iao chi dren crossing e ementary► through the major street high W00 231? Na Consiaeration given to other remedial Measures (warning signs/flashers, school speed zones, school crossing guards, or a rode -separated crossing)? No -Meet or more to nearest traffic control signal or STOP sign controlling the street that pedestrians desire to cross? No if no, will -a traffic control signal restrict the progressive movement of traffic?* N/A Minimum of 20 schoolchildren crossing during the highest crossin hour? No E?%i'rl' etfti - Ruin ca Snowing -me number of adequate gaps in the traffic stream during the period when schoolchildren are using the crossing is less than the number of minutes in the same period?* No '' Include supporting documentation of no progressive movement impact. "`* May need to include supporting documentation of inadequate gaps in traffic. Signal System Warrant 6: Coordinated One-way or Two-way Street? Two -Way Ascent traffic control —sign provide the necessary degree but will collectively provide a operation with the proposed signal? s co of progressive traffic not piatooni n,g, controi No Resultant spacing of traffic control signals 1,000 feet or more? No Warrant 7: Crash Experience UM■er'o repdrtaN erns es t r •s 4 or less susceprWe to.01,34 a'wrscriory by a traffic control fortcrl )within a 12 -month period? Adequate satisfactory failed to reduce trial of alternatives with observance and enforcement crash fre yuency?" No Include Right Volume? Turn Reduction for Vehicular No • May nrrdto incitide supporting dociurnentatiun cfy crash details ** May need to include supporting documentation of alternative trails) and results . u Warrant 8: Roadway Network camrnon intersection of two na@or routes?' No Project vehicles typical -e a per weekday? entering volume hour during or the at least peak 14150 hour of a No 5 -tear projected or more of aver,a:e weekda Warrants traffic volumes meet one 1, 2, and 3 during an 7 No entering per normal o a hour ekis volume for business .ng or mr of each of day e.■ is c at least any 5 hours (Saturday it prc 1,000 of or a to s vehicles a non- Sunday)? No Major Route defined as: ' Part of the street or highway system that serves as the principal roadway network for through traffic flow. - Rural or suburban highways outside, entering, or traversing a city. - Appears as a major route on an official plan, such as a major street plan in an urban area traffic and transportation study. Sustainable Traffic Solutions, Inc. MINIM NIPAPI Warrant 9: Intersection Near a Grade Crossing Tracks cross which WCR 24 appproach? :southbound tonsideratioo Other No a l aReviatethe distance ternatives/tri given to al of alternative safetyconcerns?* failed to between STOP or YIELD controlled p proach and center of track nearest to the intersection within 140 feet? No Clear storage distance (Distance D) between the tracks and the intersection? {See Below) v ?0 feet Number of ap • roach lanes at the. crossing? 2 or more Rail traffic per day? 3-5 Percentage of high -occupancy_ buses?** 0% Percentage of Tractor -Trailer Trucks? 7 6434-12 5% *Alternatives to consider or try should include-. - Providing additional pavement that would enable vehicles to clear the track or provide space for an evasive maneuver • Reassigning the stop controls at the intersection to make the approach across the track non -stopping ** High -occupancy is defined as a bus occupied by at least 20 people . Minor Sireet 6 1t rt thew Seat Multi -Way Stop Warrant Additional Information Tra with r'rc control signal existing traffic? warranted : jusli ie It No Number of (amenable crashes in 12- 4 month period? Peak Hour delay (S) high volume approlch average 15.(Sec) *Crashes include right -turn and left -turn collisions as well as right-angle collisions Traffic Signal Warrant Analysis Warrants 1- 3 (Volume Warrants) Bennett Pit TIS Project Name Project/File tt J&T Consulting, Inc. Scenario Year 2035 Total - PM Peak Information Intersection WCR 23 I Minor Street (E/W Road) WCR 24 Ma or Street (N/S Road) 1 approach lane Analyzed with 1 Approach Lane Anal zed with 219 vehicles Total Approach Volume 113 vehicles Total Approach Volume Total Pelf Bike Volume 0 crossings Total Ped/Bike Volume 0 crossings _ Right turn reduction of 0 percent applied Right turn reduction of _ 0 percent applied Reduction applied to Volume Warrant thresholds due to Isolated community. Condition A Condition B Conditi on A+B Condition Satisfied? Not Satisfied Not Satisfied Not Sat silted Required values reached for 0 hours 0 hours 0 (Cond. A) & 0 (Cond, B) 280 (fond, A) & 420 (Cond. B) Criteria - Major Street (veh/hr) 350 525 Criteria - Minor Street (veh f hr) 84 (Cond, A) & 42 (Cond. 6) 105 53 ppiied'only after an adequate via. of other lternatives that coup cause Tess r elay an o inconvenience to traffic has failed to solve the traffic problems. -_ - ___ --- �' T .i ;,- ..i �_-_ -- _ i a '� -. r- e. yam__ •�• �• ;It C.-- - ' � r_41 7- -__ ---- „�f .. _ -� - Not Satisfied Con # ition Satin led? 0 hours Required values reached for Criteria See Figure Below � ale; f��-� _ r T01 - a 1 -I � ( 1 �.� .. 1 �.' � I • I iia' • . If } . , _ , ..9Y .._e�' { _�l M :.. z- -.. rte' l - —__ - JO �. -.r .— aT � "-- Condition A Condition B Condition Satisfied? Not Satisfied Not Satisfied Required values reached for 332 total, 107 minor, 0,5 delay 0 hours Criteria - Total Approach Volume (veh in one hour) 800 Criteria - Minor Street High Side Volume (veh in one hour) 100 See Figure Below Criteria - Minor Street High Side Delay (veh-hrs) I 4 Minor Street Volume (High Approach Only) 1,000 900 800 700 600 500 400 300 200 100 0 0 —OD—Warrant 2 Threshold dmdra- Warrant 3 Threshold S Intersection Volumes 500 1000 Major Street Volume (Both Approaches) 1500 Sustainable Traffic ,Solutions, Inc, 2000 2500 'V -4: -so • "it I" actelf, dscuI slA}railiti I Ell INif a h.; c.c.isdoorn Nor the truquitenvisets Fet forth Ni �511l% #h er Aa3-s0300,,(Prie Ietrat Frey RIME ern mewed, p11$ Ur4rIHnavvi This WE corner tai the i.ntc neal1on w fl ritied a minimum 60' radius - sarne slientrickcwion all four corners To From: Subject: Date: MEMORANDUM Planning Commission Kim Ogle Request for Continuance, U R 17-007 2 Pioneer Land Company, LLC do Northern Colorado Constructors, Inc, February 20, 2018 The Department of Planning Services received a written request from the applicant's representative requesting a continuance of this case, USR17-0072 for a Site Specific Development Plan and Special Review Permit for Mineral Resource Development Facilities including Open Pit Mining (sand, gravel and stone) and materials processing the A (Agricultural) Zone District. The applicant is making this request such that County staff has an opportunity to review the updated Traffic Impact Study and updated site access layout drawings associated with this application. Therefore, the applicant is requesting this case be continued to allow ample time to work with County staff in efforts to obtain a safe and adequate access onto a publicly maintained road. On behalf of the applicant, we request your support with this request and suggest continuing this case indefinitely. SERVICE, TEAMWORK, INTEGRITY, QUALITY FLOODPLAIN PERMIT DEPARTMENT OF PLANNING SERVICES Request: Floodplain Development Permit — FHDP17-0060 — Northern Colorado Constructors, Inc. Bennett Pit — Pioneer Land Co As a participant in FEMA's National Flood insurance Program (NFIP), Weld County is required by FEMA to ensure that all development (as defined by FEMA) in a designated 100 -year floodplain or floodway is compliant with FEMA, Colorado Water Conservation Board, and Weld County floodplain regulations (Chapter 23, Article I). The intent of the Weld County floodplain regulations is to promote public health, safety and genera! welfare and to minimize public and private losses due to flood conditions. Failure to comply with the General and Specific Standards listed in Article XI of the Weld County Code and conditions listed in this FHDP may result in a violation case being brought before the Weld County Board of County Commissioners and potential fines. Based application materials and the review of the current effective data this Floodplain permit (FHDPI7-0060) is approved with the following conditions: 1. The applicant shall ensure that the site remains in compliance with FEMA, Colorado Water Conservation Board, and Weld County floodplain regulations (Chapter 23, Article XI) at all times. 2. Any development on this parcel within the FEMA defined floodplain shall not cause a rise in the BFE on adjacent or upstream/downstream properties or structures. 3. No permanent stockpiles of fill may remain in the floodplain or fioodway after reclamation. 4. If fill material is used in the floodplain, a registered Colorado Professional Engineer shall certify that the fill material is designed to withstand the erosional forces associated with the base flood. Any fill material used shall be compacted to a minimum of 95% proctor. Any proposed berms, levees, or riverbank protection features not identified on the current effective FIRM maps must be approved through the FHDP process and FEMA's LOMR process. 6. Outside storage of floatable materials associated with non-agricultural uses shall not be allowed. Materials that are not floatable can be stored outside provided that a floodplain development permit is obtained. 7, The applicant shall submit a LOMR to FEMA and Weld County for review and acceptance within 6 months of the completion of the mining operation. Case Summary: The submitted application materials are in compliance with the application requirements of Section 23-11-350 of the Weld County Code. Weld County Department of Planning Services * 1555 N 17th Avenue * Greeley, CO 80631 wvvw,weldaovectorn * daungst eldq,ov.com, * P: (970) 400-3524 * F: (970) 304-64 FI DPI 7-0060 Page 2 of 2 Applicant: Engineer: Location: Owner: Parcel #s:. Legal Descriptions: Pioneer Land Company do Tom Bennett JC York, P.E. #36846 Pioneer Land Company 131112200044 131101000016 131112200042 Size: 13111 200041 131112200004 +f- 124.8 acres +1- 39.56 acres +/- 15.19 acres +I- 4,5 acres +1- 7.95 acres Zoning: Agricultural (A) Lots A and B of RE -4429; Lot A of RE -4439; Lot B of ArnRE-4430; being part of Section 12, T2N, R67W and part of the SW4SE4 Section 1, T2N, R67W of the 6th PAIL, Weld County, CO Current Effective Data: FIRM Community Panel Map It: Flood Zone: Waterway: Project Description 08123C -1915E dated January 201 2016 — no BFEs determined South Platte River This permit is being requested for a mining operation. +1- 190 acres will be mined. The operation will include a wet screen, a crusher, an electrical/control trailer, conveyors, and stacking facilities as shown on the Extraction Plan map. All aggregate will be mined with an excavator and/or loader with the raw product being conveyed to the processing facility via haul trucks and conveyors, scale and scale operator trailer are located at the entrance to the aggregate processing facility area. The scale house is located outside the floodplain. No fill, stockpiling, or structures are located in the 100-yr floodway because the site is in an Approximate Flood Zone with no defined floodway. The HEC-RAS report indicates that there will be a change in the floodplain of up to - 0.78 feet and a change in the floodway of up to - 015 feet in the water surface elevation (WSE) these changes to the WSE trigger a LOMR. Per the Conditions of Approval a LOMR will need to be submitted to FE MA and Weld County within 6 months of the completion of the mining operation. This mining operation is under review under case U R 17-0072. This project appears to be consistent with Weld County Code Floodplain Regulations Article XI. By Diana Aungst, Planner II, ICP, CFM Date: March 12, 2018 Weld County Department of Planning Services * 1555 N 171h Avenue * Greeley, CO 80631 ww '.weldQov.com * daungst y eldnov.corr * P: (970) 400-3524 * F: (970) 304-6498 ek Out 4 COLORA D Division of Reclamation, Mining and Safety Department of Natural Resources 1313 Sherman Street, Room 215 Denver, CO 50203 July 20, 2018 Mr, Chris Zadel Northern Colorado Constructors 9075 Weld County Road 1O Fort Lupton, CO 80621 j ) ( e C) "I sti Re: Bennett Pit, Permit No. M-2016-085, Acceptance of Financial Warranty Corporate Surety Bond a. North American Specialty Insurance Company Dear Mr. Zadel, On July 20, 2018, the Division of Reclamation, Mining and Safety accepted Financial Warranty Corporate Surety Bond N. n the amount of $1,005,627.00, issued by North American Specialty insurance Company for the Bennett Pit, Permit ^20 1 -085, Your permit has now been issued. If you have any questions, please do not hesitate to contact me at (303) 866-3567 ext. 8148. Sincerely, axe.. �4�ltGL Barbara Carla Financial Assurance Specialist Cc: Peter Heys, Division of Reclamation, Mining and Safety 1313 Sherman Street, Room 215, Denver, CO 80203 R 30186 6.3567 F 303 5832.8106 http: / / mining.state.co. us John W1 Hickentooper, Governor I Robert W. Randatt, Executive Director I Virginia Brannon, Director i August 20, 2018 DEPARTMENT OF PLANNING SERVICES 1555 N. 17TH AVENUE GREELEY, CO 80631 970-353-6100 EXT 3549 FAX 970-304-6498 togIe@weldgov.com, Mary E. Carlson 10777 County Road 23 Fort Lupton, CO 80621--96#11 Subject: Right -of -Way acquisition for County Road 24 and County Road 23 Improvements Dear Mrs. Carlson, Weld County Department of Public Works and Planning Services have been working with others who are seeking to realign County Road 24 and a future point of ingress and egress located on County Road 23. This new alignment will affect a small area of the property described as the N2NE4 Section 11, Township 2 North, Range 67 West of the 6th P.M., Weld County and located adjacent to both County Road 24 and County Road 23. Given that the road alignment project impacts your property, the Department of Planning Services has determined that the future right-of-way acquisition will not impact your ability to apply for a Recorded Exemption in the immediate future. Planning staff will continue to recognize this parcel by the metes and bounds description referenced above acknowledging that there is a small area removed for future road right-of-way to be dedicated to Weld County for the County Road 24 and County Road 23 improvements. Further, this letter will be made a part of the case file associated with this action of right-of-way acquisition for County Road 24 and County Road 23. If I may be of further assistance, please contact me at 970 400.54 or by e-mail kogienweldaovicom Sincerely, T J PI nner Pia fin Services ec: D. Anderson, Public Works E. Pinkham, Public Works T. Johnson, Public Works File: U R17-0072 WCR 24 R -O -W Acquisition EXHIBIT 05e in cont. I The primed pon.icasorthis Corn, except differentiated additions,, have been approved by the Colorado Real Estate Commission, 2 (BSd 'I 3) (Mandatory 1+l6) - 3 4 Tkl tS FORM HAS IMPORTANT LEGAL CONSEQUENCES ANO THE PARTIES SHOULD CONSULT LEGAL AND TAX OR 5 OTHER COUNSEL BEFORE SIGNING. 6 7 8 9 10 II 12 13 CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Property with No Residences) Iroperty with Residences -Residential Addendum Attached) [JREEMENT Date; November 6, 2018 14 1. AGREEMENT. Buyer agrees to buy and Seller agrees to sell, the Property described below on the terms and conditions set IS forth in this contract (Contract) 16 2. PARTIES AND PROPERTY. 17 2.1.. Buyer. Buyer, Northam Colorado Constructors. Inc,, or assigns Is will take title to the Property described below as r Joint Tenants inTenants I n Common Other 19 20 21 23. Seller. Seller, Mary E. Caiison _ is 22 the current owner of the Property described below. Weld 23 2.4. Property. The Property is the following legally described real estate in the County of ,Colorado: 2.2. No Assignability. This Contract Is Not assignable by Buyer unless otherwise specified in Additional Provisions. 25 See legal description attached hereto as Exhibit A. 26 27 28 29 known as No. NIA 30 Street Address City State Zip i 31 together with the interests, easements, rights, benefits, improvements and attached fixtures appurtenant thereto, and all interest of 32 Seller in vacated streets and alleys adjacent thereto, except as herein excluded (Property), 33 34 35 36 37 38 39 40 41 42 43 44 4, 46 47 48 49 50 51 52 53 2.5. Inclusions. The Purchase Priceincludes the following items (Inclusions): 2.5.1. Inclusions. The following items, whether fixtures or personal property, are included in the Purchase Price unless excluded under Exclusions: None. if any additional items are attached to the Property after the date of this Contract, such additional items are also included in the Purchase Price. 2.S.2 Personal Property - Conveyance. Any personal property must be conveyed at Closing by Seiler free and clear of all taxes (except personal property taxes for the year of Cl os i ng), liens and encumbrances, except none Conveyance of all personal property will be by bill of sale or other applicable legal instrument, 2.6. Exclusions. The following items are excluded (Exclusions): All mineral, oil and gas, and water rights. CBS414-15. r 5. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) I, MIT kf rti even I ii0) Page 1 01 11 51 55 56 57 58 S c) 60 6i 62 63 64 65 66 67 68 69 70 71 72 7+ 75 76 77 78 79 80 81 82 e3 84 85 86 87 2.7. Water Rights, Well Rights, Water and Sewer Taps. 2.7.1, Deeded Water Rights. The following legally describedwater rights: None. Any deeded water rights \%till be conveyed by a good and sufficient roti deed at Closing. 2.7.2. Other, Rights 'Relating to Water. The following, rights relating to water not included in tS 2.7, 1. . ',7.. . ,4 and 2,7.5, will h transferred to Buyer at Closing: None. 2.7*3, Well Rights. Seller agrees to supply required information to Buyer about the well, Buyer understands that ii' the well to be transferred is a "Small Capacity Well" or a "Domestic Exempt \Vnter Wen." used for ordinary household purposes, Buyer must, prior to or at Closing, complete a Change inOwnership form for ,, .. been l � t h+� �+��1J. If an existing well has not registered with the Colorado Division of Water Resources in the Department of Natural Resources (Division), Buyer must complete a registration olcxisting well form for the well and pay the Cost of registration. If no person will be providing; a closing service in connection with the transaction, Buyer must file the form with the Division within sixty days after Closing. The Well Permit it is tWA _ • 2.7.4, Water Stock Certificates, The water stock certificates to be transferred at Closing are as follows: None. x'.7,5, Water and Sewer Taps. The parties agree that water and sewer taps listed below for the Property are being conveyed ns pan oldie Purchase Price as follows: None. If any water or sewer taps are included in the sale, Buyer is advised to obtain' from the provider, written confirmation or (tic amount remaining to be paid, if any, tune anti other restrivturms for transfer and use of the taps. 2.7.6. Conveyances nce. 11Bu}per is to receive any rights to water pursuant to § 2.7.2 (Other Rights Relating to Water), '3.3 (Well Rights). or § 17.4 (Water Stock Certificates), Seller regrets to convey such rights to Buyer by executing the applicable legal instrument at Closing. 2.8, Growing Crops, With respect to growing crops, Seller and Buyer agree as follows: Seller's right to crops will expire at Closing. 88 3. De TES AND DEADLINES. 4' B?41 .6.15, CONT RAcT rrt nil' AND SELL REAL ESTATE (1 .ANIn II 1?' I3 14 IS 16 Reference Event Title Record Title Deadline Record Title Objection Deadline Off -Record Title Deadline Off Record Title OWection Deadline Title Resolution Deadline Owners' Association Association Documents Deadline Association Docurrterlis beectiorn l)caadl inc: Seller's Property Disclosure Seller's Pro en Disclosure Deadline Loan and Credit Loan A Meat Rion Deadline Buyer's Credit Information Deadline IJisa i arovai of Buyer's Credit information Deadline ` 5.4 Dist lug Loan Documents Deadline Fdstin ' Loan Documents Objection Dead line Date or Deadline 21 days from MEC 30 days fmm MEC 14 days From MEG 30 days from MEC 35 days from MEC NIA Part 2 of 17 17 S 5.4 Loan Transfer Approval Deadline _ N/A NIA S § 4,7 Seller or Private Financi n` Dead line Appraisal Appraisal Deadline -! N/A 19 6.2 - 20 § 6.2 r isr.I raisal Ob-k c;Ion Deadline NIA ? 1 $ 6,1 ti Appraisal Resolution Deadline NIA Survey N/A New I LC or New Surve Deadline 21 § 9,1 1 N/A New 1LC or New Surve. r Objection Deadline 23 § 9.3 N/A 24 § 9A New TLC or New Survey Resolution Deadline Inspection and Dili_ Due Diligence 15 § 10.3 i Ins eetion Objection Deadline N/A ! Inspection Resolution Deadline - 6 § 10.3 N/A Property Insurance 0b'ection [Deadline § 28 § 10.6 Due Diligence Documents Delis/4:1'v Deadline N/A N/A 29 § 10,6 Due Diligence Documents Db'eetion Deadline NIA Due Diligence Documents Resolution Dead line 10,6 30 Environmental Ins . ection Obiectinn (Deadline N/A 3 I * 10.6 10.6 _ ADA Evaluation Objection Deadline N/A 32 ' 33 § 10.3 _ Conditional Sale Deadline NM Tenant Estoppel Statements Deadline 34 s I I.I NiA Teriani Estoppel Statements Objection Deadline 11.? WA 35 Closiita a nd Possession - - 36 ( 12.3 Closing Date ‘1.7 § 17 Possession Date38 _ ci 17 Possession Time at ;me o1 Closing November 8, 2018 39 § ?8 Acceptance Deadline Date 28 Acceytarice Deadline Time 5:00om 40 - - 89 3.1, Applicability of Terms. Any box checked in this Contract means the corresponding provision applies. Any box, 90 biank or line in this Contract left blank or completed with the abbreviation "NiA", car the word "Deleted" means such provision, 91 including any deadline, is not applicable and the corresponding provision of this Contract to which reference is made is deleted. If 92 no box is checked in as provision that contains a selection of "None", such provision means that ``Norte" applies. 93 The abbreviation "MEC", (mutual execution of this Contract) means the date upon which both parties have signed this Contract. 94 95 4, PURCHASE (ASE (PRICE AND TERMS. 96 97 98 99 IOU 101 IO2 4,1, Price and Terms. The Purchase Price set forth below is payable in U.S. Dollars by Buyer as fol lows: Item No, Reference 4,1 Item ;mount 'mount $ 130,000 00 1 Purchase Price 20,000 00 Earnest Money 4,3 C 4.5 I $ 3 New Loan S § 4.6 4 Assum Lion Balance Private Financing 5 _ 6 4 4.7 Seller Financing r 7 S 9 " a,4 Cash at Closing. $ .130,OQQ,IO - TOTAL - 130,000.00 10 NIX MIX 'CYAN X X XK l tKaiRXINIX,XiXdatX NriiiisiXX X XXX XXX XX XSUMWelsIGNAXNAC >MN isCiAMIN Ni .X hri K K *MONK 101VECCLM N dPi XMO W ;0140 Nei 3 ONN NN �1�� oisiNNN Y �� • K IMIX3D ILIN ►= It .eL A'�.,* 'diL+ ,fir i i f� s � �i -� �7ii �/ �� .� �M +NA% WAX N J I WXX 4 a X X M4X. X XX cMX XX X Xc XI 1 IlliAttiltaViMUNWLX4XNNK. . [' EJS4-6-15. CON; S I' It.1C.rim BUY ANT) SEL1. REAL ESTATE (LAND) rage 3 of t? 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 112 123 124 125 126 127 128 129 130 131 132 132 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 4.3. Earnest Monty. The Earnest Money ey set (omit in this section, in the form of a txrporateehla �, will be payable to and held by ogee d�a a rare+ TiII pan ► (Ear nest Money Holder>, in is trust a oun4 on behalf of both Seiler and Buyer. The Earnest Money deposit must be tendered, by Bur, with this Contract unless the parties mutually agree to an Alternative Emmett Money Deadline for its payment. The parties authorize delivery of the Eames Money deposit to the company conducting the Closing (Closing Company), if any, at or heroic Closing, in the event Earnest KA ,oney Holder has agreed to have interest on Earnest Money deposits transferred to a Nod established for the purpose of providing affordable housing to Colorado residents, Seller and Buyer acknowledge and agree that any interest accruing on the Earnest Money deposited with the Earnest Money Holder in this transaction will be transferred to such fund. 43.1. AIlernative Earnest Money Deadline, The deadline for delivering the Earnest Money, if other than at the time offender of this Coutraet, is as set forth as the Alternative Earnest Money Deadline. 4.3.2. Return of Earnest Money. If Buyer has a Right to Terminate and timely terminates. Buyer is entitled to the return of Earnest Money as provided in this Contract. If this Contract is terminated as set forth in § 25 and, except as provided in § 24, if the Earliest Money has not already been returned following receipt of a Notice to Terminate, Seller agrees to execute and return to Buyer or Broker working mill) Buyer, written mutual instructions (e.g.i Earnest Money Release form), within three days of Seller's receipt of such form. 4.4. Form of Funds; Time of Payment; Available Funds. 44.1. Good Funds. All amounts payable by the parties at Closing, including any IMO proceeds, Cash at Closing and closing costs, must be in rands that comply with all applicable Colorado laws,including electronic transfer funds, certified check. savings, and loan teller's check and cashier's check (Good Fonds). 4.442, Time of Payment; Available Funds. All funds, including the Purchase Price to be paid by Buyer, must be paid before or at Closing or as otherwise agreedin writing between the parties to ilitOW thsbursement by Closing Company at Closing OR SUCH NONPAYING PARTY WILL •DE IN DEFAULT. Buyer :represents that uyer, asaf the date of this cQniract` fl Does 1:Oucs Not have funds that are immediately verifiable and available in au amount not less Than the amount stated as Cash at Closing in § 4.1. s j - .� '� ��_>' �J1i .7 !�. \. Ir0 iii i �i ■� kiEfeL. i , VixiMecemolicticeMxtertmetegeoa malacckara 16.eUsliaQUOLWXYaNifinciuMairatffiaMottYka0011iYpira WitirlYCM ousonsonatoommognstom + - -- - - AMMONXiX XIXXIfy xixtotawavotwax Nontomfaxxxxxminaitocenk maxim ti t xxxicostrotxttrxxso 1 'J to JMMO WS= KANxxxxxxxicacaearem j xim lxvom' MUSeVaaigoWt acxxxxcalcauixowanisixx weimacefix itacti6xopayamariaanweimpariawinsioavaloomosuadoecsa _vbaximoiriarew ximmaxixotousioNmoomaktoramousonsititnoLl XCOCKILlsWitranYNIA KM= MAW ktfaCOLICOMPIDUKOCKWOM .. - N M I'4 a '" Nd'! ''`Jl �11r 4al KM 2aDE 9 of CM -4-15. CONTRACT To BUY iikrik1D SELL REAL ESTATE (LAND) Page 4ratI, 162 le a e+ " SVit N L U '` LVE 163 AMID= 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 19! 192 193 194 laXIVI iii NeX MXIXtXXIK0tin~'1 &WA& Xta APtax AMMICCRIn MICNAVGNA r INM0Ka 11 � ��r i - MMN UffaiDAMMOCESSKAGOMX r}' Ntsf.Ftfl S tt+ertistr i' LR�1''fP'L19 C7�WI rrM 1 € tJUt tM!V.' ' tV. IVM-VVV4&'W? ' XXXXXIXMOOK 218 219 220 leaMtlit 221 222 223 224 22,E 226 227 Ni 228 EMEXIXIMMVXMLIMX 229 230 231 232 233 234 235 236 237 238 239 ALAILUIXA 240 XXXXXXXXXEMIX 241 iraMakaa� -. �� •� �1N � �,b�� , �-�.. � T. �' �� + � � w , f'' + 'aCL 242 .y 243 laiNa,NrAL-- - - -__-- +F FLJ X ► 1 i a u it 244 245 246 247 248 249 250 251 252 253 254 M 255 XV.:0408(d.00X0XXXXXIMMSXDOCMARMOCKAMONMOC 256CIIMM C 257 rtiigaraarrIaNEMEXIIn 252 3LIVEXa PIM 259 260 261 XtUDEMAtiefin 262 263..E '' �" 1 264 Miaiainirainal ir^ Ar. fie' ` r K '► . �'� , 265 eahiknifiniXWMaThigirK MiMOM e xisxoecafi t rr' a ViaWIXOM YLICX1flXIGIM INEXIINXIELNLOE .� rXlf MOM littittintitiVIORCX xxxinmix Wirli3EXeiglitffliWa ItmOcancmommommil ilfisWittiv7ININKY4 ex 4. rz t tiCa9XXXXaffic) 266 $. TITLE INSURANCE, RECORD TITLE AND OFF -RECORD TITLE. 267 8.1. Evidence of Record Title. 268 8 14 ti. Seller Selects Title ]nsunince Company. If this box is checked, Seller will select the title insurance 269 company to furnish the owner's title insurance policy at Seller's expense. On or before Record Title' De line, Seiler trust furnish 270 to Buyer, a current commitment for an owner's title insurance policy (Title Commitment), in an amount equal to the Purchase 271 Pricey, or if this box is checked, Ilan Abstract or Title certified to a current date. Seller will enlist the title insurance policy to be 272 ed and delivered to Buyer as soon as practicable at or artier closing. 273 8..1.2. Buyer Selects Title Insurance Company. If this box is checked, Buyer will select the title insurance 274 company to furnish the owner's title insurance policy at Buyer's expense. On or before Record Title Deadline, Buyer must cast -45 -is. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Pane 6 or 17 275 furnish to Seller, a current commitment for owner's title insurance policy (Title Commitment), in an amount equal to the Purchase 276 Price. 277 if neither box in 8.1 . l or * 8.1.2 is checked, § 8.1.1 applies. 278 8.1.). 0' ner's Extended Coverage (GEC). The Title Commitment 1 Will 1-1 Will Not contain Owner's 279 Extended Coverge (OED). If the Title Commitment is to contain CC, it will commit to delete or insure over the standard 280 exceptions which relate to: (1) parties in possession, (2) unrecorded easements, (3) survey matters, (4) unrecorded mechanics' 281 Hens, (5) gap period (period between the effective date and time of commitment to the date and time the deed is recorded), and (6) 282 unpaid taxes, a sments ad unredeemed tax sales prior to the year of Closing. Any .dditionni premium expense to obtain OEC 283 will be paid by Buyer Seller One -Half by Buyer and One -Half by Seller u Other 284 Regardless of whether the Contract requires OEC, the Title i nsurance Commitment may not. provide OEC or delete or insure over 2 S any or all of the standard exceptions for OEC. The Title Insurance Company may require a New Survey or New ILC, defined 286 below, among other requirements for OEC. If the Tide Insurance Commitment is not satisfactory to Buyer, Buyer has a right to 287 object under § 8.A (Right to Object to Title, Resolution) 288 8.1.4. Title Documents. Title Documents consist of the following: (1) copies of any plats. declarations, 289 covenants, conditions and restrictions burdening the Property, and (2) copies of my other documents (or, if illegible, summaries of 290 such documents) listed in the schedule of exceptions (Exceptions) in the Title Commitment furnished to Buyer (collectively, Title 291 Documents). 292 B41.5. Copies of Title Documents. Buyer must receive, on or before Record Title Deadline, copies of all Title 293 Documents. This requirement pertains only to documents as shown of record in the office of the clerk and recorder in the county 294 where the Property is located. The cost of furnishing copies of the documents required in this Section will be at the expense of the 29$ party or parties obligated to pay for the owner's title insurance policy. 296 297 298 8.2. Record Title. Buyer has the right to review and object to the Abstract of Title or Title Commitment and any of the 299 Tide Documents as set forth in § 8.4 (Right to Object to Title, Resolution) on or before Record Title Objection Deadline. 300 Buyer's objection may be based on any unsatisfactory form or content of Title Commitment or Abstract of Title, notwithstanding 301 § 13, or any other unsatisfactory title condition, in Buyer's sole subjective discretion. If the Abstract ofTi tie, Title Commitment or 302 Title Documents are not received by Buyer on or before the Record Title Deadline. or if there is an endorsement to the Title 303 Commitment that adds a new Exception to title, a copy of the new Exception to title and the modified Title Commitment will be 304 delivered to Buyer. Buyer has until the earlier of Closing or ten days after receipt of such documents by Buyer to review and object 305 to: (1) any required Title Document not timely received by Buyer, (2) any change to the Abstract of Tide, Title Commitment or 306 Title Documents, or (3) any endorsement to the Title Commitment. if Seller receives Buyer's Notice to Terminate or Notice of 307 Title Objection, pursuant to this § 8. (Record Title), any title objection by Buyer is governed by the provisions set forth in § 8.4 308 (Right to Object to Title, Resolution). If Seller has fulfilled all Seller's obligations, if any, to deliver to Buyer all documents 309 required by § 8.1 (Evidence of Record Title) and Seller does not receive Buyer's Notice to Terminate or Notice of Title Objection 310 by the applicable deadline specified above, Buyer accepts the condition of title as disclosed by the Abstract of 'late, Tide 3 t 1 Commitment and Title Documents as satisfactory. 312 8.3. Off -Record Title. Buyer bas the right to inspect the Property to investi,gatce if any third party has any right in the 313 Property not shown by public records (c -g., unrecorded easement. boundary line discrepancy or water rights). Buyer's Notice to 314 Terminate or Notice of Title Objection of any unsatisfactory condition (whether disclosed by Seller or, revealed by such inspection. 315 notwithstanding § 8.2 and § 13), in Buyer's sole subjective discretion, must be received by Seller on or before Off -Record Title 316 Objection Deadline. If an Off -Record Matter is received by Buyer after the Off -Record Title Deadline, Buyer has until the earlier 317 of Closing or ten days after receipt by Buyer to review and object to such Off -Record Matter. If Seller receives Buyer's Notice to 318 Terminate or Notice of Title Objection pursuant to this § 8.3 (Off -Record Title), any title objection by Buyer and this Contract arc 319 governed by the provisions set forth in 8.A (Right to Object to Title, Resolution). If Seller does not receive Buyer's Notice to 320 Terminate or Notice of Title Objection by the applicable dead hoe specified above, Buyer accepts title subject to such rights, if any, 321 of third parties of which Buyer has actual knowledge. owledge. 322 323 324 325 326 8.4k Right to Object to Title, Resolution. Buyer's right to object to any title matters includes, but is not limked to those 327 matters set forth in §§ 8.2 (Record Title), 8.3 (Off -Record Title) and 13 (Transfer of'Title)i in Buyer's sole subjective discretion. If 328 Buyer objects to any title matter, on or before the applicable deadline,, Buyer has the following options: 329 8,4.1. Title Objection, Resolution. If Seller receives Buyer's written notice objecting to any tide matter (Notice 330 of Title Objection) on or before the applicable deadline, and if Buyer and Seller have notagreed to a written settlement thereofon 331 or before Title Resolution Deadline, this Contract will terminate on the expiration of Title Resolution Deadline,,, unless Seller 332 receives Buyer's written withdrawal of Buyer's Notice of Title Objection (i.e., Buyer's written notice to waive objection to such CBSA1ed- i S. CONTRACT To BUY AND SELL REAL ESTATE (LAND) Page 7 of 17 333 items and waives the Right to Terminate tbr that reason), on or before expiration of Title Resolution Deadline. if either the 334 Record Title Deadline or the Off -Record Title Deadline, or both, are extended to the earlier of Closing or ten days alter receipt or 335 the applicable documents by Buyer, pursuant to § 8.2 (Record T"ele) or. * 83 (Off -Record Title), the Title Resolution Deadline also 336 will be automatically extended to the earlier of Closing or fifteen days after Buyer receipt of the applicable documents; or 337 8.4.2, Title Objection, Right to Terminate. Buyer may exercise the Right to Terminate under 25.1, on or 338 before the applicable deadline, based on any unsatisfactory title matter, in Buycr'ssole subjectiw discretion. 339 8.5. Special Taxing Districts. SPECIAL TAXING DISTRICTS MAY BE SUBJECT TO GENERAL OBLIGATION 340 INDEBTEDNESS THAT IS PAID BY REVENUES PRODUCED FROM ANNUAL TAX LEVIES ON THE TAXABLE 341 PROPERTY WITHIN SUCH DISTRICTS. PROPERTY OWNERS IN SUCH DISTRICTS MAY BE PLACED AT RISK 342 FOR INCREASED MILL LEVIES AND TAX TO SUPPORT THE SERVICING OF SUCH DEBT WHERE 343 CIRCUMSTANCES ARISE RESULTING IN THE INABILITY OF SUCH A DISTRICT TO DISCHARGE SUCH 344 INDEBTEDNESS WITHOUT SUCH AN INCREASE IN MILL LEVIES. BUYERS SHOULD INVESTIGATE THE 345 SPECIAL TAXING DISTRICTS IN WHICH THE PROPERTY IS LOCATED BY CONTACTING THE COUNTY 346 TREASURER, BY REVIEWING THE CERTIFICATE OF TAXES DUE FOR THE PROPERTY, AND BY OBTAINING 347 FURTHER INFORMATION FROM THE BOARD OF COUNTY COMMISSIONERS, THE COUNTY CLERK AND 348 RECORDER, OR THE COUNTY ASSESSOR. 349 Buyer has the Right to Terminate under § 25,1, on or before Off -Record Title Objection Deadline, based on any 350 unsatisfactory effect oftlle Property being located within a special taxing district, in Buyer's sole subjective discretion. 351 8.6. N/A 352 333 354 35$ 336 367 8.7. Title Advisory. The Title Documents affect the title, ownership and use of the Property and should be reviewed 358 carefully. Additionally, other matters not reflected in the Title Documents may affect the title, ownership and use of the Property, 359 including, without limitation, boundary lines and encroachments, set -back requirements, area, zoning, building code violations, 360 unrecorded easements and claims of easements, leases and other unrecorded agreements, water on or under the Property, and 361 various laws and governmental regulations concerning land us; development and environmental matters. 36.E 8.7.1. OIL, GAS, WATER AND MINERAL DISCLOSURE. THE SURFACE ESTATE OF THE 363 PROPERTY MAY BE OWNED SEPARATELY FROM THE UNDERLYING MINERAL ESTATE, AND TRANSFER 364 OF THE SURFACE ESTATE MAY NOT NECESSARILY INCLUDE TRANSFER OF THE MINERAL ESTATE OR 365 WATER RIGHTS. THIRD PARTIES MAY OWN OR LEASE INTERESTS IN OIL, GAS, OTHER MINERALS, 366 GEOTHERMAL ENERGY OR WATER ON OR UNDER THE SURFACE OF THE PROPERTY, WHICH INTERESTS 367 MAY GIVE THEM RIGHTS TO ENTER AND USE THE SURFACE OF THE PROPERTY TO ACCESS THE 368 MINERAL ESTATE, OIL, GAS OR WATER. 369 8."7.2. SURFACE USE AGREEMENT. THE USE OF THE SURFACE ESTATE OF THE PROPERTY TO 370 ACCESS THE OIL, GAS OR MINERALS MAY BE GOVERNED BY A SURFACE USE AGREEMENT, A 371 MEMORANDUM OR OTHER NOTICE OF WHICH MAY BE RECORDED WITH THE COUNTY CLERK AND 372 RECORD ER. 373 8.7.3. OIL AND GAS ACTIVITY. OIL AND GAS ACTIVITY THAT MAY OCCUR ON OR ADJACENT 374 TO THE PROPERTY MAY INCLUDE, BUT IS NOT LIMITED TO, SURVEYING, DRILLING, WELL COMPLETION 37$ OPERATIONS, STORAGE, OIL AND GAS, OR PRODUCTION FACILITIES, PRODUCING WELLS, REWORKING 376 OF CURRENT SWELLS, AND GAS GATHERING AND PROCESSING FACILITIES. 377 8.7.4. ADDITIONAL INFORMATION. BUYER IS ENCOURAGED TO SEEK ACID ITiONAL 378 INFORMATION REGARDING OIL AND GAS ACTIVITY ON OR ADJACENT TO THE PROPERTY, INCLUDING 379 DRILLING PERMIT APPLICATIONS. THIS INFORMATION MAY BE AVAILABLE FROM THE COLORADO OIL 380 AND GAS CONSERVATION COMMISSION. 381 8.7.5. Title Insurance Exclusions. Matters set fortis in this Section, and others, may be excepted, excluded from, 382 or not covered by the owner's title insurance policy. 383 8.8. Consult an Attorney. Buyer is adv ised to timely consult legal counsel with respect to all such matters as there are 384 strict time limits provided in this Contract (e.g., Record Title Objection Deadline and Off -Record Title Objection Deadline). 385 386 387 388 389 390 . NEW ILC, NEW SURVEY. 9.1. New ILC or New Survey. If the box is checked, a� New Survey in the form UP attached as Exhibit A has been compleled. 9.1.1. Ordering of New ILC or New Survey. Seller C New Improvement. Location Certificate (New WC) Buyer will order the New ILC or New Survey, The Ctrl- • I8. CONTRACT TO BIN AND SELL REAL ESTATE (LAND) Page 8 of 17 9.142. Payment for New I LC or New Survey. The cost of the New I LC or New Survey will be paid, on or before Closing, by: r Seller I Buyer or: 417 MaNKODUZVERSCOMIKVEMMEXMannEMSICKM 41g CaMeNns 419 11 r �� aria& x B {�. ♦ . i h'.. ! e � ° i u A r I.. a' . „ 420 RIMOOMMXKI 421 A,KRYANXIXIMXIXIXEMWMIXXG ' W0RM& NA NriKOUteaso 422 423 424 42 426 NNXIXXIXtailidaMakeiMIVOnt lesiMaNNiraia � � w 427 Q 42 429 430 431 432 433 MANN 434 a KLI6d' 435 WietNIXD@KNOWALVerall 436 laWelliatleikaNtaiithaNCENSMIXWiliaM5 437 438 439 440 441 442 443 444 443 446 i �M b W1• r rl1 �+� s �;.i E cii �1'j�'�j;5. •L stow X.X.reCCV i ■ .r MK):X 1 ' tii6I%I. _ XbOBCCOEC 458 459 460 461 462 463 464 NROUtajAIWCiAMiliaM LVApcxxxxxxm Ctnn 46$ MOMODMONCOMIMOOMWMee 466 467 468 469 470 471 472 473 474 475 476 477 478 479 1 4 9 1A n e 480 _ i Vii i X X 481 482 483 484 485 486 487 488 489 490 491 492 49.E 494 495 496 497 498 499 500 IMISIDOMOMatafaCaitatatiOalfaiMaNda 50I 502 503 504 505 Tem 506 507 508 509 510 511 512 513 514 515 516 517 518 519 520 521 522 523 524 525 526 527 528 529 530 531 532 533 534 535 536 J R xxothexxit 537 538 539 540 541 542 543 544 545 546 547 548 549 550 551 552 553 554 555 XIIKKa KaijEDGXYL "► t or W )614 VAVECIVOOMODWIXErtnalgin Itnin feKR t 184:91EK r i WTI% irXEM altacaagETSNIXXXitiEMI a, XINDDOCIXAMOWC4.040X Mir I • NY AiiffileXaMiNtiFtWatiMai \1361E NixtRtwiturouggittcloStootnelf r - pcothrotmlyomputy ataaWOMULXWM VIM& Wtrel NIMIVIAOXIORWOOMIWA ci SiXNMERIMPRK is iiimaxxxiwanact NAtteLTA a mtrXiar* :Nix& MMOEXA laiUMIUMaVaMkDWO SoIrlalcIDEXur xecommeouctitriseceact xaciacauxammoitxxxxxxamrapcwilinximis ' CLOSING PROVISIONS XXik t 556 IL CLOSING DOCUMENTS, INSTRUCTIONS AND CLOSING. 557 12,1. Closing Documents and Clositig Information. Seller and Buyer will cooperate with the Closing Company to > i i - + .■ designees. i1 558 citable the Closing Cowan)/ � ic prepare and deliver documents required �'�r Closing to Buyer �� Seller and their �, 559 Buyer is obtaining a new loan to purchase the Property, Buyer acknowledge Buyer0s lender is required to provide the Closing 560 Company, in a timely manner, all required loan documents and financial information concerning Buyer's new loan. Buyer and C - r-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Pige ii of 17 561 Seller will furnish any additional information and documents required by Closing Company that will be necessary to complete this $62 transaction. Buyer and Seller will sign and complete all customary or reasonably required doc FU is a or efore Closing. 363 12,2. Closing Instructions. Colorado Real Estate Commission's Closing Instructions II Are fl Are Not executed with 564 this Contract. 565 12.3. Closing. Delivery of deed from Seller to Buyer will be at closing (Closing). Closing will be on the date specified as 566 the Closing Date or by mutual agreement at an earlier date. The hour and place of Closing will be as designated by $67 mutual agreement of the saes 568 12.4. Disclosure of Settlement Casts. Buyer and Seller acknowledge that costs, quality, and extent of service vary 569 between different settlement service providers (e.g., attorneys, lenders, in spectors and titlecompanies). 510 13 TRANSFER OF TITLE. Subject to tender of payment at Closing as required herein and compliance by Buyer with the $71 other terms and provisions hereof, Seller must execute and d'el iver ra good and sufficient soccial n _ deed 572 to Buyer, at Closing, conveying the Property free and clear of all taxes except the general taxes for the year of Closing. Except as 573 provided herein, title will be conveyed free and clear of all liens, including any governmental liens for special improvements 574 installed as of the date of Buyer's signature hereon, whether assessed or not. Title will be conveyed subject to: 575 13.1. Those specific Exceptions described by reference to recorded documents as reflected in the Title Documents 576 accepted by Buyer in accordance with Retard Title, 577 13.2. Distribution utility easements (including cable TV), 578 133. Those specifically described rights of third parties not shown by the public records of which Buyer has actual 579 knowledge and which were accepted by Buyer in accordance with Off Record Title and New ILC or New Survey, 580 13.4, Inclusion of the Property within any special taxing district, and $81 13.. Any special assessment if the improvements were not installed as or the date of Buyer's signature hereon, whether $82 assessed prior to or after Closing, and 583 XXXX 584 14. PAYMENT OF ENCUMBRANCES. Any encumbrance required to be paid will be paid at or before Closing from the 585 proceeds of this transaction or from any other source. 586 587 588 $89 590 591 592 593 594 59$ 596 597 598 599 600 601 602 603 604 605 606 607 tog 609 610 611 612 613 614 15. CLOSING COSTS, CLO Tl t6 FEE, ASSOCIATION FEES AND TAXES. 15.1. Closing Costs. Buyer and Seller must pay, in Good Funds, their respective closing costs and all other items required to be paid at Closing, except as otherwise provided herein. 15.2. Closing Services Fee. The fee for real estate closing services must be paid at Closing by IZI Buyer Seller One`Half by Buyer and One•Half by Seller Doiher WiLIOCSIMMICIMUKCCIanCr Via X 15.7. Sales and Use Tax. Any sales and use tax that may accrue because of this transaction must be paid when due by None ri Buyer Dseiier floneuaur by Buyer and One -Half by Seller. 16. PRORATIONS. The following, will be prorated to the Closing Date, except as other se provided: 16.1. Taxes. Persont roperty taxes, if any, special taxing district assessments, i i' any, and L encral real estate taxes for the year of Closing, based on U Taxes for the Calendar Year Immediately Preceding Closing Most Recent Mill Levy and Most Recent Assessed valuation f1 Other wooromuutog (900 CBS4-6-151 CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 12 of 17 615 616 617 618 619 620 621 622 623 624 625 626 627 628 629 XXMOINIXAMILIWAVOZOWSW S 16.5. Final Settlement. Unless otherwise agreed in writing, these prorations are final. XX 630 17. POSSESSION. Possession of the Property will be delivered to Buyer on Possession Date at Possession Time, subject to 631 the Leases as set forth in § 10.6.1, 7. 632 633 If Seller, after Closing, fails to deliver possession as specified, Seller will be subject to eviction and will be additionally liable 634 to Buyer for payment of $100.00 _ per day (or any part of a day notwithstanding * 18.1) from Possession Date and 63$ Possession Time until possession is delivered, 636 GENERAL PROVISIONS 637 18. DAY; COMPUTATION OF PERIOD OF DAYS, DEADLINE. 638 18.1. Day. As used in this Contract, the term "day" means the entire day ending at 11:59 p.m., United States Mountain 639 Time (Standard or Daylight Savings as applicable). 640 181. Computatton of Period of Days, Deadline. in computing a period of days, when the ending date is not specified, 641 the first day is excluded and the last day is included .(e.g., three days a. EC). If any deadline falls on a Saturday, Sunday or 642 federal or Colorado .state holiday (Holiday), such deadline Ell Will Li Will Not be extended to the next day that is not a 643 Saturday, Sunday or Holiday. Should neither box be checked, the deadline will not be extended. 644 645 646 647 648 649 650 651 652 653 654 65$ 656 657 658 659 660 661 662 663 664 VrigINS 665 666 667 668 twin 669 19. CAUSES OF LOSS, INSURANCE; DAMAGE TO INCLUSIONS AND SERVICES; CONDEMNATION; AND WALK-THROUGH. Except as otherwise provided in this Contract the Property, Inclusions or both will be delivered in the condition existing as or the date of this Contract, ordinary wear and tear excepted. I J.l. Causes of Loss, Insurance. In the event the Property or Inclusions are damaged by fire, other perils or causes of loss prior to Closing in an amount of not more than ten percent a the total Purchase Price (Pmperty Damage), and lithe repair of the damage will be paid by Insurance (other than the deductible to be paid by Seller), then Seller, upon receipt or the insurance proceeds, will use Seller`s reasonable efforts to repair the Property before Closing Date. Buyer has the Right to Terminate under § 25.1, on or before Closing Date if the Property is not repaired before Closing Date or if the damage exceeds such sum. Should Buyer elect to carry out this Contract despite such Property Damage, Buyer is entitled to a credit at Closing for all insurance proceeds that were received by Seller (but not the Association, ifany) resulting from damage to the Property and Inclusions, plus the amount of any deductible provided for in the insurance policy. This credit may not exceed the Purchase Price. In the event Seller has not received the insurance proceeds prior to Closing, the parties may agree to extend the Closing Date to have the Property repaired prior to Closing or, at the option of Buyer, (1) Seller must assign to Buyer the right to the proceeds at Closing, if acceptable to Seller's insurance company and Buyer's lender; or (2) the parties may enter into a written agreement prepared by the parties or their attorney requiring the Seller to escrow at Closing from Seller's sale proceeds the amount Seller has received and will receive due to such damage, not exceeding the total Purchase Price, plus the amount of any deductible that applies to the insurance claim. CB -s-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND} or TtR''lif� Page 13 of 17 670 671 672 613 674 675 616 677 678 679 680 681 682 144)91.1h- garjetilax 193 Condemnation. In the event Seller receives actual notice prior to Closing that a pending condemnation action may result in a taking or al I or part of the Property or Inclusions, Seller must promptly notify Buyer, in writing, of such condemnation action. Buyer has the Right to Terminate under § 25.1, on or before Closing Date, based on such condemnation action, in Buyer's sole subjective discretion, Should Buyer elect to consummate this Contract despite such diminution of value to the Property and Inclusions. Buyer is entitled to a credit at Closing for all condemnation proceeds awarded to Seller for the diminutbn in the value of the Property or inclusions but such credit will not include relocation benefits or expenses, or exceed the Purchase Price, 19.4. Walk -Through and Verification of Condition. Buyer, upon reasonable notice, has the right to walk through the Properly prior to Closing to verify that the physical condition of the Property and Inclusions complies with this Contract. 19.5. Risk of Loss. — Growing Crops, The risk of loss for damage to growing crops by fire or other casualty will be borne by the party entitled to the growing crops as provided in § 2.8 and such party is entitled to such insurance proceeds or benefits for the growing crops. 683 20. RECOMMENDATION OF LEGAL AND TAX COUNSEL By signing this Contract, Buyer and Seller acknowledge 684 that the respective broker has advised that this Contract has important legal consequences and has recommended the examination 685 of title and consultation with legal and tax or other counsel before signing this Contract. 686 21. TIME E OF ESSENCE, DEFAULT AND REMEDIES. Time is of the essence for all dates and deadlines in this Contract, 687 This means that all dates and deadlines are strict and absolute, If any payment due, including Earnest Money, is not paid, honored 688 or tendered when due, or if any obligation is not performed timely as provided in this Contract or waived, the non -defaulting 689 party has the following remedies: 690 21.1. [ifBuyer Is in Default: 691 21.1.1. Specific Performance. Seller may elect to cancel this Contract and all Earnest Money (whether or not paid 692 y Buyer) will be paid to Seller and mained by Seller. It is agreed that the Earnest Money is not a penalty, and the Parties agree 693 the amount is fair and reasonable. Seller may recover such additional damages as may be proper. Alternatively, Seller may elect 694 to treat this Contract as being in full force and effect and Seller has the right to specific performance or damages, or both. 695 21.1.2. Liquidated Damages, Applicable. This § 21.1.2 applies McLain in 21.1.1. is checked. Seller 696 may cancel this Contract. All Earnest Money (whether or not paid by Buyer) will be paid to Seller, and retained by Seller, It is 697 agreed that the Earnest Money specified in § 4,1 is LIQUIDATED DAMAGES, and not a penalty, which amount the parties agree 698 is fair and reasonable and (except as provided in §§ 10.4, 22, 23 and 24)said payment of Earnest Money is SELLER'S ONLY 699 REMEDY for Buyer's failure to perform the obligations of this Contract.* Seller expressly waives the remedies of specific 700 performance and additional damages. 701 21.2. If Seller is In Default: Buyer may elect to treat this Contract as candled, in which case all Earnest Money received 702 hereunder will be returned and Buyer may recover such damages as may be proper. Alternatively, Buyer may elect to treat this 703 Contract as being in full force and effect and Buyer has the right to specific performance or damages, or both. 22. LEGAL FEES, COST AND EXPENSES. Anything to the contrary herein notwithstanding, in the event of any arbitration 7070$ or litigation relating to this Contract,prior to or after Closing Date, the arbitrator or court awardthe prevailing g must a a to P� ac Irng party all 706 reasonable costs and expenses, including attorney fees, legal fees and expenses. '707 708 24. EARNEST MONEY DISPUTE. Except as otherwise provided herein, Earnest Money Holder must release the Earnest 709 Money following receipt of written mutual instructions, signed by both Buyer and Seller. in the event of any controversy regarding 710 the Earnest Money, Earnest Money Holder is not required to release the Earnest Money. Earnest Money Holder, in its sole 711 subjective discretion, has several options; (1) wait for any proceeding between Buyer and Seller, (2) interplead all parties and 712 deposit Earnest Money into a court of competent jurisdiction, (Earnest Money Holder is entitled to recover court costs and 713 reasonable attorney and regal fees incurred with such action; or (3) provide notice to Buyer and Seller that unless Earnest Money 714 Holder receives a copy of the Summons and Complaint or Claim (between buyer and Seller) containing the case number of the 715 lawsuit (Lawsuit) within one hundred twenty days of Earneest Money Holder's notice to the parties, Earnest Money Holder is authorized to return the Earnest Money to Buyer. In the event Earnest Money Holder does receive a copy of the Lawsuit, and has 716 not interpled the monies at the time of any Order, Earnest Money Holder must disburse the Earnest Money pursuant to the Order 717 of the Court. This Section will survive cancellation or termination of this Contract, 71$ 1 I Notwithstanding provisions to the in Section 21,1.2, Buyer also agrees to reimburse Seller for Seller's reasonable 720 contrary Y 721 attorney's fees in the event of default by Buyer, 722 723 23. NIA CBS4445. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 14 of 17 724 71$ 726 727 in 729 730 731 732 733 734 73$ 736 737 738 739 740 741 25. TERMINATION. 25.1. Right to Terminate. If a party has a right to terminate, as provided in this Contract (Right to Terminate), the termination is effective upon the other party's receipt of a written notice to terminate (Notice to Terminate), provided such written notice was received on or before the applicable deadline specified in this Contract. If the Notice to Terminate is not received on or before the specified deadline, the party with the Right to Terminate accepts the specified matter, document or condition as satisfactory and waives the Right to Terminate under such provision. 25.2. Effect of Termination. In the event this Contract is terminated, all Earnest Money received hereunder will be returned and the parties are relieved of all obligations hereunder, subject to §§ 1044,, 22, 23 and 24. 26. ENTIRE AGREEMENT, MODIFICATION, SURVIVAL; SUCCESSORS. This Contract, its exhibits and specified addenda, constitute the entire agreement between the parties relating to the subject hereof, and any prior agreements pertaining thereto, whether oral or written, have been merged and integrated into this Contract. No subsequent modification of any of the terms of this Contract is valid, binding upon the parties, or enforceable unless made in writing and signed by the parties. Any right or obligation in this Contract that, by its terms, exists or is intended to be performed after termination or Closing survives the same. Any successor to a Party receives the predecessor's benefits and obligations of this Contract. 742 27. NOTICE, DELIVERY, AND CHOICE OF LAW. 743 27.1, Physical Delivery and Notice. Any document, or notice to Buyer or Seller must be in writing, except as provided in 744 § 27 2, and is effective when physically received by such party. any individual named in this Contract to receive documents or 745 notices for such party, the Broker, or Brokerage Firm of Broker working with such party (except any notice or delivery after 746 Closing must be received by the party, not Broker or Brokerage Firm). 747 27.2. Electronic Notice. As an alternative to physical delivery, any notice, may be delivered in electronic form to Buyer 748 or Seiler, any individual named in this Contract to receive documents or notices for such party, the Broker or Brokerage Firm of 749 Broker working with such party (except any notice or delivery after Closing must be received by the party; not Broker or 750 Brokerage Firm) at the electronic address of the recipient by facsimile, email or - • 751 27.3. Electronic Delivery. Electronic Delivery of documents and notice may be delivered by: (I) email at the email 752 address of the recipient, (2) a link or access to a website or server provided the recipient receives the information necessary to 753 access the documents, or (3) facsimile at the Fax No. of the recipient. 754 274. Choice of Law. This Contract and all disputes arising hereunder are governed by and construed in accordance with 755 the laws of the State or Colorado that would be applicable to Colorado residents who sign a contract in Colorado for real property 756 located in Colorado. 757 28. NOTICE OF ACCEPTANCE, COUNTERPARTS. This proposal will expire unless accepted in writing, by Buyer and 758 Seller, as evidenced by their signatures below, and the offering party receives notice of such acceptance pursuant to § 27 on or 759 before Acceptance Deadline Date and Acceptance Deadline Time. If accepted, this document will become a contract between 760 Seller and Buyer. A copy of this Contract may be executed by each party, separately, and when each party has executed a copy 761 thereof, such copies taken together are deemed to be a full and complete contract between the parties. 762 29, GOOD FAITH. Buyer and Seller acknowledge that each party has an obligation to act in good faith including, but not 763 limited to, exercising the rights and obligations set forth in the provisions of Financing Conditions and Obligations, Title 764 Insurance, Record Title and Off -Record Title, Current Survey Review and Property Disclosure, Inspection, Indemnity, 765 Insurability, Due Diligence, Buyer Disclosure and Source of Wider. 766 767 768 769 770 771 772 773 774 775 ADDITIONAL PROVISIONS AND ATTACHMENTS 30. ADDITIONAL PROVISIONS. (The following additional provisions have not been approved by the Colorado Real Estate Commission.) a. This Contract Is contingent upon Buyer receiving approval on or before February 28, 2019. from Weld County for Its plum for the improvements to the Intersection at Weld County Roads 23 and 24, and for subdivision exemption or waiver for the transfer of the Property. b. Seller awes that Buyer shall have the right to assign this Contract to Weld County. c. Closing shall occur no later than five (5) business days after the contingencies sat forth In subparagraph a, above are satisfied, •SEE ATTACHED CONTINUATION PAGE - C86541 -6-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 15 of 17 776 777 778 779 780 781 782 783 714 785 716 787 788 759 790 31. ATTACHMEN'[S. 31.1. The following attachments are a pan of this Contract: Continuation page with respect to Section 30 above a Additional Provisions; and Exhibit A 31.2. The following disclosure forms are attached but are not a part of this Contract: Buyer's Name: Address: I SIGNATURES J 1.**04444.4 1044 4 V±404;` NORTKON COLORADO1RtCTQRt VC. r Copeatembeirissiad Buyer's Name: Buyer's Signature Date 9076 Wed County Rood 10 Address: Fon tuohm. 80621 Phone r40,: 3034754754 Phone No,: Fax No.: 303457403 Fax I �►.: Email Address: avinagneconstructersAwn Email Address: 791 'NOTE: If this oiler is being countered or rejected, do not sign this document. Refer to § 321 Seller's Name: him E. Carlson Seller's Signature Address: 10777 County Phone No,: Fax No.: Email Address: Date Fort Lupton. CO 80621 Seller's Name: Seller's Signature Date Address: Phone No.: Fax No.: Email Address: 792 793 32. COUNTER; REJECTION* This offer is [JCountered DRejecteiL 794 Inklais only of party (Buyer or Seller) who countered or rejects offer 795 END or cormtACT To BUY AND SELL REAL ESTATE M. BROKER'S ACKNOWLEDGMENTS AND COMPENSATION DISCLOSURE. (To be completed by Broker working with Buyer) Broker El Does [JDoes Not acknowledge receipt of Earnest Money deposit and, while not a party to the Contract, agrees to cooperate upon request with any mediation concluded under § 23. Broker agrees that if Brokerage Firm is the Earnest Money Holder and, except as provided in § 24, if the Earnest Money has not already been returned following receipt of a Notice to Terminate or other written notice of termination, Earnest Money Holder will release the Earnest Money as directed by the written mutual instructions, Such release of Earnest Money will be made within five days of Earnest Money Holders receipt of thre C11$4445•13, CONTRACT TO BUY AND SELL RI.. 1. ESTATE ELAND) Page 16017 796 executed written mutual instructions, provided the Earnest Money check has cleared. Broker is working with Buyer as apayee's Agent jsellcr's Agent transaction -Broker in this transaction. his is a Change of Status. Brokerage Firm's compensation or commission is to be paid b II Listing Brokerage Firm[3uYer[]Othcr Brokerage Firm's Name; Broker's Name: Address; Phone No.: Fax No. Email Address: Broker's Signature Date 34. BROKER'S ACKNOWLEDGMENTS AND COMPENSATION DISCLOSURE. (To be completed by Broker working with Seller) Broker Does 1114 oes Not acknowledge receipt of Earnest Money deposit and, while not a party to the Contract, agrees to coope on r e t .' t with any mediation concluded under 23. Broker agrees that if Brokerage Firm is the Earnest Money Holder and, except as provided in § 24, if the Earnest Money has not already been returned following receipt of a Notice to Terminate or other written notice of termination, Earnest Money Holder will release the Earnest Money as directed by the written mutual instructions. Such release of Earnest Money will be made within five days of Earnest Money Holder's receipt of the executed written mutual instructions, provided the Earnest Money check has cleared. Broker is working with Seller as a titer's Agentpayer's Agent niransactIoneBraker in this transaction. his is a Change or Status. Brokerage Firm's compensation or commission is to be paid by eller uycr ther Brokerage Firm's Name; Broker's Name: Address: Phone No.; Fax No.; Email Address; Broker's Signature Date Cpl- r-15. CONTRACT TO BUY AND SELL REAL ESTATE (LAND) Page 17 al I7 30. ADDITIONAL PROVISIONS (continued). d* After Closing and within thirty (30) days following completion of construction of improvements for the intersection of Weld County Road 23 and 24 Buyer agrees to: (I) construct, to Seller's reasonable satisfaction, a 5 -strand bar ire fence from the intersection of Weld County Roads 23 and 24 along the south boundary of County Road 24 to the easterly edge of Lupton Meadows Ditch and install two 24 -foot metal farm gates In the fence at locations chosen by Seller; (ii) construct, to Sellers reasonable satisfaction* a 5 -strand barbwire fence from the intersection of Weld County Roads 23 and 24 along the west boundary of County Road 23 to the southeast corner of Seller's property and install three 24 -foot metal farm gates in the fence at locations chosen by the Seller and (iii) regrade, to Seller's reasonable satisfaction, the area south of Weld County Road 24 to assure that runoff south of that road drains in a westerly direction to the inlet of an existing drain and pipeline. et Buyer shalt, at Closing, reimburse Seller for reasonable attorneys fees for this transaction. -NO FURTHER ADDITIONAL PROVISIONS. - {W1202409 CE) 'EXHIBIT A' NE COW. SEC. 1 i. T Z '.N.. R 87 W. FOUND ,7 #" REBAR COUNTY ROAD NO. 24 WETHPte �2 �� ,o�� x, t NB9•57102114 1.73' L1 NORTH 114 COR. SECS 11.6 T 2 N, R 87 W, FOUND 3/4" REAR vitni 3 1/4"ALUMINUM ', PLS 33642 IN MONUMENT BOX, 30 855 S.F.# 0.71 Ac.+ A PARCEL OF LAND LOCATED ,� IN THE NORTH T i 4 O F SECTION 11, TOWNSHIP O NS 'IP 2 NORM, RANGE 6 7 WEST OF THE 6TH P.M., COI WELD, STATE , DESCRIBED AS FOLLOWS: „ *OF D SECTION 11 TO BEAR CONSIDERING THE EAST UNE OF THE NORTHEAST 1 NORTH 00109117" WEST, MD WITH Mat BEARINGS CONTAINED HEREIN RELATIVE TH; E THERETO; COMMENCING AT THE NORTHEAST CORNER SAID SEE ION SOUTH 4.4"41415" WEST, A DISTANCE OF 42 TO THE INTERSECTION OF THE WEST RIGHTaOF—WAY UNE or COUNTY ROAD NO. 23 AND TIE Sailleit RIGHT —<IF Y HE OF COUNTY ROAD NO.. 24 MD THE TRUE POINT OF BEGINNING; HENCE SOUTH 00'0917s EAST, COINCIDENT SAID WEST RIGHT—OF—WAY LINE, A DISTANCE OF .110 FEET; THENCE SOS 89450t43" WE ST. A DISTANCE OF 1O FEEr; THENCE NORTH 0040911?Cr, ��WWI �D WEST R GhCT-OF-WAY LIME* _DISTANCE OF 770..50 FEE THENCE NORTH "2U124 WEST, A DISTANCE`�YrOF 46.47 ETR'.�,��y�N�■F, FJ'JCE NORTH 89457202 �WEST, PARALLEL �MO SOTH ■ 't. !'• 1' 1 -CF-WAY LINE, A °MANGE �O F 514,25 FEET; TIH EN C E NORTH 00'02'58EAST. A DISTANCE OF 40.00 FEET TO THE SOS RIGHT- OF -WAY UNE OF SAID COUNTY ROAD NO. 24; THENCE SOUTH 895 B2. EAST, COINCIDENT WIT I SAID SOUTH RIGHT-OF-WAY UNE, A DISTANCE OF 557.07 FEET TO 'ME TRUE POINT OF BEGINNING. SAID PARCEL CONTAINS 30,855 SQUARE FEET OR 0.71 MORE OR LESS. LINE BI HG DISTANCE L1 S44.4"5615151/ 42.E il SQtTG'9' 17 E 843.10 L3 Net501 i ! .Q 1.4 NO0129.17191 770,50' N45.20124V 13 4647' L6 14139657 02Nri 514.25 L7 N 02 * !r 4a OO' LB st5TO2 E 557.07' 4 + A. SEC; 11, T 2 N R 07 W, FOUND 3/#a REBAR WITH r ALUMINUM . PLS 25937 iN MONUMENT', BOX. SCALE i "a200' nos etwerr MI AN'G I$ NOT INTENDED 1-0 REPRESS A uONWS © au LAND SURVEY NW IS ONLY MENIT TO'REPRIZSEIT A GaAPHIre DEPICTION OF THE ATTACHED DESCRIPTION', 0 - : E POINT BE!#l�l�ll N4 pn C; Z 8 • 1 200 LEGEND: aipe MAXI MOINUMENTE AS Manic DRAWN: CON FIB: CON PARCEL NO, 131111000024 JAMES V. CARLSON MARY C CARLSON PO Sent 1212_ eel . JUNE 1, 2018 emedes Vade PLANNING COMMISSION BOARD OF COUNTY COMMISSIONERS' SIGN POSTING CERTIFICATE THE LAST DAY TO POST THE SIGN IS T BER 26, 2016 THE SIGN SHALL BE POSTED ADJACENT TO AND VISIBLE FROM A PUBLICALLY MAINTAINED ROAD RIGHT- F -WAY• IN THE EVENT THE PROPERTY BEING ONEIDERED FOR A SPECIAL REVIEW IS NOT ADJACENT TO A PUBLICALLY MAINTAINED ROAD RIGHT-OF-WAY, 'AY, THE DEPARTMENT OF PLANNING SERVICES SHALL POST ONE SIGN IN THE MOST PROMINENT PLACE ON THE PROPERTY AND POST A SECOND SIGN AT THE POINT AT WHICH THE DRIVEWAY (ACCESS DRIVE) INTERSECTS A PUBLICALLY MAINTAINED ROAD RI HT- F -W Y4 I, KIM M OGLE, HEREBY CERTIFY UNDER PENALTIES OF PERJURY THAI THE SIGN WAS POSTED ON THE PROPERTY AT LEAST TEN DAYS BEFORE THE PLANNING COMMISSIONERS HEARING AND THE BOARD OF COMMISSIONERS HEARING FOR A SITE SPECIFIC DEVELOPMENT PLAN AND SPECIAL REVIEW PERMIT FOR MINERAL RESOURCE E DEVELOPMENT FACILITIES INCLUDING OPEN PIT MINING (SAND, GRAVEL AND STONE) AND MATERIALS PROCESSING THE A (AGRICULTURAL) ZONE DISTRICT [USR17a 0072 PIONEER LAND COMPANY CAE BENNETT] KIM OGLE Name of Person Posting Sign STATE OF COLORADO COUNTY OF WELD ) ss. atalio Sit• atur of Person Posting Sign sworn to me this day of , . r 2018 The foregoing instrument was subscribed and WITNESS my hand and official seal. METAL' fiteldtriava• Notary Public My Commission m, Expires: co/; (t>o KRISTINE RANSLEM VOTARY PM= STA'f OF COLORADO NO f ARY ID 20124034827 MY COMMISSION EXPIRES JUNE 5, 2020 - "'stir --_=._o...,___ _... EXHIBIT iIa, '. I 1 w a.lr - W' Okk I / t• -.J • i � -ct t .1, ' k • .+ IFS II 1' r • v 1. • 1 i -J 3 � ,,�-.��--, �-�-��;BU!LDNGO�Y � _C�n �.EL U TYADMI !ST Aiii115 t" Street Greetey 4 rn ♦ `s - 1 . a s ! k 1 t� t k n r_ 1. •t. -'., ,f;t1i 1P.•:`�T self ) 1Nil1 bit r -to. A Site Specific- C ,.FcvO4OP f �.it P'{an d Pernik. 1 ff �'j l 1 � [ � ¢ Pr.source De`'�4 �OPt11ent Facilities including Open Pit Miniinj [sand co ave. .i a n d stone) �and ic1.!! s.ire a 1 i Zone District A Ste Specific Development Plan and Special Review Permit for Mineral Resource Development Facilities including Open Pit Mining (sand, gravel and stone) and materials processing the A (Agricultural) Zone District FOR FURTHER. INF01 MA_ ON P EA sr U 17 O (y firs ihl r3 gi Cr, C i ci r C I C G 4) O 1.;? Q tr ut vi aT U j en a.. N r [P; C C. U) r t. U, 11} IL} C a Jr; C r ro I I'] SG, a P:1,16-116 Bennett Mine PermiltingcDrawings3PIan Sheeet CR 23 & CR 24 improvementslDl Jr -Bennett Access Cover twg, 10i1B/2O1B 8:27:45 AM, DWG To PDF pc3 OWNER NORTHERN COLORADO CONSTRUCTORS, INC. CR 23 & CR 24 IMPROVEMENTS Northern Colorado Constructors, Ina, Chris Fodel Weld County Rocd Io Fort Lupton. CO 84&21 303—$57-17S4 ENGINEER SatT Caneu)rinp, Inc. ..1•C. Yost 305 Denver Ave., SIe 6 Fort, Lupton, CD 88324 303-9_7-82122 raw: 303-857-8224 5741.1 quires. LOCATED IN PART OF NE, SW, & SE 1/4 SECTION 12, T2N, ROM OF THE 6TH PAL COUNTY of WELD, STATE of COLORADO OCTOBER, 2018 SURVEYOR Amcr"toon Went Land Sunwj'Inp to. 331 South 4th AvdhU6 P D Bow 12R 9righten, CD 8060% 3Q3-859-1532 GECTECHNICAL /SOIL INVESTIGATIONS Croon, Inv, 71(78 5 Alton Way, Wei. B Centennial, CO BDt12 303-220-030D '.033 n tea tttn4F -.. r(,t' HORIZONTAL CONTROL; VICINITY MAP SCv44.E I" — 1 0DD' 12 1302052 SS-.31$2YSb Yt3 r .e ' c I 'd a' REDAR WITH 2 I .{°' ALUMINUM ck' ;ILL'' 34E; F, s 2Pit. 41.!4'i PDX. -0 1389415 16 3182972 40 t:l�'; 1 t V" REM V TTR 2" ASL'rMLW Car. I'_3 .17 r,>1/4' IYrt'.4t'IUEf:J H r!etANtle rODRDI+4A l'h a 't -1111h5 iCREON ARE 9,A,Er UPON THE COLORADO STATE Form S-pt.ATE ! f'+�, `cCrtrn ZONE (0501) AND HAVE OEEN MODIFIED TO OROUNO BY A rRLi1a OF D-L':+IJ' it:1,0D0270531462. ALL ELEVATIOtt5 5F40Wh! HEREON ARE BASED UPON STAIIC OPS OBSERVATIONS POST PROCESSED TI-IRQUCH THE HAIIDNAL CECJDEIIC SURVEY'S ONl., JE POSITIONING OSER SERVICE (OPUS) AND ARE REF'©RTtO IN kAVO, 86 (GCDID 1 SHEET INDEX Cover Sheet General Holes 3 Demolition Plan 4 CR 23 Horizontal Control/State Highway Access Code Criteria 5 CR 24 Horizontal/Vertical Control/State Highway Access Code Criteria 64 CR 23 & CR 24 Road Grading A. Erosion Control 9 Drainage Swale 1O CR 23 Culvert Plan & Profile 11 Erosion Control Details 12•18 Roadway Cross•Sections 19.20 Striping Plan LEGEND:, F a a •--#-�� T fl S sr rgh 0 L) 7-4 PROPERTY LINE SECTION LINE EXISTING FE_I'ICF LINE OVERHEAD ELECTRIC' LIMES €XISTING TELEPRONE EXISTING GAS LINE EXISTING WATERLINE E.XtS1ING POWER EXISTING ROW PFtt5POSED ROW PROPOSED CULVERT EXISTING EDGE OF ASPHALT EXISTING WATER/DITCH EY.IS1ING CONTOURS PROPOSED G4NTOURS ELECTRIC RISER BOX GLPI WIRE POWER PQLF SIT FENCE SEDIMENT CONTROL LOCS CONCRETE WASH AREA Engineer's Certifioat on 1 hereby certify (hot these plans for the cgnstructi4n of the CP 73 & OR 24 Improvements µ"Art prepared by me or under my direct supervision for Northern Colorado Ganetruetora, rrto Jomes C. York, P r Colorado Regi2troticn No. 36245 as th U) C Q CC O Cover Sheet O Clt is C On 2 c C, r: to v C Z I67T� 14 i9( - W55- TPV' dcy F k J7-Bonnetteccess carat <r.. AS,5hmvrs Sheen r3 1 20 a IT N E ea IL x 4- A,) d r a ass s2r �i N 7 G e CC CE i_ { E I.Y a C Lfl r a. GENERAL NOTES 1HESE PREMISES ARE SLISJECT TO ANY AND ALL EASEMENTS, RIGHTS OF WAY, VARIANCES AND DR AGREEMENTS AS OF RECORD MAY APPEAR 2 THE SURVEY WAS CONDUCTED hURING. THE MDNRH Of JUNE, 2017 .3. ELEVATIONS PROVIDED ON THESE DOCUMENTS WERE EASED ON ELEVATIONS PROVIDED BY AMERICAN wCsT LAND $uRvE'oNG COMPANY VERIFY SITE ELEVATIONS PRIOR TO CO+4SiRUCTIO 4 THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS RELATED TO CONSTRUCTION SURVEY STAKING THE CONTRACTOR IS REQUIRED TO SUBCONTRACT A PROFESSIONAL LAND SURvE'f'OR CONSULTANT FOR CONSTRUCTION STAKING 5. ALL WORK SHALL CONFORM TO WELD COUNTY STANDARDS & $PLCIEIOAiIDNS. 6 CONTRACTDR SHALL CONTACT ALL APPROPRIATE UTILITY COMPANIES TO OBTAIN ALL NECESSARY UTILITY LOCATES AT LEAST 72 HOURS BEFORE BEGINNING CONSTRUCTION i THE TYPE, SIZE, LOCATION AND NUMBER OF ALL KNOWN UNDERGROUND UTILITIES ARE APPRDJBI.ShTE WHEN SHOWN ON THE DRAWINGS IT 'SHALL DE 1HE RESFtNSIBiLI1Y OF THE CONTRACTOR TO VERIFY THE FXISiFNCF AND LOCATSDH OF ALL UNDERGROUND UTILITIES ALONG THE ROUTE LW THE WORK THE CONTRACTOR SHALL FIELD VERIFY SIZE AND LOIATIONS OF Exist -Ns, UTILITIES PRIOR TO CDI.ISIRUCTION AND Noun' IHE ENGINEER OF ANY OISCRIPA/CIES BACK.FL.L AND COMPACT i0 MA1CH EXISTING CONDITIONS AND REPAIR OR REPLACE ANY EXISTING PIPING, WIRING. LANDSCAPE, SIDEWALK OR CURB THAT IS DAMAGED BY GR IS THE RESULT DF THIS CONSTRUCTION 0. ND VARIANCE FROM 11-IE PLANS SHALL DE ACCEPTED WITHOUT PRIOR WRITTEN APPROVAL BY THE COUNTY 2 ALL PHASES 01 WORK SHALL GE INSPECTED AND APPRPmED BY 1HE COUNTY 1D ALL TRAFFIC CONTROL SHALL CONFORM TO THE APPLICABLE REGDLATION SET FORTH IN THE MUTCD 11 ALL OPERAT ONIS SHAL_ CONFORM TO THE -APPLICABLE RECVLATIONS SET FORTH BY THE ICC AND OSHA 12 IF DEWATERI`JC IS REQUIRED, A STATE CONSTRUCTIDN DF-AT£RTNG DISCHARGE PERMIT 15 REQUIRED FDR DISCJ4ARGES TO A STORM SEWER, C;L4NIIia, IRRIGATION DITCH, ANY STREET T,Ii4T iS TRIBUTARY TO THE AFOREMEt TIONED FACILITIES. OR ANY WATER OF IHE UNI1 LO STLTES. 13 ALL CONSTRUCTION ACTIVITIES MUST COMPLY WITH PIE STATE of COLORADO PERMITTING PROCESS FOR `STDRMWATER DISCHARGES- ASSOCIATED WITH CONSTRUCTION AcTivirc FOR INFORMATION. PLEASE CONTACT 1HE COLORADO DEPARTMENT OF HEALTH, WATER QUALITY CONTROL QIVIbi0N. 4300 CHERRY DRIVE SOUTH, DENVER. COLORADO SO246-1530. ATTENTION: PERMIT'S AND ENFORCEMENT SECTION PHONE 3173-592-3500 14. THESE CONSTRUCTION PL&NS ARE TO BE USED IN CONJUNCTION WITH THE GD3'iEOHHIC.4L INVESTIGATION AND EHGINtLPINO DESIGN REIOOMLIENDATIONS PREPARED BY CES.ARF, INC. 15. PROTECT ALL EXISTING WETLANDS 56 THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTING AND W,JWIAINING EROSION AND SEDIMENT CONTROL MEASURES AT ALL TIMES DURING CONSTRUCTION 17 ALL CONSTRUCTION ACTIentES Mil ST COMPLY wiTH THE STATE OF COLORADO PERMITTING PROCESS FQR "STORM WATER DISCHARGES ASSCiCATED WITH CONSTRUCTION ACTIVITY.' FOR IQIFORWA1ION, PLEASE CONTACT THE COLORADO DEPARTMENT OF HEALTH, WATER OUALITY CONTROL DIVISION. 430D CHERRY DRIVE SDUTH, DENVER, COLORADO $424B --153D. ATTENTION: PERMITS SECTION. PHONE 303-692-35DD 18 IF DEWATERING IS REQUIRED, A STATE CONSTRUCTION DEWATCRINC DISCHARGE PERMIT t5 REQUIRED FOR DISCHAR+DIS TD A STORM SEWER, CHANNEL, IRRIGrt1ION UIiCH, ANY STREET THAT IS TRIBUTARY TO THE AFOREMENTIONED FACILITIES, OR ANY WATER OF THE UNITED STATES. 19 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. THE CONTRACTOR SKILL. CONTACT ALL UTILITIES TO COORDINATE SCHEDULES 20 THE CONTRACTOR SHALL AACGuLARLY PATROL THE PUBLIC LANDS ADJACENT TO T1-IE PROJECT. REMOVE CDT45TRUCION DEBRIS AND KEEP AREAS CLEAN AND SAFF 21 THE CONTRACTOR LS RESPONSIBLE FOR DEVELOPING AND IMPLEMENTING A SEDUEf CE AND SCHEDULE FOR GOOLE -10N OF THE WORK IN ACCORDANCE WITW APPLICABLE PROVISIONS OF THE CONTRACT DQCUMEres 22. READ TNOROLGHLY AND BECOME FAFMILLAR WITH THE SPECIFICATIONS AND II4$$TALLATIQN DETAILS FOR THIS RELATED WORK PRIOR TO CONSTRUCTION 23. VERIFY SITE' ELEVATIONS PRIOR TO CONSTRUCTION 2.4. TIME CONTRACTOR.. SHALL PROCURE ALL PERMITS AND LICENSES. PAY ALL CHARGES AND EFTS INCaLNJING, BUT Neu! LIMiTECt TO, Al L INSPECTION CHARGES DF AGENCIES HAVING APPROPRIATE JIIRISOICTIFIN. 25. CONTRACTOR SHALL PROVIDE ,'S -BUILT DRAWINGS OF ENTIRE PROJECT, AS SPECIFIED, UPON FINAL COMPLEICIN OF PROJECT PAVEMENT 2 THE CONTRACTOR SHALL VIDEOTAPE NE ExIS1INC CONDITIONS P.FFORF CONSTRUCTION ALL MANHOLE kIIAS, VaLVF PDXFS, AHD CCNFRS SHALL BE SET 1/4 NCH BELOW THE ADJAG,EFU PAVEMENT SURFACE AND 51-4LL MATCH 1HL LONCI'UDIRIIL •AID TRANSVERSE SLOPE t#' THE STREET PAVEMENT FILL I FLL FILL TO OE LAIN R40 MATERIAL SEDIMENT AINCI.EH,OS.ION_C'C NTEQLL I THE CONTRACTOR SHALL BE RESPONSIBLE FDR SEDIMENT AND EROSION CONTROL AT THE SUE THROUGHOUT CONSTRUCTION_ 2. BEST MANAGEMENT PRACTICES (Bow's) SHALT. BE USED AS NECESSARY TO ADDRESS SEDIMENT AND DLrzT FROM SITE DISTURBANCE. ADDITIONAL MEASURES MAY HE RFOUIRFI) AT THE DIRECiION OF THE ENGINEER 3 BLIP'SS MAY INCLUDE, BUT ARC t4DT LIMITED TO; MIHIa41L DISTURBANCE FOR MINIMAL TIME PERIODS GRAVEL CONSTRUCTION ENTRIES SILT FENCE, STRAW BALE OR SAND RAG BARRIERS, ROCK CHECK TAMS STORM SEWER INLET PROTECTION SEDIMENT C.►PP1RE PONDS SUE WATERING FDR DUST SUPPRESSION 4 &MP'S SHALL BE MAINTAINED AND KEtl IN GOOD REPAIR FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL INSPECT Bk1P'S WEEKLY AND AFTER SIGNIFICANT (GREATER THAN D 1" ritK 'ITIATIoN) STaRNI EVENTS. THE F/ADIO'R`NryIIACE AND NT PAIR SHALL 8E COMPLETED IN A Tway MANNER. SEENIENT AND DEBRIS SHALL BE REMQ41WiT WHEN 'HEY REACH IahLr THE BMP HEIGHT OR IMPACT THE F{JNG-JOH OF THE BLIP 5 5411. 51QCKPILES SHALL DC PROTECTED FROM SEDIMENT TRAN$POTi'T BY SURFAdJE .RouGHENIFIG, WATERING AND PERPAETER SILT FENCING. SOILS THAT WILL DE STOCKPILED FOR MORE THAN 3D DAYS SHALL BE LIULCI1ED AND SEEDED WITH A GRA55 COWER kTITHIN 14 DAYS or STOCKPILE CONSTRUCTION 6 THE CONTRACTOR SWILL INSURE THAT ALL LOADS OF CUT AND FLL SOILS IMPORTED TO OR EXPORTED FROM Till SITE ARE PROPERLY LOADED AND COVERED TO PREVENT LOW DURING TRANSPORT 7 THE CONTRACTOR EJIALL REMOVE ALL SEDIMENT, MUD. AND CONSTRUCTION DEBRIS RESULTING FROi,( THIS PROJECT FROM FLOWLTNES AND PtvEmENT OF PURI IC STREETS 114 A TIUay MANNER B SfJILS bwOSED DURING LANG DISTURe4NG ACTIVITY SHALL BE KEPT IN A RDUGHENEt CONDITION EY RIPPING on DIS.CING ALONG LAND CONTOURS UNTIL MULCH. VEGETATION OR OTHER PERMANENT EROSION CONTROL IS IN PLACE MO SOILS SHALL REMAIN EXPOSED BY LAND DFS'TURBIHG ACTIVITY FOR MORE THAN THIRTY (30) DAYS BEFORE REQUIRE& TCLWORARY OR PERMANENT EROSION CONTROL IS INSTALLED UNLESS OTHERWISE APPROVED 9 ALL TEMPORARY SEDIMENT COMPLS A/ILL DE 1EMOVE❑ WITHIN 30 DAYS A9ER THE FINAL STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY mEASJRCS ARE NO LOt4G'E3 NEEDED, WHICHEVER OCCURS FIRST 10, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED WHENE1#ER rO551BLE txPOSURE OF SOIL TD EROSION BY REMOVAL OR DISTURBANCE OF VEGETATION SHALL BE LIMITED TO ?FIE AREA REQUIRED FOR I+IMEDLkTE CONSTRUCTION OPERATIONS AND FOR THE SHORTEST PRACTICAL PERIOD OF TIME g Pre r E W • i9 ct C) N, PA cinerai Notes 2 -. a 0 161 O tic S et ci .. At- . graIM TIT Crew: O' 0t 4Fk tODIVIET TN JAY 'I_&wr,. hobos Sheet GI 20 10/221201a 7:31:39 AM, Mobe PDF 11}{17 - grey - merge pa Z in a r-� J01 Y 1 STA! 0+73 21 rapist; 1303 L N 1300870 04 E: $18245313 no FT REDIRECT TAPER TO T[L IWIO EXISTING (55:1 X 14 FT MOTH) ETA: 8 43. s7 OF75E1 27 00 E tk 130164001 E: 3182938 47 259 fT TRAt'1SITIQN 1A2ER (18 5:1 )1 i4 FT WIDTH) 10 Fl 12 Fl- STA: 11+33 92 OFFSET: 27 00 l N: 1301930 IE''t E: 31@2S35 42 604 FT TAPERtY L l[NGt -14 '7QiRl4hy11ADIONAL -abk CE 25 FT SFOI M3E CR 23 DAC u•trsoi 9tOo i+#4ti — 2.+n& 2+54 L1•-• irtql 4 MEI 1107 MATCHLINE B S f.A; 12+98 64 'iY' 26 10 L N: 13020Y5 4E L i 3162541 E.•4 91_10" visor • CR 23 14 EXST1NG EDGES OF ASPHALT & LANE LINE 5TIti: 5443 17 WTW 27.00 L • 4l' 1,T018'4(a 01 Es 3182938 47 MP TAPER {19 b:1 X 14- FT 4402114j 10 FT 12 FT 14 FT STA: 11+33.92 QF?SET: 27,(x) 1 M: 13019930.78 E: S1829.38 42 Fl TAPER/DECEL LENGTH ADDITIONAL RDYW Id EXISTING EDGE OF ASPHALT Bc LANE LINE 25 PI STORAGE 4 1 Ire -07 --- I ter ,450 194PP— 111418 I CR24 TAPER (18.5:1 X 12 FT WIDTH) STA: 8406.15 LeIFFI1V 2.5 00 if K, 1305605 00 F: 3182990 48 12 F1. PRQPQSEP EDGE OP ASPHALT •°4 LANE LINES 12 FT — SOFT ROW 51A: 11+4762 OFFSET: 25 00 4 N: 13C” 47 Y 6►'0 FT TAV}ER/DECEL LENGTH t-1.11fitntPit CR 23 CENTERLINE Line Table: Alignments Line 0 I Length Direction Start Paln[ End Point L I 584 18 N0* D4' 13 07^N (5162966 2.3.1300786 65) (.5192425 59,1301381 03) L2 624 cif] NQr DC' 35 22"1v (3.113208:+ 62.13C1361 45) (31 82955 41,1302006 02) L3 73.16 NZ 1F.' ;c3 74"E I {3182955 41.' 3020(.4J Q) (3192969 .52,1 302079 3.” L4 77'0 31 Nit ate' 13.76"E (3.182968 32.1302075 34) (3182869 OM 3D2B4R ab) STA: 5+84 03 OFFSET: 1299 w_,4 H; 1301380 94 E: 3182976 51 Kit —22'2 F1 FRANSITIOM TAPER [18.5:1 X 12 FT WIDTH) MATCHLINE B STA: S+O51 12 Fa - 0!TTSSCTI 29 DTII PROPOSED LUOE R 1301603.00 4.0F ASPHALT & E: ,,3167940.48 LANE LINES 8O0 fT TAPER/OE:LL LF.IL'GT4 STA: 12+99 64 GFFSE7: 26 70 I -15.6. 1302095? -46 51 8120461 Ci4 -- 774 FT REDIRECT TAPER 70 TIE INTO EXISTING (55:1 )4! 14 FT WIOT ) I wcii* ,czD EL14;E OF ASPI4hL1 & WOE LINE 12 FT SD evc ROW STA: 11 t47 52 O P FT: 25.00 11_ N: 13111§4.4.4Y 1 31+2 _ ., 12 FT 1St STA: 12+9i 00 OFCGET: 13 23 R w 13)2087 77 E: 3182481 56 EXIST NG EDGE -or ASPIIALT & LANE LINE EXISTING FDfiES OF A5PHAI T & LANE I NIA 12+91 00 �, OFF 5ET: 13 23 P tv 1302057 77 E: .31629P.1 55 STA: 20+29 50 14 00 L H 1..26?6 30 i?= 1111/2$151.152 - CFI 23 DESIGN CRITERIA: STATE HIGHWAY ACCESS CODE ACCESS CATEGORY: RURAL HIGHWAY (A -B) CA 23: 55 MPH POSTED .PEED LIMIT LEFT TURN DECEL LANE LENGTH _ '' DECEL LENGTH + STORAGE =1300 FT 4 K=5 FT 125 FT 5TDFIALr LEP4OTH HEOU(R.ED FOR .c.:15 TURFJINGVEHICLES. PER PEAFOUR) RIGHT TURN DECEL LANE LENGTH = * DECEL LENGTH = 600 FT (INCLUDES STORAGE) SO 26 t 0 :90 SC4LE 114 Ft'rT 4 !A red E a. aV �Yra/ 011 CC t) CR 23 Horizontal Control ca re rci L1 G9 ati O • ate.. C 2 ii 8 ,C ;0 L ` ai lb Z to C W ac C, 101612 —3" 1 Isk,—'.eq*rty" ' Sheet 01 4 20 P:1,18116 Bennett Mine Permitting'DrawingslPtan Sheets1CRR 23 8 CR 24 Improwemen1s104-0.5-,1T-AccessWiidening Final dung Improvements, 1 CW1tV201$ 11:2'6:24 AM � m I is J I I I I Silk 6+301; oF�1 13 D3 L $ i 30203:1.63 E. 31$28?7.54 ,r in & l S1A: 6i 4-7 77 = Ln DUSTING EDGES 01 ASPHALT t't LANE LINE S1A- . -0t00 00 162 1? 13.00 L Tfi•■NSIi17h� TAPER 1N, 1302056 26 fT'MOTH) STA: 4t44 09 E'FPSET: 1.; OD L M: 1302041 Ili E! 3182639.07E: PRor35ED EDGES E LISTI67G — 64 FT ,� P- I ant 13.10 L STA: 5+79 24 flc �#t! •w OS7 L. �G 13U.�4.t5 66 1'1: f 312032 73 E: 3183{1;29 •45 ilia 31RItT7d 4�SYh Sf63.0i t at m m t'. r c E tl •-- — _ — —L?.tJIehT1i els tCIS 3731 FT R►.VERSt nrrArJll i y►�`fi 9. P. CUtfii: o OR '17,L� Qp<v I , a ■I�! 5.0-50 t _ •'. - --us ?A +G0 4 ` ii:__ tic„s `.b 1114 . t-, 14 . — --tee �. — �rY_ —� _ s- r T 'r�Lj�� . (� ... •1 t L °1 " STA: 4+60.00 I r '_� I t , ar — I �' mss °ME 43.00 11 t L'' 40. rT ; 5936 FT REVERSE — y w' 1 9019X121 C 3182197 58 CURVE MOO ._N I 001 d -4 LA I �.. Zia egg Fi REVERSE CURVE T4 ,.,. 50 n ,.I I 1 ,Tp: f ,4, SET: ltd 5 4 TIE It410 ECISIIt•10 — STORic.E ( yC41R 1 ,435 FT TAPER !__t_ FT 14kGtlliUhFBEt: 25 k OF5 00 1C OFFSET: 25.04 al 765 ! . ` -L 1 CR 24 Improvemg iorizontal:Vertica) Gavin hway Access Code Critic 1.,1; l cata8•1.1 M: 1301994.7'4 I tJ {361445.64 E. 3282875.62 E. 5182304 h E: 315282/ 19 V STh! 6+53 52 OFFSET! 1306 R CR 24 CENTERLINE 3NI1110.Lifyll (i I a I at 1302003 43 E: 31. 3056 52 DESIGN CRITERIA' STATE HIGHWAY ACCESS CODE - .L, ay Line Table: Alignments Center Line Curve Table ACCESS CATEGORY: RURAL HIGHWAY (RB) et f R et CJ um 0 Length~Dimon Start Paint End Plaint Curve # Radius Lerimth Chord Direction Start Point End Point 4 CR 24! 45 MPH POSTED SPEED LIMIT f.1 Ct DD 410 s9 558' 08. 48°E M: 13020432561, E: 31821;17 5167 H, I302O28.9982, E: 3182618 1 768 LS 50 OD 1q6.9' 23.1211E (5182147.52.1302043 01) (3182110.62.1302043.26) 15930 t .431 LB 50.0D ser 55' 4H„6L"F (.3.i 02827,66.'302020.64) (31328x! 65.1302019 f0) C2 1373ti Oa 189 E9 5E7' i8' 24°C Al 1302028 8482. E: 31826 38 1708 Mt.1312020 8365, E 31821127, .5 n RIGHT TURN DECEL LANE LENO.TH = * DECEL LENGTH _ 435 FT (INCLUDES STORAGE) ■(3)82888,26,1 L7 11.62 ■ 389' 5.5' 46.$CE I.(.51B2Uff.56,1S02019'0) 34201 8 42) * TAPER LENGTHS ARE INCLUDED y¢ITHINaTATEo DECEL LENGTHS ,0 • is LE 113.92 $88' 55' 48.&.4"E (.3.1820081.25,1302019 48) 131133003 16.130201746} 1 . a. L9 76 ad 89.9' bS' 46.64~E (31634103.16,1302017 316) 13183079 64.1 332015 93} i. U Northern Cc Constrtuctoi 4875 4875 -- FNIISTA.: P1.sj 2+75 ELEv: +185;{1 b0 1 I II 1 NI STA^ rvi ti_Ev 144 40EA 4554 65 t 4870 Z as7O - ' ti: 141144 -y c c ill Lou: 240 Doi Sto: 3+95: LVC! Pr pin STA: r9«!10.43 ELly: + z 46 , �. LMF l Lieu: 4855�r I LP 510, LP Etcr. gall )4 JI rr R. S9 i 91 L 164;911 1'1111 r �- - +r ---r a.1 #I�`y�1� ,n ■1�'Si'4• �IjC�.-03l. —yam1 I1' !a d ii G li f '- sot -rip- 'f7r _9..r,_, 4860 p :,',t - y 4 - «_ — — _ r _ u a ;111 _ • C ■ t.5°A. . a. t'� 1 d X r) 41 Lil M 1 ---.� CI ram I�ftr s y. '41355 X185`. u ti 4854 4 — . - i!•1 I 4 1G 18 V IVY 4845 - 4F;4::-.«�yca■h K Y. p .- F- '= rV Pl: ti d Iel J1 n 41 t __ N p 0 r. . tY .. ? r, t': i0) O AI ¢ '# to 2 ;$ Q &. r. J -I i r1 .f. S �'f _ r h I(.' - s. �. Pl 1wUJtt) .1C1' . I'1.iiCYl$94 futjCf11110 I!it 1 b ,1 Pt ;5 r, *- r. I-- er v b ", It In r I� ri 11 c- n r, in r'• > n fl ry v' y^.. Y ' i. -S • u ? -. .n r: r� r' S' n• % t [( r` a co I^ O l 'C In '1 n ir+ G�� D !6 v s 150 •N ! r c I'_:, J ? r in n �.• In IC); 2 us v1 2 s er 1'� p QI �t * S t C �. aF •l it �� Q� + LI Q. ; ID y m i1 11 riI 7• .f Y -t �r 4 a , a, 4' v ., I y c w e r r v v 4' r3 d Y SCA.LC IM FEF.1 •1110~9'1,. L'i —0+-50 Ot00 C't5G ', 1-0•D 12-,,11; 24On 9454 3+00 .i+50 4+00 44-5D 5++iCr 5450 5t00 6+.50 7400 7+SET i-•00 S -I50 9+00 9 —••rill 10+00 2C visPlan Sheets\CR 23 & CR 24 Ii11pio eirlei its' 06-08-JT-Acc_essINriienirig-Lidding iiwg, 101191201 5:05.49 AM, Adobe PDF 11X17 - prey - merge pc3 P:116116 dennett Mine Per NOTES: ni TING CahffOt•RS ARE SHOWN AT 1 r INTERVALS PROPOSED ROADWAY CONTOURS ARE SHOWN Al C 2 I. I INTERVALS PRQPC; FD Pow; CCIN1OLR5 ARE SHOWN AT 1 FT INTERVALS 1CL'1912C1R Sift! rill fensgrv• ti — STk; 12+21 d' OFFSET: 1.174 R- 4855.52 r•7 f F 2 X 2 a S • NOTES: EXISTING- CONTOUR A&E 5HDWN 41 1 Fr IWIER4•ALS PROPOSED ROADWAY CONTOURS ARP SIIOWN A7 0 2 FT ThrTER"1AL5 PROPOSED POND CONTOURS MC SHOWN AT 1 11 RlTERVAIS fs 1141114944f + w'M _ A'9-1,f - 464 3 - w h' f` C ihi6 PT Sac — y d _ — z w mor _ - _ _ _�_ 'h. r iFafii Et -tin ti+� >Fatia 1 a--., vim, CR 23 i : r �r .— �. — air asts woe - II a a 20 10 0 a 211 40 SCALE IN FEET 2 U Pit .fs 1�1 t lea cc Vyy •il Csi CC P:t16116 Bennett Mine Per mitti'glorawirigs\Plan Sheers\CR 23 & CF 24 Irnprcvemenis\06-O8-JT-AcDe sWidening-Grading awg 1O/1$1201$ 8:06:30 AM. Adobe POE 11X17 - grey - merge pc'S `5 ''_ N. a_ �r aise_'rWagrilar— - Jr s CR 24 �aa - - — a!n aa SS asta — . _ -sr ----- a., as- lissaa era- a -a -- �. — is+ — 1 a — — — _— — _ cxisma st 11 ROW +CO 0+20 0+1O 4 0+00 0+@3 �' 1+gp .( 35P dL5 tat • f • L— NOTES: EXISTING CONTOURS ARE SHOWN- a,T 1 Fl INTERVALS PROPOSED RCIAI WAY C.ONTDUR5 ARE SHOWN AT 02 FT INTERVALS PROPOSED POND CONTOURS ARE SI-tOWN AT 1 IT INTERVALS .YB L II smilyT t a a - al.ala ois EXISTING 60 Fi' ROW r r-' - - J J -, - U ✓ sain , I_ ` . 0- r • rte-- - -- lNVJ=' .51 _ _ i -Za tee: ra_ a ae<s:: a a —--- oa 4 as - L — ADDITIONAL POR —a xi a0 r ADDITIONAL ROW sk N I 214 —ti' [O. 1 a Sw Arra r4_ 2+BD � —mess Sr' — fir— i 3 a_ alma -1 Y --�..- trxia - a-7i'C' >- =-s _ SIM &� w alaS i — L s— i; co — — a — Ins co I I L s — — a a assts a. NV— 48',1 4 L nala a as _ t- C.— am e a � 3+c amlafl ti ti ..d.a2 D� cat a — 4855 0 #-`'`rte= _ a. a — a as i --4+60- liana aa- s tx� be C� 2 SEW a a 3f. i ia. — _ —. - E' . 1:r —r — 't .1' — — a+ ,_ as a at to a as t t aa ▪ as a — a• i aa• T r -a _ .- � — - Ias — at . a 23 Ico J fJwL- Sri alit 4, 3 �J r_ # li 4 to 0 3 II tas Ia a a a I5 ._a - 20 ,n 0 2h rlq SCALE IN FEET G Cg ec 4�1 en 24 Grading 4 95 19 I. 0 U C 14 aC O z Constructors, Inc. Sheet: 14 AM, Adobe PDF 11)(17 - grey- merge pc3 P_\16115 Bennett Mine Permilting'tratvingslPlan 23S CR 24ImprovementsWT-CR23 culvert prof (keg, 10119/2.0149 8.14 II ^�Y L 1. kfR , Asa-. r- 44 —r-- y 41+3.7 m---- 4ISK F�3. 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Cunstru+t tors,, Ince e Q' 1 F' I� 4 na tee tertiont L'PlGkM E r ;4 :IS II IFJ 18 JcY I -10' Sheet CII 20 P:\16116 Bennett Mine Permittinc\Orawings"iPlan liet61CR 23 3 CR 24 Jmprovements'JT-CR23 culvert p c4 chug, 10O9/2018 8:11:12 AM. Adobe PDF 11X1 - g -T a' FEE , STA: nahDQ..'.IIIF ► 5 \48. N: 1301966 B 1 1a E, .3113916 59 4865 ti ?.5{' 4813! N I 1i 1 'GIA1 Q'&$fld N. !MVP paMtriat — AI -PROPOSED GRADE J cr GRACE' SED GRADE 'tin, I CaISTINC *IMF oat 77.68 CLASS 111 &"AC _ GAS' IM LF ► 5.1..x,_3. HEITIC:P t 0101: ZILECP)ii LINE: E'1G�+1�` Erlt rn nit FEE STAa7- iwe: 4am:e'• rS wfRETE CUrO1 { WALL 3' EI . 6' Witt 2' v;1GR % aDTH SIDE INV; 4401,414 it { 0 PI .3 f Y. .21 I�l a r - D+"C -0+10 0+00 0110 0420 0+10 4860 485,5 4E50 4645 484r) 4:3.56 Q1 40 C-130 0+6C1 0470 0+$D D+9'0 1 *00 4853 PROPOSED DRA{INACF SWAI E I I _ LEGEND: .5280 — — — — - EXISTING CON1OUR5 5280 r1RIoPDSEO DONTOURS a gala #IOSen•■. Ss rr a Ala- it- c. a s N OTES: CJRS ARE SHOWN Al 1 FT INTERVALS PRCPoSE6 ROJ$DWAY CON1OURS NW SHI NM AT 02 FT INTEiWAl S PROPOSED pONO CONTOURS ARC SHOWN AT 1 Pr INTERVALS PROPOSED DRAINAGE SWI LE ARE SHCWtJ a 0 2 FT INTEP.V.aLS PROPERTY LIME PR0PQ5EQ cuLYER1 ExI511NC RIGHT-OF-WAY ExiSlINC; EPGf OF ASPHALT EXISTING FENCE EXISTING (',A5 IIriE LY,ISTINC WATER LINE EkISTINO E_ECTRIC ExI$TING 1ELEPI.4ONE 10 10 O 30 $.ALE IN FEET Fri Nib i Ira N CC Er CR 23 Culvert Plan & Profile I`A: 0+0t0 to 0+72 v Ue5e T?+5lj0Y Ucernt7 Fla CMhbM G, Flr JT-ActtssWa nnr�: GIArt serf I5t15 II)iHII BOC TP? 3CY 1'.24 Sheet: C+{ 10 20 ' ?3 & CR 24 Impmuements111-JT-Access eras details thug, 101180013 11:26:30 AM, Adobe POUF 11X17 - grey - merge pc3 P116116 Bennelt Mine Permitting5Drabuinga4PIan Sheets' SYMBOL LEGEND SILT FENCE PORTABLE CONCRETE WASHOUT AREA VEHICLE TRACI-CMG CONTROL SEDIMENT CONTROL LOGS tiOTEw I VEI-DCLE TRACKING WIT SHALL DE LOCATED AT FJERY ENTRANCE/EXIT TO THE CONSTRUCTION SITE. 2. vENICLE TRACKING MAT SHALL BL L4NHTAINEEI AS NEEDED TD PREVENT ANY MATERIAL FROM ITEM TRACKED ONTO CITY STREET J. SEDIMENT AND DTHER MATERIAL SPILLED, OROPPEO OR TRACKED ONTO STREt S SHALL. OE IMMEDIATELY REMOVED VEHICLE TRACKING MAT NTS SILT FENCE I NJSTAi±ATION NTS PU�1 AWCHOf;ED TOFABR•C NOTE ERO•IOA CGNTP..OL NIEASLIFTE SHALL Ef WAINTAINEGUNTIL LANDSCAPING IS CC►APLG rb•U OR AS DIRECTE D SY PIE CITY 1 ir2H {12" Nita; S CT1 JN NTS FABRIC MATERIAL war (ANCHORED 'NTRENCH I SILT FENCE N T 5 4",r' TRENCI1 COMPACTED tlkCKFILL Row €3PORTAOLL CIQNCHETE.WASH0UT CONTAINER DESCRIPTION A PORTABLE, SELF-t7ONTAINE0 J4JD WATERTICrHI COMUII+ICF! THAT CaYFRD_fi, CAPTURES, AND CONTAINS CAUSSI; CONCRETE f4ASTCYI'ATER AND WASHOLTT MMERIAL PURPOSE & OSJECT1VE ALLOWS FRADE PERSONNEL TD EASILY WASHOUT CONCRETE TRUCHS, PUS, AND OTHER EQUIPMENT ASSOCIATED MTH CEMENT ON SITE A.NO ALLOW: EASY oFf SITE KECYCLINI: OF THE SAME cONCRFTF MATERIAL AND WASTEWATER APPLICATION CONSTRUCTION PROJECTS WHERE CONCRETE, STUCCO, MORTAR, QRDMT. AND CEMENT' ARE USED AS A coN51kuCT(OH MATERIAL OR WHERE CSIENTITIDus WASTEwrs.TFR 15 CREATED INITENANGE INSPECT AHD CLEAN CUT WHEN 3/4 FULL NOT ALLOWING THE CONTAINER TO UvERFLOF/ INSPECT WASTEWATER LEVEL AND RECLIE'1 VACUUM U NEEDED INSPECT SUBCONTRACTORS 10 ENSURE THAT PROPER HGUSEKEEPkJG MEASURES ARE OAPLOYED WHEN WASHING OUT EOUIPMCt,IT SPECIFICATIONS THE cotTTAJNER MUST BE PC'RTAOLC .M!) TEMPORARY, WATERTIGHT, AND HAVE A HOLDING CAPACITY TO ACCEPT WASHOUT PROM APPROXIMATELY 100 YARDS OF POURED CONCRETE A VACUVR+1 SERVICE MUST ACCOMPANY WASHOUT CONTAINER AND BE USED Pte` SITE SUPERINTENDENT its NEEDED THE WASH WATFR MUST RE DISPOSED or OR "'PLATED AND RECYCLED IN Akk CNVIRONMLcTALtY SAE: MANNER WITHIN FEDERAL, STALE, OR LOCAL REGULATORY GUIULLINES TARGETED POLLUTANTS CAUSTIC WASTFWATER (HIGH PH LCCCL NEAR 12 UNITS) SUSPENDED SOILS ASSORTED METALS: CHROMIUM VI, NICKEL, SULFATE, PDiASSIUM, MADNESILIM, AND CALCIUM COMPOUNDS A t` r SEDIMENTATION LOG - 12' MIN DIAMETER USE STAKE EVERY 24' P.TALTERNATE 94 DEGREE DRIENTATIOh' TH IA.cm ui THE SEDIMENTATION LUG $Fillt.;EN1SONTROLLOS INSTAILLATION NOTES LISE TWO STAKES 1 f1E's i 1t2• x BUFFCIWN1 LEN4HT TO EM' ET AT LEAST ix' INTO SOIL AT EACH Fltip GF LOG Tatlr4AI ill DEG TO EACH. DTE IER WETLANDS OR FEATURES RECDIRING 'iTEIVI I • Y SECTION A -A 1 SEE RAN WS OP. - LOCATION AND LEM I H QF TAD meP T cOF,T 1RC'.A I no 2 'FIGMENT CONTROL LOGS INDICATED CN INITIALS EE PLAN SHALL DE II 1Pu.SEO PRIOR TO NW LANE DISrUNBING ACTIVITIPS a SEDIMEWr Cs1NTRIA LOGS SHALL CONSIS+ OF mow COMPOST FX.C:E.LEIOR OR COGONUI I IIILk 4 NOT FOR USE INC4'..�tkTRATEGFL(YARFAS 5 THE SEDIMENT CONTROL LC➢t SHALL "oE TRENCI'G k410 CHe GROUND A MINIMUM OF r ItirCCmfNCIL tect tl.$klPNAitet 4CIL 1 TI-ESIIMP MANAGhR SHALL INFECT £ECHMIFNT CONTROL LOGS DAILY C4JR'NGPINO AF T=R ANY STORM EVENT AND mama REPAIRS OR OLEAN OUT UPSTItEAA4 rEF'IMENT AS NECESSARY Stt?IMENT AGGu &LAtE'd UPSTREAM OF SEDIMENT GONTRCC LOGO SHALL UUE REMOVED V HEN TILE UPCIRL:IM EDMEffl DEPTH ISWITHIN:61HE HEIDIIFOVINE CREM Of LOG :I SEDIMENT CONTROL LOG SHALL BE PEMOVLC+AT THE SC OF T MHSTRUCTION IF ANY DISTUHOED AREA EXISTS AFTER REMOVAL IT SHALL BE GOVC&EDU'IITh:TOP :SOIL DRILL 5EWtQANL7 CRIMP MiX.CHE15 OR OTHERWISE V.TAETILtEG III A MANNER APPROVED SY iHL OTY SEQ'I iW1!,'h J TIROL LOG N ariZ 6.0 I re r o IV 4 g 5in WI • n•d 4d LP? L .CW} ,nLP- 16 0 C" e3 a 2 43 E 0 a- N U 4 n U Erosion Control Details a 1 Tra—k Akira, d p. Cx3ud ID 4114 10IGTBI �LIYI9 JT•Ar,; c ddlalb_ Sheet 11 20 nq&Plsn Sheet CR 23 & CR 24 Irnprowezrientst9&oa-JT•Ae essWidenirig-Gradiing dwg, loll Wail B 1135:47 AM, Adobe PDF 11X17 - grey - merge pc3 >:11B116 Bennett Mine Permitting1Drab TIC Its SLOPE*. ROADBASE 31I ILOR 12' LANE V PAVED SHUN{ HK4A ROADBASE 1 3' &I II I AND OVERLAY 0i EKtS11FL3 PAWMEMT WITH CDOI GRADE 5K PC 64-77 (75) HMO, S;UBGRADE I t I SAWt.`U1 AND RE►4OVE PAVEMENT TYPICAL ROADWAY WIDENING SECTION. SC,4L E 1' = 5 NOTE; ASPIad'LT dt.[7 ROADBASE THICKNESS ESTIMATED PENDIN4 COMPLETION OF GEOTECNNICAL INVESTIOAtTION AND RECOMMENDATIONS 3" COOT GRADE SX PG E4-22 (75) HMA 3" COOT GRADE 5 PG 64-22 (75) mit, del ,T-t.r MDT CLASS 8 ROADBASE 5 AR1FY W RLC0WPAC1 _W$12' Cf EVEICI ILJE 19 WI fl8% A5tM 0-66S 0 +2% OPTIMUM 41GSTURE PAVEMENT SECTION SCALE t" 1' 4670 5.5 4650 48.55 4850 4670 4660 a.? -5'� -6D stop 4865 4660 4655 4650. 0+7322 `I im Hi r — .-. --• - • ss= - --- e bn GRADE !P) ---titom; tt 4 P _ -- aDE PRDPbSLi t Mai wL-.•moon- 4. -60 -40 -211 O 3+00 20 40 60 4870 4-x70 42ES 4EE0 4655 4650 BS5 4855 4851? 6C K74414, r -I -.- g ..---- - --- el, an C! -•a, 44—_� -60 -40 --20 a 5+00 20 40 60 *850 2+00 IA e N - 1 Pal r 0 �a••- 111. 1 r- J.--•ti"1—..—%l— -- , _ — s ... r SA sii.,,IQ�. 12 ,it me kr -00 4.370 4870 49GD 4855 4850 60 low.ml:a- 3 9 5 LL -ED 4665 4BED 4855 4S5O 4-870 AVE, 486.5 0865 4E:t.4 4S&i 4A55 4350 -50 -40 -21) 0 20 40 60 70 485 4855 - 60 -15 -20 I 4+00 :G 40 CO 4,955 4850 4655 4850. 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Applicant Pioneer Land Company. Subject: Objections and Request for Modification by Weld County Planning for Applicant: Pioneer Land Company, Case Number LUSH 17-0072, for Cause; 1. A Agricultural Zone Designation Objection 2 Subdivision Lupton Meadows Designation Objection 3. Lung Damaging Inhalants- Fugitive Dust and Silicosis Disease Objection 4. Volatile Organic Compounds (VOCs) and Health Effects Objection S. Impact to Domestic and Farm Well by Slurry Wall 6. Hours of operation Objection (No Weekends or Holidays) 7. Objection to Noise Impacts 8 Objections to Visual Impacts 9. Objection to Current Weed Control Applicant Proposal 10. Night Lighting of the Mine Objection 11. Truck Egress and Ingress Objection of use of RR Grade CR 22 1/2 Dear Kim Ogle, Planning Services, our hope is that Weld County Planning will act on the reasonable mitigation offered by this impacted land owner for what will be decades of mining . Our primary concern and objection is related to" fugitive dust" and "noise" and the long term harmful exposures of lung damaging inhalants (Silicosis Disease) and other harmful health and environmental impacts. We are respectfully requesting modification of the Applicant Pioneer Land Company USR 17-0072. We list our concerns and objection below and provide reasonable mitigation: I. objection to Use By Special Review in the A Agricultural Zone: For 25 years these land owner have lived peacefully in this rural A Agricultural Zone enjoying vegetable farming, animal husbandry, wildlife, uninhibited wildlife communication, fresh air peace and quiet. The applicants proposed USR is objectionable and unacceptable in its current form failing to consider the adjacent property owners sharing of 7/10's of a mile property line_ nI Since 1909 The Lupton Meadows Land Company and Harry J. Bone President Surveyed and Recorded the Lupton Meadows Subdivision September 03, 1909 and after 109 Years a USR Open Pit Mine is Proposed. The area has been an A Agricultural Zone in the Lupton Meadows Subdivision. it is the intention of the applicant to acquire an USR for commercial/ industrial purposes an open pit mining operation not considering the subdivision status and adjacent effects to fellow landowners. III. Objection to Applicants "Fugitive Dust" "Fugitive Particulate Emissions" and Acerbated Harmful Health Effects Caused by North by Northwest Prevailing Winds: A. Background Information. The proposed mine is less than two hundred feet from these land owners whom have owned their A Zoned Agricultural farm in the Lupton Meadows Subdivision for 25 years. The applicants proposed aggregate mining activities will generate exceptionally high dust exposure creating a health risk for these adjacent land owners over time, B. Of Greatest Concern: specifically, is exposure to high levels of dust, silica dust (sand and gravel dust) is hazardous when very small (respirable) particles are inhaled. These respirable dust particles can penetrate deep into the lungs of humanscausing disabling and sometimes fatal lung diseases, including lung cancer, silicosis, and kidney disease. C. Currently, the mines in the area are 90% exposed surfaces, fine grain sands, aggregate surfaces, over burden piles, sands and gravel and 10% weeds creating an unnecessary erodible and unstable dusty daily surface condition . D. Mines in the region have mechanically exposed aggregate surface for years and decades generating intensely fierce fugitive dust storms. Exposed aggregate surfaces include; 'r. mine pit perimeter roads, and internal roads, ii. exposed 3:1 slopes, iii. over burden piles, iv. spoils piles, v. processing piles, vi. active mining face excavation, vii. heavy haul truck transporting within the mine, viii. gravel production stock piling and loading, ix. ingress and egress dusty conditions. E. The applicants Processing Plant Area is within 600 feet of these ZS year adjacent land owners and will generateexc ptionally high and unacceptable dust level exposures, i, use of front end loaders, it. transporting aggregates iii ingress and egress loading of over the road haul trucks, more than a one and a half mites (1 1/2) mi.) from the entrance of the mine in a north by northwest direction willcause harmful and dangerous leaves of dust. iv. harmful dust levels are expected from the applicant's circulation pattern around the processing plant. v, harmful dust levels are expected from the applicant's methods of mining that utilizes haul trucks and lacks conveyor systems moving pit run closer to the entrance for processing, F. Acerbating dust throughout the mine area are the prevailing winds. Winds and breezes occur daily as warm and cold air travels up and down the South Platte River. G. Moderate to high winds prevail from the north and northwest and given the location of the processing plant and many acres of exposed aggregate a dangerously unhealthy living condition is created for the adjacent landowners. H. Given the mine is being developed I feet northwest of this property owner and north by northwest winds occur often, the exposure and health risk is unacceptable. 1. Finally, if the completed mine pit is to be used for water storage, once water releases occur and the reservoir is dry, highly dusty conditions will continue to occur. Regionally, the mining activity and these many hundreds of acres of exposed sand and gravel create harmful and fierce dust storms. Recommendation; Require the applicant to identify a qualified Air Quality Engineering group with the charge of developing background data and a monitoring plan prior to mining and for the life of the mine. Immediately, begin a sixteen month background opacity study utilizing EPA Method 9 (4O CFR, Part 60 Appendix A (July,1992)) in all subsections of Section Ii, A and B of this regulation. Develop, maintain and analyze a weekly record keeping compliance plan implemented by others. The purpose of the compliance plan is to provide a consistent reasonable process for documenting air quality. The bi- weekly onsite monitoring and sampling inspection and analysis is required to monitor the long term exposures. Further, the development of an air quality violations protocol, notification of violation and initiating enforcement actions to ensures that violations are addressed in a timely manner. Finally, have the Air Quality Engineers develop trigger points that create discernible compensatory damages and a long-term exposure compensation schedule for the affected adjacent landowners. J. Necessary Mitigation: This land owners property is elevated 14 feet above the proposed mine and is flanked by the mine for a quarter of a mile (1x468 It). To mitigate these dangerous health condition this land owner requires that the applicant NCCI employ; i. Mining Sound and Dust Control Walls that typically range in height from 16 to 32 feet must be installed on all four sides of a Mining Processing Plant Area to prevent associated fugitive dust and control processing noise. The EN+ 's STC-25 modular acoustical and fugitive particulate confinement wall panel system is specially designed to effectively block related noise and fugitive particulate propagating into the surrounding environment The wall units also allow for quick and efficient installation and alteration. i L Chemical Stabilization of Unpaved Roads as often as necessary to minimize fugitive particulate matter, using polymer products (e.g., polyvinyl acetates, vinyl acrylics) must be required and verifiable. iii. Control of Fugitive Particulate Emissions from aggregate storage pile through the use of enclosures, covers, or stabling polymer product be employed by the applicant iv. Minimize the area to be disturbed by mining and develop a strict mining exposure plan that limits disturbed soils to be employed by the applicant, v. Require prompt removal of aggregates and prompt revegetation, vi. Restrict and limit location of over burden stock piles to minimize fugitive particulate emission by developing a strict staged mining plan, vii. Require prompt revegetation, seeding and mulching and otherwise stabilizing the exposed aggregate surfaces within the mine and the mines perimeter until the mine surfaces are covered with a stand of grasses preventing sources of fugitive particulate emission. viii. Require that the applicant reduce the period of time between initially disturbing the soil and revegetation and otherwise stabilizing the disturbed aggregate surface. ix. Require temporary seeding of overburden and spoils piles within the mine and the mines perimeter, x. Require the applicant to water and establish the grasses trees and shrubs with pit dewatering water. K. Necessary Mitigation Continued: Require that the applicant to construct an earthen berm to be constructed along the Wi ndell's northern border. i. The berm would be constructed of pit run topped and cover with 18 inches of top soil. The height of the berm would be 16 feet in elevation on the northwest corner of the Winder's and progress to 32 feet in elevation past the historic Barn and to the east where the Win cell's exit thier driveway and property. IL * East of the windel rs drive the berm would be 16 feet tall and progress to the east end of the Wiride ll's property at the intersection of Weld County Road 22 3/2 and Weld County Road 25, Culverts would be installed under the berm on this reach. The north face of the berm would be terraced and benched at a 2:1 slope while the south facing slope would be 3:1. iii. The berm shall be covered with biodegradable straw mulch erosion control fabric. iv. The entire berm must be seeded at a rate of 65 Pi/acre of seed with chewing fescue, Festuco indica ssp. Commutata and require 90% coverage. Reseeding shall occur until non erosive slopes area created and a cover crop of grass named above is established, v. In addition, the applicant shall purchase and install 32 Colorado Blue Spruce trees of not less than 15' tall 6"and 8" caliper, trees approved by the vii ndel l's land owner, vi. The trees shall be planted primarily on the southern facing slope of the berm on a "to -be -determined" spacing. uric. Trees shall be maintained and or replaced by the applicant until establishment, a period of 18 months before mining. Conclusion: We object to the boiler plate USR statement proposed by the applicant and ask that the processing plant area be relocated north of its existing location and closer to the ingress and egress of the mine and that stringent fugitive particulate emissions "dust" guidelines be incorporated in the applicants permit acceptable to these adjacent land owners or that the applicants permit be denied. IV. Volatile Organic Compounds (vacs): health effects include eye, nose and throat irritation, headaches, loss of coordination, nausea, liver, kidney and central nervous system irreparable damage, some VOCs are suspected and known to cause cancer. Air Pollution Emission Notice APEN and or the necessity and need of the county to require, administrate assistance and monitoring to state standards, i. The Operation of the Open Pit Mine and the Emissions of air pollutants has given the adjacent land owners great health and safety concerns given adjacent land owners located in the north and north by northwest prevailing winds ii. These Emissions in Our Families and County Resident's Lungs and air space will be unacceptable given a Neolithic mining technique. iii. The Most Common Pollutants emitted from an open pit mine with little or no emissions accountability, or monitoring by Weld County Health Department is air pollution of Silica and by Excavators, Frontend Wader, Dozer, Heavy Haul Trucks, End Dump Haul Trucks and smaller diesel (Purnps)and other petroleum burning equipment. iv, Heavy Equipment Above Emissions are high in Sulfur dioxide (SO2), that irritates the skin and mucus membranes of the nose throat, and lungs. In high concentrations causes respiratory lung tissue inflammation and irritation resulting in symptoms of pain when taking a deep breath, causing coughing, throat irritation and breathing difficulties. Prolonged exposure aggravates and wo rse ns asthma attacks and can react with other air particles to cause lung damage and after long term exposure o rga n failure_ v. Nitrogen oxide (NO, forms H, IV, 1,111), the main effect of breathing increased levels of nitrogen dioxide {NO2) is the increased likelihood of respiratory problems. Nitrogen dioxide inflames the lining of the lungs and it can reduce immunity to lung infections, This can cause wheezing, coughing, colds and bronchitis, vi. Carbon monoxide (CO) exposure can have long term effects such as amnesia, headaches, memory loss, personality and behavioral changes, loss of bladder and muscle control, and impaired vision and coordination. Some people suffer permanent damage to organs and brain functioning_ vii. Off road #2 diesel equipment or high Sulfur (S02) fuels will be used in the mine by excavators, fro me nd loaders, heavy haul trucks, and diesel water pumping equipment and will create an unacceptable 25 year emission and consequential lung damage for this adjacent landowners. Objection to Open Pit Mining ; iCreates a Toxic Environmental Condition of Silica and Co, NO, and VOC for the downwind residents with proven sickening health consequences_ Recommendation: The hazardous air pollutants (I-lAPs) produced by the Applicants Neolithic Open Pit Sand and Gravel Mining Operation are simply unacceptable and objectionable in 2018. The Applicants application should be withheld until all deleterious emissions are qualified and quantified for the life time of the mine, The health effects and long term exposure to IlAPs is known to create compromised health condition in humans. These emission conditions require that a background baseline analysis occur. A Health Sciences Engineer and Ph.D. Air Quality Scientist should be assigned to immediately begin to develop a baseline background health assessment for the Weld County Health Department and Planning Department approving deleterious health effects for its county citizens. A month by month monitoring study that calculates current conditions and future emission inhalation and trigger points would be used to implement exposure limits and compensatory damages. Compensatory damages would be phased over the lifetime of the mine and paid to the adjacent land owners in discernments calculated by exposure. In the alternative these adjacent land owners ask that applicants VI. Impact to Domestic and Farm Well -Objection: A. Background Information: For 25 years this land owners domestic /farm well has produced adequate and reliable water. The domestic /farm well is an alluvial ground water well with a depth of less than 30 feet. This land owners domestic/farm well is less than 200 feet from the proposed mine slurry wall. R. The alluvial ground water and domestic/farm well may be significantly compromised by the applicants proposed slurry wall. C. Principally the impact to the alluvial ground water domestic/farm wells adequate and reliable water production and water quality is; i. the slurry wall will cause interference with the immediately adjacent ground water, ii_ the slurry wall will cause interference with the immediate ground water flow path, iii_ the slurry wall will cause interference with the ground waters hydraulic conductivity, iv. the slurry wall will cause interference with sub surface earth materials (fine grained sediments) in close proximity of the well and may cause consolidation of grained sediments and poor hydraulic conductivity, v. the slurry wall will cause interference with the hydraulic head of the well over time, vi. additionally, the ground water flow hydraulic will be interrupted over time given the slurry walls southwest corner is in close proximity to these landowners well, vii. The influence caused by the slurry walls location to the well will create a cone of depression developed over time and a loss of water production will occur. Recommendation: Request proposals, from qualified (PE) water engineers to investigate the potential effects on ground water hydrology and affects of the southwest corner of the slurry wall. Require a two (2) year ground water flow analysis within a described study area staffing immediately. Require a described study area, methods, extent of study model set up, require biweekly monitoring of pizometers, data recording and analysis_ Require engineers to make recommendation for the mitigation of well impacts and stipulate that a well impact trigger point is pre- approved for a l l costs associated with the wells replacement Also, require the applicant to be responsible for all federal, state, counties, city permits for construction and installation of a replacement well_ Conclusion: These land and well owners are elevated 12 feet above the crest of the slurry wall and will have a very small infiltration elevation of less than 1.3 feet These adjacent land owners ask that before approval of the applicant's USR aggregate materials mining permit, conditions above are implemented and stated as a condition of approval of the applicant's aggregate material mining permit. VII, Visual Impacts Objections: A. Background Information: For 25 years the Windell's have enjoyed agricultural activities entering and exits their home to the north and having seven large windows that face north. Given the elevation of this land owners property (approx. 14'feet above the mine) the visual impacts are unacceptable. B. The applicant has located the Processing Plant Area in the South Cell next to this adjacent land owners residence and farm and is unacceptable. C. The Processing Plant Area is unnecessarily dislocated from the ingress and egress and the central mining area visually creating an eye sore and unhealthy fugitive particulate emission on this adjacent land owner. D. These adjacent land owners observe no thought on behalf of the applicant to screen their aggregate mining operation and find this objectionable. E. The USR applicant must be required to identify another area for its Processing Plant Area further to the north of these land owners, F. The applicants USR should be withheld until an adequate resolution to this matter is achieved by the applicant and an agreement recorded with this land owner. Necessary Mitigation: The applicant must be required to develop a living fence and wind block. Weed barrier cloth 16/ wide must be affixed to the soil around the perimeter of the South Cell. The applicant as a condition of the mine before mining occurs purchase and install a dense living fences around of the South Cell (a mining area of 67.65 acres) perimeter. The living fence at a minimum would stagger 360, 15' tall Colorado Blue Spruce Picea pungens and 20,000 16 cu. in. native Colorado trees and shrubs acquired from the Colorado State Forest Service Laporte Ave. Fort Collins, Colorado 80523. The shrubs 2,500 Rubber rabbit brush Chrysostamnus nauseous, 2,500 Blue Stem Wii lour Salix irrorata, 2500 Peach leaf Williow iow Sex amygdaioides, 2,500 Drummond Willow Salix drummondiana, 2500 Box Elder Ater negundo, 2500 Woods Rose Rosa woodsy' 250O Golden Current Ribes aureum and 2500 Western Sand Cherry Prunus besseyii . The Applicant shall also employee the expertise of the NRCS to quickly establish, maintain' monitor, combat weeds and replace dead vegetation for the life time of the mine. Watering of trees and shrubs shall be accomplished by irrigating with water from the mines dewatering process. the applicant as a condition of the permit must develop a ground cover grass stand with a wildlife value meeting specifications that require success before advancing further within the mine limits H. We ask that the Applicant file with the Division and be require as a condition of the permit a verifiable weed control plan that is acceptable to this South Cell adjacent land owners. I. In addition, this land owners property is elevated 14 feet above the proposed mine and is flanked by the mine for a quarter of a mile. To mitigate these weedy condition this land owner requires an earthen berm be construct along this property owner's northern border. The berm would be constructed of pit run topped with 18 inches of top soil, The height of the berm would be 16 feet in elevation on the northwest corner and progress to 20 feet in elevation to the east where an existing driveway exists on the property. East of the drive the berm would be 16 feet tall and progress to the east end at the intersection of Weld County Road 22 IA and Weld County Road 25. The north face of the berm would be terraced and benched at a 2:1 slope while the South facing slope would be 3:1. Seeding with chewing fescue would be necessary and a 90% coverage required. Reseeding shall occur until non erosive slopes area created. We ask that the applicant spade 6"and 8" diameter trees transport and plant 35 trees to be provided by this land owner. The trees shall be planted primarily on the southern facing slope of the berm on a "to -be -determined" spacing. Applicant would also be responsible for any permitting that might be required. Necessary Mitigation: This land owners property is elevated 14 feet above the proposed mine and is flanked by the mine for a quarter of a mile (1,468 If). To mitigate both the dangerous health condition and visual impacts this land owner requires that an earthen berm be constructed along the mines southern property border. 1. The berm would be constructed of pit run topped with 18 inches of top soil. The height of the berm would be 16 feet in elevation on the northwest corner and progress to 20 feet in elevation to the east where an existing driveway exists on the mine property. The berm would be 16 feet tall and progress to the east end at the intersection of Weld County Road 22 and Weld County Road 25. The north face of the berm would be terraced and benched at a 2:1 slope while the South facing slope would be 3:1. iii. The berm shall be covered with biodegradable straw mulch erosion control fabric. iv. The entire berm must be seeded at a rate of 65 P/acre with chewing fescue, Festuca rubra ssp. Commutcrta would be necessary and 90% coverage required. Reseeding shall occur until non erosive slopes area created. v. In addition, the applicant shall purchase and install 50 Blue Spruce trees of not less than 15' tall 6"and B" caliper, trees approved by a professional Iiorticulturiist, vi. The trees shaft be planted primarily on the southern facing slope of the berm on a "to -he -determined" spacing. vii. Trees shall be maintained and or replaced by the applicant until establishment a period of 18 months, and maintained for the life of the mine. Conclusion: These land owners object to the visual impacts of the applicant's location of the Processing Plant Area and ask that the permit be denied until alternative opportunities and constraints are adequately examined and the health consequences assigned a trigger point and compensatory damaged calculation. VIII, Objection to Noise Impacts: A. Background: For 25 years we have heard and listening to sounds of wildlife such as geese, eagles, turkeys, pheasants, hawks, coyotes and many species of birds. The Applicants proposed mine like others in the region will be "Noisy. Back up warning signals can be heard locally for 12 hours a day. The constant throttling of the heavy equipment is annoying and sickening day after day for 25 years. The impact of the noisy mining enterprise adjacent to the I in.dell's is objectionable and unacceptable, B. Necessary Mitigation: Back up devices on haul trucks, excavators, loaders, etc. should be equipped with backup sounds of birds, frogs, or other acceptable animals. These back up devices with the sounds of animals can be purchased and installed on the equipment and are OSHA approved. We request that the Applicant be required to purchase these backup signals to minimize the noise. in addition, this land owners property is elevated 14 feet above the proposed mine and is flanked by the mine for a quarter of a mile. The applicant must be required to install a visual, sound and dust control walls. Typically these walls range in height from 16 to 32 feet and can be installed on all four sides of a Mining Processing Plant Area as an associated visual fugitive dust, sound and visual control support system. The ENC's STC-25 modular acoustical and fugitive particulate and visual confinement wail panel systems. They are specially designed to effectively block related noise, fugitive particulate propagating into the surrounding environment and visual impacts. C. To further mitigate noisy conditions this land owner requires an earthen berm be constructed along the USIt Applicants northern border. The berm would be constructed of pit run topped with 18 inches of top soil. The height of the berm would be 16 feet in elevation on the northwest corner and progress to 32 feet in elevation to the east where an existing driveway to the south exists the Windell's property. East of the drive the berm would be 16 feet tall and progress to the east and end at the intersection of Weld County Road 2234 and Weld County Road 25. The north face of the berm would be terraced and benched at a 2:1 slope while the South facing slope would be 3:1. Seeding with chewing fescue would be necessary and 90% coverage required. Reseeding shall occur until non erosive slopes area created. We ask that the USR Applicant purchase 6"and 8" diameter Blue Spruce trees, and plant 35 trees to the south face of the berm. The trees shall be planted primarily on the southern facing slope of the berm on a "to -be -determined" spacing and provided water and care for the lifetime of the mine. IX. Objections to "Weed Control' and Proposed Reclamation Impacts: KOC'HiA A. Background: Sand and gravel mining reclamation contemplated by the applicant is weak on substance and timing. Each gravel mine in the area is cover cropped with weeds for years and decades. Typically, the kochia weeds are not controlled by the operating mine. Most mines in the region utilize a dozer, maintainer or loader to perform weed control by leveling and pulverizing the weeds within the mine perimeter, spoil pile or overburden pile. This method assures an annual weedy cover of kochia crop exposed aggregates and a weedy seed distribution in close proximity of the mine. The prevailing winds will cause dispersion of the millions of weed seed and interrupting this land owner and their 25 years of farming. The applicant proposes a boiler plate USR application response, top soiling and seeding at an exceedingly low rate when the mine is complete and demonstrates a carelessness that requires revision_ The applicant must as a condition of the permit before mining starts develop a smart track reclamation plan with specific dates, specifications and standards and fewer generalities_ Given the reclamation of the applicants mine is exceedingly important to the health, wellness and safety of these adjacent landowners, further review, requirements and restrictions and protections are required by the W indel l's land owners downwind from the pit. B. Necessary Mitigation: The applicant must be required to develop a living fence and wind block. Weed barrier cloth 16' wide must be affixed to the soil around the perimeter of the South Cell. The applicant as a condition of the mine before mining occurs purchase and install a dense living fences around of the South Cell (a mining area of 67.65 acres) perimeter. The living fence at a minimum would stagger 360, 15' tali Colorado Blue Spruce Picea pungens and 20,00016 cu. in. native Colorado trees and shrubs acquired from the Colorado State Forest Service Laporte Ave. Fort Collins, Colorado 80523, The shrubs 2,500 Rubber rabbit brush Chrysostamnus nauseous, 2,500 Blue Stem Willow Sal & error a, 2500 Peach leaf Williow Salix ore ygdoloides, 2,500 Drummond Willow Salix drummondiano, 2500 Box Elder Acer negundo, 2500 Woods Rose Rosa woodsii 2500 Golden Current Ribes aureum and 2500 Western Sand Cherry Prunus besseyii . The Applicant shall also employee the expertise of the NRCS to quickly establish, maintain' monitor, combat weeds and replace dead vegetation for the life time of the mine. Watering of trees and shrubs shall be accomplished by irrigating with water from the mines dewatering process. C. the applicant as a condition of the permit must develop a ground cover grass stand with a wildlife value meeting specifications that require success before advancing further within the mine limits D. We ask that the Applicant file with the Division and be require as a condition of the permit a verifiable weed control plan that is acceptable to this South Cell adjacent land owners. E. In addition, this land owners property is elevated 14 feet above the proposed mine and is flanked by the mine for a quarter of a mile. To mitigate these weedy condition this land owner requires an earthen berm be construct along this property owners northern border. The berm would be constructed of pit run topped with 18 inches of top soil. The height of the berm would be 15 feet in elevation on the northwest corner and progress to 35 feet in elevation to the east where an existing driveway exists on the property. East of the drive the berm would be 15 feet tall and progress to the east end at the intersection of Weld County Road 22 and Weld County Road 25. The north face of the berm would be terraced and benched at a 2:1 slope while the South facing slope would be 3:1. Seeding with chewing fescue would be necessary and a 90% coverage required. Reseeding shall occur until non erosive slopes area created. We ask that the applicant spade 6"and 8" diameter trees transport and plant 35 trees to be provided by this land owner. The trees shall be planted primarily on the southern facing slope of the berm on a "to -be -determined" spacing. Applicant would also responsible for any permitting that might be required. Conclusion: The applicants permit should be denied until that time when those items above are incorporated into the Applicant mining permit or the Applicant obtains professional help with developing a meaningful reclamation plan instead of a minimalist plan scheduling quantitative and qualitative performance standards. X. Night Lighting of the Mine Objection: A. Background: Lighting in the mine is a concern given there has been no lights in the area for 25 years. We ask that the Processing Plants Area plant night lights be contained within a walled installation blocking night lights. B. A walled containment system is required and should be required for approval of the permit. The night lighting is another visual impact that a walled containment system eliminates. Walled containment suppresses the mines processing noise impacts and fugitive dust impacts and causes better emissions control. Typically these walls range in height from 16 to 32 feet and can be installed on all four sides of a Mining Processing Plant Area as support equipment. The height length and layout of the walls are designed to contain light, sound, dust at the Processing Plant Area. The EtC's STC-25 modular acoustical l and fugitive particulate confinement wall panel system is specially designed to effectively block lights, related noise, and fugitive particulate propagating into the surrounding environment.. C. Necessary Mitigation: In addition, this land owners property is elevated 14 feet above the proposed mine and is flanked by the mine for a quarter of a mile. To mitigate these weedy condition this land owner requires an earthen berm be construct along this property owners northern border. The berm would be constructed of pit run topped with 18 inches of top soil. The height of the berm would be 15 feet in elevation on the northwest corner and progress to 35 feet in elevation to the east where an existing driveway exists on the property. East of the drive the berm would be 15 feet tall and progress to the east end at the intersection of Weld CounW Road 22 3c and Weld County Road 25. The north face of the berm would be terraced and benched at a 2:1 slope while the South facing slope would be 3:1. Seeding with chewing fescue would be necessary and a coverage required. Reseeding shall occur until non erosive slopes area created. We ask that the applicant identify purchase, spade, transport, and plant 35, 6" and 8" diameter Blue Spruce Picea pungens trees. The trees shall be planted primarily on the southern facing slope of the berm on a "to -be -determined" spacing. Applicant would also be responsible for any permitting, variance, easement or agreement that might be required. Conclusion: We object to the applicant's location of the Processing Plant Area and asked that the USR be denied until a sensible plan is developed. XI. Hours of Operation Objection A. Background: This mine site is directly north of this property owner's property line and shares 1,470 feet is a peaceful rural area along the South Platte. Allowing a mining operation to develop next to property the Windell's de ll's have owned for 25 years is unacceptable. The interruption of the Windell's lifestyle is unwanted and unconsidered by the USR Applicant. The hours of operation proposed by the Applicant are objectionable and unacceptable. B. The Applicants proposed mine work hour as a condition of the permit must be -F 7:00ar to 2:30 pm. The mine should be closed Saturday and Sunday. Special hours of operation should also be denied by the county. C. Necessary Mitigation: This land owners property is elevated 14 feet above the proposed mine and is flanked by the mine for a quarter of a mile. To mitigate the working hours this land owner requires an earthen berm be construct along this property owner's northern border. The berm would be constructed of pit run topped with 18 inches of top soil. The height of the berm would be 16 feet in elevation on the northwest corner and progress to 32 feet in elevation to the east where an existing driveway exists on the property. East of the drive the berm would be 16 feet tall and progress to the east end at the intersection of Weld County Road 22 and Weld County Road 25. The north face of the berm would be terraced and benched at a 2:1 slope while the South facing slope would be 3:1. Seeding with chewing fescue would be necessary and a 90% coverage required. Reseeding shall occur until nor, erosive slopes area created. We ask that the applicant spade 6"and R" diameter trees. The trees shall be planted primarily on the southern facing slope of the berm on a "to -be -determined" spacing. USR Applicant would also be responsible for any permitting that might be required. XII. Truck Egress and Ingress Impact and Objection: A. Background: Truck Egress and Ingress should be stipulated and required on Weld County Road 23 only. B. Ingress and Egress from Weld County Road 22 M should not be permitted. Currently the NCCI team enters the Processing Plant Area from Weld County Road 22 . All future ingress and egress by mining personnel must be prevented and stipulated as a condition of the applicants permit. C. Necessary Mitigation: Signs indicating No Gravel Trucks and No Gravel Personnel Entry must be posted in both directions at Weld County Road 22 1,4 and similarly on Weld County Road 25. Finally, we are asking that Weld County Planning to incorporate and stipulate the Necessary Mitigation identified above and curtail fugitive dust emissions. Please also note that all of these concerns and objection could be mitigated with a modular wall system currently being utilized in the oil and gas industry. It's very difficult to accept that our rural lifestyle can be taken from us and that our health and senesces can be impacted for decades. Further, we respectfully ask that Planning stipulate as a condition of the current application an incorporating of the Necessary Mitigation identified above into the USR. We ask that the Planning limit the impacts of mining for these effected landowners. We seek a lung healthy alternative. Finally, we respectfully request that we be able to modify our objections and participate in the process. [3rsaclley i ell Trust and Heidi (5 Hynes Windell Trust 11044 Weld County Road 22 372 Fort Lupton Colorado 80621 Attachments: Harmfully Dusty Conditions at Active NCCI Pit Hello