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Home My WebLink About20231508.tiffEXHIBIT INVENTORY CONTROL SHEET CASE USR22-0018 - LOVELAND READY -MIX CONCRETE, INC. Tyler Exhibit Submitted By Page # Description Planning A. Commission Resolution of Recommendation Planning B. Commission Summary of Hearing (Minutes dated 5/2/2023) C. Planning Services 3 PowerPoint Presentation Pauline Denning, Surrounding D. Property Owner PowerPoint Presentation depicting Weld County's E. Public Works 47 preferred haul route #2 (received 6/7/2023) Email regarding opposition to proposed USR 46 (received 5/11/2023) F. Applicant PowerPoint Presentation depicting Loveland Ready -Mix G. Public Works 146 preferred haul route #1 (received 6/7/2023) Merlyn and Kathy Henry, Surrounding H. Property Owners 57 PowerPoint Presentation (received 6/7/2023) Letter regarding proposed haul routes 171 (received 6/26/2023) I. Planning Services 172 Memo requesting continuance (received 8/25/2023) Town of Johnstown memo, dated 6/28/2023, regarding J. Planning Services 174 potential haul route improvements (received 9/6/2023) PDC Energy Traffic Impact Study for the Mountain View WOGLA Pad, referenced at Loveland Ready -Mix K. Planning Services 176 hearing on 6/7/2023 (received 9/6/2023) James Martin, Surrounding L. Property Owner Letter from Loveland Ready -Mix to CDOT regarding improvements to State Highway 257 M. Planning Services 272 (received 9/6/2023) Dave Terrell, Surrounding N. Property Owner Susan Staples, Surrounding O. Property Owner Email regarding opposition to proposed USR 270 (received 9/6/2023) Email regarding opposition to proposed USR 279 (received 9/6/2023) Email regarding opposition to proposed USR 281 (received 9/6/2023) Memorandum regarding continuance, and supporting P. Planning Services 283 documents (received 1/9/2024) Memorandum of updated case timeline, map and cost Q. Planning Services 372 estimate of haul routes (received 2/27/2024) Email from Johnstown Town Manager regarding R. Planning Services 375 proposed haul routes (received 2/27/2024) 2023-1508 Memorandum addressing applicant's questions S. Planning Services 377 regarding the Resolution (received 2/28/2024) Map of proposed haul routes used in the hearing T. Planning Services 379 (received 2/28/2024) U. Applicant 380 PowerPoint Presentation (received 2/28/2024) Memorandum with proposed language for each V. Planning Services 444 potential haul route (received 2/28/2024) W. Planning Services 453 Weld Intersections Crash Data (received 3/5/2024) X. Y. Z. 2023-1508 USR22 0018 Applicant: Loveland Ready -Mix Concrete, Inc. Planner: Kim Ogle Request: A Site Specific Development Plan and Use by Special Review Permit for Open Mining (sand, gravel and stone), employee and equipment parking associated with operations outside of subdivisions and historic townsites, in the A (Agricultural) Zone District. Legal Description: Part NE1I4 of Section 3, Township 4 North, and part of the SF114 of Section 34, Township 5 North, all in Range 67 West of the 6th P.M., Weld County, Colorado. Location: North of and adjacent to County Road 48.5; west of and adjacent to State Highway 257. WELD COUNTY, O s ro ertY,' will kite heard helole to Twigs 'Lon -error ig counlwl Planning ccamlrnissifci. and D'oErrd of Colurrty t `,orn"111 Iofler5 Both f aririgs will be hid mi WELD COUNTY ADMINISTRATION BUILDING 115►0 "Q''' Street * Greeley, Co 80631 planning Cu1P►rli.c,iti3On Kearrlg Will belei.;1 on Bnar i :Jr lurrY;I CIlrn irr1 •1f4f'let hearirlg will tii3 nerd on 2024ar EP:6044s & r',F1jluc:art. Levels nil Rcatiy>Mix Concrete. Inc. _ s;tr4 5peekti, : Ue..relo,pmoont Plan and Use by - Special Review Perrnlct., uSR22-0016, fns Open — toning (x.anc,9, gravel and ston4fl and employee and eclltiprnfinl parking ageWC I ateid with operritinn% oub,l1cin cif suhdivi_isions and hi itv'rac tc'a'msitps, its term A iAcirtcultufal) Zone 171 t;trict Case Nurriiier- R2U1rl r 41 •+..Yr..!i„71:11 11 ilt 411-i 11001 •.41'111 ':.,4C, 1I�5_I115.46 R�►.dir r- w . Yl:riterrorg this pr Narrly rr:, Ffsh,',Ietrn Nrt Coi 'ty Pilanlni lr►-r,'tr-351:n ani t oarn n' Gdur?V C:nrnrtisstonerz Roth I Iif:W;Il WELD COUNTY ADMINISTRATION BUILD IV'JG 11150 '"Q'4 Street • Greeley. CO 80631 P4-lnrr 71 I__ij it. 4"477-17 42,7:::0.44 4.:-.-Ir'.dr TI,''dr _ IY'n' 9 1•-41 :: '- M I:4 1r 1. Site Spt:;Vit. l'it'o(d::: 1r nt Pl*l•t and Uium ciY iaeclatRYie'view F'!rrtl:t u5Ft2t-IX193, -tor Overt, MIi Inq c%aria, grar'ef aria taint l and WItIPt?yes! end Iaqulumcnl parking ;•4~+-Y:lared %relit up.:raiIYa1lts atiside of 5ubIiivi>..tt3t13 anti 'llcrtOrk tu'.k'rv: in* Xi "Acrecuttv.nIf Zone I11=-1 rI iR.;!::4 -111_11.44 tit f.: '1'_' 'It 4:4 i1,441 44 rr 1g =1_x:11 =►-7 11117. ca lA 1't 441Pi _ _ P I -IF ''VF 17 +/P+/Pi 74 I it Ill: t4, ::'I 'Are.I :.It N LARIMER I U •1- t • Ce USR.22-0018 Loveland Ready -Mix —tar -lifl--litirnar- C) s ..ic•r 11 CR42 FC CR WC RA0' re Ire' ti �, -FELLER'. p, BO [ RIV E 'DER I -4.1 I- WC R- 38 F+r d.,J r! I A' II as 0 L- __ r._ In • VACR 4U MEAD Ceri-'•- ti t) r • • ti_ SSSS r _ . I rice . •- •, .rr U • r Lt_ • r 4 W • • ;r WCR -...__ _-_ I CZ CR 51;R 50 �f60 c =ors- r.� rte_ W'CR48:5 ;Let x`257 a 2,4722°-;irc J. 54 W CR' •1 r tri i -LWCR 46- WCR 44 Jr v3/ iy Eeish • C r I W�CR. r •r re WCR 44 I/VCR 44 __;: Ti i5i111) Le) Uj y ' le - die II ( L,Rr_ _"—r62 25 loo , NC R 54 —W,CR, 52 -- l isI L I I -0 v, r r rim < L a a ■ a a r O R EELEY L LL ELI 34tIfi'S it " palcjoktkitieadtk,___. — � % O its, Cif ._.7,arl: IR v { .� ,rn 2 :_ gif+ +. ; . _ l-_ r MILLIKEN uy,r et r'7 Si nil re U if • y. I -WCR42 ■ 42 _ I WCR 4115I I I I �-- CR40 --�- I b,e, I U, rie _±Uri s I WCR-42 I GILCREST rwCR-40 I ' WCR_ 35.5 —r r 41 WC R.46 le— efl Pre ce 43 '4 L El fith" St es ID! Li 41P esit1/4 49th $.:tsre- R. 52 AnealeCirear- rleTurt1/47/.5-a;1-----rientsc.: FOCCI - -11AC R \Sera: 1.!Ari:;-- LLE 50:5 Et 85 WC R 46 et in tai 46- ce • Nik E-2 Oth St CC in Ce cb evN ce 1261:014 Tick ,lad el- SSS Ola SIP 0 WELD COUNTY, i nth Si 09C -1e S4 �- Johnstown ba O z au CD US 34 Industrial Area LRM Dunn Pit % tip 444 ty 0 o v % Employment Uses f Business Parks, t1+1jor Employers Industrial Uses industrial Parks. Major Employers Natural Uses P'arkiands, Open Space Sr: V IERANCE LAND USE GUIDANCE AREAS* *Land use areas generated from an analysis of Topography Data, Transportation Features (Rail, Highway. Airport Access), Areas of Ecological Significance, Commercial Gravel Deposits. Floodway & Floodplain Information. Hydrography (Canals, Ditches, Draws etc), Regional Features, visibility and existing Regional Uses_ -wr fiIvpiaE 4th,St'.- j lefistRt ,09 ar 4)45 J� I Commercial Nodes •Pramv.jrcw Exton Sinn ---.jSpecial Uses LNC, Aims, NCMC, Downtown Multimodal Corridors Planned transit corridors L4\ 5'L1_LE- F'.h 5: m „ Shl _ a_� lle LONG RANGE EXPECTED GROWTH AREA (LREGA) Area within which t h e community expects to grow within the next 20+ years. Subject to Cooperative Planning Areas and IGA's. Updated voa annual Capital Improvement Project (CIP) Assessments So • 'a*1::r< 52 1 TRANSPORTATION I,S► U.S. Highway °Nue State Highway iI Major Road asposita. Railroad WCRM LQteSCR fs"4 I- 34tsrl . R NE:,'G+ fVLk( Ud Water Features C reeGreelev d V d ma Aft pkiifrt*i c data vilirdiejittad arum seriel photographs dated r'yt 2005 Updates are oonbnuaf and dale represeatatbns we)? change veer time Pus prodr&ct is not nec.Ssehly aCturisto tt3 cog 1edrrng cc sinewy seer atdS but does meet National Aspp+ng Acc4iracy Standards ity'MAAS). The Inferrlat co/lamed warm this doclinve P not ulend0kf !, be used icy the, preparation ofcon stwo Non dclurne is NRlbr nabor1 aon4wned on doss tionfifler!i t*nwn The pcc arty ofthe City of Giveiete> CoNtnirl3C V MAO° cf Me tap without fr€ '.bran Reymann er Ifs atlyct Gl+►!a►v w crrcr 4irte0 WELD COUNTY, CO Loveland of 'V... Berthoud Johnstown Future Land Use Regional Park *Gateway Future Traits Activity Center Lakes 100yr Fbodp lain Future Land Use Agrrcu itural Overlay a High Density? Intensity Pdturn Density Inbenskty Low Density! Intensity Wry Low Density/ Intensity Greenway Growth htanagornant Aru+a 44 • 2021 JOHNSTOWN AREA COMPREHENSIVE PLAN _ MAP 7. FUTURE LAND USE MAP (Source: Logan Simpson., 2021) Greeley m�T Mea U Milliken Dunn Pit Johnstown Regional Park Gateway 'U Future Trails C."Activity Center � Lakes 114 Future Land Use 100yr Floodplain Johnstown Boundary County Boundary Date :10/2112021 Future Land Use Agricultural Overlay CP High Density/ Intensity Medium Density/ Intensity Low Density/ Intensity Very Low Density/ Intensity Greenway Growth Management Area 0 0.25 0.5 1 Miles WELD COUNTY, I t P 1. 7 R 46 CR 54 at_ eil ge L. NR. ast 7 • I • • Fae,: _col nail N te V re-- i FRAMEWORK PLAN Town of MitLiken nej Municipal Boundaries Urban Growth Area Influence Alva Residential Estate Residential Residential Neighborhood Conimercial/EMpl meet Commercial/Mixed Use Node Corn Lyle rcial Mired Use Dow ntown Business/industrial Public/Open Lands Urban Reserve Agriculture Parks and Recreation Gre a nwaty Public/Quasi-Public I VitCR 52 I jOH N ST SOW N ELECT " 220 LINES k. MI III LI SE.-i LS 1 I % AIRSTICIPJj 1 1 56. U SR -1277 L-: ti ti •rev' -.'ti ti • r H ER. BAL •�: r, •ti.. ti PRODUCTS P O ESSI l •1-I' U SR -1706 iir NATURAL GA 3 PI PELT N E - "I ISJ 'W at 'W SUP -76 FEED LOT - WCRI52 1 1II 1 1) ■ 21 1LI 3R18-12 -1791 MINERAL RES. DEV.- OIL & GA S U SRIi OO16 IT NAT U P 4 L S PIPELINE a LISR-111 83 GAS LINE' �r 1 r • 1 `1� —^r— .ti 'I 5 W CR 50 Its ti I, i e-. 5'! U It< Ri8- I 4g. 5IA, CR48.5 cgrathalrerall J 5, 43 • • %• :' - t• #IP le.y y lit, �'4y'�', �}'�f- Q: Li i, _ter - .••,., _ i /`,` .C.t 1 I ti I rif r 4"rt% tit \ �'. 1 ti -.- -, g - - ,. 1ti11 C'1 5 l _ at tI i H ' r 116 3 fei I �Jr 4 tiY -4/ •1 1— erns i " Ct'n.• es :c.:16rtt.t. .„, ;y k � � 7•t I C. ?JZ IL r • r_- '+ I N- N. ass. �y t 57 7 57) ;fejt \ am. NI INamiss •1 Mg I I, (25 }� •l WELD COUNTY, Ir,r i `-eiLr•-4..4t{ u COTTONWOODS 1:4_00 R 067W T GC -4N R 067W ""n"-"*"*"'"--" ''..i H...• 01J tJ B 1 I It DI N G ��. J u NATIVE PASTURE GRASSES & MINOR WEEDS rf..,.f. r1 �'7d1�.rrrf� ih Z.Tiffi:f are OILAND ORS WATER RIGHTS STRUCTURE WELL LOCATION TE•LECOMMUNI ATICtIS NATURAL GAS LINE OVERHEAD POWERLFNE - --- ;PATER LINE Or ROAD 000 FT Of FSE1 ii" ZZt 20OFTOFFSET ,yG1IVE MINING CELL -rime, IP PROPERTY BOUNDARY SCALE MI FEET info " MILD MSC u*,* ACR6Rrr 1 NM list MI D CaWtrY V1tf!'r w/Y rail ei awrara Plan !uu rwa V 4I0M .e caw raanu n OW MC EXHIBIT C4 ADJOINING LANDOWNERSHIP AND EXISTING CONDITIONS MINN PIT WELD 00LINTY. L0RADQ IEEESIC .... F..\•••.. at/ulna .M Ili a WELD COUNTY, O LEGEND 4700 EXISTING CONTOURS PROPOSED CONTOURS PROPERTY LINE EXISTING RIVER OHW71 EXISTING GRAVEL ROAD EXISTING EASEMENT sktt Ci 15-2D AC 4 ;sr EXISTING RIGHT-OF-WAY EXISTING GAS LINE EXISTING OVERHEAD WIRE EXISTING WATER LINE EXISTING TELEPHONE EXISTING FENCE LINE EXISTING COMM_ LINE C3 70-75.9 ACS C-- Cl N'3 35-40 A ACTIV E C B.L. -,1 Ci Cl C1 1 C1 cum C3 c INCRalarrAL TOTAL MINED MINED AFtE.A AREA (AC} (AC) 0 400 SCALE IN FEET COORDINATE 84(STEM NA0 63 001.OIRADO STATE PLANE, NORTH ZONE us COOT 114CRIBd1 ENTAL O'J IMEURCEN VOL LFi1 E (YD') 13017 I WPM ENT J�.L INC REM EtTAL CiI#{?6V EL VOLLL1Eq'YD) GRAhta_ WEIGHT ( TOTS) 157,020 251232 130.178 208284 115,503 232,949 205,-573 328,917 205.724 330,759 209,830 335,728 224,537 359259 174586 279.338 180,542 288,867 CUM aATVE GF1V B WEIGHT (TONS) 459,51€ €92r4€5 1,0211,3aa 1,3.52,141 2.047,127 2,326,465 2,615,331 2,.913,166 3,234,615 3,537,22# FRODIIC'T1ON YEARS AT 9C Cf INCRSI ENT 230 46 Y I 676 844 10.24 11.63 1308 14 57 16,17 19.,14 20.81 FIGURE MINE PLAN ULTIMATTE. 0 rsottct- x#103, PAr: 211, 41,202,17 TT P EFAINOMY TELESTO 11Ol111IOIf= PJ1 C 6IRO11NT[0 WELD COUNTY, CO t!I I N . •I^' S:,tniwh5EEf METL.NiD 4740 4790- 4740— 1 tESt'J STATION (FT.► - snl TWzi vst w mvl�► �.K1CO- WES • ft'L.$fRsF5ntat pcca wpm V•fi,pPelt* VIVO DIG i1F►P &i'tawvt STATION 417 47W- 4720- r►seoa cts ;va't SECTION D-CY ✓I' DnGR{►b1ED 6PAJri&ER STATION AFT SECTION E•E' flrtPura Fri tv.' :a.aill nill CArtasaa - MO' 1= Cyr L ttii u bI%tvvMl STATbN SECTION F -F' il�ltrrct(E STATION in -4750 E4740 47 b 1+Z$ 4750 — 4140 anti LEGEND; NOTES 's?l tth} CGtBNH,IRs PRapcem CC/Mafia • —r — ._...__.sue PR 41ri.thcw'i Pf,(►EWYiI.tiE Ev Woe, 4hEO CMM ' tAiSrur, ORA'41 Caani) Meatti £*ESrt►h1 RtoMT•OF-40 F.Ci'NG lisS Lit DAAV, OAF MAC Yi F. F.s! tl) &ern I. Pt EA GING TELeiCitIE EmStItX "ENCE t tiE itaits Q%IKJ 1IWA Ex02sttlw dItia FNi5'ECL6R$ itMMuM a 6RC4t>Mm tin ra OX.Fitit:TE$A.i'iT EW Nacf3 C$I,3R100 *'tent PI.M*E REVISIONS OE C»IIPTIO l a . F OR FEve.w A Frei 0RM5 AFF P.:44 rams IttMtvv _ • - I - I "Fun 'NOW lir ne4 My .AG Pfro Ecr it cmcottri WI III !MA/ELAND READ* MIDI - OWN PIT EXHIBIT F-3 RECLAMATION PLAN ULTIMATE Agra IMBIO11416R- 3 itItEPAPEO BY - T E L E S T Q .Tl....•./r1■ 4.••• WS tit PREPARED FOR a S WELD COUNTY, u F.• 1 I DAXASIA1 47tOUT+gri; e I 3173000 ROCKY JUMPER "Mart Scitkruslt UPLAND SHRUBS 21 Plants PIA av+ne's ;pier NAnterfat 72 Monts 2ft enwrap spew" -;;;1/2c116 1 RIPARIAN SHRUBS •^1marisa, Plum 12 Piton 2#b cramp sperm' $ sn. Cuertarte IS Pleats 1.6ft auerote sparing 21 Pta,Kj r•Jr't evtteie !swim 3174000 -rrcc7 Coyote Via low I2 "sett a 1 Street j N cighbashoad POTFNTLAt SPICE FOR RECLAIM A.i'MON Ax cas Natural t _m m:- him. Scientific Name tttt5} 11P[ANO ISMS I lypeestotentA y Cortebet Census pan; tsp, Warp. Areal Comm=II tat & MOUS Sawa Ma OMISSIONOtiettIOUSTOthiplpia1 tom nodackas dotgn 7spreatra' I Sand Many Comm m testaamrpa our C1ak Ch sathrr nai nauseam I abbitrush CHINSarertun lcodaS4ft}8rr r+�Irrw9rlSldsatttPle}+ 1Ybtpleaeanasarss illilea$1041ORGf]uwstll ^4!,'1I_l'I.1i IIli it � Writeiltit Craws' mos-denims, rrcAsa" ,415,i,4ilcsetnaasFteet Tab* l tetwit. Prrhplrrllotdettloribuntta SOW.. .. Mad Milani Y1 J Rites annum lafroth Pdbite tlenti.160,91,12CtIdiantdi% Winter nHS berry MASANtits PlItharb1.^,2•Thrie:5 Callmrnrr�gd $ afl f* $ 4Artatis Sttubbvdmtut}sI! PAINS a•Sptr`Snav✓ Ath/Aae4Piunt OYInsttnmow OtisHIM PIMP ikor r.amidrneassr WO r wu•a-rranit :n7wtann) iiISMS 'f Pirepot errina9 t tp nut - - - UNDISSPORYOWICUOus tniSla*itn'r _.. OE PtrpsNadttita+fssvat, ttPariihta MesIlan�nss*NaPeeny Paean vittnl►evvar.ne*Iinopepl plays catt trnood eteduniMM AmNaalseritardiflcra --t- Puma anericna Matsipinat 10:0pelneun Mlnujt#Jl; l AreMton My! RatasMoothil Wages rest tackyMountain Ansper Sailaarlygdretkt twet Wit "?e ae•vJNrNwelbw ••1ibwallow, avapteat vim Irmo Mors penderasa - Para term tine Sails IIg4Ita1I oalolauoutSiaia1 Pa I Irafinnsij sYLIUao Sop' F uaugsuRyi **ate' SaraCh/arry SpWnEpeaiaau Rocky Mhsr4atnSumac _Camtie6owerettt Pertie tar itt PIMA &bra dtmollna Mebret a sInfe wea4 tett e tBbn man %titSulsoCurrant CUM Wirt Norma DISCI; par<Iv%h 3176'000 igamerigiVat 3c -Hurt 3111000 400 1 N SCALE IN FEET 3117000 RIPARIAN SHRUBS GROUPING UPLAND SHRUBS GROUPING Pt1ON - JUNIPER GROUPING DECIDUOUS GROUPING EVERGREEN GROUPING RECLAIMED POND PROPERTY BOUNDARY SURFACE TOPOGRAPHY OFT INTERVALS) r�- FUME. MATURE SIZE ,air. Ptl4N?)iN6/NURSERY si STOCK Planting Note 7' Stoke plantings per nursery recommendation Planting depth per nursery retommendation Dress may be bar* root or ballad and b untapped Over axcawate planting halo 2x diameter root boil Preferred deciduous tree plantings: (° Sur Oak a• &Ards elm c. expresso Kentucky Coffee Tree d• Western Nackbberry 5/se of nursery stack a- Deciduous trees - 6' - 10' tall b • Ponderosa Pine - 3' - S' tall c • Pilian Pine a 2' a 3' tall d• Rocky Mountain Juniper - 2' - 5' tall a- Shrubs - 3 to 5 gallon root ball tia-n/a /rrrgetaon Notes: r eet✓s rrtt planted betre mining ilegils 2- Pri,,o irrigated ash* grave/ pit wef permit 3- Wetland twgeeirtlorr and ban* reclamation, toll occur Bona rretlt/yr with miizehy Matti ) Coordinal e Syc4r-t NMI 1983 Steteilltlw.t Cited* Mortis TIPS %0P F FIGURE 1 TREE/SHRUB LANDSCAPING PLAN DUNN PIT. LOVELAND READY MIX P.O. BOX 299, LOVELAND, CO, 80539 atraatIrti TELESIS a!ae1tetYr+ '- •! \ • • ♦ • .t n Inwarl teems Oa. au.i:ve sairioac WELD COUNTY, WELD COUNTY, WELD COUNTY, View from SH 257 Lookin WELD COUNTY, WELD COUNTY, View from SH 257 Looking northeast at im:1ctments north of UPRR Track WELD COUNTY, O i J • V ' tit .ITV gnMr � ar�Sp.a �sF, �� 3'c�.� �� -�► �' � .. �� s 3N - �� _�� i'3T } •S Anneelelljarg 7:a901 it--: , ' It. 14 WELD COUNTY, WELD COUNTY, WELD COUNTY, CO CO ,•te k 1i. a; i.0 fit. n 1�atilep '� k. t y�¢i of .� �{,,. �` .�f `-. ': . • r ` `3 't _ .. .� t,I +r View Iookingsou.thwest across proposed _Dunn pit at residences on County Road 48.5 WELD COUNTY, View looking northwest across propose WELD COUNTY, View across SH 257 Looking west onto County Road 48.5 WELD COUNTY, Residence located south of County Road 48.5 Si' . t . ,4. Slit/41:i.; rilliell . .11 • ii..7 iir . C... 41,11:1:.1):\ .4 a .: • . r., - t .t• .,M , Crag -t WELD COUNTY, sidence located south of County Road 48.5 WELD COUNTY, -Residence located south of County Road 48.5 WELD COUNTY, sit Residence located south of County Road 48.5 WELD COUNTY, WELD COUNTY, WELD COUNTY, WELD COUNTY, WELD COUNTY, %r- h.jiL. -tee!). • , • i's: _ AN_ SANS AND GRAVEL RESOURCE Future Mine Site, LOVELAND READYMIX CON ETE • IF y • • w -70 ^• • - • �yy s -Aar it i . `aC aits, s)411,4 I� a!" s �3 t� ♦ ` _L ; _ C �-P Lam^^,— ' l a t 1 l • 4 • -04 it lit :1 WELD COUNTY, View looking east on County Road 48. WELD COUNTY, 4111* qpi View looking west on County Road 45 toward County Road 17 WELD COUNTY, View looking west on County Road 48.5 toward County Road 17 } • S. •- . yt. 440 IP WELD COUNT"'', CO I -.. i. Y� _ D I g iti:ciesI4 lee I . ilit ii la Oilli% ar • }y �J• i t..•••' • t _ tr i MM View looking west on County Road 48.5 toward County Road 17 WELD COUNTY, CO View looking west on County Road 48.5 toward County Road 17 WELD COUNTY, CO Y� YY �, list • _i } 5•i . A f jy Y� ^M 5••. _ •.L# •1 F + [ fi r r i r Rll ti. .. i _T— •n'rc J y Y ♦mot A , 4 fie.'• ) _ - A[ _ • `{4 I • I a i .. . e �ri J Sys • a - sC • • ' • . • A: • • • • • • i ; M_ . WELD WELD COUNTY, CO IA - - '- _ f-• r -S. 'c a �• . 6.t Vi-ew #room Caun= y load 4& 5.6lodkin.g south County load 17 - WELD COUNTY, O r • • . 1 WE TL. A N D► JPLAND SEED MIX GCcrJrnon Name - Hs LIE 1 A r Western Wheatgrass 10 0000 Alkali grass 0.5000 I.0000 0.7500 2 2500 Alkali Seaton Blue Grains Bot'lebrus11 Squrrrellail _ Canada wildrye 3.0000, Inland Sattgress 0.5000 0.000 0.000 IRANII('RE; LM.T WETLAND SEED MIX i - MEL.. R ilk I h'. A Alkali Bulrush 15.00 1.50 Canada Wild r; a 15.00 1.50 Sw.ltc-hgrass 15.00 1.50 Indiangrass 12.00 1.20 Prairie Cardigan 7.00 0.70 Soft Stern Bulrush 6,00 0,60 Three Square Bulrush 6.00, 6.00 0.60 0.60 Hardstem Bulrush Nebraska Sedge 6,00, _ 0.60 Creeping Spikerush '6.60 0.60 Baltic Rush 4,00 0.40 Woolly Sedge 2.33 0.20j WETLAND LEGEND RIPARIAN SHRUBS GROUPING UPLAND SHRUBS GROUPING PIFION - JUNIPER GROUPING DECIDUOUS GROUPING EVERGREEN GROUPING WETLAND GRASSES RECLAIMED POND PROPERTY BOUNDARY BANK RECLAMATION (UPLAND SEED MIX) SURFACE TOPOGRAPHY (5FT INTERVALS) CooNima Ware) NW I5B$ Cae %s Henn FIPS 3EJI f r 'I FIGURE 2 SITE LANDSCAPING PLAN DUNN PIT. LOVELAND READY MIX P.O. SOX 299, LOVELAND, CO, 80539 tae TELESTD 2;17:-u: _l 317000 3176000 3116000 WELD COUNTY, u F.• 1 I DAXASIA1 47tOUT+gri; e I 3173000 ROCKY JUMPER "Mart Scitkruslt UPLAND SHRUBS 21 Plants PIA av+ne's ;pier NAnterfat 72 Monts 2ft enwrap spew" -;;;1/2c116 1 RIPARIAN SHRUBS •^1marisa, Plum 12 Piton 2#b cramp sperm' $ sn. Cuertarte IS Pleats 1.6ft auerote sparing 21 Pta,Kj r•Jr't evtteie !swim 3174000 -rrcc7 Coyote Via low I2 "sett a 1 Street j N cighbashoad POTFNTLAt SPICE FOR RECLAIM A.i'MON Ax cas Natural t _m m:- him. Scientific Name tttt5} 11P[ANO ISMS I lypeestotentA y Cortebet Census pan; tsp, Warp. Areal Comm=II tat & MOUS Sawa Ma OMISSIONOtiettIOUSTOthiplpia1 tom nodackas dotgn 7spreatra' I Sand Many Comm m testaamrpa our C1ak Ch sathrr nai nauseam I abbitrush CHINSarertun lcodaS4ft}8rr r+�Irrw9rlSldsatttPle}+ 1Ybtpleaeanasarss illilea$1041ORGf]uwstll ^4!,'1I_l'I.1i IIli it � Writeiltit Craws' mos-denims, rrcAsa" ,415,i,4ilcsetnaasFteet Tab* l tetwit. Prrhplrrllotdettloribuntta SOW.. .. Mad Milani Y1 J Rites annum lafroth Pdbite tlenti.160,91,12CtIdiantdi% Winter nHS berry MASANtits PlItharb1.^,2•Thrie:5 Callmrnrr�gd $ afl f* $ 4Artatis Sttubbvdmtut}sI! PAINS a•Sptr`Snav✓ Ath/Aae4Piunt OYInsttnmow OtisHIM PIMP ikor r.amidrneassr WO r wu•a-rranit :n7wtann) iiISMS 'f Pirepot errina9 t tp nut - - - UNDISSPORYOWICUOus tniSla*itn'r _.. OE PtrpsNadttita+fssvat, ttPariihta MesIlan�nss*NaPeeny Paean vittnl►evvar.ne*Iinopepl plays catt trnood eteduniMM AmNaalseritardiflcra --t- Puma anericna Matsipinat 10:0pelneun Mlnujt#Jl; l AreMton My! RatasMoothil Wages rest tackyMountain Ansper Sailaarlygdretkt twet Wit "?e ae•vJNrNwelbw ••1ibwallow, avapteat vim Irmo Mors penderasa - Para term tine Sails IIg4Ita1I oalolauoutSiaia1 Pa I Irafinnsij sYLIUao Sop' F uaugsuRyi **ate' SaraCh/arry SpWnEpeaiaau Rocky Mhsr4atnSumac _Camtie6owerettt Pertie tar itt PIMA &bra dtmollna Mebret a sInfe wea4 tett e tBbn man %titSulsoCurrant CUM Wirt Norma DISCI; par<Iv%h 3176'000 igamerigiVat 3c -Hurt 3111000 400 1 N SCALE IN FEET 3117000 RIPARIAN SHRUBS GROUPING UPLAND SHRUBS GROUPING Pt1ON - JUNIPER GROUPING DECIDUOUS GROUPING EVERGREEN GROUPING RECLAIMED POND PROPERTY BOUNDARY SURFACE TOPOGRAPHY OFT INTERVALS) r�- FUME. MATURE SIZE ,air. Ptl4N?)iN6/NURSERY si STOCK Planting Note 7' Stoke plantings per nursery recommendation Planting depth per nursery retommendation Dress may be bar* root or ballad and b untapped Over axcawate planting halo 2x diameter root boil Preferred deciduous tree plantings: (° Sur Oak a• &Ards elm c. expresso Kentucky Coffee Tree d• Western Nackbberry 5/se of nursery stack a- Deciduous trees - 6' - 10' tall b • Ponderosa Pine - 3' - S' tall c • Pilian Pine a 2' a 3' tall d• Rocky Mountain Juniper - 2' - 5' tall a- Shrubs - 3 to 5 gallon root ball tia-n/a /rrrgetaon Notes: r eet✓s rrtt planted betre mining ilegils 2- Pri,,o irrigated ash* grave/ pit wef permit 3- Wetland twgeeirtlorr and ban* reclamation, toll occur Bona rretlt/yr with miizehy Matti ) Coordinal e Syc4r-t NMI 1983 Steteilltlw.t Cited* Mortis TIPS %0P F FIGURE 1 TREE/SHRUB LANDSCAPING PLAN DUNN PIT. LOVELAND READY MIX P.O. BOX 299, LOVELAND, CO, 80539 atraatIrti TELESIS a!ae1tetYr+ '- •! \ • • ♦ • .t n Inwarl teems Oa. au.i:ve sairioac fU Jessica Reid ciihject: FW: Ready Mix Gravel Pit From: Pauline Denning <PAULINEDENNING@msn.com> Sent: Monday, May 1, 2023 10:03 PM To: Ask The Commissioners <AskTheCommissioners@co.weld.co.us> Subject: Ready Mix Gravel Pit Caution. This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. To whom it may concern, I wish to add my voice to those of my neighbors regarding the Ready Mix gravel pit planned for an area adjacent to the Mad Russian neighborhood in Milliken. I attended a meeting with Ready Mix and our neighbors. It was perfunctory, but it was obvious that our objections are not going to move the Ready Mix owner to search for an alternative site for a future gravel pit. I have several objections to the project which I know that the commissioners will review: • In addition to the loss of wildlife and the all the dust and noise that will become part of our daily lives for all the years Ready Mix plans to use this land, I also worry about the danger of adding more traffic on an already busy and often dangerous Highway 257. Large trucks already are a hazard as they often exceed the 65 mph speed limit throughout the day. The addition of yet more large trucks hauling gravel will only add to an already dangerous stretch of road. The houses that are directly adjacent to 257 have proved difficult to sell due to this nonstop traffic noise. Additional truck traffic will only add to the woes of those homeowners. • My major objection is the additional decrease in property value of all of our homes in this lovely neighborhood. While many of us put up with traffic noise, we have an unobstructed view of Long's Peak and Mt. Meeker that is a decent tradeoff for the noise. Our view is enhanced by beautiful trees and pastureland in the foreground. The projected gravel pit will replace the trees and pastureland for the years -long life of the pit. No one wants to look out on a gravel pit for the several years that Ready Mix will be extracting gravel for its product. Most certainly this destruction will result in a drop in value of the homes that border the pit. • Ready Mix promises to return the environment to its original state, but not for the multiple years it plans on destroying what we currently have. I have no doubt that I will not be the only homeowner to sell before the project becomes reality. I hope that the commissioners will take into account these concerns of the homeowners who will most certainly lose value in their homes. Surely Ready Mix can find another site for another gravel pit similar to its current one that does not closely border neighborhoods like ours. r:_-^erely, line Denning 2052 Birdie Way Milliken 1 RECOMMENDATION: THE FOLLOWING PRESENTED HAUL ROUTE HAS NO MAJOR SAFETY ISSUES IDENTIFIED AND UTILIZES EXISTING DESIGNATED TRUCK ROUTES. STAFF RECOMMENDS APPROVING THE PRESENTED HAUL ROUTE FOR THIS DEVELOPMENT UTILIZING PRIMARILY STATE HWY 257 AND WCR 54. LL L I1iihiScSiISSitN i 1421 ti Li 50 1 { APPLICANT TO PAVE WCR 48.5 FROM ACCESS TO HWY 257 INTERSECTION OF N WCR 48.5 AND HWY 257 FATAL=O 0 INJURY= O �i PDO=1 SPF TOTAL: SPF INJ/FAT: EXP=0.23 EXP=0.18 OBS = 0.23 OBS = 0.16 r,°rI'' CR 48.5 ) HWY257 - SPF TOTAL Type: Intersection Details: Map Boundary Search From: 1/1/2017 To: 12/31/2021 cv Fun 4-4 0.4 0.3 0.2 SPF = SAFETY PERFORMANCE FUNCTION LOSS -IV ik �[ LOSS -Ill _�-0-2-3C0. 2 3 LOSS -II LOSS -I 3k 4k 5k 6k Mainline ADT for Side Road of 204 7k 8k 9k — Mean Upper Limit a Lower Limit Observed (ER) Expected THE INTERSECTION IS OPERATING BETTER THAN WOULD BE EXPECTED IN REGARD TO INJURIES AND FATAL ACCIDENTS. PREDICTED = 0.18 OBSERVED = 0.16 OVERALL, THE INTERSECTION IS OPERATING EXACTLY AS WOULD BE EXPECTED PREDICTED = 0.23 OBSERVED = 0.23 CR 48.5 ® HWY 257 - SPF SEVERITY Type: Intersection Details: Map Boundary Search From: 1/1/2017 17 To: 12,11/20211 0.3 0.25 0.2 0.1 5 C) 72 U 0.1 0.05 0 LOSS -IV joss el O0.1+6 LOSS -II LOSS -I 0 lk 3k 4k 5k 6k Mainline ADT for Side Road of 204 7k —Mean Upper Limit Lower Limit O Observed (EB) `) Expected INT. OF WCR 48.5 & ST. HWY. 257 EXISTING CONDITIONS TURNING TANDEM TRUCKS DON'T LEAVE THE EXISTING ROADWAY AT THIS INT WCR 48.5 r o CR 48.5 S AREA WHERE TURNING WB-67 TRUCKS GO OFF THE EXISTING ROADWAY fly' 7 0iI Li a N Lf N >- N x a� w LL 1 I1iihiScSiISSitN 1421 1.. ti Li 50 1 Y 1 -t • 'r1 Y41 I.iw ' LL s eI J BRIDGE OVER BIG THOMPSON t RIVER LIGHTS) WCR 48.5 & HWY 257 TRANSIT AREA EXISTING ST HWY 257 EXISTING ASPHALT TO BE OVERLAID NEW AS P HALT LARGER RADII FOR TURNING TRUCKS INT. OF WCR 48.5 & ST. HWY. 257 IMPROVED CONDITIONS LEFT TURN ACCEL LANE ,I, Air` elr (12' LANE + 4' GORE) (45 MPH DESIGN REQUIRES � a CDOT VARIANCE) 49` EXISTING RR CROSSING WITH ARMS AND LIGHTS LOCATION AND WIDTH OF EXISTING RIVER BRIDGE RESTRICTS WHAT CAN BE BUILT GOING NORTH UP TO THE INT. OF WCR 50.5 & HWY 257 HAUL ROUTE ANALYSIS: • TRAFFIC ACCIDENT ANALYSIS AT INTERSECTIONS: • ALL EXISTING INTERSECTIONS ALONG THIS HAUL ROUTE ARE FUNCTIONING CLOSELY TO WHAT WOULD BE EXPECTED FOR THEIR CONFIGURATIONS AND TRAFFIC VOLUMES, OR THEY HAVE PLANS TO BE IMPROVED WITHIN THE NEXT 5 YEARS (WCR 13 & 54). • EXISTING BRIDGE ON HWY 257 COULD REQUIRE WIDENING FOR THE NB ACCELERATION LANE, BUT CDOT VARIANCE PROCESS MAY ALLOW FOR AN ALTERNATIVE DESIGN. • 3 EXISTING RAILROAD CROSSING ALONG ROUTE (ALL ARE IMPROVED WITH LIGHTS AND CROSSING ARMS ALREADY) (2 UNION PACIFIC AND 1 GREAT WESTERN) • HWY 257 HAS 9' PAVED SHOULDERS, PROVIDING REFUGE AREAS FOR BREAK DOWNS • THIS HAUL ROUTE UTILIZES EXISTING TRUCK ROUTES IN THE AREA 4 1421 fY -{ 50 F 4 LI)1',; • I■ TRI fir... ' TAI = w . i U V:1 17Y :1 til t_4 S Lf • -- ,F. 1 1 s a Y• � - - Y i l F F YY •• —,Mia.F t I 4 s.•! r n f Loveland Ready -Mix Concrete Dunn Pit Use by Special Review Application Presenters: Stephanie Faucher -English, Brad Faucher (LRM) Walt Niccoli (Telesto), Michael Dellch ('Delich Assoc.) Weld County Board of County Commissioners June 7, 2023 LOVELAND -. .-. READYMIX -�7 / r CONCRETE DELICH ASSOCIATES TELESIS SOLUTIONS.R F K A I I u Loveland Ready -Mix Concrete Dunn Pit Use by Special Review Application Presenters: Stephanie Faucher -English, Bead Fan c/let Walt Niccoli (Telesto), Michael Dei.ich (Delich A Weld County Board of County Commas iron June 7, 2:023 LOVELAND READY -MIX CONCRETE Ap JCL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 LOVELAND READY -MIX CONCRETE • Project Summary • Operations • Status of Permitting, Water Rights • Neighbor Concerns • Review Criteria — Traffic • Staff Report - Conditi ns • _ Questions JCL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06/07/2.3 AIINNIMMiim iiiiii111111111Marrearan 11111000100000rike 01101101° of0 r 0.°0 X47iii 00111.0 / I I LOVELAND READY MIX CONCRETE 06107123 resen -aisaiearatto�-rte inallaginessar0111111001100001nike ,,ii,jjrr 1010 // 10001 /ill/� / ��'.r� �• 1 A Y y�r '� I I f •" '';"f`7'"RA7 . --..an• y;- ^ -`7.Z.i.e_ +'-lbra- • Objectives LOVELAND READY -MIX CONCRETE Extract and put to beneficial use 4.5M Tons of Aggregate in the least impactful manner to the environment and neighboring community Reclaimed property is sustainable and beneficial as wildlife habitat _II La DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED /.. • US uses over 10 tons of construction aggregates per yew, per resident LOVELAND READY•MIX CONCRETE Ap JCL DELICH ASSOCIATES TELESTO • This stockpile = 95 tons Every 10 People in Colorado will use — every year...there are how many in this room, how many at this event? flflffflflflfl wippire ingirtipp 111111 ifirt frillefirt ifift ft SOLUTIONSSINCORPORATED .06107/23 0 Q C M ,5 I DUUUU fi Johnstown Proposed Dunn Pit re rnnnn to Windsor 'P'A CR 54 }' I _ CIS 4 iLUUUUU TI n elnnnnfl ti 3 d Q 0 0 W 0, 0 0 0 0 Alromaimanagerrarear 4111171rn 011000imartsvore- wIr/•0000 i'of r ii 001•0 Iii 11I0, opotil/ /�ll,/r l�li/f 11�e 1 r/ I I INLAND EADYMIX ONCRETE Big Thorn • son River 0 x60 QJQFCuUTE rani% NAM CC CWD0 StATEP..M£5, WWII= EL ,S Foci It = ` 4 `�--1 1 ‘1 C" '''dst.SCInta:te.rtitnri; % _`uy1� . ,; `7 i .`Y -.+J r� F it "• Lk- pre'k- 02, %N. ?: :‘ T %sr T n Ir.J • 7rs-1 i•rkt P Si 1 J F ..f- . • -. w T rf lia .-C :�--, •1. '—� v a� EIS"' ,terra"Nhs-C'G e6 dritl cr -a�rsk. `�L4R-�9G...'•ie' r__ T_ 4it I 6 i •" F 4 1F'3 $,g Th LOVELAND READY -MIX CONCRETE 1)11- DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED rf 3173tr35 Enhanced _ Wetlands 3174000 3174000 3173005 3176050 3177005 Lakes 70+ acres Improved Wetlands 3.5+ acres 3175440 31 712 045 3177060 .06107/23 lan Arnars darar -I_��Inrkir-rte NOWNIEffil l I I LOVELAND READYMIX CONCRETE Operations hours 7am — 5pm Mon -Fri Mining hours 7:30am — 4:30 pm Mon -Fri r7:30am Haullng Fri1 • 4 L3urrip 7'ra_ic'ks • •%•35 Round rb,: C1 simaINIWArsar mars 01110000000050040re--------- „Itflapliparsar pt , 4,„/►� 0.0fr, •00 1�� I I • statistics LOVELAND READYMIX CONCRETE Continuing employment of approximately 34 workers at Johnstown Ready -Mix and directly employing 6 workers at Dunn Pit LRM currently employs 720 people fo our operations DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED LOVELAND READY -MIX CONCRETE OVERBURDEN OVERBURDEN • _ , ..0- ,i • "Ill •-e•`a•=Ae-a■+a•,.••+a•-a•"at •'S••a•_a•"a.n••+a•'a ' __ -aa'0i+ar^at 1p•-a•'■,S•'ai'aT'aa.asg•-q•.■O_t•_ee`ba_ao.+aa_ap_■a_■Orat••p•••4•p■ap•t••°■4°pa%•AC*II ."s••••tap°■p°•a°gt%t°■4`r p•■well-/•'a•-a•^at-as-aa■w•y•‘••'aa-ar^a°La•-■•rtw' ••a•'aaia•^■tL0•- e•••'i■iagaaaa°Pave•°°••■• eaa Re p•ap.aNa•Re aesOaa •a •e ae R.IRa ae lea• a •e Rata• r. a. 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R•°.r•.8 .•R.°Oiae••R■•.■rA.t•.9 .•R.e. Cllr r•e R•.■•.■ r ■ _ n a r ■ ■ ■ • ■ n a r ■ ■ ■ i ■ _ n a r ■ . ■ ■ • ■ n e r 1 s II t C ■ ■ C i ■ R t - - - ■ e a . • a •R e a •.a - _ r - _e E - a a O e a e • ■ ■ i t s a r • . ■ ■ • t n s samara n a r 1 ■ ■ • SHALE S DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107723 SOLUTIONS 0610772.3 LOVELAND READYMIX CONCRETE _I/ L. DELICH ASSOCIATES TELESTO CIS -0 . 'AZD1 L yf�- CI • • dectX Pr" - • • 4••`— el • .- -1%\_ -. I 4 • • mag C— u - i I L it) Na N.\ _in -.1.-'...\ �•T t .� i�.\ 111111 it � \ :` 'l�' (' 'N Mlri '!, / • uu _—— — • \ N • t ��f 1,I�1 I _� .„ I III I 1 l it l ... _ pr, 4740_ f. \ lNit \ \-. '.• ' \ s �{ 4-* -N\ .\ '•\,-, 4-r • I fr hi, Lj • 1.4 •, • - rte:. -a SOLUTIONSSINCORPORATED scat IN Pitt COORDINATE 2flt9N tt4883 OCLCRADO STATE Pt €S, NORTH 3.0$ E, I S FOOT I I ran=Arnars arl_arr-rte LOVELAND READYMIX CONCRETE a ,ACSSGA Colorado Stone, Sand & Gravel Association cajw* LOVELAND E_ READYMIX CONCRETE DELICH ASSN__ 1 i County or City Planning • Land Use Permit/Zoning Road Maintenance • Land Use Codes • Flood Plain & Floodway (FEMA) • Traffic I I I 1 I I I I I I I I I 1 I I I Permitting and Regulatory Flow Chart ARMS • 112C Mining Permit -Mining Plan -Reclamation -Augmentation Plan & SMSP -Bonding -Mitigation Plans (aquifer, wildlife, neighbors, hydrological balance) I T a Construction Materials Supplier • Mining 1 n 1 TA -11. i WI- -r-crI I.et. I I CDPHE • Air Pollution Control Division -APENS • Water Quality Control Division -Stormwater Permits -Discharge Permits TELESTO SOLUTIONSSINCORPORATED -► 1- I I I I I 4 I I I I CO Division of Wildlife • Mitigation • Reclamation I I I I I US Army Corps of Engineers • Wetlands & Riparian Areas -Permits -Reclamation SEO • Substitute Water Supply Plans (SWSP) • Augmentation Plans /2 eser- -ista/�1111000imarrotiske �-rte ilirellI 0001010,/0110 / ii 004 0,04 / i,/ �/ /�l l,// .00 1�� I I • Two Formal with Facilitator LOVELAND READYMIX CONCRETE Sept 21 and June '22 Identify and capture concerns Noise Dust Property Values Hours of Operations, Lighting Wildlife Groundwater Traffic DELICH ASSOCIATES TELESTO SO LuTI ON s• i N C o R P O R A T E D .L`S''• v` T 'S Tom. a Sarinen l%- rte 3J - t r- .-�rJ- lf• •ki its c _ __t �— i _ _ _ 'r —� �`~ AP iill ) - ! 1• J J-" �' {. -- -..r" 11 — _ }ter -=r yir _4--_ _ - --.--0-`loir1 ---r— �-�— _r -a• r r~ r -...--,- ..• �_ a ---- : ice- -_ --�• AiNNIIIIIMIlim 101000isawfor40-v--# 00••••000,0 4r .000, ,/ 0000 00,00I /0.010 00000 / 00I, 000# 0r,� r • No Fuel Storage on Site • No Processing on Site • Dust Abatement Plan Wet -mining Limits Dust LRM Water Internal Haul Roads LOVELAND READYMIX CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED LOVELAND READY -MIX CONCRETE JCL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED ct 0 O pai P4 tSf 0 co N O a Jet Fly -Over at 1000 tt) C4:5110 Gas Lawn Mower at 39 c. Diesel Truck at 50 ft at 50 mph Noisy Urban Area, Daytime Gas T.awn Mower at 1CTC ft Commercial Area Heavy Traffic at 3C0 ft. Quiet Urban, Daytime) Quiet Urban, Nighttime Quiet Suburban, Nighttirne teak Quiet Rural, Nighttime) TELESTO • A• V• R V MI•• i i I I_Food Blender at 3 ft Vacuum Cleaner at 10 ft Normal Speech at 3 ft. Large Business Office Dishwasher Nex: Room Theater Large Conference Room T.ibrary Ordinance for ROW Ordinance for Construction O It" rd 10 kpedr'oom at Night 1#=.1 Concert Hal] (Background) troadcast/Fiecording Studio Lowest Threshold of Human Hearing or Mining .06107/23 t�":i�11!Sti IL L i N C. I I C C0FLORAPC SWEET I - r, 1IIk _I warciU cap d8a WE STE PN EQUIPMEN T'& MUCK:14r EH,I,h'�:1 I1 LOCATION ,JHF'*ij SCULE'I_P ::CIFNIIfI' 'AND LIC 0 1..0000 SCALE IN FEET I LEGEND MONITORING LOCATION WITH AVERAGE dBa LEVEL (Lawn:) PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSO RESIDENTIAL VACANT LAND ICTE (S) ZONING DATA ACCESSED FROM THE WELD COUNTY PROPERTY PORTAL Coordinate System: INA'G 19835 tatePlane Colorado Math FM'S 0911 Feet FIGURE 1-1 DUNN PIT ZONING AND AMBIENT NOISE MONITORING LOTIONS DUNN PIT WELD COUNTY, COLORADO FcE FARin Bw TELE SIC II OIL u 1 itN f e • r Lcwia+d Care WO An-nW yMN�#1C197 CO W L Q.N TEXCAVATIN 11/491PANY COMPLIANCE PSINTF 48.8 dBA'H. COMPLIANCE POINT G 54.4 dBA COMPLIANCE rm. Nth POINTE � `�� 49.4 dBA � COMPLIANCE POINT H 50a9dBA COMPLIANCE POINT D 6 �'4 dBA lb EH R L I H M PLIANCE • Weld County Construction Activities (top soil removal) 80 dBA from 7:00 am to 9:00 pm 75 dBA from 9:00 pm to 7:00 am • PREDICTIONS BELOW 55 d LOVELAND READY -MIX CONCRETE �t� DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED a Ur ariwarsar ergawaraw /�'ereadrear meg000001e0°e er stoog,ii PI" / 101,7 11I�/ 00001/rl�rf 1 r/ I I LOVELAND READYMIX CONCRETE • Weld County Residential for Mining Activities: 55 dBA from 7am to 9pm • PREDICTED LOWER THAN LIMIT DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED I 06107123 untarans aire- -I��I�/�r-rte rs7# r�/I1° 000��i/ ., prado .Or* 041, .00 1�� I I • How oflen will air quality be checked? By whom? • County and CDPHE will A dress LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED 66/0 i,23 MINNIE 0101110001011000r)Wir--are' - .0000t.,001* ,ii i smelPit 010 pt , 4,0„/�llirf 000 1�� • What study has been done about trucks driving to the site, creating dust? • Air Pollution Emission Notice OPEN) to CDPHE • Received Air Permit • Dust Abatement • Ian INLAND EADYMIX ONCRETE LOVELAND READY -MIX CONCRETE • Has anyone done any sort of study on property values due to negative aspects? (Mad Russian) • Properties in Weld and Larir:.:: • 45 Property Comparisons Adjacent to Operations Those that are not — No Clear Trend Those with L k:.' ' fe # Study Submitte JCL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107123 ransinar aullieSinersairar 01110000000•00.0%-fre'r- oHogoirofr, dinit Avic 00000Oro/ 0000#,/ 'Of/ 0.0Iv0000/ 000 �1�e 00 r/ I I • What are the hours of operation? • Ultimately Decided by USR Proces • Only operate During dayli ht and will not add on -site tin light pollution) Operations hours lam LOVELAND READYMIX CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 06107123 arar arrinA VA W Arnars arlarlagrrte I LOVELAND READY -MIX CONCRETE • How long is the process of beautification for wildlife going to take? • Trees and shrubs prior tc. mini • Reclamation Begins Co �►��rF with Mining • AMCIIS application �..��.�� Mails LOVELAND READY -MIX CONCRETE • Will LRM Comply with any Requirements from USF& W? LRM will follow all requirements. Recommendations (not required) Assessed Case -by - Case Bald eagle CPW 2 Buffer Recommendations Active Sites • % mile occupancy from active nest • % mile Dec 1 — July 31 New Encroac Nearest is 1 Mile West of Project BouniaA Recommends Survey Prior to Start. Preble's Meadow Jumping Mouse DELICH ASSOCIATES TELESTO Within Range, outside criticl SOLUTIONSSINCORPORATED /.. aarrinA VA W iwir-I_�Arnars �I�grarar rte NOWNIENarlar I I I • What's Going on Underneath the Ground? • No large Mounding/DrawdE•.'n • Engineering and ModJiiza.!.. Vets by DBMS Experts INLAND EADYMIX ONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 123 • Traffic Concerns of Hauling on 257 LOVELAND READY -MIX CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 LOVELAND READYMIX CONCRETE JCL r DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED Joh nstown� Concrete Batch Plant J \NCR52 OHNS IOWN r1 NNLJ `.e t. N N 5t VVCR48 -1/2 WCRS4 Dunn 1 Route #1 Route #2 .06107/23 anriumwarsar AISsear ararear -I_�itimairl I I �I�/�'t0111111, gar rte 0000110 i/�/_�/ice I I 54) Requested by the County in a meeting on September 20, 2022. Feasible from a traffic engineering standp No substantial impact to key intersections no new signalization warranted sho long-term • Haul Route #2 (SH 2 LOVELAND ,. READYMIX CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 66/0 i,23 THIS INTERSECTION IS PLANNED TO HAVE ROUNDABOUT CONTROL BY/BEFORE THE SHORT RANGE (2026) FUTURE i I YPASS O \D 7 BYP7;SiTht '.411 WNC R54 0 LOVELAND READY -MIX CONCRETE a7 -r DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED WCR48 1/2 Dunn Pit Johnstown Concrete Batch Plant WC P52 WCPSQ JOHNSTOWN TOWN 435 including Days Taper 0 133:1 435' incbudiny Bay Taper Q 13.5:1 plus NSt4'nage WTI 43S including Bay Taper 13 5-1 plus Storage (215'1 I' Route #2 .06107/23 • Traffic Counts/Contributions LOVELAND READYMIX CONCRETE Road Background Daily Range Short Background Daily Long LRM Contribution Dunn Pit LRM % LRM Contribution Contribution Range Short Range Long Range WCR 48 1/2 230 29.2% 23.3% 70 170 4900 1.4% 1.1% 70 WCR 17 6470 WCR 54 6200I 1.1% 0.9% 7890 70 DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 LOVELAND READYMIX CONCRETE Planned Rounds a- bou DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 15� t Johnstown Concrete Batch Plant Route #1 Route #2 .06107/23 1L'' ;!fib, 1,L :;fif:1111 ,IfliJill - .06107/23 Arnarar ariwarsar _��I�/�'��-rrarear nifillada000000°.", ,ii i WOO I I I • WRC 48"72 LOVELAND READY -MIX CONCRETE Dust Abatement Already Required, LRM Contribution Adds to the Requirement 240/38OPCE: this Project Does not TriggE Pavement Requirement (400 vehicles -r day) DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 1 II .J. 66/0 i,23 eangrtalarressear atI�/�'rarrte Itimaireirr�/I1� rs7# rr�r"i/ ., rrado /iI .041, 0.00° �� r/ I I • Weld County Concerns at WCR48%/WCR 17 Sight Distance Trains ROW access/room Overwhelming Utilities LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED irlannins 111Witainshwar Awn 11101111111ISsoranrerrear-----= 011111100010100000%-frar--a= e'er - .0000ar* sot xi- et' 000000010 P* / .0°11, 00101 l�rf 1000 1�� I I • Town of Johnstown Long-term Concerns Condition of WCR 48% WCR 17 South Restriction LOVELAND READYMIX CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED LI int vets • ,t - t Tyr'.At, lt't �� t k ;•!• Jse b^;'• I' -` •• `, T r~~ 4 2 N ^l. -.4.;,1/1- , •iArt (1 1', • .r�1(1" . .t • 6 Sit' r 1 r4' • 1 yY �•.L_ i 2:4,.. • t T LOYELAND, WCR 48 1/2 @ WCR 17 LOOKING SOUTHWEST WCR 48 1/2 @ WCR 17 LOOKING NORTHWEST AEADYMII! CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED /3 I I sanar rte■ ■ri►.frsisranarn tgr,� ! LOVELAND _ READY -MIX CONCRETE 113 120.00 100.00 80.00 60.00 40.00 20.00 • . i s Minimal Train Traffic Noise Study Identified Two Trains over 24 -hr period, each lasting two minutes or less 10mph limit, 2 to 30 cars Not a Concern for Dump Trucks and Professional Drivers Trains 60.00 4O.00 20.00 I llr r I I 0.00 8:26 8:29 8:32 8:35 8:38 8:41 8:44 8:47 8:49 0.00 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:02 12:05 12:08 12:11 UTILITY POLE-TYP. LOVELAND E_ READY -MIX CONCRETE DELICH ASSOCIAT SOLUTIONSSINCORPORATED LEFT TURN DE MINIM 11.%11011'-rte//'�00-na 0000001000010.00000°* agq#019 PO° / 0010 opt / 4,O„/ 0.0iv � l�lirf •00 1�� I I • Power Poles Don't Impact, but Easily Moved if so • Ditch Crossing Extend Culvert as necessary • Phone lines SOLUTIONS.INCORPORATED P • OW 3 • Traffic Counts/Contributions LOVELAND READY -MIX CONCRETE Otte Road Background Daily Range Short Background Daily Long LRM Contribution Dunn Pit LRM % LRM Contribution Contribution Range Short Range Long Range WCR 48 1/2 160 210 30.4% 25.0% 70 16000 0.6% 0.4% 70 257 10790 SH WCR 54 8080 1.1% 0.9% 6070I 70 DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 LOVELAND READYMIX CONCRETE JCL r DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED r I jah nstown Concrete Batch Plant WC RS2 WC R50 JOHNSTOWN tit O14 rL I f� 4 N- r 5► a N\NNN R48 112 F _I R54 111. I ., 25 Route #1 Route #2 8 } • AIINNIIImmara owassitarofravir-- pastor 'of r 0000 0100 / 040, /- apt giot, '0011, ACCELERA7iON LANE DISTANCE REQUIRED WIDENING AND REPLACEMENT OF R1 TRACK CROSSING CDOT AL -READY REQUIRED TO DO (MAJORITY OF TI-/iS SOT WOULD REQUIRE 1-k/fl TO FUND IN ENTIRETY LOVELAND E_ READYMIX CONCRETE 06107123 iiillaggrarmar SIMUNIONINterarr -ArrerSrer-----= 010111100110010000r70 --are' - 00100arf* moot 4‘, - PIP 0010 11I�/ 1000#, �l�lirf 000 1�� I • Haul Route #1 is approximately 0.6 rn.i4.es shorter than Haul Route #2, gradual grades • On Haul Route #2 in the northbound direction, there is a significant rise in elevation of SH257 between WCR 48 92 WCR 54 LOVELAND READYMIX CONCRETE anriumwarsar ilatilif-I_��I�/�'rte arlthessir 00000 N /A WinNSW / Orad0 Air / 0000#, 11I�/ /�l l,/r l�lirf 1 r/ I I LOVELAND READYMIX CONCRETE Right Hand Turn 4900 Cars Encountered rallErearessars iillatteI�/�'r�-rte r//I10°°0 tar gouge,ii ging" r p.ado y Sir /iI .0°11,0 irf IS1 1�� I I LOVELAND READY -MIX CONCRETE 39 Houses wi/n 500' of roadway r 85 Houses wi/n 500' of roadway 123 Arnars Imenevarraraerrerrte anriumwarsar �i�! Haul Route #1 will add 3A-4 minutes of delay to intersections in peak hours Haul Route #2 will add 104-13 minutes of delay to intersections in peak hours LOVELAND READYMIX CONCRETE ter. r...--r�- WCR 481A @ HWY 257 LOOKING NORTHWEST flatilparar simaINIlintwareasaire „It pt , 4,„/►� 0.0fr, •00 1�� I I LOVELAND READYMIX CONCRETE • Recommend Project Approval with Route 1 as Preferred Route • Overwhelming Neighbor I ppostion to Route 2 along HWY 257 • Discussion that LRM Proportionately Shape intenance Costs DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED arar arrinA VA W Arnars arlarlagrrte I I LOVELAND E_ READYMIX CONCRETE Safer Causes less traffic delays Impacts less residents Has less construction delays Has less construction traffic impact DELICH ASSOCIATES aingrtaratrarmar __ ��I�/�'��-rte Stafrintratr//I1000ter �/,/iii f r I I • LRM Requests that BOCC accept all except staff's recommended haul route via SH 257 LOVELAND READYMIX CONCRETE -I_iqietlmrr��I�rte •H"kw*-iefr0°°,4r 001000 /7 prrd ,/ .00„/ oek,lirf 1 r/ I I LOVELAND READYMIX CONCRETE CONDITIONS OF APPROVAL RESOLUTION USR22-OO 18 An Improvements and Road Maintenance Agreeme is required for upfront and triggered off -site improvements at this location. The impro . e include but are not limited to: • A proportional share of the costs of improveme intersection of WCR 17 and WCR 48.E # • The current and maximum proportionate contributions for the Dunn Pit are as follows; DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED r a -I_rar �Iirete Sase•H"kw*-iefr0°•rer 001000 /7 prrd ,/ odivli/f •,0 �i 1 r/ I I LOVELAND READY -MIX CONCRETE - USR DEVELOPMENT STANDARDS • 23. Approved Haul Route outbound is west on County Road 48.5 to County Road 17, north on County Road 17 to County Road 54, west on County Road 54 to County Roar 13, south on County Road 13 to the approved access to the LovcIand Ready -Mix batch plant permitted under 2MUS:' I 'iJ I r 1370. DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED Approved inbound haul route is form the aAPp.ioved the Loveland Ready -Mix Plant north n Ca.un County Road 54, east on County Road 17, south on County Road 1.7 to Co nty Ro&.� County Road 48.5 to the appr vecf cc- Pit. r! 5: 7 7,; li • I • / 06107123 usaarran, Baterearrater 'rear -- Nre..,.......101rarres,.. --- •H"kw*-iefr0°°,4r ) 001000 /7 prrd ..0te/r �11019f IV.i I I LOVELAND READY -MIX CONCRETE finalized to: Allow LRM to get through Water Court Build improvements /road improvements Allow recovery from down economy Suggested Language: • 51. Construction or Use purs to Use by Special Review P�n:nft hali �e Alp commenced within (4) years fr�aaa th � approval DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED II eir 3 illtalrIallaaareaser- 0000001101,00vske 01001001°of0" r ii i 10.°4 0000 / 001.4 00001, 0000, 11I�/ 0. I LOVELAND READY -MIX CONCRETE LRM's Dunn Pit: • Complies with Weld County Code Chapters 22 and 23 • Is Consistent with Intent of Ag Zone District • Compatible with Existing Land Uses and Future Development • Provides Adequate Provisions for Protection of Health, Safety, and Welfare LOVELAND READY -MIX a7 E U CONCRETE DELICH ASSOCIATES TELESTO HAUL ROUTE MAP (WOGLA) N VIEW 4N67W3 1-52 P 4 NORTH, RANGE 67 WEST, 6TH P.M., WELD COUNTY, COLORADO SECTION 3, TOWNSH yr HWY 60 (PAVED) MUNICIPAL PROPOSED WELL HEALTH FAC PROPOSED OIL AND GAS LOCATION - TRAFFIC ROUTE CHILD CARE CENTER TRAFFIC ROUTE DIRECT taw Oz SSW rat PREPARED FOR: DATE SURVEYED: SOLUTIONSSINCORPORATLQ /_nisWINII i ��_--- -annar /rte I I LOVELAND READY -MIX CONCRETE encsTrm-g • O6107123 Site distance is adequate at all analyzed intersections. The only significant vertical curve occurs at the WCR13/Johns•town•• Pliant Access intersection. The sight distance is approximately 660: feet to the south, which is adequate for the posted speed of 45 mph. • The only significant horizontal curve occurs at the LVcRi7lW�''RS(i intersection. The sight distance is approximately 400 feet to the north,; which is adequate for the posted speed of 35 mph, provided that the landscaping fronting WCR17 irz the northwest quadrant o the intersection is adequately set back from WCR1 7. LOVELAND READYMIX CONCRETE JCL DELICH ASSOCIATES rr rr rr rr rr TELESTO SOLUTIONSSINCORPORATED LOVELAND READYMIX CONCRETE TABLE 2 Trip Generation Code Use lain Trucks Operators Total Size 22 tans/load pip:Oes AWDTE Rate Trips N 70 4 74 AM Peak Hour Rate NtA In 2 6 Rate PM Peak Hour Out Rate Rate 4 NIA NIA11 4 NA " out 2 4 6 JCL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 INUNDATION BO U NDARY !" .! PROPERTY BOUNDARY 6. • EXTENTS OF THE 100-YR FLOODPLAIN AND DEPTHS OF FLOW (FT) 1-4 h - 7l v 8 - 10 11-14 1 5 - 1: -20 Caaccinate System: HAD 1983 StatePtane Colorado North FIPS 05171 Feet FIGURE 14 PROPOSED EFFECTIVE DEPTH DUNN PIT, LAC}'VELAND READY MIX PM. BOX 299, LOVELAND, CO, 8.0.539 to/AWARE, MV. TELESTC SO4V T 1ON S• • r+ C v G: a•4 kJ,. 1 : rrebnl • Cdrxia %BM, 414. 77t4 illiffnarar sallUMNInwarmairar 0111000000/01001105-- ••••••1.-fr, rrwi�i/ ., Iii 4,0„/ 1I�/ .00,, •00 1�� I I LOVELAND READYMIX CONCRETE • Project Attenuates flows • No -Rise Flood stage not changed east of H • The County has issue £924 to ISM for t vember 3 0, 2021 TELESTO S O L U T I c� N S• i N C O R P O R A T E D lr,� t• 06107123 arittair — CI Gi311-TWittt11 WEtLahL rEC SECTION B - Er B. 47 ,C— 4 47?C- 472C- ' C FINAL POOL ELLiwATION-#7304'.rt 1M1tttai4D cdo taILi PM*t = f-•- coast tLt5MtnnA % sta, sit t •JI AMM PLAN 10.00' Lg b.l 10.011 — —5.00 re "•<::: . 3IT.Ca mrnAP a it istt. Ann APRON• TMtSPBON Met 4750 -4740 11+00 1+50 STATION (f) 2+00 SECTICSI A -A 4730 4720 4710 3+00 3+25S 41_ 4710 _ T er 1 r 11119:4:' — rt r t Ct= auoutto mvlin: t}� 1. +-4. • ':—xi• tii eh I yT fl v _4'o• ‘.15. Is L_t 1 •' s verriO . Pit 1421 IIIN —. s..•ba,. tirIrti pet 4 --C •I t • LllO ttt0YPIS 2A4 RIVER te-1 tartarfuIk luxe' 8 •'mss . ---- r> -i i--'rR,- __ 10.07 MASI lavAl IDNUf,Itiltl, alt {tats PLAN FINAL Pool. tl.LAV9tIGN-+,r.,dn Pt A' 4760 3, AniustAst ctiTLL 1 'Miii ►Mr.i iyso-taa° CH4101 1. 1+133 STATION (FT.) 1+5'D C 4760 4750_ 474o- 4730- 4720 47'10 2.+00' SECTION C -C -4750 4740 4730 47233 4710 2+30 G' la air 3i' D. op-SwFtoA A *fai'' t* , lk b tint ellvaa4 vistas, at o(IMJI$6 PLAN Pilot root tLty nmPI-+.nt-a rt 4P'*AP SPUMY 4750 -4750 at — nmP*AP AR'ta* Gt)ttxlltt Claire — 0+00 oti LttYEI*WIN ktSQW*LtNIMoo PLANK GAMS ' • Gnt5t ELEV. ■ 4,37.6 R la tolest'R Cosct'ttt cufLtt Sox )Itis1LAPO 4 1 1 / 0+501 STAT10Il (FT.) je-CN OCAS_ cc> .40,14JSTASLE OUTLET WEIR WITH G48CMARG! CHANNEL 40 4740 4730 4770 4710 1+00 ItWII.A,P 05CY+M/CIt CHANNEL. 4 OW-Q➢IN t17GKNE55 - Ile IN s.. tt:00t an soxrLIt!LEY. a4,7t6fT otrtt.tt BrLINwTH - • ' NLLGVALRE WVGD PLANKCkits • • •' ~%%. SP Far ,, CNt5TLLty-44?iICIDPlt ' • ' %ti_._ .i_)(t I >Ss 1 %Obi. 4. I I 1 1 I I • _- F 1 stir Imo rNMtn'T WM.. 4 MS PT kit hitt'paCaUtie cuLvartf 4 1 4 4 . syl X"., 1 • • • 1 1 1 • ♦ f I I N..1 y.l 1 1 1 • 1 1 1. 1 4 YGYIi AD.AISTABILE OUTLET 'WEIR Wfi'MTH DISCHARGE LIL': EP.- toast o I b TM L__ LOYELA READY• CONCREIL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED (re ."a 'K-1414 FRAMEWORK PLAN MAP Town of Milliken 1 Municipal Boundaries ' i, 4 -h D n Growth Area Influence Area Residential Estate Residential Residential Neighborhood Commercial/Employment Commercial/Mixed Use Node Commerciat Mixed Use Downtown Business/in ductriaf Public/Open Lands Urban Reserve riculture Parks and Recreation Greenway Publ{clQuast-Public .06107123 rEXJLSON EXGA ATING COMPANY INC LEGEND • s.. •PROPERTY BOUNDARY . ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE A S,D RESIDENTIAL VACANT LAND ci h,9 EF-IRLI€H GOGH IS. JAMES JAN IGE Platte EHR:LL H I,INC VAN 'ORMER DAVID KIMBER MARTIN :REFUGIO MARTINI KRAMER LA _ WAGNER F, RTGIST L C: 07/23 'joule Agriculture in . the COLIWTY is considered a valuable resource which must be ,protected istrom adverse impacts resulting from uncontrolled and undirected business, industrial and residential al land UStES The A (Agricultura/) Zone District is_�.p�J {��,�I '�f,' y��' featureqf established to m a i n t'L.'fo � n and promote agriculture � .Iit!!o ■ !essential t Y e . COUPTTY.. The A Otgricufrurai) ZoZone District is intended to provide . is s for the conduct of agricultural activities and activities related to agriculture cultore and agricultural rode n for areas for natural resource extraction and energy develo development, withon t the in toi �L�ren c th e ,. tn c in _ � ble land U (Weld County Codflication Ordinance 20004; Weld County Code Ordinance 2019-02) LOVELAND E_ READYMIX CONCRETE -all.JCL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 r� • Respecting Our Agricultural Heritage: The Project will not infringe on agricultural production in the area. The Site is currently used for grazing. • Respecting Private Property Rights: LRM has a right to mine the aggregate on its jiniperty for use in the community. The mining operations have taken into consideration the rights of all neighboring properties with the intent of minimizing iinpa cts. • Promoting Economic Growth and Stability: Allowing local aggregate mining will h.e.4 provide construction material that is in high demand, without increased: costs o transportation. • Protecting Health, Safety, and General Welf�re: LRM is Stll(j?1f2g g.m flU thy a LOVELAND READYMIX CONCRETE water quality impacts, changes to the flood zone, noise inipacts, an air qui associated with the project in order to implement the proper best an g minimizing effects to community. Additional!, LRM is going beyond tl DRINKS, CDPITIE, and other regulatory agencies by taking into consider the community through actions such as voluntary community ineetingsr 11=MIlihr JCL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 Sec. 22-2-30 Land use goals and objectives Sec. 22-2-40. Economic development goals and objectives Sec. 22-2-50. Environmental goals and objectiv • Sec. 22-2-60. Natural resource goals and ob., • Sec. 22-4-10. Comprehensive Plan Map LOVELAND READY -MIX CONCRETE Appendix 22-C — Right to Extract Resources Statement DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED /.. ■ ■AlUWE rte 11111111MNISta��i, �fer 111111000001000,1,001110000% e stele ,eA FPO% WOO fir 0040 00009 0Iii, r,� r LOVELAND READY -MIX CONCRETE 3ERTFi17UD Table �1 LOVELAND READY -MIX CONCRETE Estimated Mininc1 Quantities INCREMENTAL GRAVEL WEIGHT (TONS) HT ACTIVE INCREMENTAL TOTAL INCREMENTAL INCREMENTAL CUMULATIVE PRODUCTION MINING CELL MINED (AC) AREA MINED AREA (AC) OVERBURDEN VOLUME (YD3) GRAVEL VOLUME (YD3) GRAVEL YEARS AT WEIGHT END OF (TONS) INCREMENT Cl 0-5 5.0 772 157,020 251,232 251,232 126 Cl 6-10 N 10.0) 13,017 130,178 208,284 459,516 2.30 Cl 10 15 15.0 11,811 145,593 232,949 692,465 3.46 Cl 15-20 20.0 6,524 205,573 328,917 1,021,382 5.11 Cl 20-25 25.0 4,15.3 206,724 330,759 1,352,141 6.76 Cl 25 -SO 30.0 5,594 209,830 335.728 1,687,868 8.44 Cl 30-35 35.0 7,956 224,537 359,259 2,047,127 10.24 Clit3 35-40 40.0 2,991 174,586 279,338 2,326,465 11_63 C3 40-45 45.0 4,453 180,542 288,867 2,615,331 13.08 C3 45-50 50.0 4,640 186,147 297,835 2,913,166 14.57 C3 50-55 55.0 5,434 200,906 321,449 3,234,615 16_17 C3IC255-60 60.0 3,727 189,131 302,610 3,537,226 17.69 C2 0-85 65.0 313 181,780 290,849 3,828,074 19.14 C2 65-70 70.0 1,079 208,974 334,358 4;I 62,432 " 20.81 C3 70-7E9 75.9 7,594 239,323 382,916 4,545,348 22.13 .10(1111=g DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 AM■■� ==s resin. ■ ■rte��,��a�lA�f�� 001010010,efilreAre000#11r Le , /r /�/ fir 01l110 /// 0.011/ k/ 24" CULVERT PROPOSED SITE ACCESS ROAD CaAt 5/1712(R2 91)O25 PM RSVradCootparn₹iJAM'Catul liiortM1PJa0fl gnPlatY?0 O51i Sip_Pandwu Plotted 3y Tfl1 Tiggcs • LOVELAND !MIX ILTE DUNN PIT 970.667.1108 DRMS PERMIT M2021-059 COLORADO APCD PERMIT NO,22WE0047F O J MONUMENT SIGN DETAIL NOT TO SCALE v frir PRIMARY ACCESS 7 x 2' x 2' HIGH MONUMENT SIGN AT ENTRANCE 12" x 18" SIGN AT BACK ENTRANCE 12"x18" SIGNS AT ENTRANCE: "ALL VISITORS MUST CHECK IN AT OFFICE" 12"x18" SIGNS AROUND PERIMETER: "NO TRESPASSING" 18"x24" "SPEED LIMIT 10 MPH" SIGN 12"x18" "40 TON CAPACITY" SIGNAGE AT BRIDGE AND CULVERTS t,„41. DUNN PIT DRMS PERMIT M2021-059 COLORADO APCD PERMIT NO, 22WE0447F GATE SIGN DETAIL NOT TO SCALE 9- ALL VISITORS MUST CHECK IN AT OFFICE (970) 667-2680 S -1' VISITOR SIGN DETAIL NOT TO SCALE NO TRESPASSING SIGN DETAIL NOT TO SCALE SPEED LIMIT 10 w t SPEED LIMIT SIGN DETAIL NOT TO SCALE NEADYV CONCNI SO L U T I,_ J23 REVIEW CRITERIA Per Sections 23-2-220.A and 23-2-230.B of the Weld County Code, the applicant shall demonstrate: 1. That the proposal is consistent with in Chapter 22 (the Weld County Comprehensive Plan) and any other applicable code provisions or ordinances in effect. 2. That the proposal is consistent with the intent of the district in which the use is located. 3. That the uses which would be permitted will be compatible with the existing surrounding land uses. 4. That the uses which would be permitted will be compatible with the future development of the surrounding area as permitted by the existing zone and with future development as projected by Chapter 22 of this Code and any other applicable code provisions or ordinances in effect, or the adopted master plans of affected municipalities. S. That the application complies with Articles V and XI of this Chapter if the proposal is located within an overlay zoning district or a special flood hazard area identified by maps officially adopted by the county. 6. That if the use is proposed to be located in the A (Agricultural) Zone District, the applicant has demonstrated a diligent effort has been made to conserve prime farmland in the locational decision for the proposed use. 7. That there is adequate provision for the protection of the health, safety and welfare of the inhabitants of the neighborhood and the county. LOVELAND READY -MIX CONCRETE JCL DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 123 DESIGN T :ND RD Per Section 23-A_ 210 of Me 'r:Mild County Code. k An applicant for a Use by Special Review shall demonstrate compliance with the following design standards in the application and shall continue to meet these standards if approved for development. 1_ Adequate water service in terms of quality, quantity and d penda.bilit ' is vailable to the site to serve the uses permitted. _ Adequate sewer service is available' to the site tc serve the uses permitted_ _ If soil conditions on the site are such that they present moderate or severe limitations to the construction of structures or facdities proposed for the site, I. • e applicant has demonstrated how such limitations a n and wilt be mitigated. _ Adequate fire protection measures are available on the site for the structures and facilities. perm lited . Uses shall om I' ' with the t mmter drainage crit rii requirements set .forth in tins Code. All parking and vehicle storage shall be provided on the site. Parking and loading areas shall be designed and constructed in accordance with Division [ of 1ArricIe IV of this Chapter.. 7_ The use shall comply with all the B U[ lk Standards requirements of the zone district 8_ The access shall be located and designed to be safe; ingress and egress shall not present a safety hazard to the traveling public or to the vehicle accessing the property. For uses generating high traffic volumes and large number of large, slow -accelerating vehicles., acceleration and deceleration lanes may be required to mitigate a potential traffic hazard_ 9_ New accesses to public rights -of -way shall he constructed in accordance with this Code. 10 Buffering or screening of the proposed use from adjacent properties may be required in order to make the determination that the proposed use is compatible with the surrounding uses. buffering or screening may be accomplished through a combination of berming, landscaping and fencing. 11_ Uses by Special Review in the A (Agricultural) Zone District shall be located on the least prime soils on the preps in question unless the applicant can demonstrate why such a location would be impractical or infeasible_ The placement of sign., on the site shall comply with the requirements of Article IV, Division of this Chapter. 11 _ Trash collection areas or facilities shall be screened from public rights -of -way and adjacent properties_ These areas shall be designed and used in a manner that will prevent wind- or animal -scattered trash_ •'- LOVEL! READYMI CONCIET SOLUTIC, rte. to' REAuT-MIA CONCRETE OPERATION STAN DRD Per Section 23-2-250 of Me Weld County Code. An applicant for a Special Review Permit shall demonstrate conformance with the following operation standards in the Special Review rmit application to the extent that the standards affect location, layout and design of the Use by pecial Review prior to construction and operation. Once operational, the operation of the USES permitted hall conform to these standards. A_ B. The operation of the uses sha Commission.. The operation of the uses shall comply with the noise standards enumerated in Section 25-12-101, et seq., C.R.S. comply with the air quality regulations promulgated by the Colorado Air QualityControl C. The operation ,of the uses h a l I comply with the ate r quality regulations promulgated by the Colorado Water Quality Control Commission_ D. The uses shall comply with the following lighting standards: 1_ Sources of light. including light from high -temperature processes such as combustion orwelding; shaH be shielded so that light rays will not shine directly onto adjacent properties where such would cause a nuisance or interfere with the use on the adjacent properties and Neither direct nor reflected light from any light source may create a traffic hazard to operators of motor ye elides on public or private streets/roads acid no colored tights may be used which may be confused with or construed as traffic control devices.. E_ The uses shall not emit heat so as to raise the temperature of the air more than five degrees (5°) Fahrenheit at or beyond the lot line. F_ Property shall be maintained in such a manner that grasses and weeds are not permitted to grow taller than twelve (12) inches. In no event shall the property owner allow the growth of noxious w&ed&. A, n y off- -=o i to and on -site Improvements Agr m nt shall be made in conformance wit rhr'_ ver1-IHi it1m_ DELICH ASSOCIATES TELESTO the coon ty poOicy on collateral for SOLUTIONSSINCORPORATED .06107/23 LOVELAND READY -MIX CONCRETE �i r DELICH ASSOCIATES TELESTO S O L U T I ©N S a i N C O R p O RAT E 0 OPERATIONS POLICIES Per Section 23-4-290 of the Weld County Code. An applicant for a Special Review Permit for Mining shall demonstrate conformance with the following Operations Policies in the Special Review Permit application to the extent that the standards affect location, layout and design of the Use by Special Review prior to construction and operation. Once operational, the operation of the uses permitted shall conform to these standards_ The policies outlined below represent a minimum model for operations standards for the proposed use. Stricter standards may be imposed by the Board of County Commissioners during the review process to ensure the protection of the health, safety andwelfare of the inhabitants of the County. A_ No excavation or processing of sand and gravel shall be permitted nearer than ten (10) feet to the boundary of ADJACENT property, easement or irrigation ditch or right-of-way, nor nearer than one 'hundred twenty-five (125) feet to any existing residence, unless by written agreement the owners of such ADJACENT property consent to a lesser distance and the Planning Commission approves such lesser distance. The Planning Commission may set a greater distance than mentioned above when, in its opinion, it is justified. B. All sand and gravel operations shall be conducted during the hours of daylight except in the case of public or private emergency, or to make necessary repairs to equipment. This restriction shall not apply to operation of administrative and executive OFFICES or repair facilities located on the property_ Upon request, the Board of County 'Commissioners may authorize additional hours of operation for sand and gravel operations when the Board deems appropriate. C_ Weeds and any other unsightly or NOXIOUS WEEDS shall be cut or trimmed as may be necessary to preserve a reasonably neat appearance and to prevent seeding on adjoining property_ D. Existing trees and ground cover along PUBLIC road frontage and drainage ways shall be preserved, maintained and supplemented if necessary, for the depth of the SETBACK in order to protect against and reduce noise, dust and erosion. E. Insofar as practicable, all means of access to the property from any STREET shall be located and designated as to avoid the routing of vehicles to and from the property over STREETS that primarily serve residential DEVELOPMENT_ F. All access roads from sand and gravel operations to PUBLIC highways, roads or STREETS, or to adjoining residential STRUCTURES, shall be paved or otherwise treated to minimize dust conditions on all parts of such access roads which are located within one-fourth (%) mile of the PUBLIC highway, road, STREET or adjoining residential STRUCTURE. G. Prior to starting excavation in certain specific instances, as first determined by individual investigation by the Board of County Commissioners, where excavations are considered hazardous or otherwise harmful to nearby residents or to their property, the Board of County Commissioners may require the excavations to be fenced or that some other action be taken on the part of an operator in order to minimize the hazardous situation. Chain link fencing to keep out young children, three -strand bath wire to keep out LIVESTOCK, acceleration/deceleration lanes to facilitate the safe/smooth flow of traffic, and water augmentation to compensate for water losses caused by evaporation are examples of actions which may be required by the Board_ H. Where topsoil is removed, sufficient arable soil shall be set aside, for re -spreading over the excavated area. I. Rock crushers and similar accessory facilities and equipment, but not including batching (concrete and asphalt) facilities may be allowed. However, the Planning Commission or Board of County Commissioners may set out additional conditions under which these operations may be permitted; and said conditions may vary by location due to abutting land USES_ Concrete and asphalt batch plants shall meet the requirements of Section 23-3-40_ J. Insurance. The operator shall furnish evidence that he or she is insured to the extent of not less than one hundred thousand dollars (II 00,000.00) against liability for any negligent act or omission by the operator from the operation or maintenance of the sand and gravel pit and the extraction and production of sand and gravel and all activities connected with or incidental thereto. K_ The USE will not cause injury to vested or conditional water rights. If the USE may result in injury to vested or conditional water rights, the applicant shall present a copy of a well permit to the Department of Planning Services prior to recording the Plat or at a time designated by the Board of County Commissioners, either supported by a plan of exchange or substitute supply approved by the State Engineer or a decreed plan for augmentation approved by the District Court for Water Division No. 1 which prevents injury to vested and conditional water rights. MIIIMINNINAStwar ,.niffI�� jai •••owier000-00 /7 • , osgroo* / 00,1 if .0•00 / .001#1, 0064 00lit 90 04il I�0ii004.- ,e/5-' itii RECLAMATION POLICIES Per Section 23-4-300 of the Weld LaLIritY Cade An applicant for ,a Special Review Permit in the Special Review Permit application Special Review prior tconstruction and these s an. ar.. &. for Mining hall demonstrate conformance with the following Reclamation Policies to the extent that the tand ►rd affect location; layout and design of the Use by operation. Once operational, the operation of the uses permitted shall conform to A. Reclamation plans shall be reviewed to determine the compatibility of the proposed USE with surrounding land USES. B. F dOlowinq the completion of operations, the land shall be left in a safe condition. C_ Sufficient drainage shall be provided so as to prevent water pockets or undue erosion. Grading shall be accomplished in such a manner that stormavater leaves the property at the original; natural drainage points. Runoff at any one (1) such point shall not normally be increased over historic flows. Increases over historic flows shall be allowed only when it is shown that the increased flows will not adversely impact USES or lands affected by such flows. D. Alf excavated areas shall finally be graded in substantial conformity to the USE of the land proposed in the reclamation plan. Ridges,banks and mounds shall be graded so as to minimize erosion. Trees: shrubs, legumes, grasses or other ground cover shall be replaced m order to avoid erosion insofar as is practicable. LOVELAND READY -MIX CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 LOVELAND READYMIX CONCRETE J JCL DELICH ASSOCIATE TELESTC SOLUTIONS. I NCOR PC RAT E oo a. m1 BYPASS \ N [44A51/47ir THIS INTERSECTION IS PLANNED TO HAVE ROUNDABOUT CONTROL BY/BEFORE THE SHORT RANGE (2026) FUTURE KBYPASS ( U) CC • WCR54 `{ Johnstown Plant Access WC R50 - Existing Lanes - Required Lanes with Existing traffic AND SHORT RANGE AND LONG RANGE _Liss_441/4 BYPASS--) 1 VPAS S err WC R4B 1/2 P u' esa CE W r doif 435' including Bay Taper se 13.5:1 plus Storage (215') 411 435' including Bay Taper @ 115:1 TL 435' including 1 Bay Taper © 13.5.1 435' including Bay Taper @ 13.5:1 ;plus \Storae (60*) age 2 CO c.≥ g T Ate g. m .06107/23 LOVELAND READY -MIX CONCRETE 4hY R 17 WCR 7 7/WCR 50 intersection: northbound left -turn deceleration lane and a southbound right -turn deceleration lane - However, These improvements are needed with existing traffic, not considering haul route traffic 33D' REDIRECT TAPER (55 'MPH @ 55:1) r -1I 188 +435' LEFT TURN DECELERATION LANE (PER TIS 270' DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED LLD CC 4 a a Pt SIBLE CONSTRAINTS INCLUDE UTILITIES AND ADDr©MAL ROW .06107/23 p MR 17 WCR 48 % + WCR 17 intersection: Southbound Left -turn Declaration Lane (needed with existing traffic, not considering haul route traffic) REDIRECT TAPER (55 MPH @ 551. igte nra ti-t4"C'ii % Y. %. • 'ti p. '\ NSA es.\ ' •ti'••.'.�I r Co a'P LOVELAND READY -MIX CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED .06107/23 Allariffmarssr Avon n amp ArAr raw_ 000000100,00Artr 0110000r LOVELAND READY -MIX CONCRETE Southbound right declaration lane and a northbound left acceleration lane to be built on CO 257 at WCR 48 1/2. Improvements are already needed at this intersection with existing traffic, not considering haul route traffic. LEFT TURN DECELERATION LASE (PER TFS) REQUIRED IRMP'ROVEM FIT& CONFLICT WIT-I'RAILROAD CROSSING RECJ1RED IM'ROVEMENTS CONFUCT WITH BRIDGE 06107123 A IIN•--___--- �� , -I_r easA��-rte 111011151111000,marograrter 000010 �1I/1i/_i/� I LOVELAND READY.MIX CONCRETE CDOT recommends eastbound right deceleration lane on WCR 54 and southbound right acceleration lane on CO 257. The existing geometry already requires improvements, even without the addition if expected traffic from this project. 11 POSSIBLE CONSTRAINTS INCLUDE UTILITIES AND ADDITIONAL ROW eao RIGHT TURN DECELERATION LANE {PEST TIS) HAUL ROUTE 2 'C R 54 AND HVVY 257 INTERSECTION IMPROVEMENTS RIGHT TURN DECELERATION LANE (PER TIS) • FEXHIBIT WCR54 ,F I `� GA W R52 _. _ , .70 tn- irulci 25 j �noa 566HY TRUCK r \ ROUTE, ft j • 31noa Johns wn )4)nai 60 C TRUCK TRUCK RROUTE i.i LEGEND = Paved Roads = Truck Routes .r sn s = Gravel Roads TRUcx ROUTE S. e I £ .. � • ems: r Y J] �p�• J IA w i �11HlPM,■ V a awl � , l TM •• ♦• l owl* !,l_u1 r ak4 _ -.;i". . i A k; I - -7 - . I . 3. ,a ' n r- - 4, v •t '! 2* • YY X •YyY ♦ ' PARf SN AVE TRUCK TRAFFIC LOVED T4 LOCAL DELIVERIES ONLY Google 7T!_ IWA•T� I _ F v s • -r . • I v • ��..� ..-•. iM Y`. S • •;•t APPLICANT TO REBUILD RR CROSSING WITH CONCRETE PANELS AND CROSSING ARMS AT A WIDTH TO ACCOMMODATE WIDENING FOR TURN LANES. L f.*•qlary5T - . • .a- fer yam.: 4 - . ' 1.L _ ' V _ is I • Y . �' ' : '1' • —• • — ••• 1•4 '1114••‘•• • • '• • 1to t.. 1t. . •:;, f •- - . - -• a_ - l( ,• 'fa ter J N p • If • L • i r r - .-r•' ri•� �' — - • t P� j i t lit, r 'r S. VC P - Rv1 4.- v N SL Ul Sy� I�AA t1/ T APPLICANT TO INSTALL SB ' ` " ' "= LEFT TURN DECEL, WB RIGHT TURN DECEL, AND NB ACCEL AT INT. OF WCR 48.5&17 tIrrli'i� f , r J T�d, -- qtr. f � P 1 . �7 r I. FATAL= 0 INTERSECTION OF INJURY= 0 WCR 48.5 & WCR 17 • PDO=0 ':LP. } 62 . vl. r Tm ii Fib LJTE 1 fi uc 257'; L. 1 I I. i a&. hfIrikei AREA WHERE TANDEM TURNING TANDEM TRUCKS GO OFF THE EXISTING ROADWAY tt uJ Q J 0 WCR 48.5 INT. OF WCR 17 & WCR 48.5 EXISTING CONDITIONS Ion L • AA AREA WHERE TURNING WB-67 TRUCKS GO OFF THE EXISTING ROADWAY 4 sys WCR 48.5 S EXISTING WATER WELL - EXISTING ROADWAY IS 8 , 8 LARGER RADII FORJW ITHIN 1 .5 TURNING TRUCKS WOULD BE ITHIN 6.5') ITHIN 6.5') REBUILD RR CROSSING WITH CONCRETE PANELS, CROSSING ARMS AND LIGHTS NEW TURN LANE CROSSES OVER INTERSECTIONS WITH OTHER LOCAL ROADS INT. OF WCR 17 & WCR 48.5 IMPROVED CONDITIONS 0 Q cc V 4? =l Li'0 _%I • I1 1- RAdLRCAD CROSSING PANELS i a- } '— NEW RAMLR.C:AD CR'©SSFWG ARMS AND LIGHTS TI HIjU'ff] 14 R40 La�z!'- !1 � yIw j j it IS �44 4 \ x 11 EXISTING &S P' T TO BE OVERLAID / NEW ASP HALT NEW SQNCR,ETE RAILRQAD CROSSING PANELS 4 iii 'a. I�1 Li NEW RAILROAD CROSSING ARMS AND LIGHTS S W�R-17 INT. OF WCR 17 & WCR 48.5 IMPROVED CONDITIONS (SOUTH LEG) Its p TRANSITION BACK TO EXISTING ROADWAY FROM 16' LEFT TURN/GORE tttzmi nuannuattt uitiamutil ttaz t amat tta LEFT TURN LANE (12' LANE + 4' GORE) NB ACCEL LANE GETS CLOSER TO THE EXISTING RR TRACKS (WITHIN 35') TRANSITION FOR LEFT TURN LANE (16') 4.1": INT. OF WCIR 17 & WCR 48.5 r � 'lert IMPROVEDICONDITIONS (NORTH LEG) a I .1NA- WC1 . S2 Yl . J . — — f o N v.el O4 a, 5 I F: FATAL= 0 SPF TOTAL: SPF INJ/FAT: INTERSECTION OF INJURY= 3 I EXP = 0.84 I EXP = 0.34 I WCR 17 & WCR 50 PDO = 5 OBS = 1.15 OBS °"' Lfl L j.7 t:r I. L1 l � t l. _.P E. v APPLICANT TO INSTALL AN INTERSECTION CONFLICT WARNING l .T SYSTEMATWCR17&50 ._ 7--I l I � _i II Vh)c r W R UTE 1 A 2557'• 6 1 I I l i a& 4 h,folrikei ` ~. see' -ter £� • I I • A Y SPECIALTY SIGN WITH FLASHERS WARNING DIAMOND 36' X 26' "ENTERING S TRAFFIC WHEN FLASHING-. INCLUDES VEHICLE DETECTION! FOR VEHHICI_ES APPROACHING FROM THE NORTH_ 'WOK M tEV FLISW e SPECIALTY SIGN WITH HASHERS WARNING DIAMOND 36"X My 'ENTERING TRAFFIC WHEN! FLASHING'. INCLUDES VEHICLE DETECTION FOR VEHICLES APPROACHENG FROM THE SOUTH. RI -1 (STOP) 30-x3O" (FLASHING) INCL i ES VEli *CLE DETECTION FOR STOPPED VEHICLES AND' APPROACHING VEHICLES FFOM THE WEST_ — SPECIALTY SIGN. WT111 FLASHER -5 1,41..RNI'd G DIAMOND 36 -X36 - "TRAFFIC APPROACHING WHEN Ji. HING" TRAFFIC APPROW1ING WHEN FIFTH RR CROSSING (ALREADY HAS ARMS & LIGHTS) LARGE HILL FOURTH RR CROSSING (ALREADY HAS ARMS & LIGHTS) GOING UP TO ry THE INT. OF WCR54&17 •' F i t ,r.YY i:, FATAL = 0 I SPF TOTAL: I SPF INJ/FAT: ltj INTERSECTION OF =: INJURY=O 0 EXP = 0.80 EXP = 0.31 WCR 17 & WCR 52 {! PDO=1 OBS=0.34 OBS=0.14 - s t • -.•1 a ! . the .R C — v II. 46 J J i -Pr f• 1 I- - I. J.Y i •J — r l 4 ♦ J ROUTE 1 A * 257' L. 1 •.. i r& m g r fol'ikei PPLICANT TO STALL NB LEFT J RN ACCEL, SB RIGHT TURN ECEL, AND NB =T TURN DECEL r. INT. OFWCR .5&HWY257 INT. OF WCR 48.5 & ST. HWY. 257 EXISTING CONDITIONS TURNING TANDEM TRUCKS DON'T LEAVE THE EXISTING ROADWAY AT THIS INT WCR 48.5 r o CR 48.5 S AREA WHERE TURNING WB-67 TRUCKS GO OFF THE EXISTING ROADWAY fly' 7 0iI Li a N Lf N >- N x a� w TRANSITION BACK TO EXISTING ROADWAY ST HWY 257 �r TRANSITION FOR LEF) TURN LANE (16') EXISTING ASPHALT TO SE OVE R AID NEW ASPHALT LARGER RADII FOR TURNING TRUCKS LEFT TURN LANE (12' LANE + 4' GORE) INT. OF WCR 48.5 & ST. HWY. 257 IMPROVED CONDITIONS (NORTH LEG) RIHT TURN LANE (12' LANE + 9' SHLDR) LEFT TURN ACCEL LANE (12' LANE +4' GORE) (45 MPH DESIGN FITS) • a 4 J I I 4 i S 4— S TRANSITION FOR LEFT TURN LANE (8') EXISTING RR CROSSING WITH ARMS AND LIGHTS -310 x LOCATION AND WIDTH OF EXISTING RIVER BRIDGE RESTRICTS WHAT CAN BE BUILT GOING NORTH CDOT IS REQUESTING EB RIGHT TURN DECEL AND SB ACCEL AT INT. OF WCR 54 & HWY 257 ANOTHER HILL GOING UP TO THE INT. OF WCR 52 & HWY 257 LARGE HILL GOING UP TO THE INT. OF WCR 50.5 & HWY 257 it , ilflhl'SCR 5?1 ' L - I Sill F -g- s ,. RO LJTE 1 RO LJTE 2: • 4 — p 4 r eL J BRIDGE OVER II LITTLE THOMPSON RIVER LIGHTS) APPLICANT TO REBUILD RR CROSSING WITH CONCRETE PANELS AND CROSSING ARMS AT A WIDTH TO ACCOMMODATE WIDENING FOR TURN LANES. 2082 Birdie Way Milliken, CO 80543 June 21, 2023 Weld County Commissioners Weld County Administration Building 1150 O Street Greeley, Colorado Dear Commissioners: RECEIVED JUN 2 6 2023 WELD COUNTY COMMISSIONERS We favor the Loveland Ready -Mix proposal for dump trucks to head west on WCR 48.5 to WCR 17, then north to 54, before turning west toward their plant. That route would have the least impact on community traffic patterns. A new intersection at WCR 48.5 and 17 would benefit many Weld County residents. For example, Re5J School District buses use that intersection. This is a good opportunity for the county to improve the safety of that intersection with financial support from Loveland Ready -Mix. (Loveland Ready -Mix should DEFINITELY NOT be expected to cover the total cost to improve a road that serves so many county residences.) We believe Loveland Ready -Mix's proposed route would be the safest option for our community. Kevin Ross's plan to route 70 dump trucks through the town of Johnstown would have a huge effect on parents driving their children to Elwell Elementary School. More than 500 elementary students attend that school, and many parents turn south at the intersection of First Street and Colorado Blvd. when driving to Elwell Elementary. In Mr. Ross' proposal, seventy dump trucks would use the same intersection to turn north on WCR 13. That would add unnecessary congestion plus be a safety hazard for Johnstown children walking or riding bikes to school for twenty years. The Country officials propose trucks loaded with aggregate should cross traffic on State Highway 257, then gain speed up the road's steep incline. Highway 257 has one northbound lane. The only entrance to the Mad Russian subdivision is located at the top of that hill. Since traffic has intensified over the past couple of years, seventy additional slow -moving dump trucks per day would certainly reduce traffic flow on this primary commuter route. It would adversely affect Milliken residents. Respectfully submitted, in^ 13 11-2 N.st Merlyn and Kathy Henry tart MEMORANDUM TO: Board of County Commissioners DATE: September 6, 2023 FROM: Kim Ogle, Planning Services SUBJECT: USR22-0018 — Loveland Ready -Mixed Concrete Planning Services received via email a letter dated August 21, 2023, from Loveland Ready - Mixed Concrete requesting a continuance of USR22-0018 to allow additional time to prepare a Traffic Impact Study (TIS) for the third alternative transportation haul route as requested by this Board at the June 7, 2023. hearing. Planning Services, Development Review and Public Works are in support of this request. As the TIS has not yet been submitted to Weld County for review, we respectively request the date be set out a minimum of sixty (60) days from today to allow adequate time to complete the TIS by Delich Associates. Further, we request time for each governmental agency to review the study and draw informed conclusions, including the Town of Johnstown, Town of Milliken and the Colorado Department of Transportation (CDOT). LOVELA R[AOYuMlX CoNcRETE ........., PO BOX 299 LOVELAND, CO 80539 OFFICE 970 667 2680 FAX 970 667 0092 , August 21, 2023 Mr Kim Ogle Principal Planner Weld County Planning Services 1402 N 17th Avenue Greeley, CO RE. Dunn Pit Sand and Gravel Mine USR22-0018 Mr Ogle, Loveland Ready -Mix Concrete, Inc, hereby requests a minimum 30 day extension for the scheduled public hearing with the Board of County Commissioners on September 6, 2023 This additional time is needed to properly prepare and evaluate the additional Transportation Impact Study for a 3rd haul route as directed by the Board of County Commissioners during the June 7, 2023, Hearing The additional TIS will also need to be shared with both Town of Johnstown and Town of Milliken for their review and comment Sincerely, Stephanie FanchAr4:nglish Manager Land Use and Permitting Loveland Ready -Mix Concrete, Inc EXHIBIT COMIMIU7tITY TIIATCARES' Town ojJoknstow MEMORANDUM FROM: Kim Meyer, Planning & Development Director CC: Matt LeCerf, Town Manager Jason Elkins, Public Works Director TO: Tom Parko, Weld Planning Director DATE: June 28, 2023 RE: Loveland Ready Mix — Haul Route improvements in Johnstown Based on the three possible haul routes for this proposed USR project, the Town has prepared the following list of improvements that we believe would be needed to accommodate the impacts to the Town's transportation system from the proposed truck traffic. As review of needed engineering and construction drawings would occur, it is possible additional improvements may be needed, such as property/right-of-way acquisition utility relocation, ditch agreements and impacts, work on stormwater facilities, construction easements, and other tangential impacts. Haul Route #1 - CR 48% to CR 17 (Parish Ave) to CR 54 • Pave CR 48'/2 to Town standards where in Town limits (one half -mile east of CR 17); and • Add WB dedicated right turn lane on CR 48'/2, possible accel receiving lane needed; and • Add SB dedicated left turn lane on CR 17 at the CR 48'/2 intersection; and • Improve RR crossing safety at CR 17 and CR 48'/2 with warning lights, waning and other signage and pavement markings, to be based on design requirements by G.W.R.R. and accepted by the Town. Haul Route #2 - Hwy 257 to CR 54 This route has no impacts to current Town roadways and utilizes existing major roadways and state highways intended for regional traffic. Haul Route #3 — Hwy 257 to Hwy 60 to CR 13 with a "jog" at CR 50 • Improve two of the RR crossings on Hwy 60, west of CR 19 (currently two have traffic signals and signage; two have only non -illuminated crossing signs and minimal pavement markings), with warning lights, and warning and other signage, to be based on design requirements by G.W.R.R. and accepted by the Town and CDOT. The Community That Cares johnstown.colorado.gov P: 970.587.4664 1450 S. Parish Ave, Johnstown CO 80534 I F: 970.587.0141 • Participation in intersection improvements at CR 13/Colorado Blvd. and Hwy 60 which would have otherwise been Developer responsibility: o Add WB dedicated right turn lane to Hwy 60, with accel receiving lane on Colorado; and o Add SB dedicated left turn lane to CR 13/Colo • CR 50 & 13 improvements are needed. Note that this intersection is not in Johnstown but would greatly and directly affect the Johnstown area's transportation network. o Work with the County on hastening the design/construction of the proposed realignment of CR 13 to address the current jog" and turning movement concerns, OR o Add NB dedicated right turn lane to CR 50 — to provide a right and left turn lane at this intersection; and o Add SB dedicated left turn lane to CR 13 — to provide a right and left turn lane at this intersection. All improvements within the Town's jurisdiction will require Town -approved civil engineering plans, a development agreement, performance and maintenance surety obligations, and road maintenance plan and agreement. Improvements to Hwy 60 will involve CDOT. The Town currently entertains reimbursement agreements with developers, to provide a proportionate distribution of improvement costs among identified benefitted properties. This solution could be available for these improvements relative to future development in the surrounding areas, once the improvements are installed and accepted by the Town. The Town does not participate directly in improvements that are triggered or otherwise precipitated by direct impacts of development. The Town is very willing to work with Weld County and Loveland Ready Mix to discover a workable solution. As stated previously, our preference is for Haul Route #2 that does not directly or adversely impact the Town's transportation network and would strongly prefer that these trucks not be routed through Hwy 60 and our small downtown area at Parish Ave/CR 17 as proposed with Haul Route #3. We are happy to work through the improvements at CR 48'/2 and 17 if that route remains the preferred route of the applicant and becomes the approved route for this USR application. The Community That Cares www.iohnstownco.gov Submitted By: Fox Tuttle Transportation Group, LLC 1580 Logan Street, 6th Floor Denver, CO 80203 Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] TABLE OF CONTENTS 1.0 Introduction 3 2.0 Project Description 3 3.0 Study Considerations 4 3.1 Data Collection 4 3.2 Evaluation Methodology 4 3.3 Level of Service Capacity Analysis 4 4.0 Existing Conditions 5 4.1 Roadways 5 4.2 Intersections 6 4.3 Pedestrian and Bicycle 6 4.4 Transit 6 4.5 Existing Intersection Capacity Analysis 6 5.0 Future Conditions with the Mountain View Oil & Gas Project 6 5.1 Trip Generation 6 5.2 Trip Distribution and Assignment 7 5.3 Year 2023 Existing + Project Intersection Capacity Analysis 7 6.0 Queuing Analysis 8 7.0 Auxiliary Lane Evaluation 8 8.0 Sensitivity Analysis with Passenger Car Equivalents 9 9.0 CDOT Access Permit 10 10.0 Conclusions 10 Fox Tuttle Transportation Group, LLC Page 1OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] LIST OF TABLES Table 1 Peak Hour Intersection Level of Service Summary 12 Table 2 — Peak Hour Estimated Queues 13 Table 3 — Trip Generation Summary 14 Table 4 — Auxiliary Lane Evaluation [in report] 9 Table 5 — Peak Hour Intersection Level of Service Summary (PCEs) 15 Table 6 — Peak Hour Estimated Queues (PCEs) 16 LIST OF FIGURES Figure 1 —Vicinity Map 17 Figure 2 — Conceptual Site Plan 18 Figure 3 — Year 2023 Existing Traffic Volumes 19 Figure 4 — Site Trip Distribution 20 Figure 5 — Site -Generated Trips 21 Figure 6 — Year 2023 Existing + Project Traffic Volumes 22 Figure 7 — Passenger Car Equivalents Volumes (Existing and With Project) 23 APPENDIX Level of Service Definitions Existing Traffic Data Intersection Capacity Worksheets Fox Tuttle Transportation Group, LLC Page 2OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] MOUNTAIN VIEW OIL & GAS - WELD COUNTY TRAFFIC IMPACT STUDY 1.0 Introduction The Fox Tuttle Transportation Group has prepared this traffic impact study (Study) for the proposed installation of PDC Energy's Mountain View Oil & Gas site (Project). The site, located in Weld County (County), is south of Weld County Road 48 %2, midway between Weld County Road 17, and State Highway 257. The Project is temporary in nature, and the oil and gas production is anticipated to occur over an 18 -month period. A vicinity map is shown on Figure 1. The purpose of this Study is to assist in identifying potential traffic impacts within the Study area as a result of the Project. Due to the temporary nature of the Project, the Study addresses existing peak hour intersection conditions in the Study area with and without the Project -generated traffic. Short-term and long-term conditions are not analyzed as part of this Study as the Project will be decommissioned prior to a short-term horizon year. The information contained in this Study is anticipated to be used by County staff in identifying any intersection or roadway deficiencies and potential improvements for the build -out condition. This Study focused on the weekday AM and PM peak hours which represent the periods of highest volumes on the adjacent streets and for the proposed Project. 2.0 Project Description Currently, the Project property is an agricultural site. Adjacent properties are comprised of agricultural sites, with the Towns of Milliken and Johnstown located to the south. The Project proposes to construct a temporary oil and gas production facility on the site and is anticipated to be active for approximately 18 months. The Project will be constructed in one (1) phase, and will use the existing gravel road as the single site access connecting to Weld County Road 48 %2. The existing access road will remain side -street stop -controlled. Figure 2 shows the site plans and existing access location for the Project site. Fox Tuttle Transportation Group, LLC Page 3OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] 3.0 Study Considerations 3.1 Data Collection Intersection turning movement volumes were collected in May 2023 at three (3) existing intersections during the weekday AM and PM peak hours, including pedestrians and bicyclists. Daily traffic volumes were also collected on State Highway 257 south of Weld County Road 48 %2, and on Weld County Road 48 1/2 west of State Highway 257. Count data is shown in Figure 3 and provided in the Appendix. 3.2 Evaluation Methodology The traffic operations analysis addressed the intersection operations using the procedures and methodologies set forth by the Highway Capacity Manual (HCM)1. Existing peak hour factors (PHF) were applied to the intersections for the existing scenarios. Study intersections were evaluated using Synchro software (v11). 3.3 Level of Service Capacity Analysis A Level of Service analysis was conducted to determine the existing and project performance of the Study area intersections and access to determine the most appropriate intersection traffic controls and auxiliary lanes for project conditions. To measure and describe the operational status of the Study intersections, transportation engineers and planners commonly use a grading system referred to as "Level of Service" (LOS) that is defined by the HCM. LOS characterizes the operational conditions of an intersections traffic flow, ranging from LOS A (indicating very good, free flow operations) and LOS F (indicating congested and sometimes oversaturated conditions). These grades represent the perspective of drivers and are an indication of the comfort and convenience associated with traveling through the intersections. The intersection LOS is represented as a delay in seconds per vehicle for the intersection as a whole and for each turning movement. Typically, LOS A through C is considered to be acceptable for the overall intersection operations and LOS D overall during peak hours is acceptable. Individual movements may be allowed to fall to LOS E at intersections if the queuing is reasonable and mitigation is not warranted. Minor movements at 1 Highway Capacity Manual, Highway Research Board Special Report 209, Transportation Research Board, National Research Council, 6th Edition (2016). Fox Tuttle Transportation Group, LLC Page 4OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] unsignalized intersections, such as left turns onto a major arterial, may be allowed to fall below LOS D if mitigation is not feasible or necessary. Criteria contained in the HCM were applied for these analyses in order to determine peak hour LOS for each scenario. A more detailed discussion of LOS methodology is contained in the Appendix for reference. 4.0 Existing Conditions 4.1 Roadways The Study area boundaries are based on the amount of traffic to be generated by the Project and potential impact to the existing roadway network. The primary public roadways that serve the Project site are discussed in the following text and illustrated on Figure 1. State Highway 257 is a north -south, two-lane major collector that provides local and regional access between the Town of Severance and the Town of Milliken. SH 257 is a CDOT facility classified as R -A (Regional Highway). Near the Project site, this roadway provides access to the heart of Milliken, residential neighborhoods, rural agricultural areas, and light industrial businesses. SH 257 provides direct access to US 34, US 34 Business, and SH 66. The posted speed limit is 55 mph within the Study area. State Highway 257 currently serves approximately 14,880 vpd south of Weld County Road 48 1/2 (May 2023). Weld County Road 17 is a north -south, two-lane arterial roadway within the Study area. Within the Town of Johnstown, the roadway is named Parish Avenue. The roadway extends from the Town of Windsor (north) to the Town of Firestone (south) and provides access to agricultural and rural residential neighborhoods, as well as connecting adjacent communities. The posted speed limit is 45 mph within the Study area. Weld County Road 48 'z is an east -west, two-lane rural roadway and is paved directly east of Weld County Road 17, and unpaved east of Conrad Street to State Highway 257. This roadway travels from Weld County Road 17 (west) to State Highway 257 (east) and provides access to rural residential and farmland sites. Weld County Road 48 %2 currently serves approximately 200 vehicles per day (vpd) west of State Highway 257 (May 2023). The posted speed limit is 30 miles per hour (mph) within the Study area. Fox Tuttle Transportation Group, LLC Page 5OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] 4.2 Intersections Three (3) existing intersections were analyzed for existing and Project conditions and are listed below with the current traffic control: 1. Weld County Road 17 at Weld County Road 48% [side -street stop -controlled] 2. Weld County Road 481/2 at Access [side -street stop -controlled] 3. State Highway 257 at Weld County Road 481/2 [side -street stop -controlled] The existing lane configuration at each of the Study locations are illustrated on Figure 3. 4.3 Pedestrian and Bicycle Currently, there are no on -street bike lanes or sidewalks on any of the Study roadways. Weld County Road 17 and Weld County Road 48 %z have unpaved shoulders on both sides of the roadways, while State Highway 257 has paved shoulders on both sides within the Study area. 4.4 Transit There are currently no transit services or providers near the Project area. 4.5 Existing Intersection Capacity Analysis The existing volumes, lane configuration, and traffic control are illustrated on Figure 3. The results of the LOS calculations for the intersections are summarized in Table 1. The 95th percentile queues are summarized in Table 2. The intersection Level of Service worksheets are attached in the Appendix. Currently, the three (3) Study intersections were calculated to operate overall at LOS A or better in both peak periods, with all individual movements operating at LOS C or better. All movements have 95th percentile queues that do not impact upstream intersections or indicate a need for auxiliary lanes. 5.0 Future Conditions with the Mountain View Oil & Gas Project 5.1 Trip Generation A trip generation estimate was performed to determine the traffic characteristics of the proposed developments. Operational information was provided by PDC Energy in order to determine daily, AM peak hour, and PM peak hour traffic volumes associated with the oil and gas production. The provided information is available in the Appendix. Fox Tuttle Transportation Group, LLC Page 6OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] Table 3 provides the trip generation estimates for the Project (refer to the Appendix). The proposed Project is expected to experience only new trips, also known as `primary trips', as discussed below: Primary Trips. These trips are made specifically to visit the site and are considered "new" trips. Primary trips would not have been made if the Project did not exist. Therefore, this is the only trip type that increases the total number of trips made on a regional basis. The Project was estimated to generate up to 682 daily trips with 82 trips in the AM peak hour and 55 trips in the PM peak hour as detailed in Table 3. 5.2 Trip Distribution and Assignment The estimated trip volumes were distributed onto the street network based on Project operations information, existing traffic characteristics, land uses, and traffic patterns in the area. PDC Energy provided information regarding the anticipated hauling routes. The assumed distributions are shown on Figure 4. Using the distribution assumptions, the projected site traffic was assigned to the Study area roadway network for the weekday AM and PM peak hour periods and shown on Figure 5. 5.3 Year 2023 Existing + Project Intersection Capacity Analysis This section discusses impacts associated with the addition of the Project. The site -generated volumes were added to the Year 2023 existing volumes and are illustrated on Figure 6. The details of the LOS for each movement are listed on Table 1. The 95th percentile queues are summarized on Table 2. The intersection Level of Service worksheets are attached in the Appendix. In summary, the Project trips are anticipated to have little impact to the existing performance of the Study intersections. The overall levels of service were calculated to remain LOS A in both peak hours with most individual movements operating at LOS B or better. At the intersection of State Highway 257 and Weld County Road 48 16, the eastbound movement was calculated to begin to operate at LOS F in the AM peak hour and LOS B in the PM peak hour. This is due to the increase in eastbound left -turn volume. The 95th percentile queue was estimated to be up to two (2) vehicles in the AM peak hour and is does not extend to the upstream driveway. Fox Tuttle Transportation Group, LLC Page 7OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] No mitigation measures are recommended as it is typical for side -street movements to operate below LOS D along major arterial roadways within peak hours and the 95th percentile queue length is minimal. Additionally, the Mountain View Oil & Gas production is temporary and the added delay will only occur for 18 months. 6.0 Queuing Analysis A queuing analysis was performed to determine if the 95th percentile queues would impact an upstream intersection/access since there are no existing auxiliary lanes at the Study intersections. Table 2 provides the distance to the nearest upstream intersection or access, as well as the 95th percentile queues for each existing and future scenario as calculated by Synchro (assuming each vehicle utilizes 25 feet of space). It should be noted that the 95th percentile queue length is a theoretical queue that is 1.65 standard deviations above the average queue length. In theory, the 95th percentile queue would be exceeded 5% of the time based on the average queue length, but it is also possible that a queue this long may not occur. All of the estimated existing and future 95th percentile queues were calculated to be shorter than the distance to the nearest upstream intersection. 7.0 Auxiliary Lane Evaluation The purpose of the criteria is to enhance safety and access along state facilities. The intersection of State Highway 257 at Weld County 48 %2 was reviewed to determine if the CDOT criteria is met for considering the installation of auxiliary lanes on the highway. Within the study area, State Highway 257 is classified as NR -A (Non -Rural Arterial) and has a posted speed limit of 55 mph. Per the State Highway Access Code (March 2002) requirements, a left -turn deceleration lane is required if the volume is greater than 10 vph and a right -turn deceleration lane is required if the volume is greater than 25 vph (this is for speed limits greater than 45 mph). The deceleration length will include the taper length and is required to be a total of 600 feet with a taper rate of 18.5 to 1, which equates to 222 feet (assuming 12 -foot). Fox Tuttle Transportation Group, LLC Page 8OP Mountain View Oil & Gas - Weld County Traffic Impact Study [FT#23040] July 11, 2023 Table 4 provides the existing auxiliary lane dimensions and CDOT design lengths requirements. The listed movements serve the proposed project site and the peak hour volumes for existing and with Project trips were reviewed to determine the compliance with the required auxiliary lane lengths. Table 4. Auxiliary Lane Evaluation Existing With Project CDOT Design Criteria Intersection Total and Highest Criteria Ex+Proj Criteria CDOT Auxiliary Storage Taper Movement Peak Hr Met. Peak Hr Met? Class. Lane Length (II Length (1) Volume Volume Length State Highway 257 at Weld County 481/2 NB Left SB Right 19 9 Yes No 34 25 Yes No NR -A 640 ft 40 ft • 222 ft (1) The taper length is included in the deceleration length. As shown in Table 4, the existing northbound left -turn volume exceeds the CDOT threshold to require a deceleration lane and is not related to the Project trips. If a northbound left -turn lane were considered for installation, it should be noted that the Project trips are only 44% of the peak hour volume in the subject movement. 8.0 Sensitivity Analysis with Passenger Car Equivalents For a sensitivity analysis on the capacity analysis and auxiliary lane assessment, the volumes at the intersection of SH 257 and Weld County 48 % were equated to Passenger Car Equivalents (PCE) for both evaluation scenarios. The truck traffic was multiplied by three (3) to estimate PCEs. The existing count data included heavy vehicle percentages by movement which were used to determine the PCEs for existing volumes. The operational data indicated that up to 50% of the Project trips will be heavy vehicles. The PCE volumes are summarized on Figure 7. The levels of service for the Study intersections with heavy vehicles converted to PCEs is summarized in Table 5 and the associated 95th percentile queues are shown in Table 6. Fox Tuttle Transportation Group, LLC Page 9OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] Comparing the intersection and movement performances between the PCE volumes and non-PCE volumes, the majority of the delays were within two (2) seconds and the majority of queues were within five (5) feet. The greatest impact was on the eastbound approach at the intersection of State Highway 257 and Weld County 48 %. The delay was estimated to be greater than 120 seconds (an increase from 52 seconds) in the AM peak hour and the 95th percentile queue was calculated to become 168 feet (increase from 50 feet). The queue does not impact the upstream driveway and these levels of performance are expected on stop -controlled side streets along arterial roadways. A change in traffic control is not warranted and auxiliary lanes on the side street approach are not anticipated to have a significant impact on the delay. 9.0 CDOT Access Permit The new trips on Weld County 48 % accessing State Highway 257 will add up to 51 vehicles in the peak hours (up to 103 PCEs), which is approximately 76% of the estimated future AM peak hour volume and 93% of the future PM peak volume on Weld County 48 1/2. CDOT requires an access permit when the side -street volume increases the permitted volume by 20% or more. The access permit application will be provided at a later date. 10.0 Conclusions The Mountain View Oil & Gas Project proposes to construct a temporary oil and gas production facility in Weld County, Colorado. The Project will utilize the existing access road to provide access to Weld County Road 48%. The Project is anticipated to generate up to 682 weekday daily trips, 82 weekday AM peak hour trips, and 55 weekday PM peak hour trips. There are no recommended mitigation measures due to existing or Project traffic. Fox Tuttle Transportation Group, LLC Page 10OP Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] Tables and Figures: Table 1 — Peak Hour Intersection Level of Service Summary Table 2 — Peak Hour Estimated Queues Table 3 — Trip Generation Summary Table 5 — Peak Hour Intersection Level of Service Summary (PCEs) Table 6 — Peak Hour Estimated Queues (PCEs) Figure 1— Vicinity Map Figure 2 — Conceptual Site Plan Figure 3 — Year 2023 Existing Traffic Volumes Figure 4 — Site Trip Distribution Figure 5 —Site-Generated Trips Figure 6 — Year 2023 Existing + Project Traffic Volumes Figure 7 — Passenger Car Equivalents Volumes (Existing and with Project) FT#23040 Mountain View Oil and Gas Traffic Impact Study Table 1 - Peak Hour Intersection Level of Service Summary Intersections and Lane Groups Delay AM Year 2023 Peak LOS Existing Delay PM Peak LOS Delay Year AM 2023 Existing Peak LOS Delay + PM Project Peak LOS STOP SIGN CONTROL 1. Weld County County Road 48.5 Road 17 Weld 1 A 1 A 14 2 0 0 8 A A B A A 1 A at Eastbound Westbound Northbound Southbound Left+Through+Right Left+Through+Right Left+Through+Right Left+Through+Right 14 0 0 8 A B A A 11 14 8 8 B B A A 11 13 8 8 B B A A 2. Weld County Road 48.5 at 1 A 0 A 10 10 5 8 7 A A A A A 3 A Access Eastbound Westbound Northbound Southbound Left+Through+Right Left+Through+Right Left+Through+Right Left+Through+Right 10 8 0 0 A A A A • 0 0 0 0 A A A A 0 8 0 0 A A A A 3. State County Highway Road 257 48.5 at Weld 0 A 0 A 2 52 0 9 0 A F A A A 1 A Eastbound Westbound Northbound Southbound Left+Through+Right Left+Through+Right Left+Through+Right Left+Through+Right 14 0 9 0 B A A A 11 0 8 0 B A A A 11 0 8 0 B A A A 7/11/2023 Page 1 of 1 23040 LOS Queue v2.xlsx FT#23040 Mountain View Oil and Gas Traffic Impact Study Table 2 - Peak Hour Estimated Queues Intersections and Lane Groups Year 2023 95th% Queue AM Existing PM Year 2023 95th% AM Existing + Project Queue PM Max. Queue Storage upstream intersection) Existing (to 1. Weld County County Road 48.5 Road 17 Weld Stop -Controlled p Stop -Controlled p at Eastbound Left+Through+Right 0' 0' 0' 0' 0' 400' Westbound Left+Through+Right 13' 3' 15' 5' 15' 300' Northbound Left+Through+Right 0' 0' 0' 0' 0' 1300' Southbound Left+Through+Right 0' 0' 3' 3' 3' 650' 2. Weld County Road 48.5 at Stop -Controlled p Stop -Controlled p Access Eastbound Left+Through+Right 0' 0' 0' 0' 0' 140' Westbound Left+Through+Right 0' 0' 3' 3' 3' 950' Northbound Left+Through+Right 0' 0' 5' 0' 5' 500' Southbound Left+Through+Right 0' 0' 0' 0' 0' 200' 3. State Count y Highway Road 257 at Weld 48.5 Stop -Controlled p Stop p -Controlled Eastbound Left+Through+Right 3' 0' 50' 5' 50' 200' Westbound Left+Through+Right 0' 0' 0' 0' 0' 500' Northbound Left+Through+Right 3' 0' 3' 0' 3' 400' Southbound Left+Through+Right 0' 0' 0' 0' 0' 300' 7/11/2023 Page 1 of 1 23040_LOS_Queue v2.xlsx FT #23040 Mountain View Oil and Gas Traffic Impact Study 7/11/2023 Table 3 - Trip Generation Land Use Average Daily Weekday AM Peak Hour PM Peak Hour Total In Out Total In Out Total In Out Oil & Gas Production 682 341 341 1 82 41 41 55 28 27 Total 682 341 341 82 41 41 55 28 27 Source: Operations plan from Mountain View 23040_Volumes v2.xlsx FT#23040 Mountain View Oil and Gas Traffic Impact Study Table 5 - Peak Hour Intersection Level of Service Summary (PCEs) Intersections and Lane Groups Delay AM Year 2023 Peak LOS (PCEs) Existing Delay PM Peak LOS Year Delay AM 2023 Existing Peak LOS + Project Delay PM Peak (PCEs) LOS STOP SIGN CONTROL 1. Weld County County Road 48.5 Road 17 Weld 2 A 1 A 2 A 1 A at Eastbound Left+Through+Right 0 A 11 B 0 A 11 B Westbound Left+Through+Right 15 B 14 B 15 B 12 B Northbound Left+Through+Right 0 A 8 A 0 A 8 A Southbound Left+Through+Right 8 A 8 A 8 A 8 A 2. Weld County Road 48.5 at 1 A 0 A 5 A 4 A Access Eastbound Left+Through+Right 7 A 0 A 7 A 0 A Westbound Left+Through+Right 0 A 0 A 8 A 7 A Northbound Left+Through+Right 0 A 0 A 10 A 0 A Southbound Left+Through+Right 9 A 0 A 9 A 0 A 3. State County Highway Road 257 48.5 at Weld 0 A 0 A 10 B 2 A Eastbound Left+Through+Right 13 B 11 B >120 F 12 B Westbound Left+Through+Right 0 A 0 A 0 A 0 A Northbound Left+Through+Right 9 A 8 A 9 A 8 A Southbound Left+Through+Right 0 A 0 A 0 A 0 A 7/11/2023 ._ T ■ ■ T T ■ r T U e T LE! I. Page 1 of 1 23040 LOS Queue v2.xlsx FT#23040 Mountain View Oil and Gas Traffic Impact Study Table 6 - Peak Hour Estimated Queues (PCEs) Intersections and Lane Groups Year 2023 95th% AM (PCEs) Existing Queue PM Year 2023 Project 95th% AM Existing (PCEs) Queue PM + Queue Max. Storage upstream intersection) Existing (to 1. Weld County Road 17 Weld Stop -Controlled Stop -Controlled at County Road 48.5 Eastbound Left+Through+Right 0' 0' 0' 0' 0' _ 400' Westbound Left+Through+Right 15' 3' 23' 5' 23' 300' Northbound Left+Through+Right 0' 0' 0' 0' 0' 1300' Southbound Left+Through+Right 0' 0' 3' 3' 3' 650' 2. Weld County Road 48.5 at Stop -Controlled p Stop -Controlled p Access Eastbound Left+Through+Right 0' 0' 0' 0' 0' 140' Westbound Left+Through+Right 0' 0' 5' 5' 5' 950' Northbound Left+Through+Right 0' 0' 8' 0' 8' 500' Southbound Left+Through+Right 0' 0' 0' 0' 0' 200' 3. State Count y Highway Road 257 at Weld 48.5 Stop -Controlled p Stop p -Controlled Eastbound Left+Through+Right 8' 0' 168' 8' 168' 200' Westbound Left+Through+Right 0' 0' 0' 0' 0' 500' Northbound Left+Through+Right 3' 0' 5' 3' 5' 400' Southbound Left+Through+Right 0' 0' 0' 0' 0' 300' 7/11/2023 Page 1 of 1 23040_LOS_Queue v2.xlsx TUTTLE RANSPORTATION GROUP ,PROJECT SITE t'�Efl U' MOUNTAIN VIEW OIL & GAS TRAFFIC IMPACT STUDY - WELD COUNTY, CO VICINITY MAP Project # 23040 I Original Scale NTS I Date 5/25/2023 I Drawn by OAF I Figure # WCR 48 Z Existing Access Full Movement Side -Street Stop -Control TUTTLE TRANSPORTATION GROUP MOUNTAIN VIEW OIL & GAS TRAFFIC IMPACT STUDY - WELD COUNTY, CO CONCEPTUAL SITE PLAN Project # 23040 I Original Scale NTS Date 5/25/2023 I Drawn by OAF I Figure # N v min / 4, s a, / / i 1 7 WCR 48 TUTTLE A C C E S S / I / / / i i \ PROJECT SITE N N 1-O N r 200 / 14,745 KEY I i XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME WEEKDAY DAILY TRAFFIC VOLUME EXISTING LANE CONFIGURATION POI TRANSPORTATION GROUP MOUNTAIN VIEW OIL & GAS TRAFFIC IMPACT STUDY - WELD COUNTY, CO YEAR 2023 EXISTING TRAFFIC VOLUMES Project # 23040 I Original Scale NTS Date 5/25/2023 I Drawn by OAF I Figure # 25% 38% To/From North via To/From North via WCR 17 SH 257 N WCR 48 i N 1-O N PROJECT SITE 0% 37% I i To/From South via To/From South via WCR 17 SH 257 TUTTLE TRANSPORTATION GROUP MOUNTAIN VIEW OIL & GAS TRAFFIC IMPACT STUDY - WELD COUNTY, CO SITE TRIP DISTRIBUTION Project # 23040 I Original Scale NTS Date 5/25/2023 I Drawn by OAF I Figure # N v min 4, s a, 1 7 WCR 48 TUTTLE A C C E S S / / i s i 16/10 0/0 15/10 \ PROJECT SITE r 340 KEY I XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME WEEKDAY DAILY TRAFFIC VOLUME EXISTING LANE CONFIGURATION POI TRANSPORTATION GROUP MOUNTAIN VIEW OIL & GAS TRAFFIC IMPACT STUDY - WELD COUNTY, CO SITE -GENERATED TRIPS Project # 23040 I Original Scale NTS Date 7/7/2023 I Drawn by OAF I Figure # U k min 4, s a, / / / / 1 7 WCR 48 i TUTTLE A C C E S S / I / / / / / / / / / 16/12 0/0 23/11 I 0 PROJECT SITE N N I 540 / / 14,915 KEY XX/XX AM/PM PEAK HOUR TRAFFIC VOLUME WEEKDAY DAILY TRAFFIC VOLUME EXISTING LANE CONFIGURATION N POI TRANSPORTATION GROUP MOUNTAIN VIEW OIL & GAS TRAFFIC IMPACT STUDY - WELD COUNTY, CO YEAR 2023 EXISTING + PROJECT TRAFFIC VOLUMES Project # 23040 I Original Scale NTS Date 7/7/2023 I Drawn by OAF I Figure # 0/0 0/0 0/1 1 7 O re O ar— o 0 O O N N O N N Existing + Project PCEs N V cc 3 Existing Passenger Car Equivalents (PCEs) 0/0 0/0 0/1 20/4 0/0 28/6 O N O o0 O N a O N O N 40/19 0/0 28/6 WCR 48 N ti 3/0 22/4 3/0 Existing PCEs c C E s s / O O O N) O O O O O 0 0 0 Existing + Project PCEs TUTTLE / 0/0 37/0 0/0 3,04 22/4 23/15 / / / / NO O O U-) O O CD N Co / / / / / 0/0 *P-37/0 63/43 32/22 0/0 51/21 0/2 0/0 20/1 O) O N c7 CD N -) U-) O N O ` o UD OD PROJECT SITE 0/0 0/0 0/0 2 5 7 0 N CD Ntv \ O \ N cNI O cc I` \ Existing PCEs 0/0 0/0 0/0 Existing + Project PCEs I 540 14,915 KEY I i XX/XX AM/PM PEAK HOUR PCE VOLUME WEEKDAY DAILY PCE VOLUME EXISTING LANE CONFIGURATION RANSPORTATION GROUP MOUNTAIN VIEW OIL & GAS TRAFFIC IMPACT STUDY - WELD COUNTY, CO PASSENGER CAR EQUIVALENTS VOLUMES (EXISTING AND WITH PROJECT) 23040 I Original Scale NTS I Date 7/7/2023 I Drawn by OAF I Figure # Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] Appendix: Level of Service Definitions Existing Traffic Data Intersection Capacity Worksheets Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] Level of Service Definitions FOX TUTTLE LEVEL OF SERVICE DEFINITIONS In rating roadway and intersection operating conditions with existing or future traffic volumes, "Levels of Service" (LOS) A through F are used, with LOS A indicating very good operation and LOS F indicating poor operation. Levels of service at signalized and unsignalized intersections are closely associated with vehicle delays experienced in seconds per vehicle. More complete level of service definitions and delay data for signal and stop sign controlled intersections are contained in the following table for reference. of Level Service Rating Delay in seconds per vehicle (a) Definition Signalized Unsignalized A 0.0 to 10.0 0.0 to 10.0 low Low vehicular and are able vehicles to maintain traffic can volumes; freely their desired maneuver primarily speeds within free with flow the little traffic operations. or no stream. delay. Density Drivers is B 10.1 to 20.0 10.1 to 15.0 Stable of only drivers operating slightly vehicular are restricted. not speeds subject traffic due to volume The to appreciable traffic stopped flow conditions. with delays tension. potential are Vehicle not for bothersome some maneuvering restriction and is C 20.1 to 35.0 15.1 to 25.0 Stable more operating vehicle restricted traffic queues speeds operations, cause by prevail, the delays increase however but along adverse in the traffic the ability signal corridor. volumes. for coordination vehicles Relatively to or maneuver satisfactory longer is D 35.1 to 55.0 25.1 to 35.0 Approaching volume ability Driver to could comfort maneuver unstable cause and convenience substantial and vehicular selection traffic delays. are of low, travel flow Most speeds but where drivers tolerable. small due are increases restricted to congestion. in in E 55.1 to 80.0 35.1 to 50.0 Traffic average Vehicular duration. signal signalized operations progression/timing travel flow High corridors. speeds is signal characterized unstable density, of one-half and are extensive the there by significant to typical one-third is potential vehicle causes approach the for queuing, of free stoppages vehicle flow delays or speed. corridor delays and of brief at F > 80.0 > 50.0 Forced at stoppages downstream critical vehicular intersections. may congestion. occur traffic flow for Vehicle short and or speeds operations long are reduced periods with of time high approach substantially, because of delays and (a) Delay ranges based on Highway Capacity Manual (6th Edition, 2016) criteria. Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] ► Existing Traffic Data Vehicle Classification Report Summary Location: Count Direction: Date Range: Site Code: WCR 48 1/2 W/O SH 257 Eastbound / Westbound 5/10/2023 to 5/10/2023 01 way DATA SOLUTIONS FHWA Vehicle Classification Direction Total Volume 1 2 3 4 5 6 7 8 9 10 11 12 13 _ Eastbound 0 35 0.0% 35.7% 17.3% 17 2 2.0% 42.9% 42 0 0 0.0% 0.0% 1.0% 1 0 0.0% 1.0% 1 0 0 0 0.0% 0.0% 0.0% 98 Westbound 0 31 0.0% 30.1 % 11.7% 12 0 0.0% 54.4% 56 3 0 0 2.9% 0.0% 0.0% 1.0% 1 0 0 0 0 0.0% 0.0% 0.0% 0.0% 103 Total 0 66 0.0% 32.8% 14.4% 29 1.0% 2 48.8% 98 1.5% 3 0 1 0.0% 0.5% 1 0.5% 1 0.5% 0 0 0 0.0% 0.0% 0.0% 201 FHWA Vehicle Classification Class 1 - Motorcycles Class 2 - Passenger Cars Class 3 - Other Two -Axle, Four -Tire Single Unit Vehicles Class 4 - Buses Class 5 - Two -Axle Six -Tire, Single -Unit Trucks Class 6 - Three -Axle Single -Unit Trucks Class 7 - Four or More Axle Single -Unit Trucks Class 8 - Class 9 - Class 10 Class 11 Class 12 Class 13 Four or Fewer Axle Single -Trailer Trucks Five -Axle Single -Trailer Trucks - Six or More Axle Single -Trailer Trucks - Five or fewer Axle Multi -Trailer Trucks - Six -Axle Multi -Trailer Trucks - Seven or More Axle Multi -Trailer Trucks TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 1 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 to 5/10/2023 Site Code: 01 Wednesday, May 10, 2023 Eastbound iday DATA SOLUTIONS FHWA Vehicle Classification Total Volume 2 3 4 5 6 7 8 9 10 11 12 13 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 1 0 3 0 0 0 0 0 0 0 0 5 8 7:00 AM 0 1 2 0 4 0 0 1 0 0 0 0 0 8:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 7 9:00 AM 0 0 2 1 4 0 0 0 0 0 0 0 0 10:00 AM 0 1 0 1 2 0 0 0 0 0 0 0 0 4 3 11:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 12:00 PM 0 1 3 0 2 0 0 0 0 1 0 0 0 7 7 1:00 PM 0 3 1 0 3 0 0 0 0 0 0 0 0 2:00 PM 0 9 0 0 6 0 0 0 0 0 0 0 0 15 6 3:00 PM 0 3 1 0 2 0 0 0 0 0 0 0 0 4:00 PM 0 5 1 0 5 0 0 0 0 0 0 0 0 11 8 5:00 PM 0 4 2 0 2 0 0 0 0 0 0 0 0 6:00 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 1 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total• 0 35 17 42 0 Ir 0 11.111r0 I 1 I 0 10 101 98 .0° _ 0.0% 35.7% 17.3% 42.9% 0.0% 0.0% 1.0% III 0.0% 1.0% 0.0% 0.0% 1 0.0% TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 2 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 to 5/10/2023 Site Code: 01 Wednesday, May 10, 2023 Westbound iday DATA SOLUTIONS FHWA Vehicle Classification Total Volume 2 3 4 5 6 7 8 9 10 11 12 13 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 7:00 AM 0 8 3 0 3 1 0 0 0 0 0 0 0 8:00 AM 0 3 2 0 8 1 0 0 0 0 0 0 0 9:00 AM 0 1 0 0 4 0 0 0 0 0 0 0 0 10:00 AM 0 1 0 0 4 0 0 0 0 0 0 0 0 11:00 AM tT% 0 1 1 0 3 0 0 0 1 0 0 0 0 12:00 PM 0 0 0 0 4 0 0 0 0 0 0 0 0 1:00 PM 0 1 2 0 3 1 0 0 0 0 0 0 0 2:00 PM 0 3 1 0 4 0 0 0 0 0 0 0 0 3:00 PM 0 2 0 0 7 0 0 0 0 0 0 0 0 4:00 PM 0 4 0 0 8 0 0 0 0 0 0 0 0 5:00 PM 0 3 0 0 2 0 0 0 0 0 0 0 0 6:00 PM 0 2 1 0 3 0 0 0 0 0 0 0 0 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 Total • 0 31 12 56 3 0 0 1 1 0 1 0 1 0 1 0 B103 0.54.4/0 o 0.0% 30.1%11.7°/0-1110)°-o 0 2.9/0 0 0.0% 0 0.0/ 0 1.0% 0 0.0% 0.0% 0 0.0% 0 0 1 0.0% TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 3 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 to 5/10/2023 Site Code: 01 Total Study Average Eastbound iiday DATA SOLUTIONS FHWA Vehicle Classification Total Volume �. 2 3 4 5 6 7 8 9 10 11 12 13 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2 1:00 AM 0 0 0 0 2 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 1 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 1 1 0 3 0 0 0 0 0 0 0 0 5 8 7:00 AM 0 1 2 0 4 0 0 1 0 0 0 0 0 8:00 AM 0 1 1 0 1 0 0 0 0 0 0 0 0 3 7 9:00 AM 0 0 2 1 4 0 0 0 0 0 0 0 0 10:00 AM 0 1 0 1 2 0 0 0 0 0 0 0 0 4 3 11:00 AM 0 1 0 0 2 0 0 0 0 0 0 0 0 12:00 PM 0 1 3 0 2 0 0 0 0 1 0 0 0 7 7 1:00 PM 0 3 1 0 3 0 0 0 0 0 0 0 0 2:00 PM 0 9 0 0 6 0 0 0 0 0 0 0 0 15 6 3:00 PM 0 3 1 0 2 0 0 0 0 0 0 0 0 4:00 PM 0 5 1 0 5 0 0 0 0 0 0 0 0 11 8 5:00 PM 0 4 2 0 2 0 0 0 0 0 0 0 0 6:00 PM 0 3 2 0 1 0 0 0 0 0 0 0 0 6 1 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 1 0 0 2 0 0 0 0 0 0 0 0 3 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 r 51I 0 35 17 42 0 Ir 0 1111r0 II I 0 1 0 1 0 1 98 0.0% 35.7% 17.3% .0° _ 42.9% 0.0% 0.0% 1.0% si 0.0% 1.0% 0.0% 0.0% 1 0.0% Note: Average only condsidered on days with 24 -hours of data. TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 4 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 to 5/10/2023 Site Code: 01 Total Study Average Westbound ■ iday DATA SOLUTIONS FHWA Vehicle Classification Total Volume �. 2 3 4 5 6 7 8 9 10 11 12 13 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 0 0 0 0 0 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 2 0 0 1 0 0 0 0 0 0 0 0 7:00 AM 0 8 3 0 3 1 0 0 0 0 0 0 0 8:00 AM 0 3 2 0 8 1 0 0 0 0 0 0 0 9:00 AM 0 1 0 0 4 0 0 0 0 0 0 0 0 10:00 AM 0 1 0 0 4 0 0 0 0 0 0 0 0 11:00 AM tT% 0 1 1 0 3 0 0 0 1 0 0 0 0 12:00 PM 0 0 0 0 4 0 0 0 0 0 0 0 0 1:00 PM 0 1 2 0 3 1 0 0 0 0 0 0 0 2:00 PM 0 3 1 0 4 0 0 0 0 0 0 0 0 3:00 PM 0 2 0 0 7 0 0 0 0 0 0 0 0 4:00 PM 0 4 0 0 8 0 0 0 0 0 0 0 0 5:00 PM 0 3 0 0 2 0 0 0 0 0 0 0 0 6:00 PM 0 2 1 0 3 0 0 0 0 0 0 0 0 7:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 8:00 PM 0 0 1 0 0 0 0 0 0 0 0 0 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 r 0 31 12 1 56 3 0 0 1 I 0 1 0 1 0 ii 0 11103 0.0% 30.1% 11.7% 0.-41.0° - I 54.4% 2.9% 0.0% 0.0°Alli 1.0% 0.0% 0.0% 0.0% Ill 0.0% Note: Average only condsidered on days with 24 -hours of data. TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 5 Vehicle Speed Report Summary Location: Direction: Date Range: Site Code: WCR 48 1/2 W/O SH 257 Eastbound / Westbound 5/10/2023 to 5/10/2023 01 Ida* DATA SOLUTIONS Speed Range (mph) Direction Total Volume 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 31_35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Eastbound 0 0 1 0 4 9 21 30 12 11 8 1 1 0 0 0 0 98 0.0% 0.0% 1.0% 0.0% 4.1% 9.2% 21.4% 30.6% 12.2% 11.2% 8.2% 1.0% 1.0% 0.0% 0.0% 0.0% 0.0% Westbound 0 0 1 2 7 12 26 29 14 5 3 4 0 0 0 0 0 103 0.0% 0.0% 1.0% 1.9% 6.8% 11.7% 25.2% 28.2% 13.6% 4.9% 2.9% 3.9% 0.0% 0.0% 0.0% 0.0% 0.0% Total k 0 0 2 2 11 21 47 59 26 16 11 5 1 0 0 0 0 201 0.0% 0.0% 1.0% 1.0% 5.5% 10.4% 23.4% 29.4% 12.9% 8.0% 5.5% 2.5% 0.5% 0.0% 0.0% 0.0% 0.0% Total Study Percentile Speed Summary Total Study Speed Statistics Eastbound Eastbound 50th 85th 95th Percentile Percentile Percentile (Median) 42.3 mph 53.6 mph 57.0 mph Mean 10 Percent mph (Average) Speed Pace in Pace 43.1 33.7 - 43.7 52.0 mph mph Westbound Westbound 50th 85th 95th Percentile Percentile Percentile (Median) 40.5 48.1 58.2 mph mph mph Mean 10 Percent mph (Average) Pace in Speed Pace 34.6 41.0 - 44.6 53.4 mph mph % TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 1 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 to 5/10/2023 Site Code: 01 Wednesday, May 10, 2023 Eastbound Ida* DATA SOLUTIONS Time Speed Range (mph) Total Volume 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 0 1 1 0 0 2 1 0 0 0 0 0 5 8 7:00 AM 0 0 0 0 1 1 2 2 1 1 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 3 9:00 AM 0 0 0 0 0 2 2 2 1 0 0 0 0 0 0 0 0 7 10:00 AM 0 0 0 0 1 0 0 2 0 1 0 0 0 0 0 0 0 4 11:00 AM 0 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 3 0 0 0 0 1 0 1 5 0 0 0 0 0 0 0 0 0 12:00 PM 7 7 1:00 PM 0 0 0 0 0 0 4 0 3 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 0 0 2 3 5 1 2 2 0 0 0 0 0 0 15 3:00 PM 0 0 0 0 0 0 1 1 0 3 1 0 0 0 0 0 0 6 4:00 PM 0 0 0 0 0 0 4 4 1 2 0 0 0 0 0 0 0 11 5:00 PM 0 0 0 0 0 1 0 5 0 0 2 0 0 0 0 0 0 8 6:00 PM 0 0 0 0 0 1 0 1 2 0 1 0 1 0 0 0 0 6 7:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 3 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 9 21 30 12 11 8 1 it 0 0 0 0 98 Total 0.0% 0.0% 1.0% 4.1% 9.2% 21.4% 11.2% 8.2% 1.0% 0.0% 0.0% 30.6% 12.2% 1.0WIIP 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th 85th 95th Percentile Percentile Percentile (Median) 42.3 53.6 57.0 mph mph mph Mean 10 Percent mph (Average) Pace in Speed Pace 43.1 33.7 - 43.7 52.0 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 2 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 to 5/10/2023 Site Code: 01 Wednesday, May 10, 2023 Westbound Ida* DATA SOLUTIONS Speed Range (mph) Total Time Volume 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 15 7:00 AM 0 0 0 0 0 3 3 3 5 0 1 0 0 0 0 0 0 8:00 AM 0 0 0 0 1 2 4 4 0 1 0 2 0 0 0 0 0 14 9:00 AM 0 0 1 0 0 0 1 2 1 0 0 0 0 0 0 0 0 5 10:00 AM 0 0 0 0 1 0 0 0 1 3 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 1 0 0 2 2 1 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 12:00 PM 4 7 1:00 PM 0 0 0 0 1 1 2 2 1 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 1 0 1 0 3 2 0 1 0 0 0 0 0 0 8 3:00 PM 0 0 0 0 1 3 2 2 0 1 0 0 0 0 0 0 0 9 4:00 PM 0 0 0 0 1 0 3 7 1 0 0 0 0 0 0 0 0 12 5:00 PM 0 0 0 0 1 0 1 2 1 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 0 0 1 1 2 1 0 0 0 1 0 0 0 0 0 6 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 7 12 26 29 14 5 3 4 0 ii 0 0 0 0 103 Total 0.0% 0.0% 1.0% 1.9% 6.8% 11.7% 25.2% 28.2% 4.9% 3.9% 0.0% 13.6% 2.9% 0.0°%$li 0.0% 0.0% 0.0% Daily Percentile Speed Summary Speed Statistics 50th 85th 95th Percentile Percentile Percentile (Median) 40.5 48.1 58.2 mph mph mph Mean 10 Percent mph (Average) Pace in Speed Pace 34.6 - 44.6 53.4 41 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 3 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 to 5/10/2023 Site Code: 01 Total Study Average Eastbound Ida* DATA SOLUTIONS Time Speed Range (mph) Total Volume 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 1 0 0 0 0 0 6:00 AM 5 8 3 7:00 AM 0 0 0 0 1 1 2 2 1 1 0 0 0 0 0 0 0 8:00 AM 0 0 0 0 0 0 2 1 0 0 0 0 0 0 0 0 0 9:00 AM 7 0 0 0 0 0 2 2 2 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 2 0 1 0 0 0 0 0 0 0 10:00 AM 4 3 7 11:00 AM 0 0 1 0 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 5 0 0 0 0 0 0 0 0 0 12:00 PM 1:00 PM 7 0 0 0 0 0 0 4 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 5 1 2 2 0 0 0 0 0 0 2:00 PM 15 3:00 PM 0 0 0 0 0 0 1 1 0 3 1 0 0 0 0 0 0 6 4:00 PM 0 0 0 0 0 0 4 4 1 2 0 0 0 0 0 0 0 11 5:00 PM 0 0 0 0 0 1 0 5 0 0 2 0 0 0 0 0 0 8 6:00 PM 0 0 0 0 0 1 0 1 2 0 1 0 1 0 0 0 0 6 7:00 PM 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 3 9:00 PM 0 0 0 0 0 0 0 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 10:00 PM 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 4 9 21 30 12 11 8 1 it 0 0 0 0 98 Total 0.0% 0.0% 1.0% 4.1% 9.2% 21.4% 11.2% 8.2% 1.0% 0.0% 0.0% 30.6% 12.2% 1.0WIIP 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24 -hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th 85th 95th Percentile Percentile Percentile (Median) 42.3 mph 53.6 mph 57.0 mph Mean 10 Percent mph (Average) Pace in Speed Pace 43.1 33.7 - 43.7 52.0 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 4 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 to 5/10/2023 Site Code: 01 Total Study Average Westbound Ida* DATA SOLUTIONS Speed Range (mph) Total Time Volume 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:00 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 1 4:00 AM 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 1 5:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:00 AM 0 0 0 0 0 1 1 1 0 0 0 0 0 0 0 0 0 3 15 7:00 AM 0 0 0 0 0 3 3 3 5 0 1 0 0 0 0 0 0 8:00 AM 0 0 0 0 1 2 4 4 0 1 0 2 0 0 0 0 0 14 9:00 AM 0 0 1 0 0 0 1 2 1 0 0 0 0 0 0 0 0 5 10:00 AM 0 0 0 0 1 0 0 0 1 3 0 0 0 0 0 0 0 5 11:00 AM 0 0 0 1 0 0 2 2 1 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 4 0 0 0 0 0 0 0 0 0 0 12:00 PM 4 7 1:00 PM 0 0 0 0 1 1 2 2 1 0 0 0 0 0 0 0 0 2:00 PM 0 0 0 1 0 1 0 3 2 0 1 0 0 0 0 0 0 8 3:00 PM 0 0 0 0 1 3 2 2 0 1 0 0 0 0 0 0 0 9 4:00 PM 0 0 0 0 1 0 3 7 1 0 0 0 0 0 0 0 0 12 5:00 PM 0 0 0 0 1 0 1 2 1 0 0 0 0 0 0 0 0 5 6:00 PM 0 0 0 0 1 1 2 1 0 0 0 1 0 0 0 0 0 6 7:00 PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 8:00 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 9:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 7 12 26 29 14 5 3 4 0 ii 0 0 0 0 103 Total 0.0% 0.0% 1.0% 1.9% 6.8% 11.7% 25.2% 28.2% 4.9% 3.9% 0.0% 13.6% 2.9% 0.0°%$li 0.0% 0.0% 0.0% Note: Average only condsidered on days with 24 -hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th 85th 95th Percentile Percentile Percentile (Median) 40.5 48.1 58.2 mph mph mph Mean 10 Percent mph (Average) Pace in Speed Pace 34.6 41.0 - 44.6 53.4 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 5 Location: WCR 48 1/2 W/O SH 257 Date Range: 5/10/2023 - 5/16/2023 Site Code: 01 kj ay DATA SOLUTIONS Time Wednesday 5/10/2023 Thursday 5/11/2023 Friday 5/12/2023 Saturday 5/13/2023 Sunday 5/14/2023 Monday 5/15/2023 Tuesday 5/16/2023 Mid -Week Average EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total EB WB Total 12:00 AM 0 0 0 - - - - - - - - - - - - - - - - - - 0 0 0 2 0 2 - - - 2 0 2 1:00 AM - - - - - - - - - - - - - - - - - - - 2:00 AM - 0 0 0 0 0 0 0 1 1 0 1 1 - - - - - - - - - - - - - - - - - - 3:00 AM - - - 4:00 AM - - - - - - - - - - - - - 1 1 2 1 1 2 0 0 0 5:00 AM - - - - - - - - - - - - 0 0 0 - 6:00 AM 5 3 8 - - - - - - - - - - - 5 3 8 8 15 23 7:00 AM 8 15 23 - - - - - - - - - - - - - - - - - - - - 8:00 AM 3 14 17 3 14 17 7 5 12 7 5 12 - - - - - - - - 9:00 AM - - - - - - 10:00 AM 4 5 9 4 3 7 5 9 6 9 4 11 11:00 12:00 1:00 AM PM PM - - - 3 6 9 7 4 11 7 7 14 7 7 14 2:00 PM 15 8 23 15 8 23 3:00 PM 6 9 15 6 9 15 4:00 PM 11 12 23 11 12 23 8 5 13 8 5 13 5:00 PM 6 6 12 6:00 PM 6 6 12 1 1 2 1 1 2 7:00 PM 8:00 PM 3 1 4 3 1 4 0 0 0 9:00 PM 0 0 0 10:00 PM 1 0 1 1 0 1 11:00 PM 0 0 0 0 0 0 Total f Percent 98 103 49% 517 201 98 103 49% 51% 201 AM Peak Vol. 07:00 07:00 8 15 07:00 23 07:00 07:00 07:00 8 15 23 PM Peak Vol. 14:00 15 16:00 12 14:00 23 14:00 16:00 15 12 14:00 23 1. Mid -week average includes data between Tuesday and Thursday. TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 1 Vehicle Classification Report Summary Location: Count Direction: Date Range: Site Code: 02 S H 257 S/O WCR R 48.5 N orthbound / Southbound 5/3/2023 to 5/3/2023 way DATA SOLUTIONS FHWA Vehicle Classification Direction Total Volume 1_ 3 4 5 6 7 8 9 10 11 12 13 _ Northbound 1.3%58.8%24.9% 97 4, 316 1, 826 1.0%8.8%1.4% 70 646 102 0 7 0.0% 0.1%3.2%0.4% 234 32 0 0 15 0.0% 0.0%0.2% 7,345 ' I Southbound 1.2% 89 3,991 53.9% 2,014 27.2% 1.1 83 % 10.9% 805 1.7% 129 0 5 0.0% 0.1 223 37 0 0 26 % 3.0% 0.5% 0.0% 0.0% 0.4% 7,402 Total 1.3% 186 8, 307 3, 840 56.3% 26.0% 153 1.0% 1,451 9.8% 1.6% 231 0 12 0.0% 0.1% 457 3.1% 69 0 0 41 0.5% 0.0% 0.0% 0.3% 14,747 FHWA Vehicle Classification Class 1 - Motorcycles Class 2 - Passenger Cars Class 3 - Other Two -Axle, Four -Tire Single Unit Vehicles Class 4 - Buses Class 5 - Two -Axle Six -Tire, Single -Unit Trucks Class 6 - Three -Axle Single -Unit Trucks Class 7 - Four or More Axle Single -Unit Trucks Class 8 - Class 9 - Class 10 Class 11 Class 12 Class 13 Four or Fewer Axle Single -Trailer Trucks Five -Axle Single -Trailer Trucks - Six or More Axle Single -Trailer Trucks - Five or fewer Axle Multi -Trailer Trucks - Six -Axle Multi -Trailer Trucks - Seven or More Axle Multi -Trailer Trucks TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 1 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 to 5/3/2023 Site Code: 02 Wednesday, May 3, 2023 Northbound ■ DATA SOLUTIONS FHWA Vehicle Classification Total Volume 3 4 5 6 7 8 9_ 10 11 12 13 12:00 AM 0 13 0 1 1 0 0 0 10 2 0 0 0 27 21 1:00 AM 0 11 4 0 0 0 0 0 6 0 0 0 0 2:00 AM 1 7 2 0 2 1 0 0 6 1 0 0 0 20 47 3:00 AM 0 27 5 1 3 1 0 0 10 0 0 0 0 4:00 AM 0 45 32 1 6 1 0 0 6 1 0 0 0 92 221 5:00 AM 1 123 62 2 22 1 0 0 6 2 0 0 2 6:00 AM 4 290 152 2 52 3 0 0 13 1 0 0 3 520 709 7:00 AM 3 455 164 9 53 9 0 3 11 2 0 0 0 8:00 AM 2 272 123 4 27 12 0 1 11 3 0 0 0 455 333 9:00 AM 1 198 83 1 31 6 0 0 11 2 0 0 0 10:00 AM 1 170 91 4 33 10 0 0 11 2 0 0 2 324 344 11:00 AM 1 187 92 6 26 6 0 3 18 4 0 0 1 12:00 PM 7 200 71 5 29 10 0 0 18 1 0 0 0 341 318 1:00 PM 5 170 79 3 36 8 0 0 14 2 0 0 1 2:00 PM 3 240 112 5 36 13 0 0 10 0 0 0 0 419 581 3:00 PM 12 352 131 5 58 9 0 0 13 0 0 0 1 4:00 PM 5 457 211 9 68 1 0 0 9 3 0 0 1 764 665 5:00 PM 6 413 148 6 80 4 0 0 4 2 0 0 2 6:00 PM 4 244 117 4 40 3 0 0 10 0 0 0 0 422 265 7:00 PM 6 167 61 0 22 1 0 0 7 1 0 0 0 8:00 PM 16 131 46 0 13 1 0 0 4 0 0 0 2 213 117 9:00 PM 12 66 17 2 5 1 0 0 12 2 0 0 0 10:00 PM 4 44 11 0 1 1 0 0 3 0 0 0 0 64 63 11:00 PM 3 34 12 0 2 0 0 0 11 1 0 0 0 Total • 97 4,316 1,826 646 102 ' 0 7 234 132 0 0 15 7,345 1.0 0- 0.0 0 /0 o 1.3 /0 58.8% 0 24.9 /0 8.8% 0 1.4 /0 0 0.0 /0 0 0.1 /o II 0 3.2 /0 0 0.4 /0 0.0 0 /0 0 0.2 /o TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 2 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 to 5/3/2023 Site Code: 02 Wednesday, May 3, 2023 Southbound iday DATA SOLUTIONS FHWA Vehicle Classification Total Volume 1 2 3 4 5 6 7 8 9 10 11 12 13 12:00 AM 0 15 3 0 1 0 0 0 9 0 0 0 28 22 1:00 AM 0 9 6 0 0 0 0 0 4 3 0 0 0 2:00 AM 0 10 7 0 2 0 0 0 11 0 0 0 0 30 42 3:00 AM 0 18 10 0 4 0 0 0 9 1 0 0 0 4:00 AM 1 40 27 0 23 0 0 0 7 0 0 0 1 99 259 5:00 AM 4 111 68 3 63 3 0 0 5 2 0 0 0 6:00 AM 3 213 138 8 73 3 0 0 7 0 0 0 0 445 466 7:00 AM 3 258 118 7 63 1 0 0 7 5 0 0 4 8:00 AM 1 206 112 6 48 11 0 0 7 0 0 0 3 394 284 9:00 AM 1 115 95 7 35 15 0 0 14 1 0 0 1 10:00 AM 0 132 89 4 38 17 0 1 17 3 0 0 4 305 330 11:00 AM 2 163 91 7 35 12 0 1 13 5 0 0 1 12:00 PM 3 157 92 6 34 19 0 0 23 3 0 0 2 339 410 1:00 PM 4 204 129 6 38 12 0 0 13 1 0 0 3 2:00 PM 1 230 114 7 42 9 0 1 10 2 0 0 1 417 526 3:00 PM 9 297 147 4 48 8 0 1 7 4 0 0 1 4:00 PM 13 485 177 9 66 4 0 1 14 2 0 0 4 775 715 5:00 PM 11 449 183 4 59 3 0 0 5 1 0 0 0 6:00 PM 14 326 122 3 61 4 0 0 5 1 0 0 0 536 388 7:00 PM 12 228 104 0 29 5 0 0 8 1 0 0 1 8:00 PM 2 127 84 2 17 0 0 0 7 1 0 0 0 240 178 9:00 PM 1 108 54 0 11 0 0 0 4 0 0 0 0 10:00 PM 3 64 32 0 10 3 0 0 11 1 0 0 0 124 50 11:00 PM 1 26 12 0 5 0 0 0 6 0 0 0 0 Total • 89 3,991 2,014E 83 805 1299 0 5 223 37 0 0 26 7,402 0.0/0 0 1.2%53.9% 0 27.2/0 0 1.1A 10.9/0 0 0 1.7/0 0 0.0/0 0 0.1/o 0 3.0/0 0 0.5/0 0.0/0 0 0 0.4/o TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 3 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 to 5/3/2023 Site Code: 02 Total Study Average Northbound iday DATA SOLUTIONS FHWA Vehicle Classification Total Volume 3 4 5 6 7 8 9 a 10 11 12 13 12:00 AM 0 13 0 1 1 0 0 0 10 2 0 0 0 27 21 1:00 AM 0 11 4 0 0 0 0 0 6 0 0 0 0 2:00 AM 1 7 2 0 2 1 0 0 6 1 0 0 0 20 47 3:00 AM 0 27 5 1 3 1 0 0 10 0 0 0 0 4:00 AM 0 45 32 1 6 1 0 0 6 1 0 0 0 92 221 5:00 AM 1 123 62 2 22 1 0 0 6 2 0 0 2 6:00 AM 4 290 152 2 52 3 0 0 13 1 0 0 3 520 709 7:00 AM 3 455 164 9 53 9 0 3 11 2 0 0 0 8:00 AM 2 272 123 4 27 12 0 1 11 3 0 0 0 455 333 9:00 AM 1 198 83 1 31 6 0 0 11 2 0 0 0 10:00 AM 1 170 91 4 33 10 0 0 11 2 0 0 2 324 344 11:00 AM 1 187 92 6 26 6 0 3 18 4 0 0 1 12:00 PM 7 200 71 5 29 10 0 0 18 1 0 0 0 341 318 1:00 PM 5 170 79 3 36 8 0 0 14 2 0 0 1 2:00 PM 3 240 112 5 36 13 0 0 10 0 0 0 0 419 581 3:00 PM 12 352 131 5 58 9 0 0 13 0 0 0 1 4:00 PM 5 457 211 9 68 1 0 0 9 3 0 0 1 764 665 5:00 PM 6 413 148 6 80 4 0 0 4 2 0 0 2 6:00 PM 4 244 117 4 40 3 0 0 10 0 0 0 0 422 265 7:00 PM 6 167 61 0 22 1 0 0 7 1 0 0 0 8:00 PM 16 131 46 0 13 1 0 0 4 0 0 0 2 213 117 9:00 PM 12 66 17 2 5 1 0 0 12 2 0 0 0 10:00 PM 4 44 11 0 1 1 0 0 3 0 0 0 0 64 63 11:00 PM 3 34 12 0 2 0 0 0 11 1 0 0 0 r --1 97 4,316 1,826 I 646 102 1r 0 7 234 1 32 0 0 15 7,345 0.0% 1.3% 58.8% 24.9% 1.0°- I 8.8% 1.4% 0.0% 0.1% ill 3.2% 0.4% 0.0% 0.2% Note: Average only condsidered on days with 24 -hours of data. TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 4 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 to 5/3/2023 Site Code: 02 Total Study Average Southbound iday DATA SOLUTIONS FHWA Vehicle Classification Total Volume 1 2 3 4 5 6 7 8 9 10 11 12 13 12:00 AM 0 15 3 0 1 0 0 0 9 0 0 0 28 22 1:00 AM 0 9 6 0 0 0 0 0 4 3 0 0 0 2:00 AM 0 10 7 0 2 0 0 0 11 0 0 0 0 30 42 3:00 AM 0 18 10 0 4 0 0 0 9 1 0 0 0 4:00 AM 1 40 27 0 23 0 0 0 7 0 0 0 1 99 259 5:00 AM 4 111 68 3 63 3 0 0 5 2 0 0 0 6:00 AM 3 213 138 8 73 3 0 0 7 0 0 0 0 445 466 7:00 AM 3 258 118 7 63 1 0 0 7 5 0 0 4 8:00 AM 1 206 112 6 48 11 0 0 7 0 0 0 3 394 284 9:00 AM 1 115 95 7 35 15 0 0 14 1 0 0 1 10:00 AM 0 132 89 4 38 17 0 1 17 3 0 0 4 305 330 11:00 AM 2 163 91 7 35 12 0 1 13 5 0 0 1 12:00 PM 3 157 92 6 34 19 0 0 23 3 0 0 2 339 410 1:00 PM 4 204 129 6 38 12 0 0 13 1 0 0 3 2:00 PM 1 230 114 7 42 9 0 1 10 2 0 0 1 417 526 3:00 PM 9 297 147 4 48 8 0 1 7 4 0 0 1 4:00 PM 13 485 177 9 66 4 0 1 14 2 0 0 4 775 715 5:00 PM 11 449 183 4 59 3 0 0 5 1 0 0 0 6:00 PM 14 326 122 3 61 4 0 0 5 1 0 0 0 536 388 7:00 PM 12 228 104 0 29 5 0 0 8 1 0 0 1 8:00 PM 2 127 84 2 17 0 0 0 7 1 0 0 0 240 178 9:00 PM 1 108 54 0 11 0 0 0 4 0 0 0 0 10:00 PM 3 64 32 0 10 3 0 0 11 1 0 0 0 124 50 11:00 PM 1 26 12 0 5 0 0 0 6 0 0 0 0 i 5` _ 89 3,991 2,014E 83 805 129. 0 5 - 223 37 0 0 26 7,402 0.0% 1.2% 53.9% 27.2%1.1 % 10.9% 1.7% 0.0% 0.1% gi 3.0% 0.5% 0.0% 0.4% Note: Average only condsidered on days with 24 -hours of data. TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 5 Vehicle Speed Report Summary Location: Direction: Date Range: Site Code: SH 257 S/O WCR 48.5 Northbound / Southbound 5/3/2023 to 5/3/2023 02 Ida* DATA SOLUTIONS Speed Range (mph) Direction Total Volume 0 - 10 10 - 15 15 - 20 20 - 251125 - 30 30 - 351_35 - 40 40 - 45 145 - 50 50 - 5L55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + Northbound 1 3 3 4 20 15 77 414 1,491 2,681 2,019 544 53 15 2 1 2 7,345 0.0% 0.0% 0.0% 0.1% 0.3% 0.2% 1.0% 5.6% 20.3% 36.5% 27.5% 7.4% 0.7% 0.2% 0.0% 0.0% 0.0% Southbound 6 21 37 47 38 119 221 537 1,660 2,577 1,643 427 50 13 4 1 1 7,402 0.1% 0.3% 0.5% 0.6% 0.5% 1.6% 3.0% 7.3% 22.4% 34.8% 22.2% 5.8% 0.7% 0.2% 0.1% 0.0% 0.0% . Total . 7 24 40 51 58 134 298 951 3,151 5,258 3,662 971 103 28 6 2 3 14,747 ' 0.0% 0.2% 0.3% 0.3% 0.4% 0.9% 2.0% 6.4% 21.4% 35.7% 24.8% 6.6% 0.7% 0.2% 0.0% 0.0% 0.0% Total Study Percentile Speed Summary Total Study Speed Statistics Northbound Northbound 50th 85th 95th Percentile Percentile Percentile (Median) 53.2 58.3 61.3 mph mph mph Mean 10 Percent mph (Average) Speed Pace in Pace 48.1 52.9 - 58.1 66.3 mph mph Southbound Southbound 50th 85th 95th Percentile Percentile Percentile (Median) 52.0 mph 57.6 mph 60.8 mph Mean 10 Percent mph (Average) Pace in Speed Pace 51.1 47.3 - 57.3 62.5 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 1 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 to 5/3/2023 Site Code: 02 Wednesday, May 3, 2023 Northbound Ida* DATA SOLUTIONS Speed Range (mph) Time Total Volume 0 - 10 10 - 15 15 - 20 20 - 25 25 - 30 30 - 35 35 - 40 40 - 45 45 - 50 50 - 55 55 - 60 60 - 65 65 - 70 70 - 75 75 - 80 80 - 85 85 + 12:00 AM 0 0 0 0 0 0 0 2 9 9 6 0 1 0 0 0 0 27 1:00 AM 0 0 0 0 0 0 0 2 3 7 6 2 1 0 0 0 0 21 2:00 AM 0 0 0 0 0 0 0 0 8 6 3 2 1 0 0 0 0 20 47 3:00 AM 0 0 0 0 0 0 0 5 10 10 19 3 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 11 24 39 17 0 0 0 0 0 92 5:00 AM 0 0 0 0 0 0 0 11 25 77 74 31 2 1 0 0 0 221 6:00 AM 0 0 0 0 0 0 3 38 91 187 156 41 4 0 0 0 0 520 709 7:00 AM 0 0 0 2 9 8 11 54 168 266 158 31 0 1 0 1 0 8:00 AM 0 0 0 0 3 2 5 22 118 161 107 32 5 0 0 0 0 455 9:00 AM 0 0 0 0 2 0 2 17 69 135 83 20 3 2 0 0 0 333 10:00 AM 0 0 0 0 0 0 3 22 75 123 74 24 1 2 0 0 0 324 11:00 AM 0 0 0 0 1 0 5 20 71 116 96 30 4 1 0 0 0 344 0 0 1 0 0 1 0 19 85 115 88 28 3 1 0 0 0 12:00 PM 341 318 1:00 PM 0 3 2 0 0 0 4 24 48 117 98 17 3 2 0 0 0 2:00 PM 1 0 0 0 1 0 2 26 81 164 112 30 2 0 0 0 0 419 3:00 PM 0 0 0 0 0 0 10 37 163 230 117 22 1 1 0 0 0 581 4:00 PM 0 0 0 0 1 1 18 63 171 274 201 31 4 0 0 0 0 764 5:00 PM 0 0 0 2 1 3 8 12 92 247 235 62 3 0 0 0 0 665 6:00 PM 0 0 0 0 0 0 1 10 63 154 137 49 8 0 0 0 0 422 7:00 PM 0 0 0 0 1 0 1 10 45 96 79 28 3 2 0 0 0 265 8:00 PM 0 0 0 0 0 0 3 10 56 74 49 19 0 1 1 0 0 213 117 9:00 PM 0 0 0 0 0 0 0 8 9 42 41 14 1 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 9 21 24 6 3 1 0 0 0 64 63 11:00 PM 0 0 0 0 0 0 1 2 11 26 17 5 0 0 1 0 0 Total 1 3 3 4 20 15 77 414 1,491 2,681 2,019 544 53 15 2 1 2 7 345 0.0% 0.0% 0.0% 0.1% 0.2% 1.0% 5.6% 20.3% 36.5% o 0.0% 0 ' 0.3% 27.5% 7.4% 0.7%S0.2% 0.0% 0 0.0% 0 Daily Percentile Speed Summary 3 Speed Statistics 50th 85th 95th Percentile Percentile Percentile (Median) 53.2 58.3 61.3 mph mph mph Mean 10 Percent mph (Average) Pace in Speed Pace 48.1 52.9 - 58.1 66.3 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 2 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 to 5/3/2023 Site Code: 02 Wednesday, May 3, 2023 Southbound Ida* DATA SOLUTIONS Speed Range (mph) Time Total Volume 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ 12:00 AM 0 0 0 0 0 1 1 1 9 8 4 4 0 0 0 0 0 28 1:00 AM 0 0 0 0 0 0 0 1 3 10 4 4 0 0 0 0 0 22 2:00 AM 0 0 0 0 0 1 0 2 12 7 7 0 0 1 0 0 0 30 42 3:00 AM 0 0 0 0 0 0 1 2 7 16 10 5 1 0 0 0 0 4:00 AM 0 0 0 0 0 0 0 0 12 33 31 18 2 3 0 0 0 99 5:00 AM 0 0 0 0 0 0 0 0 36 86 97 35 3 2 0 0 0 259 6:00 AM 0 0 0 0 0 1 3 16 79 158 152 36 0 0 0 0 0 445 466 7:00 AM 0 0 0 0 0 9 3 11 69 181 143 40 7 2 1 0 0 8:00 AM 0 0 0 0 0 1 7 12 62 140 128 40 3 1 0 0 0 394 9:00 AM 0 0 0 0 0 5 3 42 66 97 54 14 2 1 0 0 0 284 10:00 AM 0 0 0 0 0 2 12 38 73 94 66 19 1 0 0 0 0 305 11:00 AM 0 0 0 0 1 3 10 19 85 125 64 18 4 0 0 1 0 330 0 0 0 1 1 5 11 23 77 146 66 7 1 1 0 0 0 12:00 PM 339 410 1:00 PM 0 0 0 0 6 29 15 49 100 124 71 14 1 0 1 0 0 2:00 PM 0 0 0 10 2 4 20 36 95 135 94 18 3 0 0 0 0 417 3:00 PM 0 0 0 0 2 8 2 22 136 218 118 19 1 0 0 0 0 526 4:00 PM 1 7 22 16 11 35 86 96 199 223 73 4 2 0 0 0 0 775 5:00 PM 5 13 14 18 13 11 28 71 195 211 116 18 1 0 0 0 1 715 6:00 PM 0 0 0 0 0 0 9 53 119 206 114 31 4 0 0 0 0 536 7:00 PM 0 1 1 2 2 3 7 14 118 128 86 20 5 0 1 0 0 388 8:00 PM 0 0 0 0 0 1 0 10 38 111 62 18 0 0 0 0 0 240 178 9:00 PM 0 0 0 0 0 0 1 7 36 61 41 26 6 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 8 29 45 27 12 2 0 1 0 0 124 50 11:00 PM 0 0 0 0 0 0 2 4 5 14 15 7 1 2 0 0 0 Total 6 21 37 38 119 221 537 1,660 2,577 1,643 427 50 13 4 1 1 7 402 47 0.1% 0.3% 0.5% 0.6% 0.5% 1.6% 3.0% 7.3% 22.4% 34.8% 22.2% 5.8% o 0.1% 0.0% 0 ' 0.7%S0.2% 0.0% 0 Daily Percentile Speed Summary 3 Speed Statistics 50th 85th 95th Percentile Percentile Percentile (Median) 52.0 mph 57.6 mph 60.8 mph Mean 10 Percent mph (Average) Pace in Speed Pace 51.1 47.3 - 57.3 62.51 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 3 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 to 5/3/2023 Site Code: 02 Total Study Average Northbound Ida* DATA SOLUTIONS Speed Range (mph) Time Total Volume 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ 12:00 AM 0 0 0 0 0 0 0 2 9 9 6 0 1 0 0 0 0 27 1:00 AM 0 0 0 0 0 0 0 2 3 7 6 2 1 0 0 0 0 21 2:00 AM 0 0 0 0 0 0 0 0 8 6 3 2 1 0 0 0 0 20 47 3:00 AM 0 0 0 0 0 0 0 5 10 10 19 3 0 0 0 0 0 4:00 AM 0 0 0 0 1 0 0 0 11 24 39 17 0 0 0 0 0 92 5:00 AM 0 0 0 0 0 0 0 11 25 77 74 31 2 1 0 0 0 221 6:00 AM 0 0 0 0 0 0 3 38 91 187 156 41 4 0 0 0 0 520 709 7:00 AM 0 0 0 2 9 8 11 54 168 266 158 31 0 1 0 1 0 8:00 AM 0 0 0 0 3 2 5 22 118 161 107 32 5 0 0 0 0 455 9:00 AM 0 0 0 0 2 0 2 17 69 135 83 20 3 2 0 0 0 333 10:00 AM 0 0 0 0 0 0 3 22 75 123 74 24 1 2 0 0 0 324 11:00 AM 0 0 0 0 1 0 5 20 71 116 96 30 4 1 0 0 0 344 0 0 1 0 0 1 0 19 85 115 88 28 3 1 0 0 0 12:00 PM 341 318 1:00 PM 0 3 2 0 0 0 4 24 48 117 98 17 3 2 0 0 0 2:00 PM 1 0 0 0 1 0 2 26 81 164 112 30 2 0 0 0 0 419 3:00 PM 0 0 0 0 0 0 10 37 163 230 117 22 1 1 0 0 0 581 4:00 PM 0 0 0 0 1 1 18 63 171 274 201 31 4 0 0 0 0 764 5:00 PM 0 0 0 2 1 3 8 12 92 247 235 62 3 0 0 0 0 665 6:00 PM 0 0 0 0 0 0 1 10 63 154 137 49 8 0 0 0 0 422 7:00 PM 0 0 0 0 1 0 1 10 45 96 79 28 3 2 0 0 0 265 8:00 PM 0 0 0 0 0 0 3 10 56 74 49 19 0 1 1 0 0 213 117 9:00 PM 0 0 0 0 0 0 0 8 9 42 41 14 1 0 0 0 2 10:00 PM 0 0 0 0 0 0 0 0 9 21 24 6 3 1 0 0 0 64 63 11:00 PM 0 0 0 0 0 0 1 2 11 26 17 5 0 0 1 0 0 Total 1 3 3 4 20 15 77 414 1,491 2,681 2,019 544 53 15 2 1 2 7 345 0.0% 0.0% 0.0% 0.1% 0.2% 1.0% 5.6% 20.3% 36.5% o 0.0% 0 ' 0.3% 27.5% 7.4% 0.7%S0.2% 0.0% 0 0.0% 0 Note: Average only condsidered on days with 24 -hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th 85th 95th Percentile Percentile Percentile (Median) 53.2 58.3 61.3 mph mph mph Mean 10 Percent mph (Average) Pace in Speed Pace 48.1 52.9 - 58.1 66.3 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 4 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 to 5/3/2023 Site Code: 02 Total Study Average Southbound Ida* DATA SOLUTIONS Speed Range (mph) Time Total 0-10 10-15 15-20 20-25 25-30 30-35 35-40 40-45 45-50 50-55 55-60 60-65 65-70 70-75 75-80 80-85 85+ Volume 12:00 AM 0 0 0 0 0 1 1 1 9 8 4 4 0 0 0 0 0 28 1:00 AM 0 0 0 0 0 0 0 1 3 10 4 4 0 0 0 0 0 22 2:00 AM 0 0 0 0 0 1 0 2 12 7 7 0 0 1 0 0 0 30 3:00 AM 0 0 0 0 0 0 1 2 7 16 10 5 1 0 0 0 0 42 4:00 AM 0 0 0 0 0 0 0 0 12 33 31 18 2 3 0 0 0 99 5:00 AM 0 0 0 0 0 0 0 0 36 86 97 35 3 2 0 0 0 259 6:00 AM 0 0 0 0 0 1 3 16 79 158 152 36 0 0 0 0 0 445 7:00 AM 0 0 0 0 0 9 3 11 69 181 143 40 7 2 1 0 0 466 8:00 AM 0 0 0 0 0 1 7 12 62 140 128 40 3 1 0 0 0 394 9:00 AM 0 0 0 0 0 5 3 42 66 97 54 14 2 1 0 0 0 284 10:00 AM 0 0 0 0 0 2 12 38 73 94 66 19 1 0 0 0 0 305 11:00 AM 0 0 0 0 1 3 10 19 85 125 64 18 4 0 0 1 0 330 12:00 PM 0 0 0 1 1 5 11 23 77 146 66 7 1 1 0 0 0 339 1:00 PM 0 0 0 0 6 29 15 49 100 124 71 14 1 0 1 0 0 410 2:00 PM 0 0 0 10 2 4 20 36 95 135 94 18 3 0 0 0 0 417 3:00 PM 0 0 0 0 2 8 2 22 136 218 118 19 1 0 0 0 0 526 4:00 PM 1 7 22 16 11 35 86 96 199 223 73 4 2 0 0 0 0 775 5:00 PM 5 13 14 18 13 11 28 71 195 211 116 18 1 0 0 0 1 715 6:00 PM 0 0 0 0 0 0 9 53 119 206 114 31 4 0 0 0 0 536 7:00 PM 0 1 1 2 2 3 7 14 118 128 86 20 5 0 1 0 0 388 8:00 PM 0 0 0 0 0 1 0 10 38 111 62 18 0 0 0 0 0 240 9:00 PM 0 0 0 0 0 0 1 7 36 61 41 26 6 0 0 0 0 178 10:00 PM 0 0 0 0 0 0 0 8 29 45 27 12 2 0 1 0 0 124 11:00 PM 0 0 0 0 0 0 2 4 5 14 15 7 1 2 0 0 0 50 Total 6 21 37 38 119 221 537 1,660 2,577 1,643 427 50 13 4 1 1 7 402 47 0.1% 0.3% 0.5% 0.6% 0.5% 1.6% 3.0% 7.3% 22.4% 34.8% 22.2% 5.8% o 0.1% 0.0% 0.0% 0 ' 0.7%S0.2% 0 Note: Average only condsidered on days with 24 -hours of data. Total Study Percentile Speed Summary Total Study Speed Statistics 50th 85th 95th Percentile Percentile Percentile (Median) 52.0 mph 57.6 mph 60.8 mph Mean 10 Percent mph (Average) Pace in Speed Pace 51.1 47.3 - 57.3 62.5 mph mph TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 5 Location: SH 257 S/O WCR 48.5 Date Range: 5/3/2023 - 5/9/2023 Site Code: 02 kj ay DATA SOLUTIONS Wednesday 5/3/2023 Thursday 5/4/2023 Friday 5/5/2023 Saturday 5/6/2023 Sunday 5/7/2023 Monday 5/8/2023 Tuesday 5/9/2023 Mid -Week Average Time NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total NB SB Total 12:00 AM 27 28 55 - - - - - - - - - - - - - - - - - 27 28 55 - - - - - - - - - - - - - - - - - 21 22 43 1:00 AM 21 22 43 20 30 50 - - - - - - - - - - - - 20 30 50 2:00 AM - - - - - 47 42 89 3:00 AM 47 42 89 - - - - - - - - - - - 4:00 AM 92 99 191 - - - - - - - - - - - - - 92 99 191 5:00 AM - - - - - - - - - - - 221 259 480 221 259 480 6:00 AM 520 445 965 - - - - - - - - - - - 520 445 965 709 466 1,175 709 466 1,175 7:00 AM - - - - - - - - - 455 394 849 8:00 AM - - - - - - - 455 394 849 9:00 AM 333 284 617 - - - - - - 333 284 617 10:00 AM 324 305 629 - - - - - - 324 305 629 11:00 AM 344 330 674 - - 344 330 674 12:00 PM 341 339 680 341 339 680 1:00 PM 318 410 728 318 410 728 2:00 PM 419 417 836 419 417 836 3:00 PM 581 526 1.107 581 526 1,107 4:00 PM 764 775 1,539 764 775 1,539 5:00 PM 665 715 1,380 665 715 1,380 6:00 PM 422 536 958 422 536 958 7:00 PM 265 388 653 265 388 653 8:00 PM 213 240 453 213 240 453 9:00 PM 117 178 295 117 178 295 10:00 PM 64 124 188 - - - - - - - - 64 124 188 11:00 PM 63 50 113 - - - - - - - - 63 50 113 Total Percent 7,345 7,402 14,747 50% 50% u n - n a u - 7,345 50% 7,402 50% 14,747 AM Peak Vol. 07:00 07:00 07:00 709 466 1,175 07:00 07:00 07:00 709 466 1.175 PM Peak Vol. 16:00 16:00 16:00 764 775 1.539 16:00 16:00 16:00 764 775 1,539 1. Mid -week average includes data between Tuesday and Thursday. TJ Wethington: 720-646-1008 tj.wethington@idaxdata.com 1 www.idaxdata.com WCR ill WCR 17' 48 1/2 Date: 05/03/2023 Ufa, N Peak Hour Count Period: 6:00 AM to 9:00 AM 1'2)1 N N. n c) ti N Peak Hour: 6:45 AM 60 to 7:45 AM CC O U 0 N CO 0 O O O WCR 481/2 «J 1 is \ 16 i] _ D . 0 si< 0 40 J 0 L 0 0 0 < • < 0 TEV: 519 f �i t 0� i oo�p PHF: 0.8 > 24 � 0t0,H 00 16 p V p n C 4.iiiie,, , D - I r / / 0 m 0 ~ M 00 N v EB WB NB S 10.0% B - - 0.63 4.8% 0.84 o 1.9 /0 0.68 O O t 010 O Three -Hour Count N N Summaries 1` N TOTAL 4.0% 0.80 WCR 48 1/2 WCR 48 1/2 WCR 17 WCR 17 Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 15 Total -min Rolling One Hour 6:45 7:00 7:15 7:30 AM AM AM AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 2 0 1 7 0 4 0 4 3 0 7 0 0 59 2 0 0 56 4 0 0 68 1 0 0 80 1 0 1 0 3 0 3 0 1 42 0 40 0 74 0 44 0 107 114 162 136 0 0 0 519 Peak Hour HV% All HV 0 0 0 0 0 0 0 0 - - - - 0 24 0 0 2 0 - 80/0 - 130/0 16 2 0 0 263 8 0 0 7 6 - - 3% 750/0 0 0 - 13% 8 1 200 0 3 0 2% - 519 21 itl.°/0 0 0 0 Note: For all three-hour count summary, see next page. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total 6:45 7:00 7:15 7:30 AM AM AM AM 0 0 0 2 0 1 0 1 5 1 5 1 0 0 3 2 6 8 1 6 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 4 13 4 21 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Three -Hour Count Summaries Interval Start WC R 17 • WC R 17 15 -min Total Rolling One Hour WC R 48 1/2 WC R 48 1/2 UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 6:00 6:15 6:30 AM AM AM %I 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 1 0 0 0 2 0 1 0 0 28 0 0 29 0 0 64 0 1 1 0 0 15 0 0 23 0 0 36 0 0 0 , 103 44 57 0 0 0 6:45 7:00 AM AM 0 0 0 0 0 0 0 0 0 2 0 7 0 1 0 4 0 0 59 2 0 0 56 4 0 1 0 3 42 0 40 0 107 114 311 381 486 519 0 0 68 1 0 3 74 0 7:15 AM 0 0 0 0 0 12 0 4 162 7:30 AM 136 0 0 0 0 0 3 0 7 0 0 80 1 0 1 44 0 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 99 97 96 96 92 511 494 428 388 381 0 3 0 2 0 1 0 1 0 2 0 4 0 1 0 1 0 2 0 2 0 0 49 0 0 43 0 0 51 0 0 55 0 0 33 0 1 2 3 2 0 1 0 0 0 0 0 1 0 0 42 50 41 34 53 0 0 0 0 0 Count Total 0 0 0 0 0 37 0 29 0 0 615 18 0 10 494 0 1,203 0 Peak Hour HV% All HV 0 0 0 0 0 0 0 0 - - - - 0 24 0 16 0 2 0 - 80/0 - 130/0 2 0 0 263 8 0 0 7 6 - - 30/0 750/0 0 0 - 130/0 8 1 200 0 3 0 2% - 519 21 4% 0 0 0 i Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 4 EB WB NB SB Total East West North South Total 6:00 6:15 6:30 AM AM AM 0 1 0 0 0 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 5 5 1 1 6 8 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 7:00 AM AM 0 1 0 0 1 0 0 0 0 0 7:15 AM 0 0 0 0 0 7:30 AM 0 1 3 2 6 0 0 0 0 0 0 0 0 0 0 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 0 2 0 0 0 0 0 1 0 0 1 1 0 0 2 0 2 2 1 0 3 3 2 2 2 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 8 18 9 35 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 4 13 4 21 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Three -Hour Count Summaries - Heavy Vehicles WC R 48 1/2 WC R 48 1/2 WC R 17 WC R 17 Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT - UT Southbound LT TH RT • 15 Total -min Rolling One Hour 6:00 6:15 6:30 AM AM AM 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 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 0 6:45 7:00 AM AM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 3 0 0 1 2 4 0 1 0 0 0 1 0 0 6 8 15 8 7:15 AM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 16 7:30 AM 0 0 0 0 0 0 0 1 0 0 3 0 0 0 2 0 6 21 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 1 0 0 0 0 0 0 3 3 2 2 2 18 13 14 10 9 Count Total 0 0 0 0 0 5 0 3 0 0 11 7 0 1 8 0 35 0 Peak Hour 0 0 0 0 0 2 0 2 0 0 7 6 0 1 3 0 21 0 Three -Hour Count Summaries - Bikes WC R 48 1/2 WC R 48 1/2 WC R 17 WC R 17 Interval Start LT Eastbound TH RT . LT Westbound TH RT . LT Northbound TH RT . LT Southbound TH RT . 15 Total -min . Rolling One Hour 6:00 6:15 6:30 AM AM AM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 7:00 AM AM 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 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com WCR ill WCR 17' 48 1/2 Date: 05/03/2023 Ufa, N Peak Hour Count Period: 3:30 PM to 6:00 PM N. o 00 M A N ri4 N Peak Hour: 4:45 PM 60 to 5:45 PM CC U 0 N. 0 0 M r 0 0 0 0 WCR 481/2 «J 1 is 4 {1 0 •)< _ 1 10 J 0 L 0 0 0 `1 < • < 0 TEV: 648 +� i !. 0 o p cs o PHF: 0.89 1 > 6> Al 000 118 0 p ," 0 V 1 < D D WCR 48 1/2 \ _ / L ti HV %: r PHF 1 I r Two -and -a -Half -Hour Count 0 Summaries N- ti M r A 0O 0O N v rte. N TOTAL EB WB NB SB 0.0% 0.25 0.0% 0.63 0.8% 0.88 o 0.3% 0.79 0.5% 0.89 0 0 t 010 0 WCR 48 1/2 WCR 48 1/2 WCR 17 WCR 17 Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 15 Total -min Rolling One Hour 4:45 5:00 5:15 5:30 PM PM PM PM 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 2 0 1 0 1 0 1 0 2 0 0 0 1 0 0 0 0 0 0 0 1 70 3 64 1 56 3 58 1 0 3 0 4 0 1 0 2 118 93 66 93 0 0 0 0 172 139 155 182 0 0 0 648 Peak Hour HV% All HV 0 0 0 1 0 0 0 0 - - - 0% 0 6 0 4 0 0 0 0 - 0% - 0°/0 0 1 0 0 - 0% 248 1% 8 2 0 0% 0 10 0 - 0°/0 370 0 1 0°/0 0 0 - 648 3 0% 0 0 0 Note: For all three-hour count summary, see next page. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total 4:45 5:00 5:15 5:30 PM PM PM PM 0 0 1 0 0 0 0 0 1 0 0 0 1 0 0 0 2 0 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Two -and -a -Half -Hour Count Summaries Interval Start WC R 17 WC R 17 Rolling One Hour WC R 48 1/2 WC R 48 1/2 15 -min Total UT Eastbound LT TH RT UT Westbound LT TH RT w U) lN 73 H- U)Lid d' t up 0 ID O O r O O O Z 0 0 0 0 0 UT Southbound LT TH RT 3:30 3:45 4:00 4:15 4:30 PM PM PM PM PM %- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 1 0 6 0 2 0 0 0 1 0 2 0 2 0 3 0 0 I 0 7 0 1 0 3 0 3 0 2 80 67 62 81 57 0 0 0 0 0 , 146 132 128 140 119 0 0 0 546 519 4:45 5:00 5:15 PM PM PM 0 0 0 0 0 0 0 0 0 0 0 1 0 2 0 2 0 1 0 1 0 2 0 0 0 3 0 4 0 1 93 66 93 0 0 0 172 139 155 559 570 585 648 5:30 PM 0 0 0 0 0 1 0 1 0 2 118 0 182 5:45 PM 0 0 0 0 0 1 0 1 0 3 85 0 151 627 Count Total 0 0 0 2 0 16 0 13 0 2 570 30 0 29 802 0 1,464 0 Peak Hour HV% All HV 0 0 0 0 0 0 - - - 1 0 0% 0 6 0 4 0 0 0 0 - 0% - 0°/0 0 1 0 0 - 0% 248 1`)/0 8 2 0 0% 0 10 0 - 0% 370 0 1 0% 0 0 - 648 3 0% 0 0 0 Note: Two -and -a -half-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 1 EB WB NB SB Total East West North South Total 3:30 3:45 4:00 4:15 4:30 PM PM PM PM PM 0 0 0 0 0 2 0 1 0 0 2 0 0 1 0 0 0 0 1 1 2 0 2 3 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 5:00 5:15 PM PM PM 0 0 1 0 0 0 0 0 1 1 0 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 1 1 0 0 0 0 0 0 0 0 0 0 Count Total 0 3 5 4 12 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 2 1 3 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Two -and -a -Half -Hour Count Summaries - Heavy Vehicles WC R 48 1/2 WC R 48 1/2 WC R 17 WC R 17 Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT - UT Southbound LT TH RT r 15 Total -min Rolling One Hour 3:30 3:45 4:00 4:15 4:30 PM PM PM PM PM 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 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 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 0 0 0 0 1 1 I 0 0 0 0 0 2 0 2 3 1 , 4:45 5:00 5:15 PM PM PM 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 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 2 0 1 CO CO 'd' 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 Count Total 0 0 0 0 0 3 0 0 0 0 5 0 0 0 4 0 12 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 0 3 0 i Two -and -a -Half -Hour Count Summaries - Bikes Interval Start WC R 48 1/2 WC R 48 1/2 WC R 17 WC R 17 15 Total -min Rolling One Hour LT Eastbound TH RT LT Westbound TH RT LT Northbound TH RT - LT Southbound TH RT r 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:30 3:45 4:00 4:15 4:30 PM PM PM PM PM 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 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 0 0 0 0 0 0 0 0 0 0 0 0 4:45 5:00 5:15 PM PM PM 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 0 0 0 0 0 0 0 0 5:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Access WCR ill 48 Rd' 1/2 Date: 05/03/2023 Ufa, N Peak Hour Count Period: 6:00 AM to 9:00 AM Peak Hour: 6:45 AM to 7:45 AM Ir r 1 0 0 r 0 it 0 0 0 WCR 481/2 «J 1 is \ 0 i] _ D . 0 si< 32 31 J 0 L 0 31 < •> < 1 TEV: 42 f o 4- p csooL0 010 fV'0 10 8 0 0 , 0 1 < _ D WCR 481/2 ill 1 \ - / HV %: r: PHF I I r 0 i 0 0 0 w a) Q EB WB NB SB 100.0% 90.0% 0.63 9.7% 0.65 - - 0.25 0 0 t 010 0 Three -Hour Count Summaries r 0 TOTAL 31.0% 0.62 WCR 48 1/2 WCR 48 1/2 Access Rd Access Rd - , Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 15 Total -min Rolling One Hour 6:45 7:00 7:15 7:30 AM AM AM AM 0 0 0 0 0 1 0 0 2 2 3 1 0 0 0 1 0 0 0 0 0 0 12 0 0 5 0 6 0 0 8 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 0 0 1 0 0 0 0 1 17 10 7 8 0 0 0 42 Peak Hour HV All HV O 0 0 - 100% 1 1 8 7 880/0 100% 1 1 0 0 0 0 - - 100/0 31 3 0 0 - 0 0 0 0 0 0 0 0 - - - - 0 0 0 0 0 0 - - - 100% 1 1 42 13 310/0 0 0 0 Note: For all three-hour count summary, see next page. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) , EB WB NB SB Total EB WB NB SB Total East West North South Total 6:45 7:00 7:15 7:30 AM AM AM AM 2 0 2 1 3 1 2 1 0 0 0 0 0 1 0 0 2 3 5 3 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 9 3 0 1 13 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Three -Hour Count Summaries Interval Start Access Rd • Access Rd 15 Total -min Rolling One i Hour WCR 48 1/2 WCR 48 1/2 UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 6:00 6:15 6:30 AM AM AM %I 0 0 0 0 0 0 0 0 3 0 0 0 0 0 1 0 0 2 0 0 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 0 , 1 2 4 0 0 0 6:45 7:00 AM AM 0 0 2 0 0 2 0 0 0 0 5 0 0 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7 8 14 21 36 42 0 0 0 0 0 0 0 1 7:15 AM 0 1 3 0 0 0 12 0 17 10 7:30 AM 0 0 1 1 0 0 8 0 0 0 0 0 0 0 0 0 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 1 0 0 0 0 0 0 0 0 0 0 0 1 0 1 0 0 1 0 0 6 2 4 3 3 41 35 22 15 12 1 0 0 0 0 0 0 0 1 0 3 2 0 1 1 0 0 1 1 0 0 0 0 0 0 1 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 Count Total 1 1 13 2 1 1 42 2 0 1 0 1 0 1 0 1 67 0 Peak Hour HV% All HV 0 0 - 100% 1 1 8 7 880/0 100% 1 1 0 0 0 0 - - 10% 31 3 0 0 - 0 0 0 0 0 0 0 0 - - - - 0 0 0 0 0 0 - - - 100% 1 1 42 13 310/0 0 0 0 Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 4 EB WB NB SB Total East West North South Total 6:00 6:15 6:30 AM AM AM 0 0 1 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 0 0 0 0 0 0 0 0 0 0 0 0 0 2 2 0 1 0 0 2 0 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 7:00 AM AM 3 1 0 1 5 0 0 0 0 0 7:15 AM 0 0 0 0 0 2 1 0 0 3 0 0 0 0 0 7:30 AM 0 0 0 0 0 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 1 0 1 0 0 3 1 0 2 1 1 0 1 0 0 0 0 0 0 0 5 1 2 2 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 12 10 2 1 25 0 0 0 0 0 0 0 0 0 0 Peak Hour 9 3 0 1 13 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Three -Hour Count Summaries - Heavy Vehicles WCR 48 1/2 WCR 48 1/2 Access Rd Access Rd Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT - UT Southbound LT TH RT • 15 Total -min Rolling One Hour 6:00 6:15 6:30 AM AM AM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 6:45 7:00 AM AM 0 0 0 0 2 2 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 3 6 7:15 AM 0 1 2 0 0 0 1 0 0 0 0 0 0 0 0 1 5 11 7:30 AM 0 0 1 1 0 0 1 0 0 0 0 0 0 0 0 0 3 13 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 1 0 0 0 0 0 0 0 1 0 2 1 0 1 1 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 1 2 2 1 16 14 11 10 6 Count Total 1 1 8 2 1 1 8 0 0 1 0 1 0 0 0 1 25 0 Peak Hour 0 1 7 1 0 0 3 0 0 0 0 0 0 0 0 1 13 0 Three -Hour Count Summaries - Bikes WCR 48 1/2 WCR 48 1/2 Access Rd Access Rd ' i Interval Start LT Eastbound TH RT . LT Westbound TH RT . LT Northbound TH RT . LT Southbound TH RT . 15 Total -min . Rolling One Hour 6:00 6:15 6:30 AM AM AM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 7:00 AM AM 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 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Access WCR ill 48 Rd 1/2 Date: 05/03/2023 Ufa, N Peak Hour Count Period: 3:30 PM to 6:00 PM 01 cL w w U Q 0 0 0 n o 0 Peak Hour: 3:30 0 PM it 60 0 0 to 4:30 PM WCR 481/2 «J 1 is 0 {1 0 •)< _ 4 4 J 0 L 0 0 4 `� < • < 0 T EV: 16 f i t PHF: 0.57 pooH0 12� 010 ' p 12 0 p , 0 v' 0 < _ D WCR 481/2 ill 1 \ _ _ / HV %: r: PHF I I r Two -and -a -Half -Hour Count 0 0 i Summaries 0 0 0 w a) Q o TOTAL EB WB NB SB 0.0% 050 25.0% 0.50 - - - - 6.3% 0.57 0 0 t 010 0 WCR 48 1/2 WCR 48 1/2 Access Rd Access Rd - , Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 15 Total -min Rolling One Hour 3:30 3:45 4:00 4:15 PM PM PM PM 0 0 6 0 0 1 0 0 1 0 0 4 0 0 0 0 0 0 1 0 0 1 0 0 2 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 0 0 0 0 0 0 0 0 0 0 0 0 0 7 2 3 4 16 0 0 0 Peak Hour HV% All HV 0 0 12 0 0 - - 0% 0 0 0 - 0 0 4 0 0 1 - - 25°/0 0 0 - 0 0 0 0 0 0 0 0 - - - - 0 0 0 0 0 0 0 0 - - - - 16 6% 1 0 0 0 Note: For all three-hour count summary, see next page. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) , EB WB NB SB Total EB WB NB SB Total East West North South Total 3:30 3:45 4:00 4:15 PM PM PM PM 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Two -and -a -Half -Hour Count Summaries Interval Start Access Rd • Rolling One i Hour WCR 48 1/2 WCR 48 1/2 Access Rd 15 Total -min UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT • 6 • 4 g 7 3:30 PM 0 0 6 0 0 0 1 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 4:00 4:15 PM PM PM 0 0 1 0 0 1 0 0 4 0 0 0 0 0 1 0 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 4 4:30 4:45 5:00 5:15 5:30 5:45 PM PM PM PM PM PM 2 4 5 1 1 3 0 0 1 0 0 3 0 0 4 0 0 1 0 0 0 0 0 3 0 0 0 0 0 0 11 13 15 12 11 10 0 0 1 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 24 0 0 0 8 0 0 0 0 0 0 0 0 0 32 0 Peak Hour HV% All HV 0 0 12 0 0 - - 0% 0 0 0 - 0 0 4 0 0 1 - - 25% 0 0 - 0 0 0 0 0 0 0 0 - - - - 0 0 0 0 0 0 0 0 - - - - 16 6°/a 1 0 0 0 Note: Two -and -a -half-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total 3:30 PM . 0 0 0 0 0 0 0 0 0 0 m 0 0 0 0 0 3:45 4:00 4:15 PM PM PM 0 0 0 1 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 4:45 5:00 5:15 5:30 5:45 PM PM PM PM PM PM 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 0 0 0 0 Count Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Two -and -a -Half -Hour Count Summaries - Heavy Vehicles WCR 48 1/2 WCR 48 1/2 Access Rd Access Rd Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT - UT Southbound LT TH RT • 15 Total -min Rolling One Hour 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 4:00 4:15 PM PM PM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 4:30 4:45 5:00 5:15 5:30 5:45 PM PM PM PM PM PM 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 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 0 0 Count Total 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 Peak Hour 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 1 0 Two -and -a -Half -Hour Count Summaries - Bikes Interval Start WCR 48 1/2 WCR 48 1/2 Access Rd Access Rd 15 Total -min Rolling One Hour LT Eastbound TH RT LT Westbound TH RT - LT Northbound TH RT LT Southbound TH RT • d 0 0 0 0 3:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 3:45 4:00 4:15 PM PM PM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 4:30 4:45 5:00 5:15 5:30 5:45 PM PM PM PM PM PM 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 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 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 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 , 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com SH257 WCR 48 1/2 Date: 05/03/2023 Vial N Peak Hour Count Period: 6:00 AM to 9:00 AM N CO A O CO Peak Hour: 6:45 AM to 7:45 AM N-- ID N = O M � O (O O 10 Driveway O O O 4-1 I is o 0—, ..- ‘ixe- 28 p n 0 0 0 '� ; 0 TEV: 1,198 0 t 1 0 o 4- p oA PHF: 0.89 p 0 oto o4o 8 Q Q p 0 0 -1 0 0 8 WCR48 1/2 i r N- HV %: PHF *1 t i o 0 N r CO EB 75.0% (167 0 0 0 co = cn WB NB SB - - 7.5% 0.82 8.9% 0.86 olo Three -Hour Count c0 Summaries co O ti TOTAL 8.5% 0.89 WCR 48 1/2 Driveway S H 257 S H 257 - Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 15 -min Total Rolling One Hour 6:45 7:00 7:15 7:30 AM AM AM AM 0 0 0 2 0 0 0 2 0 0 0 3 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 1 126 4 166 205 4 192 0 0 0 0 0 0 0 0 0 138 0 125 0 114 0 96 2 1 4 2 269 298 336 295 1,198 0 0 0 Peak Hour HV% All HV 0 0 0 8 0 0 0 6 - - - 750/0 0 0 0 0 0 0 0 0 - - - - 0 0 - 16% 19 689 0 3 50 0 70/0 - 0 0 - 0 473 0 42 - 9% 110/0 9 1 1,198 102 9°/0 0 0 0 Note: For all three-hour count summary, see next page. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total 6:45 7:00 7:15 7:30 AM AM AM AM 1 2 2 1 0 14 0 11 0 12 0 16 12 11 11 9 27 22 25 28 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 6 0 53 43 102 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Three -Hour Count Summaries Interval Start SH 257 • SH 257 15 -min Total Rolling One i Hour WCR 48 1/2 Driveway UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 6:00 6:15 6:30 AM AM AM %_ 0 0 0 1 0 0 0 0 0 0 0 2 0 1 0 0 0 0 I 0 0 0 0 0 0 0 0 0 0 0 1 140 159 88 0 0 0 0 1 0 0 0 0 111 110 86 1 0 1 , 178 251 273 0 0 0 6:45 7:00 AM AM 0 0 0 2 0 0 0 2 0 0 0 0 0 0 0 0 0 1 0 4 126 166 0 0 0 0 138 0 0 125 2 1 269 298 1,091 1,176 1,198 971 0 0 0 3 0 0 0 0 0 10 205 0 0 0 114 4 7:15 AM 336 7:30 AM 0 0 0 0 295 0 0 0 1 0 4 192 0 0 0 96 2 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 0 0 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 1 265 231 232 206 187 1,194 1,127 1,023 934 856 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 2 0 2 1 1 124 128 110 130 87 1 0 0 1 0 0 0 137 0 0 101 0 0 118 0 0 0 0 74 96 1 0 0 0 0 Count Total 0 3 0 12 0 3 0 0 1 26 1,655 2 0 1 1,306 12 3,021 0 Peak Hour HV% All HV 0 0 0 8 0 0 0 6 - - - 750/0 0 0 0 0 0 0 0 0 - - - - 0 0 - 16`)/0 19 689 0 3 50 0 70/0 - 0 0 473 0 0 42 - - 9% 110/0 9 1 1,198 102 9% 0 0 0 Note: Three-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total 4 EB WB NB SB Total East West North South Total 6:00 6:15 6:30 AM AM AM 0 0 1 0 0 0 14 3 2 8 1 4 5 9 19 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 2 0 14 0 11 12 27 9 22 0 0 0 0 0 0 0 0 0 0 6:45 7:00 AM AM 2 0 12 11 25 0 0 0 0 0 7:15 AM 0 0 0 0 0 7:30 AM 1 0 16 11 28 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 0 0 0 0 0 0 0 0 0 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 0 0 14 0 0 11 0 0 0 0 13 0 0 13 9 10 13 11 8 7 24 24 20 21 20 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 Count Total 7 0 138 99 244 0 0 0 0 0 0 0 0 0 0 Peak Hour 6 0 53 43 102 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Three -Hour Count Summaries - Heavy Vehicles WCR 48 1/2 Driveway SH 257 SH 257 Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT - UT Southbound LT TH RT • 15 Total -min Rolling One Hour 6:00 6:15 6:30 AM AM AM 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 0 14 3 0 8 0 0 0 0 0 0 0 0 2 1 4 0 0 0 19 5 9 0 0 0 6:45 7:00 AM AM 0 0 0 0 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 1 14 10 0 0 0 0 0 0 12 0 9 0 27 22 60 77 7:15 AM 0 0 0 2 0 0 0 0 0 1 11 0 0 0 11 0 25 93 7:30 AM 0 0 0 1 0 0 0 0 0 1 15 0 0 0 10 1 28 102 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 0 0 0 0 1 12 11 13 12 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 13 11 8 7 0 0 0 0 0 24 24 20 21 20 101 99 96 89 85 Count Total 0 0 0 7 0 0 0 0 0 6 132 0 0 0 98 1 244 0 Peak Hour 0 0 0 6 0 0 0 0 0 3 50 0 0 0 42 1 102 0 Three -Hour Count Summaries - Bikes WCR 48 1/2 Driveway SH 257 SH 257 ' i Interval Start LT Eastbound TH RT . LT Westbound TH RT . LT Northbound TH RT . LT Southbound TH RT . 15 Total -min . Rolling One Hour 6:00 6:15 6:30 AM AM AM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6:45 7:00 AM AM 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 0 0 7:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 7:45 8:00 8:15 8:30 8:45 AM AM AM AM AM 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 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com SH257 WCR 48 1/2 Date: 05/03/2023 Vial N Peak Hour Count Period: 3:30 PM to 6:00 PM N. in N = M ta co N. N � 1• A0 0 0 N. 0 Peak Hour: 4:15 PM 10 to 5:15 PM Driveway 0 0 0 4-1 I is 0 0—, ..- ‘ixe- 5 1 n 0 0 0 11 • 4 TEV: 1,563 0 t 1 0� o, 4-p o PHF: 0.96 0 oto o4o 9 Q Q 0 0 0 0 nr r 0 5 WCR48 1/2 i r N- HV %: PHF *1 t i 0 N co 0 N EB 0.0% 0.75 0 0 0 N., = Two -and -a -Half -Hour Count Summaries A co co N- CD 0 co N -TOTAL WB NB SB 0.0% 4.4% 5.9% 5.1% 0.25 0.91 0.87 0.96 010 WCR 48 1/2 Driveway S H 257 S H 257 - Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 15 -min Total Rolling One Hour 4:15 4:30 4:45 5:00 PM PM PM PM 0 1 0 1 0 0 0 2 0 1 0 1 0 2 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 1 192 216 186 192 0 0 0 0 0 0 0 0 0 176 0 181 0 218 0 187 0 1 1 1 370 401 408 384 1,563 0 0 0 Peak Hour HV% All HV 0 4 0 5 0 0 0 0 - 0% - 0% 0 1 0 0 - 0% 0 0 0 0 - - 0 2 786 0 0 0 35 0 - 0% 4% - 0 0 - 0 762 3 0 45 0 - 60/0 0% 1,563 80 5% 0 0 0 Note: For all three-hour count summary, see next page. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total EB WB NB SB Total East West North South Total 4:15 4:30 4:45 5:00 PM PM PM PM 0 0 10 0 0 0 0 0 0 11 8 6 12 16 22 24 9 15 8 19 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Peak Hour 0 0 35 45 80 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Two -and -a -Half -Hour Count Summaries Interval Start SH 257 • Rolling One i Hour WCR 48 1/2 Driveway SH 257 15 -min Total UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT UT Southbound LT TH RT 3:30 3:45 4:00 PM PM PM %I 0 1 0 1 0 1 0 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 0 1 156 168 192 1 0 0 I 0 0 127 0 0 122 0 0 176 0 0 1 , 289 292 371 0 0 0 4:15 4:30 PM PM 0 1 0 1 0 1 0 1 0 0 0 1 0 0 0 0 0 0 0 0 192 216 0 0 0 0 176 0 0 181 0 1 370 401 1,322 1,434 1,550 1,563 0 1 186 0 0 0 218 1 4:45 PM 0 0 0 2 0 0 0 0 408 384 5:00 PM 0 2 0 1 0 0 0 0 0 1 192 0 0 0 187 1 5:15 5:30 5:45 PM PM PM 0 0 0 0 0 1 0 1 0 0 0 2 359 363 301 0 0 0 0 0 0 0 0 0 0 0 0 0 0 160 0 0 177 0 0 142 0 0 0 1,552 1,514 1,407 0 0 198 0 0 185 0 0 155 0 1 1 Count Total 0 8 0 11 0 1 0 0 0 5 1,781 1 0 0 1,725 6 3,538 0 Peak Hour HV% All HV 0 4 0 5 0 0 0 0 - 0% - 0% 0 1 0 0 - 0°/0 0 0 0 0 - - 0 2 786 0 0 0 35 0 - 0% 4`)/0 - 0 0 762 3 0 0 45 0 - - 6(1/0 0% 1,563 80 5% 0 0 0 Note: Two -and -a -half-hour count summary volumes include heavy vehicles but exclude bicycles in overall count. Interval Start Heavy Vehicle Totals Bicycles Pedestrians (Crossing Leg) EB WB NB SB Total I EB WB NB SB Total East West North South Total 3:30 3:45 4:00 PM PM PM 0 0 0 0 15 0 0 9 7 5 8 9 16 20 17 0 0 0 0 0 1 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 4:30 PM PM 0 0 10 0 0 12 8 16 22 24 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:45 PM 0 0 0 0 0 0 0 6 9 15 5:00 PM 0 0 11 8 19 0 0 0 0 0 0 0 0 0 0 0 0 3 4 0 0 6 6 0 0 2 4 7 12 6 5:15 5:30 5:45 PM PM PM 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 0 0 0 0 Count Total 0 0 78 80 158 0 0 1 0 1 0 0 0 0 0 Peak Hour 0 0 35 45 80 0 0 0 0 0 0 0 0 0 0 TJ Wethington 720-646-1008 tj.wethington@idaxdata.com www.idaxdata.com Two -and -a -Half -Hour Count Summaries - Heavy Vehicles WCR 48 1/2 Driveway SH 257 SH 257 Interval Start UT Eastbound LT TH RT UT Westbound LT TH RT UT Northbound LT TH RT - UT Southbound LT TH RT r 15 Total -min Rolling One Hour 3:30 3:45 4:00 PM PM PM 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 0 0 0 1 15 , 9 0 0 7 0 0 0 0 0 0 0 I 7 0 5 0 9 0 16 20 17 , 4:15 4:30 PM PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10 0 0 0 8 0 0 0 0 0 12 16 0 0 22 24 Li) CO CO N- 00 N- 4:45 PM 0 0 0 0 0 0 0 0 0 0 6 0 0 0 9 0 15 5:00 PM 0 0 0 0 0 0 0 0 0 0 11 0 0 0 8 0 19 5:15 5:30 5:45 PM PM PM 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 3 0 0 0 6 0 0 0 2 0 0 0 0 0 0 0 4 0 6 0 4 0 12 7 6 Count Total 0 0 0 0 0 0 0 0 0 1 77 0 0 0 80 0 158 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 35 0 0 0 45 0 80 0 i Two -and -a -Half -Hour Count Summaries - Bikes Interval Start WCR 48 1/2 Driveway SH 257 SH 257 15 Total -min Rolling One Hour LT Eastbound TH RT LT Westbound TH RT LT Northbound TH RT - LT Southbound TH RT r 3:30 3:45 4:00 PM PM PM 0 0 0 0 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 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4:15 4:30 PM PM 0 0 0 0 0 0 0 0 1 1 0 0 4:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 5:15 5:30 5:45 PM PM PM 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Count Total 0 0 0 0 0 0 0 1 0 0 0 0 1 0 Peak Hour 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Note: U -Turn volumes for bikes are included in Left -Turn, if any. TJ Wethington 720-646-1008 tj.wethington@idaxdata.com Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] Intersection Capacity Worksheets: Existing HCM 6th TWSC 06/02/2023 1: WCR 17 & WCR 48.5 2023 Existing - AM Peak Hour Intersection Int Delay, s/veh 1.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 0 24 0 16 0 263 8 8 200 0 Future Vol, veh/h 0 0 0 24 0 16 0 263 8 8 200 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None MI - None - None - None Storage Length M. M. Veh in Median Storage, # - 0 M. 0 0 0 M. Grade, % - 0 0 0 0 MI Peak Hour Factor 92 92 92 63 63 63 84 84 84 68 68 68 Heavy Vehicles, °/0 2 2 2 10 10 10 5 5 5 2 2 2 Mvmt Flow 0 0 0 38 0 25 0 313 10 12 294 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 649 641 294 636 636 318 294 0 0 323 0 0 Stage 1 318 318 - 318 318 MI Mi Stage 2 331 323 - 318 318 MI M. Critical Hdwy 7.12 6.52 6.22 7.2 6.6 6.3 4.15 - 4.12 MI Critical Hdwy Stg 1 6.12 5.52 - 6.2 5.6 M. M. Critical Hdwy Stg 2 6.12 5.52 - 6.2 5.6 M. MI UM Follow-up Hdwy 3.518 4.018 3.318 3.59 4.09 3.39 2.245 IM - 2.218 Pot Cap -1 Maneuver 383 393 745 380 385 704 1251 - 1237 M. Stage 1 693 654 - 677 639 M. M. Stage 2 682 650 - 677 639 M. Platoon blocked, Mov Cap -1 Maneuver 366 388 745 377 380 1 704 1251 M. MI - 1237 M. Mov Cap -2 Maneuver 366 388 - 377 380 M. M. Stage 1 693 646 - 677 639 M. M. Stage 2 657 650 - 669 631 M. MI Approach EB WB NB SB HCM Control Delay, s 0 14 0 0.3 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1251 M MI - 463 1237 HCM Lane V/C Ratio - 0.137 0.01 HCM Control Delay (s) 0 0 14 7.9 0 HCM Lane LOS A A B A A M. HCM 95th %tile Q(veh) 0 - 0.5 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 1 HCM 6th TWSC 06/02/2023 2: Access & WCR 48.5 2023 Existing - AM Peak Hour Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 1 8 1 0 31 0 0 0 0 0 0 1 Future Vol, veh/h 1 8 1 0 31 0 0 0 0 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None UM - None - None - None Storage Length M. Veh in Median Storage, # - 0 M. 0 0 0 M. Grade, % MI 0 0 0 0 MI Peak Hour Factor 63 63 63 65 65 65 92 92 92 25 25 25 Heavy Vehicles, °/0 90 90 90 10 10 10 2 2 2 100 100 100 Mvmt Flow 2 13 2 0 48 0 0 0 0 0 0 4 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 48 0 0 15 0 0 68 66 14 66 67 48 Stage 1 MN - 18 18 - 48 48 M. Stage 2 MN - 50 48 18 19 Critical Hdwy 5 - 4.2 - 7.12 6.52 6.22 8.1 7.5 7.2 Critical Hdwy Stg 1 M. - 6.12 5.52 - 7.1 6.5 M. Critical Hdwy Stg 2 - 6.12 5.52 - 7.1 6.5 Mi Follow-up Hdwy 3.01 - 2.29 - 3.518 4.018 3.318 4.4 4.9 4.2 Pot Cap -1 Maneuver 1141 - 1552 - 925 825 1066 734 669 801 Stage 1 M. - '1001 880 766 696 M. Stage 2 M. - 963 855 - 798 719 M. Platoon blocked, Mov Cap -1 Maneuver 1141 - 1552 - 919 823 1066 733 668 801 Mov Cap -2 Maneuver M. - 919 823 - 733 668 M. Stage 1 M. MS - 999 878 - 764 696 M. Stage 2 - 958 855 - 796 718 Approach EB WB NB SB HCM Control Delay, s 0.8 0 0 9.5 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1141 IMI - 1552 - 801 HCM Lane V/C Ratio - 0.001 - 0.005 HCM Control Delay (s) 0 8.2 0 MS 0 - 9.5 HCM Lane LOS A A A A M IM A HCM 95th %tile Q(veh) 0 0 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 2 HCM 6th TWSC 06/02/2023 3: SH 257 & WCR 48.5 2023 Existing - AM Peak Hour Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 8 0 0 0 19 689 0 0 473 9 Future Vol, veh/h 0 0 8 0 0 0 19 689 0 0 473 9 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length IS S. Veh in Median Storage, # - 0 0 S. 0 0 M. Grade, % - 0 0 0 0 MI Peak Hour Factor 67 67 67 92 92 92 82 82 82 86 86 86 Heavy Vehicles, °/0 75 75 75 2 2 2 8 8 8 9 9 9 Mvmt Flow 0 0 12 0 0 0 23 840 0 0 550 10 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1441 1441 555 1447 1446 840 560 0 0 840 0 0 Stage 1 555 555 - 886 886 Stage 2 886 886 - 561 560 Si M. Critical Hdwy 7.85 7.25 6.95 7.12 6.52 6.22 4.18 - 4.19 MI Critical Hdwy Stg 1 6.85 6.25 - 6.12 5.52 M. Si S. Critical Hdwy Stg 2 6.85 6.25 - 6.12 5.52 IM Follow-up Hdwy 4.175 4.675 3.975 3.518 4.018 3.318 2.272 IS - 2.281 Pot Cap -1 Maneuver 77 94 415 109 132 365 982 - 766 Stage 1 407 412 - 339 363 M. Si S. Stage 2 256 278 - 512 511 M. M. Platoon blocked, M. S. Mov Cap -1 Maneuver 74 90 415 102 126 365 982 - 766 Mov Cap -2 Maneuver 74 90 - 102 126 M. S. Stage 1 389 412 - 324 347 M. M. Stage 2 245 266 - 497 511 M. S. SI Approach EB WB NB SB HCM Control Delay, s 13.9 0 0.2 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 982 - - 415 - 766 HCM Lane V/C Ratio 0.024 - - 0.029 HCM Control Delay (s) 8.8 0 - 13.9 0 0 IIIM HCM Lane LOS A A - B A A SI HCM 95th %tile Q(veh) 0.1 - 0.1 - 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 3 HCM 6th TWSC 06/02/2023 1: WCR 17 & WCR 48.5 2023 Existing (PCEs) - AM Peak Hour Intersection Int Delay, s/veh 1.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 0 28 0 20 0 279 20 10 208 0 Future Vol, veh/h 0 0 0 28 0 20 0 279 20 10 208 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None MI - None - None - None Storage Length M. Veh in Median Storage, # - 0 M. 0 0 0 M. Grade, % - 0 0 0 0 MI Peak Hour Factor 92 92 92 63 63 63 84 84 84 68 68 68 Heavy Vehicles, °/0 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 0 0 44 0 32 0 332 24 15 306 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 696 692 306 680 680 344 306 0 0 356 0 0 Stage 1 336 336 - 344 344 MI MN Stage 2 360 356 - 336 336 IM M. Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - 4.1 MI Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 M. Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 MI M. Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 IM - 2.2 M. Pot Cap -1 Maneuver 359 370 739 368 376 703 1266 - 1214 M. Stage 1 682 645 - 676 640 M. Stage 2 662 633 - 682 645 M. Platoon blocked, M. MI Mov Cap -1 Maneuver 339 364 739 364 370 1 703 1266 - 1214 M. Mov Cap -2 Maneuver 339 364 - 364 370 M. Stage 1 682 635 - 676 640 M. Stage 2 632 633 - 672 635 M. MI Approach EB WB NB SB HCM Control Delay, s 0 14.5 0 0.4 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1266 MI - 456 1214 HCM Lane V/C Ratio - 0.167 0.012 HCM Control Delay (s) 0 M. 0 14.5 8 0 HCM Lane LOS A MI A B A A M. HCM 95th %tile Q(veh) 0 M. - 0.6 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 1 HCM 6th TWSC 06/02/2023 2: Access & WCR 48.5 2023 Existing (PCEs) - AM Peak Hour Intersection Int Delay, s/veh 1.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 3 22 3 0 37 0 0 0 0 0 0 3 Future Vol, veh/h 3 22 3 0 37 0 0 0 0 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None UM - None - None - None Storage Length M. M. Veh in Median Storage, # - 0 M. 0 0 0 M. Grade, % MI 0 0 0 0 MI Peak Hour Factor 63 63 63 65 65 65 92 92 92 25 25 25 Heavy Vehicles, °/0 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 5 35 5 0 57 0 0 0 0 0 0 12 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 57 0 0 40 0 0 111 105 38 105 107 57 Stage 1 M. MI - 48 48 - 57 57 M. Stage 2 MI - 63 57 - 48 50 Critical Hdwy 4.1 - 4.1 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 M. MI - 6.1 5.5 - 6.1 5.5 M. Critical Hdwy Stg 2 Mi - 6.1 5.5 - 6.1 5.5 MI Follow-up Hdwy 2.2 - 2.2 - 3.5 4 3.3 3.5 4 3.3 Pot Cap -1 Maneuver 1560 - 1583 - 872 789 1040 880 787 1015 Stage 1 M. - 971 859 - 960 851 M. Stage 2 M. - 953 851 - 971 857 M. Platoon blocked, Mov Cap -1 Maneuver 1560 - 1583 - 860 787 1040 878 785 1015 Mov Cap -2 Maneuver M. - 860 787 - 878 785 M. Stage 1 M. - 968 856 - 957 851 M. Stage 2 - 942 851 - 968 854 Approach EB WB NB SB HCM Control Delay, s 0.8 0 0 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1560 IMI - 1583 - 1015 HCM Lane V/C Ratio - 0.003 - 0.012 HCM Control Delay (s) 0 7.3 0 MS 0 - 8.6 HCM Lane LOS A A A A IM A HCM 95th %tile Q(veh) 0 0 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 2 HCM 6th TWSC 06/02/2023 3: SH 257 & WCR 48.5 2023 Existing (PCEs) - AM Peak Hour Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 20 0 0 0 25 785 0 0 559 11 Future Vol, veh/h 0 0 20 0 0 0 25 785 0 0 559 11 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None MI - None - None - None Storage Length M. M. Veh in Median Storage, # - 0 M. 0 0 0 M. Grade, % MI 0 0 0 0 MI Peak Hour Factor 67 67 67 92 92 92 82 82 82 86 86 86 Heavy Vehicles, °/0 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 0 30 0 0 0 30 957 0 0 650 13 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1674 1674 657 1689 1680 957 663 0 0 957 0 0 Stage 1 657 657 - 1017 1017 MI M. Stage 2 1017 1017 - 672 663 MI IM M. Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - 4.1 MP Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 M. M. Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 MI M. Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 IM - 2.2 M. Pot Cap -1 Maneuver 77 97 468 75 96 315 935 - 727 M. Stage 1 457 465 - 289 318 M. M. Stage 2 289 318 - 449 462 M. Platoon blocked, M. MI Mov Cap -1 Maneuver 73 90 468 67 89 1 315 935 - 727 M. Mov Cap -2 Maneuver 73 90 - 67 89 M. M. Stage 1 425 465 - 269 296 M. M. Stage 2 269 296 - 420 462 M. MI Approach EB WB NB SB HCM Control Delay, s 13.2 0 0.3 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 935 - 468 - 727 HCM Lane V/C Ratio 0.033 - 0.064 HCM Control Delay (s) 9 0 - 13.2 0 0 HCM Lane LOS A A M. B A A M. HCM 95th %tile Q(veh) 0.1 MI - 0.2 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 3 HCM 6th TWSC 06/02/2023 1: WCR 17 & WCR 48.5 2023 Existing - PM Peak Hour Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 1 6 0 4 1 248 8 10 370 0 Future Vol, veh/h 0 0 1 6 0 4 1 248 8 10 370 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length IS S. Veh in Median Storage, # - 0 0 0 0 M. Grade, % - 0 0 0 0 MI Peak Hour Factor 25 25 25 63 63 63 88 88 88 79 79 79 Heavy Vehicles, °/0 1 1 1 1 1 1 1 1 1 1 1 1 Mvmt Flow 0 0 4 10 0 6 1 282 9 13 468 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 786 787 468 785 783 287 468 0 0 291 0 0 Stage 1 494 494 - 289 289 UM Stage 2 292 293 - 496 494 Si M. Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - 4.11 MI Critical Hdwy Stg 1 6.11 5.51 - 6.11 5.51 M. Si S. Critical Hdwy Stg 2 6.11 5.51 - 6.11 5.51 IM IIM Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - 2.209 Pot Cap -1 Maneuver 311 325 597 311 327 754 1099 - 1276 M. Stage 1 559 548 - 721 675 M. S. Stage 2 718 672 - 558 548 M. Platoon blocked, M. S. Mov Cap -1 Maneuver 305 320 597 305 322 754 1099 - 1276 M. Mov Cap -2 Maneuver 305 320 - 305 322 M. S. Stage 1 558 540 - 720 674 M. Stage 2 711 671 - 547 540 M. S. SI SI Approach EB WB NB SB HCM Control Delay, s 11.1 14.4 0 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1099 - - 597 400 1276 HCM Lane V/C Ratio 0.001 - - 0.007 0.04 0.01 HCM Control Delay (s) 8.3 0 - 11.1 14.4 7.8 0 HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0 - - 0 0.1 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 1 HCM 6th TWSC 06/02/2023 2: Access & WCR 48.5 2023 Existing - PM Peak Hour Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 4 0 0 0 0 0 0 0 0 0 0 Future Vol, veh/h 0 4 0 0 0 0 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None UM - None - None - None Storage Length M. Veh in Median Storage, # - 0 M. 0 0 - - 0 M. Grade, % MI 0 0 0 - - 0 MI Peak Hour Factor 50 50 50 50 50 50 92 92 92 92 92 92 Heavy Vehicles, °/0 1 1 1 25 25 25 2 2 2 2 2 2 Mvmt Flow 0 8 0 0 0 0 0 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2 0 0 8 0 0 10 10 8 10 10 2 Stage 1 M. 8 8 - 2 2 M. Stage 2 MI 2 2 - 8 8 Critical Hdwy 4.11 - 4.35 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 M. - 6.12 5.52 - 6.12 5.52 M. Critical Hdwy Stg 2 Mi M. - 6.12 5.52 - 6.12 5.52 Mi Follow-up Hdwy 2.209 - 2.425 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap -1 Maneuver 1627 - 1474 - 1008 885 1074 1008 885 1082 Stage 1 M. - 1013 889 - 1021 894 M. Stage 2 M. M. - 1021 894 - 1013 889 M. Platoon blocked, Mov Cap -1 Maneuver 1627 - 1474 - 1008 885 1074 1008 885 1082 Mov Cap -2 Maneuver M. - 1008 885 - 1008 885 M. Stage 1 M. MS - 1013 889 - 1021 894 M. Stage 2 MI - 1021 894 - 1013 889 Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1627 IMI - 1474 HCM Lane V/C Ratio MN HCM Control Delay (s) 0 0 IM MS 0 0 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0 M. 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 2 HCM 6th TWSC 06/02/2023 3: SH 257 & WCR 48.5 2023 Existing - PM Peak Hour Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 2 0 1 0 0 0 1 192 0 0 187 1 Future Vol, veh/h 2 0 1 0 0 0 1 192 0 0 187 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length IS S. Veh in Median Storage, # - 0 0 0 0 M. Grade, % - 0 0 0 0 MI Peak Hour Factor 75 75 75 25 25 25 91 91 91 87 87 87 Heavy Vehicles, °/0 1 1 1 1 1 1 4 4 4 6 6 6 Mvmt Flow 3 0 1 0 0 0 1 211 0 0 215 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 429 429 216 429 429 211 216 0 0 211 0 0 Stage 1 216 216 - 213 213 IS SI Stage 2 213 213 - 216 216 M. IS Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.14 - 4.16 MI Critical Hdwy Stg 1 6.11 5.51 - 6.11 5.51 M. Si S. Critical Hdwy Stg 2 6.11 5.51 - 6.11 5.51 Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.236 IS - 2.254 SI Pot Cap -1 Maneuver 538 520 826 538 520 832 1342 - 1336 M. Stage 1 789 726 - 791 728 M. S. M. Stage 2 791 728 - 789 726 M. Platoon blocked, Mov Cap -1 Maneuver 537 519 826 537 519 1 832 1342 M. S. - 1336 M. Mov Cap -2 Maneuver 537 519 - 537 519 M. S. Stage 1 788 726 - 790 727 M. M. Stage 2 790 727 - 788 726 M. S. SI Approach EB WB NB SB HCM Control Delay, s 11 0 0 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1342 - - 608 - 1336 HCM Lane V/C Ratio 0.001 S. - 0.007 HCM Control Delay (s) 7.7 0 - 11 0 0 IS HCM Lane LOS A A - B A A SI HCM 95th %tile Q(veh) 0 0 - 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 3 HCM 6th TWSC 06/02/2023 1: WCR 17 & WCR 48.5 2023 Existing (PCEs) - PM Peak Hour Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 1 6 0 4 1 252 8 10 370 0 Future Vol, veh/h 0 0 1 6 0 4 1 252 8 10 370 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length IS S. Veh in Median Storage, # - 0 0 0 0 M. Grade, % - 0 0 0 0 MI Peak Hour Factor 25 25 25 63 63 63 88 88 88 79 79 79 Heavy Vehicles, % 1 1 1 1 1 1 1 1 1 1 1 1 Mvmt Flow 0 0 4 10 0 6 1 286 9 13 468 0 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 790 791 468 789 787 291 468 0 0 295 0 0 Stage 1 494 494 - 293 293 Stage 2 296 297 - 496 494 Si M. Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - 4.11 Critical Hdwy Stg 1 6.11 5.51 - 6.11 5.51 M. Si S. Critical Hdwy Stg 2 6.11 5.51 - 6.11 5.51 IIM Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - 2.209 Pot Cap -1 Maneuver 309 323 597 310 325 751 1099 - 1272 M. Stage 1 559 548 - 717 672 M. S. Stage 2 715 669 - 558 548 M. Platoon blocked, Mov Cap -1 Maneuver 303 318 597 304 320 1 751 1099 M. S. - 1272 M. Mov Cap -2 Maneuver 303 318 - 304 320 M. S. M. Stage 1 558 540 - 716 671 M. Stage 2 708 668 - 547 540 M. S. SI IS SI Approach EB WB NB SB HCM Control Delay, s 11.1 14.4 0 0.2 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1099 - - 597 399 1272 HCM Lane V/C Ratio 0.001 - - 0.007 0.04 0.01 HCM Control Delay (s) 8.3 0 - 11.1 14.4 7.9 0 IIIM HCM Lane LOS A A - B B A A HCM 95th %tile Q(veh) 0 - - 0 0.1 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 1 HCM 6th TWSC 06/02/2023 2: Access & WCR 48.5 2023 Existing (PCEs) - PM Peak Hour Intersection Int Delay, s/veh 0 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 4 0 0 0 0 0 0 0 0 0 0 Future Vol, veh/h 0 4 0 0 0 0 0 0 0 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized - None UM - None - None - None Storage Length M. Veh in Median Storage, # - 0 M. 0 0 - - 0 M. Grade, % MI 0 0 0 - - 0 MI Peak Hour Factor 50 50 50 50 50 50 92 92 92 92 92 92 Heavy Vehicles, °/0 1 1 1 25 25 25 2 2 2 2 2 2 Mvmt Flow 0 8 0 0 0 0 0 0 0 0 0 0 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 2 0 0 8 0 0 10 10 8 10 10 2 Stage 1 M. 8 8 - 2 2 M. Stage 2 MI 2 2 - 8 8 Critical Hdwy 4.11 - 4.35 - 7.12 6.52 6.22 7.12 6.52 6.22 Critical Hdwy Stg 1 M. - 6.12 5.52 - 6.12 5.52 M. Critical Hdwy Stg 2 Mi M. - 6.12 5.52 - 6.12 5.52 Mi Follow-up Hdwy 2.209 - 2.425 - 3.518 4.018 3.318 3.518 4.018 3.318 Pot Cap -1 Maneuver 1627 - 1474 - 1008 885 1074 1008 885 1082 Stage 1 M. - 1013 889 - 1021 894 M. Stage 2 M. M. - 1021 894 - 1013 889 M. Platoon blocked, Mov Cap -1 Maneuver 1627 - 1474 - 1008 885 1074 1008 885 1082 Mov Cap -2 Maneuver M. - 1008 885 - 1008 885 M. Stage 1 M. MS - 1013 889 - 1021 894 M. Stage 2 MI - 1021 894 - 1013 889 Approach EB WB NB SB HCM Control Delay, s 0 0 0 0 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - 1627 IMI - 1474 HCM Lane V/C Ratio MN HCM Control Delay (s) 0 0 IM MS 0 0 HCM Lane LOS A A A A HCM 95th %tile Q(veh) 0 M. 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 2 HCM 6th TWSC 06/02/2023 3: SH 257 & WCR 48.5 2023 Existing (PCEs) - PM Peak Hour Intersection Int Delay, s/veh 0.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 2 0 1 0 0 0 1 208 0 0 209 1 Future Vol, veh/h 2 0 1 0 0 0 1 208 0 0 209 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None - None - None Storage Length IS IS IS S. Veh in Median Storage, # - 0 0 0 0 M. Grade, % - 0 0 0 0 MI Peak Hour Factor 75 75 75 25 25 25 91 91 91 87 87 87 Heavy Vehicles, °/0 1 1 1 1 1 1 4 4 4 6 6 6 Mvmt Flow 3 0 1 0 0 0 1 229 0 0 240 1 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 472 472 241 472 472 229 241 0 0 229 0 0 Stage 1 241 241 - 231 231 IM Stage 2 231 231 - 241 241 M. Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.14 - 4.16 MN Critical Hdwy Stg 1 6.11 5.51 - 6.11 5.51 M. Si S. Critical Hdwy Stg 2 6.11 5.51 - 6.11 5.51 UM Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.236 IS - 2.254 Pot Cap -1 Maneuver 504 492 800 504 492 813 1314 - 1316 Stage 1 765 708 - 774 715 M. S. Stage 2 774 715 - 765 708 M. Platoon blocked, M. S. Mov Cap -1 Maneuver 503 492 800 503 492 813 1314 - 1316 M. Mov Cap -2 Maneuver 503 492 - 503 492 M. S. Stage 1 764 708 - 773 714 M. M. Stage 2 773 714 - 764 708 M. S. SI Approach EB WB NB SB HCM Control Delay, s 11.3 0 0 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1314 - 574 - 1316 HCM Lane V/C Ratio 0.001 S. - 0.007 HCM Control Delay (s) 7.7 0 - 11.3 0 0 IS HCM Lane LOS A A IS B A A SI HCM 95th %tile Q(veh) 0 0 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 3 Mountain View Oil & Gas - Weld County July 11, 2023 Traffic Impact Study [FT#23040] Intersection Capacity Worksheets: Existing + Project HCM 6th TWSC 07/07/2023 1: WCR 17 & WCR 48.5 2023 Existing + Project - AM Peak Hour Intersection Int Delay, s/veh 1.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 0 24 0 26 0 263 8 18 200 0 Future Vol, veh/h 0 0 0 24 0 26 0 263 8 18 200 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None In - None - None Storage Length GEN MI INN Veh in Median Storage, # - 0 0 0 NM 0 Grade, % 0 IMO 0 MI 0 0 Peak Hour Factor 92 92 92 63 63 63 84 84 84 68 68 68 Heavy Vehicles, % 2 2 2 10 10 10 5 5 5 2 2 2 Mvmt Flow 0 0 0 38 0 41 0 313 10 26 294 0 Major/Minor Minor2 M inorl Majorl Major2 Conflicting Flow All 685 669 294 664 664 318 294 0 0 323 0 0 Stage 1 346 346 - 318 318 MI Mr IIMI Stage 2 339 323 - 346 346 MI Critical Hdwy 7.12 6.52 6.22 7.2 6.6 6.3 4.15 - 4.12 MI INN Critical Hdwy Stg 1 6.12 5.52 - 6.2 5.6 IIIIII IIMI Critical Hdwy Stg 2 6.12 5.52 - 6.2 5.6 Follow-up Hdwy 3.518 4.018 3.318 3.59 4.09 3.39 2.245 - 2.218 Pot Cap -1 Maneuver 362 379 745 363 371 704 1251 - 1237 IM Stage 1 670 635 - 677 639 MI OM Stage 2 676 650 - 653 621 IMP IMP Platoon blocked, MI OM Mov Cap -1 Maneuver 334 370 745 356 362 704 1251 - 1237 IM MN Mov Cap -2 Maneuver 334 370 - 356 362 OM IIIIII MI IIIIII Stage 1 670 619 - 677 639 IMP OUP TM Stage 2 636 650 - 637 605 OM Approach EB WB NB SB HCM Control Delay, s 0 14 0 0.7 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1251 MIN - 479 1237 HCM Lane V/C Ratio - 0.166 0.021 MI MN HCM Control Delay (s) 0 0 14 8 0 HCM Lane LOS A A B A A MI HCM 95th %tile Q(veh) 0 MIN - 0.6 0.1 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 1 HCM 6th TWSC 07/07/2023 2: Access & WCR 48.5 2023 Existing + Project - AM Peak Hour Intersection Int Delay, s/veh 4.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 1 8 11 31 31 0 10 0 31 0 0 1 Future Vol, veh/h 1 8 11 31 31 0 10 0 31 0 0 1 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized In - None - None - None - None Storage Length GEN MI INN Veh in Median Storage, # - 0 Oil 0 0 MI NM 0 Grade, % 0 IMO 0 MI 0 0 Peak Hour Factor 63 63 63 65 65 65 92 92 92 25 25 25 Heavy Vehicles, % 90 90 90 10 10 10 100 100 100 100 100 100 Mvmt Flow 2 13 17 48 48 0 11 0 34 0 0 4 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 48 0 0 30 0 0 172 170 22 187 178 48 Stage 1 TM - 26 26 - 144 144 Stage 2 MI MN - 146 144 - 43 34 Critical Hdwy 5 - 4.2 - 8.1 7.5 7.2 8.1 7.5 7.2 Critical Hdwy Stg 1 MI - 7.1 6.5 - 7.1 6.5 Critical Hdwy Stg 2 MI WI - 7.1 6.5 - 7.1 6.5 Follow-up Hdwy 3.01 - 2.29 - 4.4 4.9 4.2 4.4 4.9 4.2 Pot Cap -1 Maneuver 1141 - 1533 - 616 578 831 601 571 801 Stage 1 MI INN SIM - 790 713 - 672 624 Stage 2 IMP - 670 624 - 772 707 Platoon blocked, MI OPP Mov Cap -1 Maneuver 1141 - 1533 - 597 558 831 562 552 801 Mov Cap -2 Maneuver NM MI MI - 597 558 - 562 552 Stage 1 NM - 788 712 - 671 604 Stage 2 lila MI - 645 604 - 739 706 Approach EB WB NB SB HCM Control Delay, s 0.4 3.7 10 9.5 HCM LOS B A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) 758 1141 MIN - 1533 - 801 HCM Lane V/C Ratio 0.059 0.001 - 0.031 - 0.005 HCM Control Delay (s) 10 8.2 0 - 7.4 0 - 9.5 HCM Lane LOS B A A A A A HCM 95th %tile Q(veh) 0.2 0 MIN - 0.1 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 2 HCM 6th TWSC 07/07/2023 3: SH 257 & WCR 48.5 2023 Existing + Project - AM Peak Hour Intersection Int Delay, s/veh 2.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 44 44 44 Traffic Vol, veh/h 16 0 23 0 0 0 34 689 0 0 473 25 Future Vol, veh/h 16 0 23 0 0 0 34 689 0 0 473 25 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None In - None - None Storage Length MI INN Veh in Median Storage, # - 0 - 0 0 NM 0 Grade, % 0 - - 0 MI 0 0 Peak Hour Factor 67 67 67 92 92 92 82 82 82 86 86 86 Heavy Vehicles, % 75 75 75 2 2 2 8 8 8 9 9 9 Mvmt Flow 24 0 34 0 0 0 41 840 0 0 550 29 Major/Minor Minor2 M inorl Majorl Major2 Conflicting Flow All 1487 1487 565 1504 1501 840 579 0 0 840 0 0 Stage 1 565 565 - 922 922 IMF TM Stage 2 922 922 - 582 579 Critical Hdwy 7.85 7.25 6.95 7.12 6.52 6.22 4.18 - 4.19 MI lin Critical Hdwy Stg 1 6.85 6.25 - 6.12 5.52 Critical Hdwy Stg 2 6.85 6.25 - 6.12 5.52 MI Follow-up Hdwy 4.175 4.675 3.975 3.518 4.018 3.318 2.272 - 2.281 Pot Cap -1 Maneuver 71 87 409 100 122 365 966 - 766 IM Stage 1 401 408 - 324 349 MI OM Stage 2 243 267 - 499 501 IMP WI Platoon blocked, MI Mov Cap -1 Maneuver 67 80 409 86 112 365 966 - 766 IM MN Mov Cap -2 Maneuver 67 80 - 86 112 OM MI OM Stage 1 369 408 - 298 321 IMP IMP FM MI Stage 2 224 246 - 457 501 MI OPP Approach EB WB NB SB HCM Control Delay, s 52.2 0 0.4 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 966 - - 132 - 766 HCM Lane V/C Ratio 0.043 - 0.441 MI IRE MN HCM Control Delay (s) 8.9 0 - 52.2 0 0 HCM Lane LOS A A - F A A MI HCM 95th %tile Q(veh) 0.1 I= MEI 2 - 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 3 HCM 6th TWSC 07/07/2023 1: WCR 17 & WCR 48.5 2023 Existing + Project (PCEs) - AM Peak Hour Intersection Int Delay, s/veh 2.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 0 28 0 40 0 279 20 30 208 0 Future Vol, veh/h 0 0 0 28 0 40 0 279 20 30 208 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None In - None - None Storage Length GEN MI INN Veh in Median Storage, # - 0 0 0 NM 0 Grade, % 0 I= IMO 0 MI 0 0 Peak Hour Factor 92 92 92 63 63 63 84 84 84 68 68 68 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 0 0 44 0 63 0 332 24 44 306 0 Major/Minor Minor2 M inorl Majorl Major2 Conflicting Flow All 770 750 306 738 738 344 306 0 0 356 0 0 Stage 1 394 394 - 344 344 MI Mr Stage 2 376 356 - 394 394 Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - 4.1 MI INN Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 MI Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - 2.2 Pot Cap -1 Maneuver 320 342 739 336 348 703 1266 - 1214 IM UM Stage 1 635 609 - 676 640 OM MI IIIIII Stage 2 649 633 - 635 609 IMP TM Platoon blocked, MI OM Mov Cap -1 Maneuver 281 327 739 325 333 703 1266 - 1214 IM MN Mov Cap -2 Maneuver 281 327 - 325 333 OM MI IIIIII Stage 1 635 582 - 676 640 MI TM Stage 2 590 633 - 607 582 MI OM Approach EB WB NB SB HCM Control Delay, s 0 14.8 0 1 HCM LOS A B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1266 MIN - 475 1214 HCM Lane V/C Ratio - 0.227 0.036 MI MN HCM Control Delay (s) 0 0 14.8 8.1 0 HCM Lane LOS A MN A B A A MI HCM 95th %tile Q(veh) 0 MIE - 0.9 0.1 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 1 HCM 6th TWSC 07/07/2023 2: Access & WCR 48.5 2023 Existing + Project (PCEs) - AM Peak Hour Intersection Int Delay, s/veh 5.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 3 22 23 63 37 0 20 0 63 0 0 3 Future Vol, veh/h 3 22 23 63 37 0 20 0 63 0 0 3 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized In - None - None - None - None Storage Length GEN MI INN Veh in Median Storage, # - 0 Oil 0 0 MI 0 Grade, % 0 IMO 0 MI 0 0 Peak Hour Factor 63 63 63 65 65 65 92 92 92 25 25 25 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 5 35 37 97 57 0 22 0 68 0 0 12 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 57 0 0 72 0 0 321 315 54 349 333 57 Stage 1 IMP III - 64 64 - 251 251 Stage 2 IM - 257 251 - 98 82 Critical Hdwy 4.1 IN - 4.1 - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 MI - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - 6.1 5.5 - 6.1 5.5 Follow-up Hdwy 2.2 - 2.2 - 3.5 4 3.3 3.5 4 3.3 Pot Cap -1 Maneuver 1560 - 1541 - 636 604 1019 609 590 1015 Stage 1 IMI MI - 952 846 - 758 703 Stage 2 MN TM - 752 703 - 913 831 Platoon blocked, MI Mov Cap -1 Maneuver 1560 - 1541 - 596 563 1019 538 550 1015 Mov Cap -2 Maneuver MI SIM - 596 563 - 538 550 IIIIII Stage 1 IMP - 949 843 - 756 657 Stage 2 OM IM AMP - 695 657 - 849 829 Approach EB WB NB SB HCM Control Delay, s 0.5 4.7 9.6 8.6 HCM LOS A A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) 870 1560 MIN - 1541 - 1015 HCM Lane V/C Ratio 0.104 0.003 - 0.063 - 0.012 HCM Control Delay (s) 9.6 7.3 0 - 7.5 0 - 8.6 HCM Lane LOS A A A A A A HCM 95th %tile Q(veh) 0.3 0 MN - 0.2 M MI 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 2 HCM 6th TWSC 07/07/2023 3: SH 257 & WCR 48.5 2023 Existing + Project (PCEs) - AM Peak Hour Intersection Int Delay, s/veh 10.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 32 0 51 0 0 0 56 785 0 0 559 43 Future Vol, veh/h 32 0 51 0 0 0 56 785 0 0 559 43 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None In - None - None Storage Length GEN MI INN Veh in Median Storage, # - 0 0 0 NM 0 Grade, % 0 I= MEI 0 MI 0 0 Peak Hour Factor 67 67 67 92 92 92 82 82 82 86 86 86 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 48 0 76 0 0 0 68 957 0 0 650 50 Major/Minor Minor2 M inorl Majorl Major2 Conflicting Flow All 1768 1768 675 1806 1793 957 700 0 0 957 0 0 Stage 1 675 675 - 1093 1093 Mr TM Stage 2 1093 1093 - 713 700 Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - 4.1 MI Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 MI Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - 2.2 Pot Cap -1 Maneuver 66 84 457 62 82 315 906 - 727 MI Stage 1 447 456 - 262 293 OM MI Stage 2 262 293 - 426 444 IMP IMP IMP Platoon blocked, MI IMP Mov Cap -1 Maneuver 58 71 457 45 69 315 906 - 727 Mov Cap -2 Maneuver 58 71 - 45 69 OM MI SIM MEI Stage 1 375 456 - 220 246 IMP FM IMP Stage 2 220 246 - 355 444 MI OPP IMP Approach EB WB NB SB HCM Control Delay, s 145.1 0 0.6 0 HCM LOS F A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 906 - 125 - 727 HCM Lane V/C Ratio 0.075 - 0.991 MI IRE MN HCM Control Delay (s) 9.3 0 - 145.1 0 0 HCM Lane LOS A A MN F A A MI HCM 95th %tile Q(veh) 0.2 - 6.7 In 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 3 HCM 6th TWSC 07/07/2023 1: WCR 17 & WCR 48.5 2023 Existing + Project - PM Peak Hour Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 44 44 44 Traffic Vol, veh/h 0 0 1 6 0 11 1 248 8 17 370 0 Future Vol, veh/h 0 0 1 6 0 11 1 248 8 17 370 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None In - None - None Storage Length MI INN Veh in Median Storage, # - 0 - 0 0 NM 0 Grade, % 0 - 0 MI 0 0 Peak Hour Factor 25 25 25 63 63 63 88 88 88 79 79 79 Heavy Vehicles, % 1 1 1 1 1 1 1 1 1 1 1 1 Mvmt Flow 0 0 4 10 0 17 1 282 9 22 468 0 Major/Minor Minor2 M inorl Majorl Major2 Conflicting Flow All 809 805 468 803 801 287 468 0 0 291 0 0 Stage 1 512 512 - 289 289 MI Mr TM Stage 2 297 293 - 514 512 U M MI Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.11 - 4.11 MI lin Critical Hdwy Stg 1 6.11 5.51 - 6.11 5.51 OM Critical Hdwy Stg 2 6.11 5.51 - 6.11 5.51 MI Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.209 - 2.209 Pot Cap -1 Maneuver 300 317 597 303 319 754 1099 - 1276 IM UM Stage 1 547 538 - 721 675 OM MI IIIIII Stage 2 714 672 - 545 538 IMP IMP TM Platoon blocked, MI OM Mov Cap -1 Maneuver 288 309 597 295 311 754 1099 - 1276 IM MN Mov Cap -2 Maneuver 288 309 - 295 311 MI MI IIIIII Stage 1 546 526 - 720 674 IM MI TM Stage 2 697 671 - 529 526 MI OPP Approach EB WB NB SB HCM Control Delay, s 11.1 12.8 0 0.3 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLnl SBL SBT SBR Capacity (veh/h) 1099 - 597 487 1276 HCM Lane V/C Ratio 0.001 - 0.007 0.055 0.017 MI MN HCM Control Delay (s) 8.3 0 - 11.1 12.8 7.9 0 HCM Lane LOS A A - B B A A MI HCM 95th %tile Q(veh) 0 0 0.2 0.1 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 1 HCM 6th TWSC 07/07/2023 2: Access & WCR 48.5 2023 Existing + Project - PM Peak Hour Intersection Int Delay, s/veh 3.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 4 7 21 0 0 7 0 20 0 0 0 Future Vol, veh/h 0 4 7 21 0 0 7 0 20 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized la - None - None - None - None Storage Length al lal GEN al INN Veh in Median Storage, # - 0 la IMOI 0 0 al NM 0 Grade, % 0 lal IMO 0 al 0 0 Peak Hour Factor 50 50 50 50 50 50 92 92 92 92 92 92 Heavy Vehicles, % 1 1 1 25 25 25 100 100 100 2 2 2 Mvmt Flow 0 8 14 42 0 0 8 0 22 0 0 0 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 0 0 0 22 0 0 99 99 15 110 106 0 Stage 1 MI all - 15 15 - 84 84 Stage 2 al a - 84 84 - 26 22 Critical Hdwy 4.11 a - 4.35 - 8.1 7.5 7.2 7.12 6.52 6.22 Critical Hdwy Stg 1 al MI a - 7.1 6.5 - 6.12 5.52 Critical Hdwy Stg 2 al - 7.1 6.5 - 6.12 5.52 Follow-up Hdwy 2.209 - 2.425 - 4.4 4.9 4.2 3.518 4.018 3.318 Pot Cap -1 Maneuver a - 1456 - 695 639 839 868 784 a Stage 1 a a - 802 722 - 924 825 Stage 2 a - 729 668 - 992 877 Platoon blocked, a a 01111 a Mov Cap -1 Maneuver a - 1456 a a - 620 839 827 761 Mov Cap -2 Maneuver a a a a IIIII - 620 - 827 761 IIIII Stage 1 a - 802 722 - 924 801 Stage 2 a a a 01111 - 708 649 - 966 877 Approach EB WB NB SB HCM Control Delay, s 0 7.5 0 HCM LOS a A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBRSBLn1 Capacity (veh/h) al a - 1456 a a HCM Lane V/C Ratio la a - 0.029 a a a HCM Control Delay (s) 0 - 7.5 0 la 0 HCM Lane LOS al A A A A HCM 95th %tile Q(veh) a a - 0.1 a a Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 2 HCM 6th TWSC 07/07/2023 3: SH 257 & WCR 48.5 2023 Existing + Project - PM Peak Hour Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 44 44 44 Traffic Vol, veh/h 12 0 11 0 0 0 11 192 0 0 187 12 Future Vol, veh/h 12 0 11 0 0 0 11 192 0 0 187 12 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None In - None - None Storage Length MI INN Veh in Median Storage, # - 0 - 0 0 NM 0 Grade, % 0 - - 0 MI 0 0 Peak Hour Factor 75 75 75 25 25 25 91 91 91 87 87 87 Heavy Vehicles, % 1 1 1 1 1 1 4 4 4 6 6 6 Mvmt Flow 16 0 15 0 0 0 12 211 0 0 215 14 Major/Minor Minor2 M inorl Majorl Major2 Conflicting Flow All 457 457 222 465 464 211 229 0 0 211 0 0 Stage 1 222 222 - 235 235 MI IM Stage 2 235 235 - 230 229 W M MI OPP Critical Hdwy 7.11 6.51 6.21 7.11 6.51 6.21 4.14 - 4.16 MI lin Critical Hdwy Stg 1 6.11 5.51 - 6.11 5.51 OM Critical Hdwy Stg 2 6.11 5.51 - 6.11 5.51 MI In Follow-up Hdwy 3.509 4.009 3.309 3.509 4.009 3.309 2.236 - 2.254 Pot Cap -1 Maneuver 516 501 820 509 497 832 1327 - 1336 IM Stage 1 783 722 - 770 712 OM MI OM Stage 2 770 712 - 775 717 IMP IMP WI Platoon blocked, IM OM Mov Cap -1 Maneuver 512 496 820 496 492 832 1327 - 1336 IM MN Mov Cap -2 Maneuver 512 496 - 496 492 OM MI IIIIII Stage 1 775 722 - 762 705 IMP OUP TM Stage 2 762 705 - 761 717 MI Approach EB WB NB SB HCM Control Delay, s 11.1 0 0.4 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1327 - - 624 - 1336 HCM Lane V/C Ratio 0.009 - 0.049 OM MN HCM Control Delay (s) 7.7 0 - 11.1 0 0 HCM Lane LOS A A - B A A MI HCM 95th %tile Q(veh) 0 - - 0.2 - 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 3 HCM 6th TWSC 07/07/2023 1: WCR 17 & WCR 48.5 2023 Existing + Project (PCEs) - PM Peak Hour Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 0 0 1 6 0 19 1 252 8 25 370 0 Future Vol, veh/h 0 0 1 6 0 19 1 252 8 25 370 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None In - None - None Storage Length GEN MI INN Veh in Median Storage, # - 0 0 0 NM 0 Grade, % 0 0 MI 0 0 Peak Hour Factor 25 25 25 63 63 63 88 88 88 79 79 79 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 0 4 10 0 30 1 286 9 32 468 0 Major/Minor Minor2 M inorl Majorl Major2 Conflicting Flow All 840 829 468 827 825 291 468 0 0 295 0 0 Stage 1 532 532 - 293 293 MI Mr IIMI Stage 2 308 297 - 534 532 Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - 4.1 MI INN Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 MI Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - 2.2 Pot Cap -1 Maneuver 287 308 599 293 310 753 1104 - 1278 IM Stage 1 535 529 - 719 674 OM MI OM Stage 2 706 671 - 534 529 IMP IMP IMP Platoon blocked, MI OM Mov Cap -1 Maneuver 268 297 599 283 299 753 1104 - 1278 Mov Cap -2 Maneuver 268 297 - 283 299 MI IRE IIIIII Stage 1 534 511 - 718 673 OUP TM Stage 2 677 670 - 512 511 MI Approach EB WB NB SB HCM Control Delay, s 11.1 12.2 0 0.5 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLnl SBL SBT SBR Capacity (veh/h) 1104 - 599 538 1278 HCM Lane V/C Ratio 0.001 - 0.007 0.074 0.025 MI MN HCM Control Delay (s) 8.3 0 - 11.1 12.2 7.9 0 HCM Lane LOS A A MN B B A A MI HCM 95th %tile Q(veh) 0 0 0.2 0.1 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 1 HCM 6th TWSC 07/07/2023 2: Access & WCR 48.5 2023 Existing + Project (PCEs) - PM Peak Hour Intersection Int Delay, s/veh 3.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 44 44 44 44 Traffic Vol, veh/h 0 4 15 43 0 0 15 0 40 0 0 0 Future Vol, veh/h 0 4 15 43 0 0 15 0 40 0 0 0 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop RT Channelized In - None - - None - None - None Storage Length GEN MI INN Veh in Median Storage, # - 0 - - 0 o - - o Grade, % 0 - - 0 MI 0 - 0 Peak Hour Factor 50 50 50 50 50 50 92 92 92 92 92 92 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 0 8 30 86 0 0 16 0 43 0 0 0 Major/Minor Majorl Major2 Minorl Minor2 Conflicting Flow All 0 0 0 38 0 0 195 195 23 217 210 0 Stage 1 - - - - - 23 23 - 172 172 Stage 2 - - - 172 172 - 45 38 Critical Hdwy 4.1 - 4.1 - - 7.1 6.5 6.2 7.1 6.5 6.2 Critical Hdwy Stg 1 - - - - 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 - - - 6.1 5.5 - 6.1 5.5 Follow-up Hdwy 2.2 - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap -1 Maneuver INN =I - 1585 - - 769 704 1060 744 691 Stage 1 - - - 1000 880 - 835 760 Stage 2 - - - - 835 760 - 974 867 Platoon blocked, Mov Cap -1 Maneuver - 1585 - - - 666 1060 684 654 MN Mov Cap -2 Maneuver - - - - - - 666 - 684 654 IIIIII Stage 1 - - - - 1000 880 - 835 719 Stage 2 - - - - - 790 719 - 934 867 Approach EB WB NB SB HCM Control Delay, s 0 7.4 0 HCM LOS - A Minor Lane/Major Mvmt NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 Capacity (veh/h) - - - - 1585 HCM Lane V/C Ratio - - - 0.054 MN HCM Control Delay (s) - 0 - 7.4 0 - 0 HCM Lane LOS - A MN A A - A HCM 95th %tile Q(veh) - - - - 0.2 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 2 HCM 6th TWSC 07/07/2023 3: SH 257 & WCR 48.5 2023 Existing + Project (PCEs) - PM Peak Hour Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations 4 4 Traffic Vol, veh/h 22 0 21 0 0 0 21 208 0 0 209 24 Future Vol, veh/h 22 0 21 0 0 0 21 208 0 0 209 24 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - None - None In - None - None Storage Length GEN MI INN Veh in Median Storage, # - 0 0 0 NM 0 Grade, % 0 I= MEI 0 MI 0 0 Peak Hour Factor 75 75 75 25 25 25 91 91 91 87 87 87 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 29 0 28 0 0 0 23 229 0 0 240 28 Major/Minor Minor2 M inorl Majorl Major2 Conflicting Flow All 529 529 254 543 543 229 268 0 0 229 0 0 Stage 1 254 254 - 275 275 MI Mr IIMI Stage 2 275 275 - 268 268 Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 IMII - 4.1 MI lin Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 MI Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - 2.2 Pot Cap -1 Maneuver 463 458 790 454 450 815 1307 - 1351 IM Stage 1 755 701 - 736 686 OM MI OM Stage 2 736 686 - 742 691 IMP IMP IMP Platoon blocked, IM OM IMP Mov Cap -1 Maneuver 456 449 790 431 441 815 1307 - 1351 Mov Cap -2 Maneuver 456 449 - 431 441 OM MI SIM MEI IRE Stage 1 740 701 - 721 672 IMP IMP FM IMP Stage 2 721 672 - 716 691 MI OPP Approach EB WB NB SB HCM Control Delay, s 12 0 0.7 0 HCM LOS B A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR Capacity (veh/h) 1307 - 575 - 1351 HCM Lane V/C Ratio 0.018 - 0.1 OM MN HCM Control Delay (s) 7.8 0 - 12 0 0 HCM Lane LOS A A MN B A A MI HCM 95th %tile Q(veh) 0.1 - 03 In 0 Mountain View Oil & Gas TIS Fox Tuttle Transportation Group, LLC Synchro 11 Report Page 3 From: Aparent9844 <aparent9844@gmail.com> Sent: Monday, August 7, 2023 8:54 AM To: Kim Ogle <kogle@weld.gov> Cc: Tom Parko Jr <tparko@weld.gov>; Maxwell Nader <mnader@weld.gov>; Chris Gathman <cgathman@weld.gov>; Diana Aungst <daungst@weld.gov>; Scott James <sjames@weld.gov>; Dave VanWormer <dave@goplayplaygrounds.com>; jennifervanwormer@yahoo.com; kbardranch@skybeam.com; Liz Stickler <ejstickmart@yahoo.com>; dgdunn07@yahoo.com; ryanscotwilliams@yahoo.com; Sheila Grotzky (Opposing Gravel Pit, lives at 115 birdie drive, Mad Russian) <sgrotzky@hotmail.com>; Mica Garrett <mgarrett9@murraystate.edu> Subject: Weld County Planners - Please Reconsider Gravel Truck Route - Our Neighborhood's Safety is at Risk Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Dear Mr. Kim Ogle, As a concerned resident of our neighborhood, on the corner of County Road 48 Y2 adjacent to State Highway 257, I am writing to express my opposition to allowing commercial gravel trucks to drive east on County Road 48 %2. I understand that Loveland Ready Mix has proposed routing their gravel trucks west on County Road 48 1/2. Due to the increased traffic on state highway 257, a westward truck route will be the lesser of a traffic buildup. And while I appreciate the need for infrastructure improvements and economic growth in our county, I worry the eastward truck route will come at a detriment to our community. Our neighborhood roads were not built for frequent, heavy commercial traffic. My family and I have lived on the east corner section of County Road 48 %2 for over 24 years. During that time, we've seen firsthand how just regular car traffic has deteriorated the quality of our residential streets. Our roads are filled with ruts and potholes, requiring road repair every few months. Allowing daily gravel trucks, weighing 20-30 tons each, would rapidly accelerate the decay of our roads. As a taxpayer, I'm concerned about the costs of extra road repairs. As a parent, I worry about the safety hazards for my kids with massive trucks sharing narrow roads. Beyond infrastructure impacts, our quality of life would suffer from the noise, congestion, and disruption that industrial traffic brings. The loud diesel engines and rumbling of gravel trucks would grate on families in the afternoons or early morning when we value peace and quiet. State Highway 257 is already crowded at rush hour with commuters heading to work and school. Adding slow -moving trucks to the mix would mean agonizing delays when getting home or picking up my children on time. I hope that the planning commission will find the westward route to be a better alternative for gravel truck deliveries that does not cut through the heart of our community during peak traffic hours. There must be a solution that balances economic progress and the preservation of our neighborhoods. Please reconsider an eastward route on County Road 48 %2, as a preferred Loveland Ready Mix gravel pit truck route, that is currently being advocated by Weld County planning, for the sake of residents. As you consider this proposed truck route, please keep in mind that my family is not alone in opposing the eastward direction on County Road 48 1/2 There are multiple homes and various Weld County residents, including families with children, who will be directly impacted by frequent commercial gravel trucks in our neighborhood We are united as a community on this issue and we hope the committee will consider the impact of the upcoming September 6th decision The safety and well-being of our families must come first We urge you to not allow our residential streets to be turned into thoroughfares for industrial transportation heading east on County Road 48 1/2 Thank you for your time and consideration of my concerns Sincerely, James P Martin 9844 Weld County Road 48 A LOVELAND READY•MIX CONCRETE PO BOX 299 LOVELAND, C080539 OFFICE 970.667.2680 FAX 970.667.0092 August 16, 2023 CDOT Tim Bilobran Region 4 Permits Manager 10601 W 10th Street Greeley CO 80634 Timothy.bilobran@state.co.us Dear Mr. Bilobran, This letter is a request for clarification in regard to the necessary improvements related to State Highway 257 for Haul Route 2 for the proposed Dunn Pit in Weld County. Loveland Ready -Mix Concrete, Inc. (LRM) would like written confirmation of the traffic improvements needed to accommodate the site traffic from our Dunn Pit Sand and Gravel Mine in Weld County as identified and analyzed in the Loveland Ready -Mix Dunn Pit Transportation Impact Study, December 2022, prepared by Delich Associates (TIS). The calculated trip generation for the Dunn Pit is 10 morning peak hour trip ends, 10 afternoon peak hour trip ends, and 74 daily trip ends. Haul Route 2 identifies the significant intersections on SH 257. In a meeting held with Weld County Public Works and Weld County Planning held on August 14, 2023, LRM was informed by Weld County staff that LRM is required to submit the attached Permit Application in order for CDOT to document the improvements required on SH 257 as analyzed in Route 2 of the Dunn Pit TIS and as agreed upon by CDOT: Intersection of SH 257 and Weld County Road 481/2: Existing traffic volumes require a northbound left -turn deceleration lane on SH 257. It is our understanding that CDOT will require a northbound left -turn acceleration lane, and southbound right -turn deceleration lane on SH 257 north of WCR 48 1/2. The existing stop sign control at WCR 48 % will continue to function acceptably. It is our understanding that CDOT will agree to lower the speed limit to 45 mph between the two mile markers on either side of this intersection in order accommodate the required geometry within the limits of the existing bridge and railroad tracks on SH 257, north of WCR 48/2, or allow a design speed of 45 mph for the acceleration lane. A copy of the proposed design for the improvements to be built to accommodate development at this intersection is attached. Intersection of SH 257 and Weld County Road 54: Existing traffic volumes require northbound, southbound, eastbound, and westbound right -turn deceleration lanes. LRM's TIS documents that in the long range (2040) future, given development of the Dunn Pit and an increase in background traffic, the LOVELAND READY•MIX CONCRETE PO BOX 299 LOVELAND, CO 80539 OFFICE 97O.667.2680 FAX 97O.667.0092 i OVeH•:i `d Ready -MIA Concrete, !;i: Augusr 10 2023 SH257/WCR54 intersection will operate acceptably with this required geometry and signal control. LRM's Dunn Pit does not trigger any of the improvements needed at this intersection and therefore, it is our understanding that LRM will not be required to build or participate in any improvements at this intersection. Please provide confirmation of this. As reference, a copy of the Loveland Ready -Mix Dunn Pit Transportation Impact Study, December 2022, prepared by Delich Associates (TIS) is also included with this request. All improvements are to be constructed to CDOT standards. In order to fully evaluate the cost impacts of our two proposed haul routes it is important that both LRM and Weld County understand CDOT's required scope of work. Please confirm your receipt and acceptance of this plan in time for LRM's next hearing with the Weld County Board of County Commissioners in September. If you have any questions or require further information, please advise. Regards, Stephanie Fancher-English Manager Permitting and Land Use Loveland Ready -Mix Concrete, Inc. stephantef@Lrmconcrete.com 1 970.776.4513 Attachments: State Highway Access Permit Application 08/16/2023 Proposed Site Access Drive Weld County Exhibit: Loveland Ready Mix Haul Route Issues cc: Matt Delich, Delich Associates Michael Delich, Delich Associates COLORADO DEPARTMENT OF TRANSPORTATION STATE HIGHWAY ACCESS PERMIT APPLICATION Issuing authority application acceptance date: Instructions Please or type - Contact the Colorado Department of Transportation (CDOT) or your local government Contact the issuing authority to determine what plans and other documents - Complete this form (some questions may not apply to you) and attach alt necessary print - Submit an application for each access affected. - If you have any questions contact the issuing authority. - For additional information see CDOT's Access Management website at https://www.codot.gov/business/permits/accesspermits to determine are required to be documents your issuing submitted with and Submit authority. your application. it to the issuing authority. � ) Property Loveland owner �,Perm�ttee) Ready -Mix Concrete, Inc. 2) Applicant or Agent for permittee(if different from property owner) pp � 9 p P Y same Street address Mailing address PO Box 299 amity. state & zip Phone # City, state & zip Loveland CO 80539 1 Phone # (required) 9707764513 F_ -mail address E-mail address if available Stephanief@Lrmconcrete.com 3) Address of property to be served by permit (required) Weld County Rd 48 1/2, adjacent to and west of SH 257 4) Legal description -aunty Weld i of property: If within jurisdictional subdivision limits of Municipality, olocK city and/or lot County, which section [ 3 one? !ownsn,o 414 , -ange 67W 5) What State Highway are you requesting access from? 6) What side of the highway? SH 257 ON pS E ■ W 7) How many feet is the proposed access from the nearest mile post? r How many feet is the proposed access from the nearest cross street? 2, 155 feet ON `S ❑ E ❑W) from: 3,125 feet IIN ❑S ❑W) from: SH 60 8) What is the approximate 8/12/2025 date you intend to begin construction? 9) Check here if you are requesting a: ❑ new access []temporary access (duration anticipated: ) improvement to existing access • change in access use removal of access Qelocation of an existing access (provide detail) 10) Provide existing Agriculture, property use Oil & Gas, Hunting, Fishing 11) Do you have knowledge of any State Highway access permits serving this property, or adjacent properties in which you have a property interest? la no il yes, if yes - what are the permit number(s) and provide copies. and/or. permit date: 12) Does the property owner own or have any interests in any adjacent property? flno . yes, if yes - please describe:3 Weld Cnty Parcels 105903000045,10590300027,095734000030 13) Are there other existing or dedicated public streets. roads. highways or access easements bordering or within the property? m no 0 yes, if yes - list them on your plans and indicate the proposed and existing access points. S 14) If you are requesting agricultural field access - how many acres will the access serve? 15) If you are requesting commercial or industrial business/land use access please indicate square the types and number of businesses footage and provide the business floor area square footage of each. square footage sand and gravel mine 114 acres 1 16) If you are requesting residential developement access, what type is the type (single family, apartment. townhouse) and number of units? number of units type number of units NA 17) Provide the following vehicle count estimates for vehicles that will use the access. Leaving the property then returning is two counts. Indicate if your counts are # of passenger cars ano light trucks al peak hour volumes 42 4 of multi unit trucks at peak hour volumes 0 peak hour volumes or ■ average daily volumes. 4 of single unit vehicles in excess of 30 ft. 8 4 of tarn vehicles (field equipment/ Total count of all vehicles 50 Previous editions are obsolete and may not be used Page 1 of 2 CDOT Form #137 12/18 18) Check with the a) Property b) Highway c) Drainage d) Map development issuing authority map indicating and driveway plan showing and letters detailing in and along to determine other access, plan profile. impact to utility locations the right-of-way. which of the following documents are required to complete the review of bordering roads and streets e) Subdivision, zoning, or development f) Proposed access design the highway right-of-way. g) Parcel and ownership maps before and after h) Traffic studies. i) Proof of ownership your application. plan. including easements 1- It is the applicant's responsibility to contact appropriate agencies and obtain all environmental clearances that apply to their activities. Such clearances may include Corps of Engineers 404 Permits or Colorado Discharge Permit System permits, or ecological, archeological, historical or cultural resource clearances. The CDOT Environmental Clearances Information Summary presents contact information for agencies administering certain clearances. information about prohibited discharges, and may be obtained from Regional CDOT Utility/Special Use Permit offices or accessed via the CDOT Planning/Construction-Environmental-Guidance webpage: https://www.codot.gov/programs/environmental/ resources/guidance-standards/environmental-clearances-info-summary-august-2017/view 2- All workers within the State Highway right of way shall comply with their employer's safety and health policies/ procedures, and all applicable U.S. Occupational Safety and Health Administration (OSHA) regulations - including, but not limited to the applicable sections of 29 CFR Part 1910 - Occupational Safety and Health Standards and 29 CFR Part 1926 - Safety and Health Regulations for Construction. Personal protective equipment (e.g. head protection, footwear, high visibility apparel, safety glasses, hearing protection, respirators, gloves, etc.) shall be worn as appropriate for the work being performed, and as specified in regulation. At a minimum, all workers in the State Highway right of way, except when in their vehicles, shall wear the following personal protective equipment: High visibility apparel as specified in the Traffic Control provisions of the documentation accompanying the Notice to Proceed related to this permit (at a minimum, ANSIiISEA 107-1999, class 2): head protection that complies with the ANSI Z89.1-1997 standard; and at all construction sites or whenever there is danger of injury to feet, workers shall comply with OSHA's PPE requirements for foot protection per 29 CFR 1910.136, 1926.95, and 1926.96. If required, such footwear shall meet the requirements of ANSI Z41-1999. Where any of the above -referenced ANSI standards have been revised. the most recent version of the standard shall apply. 3- The Permittee is responsible for complying with the Revised Guidelines that have been adopted by the Access Board under the American Disabilities Act (ADA). These guidelines define traversable slope requirements and prescribe the use of a defined pattern of truncated domes as detectable warnings at street crossings. The new Standards Plans and can be found on the Design and Construction Project Support web page at: https://www.codot.gov/business/civilrights/ada/resources-engineers If an access permit is issued to you, it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. The applicant declares under penalty of perjury in the second degree, and any other applicable state or federal laws, that all information provided on this form and submitted attachments are to the best of their knowledge true and complete. I understand receipt of an access permit does not constitute permission to start access construction work. ♦ T._ Applicant or Agent for Permit ee ignatu Print name Date Stephanie Fancher English 8/16/2023 If the applicant is n. e owner of the pr erty, we requir this application also to be signed by the property owner or their legally authorized representative (or other acceptable written evidence). This signature shall constitute agreement with this application by all owners -of -interest unless stated in writing. If a permit is issued, the property owner, in most cases, will be listed as the permittee. Propert er Print name Date signatu 7 Brad Fancher 8/16/2023 Previous editions are obsolete and may not be used Page 2 of 2 CDOT Form #137 12/18 LEGEND EXISTING CONTOURS PROPOSED CONTOURS PROPERTY LINE MISTING RIVER COMM E XIS I *IG GRAVEL ROAD EDIETING EASEMENT EXISTING RIGHT .0E -WA Y EXISTING GAS LINE EXISTING OVERHEAD WIRE EXISTING WATER LINE EXISTING 1Ei.EPHONE EXISTING FENCE _NE EXISTING COMM LINE PROPOSED CENTERLINE PROPOSED GRAVEL ROAD SCALE IN FEET COORDINATE SYSTEM NAETS) COL ()HAM STATE PLANT-` NORM ZONE US FOOT PROPOSED SITE ACCESS DRIVE ,wtw &MAu1 t11 Arai MWRD Sr TELESTO • 0 1 Y .. •• I i r t•••••. i i t . .t..'tD IOW WCR 48.5 Computer File Information Creaticr Dale Initials Las'. MoiOle° Date Initials ruilPainc iJVASCnAHRU1rimoCVMFhis Drawing File Name LOVELAND READY MIX HAUL ROUTE ISSUE Awty AU vcnwn Stake dials English 355 (Jo: ACCEL ow( Index of Revisions Comments t tit ill t. 440 tYY REOtRECT TAPER +8' 7F S 44C.00' REDIRECT TAPER (8' 55. 11 WELD COUNTY PUBLIC WORKS DEPARTMENT II STREET P.o BOX /58 GREELEY, CO 80632-0758 PHONE 910) 356.40(x1 FAX 19701304-6497 As Constructed No Revinrons Revised Vino EXISTING ASPHALT TO BE OVERLAID NEW ASPHALT LOVELAND READY MIX HAUL. ROUTE ISSUES - HWY 257 INT. WITH 48.5 NORTH Designer C PARROTT Retailer C PARROTT Sheet Subset Sheet Subset HWY 257 Project No /Code Sheet Number or 10 FUI lath '.i_1 tit : uAN1... ' ! '.,ui L) IEh1^. HWY 257 EXISTING ASPHALT TO BE OVERLAID NEW ASPHALT Computer File Information Dale Initials Initials Maw ng File Name I OVA AND RFAfY MIX HAUL ROUTE ISSUE :. In ;AC Ve'a;un e Units E r4.sh Index of Revisions DWG WELD COUNTY PUBLIC WORKS DEPARTMENT 1111 H STREET P O BOX 758 GREELEY CO 80632-0758 PHONE (970) 356.4000 FAX (970) 104-6497 As Constructed No Re vibe( LOVELAND READY MIX HAUL ROUTE ISSUES - HWY 257 INT. WITH 48.5 SOUTH :>etatler C PARROTT Sheet Subset Sheet Subset n i4 'r Project No.iCoae From: kbardranch@skybeam.com <kbardranch@skybeam.com> Sent: Wednesday, September 6, 2023 12:05 AM To: Kim Ogle <kogle@weld.gov> Cc: CR-Motor Vehicle <CR-MV@weld.gov>; Chris Gathman <cgathman@weld.gov>; Diana Aungst <daungst@weld.gov>; Maxwell Nader <mnader@weld.gov>; Scott James <sjames@weld.gov>; Tom Parko Jr <tparko@weld.gov> Subject: weld Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Dear Mr Ogle: While our group's main concern is 257 traffic related, there are other issues that would be quite unpopular, for good reasons. All parties agree that going E to 257, then North poses insurmountable issues (eg: cost to rebuild bridge and slow going uphill for loaded trucks on an already busy highway, but if,the trucks go E to 257, then South, then straight West through downtown Johnstown, it will likely be widely unpopular and create expenses and impacts other than what we discussed last night: 1. Existing semi -tractor trailer traffic is already frequent through downtown Johnstown and it is slow climbing the hill West of downtown through the 30 mph school zone. 2. Johnstown recognized the need for a bypass route alternative to Hwy 60 years ago (so long ago, I read about it in a local newspaper) 3. Johnstown already banned truck traffic through downtown N/S on Parish (WCR17). 4. Increasing truck traffic through the middle of Johnstown on Hiway 60 will impact established residential and new subdivision neighborhoods on both sides of 60 all the way to 125. 5. It will also require substantial improvement to either Northbound WCR 15 (turning at the 7/11 Shell Tacobell, then through a quiet 25 mph residential neighborhood, OR, 6. It will require substantial improvement to N/B Colorado Blvd (turning at the cemetery). 7. EITHER a Colorado Blvd or a WCR 15 route will also require major redesigning of the turns onto WCR 50 and from WCR 50 onto S County Line Road, so the trucks can go North to the LRM batch plant at WCR 54/402. 8 The Eastbound Route impedes traffic flow more than the Westbound Route Every turn b'y a big rig takes time slowing, making a 90 degree turn and reaccelerating after the turn There are three turns on the Westbound route - Right at 48 1/2 & WCR17, Left at WCR17 & WCR50 and Right at S County Line Road) There are five turns on Eastbound route - Right at 48 1/2 & Hwy 257, Right at Hwy 257 & Hiway 60, Right on WCR 15 or Colorado Blvd, Left onto WCR 50 from either, and Right onto S County Line Road from WCR50 9 Increased truck traffic will affect far more residences on the Eastbound Route than the Westbound Route None of the roads on the Westbound route are heavily populated at this time 10 The Eastbound Route creates a greater atmospheric carbon Impact than the Westbound Route The Eastbound Route is,25% longer than the Westbound Route - 7 8 miles Vs 6 2 miles (a difference of 1 6 miles more) 1 6 miles per truck trip x 4 taps/hour = 6 4 miles each hour = 51 2 miles each day (assumed 8 hr day) 51 2 miles for 5 days/week = 256 extra miles per week = 12,800 miles per year (assumed 50 wks per year) Assuming an average semi tractor trailer gets 6 5 MPG, 12,800 miles per year = 1,969 gallons of extra diesel burned per year My personal opinion is that the main motivation for the county is to push the expenses for highway improvement onto CDOT Doing so will create a lot of problems for the local population before they become aware of what is happening Both Johnstown and Weld County need to step up and address infrastructure needs already created by the considerable growth in this area, rather than expect CDOT or LRMix to shoulder all the expense I recommend we share these thoughts with Loveland Ready Mix, so they can use them to their advantage negotiating with Weld County and Johnstown Respectfully submitted, Dave Terrell Jessica Reid From: Sent: To: Cc: Subject: Staples Family jsrufduf <jsrufduf@gmail.com> Tuesday, September 5, 2023 9:02 PM CTB; Ask The Commissioners jsrufduf@gmail.com Public comment 24 year resident - 10am agenda item for meeting on September 6, 2023 Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Email purpose: I ask this be submitted as public comment, feedback from a 24 year, Weld County resident who lives on highway 257 - decline proposed Loveland Ready Mix Plan on 48 1/2 between Johnstown and Milliken (see excerpt from your agenda at the bottom of this email) Related information points: Highway 257 cannot handle the traffic, • if accurate that CDOT has declared the highway is not suitable for projected truck traffic and Johnstown has concerns about trucks exiting to highway 17, build should not be approved • there is not adequate acceleration distance for trucks entering highway • highway is not suitable for projected levels of additional truck traffic (it's already busy and feels dangerous!) • there is not adequate should width (highway shoulders are not 9 feet) • highway and traffic speeds are already a concern In the past 10 years the activity around neighborhoods by county developments such as this (and oil and gas installations too) are impacting our quality of life • neighborhoods are being enveloped by industrial type activity • concern about home value • traffic/safety • damage to vehicles by heavy truck traffic kicking up rocks, speed, breaking (windshield survival rates are very low in this area and replacements are costly) high volume of noise throughout night now - very concerning • there is also a proposed large oil/gas and solar installation on this same road. How can 48 1/2 accommodate even more? Where is a master plan? • Is there not somewhere else this can be relocated to that is a minimum of a two miles away from neighborhoods with more than 10 homes (what are other options for Loveland Readymix)? The impact of such installations on neighboring communities should not be dismissed. As elected officials that represent all residents, we entrust you to build Weld County in ways that sustain a positive quality of life and remain true to the stated mission below... Mission Statement (planning and zoning) - quality of life for County residents through the implementation of the adopted Comprehensive Plan, Weld County Code, and Building Codes while providing professional, friendly and quality customer service to the community. To protect and enhance the 1 dppioxundweiy U.+0 runes WWI of uie irueicec,uun di l.uunly RUM.' /4 ano State Highway 257] (Planner - Maxwell Nader) [2023-2530] 10 00 AM - Docket #2023-33, PL1373 - A Site Specific Development Plan and Use by Special Review Permit, USR22-0018, for Open Mining (sand, gravel and stone), employee and equipment parking associated with operations outside of subdivisions and historic townsites, in the A (Agricultural) Zone District, Loveland Ready -Mix Concrete, Inc [located north of and adjacent to County Road 48 5, west of and adjacent to State Highway 257] (Planner— Kim Ogle) — (Cont'd from 611/2023) [2023-2528] Thank you in advance for your time and earnest reflection on this feedback Susan Staples Mad Russian Sub Division - Milliken MEMORANDUM TO: Board of County Commissioners DATE: January 10, 2024 FROM: Kim Ogle, Planning Services SUBJECT: USR22-0018, Loveland Ready -Mix Concrete, Inc. Request for continuance This case was heard on September 6, 2023. where the Board of County Commissioners took action and approved a continuance to allow Loveland Ready -Mix Concrete. Inc., additional time to submit an updated Traffic Impact Study (TIS) to Weld County. The updated TIS was to evaluate a potential third haul route option. The continuance was also to allow for the review of said TIS by staff, the Towns of Johnstown and Milliken, and the Colorado Department of Transportation. The Department of Planning Services received a letter from Telesto Solution Inc., representative for Loveland Ready -Mix Concrete, Inc. requesting additional time for evaluation and review of the third haul route and to evaluate the comments from County staff, the Towns of Johnstown, Milliken and CDOT. Representatives for Weld County forwarded several items of correspondence to the applicant's representative that included the November 22, 2023, CDOT comments. Mr. Matt Delich was copied on this email that includes a request for additional information. No response to this email has been received. The December 7, 2023, email from the Town of Johnstown commenting on the proposed haul route options also includes attachments of the Town's comments. These comments require a response as well. The County completed its review of the proposed Loveland Ready -Mixed haul Route 3. With the submittal of the Route 3 Traffic Impact Study (TIS), requested by the Board of County Commissioners, Public Works and Planning Services staff were able to summarize the required improvements from all referrals (Weld County, Town of Johnstown and CDOT) and provide a high- level cost estimate for each route. Triggered improvement costs are not included as we do not know when or even if they will be triggered. Given the numerous documents that are in review and the request from the applicant's representative for a 30 -day minimum continuance; Planning Services and Development Review are in support of a continuance to Wednesday February 28. 2024, at ten o'clock. TELESTO December 13, 2023 Via Electronic Mail Mr. Kim Ogle Principal Planner Weld County Planning Services 1402 N 17th Avenue Greeley, CO Subject: Dunn Pit Sand and Gravel Mine USR22-0018 Dear Mr. Ogle: Loveland Ready -Mix, Concrete, Inc. (LRM) requests a continuance for the scheduled public hearing with Weld County Commissioners on January 10, 2023. LRM has not yet received comments from Weld County for the Dunn Pit Transportation Impact Study (TIS), that evaluates a 3`d haul route, and requests a minimum of 30 days to review County comments before the hearing is continued. This additional time is needed to properly review and respond to comments. LRM submitted the TIS to Weld County on October 31, 2023. Telesto then inquired about the status of County comments on November 8 and December 6, 2023. LRM made requests to Weld County Public Works for a breakout of cost estimates for proposed improvements on all three routes on August 24 and October 31,' 2023. Today, December 13, 2023, we received a document with proposed improvements for all three routes from Dawn Anderson, Weld County Public Works. However, we have not received any review of the third haul route from either Weld County Public Works, Towns of Johnstown, or Milliken or from CDOT. As it would be more than reasonable to request a minimum of 30 days to review this information and follow up with questions, we respectfully request this continuance. Sincerely, Telesto Solutions, Inc. ry' Taryn Tigges cc: Colorado Office (Corporate) New Mexico Office 750 140, Street SW 1303 Pope Street Loveland, Colorado 80537 Silver City, New Mexico 88061 970-484-7704 / 970-484-7789 (FAX) 575-538-5620 / 575-538-5625 (FAX) To: Kim Ogle Date: December 13, 2023 Page 2 Walt Niccoli, Telesto Solutions, Inc. Matt Delich, Delich Associates Michael Delich, Delich Associates Stephanie Fancher-English, LRM 202312! 3_Reguest_Continuance TELESTG Jan Warwick From: Sent: To: Cc: Subject: Attachments: Kim Ogle Monday, January 8, 2024 4:16 PM Jessica Reid CTB; Melissa King; Dawn Anderson; Kim Ogle; Maxwell Nader USR22-0018 Loveland Ready Mixed Concrete Request for Continuance Dunn Pit Haul Route 3 TIS (1).pdf; USR22-0018, Loveland Ready -Mix Concrete - Summarized Improvements w/ high level estimate; FW: Traffic Study Route 3 - Dunn Pit USR22-0018; Re: USR22-0018 Loveland Ready Mix Proposed "Haul Route 3"; LRM Haul Route Proposed Improvements with Costs 12.12.2023.docx; RE: USR22-0018 TIS Safest Route 3 Review; Kim Ogle_Dunn Pit_10_31_2023.pdf; USR22-0018 Loveland Ready Mix Proposed "Haul Route 3"; 20231213_Request_Continuance.pdf; TOJ Memo Improvements - LRM Haul Routes 12-7-23.pdf; Exhibit A.pdf; Town of Johstown_Loveland Ready Mix_11_9_2023.pdf; USR22-0018 LRM Memorandum dated 1.10.2024.doc Jess, Please find attached a request for continuance submitted by Taryn Tigges, with Telesto Solution Inc., representative for Loveland Ready -Mix Concrete, Inc. Attached are supporting documents received concerning the haul route alternative # 3 and comments from municipalities, CDOT and Weld County Public Works. Planning staff memorandum of support to this request is also attached. Thanks Kim Ogle Principal Planner Weld County Planning Services 1402 N. 17th Avenue I Greeley 970.400.6100 Office 970.400.3549 Direct kogle@weld.gov Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. Jan Warwick From: Sent: To: Cc: Subject: Attachments: Melissa King Friday, January 5, 2024 2:25 PM Taryn Tigges Kim Ogle; Dawn Anderson RE: USR22-0018 TIS Safest Route 3 Review Re: USR22-0018 Loveland Ready Mix Proposed "Haul Route 3"; FW: Traffic Study Route 3 - Dunn Pit USR22-0018; USR22-0018, Loveland Ready -Mix Concrete - Summarized Improvements w/ high level estimate Taryn Thanks for the quick response. The items are now attached. This is the review of the proposed Route 3 TIS Addendum. Melissa Melissa J King, PE Development Review Engineer Department of Planning Services Weld County 1402 N 17th Ave Greeley, CO 80631 (970) 400-3762 LEADING WITH RESPONSIVE, INNOVATIVE AND COST EFFECTIVE SERVICES From: Taryn Tigges <ttigges@telesto-inc.com> Sent: Friday, January 5, 2024 2:20 PM To: Melissa King <mking@weld.gov> Cc: Kim Ogle <kogle@weld.gov>; Dawn Anderson <dranderson@weld.gov> Subject: RE: USR22-0018 TIS Safest Route 3 Review To clarify, the email from Anderson that I received on 12/13 had nothing to do with comments on the TIS and included a cost estimate from the County. We are still waiting on County comments for the Route 3 TIS. Taryn Tigges, PE Office: 970-484-7704 Cell: 515-520-9454 From: Taryn Tigges Sent: Friday, January 5, 2024 2:18 PM To: Melissa King <mking@weld.gov> Cc: Kim Ogle <kogle@weld.gov>; Dawn Anderson <dranderson@weld.gov> Subject: RE: USR22-0018 TIS Safest Route 3 Review Hi Melissa, It looks like you forgot to attach the CDOT comments and email from the Town of Johnstown. Also, I never received the 12/13/23 email "Anderson to Tigges" if you could please send that. Thanks, Taryn Tigges, PE Office: 970-484-7704 Cell: 515-520-9454 From: Melissa King <mking@weld.gov> Sent: Friday, January 5, 2024 2:10 PM To: Taryn Tigges <ttigges@telesto-inc.com> Cc: Kim Ogle <kogle@weld.gov>; Dawn Anderson <dranderson@weld.gov> Subject: RE: USR22-0018 TIS Safest Route 3 Review Good Afternoon Taryn, Thank you for returning my telephone call on Tuesday. Please find below the status of the referenced review. Please find attached the CDOT comments included in the 1122 2023, email. Mr. Matt Delich was copied on this email that includes a request for additional information. No response to this email has been received. Also attached is the 12 7 2023 email from the Town of Johnstown. It includes attachments of the Town's comments. These comments require a response, as well. The County has completed its review of the proposed Route 3. While this addendum is predicated on traffic data that is greater than 2 years old, the County is cognizant of the length of this process and will accept this addendum. It is noted that this route includes two bridges (one over Hollsboro Ditch and one over NHD flowline 842665). Neither of these bridges are considered deficient but were not addressed in the traffic study. Also, all improvements recommended by CDOT and the Town of Johnstown along with the improvements recommended by the County in previous correspondence and summarized in the 12 13 2023 email: Anderson to Tigges will be considered the required improvements for Route 3. Based on the safety analysis alone, the County concurs with the addendum that Route 3 is the safest. As always, we are available if there are questions. Melissa Melissa J King, PE Development Review Engineer Department of Planning Services Weld County 1402 N 17th Ave Greeley, CO 80631 (970) 400-3762 2 LEADING WITH RESPONSIVE, INNOVATIVE AND COST EFFECTIVE SERVICES From: Taryn Tigges <ttigges@telesto-inc.com> Sent: Thursday, December 21, 2023 9:26 AM To: Kim Ogle <kogle@weld.gov> Subject: RE: Request for continuance Qovernipen, Thanks for passing this along. LRM is really wanting a month to review County comments so do you think we will get comments for the TIS back by the end of January? Taryn Tigges, PE Office: 970-484-7704 Cell: 515-520-9454 From: Kim Ogle <kogle@weld.gov> Sent: Thursday, December 21, 2023 9:15 AM To: Taryn Tigges <ttigges@telesto-inc.com> Cc: Kim Ogle <kogle@weld.gov>; Dawn Anderson <dranderson@weld.gov>; Melissa King <mking@weld.gov>; Maxwell Nader <mnader@weld.gov> Subject: Request for continuance Kim, Considering their blackout dates, we're looking at February 28, 2024. Regarding the request on January 10th, they definitely should have a rep there to explain the need for a continuance (past your explanation) and answer any questions the Board may have. Also, as always, it is at the Board's discretion whether they choose to grant a continuance or require it be heard. Jess Reid Deputy Clerk to the Board Weld County 1150 O Street Greeley, CO 80631 tel: 970-400-4212 3 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Kim Ogle <kogle@weld.gov> Sent: Thursday, December 21, 2023 8:48 AM To: CTB <CTB@co.weld.co.us> Subject: FW: Request for continuance Something to consider when trying to schedule dates for LRM From: Taryn Tigges <ttigges@telesto-inc.com> Sent: Thursday, December 21, 2023 8:46 AM To: Kim Ogle <kogle@weld.gov>; Eric Sheley <esheley@weld.gov> Subject: RE: Request for continuance of We(,i.County Government.1)©notclidn links or ope Ok great, thanks Kim. Does a Loveland Ready -Mix representative need to be present for the request on January 10? It looks these dates will NOT work for the team (we only looked at Wednesdays): January 24 February 14 February 21 Thanks, Taryn Tigges, PE Office: 970-484-7704 Cell: 515-520-9454 From: Kim Ogle <kogle@weld.gov> Sent: Wednesday, December 20, 2023 12:29 PM To: Taryn Tigges <ttigges@telesto-inc.com>; Eric Sheley <esheley@weld.gov> Subject: RE: Request for continuance Taryn, County staff has your request. The hearing as scheduled is on the docket. Planning staff per your request will ask for the continuance per the letter. We will have a few dates requested in advance for the case to be heard, specific to the Route 3 option. Are there any dates that are not available from your client or team? Thank you Happy Holidays, Kim From: Taryn Tigges <ttigges@telesto-inc.com> Sent: Wednesday, December 20, 2023 12:07 PM 4 To: Eric Sheley <esheley@weld.gov> Cc: Kim Ogle <kogle@weld.gov> Subject: FW: Request for continuance Hi Eric, I was told that you are the on -call planner and that Kim is out of the office for the holidays. Can you help us with this request for continuance? Thanks, Taryn Tigges, PE Office: 970-484-7704 Cell: 515-520-9454 From: Taryn Tigges Sent: Wednesday, December 13, 2023 4:21 PM To: Kim Ogle <kogle@weld.gov> Cc: Stephanie Fancher-English <stephanief@lrmconcrete.com> Subject: Request for continuance Hi Kim, We would like to request a continuance for the January 10th hearing. Please see attached. Thanks, Taryn Tigges, PE Telesto Solutions, Inc. 75014th St SW Loveland, CO 80537 Office: 970-484-7704 Cell: 515-520-9454 TELESTO SOLUTIONS., I N C 5 Jan Warwick From: Sent: To: Cc: Subject: Attachments: Taryn, Dawn Anderson Wednesday, December 13, 2023 2:27 PM Taryn Tigges Kim Ogle; Melissa King; Mike McRoberts; Maxwell Nader; Cameron Parrott USR22-0018, Loveland Ready -Mix Concrete - Summarized Improvements w/ high level estimate LRM Haul Route Proposed Improvements with Costs 12.12.2023.docx Please see the attached document and distribute to those who need. With the submittal of the Route 3 Traffic Impact Study (TIS), requested by the Board of County Commissioners, Public Works and Planning Services staff were able to summarize the required improvements from all referrals (Weld County, Town of Johnstown and CDOT) and provide a high level cost estimate for each route. Of course, estimates are subject to change based on timing, design, utilities, etc. Please note that the CDOT had included required RR improvements along Route 3, those costs are not included in the summary attached summary. Triggered improvement costs are also not included as we do not know when or even if they will be triggered. Let me know if you have questions. Dawn R. Anderson Development Review Manager Weld County Planning Services 1402 N. 17th Avenue Greeley, CO 80632 Email: dranderson@weld.gov Office: (970) 400- 3736 Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. Jan Warwick From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: Kim Ogle Thursday, December 7, 2023 1:40 PM Dawn Anderson; Melissa King Curtis Hall; Cameron Parrott FW: Traffic Study Route 3 - Dunn Pit USR22-0018 TOJ Memo Improvements - LRM Haul Routes 12-7-23.pdf;Exhibit A.pdf; Town of Johstown_Loveland Ready Mix_11_9_2023.pdf Follow up Flagged From: Tony LeFevre <tlefevre@johnstownco.gov> Sent: Thursday, December 7, 2023 1:37 PM To: Kim Ogle <kogle@weld.gov> Cc: Matt LeCerf <mlecerf@townofjohnstown.com>; Tyler Smith <tsmith@johnstownco.gov>; Jason Elkins <jelkins@johnstownco.gov>; Kristine Ranslem <kranslem@weld.gov> Subject: RE: Traffic Study Route 3 - Dunn Pit USR22-0018 Good afternoon Kim, Please see the attached comments in a memo and supporting exhibits from the Town of Johnstown concerning the haul routes for the Loveland Ready Mix plant. If there are any questions or concerns on these documents, please let me know. Thank you, Tony LeFevre 110 Tony LeFevre I Planner I Town of Johnstown p: 970.578.9627 / tlefevre@johnstownco.gov Planning Webpage: https://johnstown.colorado.gov/xlanninq All PROJECT SUBMITTALS should be emailed to: planning@iohnstownco.gov to ensure proper routing and submittal acceptance. From: Kristine Ranslem <kranslem@weld.gov> Sent: Wednesday, November 1, 2023 9:03 AM To: Pepper McClenahan <pmcclenahan@millikenco.gov>; crinebarger@millikenco.gov; planning <planning@JohnstownCO.gov>; Tony LeFevre <tlefevre@iohnstownco.gov>; Tyler Smith <tsmith@iohnstownco.gov>; Lilly Cory <Icory@iohnstownco.gov>; Matt LeCerf <mlecerf@townofiohnstown.com>; Bilobran - CDOT, Timothy <timothy.bilobran@state.co.us>; allyson.young@state.co.us Cc: Kim Ogle <kogle@weld.gov> Subject: Traffic Study Route 3 - Dunn Pit USR22-0018 Good morning, Please see the attached letter and Traffic Improvement Study for Route 3. Please send any comments to Kim Ogle at kogle@weld.gov by December 15°. Thank you! fC�G≤(i 4.e RavLSZek t Planning Technician Weld County Planning Department 1402 N. 17. Avenue PO Box 758 Greeley, CO 80632 (970) 400-3519 kranslem@weld. qov Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 2 Jan Warwick From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: All, Young - CDOT, Allyson <allyson.young@state.co.us> Wednesday, November 22, 2023 10:50 AM Melissa King; Timothy Bilobran - CDOT; Robert (Mike) Shepherd - CDOT Matt LeCerf; Pepper McClenahan; Tony LeFevre; Tyler Smith; Kim Ogle; Dawn Anderson; Matt Delich Re: USR22-0018 Loveland Ready Mix Proposed "Haul Route 3" Dunn Pit Haul Route 3 TIS (1).pdf Follow up Flagged CDOT has reviewed the revised TIS for Dunn Pitt's Haul Route #3 and comments are as follows. 1) It should be noted that CDOT does not utilize LOS as means for negating roadway improvements. 2) CDOT evaluates State Highway Access Code warrants based on the total long term counts. 3) Based on the current total long term counts (Figure 9), the following improvements are warranted within CDOT owned ROW prior to the development's use of the intersections for the haul route: SB Right accel at WCR 54/CO 257 SB Right decel at WCR 48 1/2/CO 257 WB Right decel at WCR 13/CO 60 WB Right accel at CO 60/CO257 *Note the SB Right decel lane at this intersection is also substandard, but CDOT is willing to be flexible with this development due to their queue lengths being unlikely to be lengthy here. 4) A CDOT access permit will be required for each of the following intersections: WCR 48 1/2/CO 257 WCR 54/CO 257 WCR 13/CO 60 CO 60/CO 257 5) One key question, are the counts in Figure 9 (long range totals) in passenger car equivalents? If they are not, they need to be revised to be in PCEs. While the SB Right accel lane at WCR 48 1/2/CO 257 is not currently warranted, CDOT may revisit this should the Figure require this revision. CDOT does have concerns about this movement at this intersection. The study notes that all of the warranted improvements are necessary based on existing traffic, but this is the unfortunate "last to the trough" scenario that is not mitigated in the State Highway Access Code and CDOT cannot accept the argument of "the lanes are needed already, so this development should not be required to install them" because allowing the safety warrants to go uninstalled puts the motoring public at risk. If you have any questions, please let us know. I've included Matt Delich here to answer question #5. Thanks, Ally On Wed, Nov 8, 2023 at 3:17 PM Melissa King <mking@weld.Rov> wrote: 1 Matt Thanks for the email — I have copied Dawn on this as she would be the best one to assist with that information. Melissa Melissa J King, PE Development Review Engineer Department of Planning Services Weld County 1402 N 17th Ave Greeley, CO 80631 (970) 400-3762 LEADING WITH RESPONSIVE, INNOVATIVE AND COST EFFECTIVE SERVICES From: Matt LeCerf <MLeCerf@JohnstownCO.gov> Sent: Wednesday, November 8, 2023 9:08 AM To: Melissa King <mking@weld.gov>; Pepper McClenahan <pmcclenahan@millikenco.gov>; Young - CDOT, Allyson <allyson.young@state.co.us>; Tony LeFevre <tlefevre@iohnstownco.gov>; Tyler Smith <tsmith@johnstownco.gov> Cc: Kim Ogle <kogle@weld.gov> Subject: RE: USR22-0018 Loveland Ready Mix Proposed "Haul Route 3" 2 Melissa, I hope and trust all is well today. Thanks for this information. As I vaguely recall, Weld County may have been evaluating all of the route options for Loveland Ready Mix and determining cost improvements for each of the routes. If I'm not incorrect in this assumption, do you have the cost improvement estimates that you can share with us? Thanks, ML • Matt LeCerf I Town Manager Town of Johnstown p: (970) 587-4664 I f: (970) 587-0141 mlecerf@johnstownco.gov Facebook I Twitter I johnstownco.gov 450 S Parish Ave. PO Box 609 Johnstown, CO 80534 From: Melissa King <mking@weld.gov> Sent: Thursday, November 2, 2023 3:51 PM To: Pepper McClenahan <pmcclenahan@millikenco.gov>; Young - CDOT, Allyson <allyson.young@state.co.us>; Matt LeCerf <MLeCerf@JohnstownCO.gov> Cc: Kim Ogle <kogle@weld.gov> Subject: USR22-0018 Loveland Ready Mix Proposed "Haul Route 3" Afternoon, Just wanted to make sure that you all have seen the referenced documents. The County is reviewing them as well. Please forward this if others in your area need to see them. Let me know if there are questions. Thanks 3 Melissa Melissa J King, PE Development Review Engineer Department of Planning Services Weld County 1402 N 17th Ave Greeley, CO 80631 (970) 400-3762 LEADING WITH RESPONSIVE, INNOVATIVE AND COST EFFECTIVE SERVICES From: Kim Ogle <kogle@weld.gov> Sent: Wednesday, November 1, 2023 6:47 AM To: Dawn Anderson <dranderson@weld.gov>; Melissa King <mking@weld.gov> Subject: FW: Dunn Pit USR22-0018 Dawn Please forward to Weld County Public Works personnel Thanks From: Stephanie Fancher-English <stephanief@Irmconcrete.com> Sent: Tuesday, October 31, 2023 4:03 PM To: Kim Ogle <kogle@weld.gov> Cc: Taryn Tigges <ttigges@telesto-inc.com>; Walt Niccoli <wniccoli@telesto-inc.com>; Brad Fancher 4 <bradf@Irmconcrete.com> Subject: Dunn Pit USR22-0018 Hello Kim, See attached letter and Traffic Improvement Study for Route 3. Please acknowledge that you have received. We are assuming that you will be forwarding this information to Milliken, Johnstown, and CDOT for their official review and comment. However, we will send a copy to Milliken and Johnstown as well due to their specific request for copies. Regards, StephoM,+,ei Fa.vLcher-Eve ,h, Loveland Ready -Mix Concrete, Inc. Office: 970.667.2680 Direct: 970.776.4513 Cell: 970.663.9162 5 Thank you, Allyson Young Region 4 Access Manager, Outdoor Advertising Inspector - Traffic P 970 381 8995 10601 West 10th Street, Greeley, CO 80634 allyson.youncastate.co.us I http://codot.ctov/ I www.cotrip.org 6 Jan Warwick From: Sent: To: Cc: Subject: Attachments: Follow Up Flag: Flag Status: Melissa King Thursday, November 2, 2023 3:51 PM Pepper McClenahan; Young - CDOT, Allyson; Matt LeCerf Kim Ogle USR22-0018 Loveland Ready Mix Proposed "Haul Route 3" Kim Ogle_Dunn Pit_10_31_2023.pdf; Dunn Pit Haul Route 3 TIS.pdf Follow up Flagged Afternoon, Just wanted to make sure that you all have seen the referenced documents. The County is reviewing them as well. Please forward this if others in your area need to see them. Let me know if there are questions. Thanks Melissa Melissa J King, PE Development Review Engineer Department of Planning Services Weld County 1402 N 17th Ave Greeley, CO 80631 (970) 400-3762 LEADING WITH RESPONSIVE, INNOVATIVE AND COST EFFECTIVE SERVICES From: Kim Ogle <kogle@weld.gov> Sent: Wednesday, November 1, 2023 6:47 AM To: Dawn Anderson <dranderson@weld.gov>; Melissa King <mking@weld.gov> Subject: FW: Dunn Pit USR22-0018 Dawn Please forward to Weld County Public Works personnel Thanks From: Stephanie Fancher-English <stephanief@Irmconcrete.com> Sent: Tuesday, October 31, 2023 4:03 PM To: Kim Ogle <kogle@weld.gov> Cc: Taryn Tigges <ttigges@telesto-inc.com>; Walt Niccoli <wniccoli @Cttelesto-inc.com>; Brad Fancher <bradf@Irmconcrete.com> Subject: Dunn Pit USR22-0018 Hello Kim, See attached letter and Traffic Improvement Study for Route 3. Please acknowledge that you have received. We are assuming that you will be forwarding this information to Milliken, Johnstown, and CDOT for their official review and comment. However, we will send a copy to Milliken and Johnstown as well due to their specific request for copies. Regards, Stepha-nie, Fo.vuher-Evi l., h' Loveland Ready -Mix Concrete, Inc. Office: 970.667.2680 Direct: 970.776.4513 Cell: 970.663.9162 2 Creation Date Last Modified Date full Patn AutoCAD Version Computer File Information I nrtials Initials Index of Revisions Comments I nitial� N31' 13'26'W 388 99 Exhibit A L=1279.90 R=2300.00' =31'53'02" ChB=N 15.16'SS'W ChL=1263,45 WELD COUNTY PUBLIC WORKS DEPARTMEN' 1111 H. STREET P.O. BOX 758 GREELEY, CO 80632-0758 PHONE (970) 3564000 FAX (970) 304-6497 As Constructed Revised EXISTING ASPHALT TO BE REMOVED NEW ASPHALT NEW BRIDGE WCR 13 © WCR 50 REALIGNMENT )esigner C PARROTT Detatler C PARROTT Sheet Subset 6neet Sunset MOB -4d 40441U 31i-{10 324+0!; I Project No./Code Sheet Number of WELD COUNTY PUBLIC WORKS DEPARTMENT BUDGETSTATUSUPDATE Project Name Project Limits DATE TOTAL BUDGET AMOUNT CONSTRUCTION SUBTOTAL WCR 50 @ WCR 13 Intersection WCR 13 & WCR 50 Intersection 24Aug 23 $4,190,480 $3 254 880 ENGINEERING SUBTOTAL $935 500 ESTIMATED BALANCE REMAINING $o 06 DESIGN 2024 LENGTH (MILES) Contracted Design/Build R O WAJTILITIES CONST 2025 2026 CONSTRUCTION COSTS UNIT UNIT COST QUANTITY TOTAL Mobilization Clearing Grubbing and Removals Unclassified Excavation Asphalt HMA PG6422 (7 ) Asphalt HMA PG64-28 (2 ) ABC Class 6 Base Course Shouldering Material Drainage and Erosion Control Traffic Control and Signage New Bridge (70 long x 40 wide) Reconfigure Imgation Sprinkler Other Minor Items and Contingencies LS $100 000 00 $100 000 ACRE CY $8 500 00 $20 00 100 5 720 4 450 1 350 4,500 1 050 $85 000 $114 400 $489 500 $168 750 $157 500 TON TON TON TON LS LS SF LS $110 00 $125 00 $35 00 $45 00 $200 000 00 $100 000 00 $375 00 $200 000 00 $2 712 400 00 2 800 20% Subtotal $47 250 $200 000 $100 000 $1 050 000 $200 000 $542 480 $3 254 680 ENGINEERING, ROW AND UTILITY COSTS Design/Survey Utilities ROW/Easements Acquisition (140) UNIT LS LS UNIT COST $200 000 $300 000 QUANTITY TOTAL $200 000 $300 000 $435 600 5935 600 ACRE $43 560 10 Subtotal Summary 1 2 -12' Lanes 6 Asphalt and 2 Gravel Shoulders 2 Provide superelevated curve radn /or 55 mph design speed 3 Stop f= headed eastbound and westbound into new intersection leave 13 as through road 4 ROW w�denedlmm 60 to 140 (orArtenal Roadways 5 Radii at new intersection to be larger to accommodate truck traffic 6 Short connecting mad to old WCR 13 for homeowners (hammerhead turnaround, TOTAL $4,190,480 Notes includes bridge and asphalt removals MEMORANDUM FROM: Tony LeFevre, Planner I CC: Matt LeCerf, Town Manager Tyler Smith, Planner II Jason Elkins, Public Works Director TO: Kim Ogle, Principal Planner DATE: December 7, 2023 RE: Loveland Ready Mix — Haul Route Improvements in Johnstown As previously noted in communications with Weld County, the Town of Johnstown would strongly prefer that these trucks not be routed through Hwy 60 and our small downtown area at Parish Ave/WCR 17 as proposed with Haul Route #3. The Town's preference is for Haul Route #2 that does not directly or adversely impact the Town's transportation network and utilizes existing major roadways and state highways intended for regional traffic, but the Town is happy to work through the improvements at WCR 48'/4 and WCR 17 if Haul Route #1 remains the preferred route of the applicant and becomes the approved route for this USR application. Haul Route 3 TIS Regarding the Updated TIS Haul Route 3 study, the Town of Johnstown offers the following questions. The Town did not receive any direct inquiry regarding planned development along the WCR 50Neteran's Parkway corridor which may have significant impacts to the projected traffic counts and LOS resulting from the increased traffic. Does the TIS consider the impact of recent preliminary plat approvals in the Town of Johnstown that will ultimately go final in the next 3-4 months? These initial platted lots will create an additional 753 single family lots in the next 4 years. An additional —700 lots and —250 multi -family lots. All lots referenced here are on WCR 50 west of the WCR 50 and Colorado Blvd intersections. Does the TIS incorporate the Purvis Subdivision consisting of 382 single family lots approved and planned for development in 2024 on Colorado Boulevard between Highway 60 and WCR 50? List of Improvements that would be needed to accommodate the impacts to the Town's transportation system from the proposed truck traffic: The Community That Cares johnstown.colorado.gov P: 970.587.46641450 S. Parish Ave, Johnstown CO 80534 I F: 970.587,0141 Haul Route #1 — WCR 48% to WCR 17 (Parish Ave) to WCR 54 Pave WCR 48'/2 to Town standards where in Town limits (one half -mile east of WCR 17); and o LRM agrees that the Long Range traffic counts warrant this improvement. (from LRM Letter dated Nov. 9th 2023) Add WB dedicated right turn lane on WCR 481/2, possible accel receiving lane needed; and o The Highway -Rail Crossing Handbook (U.S. Department of Transportation, Federal Railway Administration) references the use of right turn lanes at railroad crossings to prevent vehicles from trying to pass on the left. However, at this intersection with the low train speeds, limited train traffic, clearing site distances, and long-range traffic counts do not warrant a WB dedicated right turn lane on CR 48 '/2 because passing is not anticipated. (from LRM Letter dated Nov. 9th 2023) ■ Johnstown staff is still concerned that there is not enough storage space for a WB truck to stop at this intersection without encroaching onto the railroad tracks. Turning north on WCR 17 is not a free right movement. To prevent this, staff recommends an NB acceleration lane be added to WCR 17, so that if northbound traffic prevents a truck from turning right off WCR 48'4, a truck could still turn right and store itself in the acceleration lane should a train approach. This added lane would help prevent a truck from being stuck on the tracks and avoiding a train collision. Add SB dedicated left turn lane on WCR 17 at the WCR 48'/2 intersection; and o The current background traffic on WCR 17 already triggers this improvement. LRM agree to participate in the construction of this improvement. (from LRM Letter dated Nov. 9th 2023) Improve RR crossing safety at WCR 17 and WCR 48'/2 with warning lights, warning and other signage and pavement markings, to be based on design requirements by G.W.R.R. and accepted by the Town. Additional Comment: Signalization of the intersection of WCR 17 and WCR 48'4 should also be incorporated for overall safety so the intersection does not function like the WCR 17 and WCR 50 intersection. LRM has submitted a Preliminary Engineering application to OmniTRAX in order to receive confirmation of their requirements for improvements at this intersection as warranted by the Long Range traffic counts. (from LRM Letter dated Nov. 9th 2023) ■ Please provide Johnstown staff the crossing safety improvements recommendations from OmniTRAX once available. Haul Route #2 — Hwy 257 to WCR 54 This route has no impacts to current Town roadways and utilizes existing major roadways and state highways intended for regional truck traffic. The Town is in favor of this haul route and has no further comments regarding its use. The Community That Cares www.iohnstownco.gov Haul Route #3 — Hwy 257 to Hwy 60 to WCR 13 with a "jog" at WCR 50 Improve two of the RR crossings on Hwy 60, west of WCR 19 (currently two have traffic signals and signage; two have only non -illuminated crossing signs and minimal pavement markings), with warning lights, and warning and other signage, to be based on design requirements by G.W.R.R. and accepted by the Town and CDOT. Participation in intersection improvements at WCR 13/Colorado Blvd. and Hwy 60 which would have otherwise been Developer responsibility: o Add WB dedicated right turn lane to Hwy 60, with accel receiving lane on Colorado Blvd; and o Add SB dedicated left turn lane to WCR 13/Colorado Blvd WCR 50 & 13 improvements are needed. Note that this intersection is not in Johnstown but would greatly and directly affect the Johnstown area's transportation network. Work with the County on hastening the design/construction of the proposed realignment of WCR 13 to address the current "jog" and turning movement concerns (see Exhibit A for reference), OR Add NB dedicated right turn lane to WCR 50 — to provide a right and left turn lane at this intersection; and Add SB dedicated left turn lane to WCR 13 — to provide a right and left turn lane at this intersection. All improvements within the Town's jurisdiction will require Town -approved civil engineering plans, a development agreement, performance and maintenance surety obligations, and road maintenance plan and agreement. Improvements to Hwy 60 will involve CDOT review and approval. The Community That Cares www.iohnstownco.gov LOVELAND READYMIX CONCRETE PO BOX 299 LOVELAND, CO 80539 OFFICE 970.667.2680 FAX 970.667.0092 November 9, 2023 Matt LeCerf Jason Elkins Town of Johnstown 450 S. Parish Ave Johnstown, CO 805341 RE: Loveland Ready -Mix Concrete Dunn Pit Project, Weld County Enclosed is a copy of the Preliminary Engineering Application that was sent to OmniTRAX for improvements at the Great Western Railroad (GWR) crossing on WCR 48''A just east of WCR 17. The improvements included with this application are consistent with those warranted by the Dunn Pit Transportation Impact Study, dated December 2022, for Long Range background traffic that includes the additional trip generation for the Dunn Pit Project. As a reminder, the calculated trip generation for the Dunn Pit is 10 morning peak hour trip ends, 10 afternoon peak hour trip ends, and 74 daily trip ends. The Long Range daily traffic on W CR48'A is estimated at 300 vehicles per day, with a maximum 20 peak hour WB turns to the north, and 15 peak hour WB turns to the south, noting that no Dunn Pit Project traffic will turn south. Safety is of the utmost importance to LRM both for our drivers and for the public interacting with them. It our understanding that we have shown all warranted improvements, dictated by traffic counts, as required by Weld County Public Works policy, Town of Johnstown policy, and the GWR. However, the improvements shown on the GWR Preliminary Engineering Application differs from requirements outlined in the Town of Johnstown Memorandum, dated June 28, 2023. The Town of Johnstown requirements are in italics followed by LRM's explanation of what is included in the Preliminary Engineering Application: 1. Pave CR 48 24 to Town standards where in Town limits (one half -mile east of CR 17). LRM agrees that the Long Range traffic counts warrant this improvement. 2. Add WB dedicated right turn lane on CR 481/2, possible accel receiving lane needed. The Highway -Rail Crossing Handbook (U.S.Department of Transportation, Federal Railway Administration) references the use of right turn lanes at railroad crossings to prevent vehicles from trying to pass on the LOVELAND READYMIX CONCRETE PO BOX 299 LOVELAND, CO 80539 OFFICE 970.667.2680 FAX 970.667.0092 i_ov hrtd R,ariy Mix Concrete, Iris Nov! giber 9, 2023 left. However, at this intersection the low train speeds, limited train traffic, clearing site distances, and long-range traffic counts do not warrant a WB dedicated right turn lane on CR 48'A because passing is not anticipated. 3. Add SB dedicated left turn lane on CR 17 at the CR 48 % intersection. The current background traffic on CR 17 already triggers this improvement. LRM agrees to participate in the construction of this improvement. 4. Improve RR crossing safety at CR 17 and CR 48 % with warning lights, warning and other signage and pavement markings, to be based on design requirements by G. W.R.R. and accepted by the Town. LRM has submitted a Preliminary Engineering application to OmniTRAX in order to receive confirmation of their requirements for improvements at this intersection as warranted by the Long Range traffic counts. It is our intent to determine what are needed and warranted improvements dictated by policy and regulation, and then build on that to develop a mutual understanding with Johnstown and Weld County. LRM has asked Weld County for their list of warranted improvements for the proposed traffic routes along with their cost estimates for these improvements. In an email from Weld County Public Works, dated August 24, 2023, Weld County states: In regards to the cost estimates, we were looking high level but have not yet completed a more detailed breakdown. We were waiting for the safety analysis that you are currently working on and then were going to put the package together. However, I will try to get together with the team over here at Weld County to see if we can narrow down routes 1 & 2 soon. LRM's preferred route is obvious, however, as we continue to gather facts, it is our desire to come to an agreement on a route that is acceptable to both Johnstown and Weld County. We believe that Route 1 (WCR 48 %: to WCR 17 north to our plant) meets all the regulatory and safety requirements dictated by Weld County, the Town of Johnstown and GWR. If something in regulation is missed, please help us become aware. If you have any questions or require further information, please advise. Regards, Stephanie Fancher-English Manager Permitting and Land Use Loveland Ready -Mix Concrete, Inc. stephanief@Lrmconcrete.com 1 970.776.4513 cc: Weld County Public Works Improvements Options for USR22-0018 Proposed Haul Routes LRM Preferred Haul Route (Route #1) Proposed Improvements — WCR 48.5 to WCR 17 to WCR 54 to WCR 13: Immediate Off -Site Improvements: Pave CR 48.5 from 50 feet east of the site access point to CR 17 (may require a widening of the roadway to meet a 26' width prior to paving) {Weld County / Town of Johnstown jurisdictions} Upgrade and install the bridge rail on CR 48.5 to meet the Manual of Assessing Safety Hardware (MASH) strength and height requirements, to be accepted by the county {Weld County jurisdiction( Upgrade/Improve RR crossing safety at CR 48.5/CR 17 {Town of Johnstown jurisdiction — will require coordination with the Great Western Railroad (GWRR)} Design and construct southbound left turn lane on CR 17 {Weld County jurisdiction( Design and construct a westbound right turn deceleration lane on CR 48.5 (Town of Johnstown jurisdiction( Design and construct a northbound right acceleration lane on CR 17 {Weld County jurisdiction( Install Conflict Warning System, per Weld County standards, at the intersection of CR 17 / CR 50 — all three legs. {Weld County jurisdiction( Triggered (Future) Off -Site Improvements (not included in estimate): • Driveway Access / turn lane improvements to include triggered auxiliary lanes on CR 48.5. Route #1: WCR 48.5 to WCR 17 to WCR 54 to WCR 13 ITEM UNIT QUANTITY UNIT PRICE TOTAL HMA (S MIX)(6" THICK) TON 8950 $ 110 $ 984,500 HMA (SX MIX)(2" THICK) TON 3950 $ 125 $ 493,750 ABC (CLASS 6) TON 8060 $ 35 $ 282,100 SHOULDERING TON 3050 $ 45 $ 137,250 BRIDGE RAIL (MASH COMPLIANT) LF 125 $ 250 $ 31,250 RR CROSSING UPGRADE (CONCRETE PANELS & ARMS) EACH 1 $ 350,000 $ 350,000 CONFLICT WARNING SYSTEM EACH 1 $ 120,000 $ 120,000 MOBILIZATION LS 1 $ 70,000 $ 70,000 TRAFFIC CONTROL LS 1 $ 37,000 $ 37,000 $ 2,505,850 Weld County Preferred Haul Route (Route #2) Proposed Improvements — WCR 48.5 to SH 257 to WCR 54 to WCR 13: Immediate Off -Site Improvements: Pave CR 48.5 from 50 feet west of the site access to SH 257 (may require a widening of the roadway to meet a 26' width prior to paving) {Weld County jurisdiction} Construct auxiliary turn lane on CR 48.5 at the intersection of CR 48.5 / SH 257, specifically an east to northbound left turn lane (Weld County / Town of Milliken jurisdictions) Construct auxiliary turn lane on SH 257 at the intersection of CR 48.5 / SH 257, specifically a right turn deceleration lane and a northbound acceleration lane (CDOT has approved and issued a design waiver which will allow for reduced speed change lengths for a left -turn acceleration lane. The waiver allows the acceleration lane to be built to a 45 -mph speed limit standard in a 55 -mph zone which negates the need to widen the bridge on SH 257.) {CDOT / Town of Milliken jurisdictions) Triggered (Future) Off -Site Improvements (not included in estimate): • Driveway Access / turn lane improvements to include triggered auxiliary lanes on CR 48.5. • Per CDOT, a proportional share of future auxiliary lanes at the intersection of SH 257 / CR 54. Route #2: WCR 48.5 to St. Hwy. 257 to WCR 54 to WCR 13 ITEM HMA (S MIX)(6" THICK) HMA (SX MIX)(2" THICK) ABC (CLASS 6) SHOULDERING MOBILIZATION TRAFFIC CONTROL UNIT QUANTITY UNIT PRICE TOTAL TON 3010 $ 110 $ 331,100 TON 2280 $ 125 $ 285,000 TON 2770 $ 35 $ 96,950 TON 970 $ 45 $ 43,650 LS 1 $ 60,000 $ 60,000 LS 1 $ 30,000 $ 30,000 $ 846,700 All Right Turns for Safety Haul Route (Route #3) Proposed Improvements — WCR 48.5 to SH 257 to SH 60 to WCR 13 to WCR 54: Immediate Off -Site Improvements: Pave CR 48.5 from 50 feet west of the site access to SH 257 (may require a widening of the roadway to meet a 26' width prior to paving) {Weld County jurisdiction) Construct auxiliary turn lane on SH 60 at the intersection of SH 60 / SH 257, specifically a westbound right acceleration lane {CDOT / Town of Milliken jurisdiction} Construct auxiliary turn lane on SH 60 at the intersection of SH 60 / WCR 13, specifically a westbound right deceleration lane {CDOT / Town of Johnstown jurisdiction} Construct auxiliary lane on CR 13 at the intersection with SH 60, specifically a northbound acceleration lane {Town of Johnstown jurisdiction) Construct auxiliary turn lane on SH 257 at the intersection of SH 257 / WCR 48.5, specifically a southbound right deceleration lane {CDOT / Town of Milliken jurisdiction) Triggered (Future) Off -Site Improvements (not included in estimate): • Driveway Access / turn lane improvements to include triggered auxiliary lanes on CR 48.5 • Per CDOT, a proportional share of future auxiliary lanes at the intersection of SH 257 / CR 54 Route #3: WCR 48.5 to St. Hwy. 257 to St. Hwy. 60 to WCR 13 to WCR 54 ITEM HMA (S MIX)(6" THICK) HMA (SX MIX)(2" THICK) PCCP (9" THICK) ABC (CLASS 6) SHOULDERING RELOCATE HYDRANT RELOCATE SIGNAL POLE RELOCATE SIGNAL CONTROLLER INSTALL NEW MAST ARM RELOCATE INLET TREE REMOVAL MOBILIZATION TRAFFIC CONTROL UNIT QUANTITY UNIT PRICE TOTAL TON 2520 $ 110 $ 277,200 TON 1340 $ 125 $ 167,500 SY 280 $ 120 $ 33,600 TON 2320 $ 35 $ 81,200 TON 1240 $ 45 $ 55,800 EACH 1 $ 5,500 $ 5,500 EACH 2 $ 20,000 $ 40,000 EACH 1 $ 30,000 $ 30,000 EACH 1 $ 20,000 $ 20,000 EACH 1 $ 10,000 $ 10,000 EACH 19 $ 750 $ 14,250 LS 1 $ 120,000 $ 120,000 LS 1 $ 90,000 $ 90,000 $ 945,050 LOVELAND READYMIX CONCRETE PO BOX 299 LOVELAND, CO 80539 OFFICE 970.667.2680 FAX 970.667.0092 October 31, 2023 Kim Ogle Principle Planner Weld County Planning Services 1402 N 17> Avenue Greeley, CO 80631 kogle@weld.gov RE: Dunn Pit Sand and Gravel Mine USR22-0018 Mr. Ogle, Enclosed is the Dunn Pit Traffic Impact Study, October 31, 2023, that analyzes the potential Haul Route 3 from the Dunn Pit mining site, as directed by the Weld County Board of County Commissioners. Safety is of the utmost importance to LRM both for our drivers and for the public interacting with them. It our understanding that all warranted improvements as required by Weld County Public Works and Town of Johnstown are documented standards dictated by traffic counts. In an email sent to you by Matt Delich on August 16, 2023, and then again on August 24, 2023, Weld County staff was specifically asked for the following information: In the meeting, I heard cost estimates for Haul Route 1 and Haul Route > 2 mentioned. You probably have a breakdown of the cost for each > improvement. Please send me a table/list of the improvements on each > route and the cost estimate for each improvement [the sum of which > would be the cost estimate for the entire route]. We are again requesting this information be provided to our traffic engineer, Delich and Associates. In the meeting held with Weld County Public Works on August 15, it was unclear as to what standards Weld County was using for their cost estimates and what standards the Town Johnstown was using in the list of improvements provided in their Memo dated June 28, 2023. Therefore, in addition to the above we are requesting the following: 1. Itemized list of warranted improvements, Weld County Standards, for each Traffic Route. This third route could very well become the preferred route for LRM, however, in order for LRM to properly evaluate all three traffic routes and their cost implications it is important to have a complete understanding of Weld County and Johnstown standards and their justification for all warranted improvements. LOVELAND READYMIX CONCRETE PO BOX 299 LOVELAND, CO 80539 OFFICE 970.667.2680 FAX 970.667.0092 Loveland Ready -Mix Concrete, Inc. October 31, 20)23 LRM has obtained clarification on the warranted improvements on all State Highways from CDOT as they are all dictated by State Statute. LRM is in the process of obtaining the warranted improvements at the GWR crossing on WCR 48'A through a preliminary Engineering Application submitted to OmniTRAX. This will provide the information needed to properly investigate and proceed with discussions on the Haul Route 1 option with Johnstown. We are now relying on Weld County to follow up with the additional information as requested in order to complete our analysis of the three different haul routes. If you have any questions or require further information, please advise. Regards, Stephanie Fancher-English Manager Permitting and Land Use Loveland Ready -Mix Concrete, Inc. stephanief(OLrmconcrete.com 1 970.776.4513 cc: Town of Johnstown Town of Milliken DELICH ASSOCIATES Traffic & Transportation Engineering amintios 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 MEMORANDUM TO: Stephanie Fancher-English, Loveland Ready -Mix Walt Niccoli, Telesto Solutions, Inc. Weld County FROM: Matt Delich DATE: October 31, 2023 SUBJECT: Dunn Pit Traffic Impact Study for Haul Route 3 (File: 2130ME01) -71,1 rim This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Loveland Ready -Mix Dunn Pit (Dunn Pit). The proposed Dunn Pit site is located north of Weld County Road 48 '/2 (WCR48 '/z) and west of State Highway 257 (SH257) in Weld County, Colorado. The Loveland Ready -Mix Johnstown Concrete Batch Plant (Johnstown Plant) is located in the southeast quadrant of the Weld County Road 13 (WCR13)/Weld County Road 54 (WCR54)-Lartmer County Road 18 (LCR18) intersection. As directed by the Weld County Board of County Commissioners, this TIS analyzes the potential Haul Route 3 from the Dunn Pit mining site to the Johnstown Concrete Batch Plant. The location of the Dunn Pit, the Johnstown Concrete Batch Plant, and Haul Route 3 are shown in Figure 1. Haul Route 3 begins with trucks leaving the Dunn Pit and heading east on WCR48'/2 to SH257. Trucks will then turn right on SH257 to SH60. Trucks will head west on SH60, through Johnstown, for approximately four miles to WCR13 (Colorado Boulevard). Trucks will turn right and head north on WCR13 to access the Johnstown Plant. After off-loading the aggregate, empty trucks will head north of WCR13 and turn right on WCR54. They will head east to SH257 and head south to go back to the Dunn Pit on WCR48/2. On the major roads, the entirety of Haul Route 3 consists of right turns, except at the WCR13 (south leg)/WCR50 intersection. The south leg of WCR13 is approximately 535 feet east of the north leg of WCR13. The WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections have stop sign control on the WCR13 legs. The total Haul Route 3 is approximately 14.8 miles. The first section of the haul route, the Dunn Pit to the Johnstown Concrete Batch Plant, is approximately 7.8 miles. The second section of the haul route, the Johnstown Concrete Batch Plant to the Dunn Pit, is approximately 7.0 miles. The short range analysis (Year 2028) includes the full operation of the site and an appropriate increase in background traffic due to normal growth in the area. The long range future analysis year is considered to be 2040. 1 PAGE OF DOCUMENT INCLUDED IN PAPER FILE. REMAINDER RETAINED ELECTRONICALLY IN TYLER. Recent available peak hour traffic volumes at intersections along the Dunn Pit Haul Route 3 are shown in Figure 2. The peak hour traffic counts at the WCR13 (north leg)/WCR50 and WCR54/WCR13 intersections were obtained in May 2021. The peak hour traffic counts at the SH257/WCR54 and SH257/WCR48 1, intersections were obtained in November 2022. The peak hour traffic counts at the SH60/WCR13 intersection were obtained in June 2022. The peak hour traffic counts at the WCR13 (south leg)/WCR50 intersection were obtained from the "Purvis Farm Traffic Impact Study," dated March 2022. Figure 3 shows recent peak hour link traffic volumes along various segments of Haul Route 3. The link volumes shown are for only in the direction of Haul Route 3. Most of these link volumes were calculated from the peak intersection counts in Figure 2. Some of the link volumes along SH60 and SH257 were obtained from CDOT (OTIS) traffic data from 2020. Figure 4 shows a depiction of the existing geometry at intersections along Haul Route 3. Figure 4 also shows which intersections require auxiliary lanes based upon the recent peak hour traffic. It is important to note that several of the key intersections require auxiliary lanes according to the criteria in the Weld County Engineering and Construction Criteria Manual and the Colorado State Highway Access Code (SHAC). However, this TIS will only identify the auxiliary lanes required for movements that are impacted by the Dunn Pit Haul Route 3. Based on the criteria, a right -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume of >25 vph and a right -turn acceleration lane is required at an intersection with a projected peak egress turning volume of >50 vph. The deceleration lane requirement is applicable for the non -stopped condition. At the SH60/WCR13 intersection, a westbound right -turn deceleration lane is required with the existing traffic volumes. However, this westbound right -turn lane was identified as being required with existing traffic volumes by the Purvis Subdivision (approved through Johnstown). Funding for this improvement is unclear. However, all required improvements on SH60 at the SH60/WCR13 (Colorado Blvd.) intersection must be constructed before the Purvis Subdivision can be developed. In addition to this, the "Colorado Highway 60 System Feasibility Study," dated February 2023, shows budgeted improvements for the SH60/WCR13 intersection. The improvements show extensive auxiliary lanes on all legs of the intersection, including the westbound right - turn deceleration lane. At the WCR13 (north leg)/WCR50 intersection, a westbound right -turn deceleration lane is required with the existing traffic volumes. Based upon information provided by Weld County, there will be a roundabout at the WCR54/WCR13 intersection in the next few years. It will have one circulating lane with right -turn bypass lanes on all legs. At the SH257/WCR54 intersection, an eastbound right -turn deceleration lane is required with the existing traffic volumes. However, at a meeting with Weld County Public Works held on August 14, 2023, Loveland ready -Mix Concrete was informed that no additional auxiliary lanes would be required at this time at the SH257/WCR54 intersection. Upon a request for further clarification from CDOT, they confirmed that, "CDOT will only require the southbound right -turn acceleration lane on SH257 at WCR54 to be built if the County requires the installation of an eastbound right -turn deceleration lane on WCR54." -11 LDELICH Dunn Pit Haul Route 3 TIS, October 2023 ASSOCIATES Page 2 Since most of the site traffic from the Dunn Pit will be only right turns at the key intersections, operational analyses were not performed except at the WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections. Right turns, particularly at signalized intersections, are generally not significantly delayed. Table 1 shows the current morning and afternoon peak hour operation of the WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections. Calculation forms for these analyses are provided in Appendix A. Trip generation is important in considering the impact of a project such as this upon the existing and proposed street system. Trip Generation, 11th Edition, ITE is customarily used to calculate the daily and peak hour trips for land uses. However, this land use is not contained in the cited reference. Therefore, information regarding the Dunn Pit was provided by Loveland Ready -Mix to determine the trip generation. Table 2 shows the expected trip generation of the Dunn Pit on a daily and peak hour basis. Trucks will be hauling material for approximately 8.5 hours per day. It is estimated that there will be four (4.11 rate) truck loads per hour to the batch plant and then four trips back to the Dunn Pit. It is assumed that the haul trucks will be parked at the batch plant overnight. The calculated trip generation for these uses is 70 daily trip ends (AWDTE), 8 morning peak hour trip ends, and 8 afternoon peak hour trip ends. Figures 5 and 6 show the short range (2028) and long range (2040) background peak hour traffic projections, respectively. Background traffic projections for the short range (2028) and long range (2040) futures were calculated by factoring the recent traffic on the county roads by two percent per year. Traffic was increased on SH257 based upon the CDOT 20 -year factor of 1.76. In addition to this, there is significant development occurring in Johnstown along the SH60 corridor. The traffic forecasts along SH60 were developed using the traffic forecasts from the "Purvis Farm Traffic Impact Study." Trip assignment is how the generated and distributed trips are expected to be loaded on the road system. Figure 7 shows the site generated peak hour traffic assignment for the Dunn Pit Haul Route 3. Figure 7 also shows the passenger car equivalents (PCE's) for the haul trucks. The PCE ratio for this type of truck is 3:1. Figures 8 and 9 show the short range (2028) and long range (2040) total (site plus background) peak hour traffic for Haul Route 3, respectively. Using the traffic volumes shown in Figure 5, the WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections operate in the short range (2028) background traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix B. The intersections were analyzed with the existing geometry and the required geometry. The WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections will operate acceptably with both the existing geometry and the required geometry and stop sign control. Using the traffic volumes shown in Figure 6, the WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections operate in the long range (2040) background traffic future as indicated in Table 4. Calculation forms for these analyses are provided in -11 LDELICH Dunn Pit Haul Route 3 TIS, October 2023 ASSOCIATES Page 3 Appendix C. The WCR13 (north leg)/WCR50 intersection will operate acceptably with both the existing geometry and the required geometry. The WCR13 (south leg)/WCR50 intersection will operate acceptably only with the required geometry. Using the traffic volumes shown in Figure 8, the WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections operate in the short range (2028) total traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix D. The intersections were analyzed with the existing geometry and the required geometry. The WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections will operate acceptably with both the existing geometry and the required geometry and stop sign control. Using the traffic volumes shown in Figure 9, the WCR13 (south leg)/WCR50 and WCR13 (north leg)/WCR50 intersections operate in the long range (2040) total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix E. The WCR13 (north leg)/WCR50 intersection will operate acceptably with both the existing geometry and the required geometry. The WCR13 (south leg)/WCR50 intersection will operate acceptably only with the required geometry. It is concluded that the Dunn Pit Haul Route 3 will have minimal operational impact on the area streets/roads. At the key intersections, the new auxiliary lanes (Figure 4) are required with the existing traffic volumes. The relative impact of the Dunn Pit traffic is very small, since most of the site traffic from the Dunn Pit will be only right turns at the key intersections. Right turns, particularly at signalized intersections, are generally not significantly delayed. Do not hesitate to contact me if you have questions or desire additional information. -11 LDELICH Dunn Pit Haul Route 3 TIS, October 2023 / ASSOCIATES Page 4 Johnstown Concrete Batch Plant 0 91 M WCR52 R52 WCR54 U WCR50 I I III JOHNSTOWN Route 3 Dunn Pit I I WCR48 1/2 II 60 Da 257 MILLIKEN \` SCALE: 1"=3000' SITE LOCATION Figure 1 -/1 L-DELICH -� g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 5 L() vN- f co U 37/23 256/237 20/11 66/49 171/286 25/29 ca) N8<i Concrete Batch Plant <N 0 CO N C N 62/28 257/169 42/44 WCR54 ` N-LC) 79/71 81/56 80/57 � 35/84 10/10 / 49/143 63/103 — 41/94 M 7F M O CDi) W C R50 34/20 339/319 104/46 13/28 189/411 -- 51/44 - ti U 151/135 124/296 47/58 CO I -N LC)(0(0 CO CO C5) N- It) N 2 Dunn Pit ;C;c1 0/1 0/0 0/0 WCR48 R48 1/2 SH60 AM/PM 4/0 0/0 5/16 �'rna RECENT (2020-22) PEAK HOUR TRAFFIC AT INTERSECTIONS Figure 2 -/1 L-DELICH -71 g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 6 N co U WCR54 ` 198/355 N Concrete Batch Plant W C R50 477/385 ti U 322/489 Co oo M Dunn Pit co 28/7 WCR48 R48 1/2 9/16uo N co 320/400 264/497_ SH60 AM/PM RECENT (2020-22) PEAK HOUR LINK VOLUMES Figure 3 -/1 L-DELICH -71 g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 7 N THIS INTERSECTION IS PLANNED TO HAVE CO ROUNDABOUT CONTROL E IN THE NEAR FUTURE U Av-o. Concrete Batch Plant W C R50 WCR54 ` NO TRAFFIC DATA AVAILABLE SH60 — - Existing Lanes - Required Lanes with Existing traffic fV 2 Dunn Pit WCR48 R48 1/2 Ow - I7 NO TRAFFIC DATA AVAILABLE N. E U 11' EXISTING INTERSECTION GEOMETRY Figure 4 -/1 L-DELICH -� g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 8 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM WCR13 (south leg)/WCR50 (stop sign) NB LT/RT B B WB LT/T A A OVERALL A A WCR13 (north leg)/WCR50 (stop sign) SB LT T EB LT/T A A A A OVERALL A A TABLE 2 Trip Generation Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out N/A Haul Trucks 22 tons/load N/A 70 N/A 4 N/A 4 N/A 4 N/A 4 —1/1DELICH Dunn Pit Haul Route 3 TIS, October 2023 / ASSOCIATES Page 9 N co E U WCR54 ` 218/393 M Concrete M Batch Plant N 89/83 103/71 142/81 67/156 11/11 62/181 141) 78/204 — 74/169 N w Wc, oo co W C R50 901/828 ti U 348/529 N LO N N 2 Dunn �, Pit 31/7 WCR48 R48 1/2 9/17 0 725/813 659/901 SH60 AM/PM SHORT RANGE (2028) BACKGROUND PEAK HOUR TRAFFIC Figure 5 -/1 L-DELICH -� g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 10 N WCR54 ` 290/515 Concrete Batch Plant N 130/120 145/100 180/105/— 90/210 rno .,.' CSi � 15/15 / 90/260 90/280 — 100/225 W C R50 ti U 1040/1110 460/700 co co Dunn Pit P. 40/10 WCR48 R48 1/2 SH60 AM/PM Rounded to Nearest 5 Vehicles 15/25 Lc) w co N - Co 96 5/ LONG RANGE (2040) BACKGROUND PEAK HOUR TRAFFIC Figure 6 -/1 L-DELICH -� g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 11 N WCR54 ` 4/4 (12/12) l'sLi Concrete Batch Plant W C R50 4/4 (12/12) ti U WCR48 1/2 4/4 (12/12) SH60 AM/PM (Dunn Pit PCE's) N 2 Dunn Pit 4/4 (12/12) 4/� 4_ (12/12) SITE GENERATED PEAK HOUR TRAFFIC Figure 7 -/1 L-DELICH -� g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 12 N co E U WCR54 ` 222/397 M Concrete Batch Plant N 93/87 103/71 142/81 67/156 11/11 62/181 78/204 - 74/169 ww N � O W C R50 905/832 ti U 352/533 N 2 Dunn Pit Lt 35/11 WCR48 R48 1/2 L 729/817 663/905 SH60 AM/PM SHORT RANGE (2028) TOTAL PEAK HOUR TRAFFIC Figure 8 -/1 L-DELICH -� g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 13 N co E U WCR54 ` 295/520 109 Concrete Batch Plant IF 0 0 2c oN 145/100 135/125 180/105 90/210 \ � 15/15 / 90/260 90/280 - 100/225 W C R50 ti U 1045/1115 465/705 N 2 N Dunn Pit 45/15 WCR48 R48 1/2 SH60 AM/PM Rounded to Nearest 5 Vehicles 20/30 00 rn r- co co 97 0/ LONG RANGE (2040) TOTAL PEAK HOUR TRAFFIC Figure 9 -/1 L-DELICH -71 g -ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 14 TABLE 3 Short Range (2028) Background Peak Hour Operation Intersection Movement Level of Service AM PM WCR13 (south leg)/WCR50 (stop sign) (existing geometry) NB LT/RT B C WB LT/T A A OVERALL A A WCR13 (north leg)/WCR50 (stop sign) (existing geometry) SB LT/RT B B EB LT/T A A OVERALL A A WCR13 (south leg)/WCR50 (stop sign) (required geometry) NB LT/RT B C WB LT A A OVERALL A A WCR13 (north leg)/WCR50 (stop sign) (required geometry) SB LT/RT B B EB LT A A OVERALL A A TABLE 4 Long Range (2040) Background Peak Hour Operation Intersection Movement Level of Service AM PM WCR13 (south leg)/WCR50 (stop sign) (existing geometry) NB LT/RT C F WB LT/T A A OVERALL A D WCR13 (north leg)/WCR50 (stop sign) (existing geometry) SB LT/RT B C EB LT/T A A OVERALL A A WCR13 (south leg)/WCR50 (stop sign) (required geometry) NB LT C E NB RT A B NB APPROACH B D WB LT A A OVERALL A A WCR13 (north leg)/WCR50 (stop sign) (required geometry) SB LT/RT B C EB LT A A OVERALL A A J/LDELICH / ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 15 TABLE 5 Short Range (2028) Total Peak Hour Operation Intersection Movement Level of Service AM PM WCR13 (south leg)/WCR50 (stop sign) (existing geometry) NB LT/RT B C WB LT/T A A OVERALL A A WCR13 (north leg)/WCR50 (stop sign) (existing geometry) SB LT/RT B B EB LT/T A A OVERALL A A WCR13 (south leg)/WCR50 (stop sign) (required geometry) NB LT/RT B C WB LT A A OVERALL A A WCR13 (north leg)/WCR50 (stop sign) (required geometry) SB LT/RT B B EB LT A A OVERALL A A TABLE 6 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM WCR13 (south leg)/WCR50 (stop sign) (existing geometry) NB LT/RT C F WB LT/T A A OVERALL A D WCR13 (north leg)/WCR50 (stop sign) (existing geometry) SB LT/RT B C EB LT/T A A OVERALL A A WCR13 (south leg)/WCR50 (stop sign) (required geometry) NB LT C E NB RT A B NB APPROACH B D WB LT A A OVERALL A A WCR13 (north leg)/WCR50 (stop sign) (required geometry) SB LT/RT B C EB LT A A OVERALL A A J/LDELICH / ASSOCIATES Dunn Pit Haul Route 3 TIS, October 2023 Page 16 APPENDIX A HCM 6th TWSC Recent AM 5: WCR13 (south) & WCR50 Intersection Int Delay, s/veh 4.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations, 4 IV Traffic Vol, veh/h 49 41 35 81 64 69 Future Vol, veh/h 49 41 35 81 64 69 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 58 48 41 95 75 81 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 106 0 259 82 Stage 1 - 82 Stage 2 - 177 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1485 - 730 978 Stage 1 - 941 Stage 2 - 854 Platoon blocked, % Mov Cap -1 Maneuver - 1485 - 709 978 Mov Cap -2 Maneuver - 709 Stage 1 - 941 Stage 2 - 829 Approach EB WB NB HCM Control Delay, s 0 2.3 10.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 827 - - 1485 - HCM Lane V/C Ratio 0.189 - 0.028 HCM Control Delay (s) 10.4 - 7.5 0 HCM Lane LOS B - A A HCM 95th %tile Q(veh) 0.7 - 0.1 Scenario 1 10/18/2023 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 5: WCR13 (south) & WCR50 Intersection Int Delay, s/veh 4.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations, 4 IV Traffic Vol, veh/h 143 94 84 56 49 62 Future Vol, veh/h 143 94 84 56 49 62 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 168 111 99 66 58 73 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 279 0 488 224 Stage 1 - 224 Stage 2 - 264 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1284 - 539 815 Stage 1 - 813 Stage 2 - 780 Platoon blocked, % Mov Cap -1 Maneuver - 1284 - 496 815 Mov Cap -2 Maneuver - 496 Stage 1 - 813 Stage 2 - 718 Approach EB WB NB HCM Control Delay, s 0 4.8 12.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 635 - - 1284 - HCM Lane V/C Ratio 0.206 - 0.077 HCM Control Delay (s) 12.1 - 8 0 HCM Lane LOS B - A A HCM 95th %tile Q(veh) 0.8 - 0.2 Scenario 1 10/18/2023 Synchro 11 Light Report recent pm.syn HCM 6th TWSC 3: WCR50 & WCR13 (north) Recent AM Intersection Int Delay, s/veh 2.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 10 63 80 79 51 15 Future Vol, veh/h 10 63 80 79 51 15 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 12 74 94 93 60 18 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 187 0 - 0 239 141 Stage 1 - 141 Stage 2 - 98 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1387 - 749 907 Stage 1 - 886 Stage 2 - 926 Platoon blocked, % Mov Cap -1 Maneuver 1387 - 742 907 Mov Cap -2 Maneuver - - 742 Stage 1 - 878 Stage 2 - 926 Approach EB WB SB HCM Control Delay, s 1 0 10.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1387 - 774 HCM Lane V/C Ratio 0.008 - 0.1 HCM Control Delay (s) 7.6 0 - 10.2 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 0.3 Scenario 1 10/18/2023 Synchro 11 Light Report recent am.syn HCM 6th TWSC 3: WCR50 & WCR13 (north) Recent PM Intersection Int Delay, s/veh 4.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 10 103 57 71 130 19 Future Vol, veh/h 10 103 57 71 130 19 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 12 121 67 84 153 22 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 151 0 - 0 254 109 Stage 1 - 109 Stage 2 - 145 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1430 - 735 945 Stage 1 - 916 Stage 2 - 882 Platoon blocked, % Mov Cap -1 Maneuver 1430 - 728 945 Mov Cap -2 Maneuver - - 728 Stage 1 - 908 Stage 2 - 882 Approach EB WB SB HCM Control Delay, s 0.7 0 11.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1430 - 750 HCM Lane V/C Ratio 0.008 - 0.234 HCM Control Delay (s) 7.5 0 - 11.3 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 0.9 Scenario 1 10/18/2023 Synchro 11 Light Report recent pm.syn UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay sec/veh A <10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 APPENDIX B HCM 6th TWSC Short Bkgrd AM 5: WCR13 (south) & WCR50 Existing Geometry Intersection Int Delay, s/veh 7.3 Movement EBT EBR WBL WBT NBL NBR Lane Configurations, 4 IV Traffic Vol, veh/h 62 74 67 103 128 137 Future Vol, veh/h 62 74 67 103 128 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 73 87 79 121 151 161 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 160 0 396 117 Stage 1 - 117 Stage 2 - 279 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1419 - 609 935 Stage 1 - 908 Stage 2 - 768 Platoon blocked, % Mov Cap -1 Maneuver - 1419 - 572 935 Mov Cap -2 Maneuver - 572 Stage 1 - 908 Stage 2 - 722 Approach EB WB NB HCM Control Delay, s 0 3 13.8 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 716 - - 1419 - HCM Lane V/C Ratio 0.435 - 0.056 HCM Control Delay (s) 13.8 - 7.7 0 HCM Lane LOS B - A A HCM 95th %tile Q(veh) 2.2 - 0.2 Scenario 1 10/19/2023 Synchro 11 Light Report sb am existing geo.syn HCM 6th TWSC Short Bkgrd PM 5: WCR13 (south) & WCR50 Existing Geometry Intersection Int Delay, s/veh 7.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations, 4 IV Traffic Vol, veh/h 181 169 156 71 93 109 Future Vol, veh/h 181 169 156 71 93 109 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 213 199 184 84 109 128 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 412 0 765 313 Stage 1 - 313 Stage 2 - 452 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1147 - 371 727 Stage 1 - 741 Stage 2 - 641 Platoon blocked, % Mov Cap -1 Maneuver - 1147 - 309 727 Mov Cap -2 Maneuver - 309 Stage 1 - 741 Stage 2 - 533 Approach EB WB NB HCM Control Delay, s 0 6 21.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 448 - - 1147 - HCM Lane V/C Ratio 0.53 - 0.16 HCM Control Delay (s) 21.8 - 8.7 0 HCM Lane LOS C - A A HCM 95th %tile Q(veh) 3 - 0.6 Scenario 1 10/19/2023 Synchro 11 Light Report sb pm existing geo.syn HCM 6th TWSC 3: WCR50 & WCR13 (north) Short Bkgrd AM Existing Geometry Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 11 78 142 89 58 16 Future Vol, veh/h 11 78 142 89 58 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 92 167 105 68 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 272 0 - 0 338 220 Stage 1 - 220 Stage 2 - 118 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1291 - 658 820 Stage 1 - 817 Stage 2 - 907 Platoon blocked, % Mov Cap -1 Maneuver 1291 - 651 820 Mov Cap -2 Maneuver - - 651 Stage 1 - 808 Stage 2 - 907 Approach EB WB SB HCM Control Delay, s 1 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1291 - 681 HCM Lane V/C Ratio 0.01 - 0.128 HCM Control Delay (s) 7.8 0 - 11.1 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 0.4 Scenario 1 10/19/2023 Synchro 11 Light Report sb am existing geo.syn HCM 6th TWSC Short Bkgrd PM 3: WCR50 & WCR13 (north) Existing Geometry Intersection Int Delay, s/veh 4.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 11 204 81 83 146 21 Future Vol, veh/h 11 204 81 83 146 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 240 95 98 172 25 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 193 0 - 0 410 144 Stage 1 - 144 Stage 2 - 266 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1380 - 598 903 Stage 1 - 883 Stage 2 - 779 Platoon blocked, % Mov Cap -1 Maneuver 1380 - 591 903 Mov Cap -2 Maneuver - - 591 Stage 1 - 873 Stage 2 - 779 Approach EB WB SB HCM Control Delay, s 0.4 0 13.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1380 - 618 HCM Lane V/C Ratio 0.009 - 0.318 HCM Control Delay (s) 7.6 0 - 13.5 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 1.4 Scenario 1 10/19/2023 Synchro 11 Light Report sb pm existing geo.syn HCM 6th TWSC Short Bkgrd AM 5: WCR13 (south) & WCR50 Required Geometry Intersection Int Delay, s/veh 6.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + " + ter Traffic Vol, veh/h 62 74 67 103 128 137 Future Vol, veh/h 62 74 67 103 128 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 73 87 79 121 151 161 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 160 0 352 73 Stage 1 - 73 Stage 2 - 279 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1419 - 646 989 Stage 1 - 950 Stage 2 - 768 Platoon blocked, % Mov Cap -1 Maneuver - 1419 - 610 989 Mov Cap -2 Maneuver - 610 Stage 1 - 950 Stage 2 - 725 Approach EB WB NB HCM Control Delay, s 0 3 13 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 761 - 1419 HCM Lane V/C Ratio 0.41 - 0.056 HCM Control Delay (s) 13 - 7.7 HCM Lane LOS B - A HCM 95th %tile Q(veh) 2 - 0.2 Scenario 1 10/19/2023 Synchro 11 Light Report sb am geo.syn HCM 6th TWSC Short Bkgrd PM 5: WCR13 (south) & WCR50 Required Geometry Intersection Int Delay, s/veh 6.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + " + ter Traffic Vol, veh/h 181 169 156 71 93 109 Future Vol, veh/h 181 169 156 71 93 109 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 213 199 184 84 109 128 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 412 0 665 213 Stage 1 - 213 Stage 2 - 452 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1147 - 425 827 Stage 1 - 823 Stage 2 - 641 Platoon blocked, % Mov Cap -1 Maneuver - 1147 - 357 827 Mov Cap -2 Maneuver - 357 Stage 1 - 823 Stage 2 - 538 Approach EB WB NB HCM Control Delay, s 0 6 17.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 515 - - 1147 - HCM Lane V/C Ratio 0.461 - 0.16 HCM Control Delay (s) 17.8 - 8.7 HCM Lane LOS C - A HCM 95th %tile Q(veh) 2.4 - 0.6 Scenario 1 10/19/2023 Synchro 11 Light Report sb pm geo.syn HCM 6th TWSC Short Bkgrd AM 3: WCR50 & WCR13 (north) Required Geometry Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations " + + r ter Traffic Vol, veh/h 11 78 142 89 58 16 Future Vol, veh/h 11 78 142 89 58 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 250 - 250 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 92 167 105 68 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 272 0 - 0 285 167 Stage 1 - 167 Stage 2 - 118 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1291 - 705 877 Stage 1 - 863 Stage 2 - 907 Platoon blocked, % Mov Cap -1 Maneuver 1291 - 698 877 Mov Cap -2 Maneuver - - 698 Stage 1 - 854 Stage 2 - 907 Approach EB WB SB HCM Control Delay, s 1 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1291 - 730 HCM Lane V/C Ratio 0.01 - 0.119 HCM Control Delay (s) 7.8 - 10.6 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0 - 0.4 Scenario 1 10/19/2023 Synchro 11 Light Report sb am geo.syn HCM 6th TWSC Short Bkgrd PM 3: WCR50 & WCR13 (north) Required Geometry Intersection Int Delay, s/veh 4.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations " + + r ter Traffic Vol, veh/h 11 204 81 83 146 21 Future Vol, veh/h 11 204 81 83 146 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 250 - 250 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 240 95 98 172 25 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 193 0 - 0 361 95 Stage 1 - 95 Stage 2 - 266 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1380 - 638 962 Stage 1 - 929 Stage 2 - 779 Platoon blocked, % Mov Cap -1 Maneuver 1380 - 632 962 Mov Cap -2 Maneuver - - 632 Stage 1 - 921 Stage 2 - 779 Approach EB WB SB HCM Control Delay, s 0.4 0 12.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1380 - 660 HCM Lane V/C Ratio 0.009 - 0.298 HCM Control Delay (s) 7.6 - 12.8 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0 - 1.2 Scenario 1 10/19/2023 Synchro 11 Light Report sb pm geo.syn APPENDIX C HCM 6th TWSC Long Bkgrd AM 5: WCR13 (south) & WCR50 Existing Geometry Intersection Int Delay, s/veh Movement 10.8 EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 90 100 90 145 165 180 Future Vol, veh/h 90 100 90 145 165 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 106 118 106 171 194 212 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 224 0 548 165 Stage 1 - 165 Stage 2 - 383 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1345 - 497 879 Stage 1 - 864 Stage 2 - 689 Platoon blocked, % Mov Cap -1 Maneuver - 1345 - 454 879 Mov Cap -2 Maneuver - 454 Stage 1 - 864 Stage 2 - 629 Approach EB WB NB HCM Control Delay, s 0 3 22.1 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 607 - - 1345 - HCM Lane V/C Ratio 0.669 - 0.079 HCM Control Delay (s) 22.1 - 7.9 0 HCM Lane LOS C - A A HCM 95th %tile Q(veh) 5 - 0.3 Scenario 1 10/19/2023 Synchro 11 Light Report lb am existing geo.syn HCM 6th TWSC Long Bkgrd PM 5: WCR13 (south) & WCR50 Existing Geometry Intersection Int Delay, s/veh Movement 31.3 EBT EBR WBL WBT NBL NBR Lane Configurations, 4 IV Traffic Vol, veh/h 260 225 210 100 125 150 Future Vol, veh/h 260 225 210 100 125 150 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 306 265 247 118 147 176 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 571 0 1051 439 Stage 1 - 439 Stage 2 - 612 - Critical Hdwy - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1002 - 251 618 Stage 1 - 650 Stage 2 - 541 Platoon blocked, % Mov Cap -1 Maneuver - 1002 - 185 618 Mov Cap -2 Maneuver - 185 Stage 1 - 650 Stage 2 - 398 Approach EB WB NB HCM Control Delay, s 0 6.6 114.3 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 299 - - 1002 HCM Lane V/C Ratio 1.082 - 0.247 HCM Control Delay (s) 114.3 - 9.8 0 HCM Lane LOS F A A HCM 95th %tile Q(veh) 12.7 1 Scenario 1 10/19/2023 Synchro 11 Light Report lb pm existing geo.syn HCM 6th TWSC Long Bkgrd AM 3: WCR50 & WCR13 (north) Existing Geometry Intersection Int Delay, s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 15 90 180 130 100 20 Future Vol, veh/h 15 90 180 130 100 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 106 212 153 118 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 365 0 - 0 431 289 Stage 1 - 289 Stage 2 - 142 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1194 - 581 750 Stage 1 - 760 Stage 2 - 885 Platoon blocked, % Mov Cap -1 Maneuver 1194 - 572 750 Mov Cap -2 Maneuver - - 572 Stage 1 - 748 Stage 2 - 885 Approach EB WB SB HCM Control Delay, s 1.2 0 12.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1194 - 596 HCM Lane V/C Ratio 0.015 - 0.237 HCM Control Delay (s) 8.1 0 - 12.9 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 0.9 Scenario 1 10/19/2023 Synchro 11 Light Report lb am existing geo.syn HCM 6th TWSC Long Bkgrd PM 3: WCR50 & WCR13 (north) Existing Geometry Intersection Int Delay, s/veh 6.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 15 280 105 120 205 30 Future Vol, veh/h 15 280 105 120 205 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 329 124 141 241 35 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 265 0 - 0 560 195 Stage 1 - 195 Stage 2 - 365 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1299 - 489 846 Stage 1 - 838 Stage 2 - 702 Platoon blocked, % Mov Cap -1 Maneuver 1299 - 481 846 Mov Cap -2 Maneuver - - 481 Stage 1 - 824 Stage 2 - 702 Approach EB WB SB HCM Control Delay, s 0.4 0 20.2 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1299 - 509 HCM Lane V/C Ratio 0.014 - 0.543 HCM Control Delay (s) 7.8 0 - 20.2 HCM Lane LOS A A - C HCM 95th %tile Q(veh) 0 - 3.2 Scenario 1 10/19/2023 Synchro 11 Light Report lb pm existing geo.syn HCM 6th TWSC Long Bkgrd AM 5: WCR13 (south) & WCR50 Required Geometry with LT and RT on WCR13 Intersection Int Delay, s/veh 6.8 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + " + r Traffic Vol, veh/h 90 100 90 145 165 180 Future Vol, veh/h 90 100 90 145 165 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 - 250 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 106 118 106 171 194 212 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 224 0 489 106 Stage 1 - 106 Stage 2 - 383 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1345 - 538 948 Stage 1 - 918 Stage 2 - 689 Platoon blocked, % Mov Cap -1 Maneuver - 1345 - 495 948 Mov Cap -2 Maneuver - 495 Stage 1 - 918 Stage 2 - 635 Approach EB WB NB HCM Control Delay, s 0 3 13.2 HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 495 948 - - 1345 - HCM Lane V/C Ratio 0.392 0.223 - 0.079 HCM Control Delay (s) 16.9 9.9 - 7.9 HCM Lane LOS C A - A HCM 95th %tile Q(veh) 1.8 0.9 - 0.3 Scenario 1 10/19/2023 Synchro 11 Light Report lb am geo nb It rt.syn HCM 6th TWSC Long Bkgrd PM 5: WCR13 (south) & WCR50 Required Geometry with LT and RT on WCR13 Intersection Int Delay, s/veh 8.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + " + r Traffic Vol, veh/h 260 225 210 100 125 150 Future Vol, veh/h 260 225 210 100 125 150 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 - 250 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 306 265 247 118 147 176 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 571 0 918 306 Stage 1 - 306 Stage 2 - 612 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1002 - 302 734 Stage 1 - 747 Stage 2 - 541 Platoon blocked, % Mov Cap -1 Maneuver - 1002 - 227 734 Mov Cap -2 Maneuver - 227 Stage 1 - 747 Stage 2 - 407 Approach EB WB NB HCM Control Delay, s 0 6.6 27.2 HCM LOS D Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 227 734 - - 1002 - HCM Lane V/C Ratio 0.648 0.24 - 0.247 HCM Control Delay (s) 46 11.5 - 9.8 HCM Lane LOS E B - A HCM 95th %tile Q(veh) 4 0.9 1 Scenario 1 10/19/2023 Synchro 11 Light Report lb pm geo nb It rt.syn HCM 6th TWSC Long Bkgrd AM 3: WCR50 & WCR13 (north) Required Geometry Intersection Int Delay, s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations " + + r ter Traffic Vol, veh/h 15 90 180 130 100 20 Future Vol, veh/h 15 90 180 130 100 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 250 - 250 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 106 212 153 118 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 365 0 - 0 354 212 Stage 1 - 212 Stage 2 - 142 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1194 - 644 828 Stage 1 - 823 Stage 2 - 885 Platoon blocked, % Mov Cap -1 Maneuver 1194 - 634 828 Mov Cap -2 Maneuver - - 634 Stage 1 - 811 Stage 2 - 885 Approach EB WB SB HCM Control Delay, s 1.2 0 11.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1194 - 660 HCM Lane V/C Ratio 0.015 - 0.214 HCM Control Delay (s) 8.1 - 11.9 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0 - 0.8 Scenario 1 10/19/2023 Synchro 11 Light Report lb am geo.syn HCM 6th TWSC Long Bkgrd PM 3: WCR50 & WCR13 (north) Required Geometry Intersection Int Delay, s/veh 5.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations " + + r ter Traffic Vol, veh/h 15 280 105 120 205 30 Future Vol, veh/h 15 280 105 120 205 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 250 - 250 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 329 124 141 241 35 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 265 0 - 0 489 124 Stage 1 - 124 Stage 2 - 365 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1299 - 538 927 Stage 1 - 902 Stage 2 - 702 Platoon blocked, % Mov Cap -1 Maneuver 1299 - 530 927 Mov Cap -2 Maneuver - - 530 Stage 1 - 889 Stage 2 - 702 Approach EB WB SB HCM Control Delay, s 0.4 0 17.5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1299 - 561 HCM Lane V/C Ratio 0.014 - 0.493 HCM Control Delay (s) 7.8 - 17.5 HCM Lane LOS A - C HCM 95th %tile Q(veh) 0 - 2.7 Scenario 1 10/19/2023 Synchro 11 Light Report lb pm geo.syn APPENDIX D HCM 6th TWSC Short Total AM 5: WCR13 (south) & WCR50 Existing Geometry Intersection Int Delay, s/veh 7.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations, 4 IV Traffic Vol, veh/h 62 74 67 103 132 137 Future Vol, veh/h 62 74 67 103 132 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 73 87 79 121 155 161 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 160 0 396 117 Stage 1 - 117 Stage 2 - 279 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1419 - 609 935 Stage 1 - 908 Stage 2 - 768 Platoon blocked, % Mov Cap -1 Maneuver - 1419 - 572 935 Mov Cap -2 Maneuver - 572 Stage 1 - 908 Stage 2 - 722 Approach EB WB NB HCM Control Delay, s 0 3 14 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 713 - - 1419 - HCM Lane V/C Ratio 0.444 - 0.056 HCM Control Delay (s) 14 - 7.7 0 HCM Lane LOS B - A A HCM 95th %tile Q(veh) 2.3 - 0.2 Scenario 1 10/18/2023 Synchro 11 Light Report st am existing geo.syn HCM 6th TWSC Short Total PM 5: WCR13 (south) & WCR50 Existing Geometry Intersection Int Delay, s/veh 7.6 Movement EBT EBR WBL WBT NBL NBR Lane Configurations, 4 IV Traffic Vol, veh/h 181 169 156 71 97 109 Future Vol, veh/h 181 169 156 71 97 109 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 213 199 184 84 114 128 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 412 0 765 313 Stage 1 - 313 Stage 2 - 452 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1147 - 371 727 Stage 1 - 741 Stage 2 - 641 Platoon blocked, % Mov Cap -1 Maneuver - 1147 - 309 727 Mov Cap -2 Maneuver - 309 Stage 1 - 741 Stage 2 - 533 Approach EB WB NB HCM Control Delay, s 0 6 22.4 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 444 - - 1147 - HCM Lane V/C Ratio 0.546 - 0.16 HCM Control Delay (s) 22.4 - 8.7 0 HCM Lane LOS C - A A HCM 95th %tile Q(veh) 3.2 - 0.6 Scenario 1 10/18/2023 Synchro 11 Light Report st pm existing geo.syn HCM 6th TWSC 3: WCR50 & WCR13 (north) Short Total AM Existing Geometry Intersection Int Delay, s/veh 2.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 11 78 142 93 58 16 Future Vol, veh/h 11 78 142 93 58 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 92 167 109 68 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 276 0 - 0 340 222 Stage 1 - 222 Stage 2 - 118 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1287 - 656 818 Stage 1 - 815 Stage 2 - 907 Platoon blocked, % Mov Cap -1 Maneuver 1287 - 649 818 Mov Cap -2 Maneuver - - 649 Stage 1 - 806 Stage 2 - 907 Approach EB WB SB HCM Control Delay, s 1 0 11.1 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1287 - 679 HCM Lane V/C Ratio 0.01 - 0.128 HCM Control Delay (s) 7.8 0 - 11.1 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 0.4 Scenario 1 10/18/2023 Synchro 11 Light Report st am existing geo.syn HCM 6th TWSC Short Total PM 3: WCR50 & WCR13 (north) Existing Geometry Intersection Int Delay, s/veh 4.3 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 Traffic Vol, veh/h 11 204 81 87 146 21 Future Vol, veh/h 11 204 81 87 146 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 240 95 102 172 25 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 197 0 - 0 412 146 Stage 1 - 146 Stage 2 - 266 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1376 - 596 901 Stage 1 - 881 Stage 2 - 779 Platoon blocked, % Mov Cap -1 Maneuver 1376 - 589 901 Mov Cap -2 Maneuver - - 589 Stage 1 - 871 Stage 2 - 779 Approach EB WB SB HCM Control Delay, s 0.4 0 13.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1376 - 616 HCM Lane V/C Ratio 0.009 - 0.319 HCM Control Delay (s) 7.6 0 - 13.6 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 1.4 Scenario 1 10/18/2023 Synchro 11 Light Report st pm existing geo.syn HCM 6th TWSC Short Total AM 5: WCR13 (south) & WCR50 Required Geometry Intersection Int Delay, s/veh 7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + " + ter Traffic Vol, veh/h 62 74 67 103 132 137 Future Vol, veh/h 62 74 67 103 132 137 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 73 87 79 121 155 161 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 160 0 352 73 Stage 1 - 73 Stage 2 - 279 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1419 - 646 989 Stage 1 - 950 Stage 2 - 768 Platoon blocked, % Mov Cap -1 Maneuver - 1419 - 610 989 Mov Cap -2 Maneuver - 610 Stage 1 - 950 Stage 2 - 725 Approach EB WB NB HCM Control Delay, s 0 3 13.1 HCM LOS B Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 758 - - 1419 - HCM Lane V/C Ratio 0.418 - 0.056 HCM Control Delay (s) 13.1 - 7.7 HCM Lane LOS B - A HCM 95th %tile Q(veh) 2.1 - 0.2 Scenario 1 10/18/2023 Synchro 11 Light Report st am geo.syn HCM 6th TWSC Short Total PM 5: WCR13 (south) & WCR50 Required Geometry Intersection Int Delay, s/veh 6.5 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + " + ter Traffic Vol, veh/h 181 169 156 71 97 109 Future Vol, veh/h 181 169 156 71 97 109 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 213 199 184 84 114 128 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 412 0 665 213 Stage 1 - 213 Stage 2 - 452 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1147 - 425 827 Stage 1 - 823 Stage 2 - 641 Platoon blocked, % Mov Cap -1 Maneuver - 1147 - 357 827 Mov Cap -2 Maneuver - 357 Stage 1 - 823 Stage 2 - 538 Approach EB WB NB HCM Control Delay, s 0 6 18.2 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 511 - 1147 HCM Lane V/C Ratio 0.474 - 0.16 HCM Control Delay (s) 18.2 - 8.7 HCM Lane LOS C - A HCM 95th %tile Q(veh) 2.5 - 0.6 Scenario 1 10/18/2023 Synchro 11 Light Report st pm geo.syn HCM 6th TWSC Short Total AM 3: WCR50 & WCR13 (north) Required Geometry Intersection Int Delay, s/veh 2.2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations " + + r ter Traffic Vol, veh/h 11 78 142 93 58 16 Future Vol, veh/h 11 78 142 93 58 16 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 250 - 250 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 92 167 109 68 19 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 276 0 - 0 285 167 Stage 1 - 167 Stage 2 - 118 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1287 - 705 877 Stage 1 - 863 Stage 2 - 907 Platoon blocked, % Mov Cap -1 Maneuver 1287 - 698 877 Mov Cap -2 Maneuver - - 698 Stage 1 - 854 Stage 2 - 907 Approach EB WB SB HCM Control Delay, s 1 0 10.6 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1287 - 730 HCM Lane V/C Ratio 0.01 - 0.119 HCM Control Delay (s) 7.8 - 10.6 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0 - 0.4 Scenario 1 10/18/2023 Synchro 11 Light Report st am geo.syn HCM 6th TWSC Short Total PM 3: WCR50 & WCR13 (north) Required Geometry Intersection Int Delay, s/veh 4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations " + + r ter Traffic Vol, veh/h 11 204 81 87 146 21 Future Vol, veh/h 11 204 81 87 146 21 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 250 - 250 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 13 240 95 102 172 25 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 197 0 - 0 361 95 Stage 1 - 95 Stage 2 - 266 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1376 - 638 962 Stage 1 - 929 Stage 2 - 779 Platoon blocked, % Mov Cap -1 Maneuver 1376 - 632 962 Mov Cap -2 Maneuver - - 632 Stage 1 - 921 Stage 2 - 779 Approach EB WB SB HCM Control Delay, s 0.4 0 12.8 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1376 - 660 HCM Lane V/C Ratio 0.009 - 0.298 HCM Control Delay (s) 7.6 - 12.8 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0 - 1.2 Scenario 1 10/18/2023 Synchro 11 Light Report st pm geo.syn APPENDIX E HCM 6th TWSC 5: WCR13 (south) & WCR50 Long Total AM Existing Geometry Intersection Int Delay, s/veh Movement 11.2 EBT EBR WBL WBT NBL NBR Lane Configurations, 4 IV Traffic Vol, veh/h 90 100 90 145 170 180 Future Vol, veh/h 90 100 90 145 170 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 106 118 106 171 200 212 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 224 0 548 165 Stage 1 - 165 Stage 2 - 383 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1345 - 497 879 Stage 1 - 864 Stage 2 - 689 Platoon blocked, % Mov Cap -1 Maneuver - 1345 - 454 879 Mov Cap -2 Maneuver - 454 Stage 1 - 864 Stage 2 - 629 Approach EB WB NB HCM Control Delay, s 0 3 22.8 HCM LOS C Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 604 - - 1345 - HCM Lane V/C Ratio 0.682 - 0.079 HCM Control Delay (s) 22.8 - 7.9 0 HCM Lane LOS C - A A HCM 95th %tile Q(veh) 5.3 - 0.3 Scenario 1 10/18/2023 Synchro 11 Light Report It am existing geo.syn HCM 6th TWSC 5: WCR13 (south) & WCR50 Long Total PM Existing Geometry Intersection Int Delay, s/veh Movement 34.4 EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 260 225 210 100 130 150 Future Vol, veh/h 260 225 210 100 130 150 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 306 265 247 118 153 176 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 571 0 1051 439 Stage 1 - 439 Stage 2 - 612 - Critical Hdwy - 4.12 - 6.42 6.22 Critical Hdwy Stg 1 - 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1002 - 251 618 Stage 1 - 650 Stage 2 - 541 Platoon blocked, % Mov Cap -1 Maneuver - 1002 - 185 618 Mov Cap -2 Maneuver - 185 Stage 1 - 650 Stage 2 - 398 Approach EB WB NB HCM Control Delay, s 0 6.6 124.6 HCM LOS F Minor Lane/Major Mvmt NBLn1 EBT EBR WBL WBT Capacity (veh/h) 296 - - 1002 HCM Lane V/C Ratio 1.113 - 0.247 HCM Control Delay (s) 124.6 - 9.8 0 HCM Lane LOS F A A HCM 95th %tile Q(veh) 13.4 1 Scenario 1 10/18/2023 Synchro 11 Light Report It pm existing geo.syn HCM 6th TWSC 3: WCR50 & WCR13 (north) Long Total AM Existing Geometry Intersection Int Delay, s/veh 3.1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T4 "Yr Traffic Vol, veh/h 15 90 180 135 100 20 Future Vol, veh/h 15 90 180 135 100 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 106 212 159 118 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 371 0 - 0 434 292 Stage 1 - 292 Stage 2 - 142 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1188 - 579 747 Stage 1 - 758 Stage 2 - 885 Platoon blocked, % Mov Cap -1 Maneuver 1188 - 570 747 Mov Cap -2 Maneuver - - 570 Stage 1 - 746 Stage 2 - 885 Approach EB WB SB HCM Control Delay, s 1.2 0 13 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1188 - 593 HCM Lane V/C Ratio 0.015 - 0.238 HCM Control Delay (s) 8.1 0 - 13 HCM Lane LOS A A - B HCM 95th %tile Q(veh) 0 - 0.9 Scenario 1 10/18/2023 Synchro 11 Light Report It am existing geo.syn HCM 6th TWSC 3: WCR50 & WCR13 (north) Long Total PM Existing Geometry Intersection Int Delay, s/veh 6.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 T4 "Yr Traffic Vol, veh/h 15 280 105 125 205 30 Future Vol, veh/h 15 280 105 125 205 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None None Storage Length 0 - Veh in Median Storage, # 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 329 124 147 241 35 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 271 0 - 0 563 198 Stage 1 - 198 Stage 2 - 365 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1292 - 487 843 Stage 1 - 835 Stage 2 - 702 Platoon blocked, % Mov Cap -1 Maneuver 1292 - 479 843 Mov Cap -2 Maneuver - - 479 Stage 1 - 821 Stage 2 - 702 Approach EB WB SB HCM Control Delay, s 0.4 0 20.3 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1292 - 507 HCM Lane V/C Ratio 0.014 - 0.545 HCM Control Delay (s) 7.8 0 - 20.3 HCM Lane LOS A A - C HCM 95th %tile Q(veh) 0 - 3.2 Scenario 1 10/18/2023 Synchro 11 Light Report It pm existing geo.syn HCM 6th TWSC Long Total AM 5: WCR13 (south) & WCR50 Required Geometry with LT and RT on WCR13 Intersection Int Delay, s/veh 7 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + " + r Traffic Vol, veh/h 90 100 90 145 170 180 Future Vol, veh/h 90 100 90 145 170 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 - 250 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 106 118 106 171 200 212 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 224 0 489 106 Stage 1 - 106 Stage 2 - 383 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1345 - 538 948 Stage 1 - 918 Stage 2 - 689 Platoon blocked, % Mov Cap -1 Maneuver - 1345 - 495 948 Mov Cap -2 Maneuver - 495 Stage 1 - 918 Stage 2 - 635 Approach EB WB NB HCM Control Delay, s 0 3 13.4 HCM LOS B Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 495 948 - - 1345 - HCM Lane V/C Ratio 0.404 0.223 - 0.079 HCM Control Delay (s) 17.1 9.9 - 7.9 HCM Lane LOS C A - A HCM 95th %tile Q(veh) 1.9 0.9 - 0.3 Scenario 1 10/18/2023 Synchro 11 Light Report It am geo nb It rt.syn HCM 6th TWSC Long Total PM 5: WCR13 (south) & WCR50 Required Geometry with LT and RT on WCR13 Intersection Int Delay, s/veh 9.4 Movement EBT EBR WBL WBT NBL NBR Lane Configurations + " + r Traffic Vol, veh/h 260 225 210 100 130 150 Future Vol, veh/h 260 225 210 100 130 150 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized - None - None - None Storage Length - 250 250 - 250 0 Veh in Median Storage, # 0 0 0 Grade, % 0 0 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 306 265 247 118 153 176 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 571 0 918 306 Stage 1 - 306 Stage 2 - 612 - Critical Hdwy - 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 5.42 - Follow-up Hdwy - 2.218 - 3.518 3.318 Pot Cap -1 Maneuver - 1002 - 302 734 Stage 1 - 747 Stage 2 - 541 Platoon blocked, % Mov Cap -1 Maneuver - 1002 - 227 734 Mov Cap -2 Maneuver - 227 Stage 1 - 747 Stage 2 - 407 Approach EB WB NB HCM Control Delay, s 0 6.6 28.6 HCM LOS D Minor Lane/Major Mvmt NBLn1 NBLn2 EBT EBR WBL WBT Capacity (veh/h) 227 734 - - 1002 - HCM Lane V/C Ratio 0.674 0.24 - 0.247 HCM Control Delay (s) 48.4 11.5 - 9.8 HCM Lane LOS E B - A HCM 95th %tile Q(veh) 4.2 0.9 1 Scenario 1 10/18/2023 Synchro 11 Light Report It pm geo nb It rt.syn HCM 6th TWSC 3: WCR50 & WCR13 (north) Long Total AM Required Geometry Intersection Int Delay, s/veh 2.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations " + + r ter Traffic Vol, veh/h 15 90 180 135 100 20 Future Vol, veh/h 15 90 180 135 100 20 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 250 - 250 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 106 212 159 118 24 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 371 0 - 0 354 212 Stage 1 - 212 Stage 2 - 142 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1188 - 644 828 Stage 1 - 823 Stage 2 - 885 Platoon blocked, % Mov Cap -1 Maneuver 1188 - 634 828 Mov Cap -2 Maneuver - - 634 Stage 1 - 811 Stage 2 - 885 Approach EB WB SB HCM Control Delay, s 1.2 0 11.9 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1188 - 660 HCM Lane V/C Ratio 0.015 - 0.214 HCM Control Delay (s) 8.1 - 11.9 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0 - 0.8 Scenario 1 10/18/2023 Synchro 11 Light Report It am geo.syn HCM 6th TWSC 3: WCR50 & WCR13 (north) Long Total PM Required Geometry Intersection Int Delay, s/veh 5.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations " + + r ter Traffic Vol, veh/h 15 280 105 125 205 30 Future Vol, veh/h 15 280 105 125 205 30 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Free Free Free Free Stop Stop RT Channelized None - None - None Storage Length 250 - 250 0 Veh in Median Storage, # - 0 0 0 Grade, % - 0 0 - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 2 2 2 2 2 2 Mvmt Flow 18 329 124 147 241 35 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 271 0 - 0 489 124 Stage 1 - 124 Stage 2 - 365 - Critical Hdwy 4.12 6.42 6.22 Critical Hdwy Stg 1 5.42 - Critical Hdwy Stg 2 - 5.42 - Follow-up Hdwy 2.218 - 3.518 3.318 Pot Cap -1 Maneuver 1292 - 538 927 Stage 1 - 902 Stage 2 - 702 Platoon blocked, % Mov Cap -1 Maneuver 1292 - 530 927 Mov Cap -2 Maneuver - - 530 Stage 1 - 889 Stage 2 - 702 Approach EB WB SB HCM Control Delay, s 0.4 0 17.5 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1292 - 561 HCM Lane V/C Ratio 0.014 - 0.493 HCM Control Delay (s) 7.8 - 17.5 HCM Lane LOS A - C HCM 95th %tile Q(veh) 0 - 2.7 Scenario 1 10/18/2023 Synchro 11 Light Report It pm geo.syn June 7, 2023 July 25, 2023 August 14, 2023 August 22, 2023 September 6, 2023 November 27, 2023 January 10, 2024 February 7, 2024 MEMORANDUM TO: Board of County Commissioners DATE: February 28, 2024 FROM: Kim Ogle, Planning Services Melissa King, Development Review SUBJECT: USR22-0018 Loveland Ready -Mixed Concrete Case Timeline Board of County Commissioners Hearing Case continued to September 6, 2023 Weld County meeting with Municipalities Attendees: P. McClenahan, C. Powell (Milliken); M. LeCref, K. Meyers (Johnstown); County staff Weld County meeting with LRM and their consultants Attendees: S. Fancher-English, B. Fancher (LRM); W. Niccoli, T. Tigges (Telesto — Consultant); County staff Weld County meeting with Municipalities Attendees: P. McClenahan, C. Powell, E. Austin (Milliken); M. LeCref, K. Meyers (Johnstown); County staff Board of County Commissioners 2nd Hearing Case continued to January 10, 2023 Weld County meeting with Public Works and Planning Services staff Board of County Commissioners 3rd Hearing Case continued to February 28, 2024 Weld County meeting with LRM. their consultant and the municipalities Attendees: S. Fancher-English, B. Fancher (LRM); T. Tigges (Telesto — Consultant); M. Delich, M. Delich (Delich & Associates); P. McClenahan; C. Powell, C. Rinebarger (Milliken); M. LeCref, J. Elkins (Johnstown); County staff February 28, 2024 Board of County Commissioners 4th Hearing LRM Haul Routes Haul Route #1 Haul Route #2 Haul Route #3 Mining & Delivery Sites JGravdl'Minl. o Site WORK ITEM Equipment Unita No. Unit Price Total % of Contribution Total wl % Jurisdiction Route 1 ENGINEERING, DESIGN, SURVEY MOBILIZATION TRAFFIC CONTROL RELOCATE UTILITIES TREE REMOVAL ea a a a a 1 1 1 1 1 S $ S $ /0,00000 /0.000 00 37.000 00 70,000 00 500 00 $ S S S S /0,000 70,000 37,000 20,000 500 100% 100% 100% 100% 100% 5 $ S S /0,000 Weld County / Johns tow n/G W RR /0,000 37000 70,000 500 Sub -Total $ 197,600 S 197,500 1 1 Pave W CR48 1/2 (Local Road Classdabon) from 50 R east of the site access to CR17, add right hand turn lane & upgrade bndge rails 8" HMA 2" HMA 6" ABC (CLASS 6) GRAVEL SHOULDERING BRIDGE RAIL REMOVE OLD ASPHALT Sub -Total tons tont tons tons feel SY 9368 $ 3123 $ 9992 5 7178 $ 175 S 3947 $ 110.00 125.00 35.00 45.00 250.00 7.50 1.030.466 390.328 349.734 100,278 31.250 29,600 1,931,866 1000% 1000% 1000% 100.0% 1000% 1000% S $ S $ 5 $ 1.030,466 390,328 349,734 100,278 31,250 29,600 1,931 MN Weld County / Town of Johnstown 1 2 Upgrade RR Crossing (Class Ill Short Line) CONCRETE oANELS Z. ARMS SIGNALIZED CROSSING SYSTEM ea ea 1 S 3 350.000.00 $ 90,000.00 $ 350,000 2 /0.000 100.0% 100.0% 5 S 350.000 2 70.000 Sub -Total 5 620,000 $ 620,000 GWRR / Town of Johnstown 1 3 Southbound left turn lane on WCR 17 (Rural Animal Road Claasrucetuml and northbound accelerabon lane at WCR 48 1/2 Intenxbon 8 HMA r HMA 8• ABC (CLASS 6) GRAVEL SHOULDERING Sub -Total torn tons tons tons 483 5 161 $ 515 5 406 $ 11000 12500 3500 4500 S S $ S S3,130 20,125 18,032 18.252 109,539 1001% 100.0% 1000% 100.0% S S S $ $ 53.130 70,175 18,032 18,257 109,539 Ward County / Town of Johnstown 1 4 WCRSOWCR17 Wersectlon for Conflict Warning System HMA r HMA 6• ABC (CLASS 8) GRAVEL SHOULDERING SIGNAGEISIGNAL SYSTEM tont tont tons Ions r. 0 S 0 0 0 S 15 110.00 $ 125.00 S 35.00 $ 45.00 $ 120,000.00 $ 120,000 120,000 Sub -Total S 1000% 1000% 1000% 1000% 1000% S $ 5 $ S $ 120,000 120,000 Weld County ROUTE 1 • GRAND TOTAL $ 2,976,695 $ 2,976,695 Asphalt ARC Class 6 ABC Class 6 1 0150 tons/CY 110 los/CF 1 65 tons/compacted CY Improvement Road/Lane Length to Pave (FT) New Road Width (FT) New Road Surface Ares (SY) E*nting Road/lane Length to Remove (FT) Existing Road Width (FT) Total Shoulder Width (FT) 1.1 Pave W CR48 1/2 (local Road Classification) from 50 ft east of the site access to CR17, add right hand turn lane 6: upgrade bridge rails 9215 26 26823 1480 24 4 1.3 Southbound left turn lane on WCR 17 (Rural Arterial Road Classification) and northbound accekration lane at WCR 481/2 Intersection sb deceleration nb acceleration trareition redirect tapering Intersection 1690 N/A 1431 0 N/A 4 435 8 387 0 N/A 4 435 8 387 0 N/A 4 3W 8 160 0 N/A 4 3W 16 320 0 N/A 4 100 16 178 0 N/A 4 1.4 WCRSO/WCR17 Intersection for Conflict Warning System 0 0 0 0 N/A 0 (unit price from Weld County, RS Means, or experience ) 1530 h of lanes, Future 2.2 Rural Lao; IURlmael I ea 2 "Cr MIMS= al= .IS," AS libmi •rats • •a, N L... ,••,.,.a s••e•• I 1 1•tr Al 1 )u>`♦ Ni r I II IN 1Is� I • ta•A.+1Mrsrr, IS ofIW 14r paaa_ryw•ew tam teat 1a %wain w ar =4•44•4444 Pas 4taaaa t ___$—+r.+•aw •.�L.!b r•awxrra ��. -eta I daelboes4•414.48441 -S eM•r 4 Aaarr lWO weS - .w On es r. arwur.ay.•_ A esswe a r• re1M.1a••••dwa r+rfs• rarts..r.4 Coasts en. my a Yoe, s .A•tr wY••. CO PLIRLIC WORKS ID P RTMP.NT t a/ TIM•• tam. a.r RURAL LOCAL ,� Rolm an 2 Hgtrre 2-4 Rural Arterial I It Y.rc.. .4 t \ S e "Alt .r ..4r rF•tA � t.R.«• �. sl • IOM • avir tcs... _.. \ INTnRIM TYPICAL — MISS SECTIMC _ NW %' • Y of le nr I r• I 41 •Lr ittL M•IWA • MIAr ABC ins it ULTIMATE • 4SIC ILTauq 11impaa gaps \ TYPICAL CROSS SGLM N haws I • The isla•AicdOa• .ty` Iona nem Cli1 Thy r rime ea 1 AS" '-S s NOT TOSGLIJ± w trwri__ a Mme` I Sitarmi AWlpr rle•a.•e/r t•«rarlr Far6i...a.. p gg PUBLIC WORKS DAyy IARTMENT RURAL ARTERIAL .Tani. 11C40141Y Tani. reY•ti•r. ..ay •Yrs 1 r.••..a.•r�- . _ 3._r/ =bar r •Y..Ir sit a.•*, a 441waa air Main !n 4 From: Matt LeCerf <MLeCerf@JohnstownCO.gov> Sent: Tuesday, February 20, 2024 11:45 AM To: Kim Ogle <kogle@weld.gov>; Elizabeth Relford <erelford@weld.gov> Cc: Jason Elkins <jelkins@johnstownco.gov> Subject: LRM Haul Route and February 28, 2024 USR Hearing Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Elizabeth and Kim, I hope and trust all is well today. Thank you for the meeting on February 2, to discuss the Loveland Ready -Mix (LRM) project and the truck haul routing for their project. Johnstown Staff had the opportunity to meet with Council regarding the item during a recent work session. Attached is the map that was provided to Council to facilitate the discussion and is also used to identify route preferences by Johnstown. The Town Council's strong preference is to require Haul Route #2; requiring truck traffic travels east from CR 48.5 to State Route 257, then travel north to CR 54, and finally west on CR 54 to the o perational location at CR 13 and CR 54. As part of Johnstown's advocacy for Haul Route #2, it is important to note, State Routes are constructed, designed, and located strategically (in this case e specially) to accommodate heavy truck traffic like the proposed use by LRM as part of their USR application. Use of this transportation route will ensure safety and protect infrastructure that otherwise is not constructed for this type of traffic flow. Furthermore, State Routes are the preferred travel routes for larger trucks, rather than using what would be commonly associated with local routes and traffic. We recognize that the Weld County Commissioners have the final decision making authority related to this USR application by LRM. If the Commission determines that the appropriate route is Haul Route #1 through Johnstown to the west on WCR 48.5 to WCR 17 and then north on CR 17 to CR 54, the Town of Johnstown would expect and require the following improvements listed below are completed prior to any operations commencing for the project: • Pave WCR 48.5 to Town standards in Town limits (one half -mile east of WCR 17); and • Design and construct southbound left turn lane on CR 17; and • Design and construct a westbound right turn deceleration lane on WCR 48.5; and • Design and construct a northbound right acceleration lane on CR 17; and • Improve RR crossing safety at WCR 17 and WCR 48.5 with warning lights and arms, other signage and pavement markings, all approved and based on design requirements by G.W.R.R. and accepted by the Town; and • Installation of a traffic signal at the intersection of WCR 17 and WCR 48 1/2 to ensure overall safety. Haul Route #3 as depicted in the map was not discussed simply because navigating the multiple turns on this route is difficult for a truck, the route includes multiple intersections that increases the potential for accidents, and is the least safe of all the routes considered. I believe all parties (LRM, CDOT, Weld County, Johnstown & Milliken) agree this is the least preferred route option. Town Staff will be at the hearing on February 28 to answer any questions or comments. We would respectfully request this email and attachment be included as part of the record for the hearing. Thanks, ML Matt LeCerf I Town Manager Town of Johnstown p: (970) 587-4664 I f: (970) 587-0141 mlecerf@johnstownco.gov Facebook I Twitter I johnstownco.4ov 450 S Parish Ave. PO Box 609 Johnstown, CO 80534 This electronic mail message and any attached files contain information intended for the exclusive use of the individual or entity to which it is addressed and may contain information that is proprietary, privileged, confidential, and/or exempt from disclosure under applicable law. If you are not the intended recipient, you are hereby notified that any viewing, copying, disclosure or distribution of this information is strictly prohibited. If you have received this message in error, please notify the sender, by electronic mail or otherwise and delete the original message from your computer. MEMORANDUM TO: Board of County Commissioners DATE: February 28, 2024 FROM: Kim Ogle, Planning Services Dawn Anderson, Development Review SUBJECT: USR22-0018 Loveland Ready Mix Concrete Inquiry — Draft Resolution 2023-1491 / PL1373 Inquiry of the applicant received February 26, 2024 From: Taryn Tigges <ttigges@telesto-inc.com> Sent: Monday, February 26, 2024 2.18 PM To: Jessica Reid <,reid©weld.gov> Cc: Kim Ogle <kogle(a�weld.gov>; Chloe White <cwhite@weld.gov>; Esther Gesick <egesick a@weld.gov>; Jan Warwick <jwarwick(a2weld.gov>; Stephanie Fancher-English <stephanief(a�Irmconcrete.com> Subject: RE• DRAFT RESO, USR22-0018. LOVELAND READY -MIX CONCRETE, INC. (BOCC 022824) LRM has two questions regarding the draft resolution: 1. Condition 1.A. of the proposed resolution references the improvements and Road Maintenance Agreement required for approval and includes: "A proportional share of the improvements to the intersection of CR 54 and CR 13." For the record, LRM pointed out at the original Hearing that traffic at this intersection already exists and LRM has already paid for significant improvements at this intersection to accommodate the existing truck traffic. Because this application does not create any new truck traffic at this intersection LRM would like clarification on why they are required to pay for future improvements. Please explain the County's thought process behind this requirement prior to Wednesday's hearing. The County agrees that this should no longer be a requirement. It was not included in the list of Improvements with costs sent on 12/13/2023. Resolution needs corrected. CDOT has indicated they have no type of proportionate share agreement to facilitate separate companies working together to fund a project. As it relates to our earlier question our notes are unclear in this matter, is Weld able to include CDOT improvements in any type of proportionate share agreement? It would be helpful if more specific detail or location was provided to this question but in general. the county does include triggered and/or proportional share requirements along areas of CDOT jurisdiction if it is in fact a part of the haul route in response to any referrals from CDOT. Thank you, Taryn Tigges, PE Office: 970-484-7704 Cell: 515-520-9454 Responses provided by Development Review — Public Works are in green MEMORkJDUM TO Board of County Commissioners DATE February 28, 2024 FROM Kim Ogle, Planning Services SUBJECT USR22-0018 Loveland Ready Mixed Concrete COA 1 A4 Loveland Ready Mix states "LRM pointed out at the original Hearing that traffic at this intersection already exists and LRM has already paid for significant improvements at this intersection to accommodate the existing truck traffic Because this application does not create any new truck traffic at this intersection LRM would like clarification on why they are required to pay for future improvements " COA 1 A 4 states A proportional share of the improvements to the intersection of CR 54 and CR 13, which may include dedicated right-of-way In the case that right- of-way is dedicated, the applicant may consider a Capital Contribution Front End Agreement Weld County Response The County agrees that this should no longer be a requirement It was not included in the list of Improvements with costs sent on December 13, 2023 Planning Services — Development Review requests the Resolution be corrected i Wl Muir; i S Loveland Ready -Mix Concrete Dunn Pit Use by Special Review Application Presenters: Stephanie Faucher -English, Brad Faucher (LRM) Walt Niccoli (Telesto), Michael Delich (Delich Assoc.) Weld County Board of County Commissioners February 28, 2024 LOVELAND READY -MIX CONCRETE TELESTQ SOLUTIONS. aingrtarrrran ��'��rte lenteirr0/I10°°0 tar gouge,ii PI" r WOO / .0°11, 009 irf 1 r/ I I LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED 02/28/24 LOVELAND READYMIX • CONCRETE • ELESTO LUTIQNSSINCORPORAIED0 Award -Winning Safety Record Driver Training and Certification Outstanding Environmental Record Commitment to the Community 02/28/24 • Overview LOVELAND READY•MIX CONCRETE Extract and put to beneficial use 4.5M Tons of Aggregate, over 23 years, in the least impactful manner to the environment an neighboring community Mining 200,000 tons of gravel a yea hauling it to Johnstown Ready )t.:tb. Initial Hearing there did not appear outstanding issues with the L TELESTO SOLUTIONSSINCORPORATED 02/28/24 /�'��-rte 011000010110frarare 000000r/i00f 00111,0 I 0.°14 X4‘ 044 /`/ .0°11%0 / , l,// .00 1�� I I LOVELAND READYMIX CONCRETE Big Thorn • son River 0 x60 QJQFC.fuUTE rani% NAM CC CWD0 C ATEP..M£13 Ia•Tw=MEL US Ma ti• Y'q se .•44 \1/4:\ pedstes, t v. F if -/I --a • 4\ pr: rit.---,------------- \kr ist.„:::. :N. fraNi tryer---, \--------Ifzer'. 1 J - 4wT.YaV{.lea =.K` >-'.r^' —�,v. ...-a�vlb': _ ♦�.t�r—Brae._ -j h:arc• - �'a;arsk.. , L4R �9G •.:r:elr _�l_ _ �p�T .y G..—_ I 6 • i r-- 02/28/24 0 4 'g J 0 i6 1 8 ID LOVELAND READY -MIX CONCRETE TELESTO CR48=, SOLUTIONSSINCORPORATED 3173C00 Enhanced _ Wetlands Native Grasse and Shrub 3173009 3174000 3174960 3176050 Improved Wetlands 3.5-'- acres 317934u- 31:1200Q 9177066 INWr 02/28/24 arriwarsar swarawarearrairear 1111000wmarsotrire.r,_ 00,of r"" 0/I11,xf •00001•• 000 loof .40100° 0# / ��•.r� �• 1 A Y y�r '� CAM- AULED IN FROM OFFSITE I I 02/28/24 I I ran=Arnars arl_arr-rte LOVELAND READYMIX CONCRETE a - t .i e • -j z % 02/28/24 3150000 ft 3200000 ft Windsor vtiew' Existing Johnstown Ready Mix Batch Plan i _ US 34 CR 54 Johnstown Proposed Dunn Pit I w tri LCR 4 N 5- 0. 0 VIAL 1.53.0MI, iumwarsar rya Arnars '-rte//'��i�! intig l I I LOVELAND READYMIX CONCRETE Operations— mMon_ Mining — Mon -Fri Haullng JRA,4 7:30ams . Fri : f A• • 4 •`• i { ' Vii.•- � 1 '` • i .3•,jr t . l3urrip _ +^ 1 • ~35 Loaded per day1' • (~4 loads per MI LOVELAND READY -MIX CONCRETE TABLE 2 Trip Generation Code Use Raul Trucks NA Operators Total Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate I F' Rate Out Rate Rate Out 22 ti:D ns/lad ployees 74 NIA NtA 2 6 4 NIA NIA11 4 NA " 2 4 6 —figs DEL ICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 02/28/24 Johnstown Ready -Mix Batch Plant L J Realignment i 7 I bPHris town CaHy; r,l:•I:� 3 r+ G:+uny now; lid P4 'El.t5 ft Goo *yfwd52 PilLlat5ot° WCR 50 Courtly Rind va I sit'r .-it CU Northbound acceleration lane Celarly RI;U4'{ 5C 1)2 Gaud y Fim ad 15112: I J Westbound right deceleration lane Iw el l Intersection Improvements C ;. LI i 7 r',.6 i'. • 114,5 Nc4&eIt, Ms, -a. Hardman 114.8 Miles I Cthinlr linnicl c as I4 TIlF'1 laaultill a John 'fawn ti ci • IVCR 48 1,2 r..ai:n;y haao .18 7,2 %VCR 54 Route 3 C!JT Intersection Improvements Cn I_nly Rnaa 52 1l�� 11 l\I l. { MP K}tiFFs Sib a I • a I Dunn `e. iL.. I 't ■ ■ • Mad R•u>faits l9 gall Cain I ■ LimaCi Pave 481/2 Westbound right acceleration lane SI 60 Improve 2 railroad crossings &..g()) ta Ln Paoli I bound right deceleration lane , IMPROVEMENTS - LRM ROUTE 3 REQUIRED BY CDOT WELD MILLIKEN JOHNSTOWN Pave WCR 48.5 from entrance to SH257 X CDOT Access Permit SH257/WCR48.5 X Auxiliary Turn Lane on SH257/SH60, WB right acceleration lane X X CDOT Access Permit SH257/SH60 X Improve 2 Railroad Crossings on Hwy 60 X Auxiliary Turn Lane on SH6O/WCR13, WB right deceleration lane X X X Auxiliary Lane on SH6O/WCR13, NB right acceleration lane X X Turn Participation in all SH60 and WCR13 intersection improvements X CDOT Access Permit SH60/WCR13 X Improvements at WCR13 and WCR50 Realignment X CDOT Access Permit WCR54/SH257 X Auxiliary Turn Lane on SH257/WCR48.5, SB right deceleration lane X X Proportional Share of future auxiliary lanes at intersection SH257/WCR54 X X LOVELAND READY•MIX CONCRETE / sy DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 02/28/24 alarnA VA W Arnars arlartgrarar rte I Pros • Right turns • Established truck routes LOVELAND READYMIX CONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED Over 1,100 Single Family allies platted along WC 13 between; CO60 and WC • Tithing and high in.tersecSn hu. Ci/I60714/C. f !' . I!_ f. • 02/28/24 Pith Johnstown Ready Mix Batch Plant i_ n utly ?Wa m 'V 1.4 Carty Real Z'Z Court Road 52 3 a I Mlllsboto INCR 50 &aunty.Rani 54 ens* Ruw?51) 'al twr !en `� IT Iw I.a Jo hnitowe C *Min ' s tit tit 4k15 h •�:7 }:Ir.r rit CI! • �t-r 1•,•,_. ,•a s_•, Co U1$) ketakii 15 1 N1 Covnly.Fio.to 50 t.7 . tit C r2 N Elm i-tar dman • ti • 113.8 Miles I t ntcrt�r Mad 5G P -A: .1• r-4 John 3 MINIMi 'Gout Road, 52 4651 IT N WC Well 54 Route 2 tiNIT Intersection Improvements Co Linty Roa4 52 v,' 4)1f SPCA Mad Rsiontn Go II Co um, SM • t -- -se C •^ v Cla wes C C Ct I Dunn ss. Pit ' J+� Br9 'hemp, • 14 • 1 + L L. JT l� 4 lie C ims Hills Pave 481/2 41 Eastbound left turn lane C 1 �, C ITraffic from other development on WCR48.5 would follow and be directed this way z • Approved CDOT variance to shorten northbound accel lane due to existing railroad and bridge I _ 50 ft I 200 ft IMPROVEMENTS - LRM ROUTE 2 REQUIRED BY CDOT WELD MILLIKEN JOHNSTOWN Pave WCR 48.5 from entrance to SH257 X CDOT Permit SH257/WCR48.5 X Access Auxiliary Turn Lane on SH257, EB to NB left turn acceleration lane X X Auxiliary Turn Lane on SH257, SB to WB right turn Deceleration lane X X Auxiliary Turn Lane on SH257, NB to WB left turn Deceleration lane X CDOT Permit SH257/WCR54 X Access Proportional ( Share of future auxiliary lanes at intersection SH257/WCR54 X X LOVELAND READYMIX CONCRETE / r- DELIOH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 02/28/24 Pros Preferred Route by Weld Public Works, Johnstown. • Traffic will be directed onto CDOT road for 40% of the entire haul route LOVELAND READYMIX CONCRETE dir '11 r DELICH ASSOCIATES TELESTO faies Cons • Left turn onto Sf1257, Loaded Trucks, ACROSS TRAFFIC, 55 mph • Not Mi/liken 's prefrired route The significant rise iT edevaiion on SH257 between WCR48.5 and W(TR • Haul Route #2 will add O 113 minute delay to intersections in pehours Ne i_Neighbors ro Mad Russian oppose s route Most on Co the int 17 tisk 02/28/24 SOLUTIONSSINCORPORATED CO aid,' I•I �.ocuil) Road 5'1 Route 1 n Cd wl y Rcat 1 T_ 9 x 3 .TolYiYstowit Ready -Mix .ix Batch Plant lnrr Road ''Z Glif toffy .d -S - ct u aurblra? 2' E1tr Nertik* Nod Johwuboww At 191 St a Elwell Golan Rum* :ter 1/4 4045 R II' it' itnend fa Hllsbot° W -(:R 50 c,ur*y RNa,l s4 ; Arr. .,111 beti a7 i )r. 41 r 1.:104 _ tour y Rrrad 50 F'2 4.1 E o rv4,,,St '1'" 414.1..7tL``'.„9 Fiat dman Ca Cow*Y tiAarl 91.' 0j Pit zs S tla C 1 NB Accel Lane ti • r 6 Gel LiltsRoad 52 112.4 Miles I Conflict Warning System 44891t tC Right Turn Lane _ '�' C1 48 1, * Upgrade Railroad Crossing John stows WeR 54 Co a my Road 52 I I I 1 L r- t't 11. a. Mid Ruosau, (loll Counw Dunn . Pit Sb 841. T r'� r' 1irr f 1 • If rf ■I. r Bridge Rails Pave 481/2 SH 60 �. S Us Us. r At Hi IIsboro ITraffic from other development on WCR48.5 may request this route m larrinA VA W ams Arnars arar rlara rand -rte I I I • Great Western RR requirements: Concrete Crossing Panels, Stripin and Signage • Johnstown additional require Lighted signals and arms INLAND EADYMIX ONCRETE DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED IMPROVEMENTS - LRM ROUTE 1 t I I REQUIRED BY CDOT WELD GWRR JOHNSTOWN Pave WCR48.5 from LRM entrance to WCR17 X Install Bridge Rails X Upgrade/Improve RR Crossing Safety at WCR48.5/WCR17 X X X Auxiliary Lane on WCR17, SB left turn and deceleration lane X X Turn Auxiliary Lane on WCR48.5, WB right turn lane onto WCR17 NB X Turn Auxiliary Acceleration Lane on WCR17 NB, RH turn off of WCR48.5 X X Conflict Warning System at WCR17 and WCR5o X LOVELAND READY•MIX CONCRETE yr DELICH ASSOCIATES . TELESTO SOLUTIONSSINCORPORATED 02/28/24 LOVELAND READY -MIX CONCRETE Pros • Shortest route— saves 293,020 miles over 23 years (compared to Route 2) Fuel savings, Emissions savings, Time Savings • Benefit Johnstown and Weld and the people already using the roads on this route • Improve safety at WCR48.5 and WCR1 7 intersection L_ dir r DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED Improvements can be done in existing County ROW on WCR48.5 Improvements on WCRI 7 can be done in existing ROW Cons • Concerns over the neighborhood at NE corner • Cost of improvements beyond what is warranted in 1iAS 02/28/24 LONG TERM PEAK CONTRIBUTION - USING PCE's • Traffic Counts/Contributions HAUL ROUTE 1 Background LRM LRM % Contribution WCR 48 1/2 230 212 48.0% WCR 17 6470 212 3.2% WCR 54 7890 212 2.6% HAUL ROUTE 2 Background LRM LRM % Contribution 210 212 50.2% WCR 48 1/2 SH257 15840 212 1.3% WCR 54 8080 212 2.6% LOVELAND READYMIX CONCRETE a__// Lt Al 1 DELICH ASSOCIATES TELESTO SOLUTIONSSINCORPORATED 02/28/24 arsar Arnars -IarverrteNIMINWili low P. isteri Wan C • Route 2: Spend $1.9 million to allow LRM trucks to access CO 257 • Route 1: Spend $3.5 million to improve safety for existing traffic at the intersection of CR48 % and CR17 • Additional development projects on LJtR48.5 i process. First Project (developer) approv d wig for improvements. How to: assure ollo wing development will participate LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED hatinsinsimmustanw— �� NISitinfossmarsad1110101000100000%-,-45-"siere--a==-••000,e* soot „re' POIni0 1 W10 /`rr IO/ 0000#, .0411/ 00001l�rf 000 1�� I I • LRM will agree to Route 1 or Route 2- • Would like clarification why contributions at Roundabout at C 13 and CR 54 are included in this application LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED illtalrIallaaareaser- 0000001101,00vske 01001001°of0" r ii i 10.°4 0000 / 001.4 00001, 0000, 11I�/ 0. I LOVELAND READY -MIX CONCRETE LRM's Dunn Pit: • Complies with Weld County Code Chapters 22 and 23 • Is Consistent with Intent of Ag Zone District • Compatible with Existing Land Uses and Future Development • Provides Adequate Provisions for Protection of Health, Safety, and Welfare -i.rirs • se �\.'. a r3,"or Jl L t ►-�Pc rh gt { {� _ ! •1 �. k•47- 411,1r- 2 N I. .-.4.G 1l- • l +, • __ A. . r*Nr• .c AL..�• yI • o.. int c,. 't WCR 48 1/2 @ WCR 17 LOOKING SOUTHWEST WCR 48 1/2 @ WCR 17 LOOKING NORTHWEST READYMIK CONCRETE TELESTO SOLUTIONSSINCORPORATED 02/28/24 rte■ 1111.11FIW��i, �f�� 0110001grir At 4#' 000101r 011P.0 00 Ofri �tg4i/ ---- _ ------ 901,00 0./ I I LOVELAND READY -MIX CONCRETE 02,128/24 arar arrinA VA W Arnars arlarlagrrte LRM believes to be safer Least miles traveled — Causes less traffic delays Impacts less residents • Route 2: Preferred by Weld County an Jo., Majority of improvements on C LOVELAND READYMIX CONCRETE 02/28/24 MINNIE iiillariggrarmar SIMUNIONSilearr 0101111001111011000r79 --e---' - .0000,t00°* ,/ii i ;MO / 010 1000#, 11I�/ /�ll,/r l�lirf 000 1�� I I • Weld County Concerns at WCR48%/WCR 17 Sight Distance Trains ROW access/room Overwhelming Utilities LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED • Power Poles Don't Impact, but easily moved if so • Ditch Crossing Extend culvert as necessary • Phone lines LOVELAND READY -MIX CONCH TELE Don't impact, but below ground avoided/adjusted thing Else insi S O L U T 1 o N s• I N C o R P n R A T E O 02/28/24 O IllaluSinawarmarar 11101111111Snorsararre= 011100000110000305rr"---'-- r//00esotii 000000010 1000#, .041, 00101l�rf 000 1�� I I • Town of Johnstown Long-term Concerns Condition of WCR 48% WCR 17 South Restriction LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED LI 02/28/24 UTILITY POLE-TYP. • LOVELAND READY -MIX CONCRETE TELESTC•ii-ff SOLUTIONSSINCORPORATED LEFT TURN DE 02/28/24 anramwarsar Arnars rer -I_��I�/�'��-rte intee firlOstrA I I I • Haul Route #1 Right Hand Turn 4900 Cars Encountered LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED V J /,! �: '" , • ± / r C Arnars Imenevarraraerrerrte anriumwarsar �i�! Haul Route #1 will add 3A-4 minutes of delay to intersections in peak hours Haul Route #2 will add 104-13 minutes of delay to intersections in peak hours LOVELAND READY•MIX CONCRETE CR 481A @ HWY 257 LOOKING NORTHWEST oute 3 LOVELAND READY•MIX CONCRETE TELESTO SOLUTIONSSINCORPORATED Loveland Ready -Mix's Johnstown Plant R.S O a fi l i p READY -MIX CONCRETE TELESTO SOLUTIONSSINCRPORATED0 F 4S 1/2 02/28/24 co a LOVELAND READY -MIX CONCRETE TELESTO SOLUTIONSSINCORPORATED Johnstown Concrete Batch Plant Jo' \A/CR52 1NCR50 NSIOWN t9,k 1-4 A • 'NC R48 I /2 i Route #1 Route #2 02/28/24 120.00 100.00 80.00 60.00 40.00 20.00 • . i s Minimal Train Traffic Noise Study Identified Two Trains over 24 -hr period, each lasting two minutes or less 10mph limit, 2 to 30 cars Not a Concern for Dump Trucks and Professional Drivers Trains 60.00 4O.00 20.00 I llr r I I 0.00 8:26 8:29 8:32 8:35 8:38 8:41 8:44 8:47 8:49 0.00 11:39 11:42 11:45 11:48 11:51 11:54 11:57 12:00 12:02 12:05 12:08 12:11 sillami mar ran, Siimillsrearalier -a-4w 0°•rer •H"kw*-iefr 0010000 /7 *4" 04e � l�lirf 1 r/ I I CONDITIONS OF APPROVAL RESOLUTION USR22-OO 18 An Improvements and Road Maintenance Agreeme is required for upfront and triggered off -site improvements at this location. The impro . e include but are not limited to: • A proportional share of the costs of improveme intersection of WCR 17 and WCR 48.E • The current and maximum proportionate contributions for the Dunn Pit are as follows; LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED r 71 i i JI•--___--- CC__ CCC -I_��I�/�'��-rte Sateirs l I I - USR DEVELOPMENT STANDARDS • 23. Approved Haul Route outbound is west on County Road 48.5 to County Road 17, north on County Road 17 to County Road 54, west on County Road 54 to County Roar 13, south on County Road 13 to the approved access to the Lwed:�.t Ready -Mix batch plant permitted under 2MUS, I 70V 132 LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED Approved inbound haul route is form the aAPp.ioved the Loveland Ready -Mix Plant north n Ca.un County Road 54, east on County Road 17, south on County Road 1.7 to Co nty Ro&.� County Road 48.5 to the appr vecf cc- Pit. r! yel 1 L.,• I • / r I : 02,128/24 i i JI.--___--- CC__ CCC -I_��I�/�'��-rte emilliffirstr l I I LOVELAND READYMIX CONCRETE finalized to: Allow LRM to get through Water Court Build improvements /road improvements Allow recovery from down economy Suggested Language: • 51. Construction or Use purs to Use by Special Review P�n:nft hali �e commenced within (4) years fr�aaa th � approval TELESTO SOLUTIONSSINCORPORATED II 02,128/24 LOVELAND READY•MIX CONCRETE TELESTO SOLUTIONSSINCORPORATED /_nisWINII i ��_--- -annar /rte I I LOVELAND READY -MIX CONCRETE encsTrm-g 02/28/24 Site distance is adequate at all analyzed intersections. The only significant vertical curve occurs at the WCR13/Johns•town•• Pliant Access intersection. The sight distance is approximately 660: feet to the south, which is adequate for the posted speed of 45 mph. • The only significant horizontal curve occurs at the LVcRi7lW�''RS(i intersection. The sight distance is approximately 400 feet to the north,; which is adequate for the posted speed of 35 mph, provided that the landscaping fronting WCR17 irz the northwest quadrant o the intersection is adequately set back from WCR1 7. LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED rr rr rAlla.1„„r„„r„„„„„„„„„.. rEXJLSON EXGA ATING COMPANY INC LEGEND • PROPERTY BOUNDARY ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE A S,D RESIDENTIAL VACANT LAND ci h,9 EF-IRLI€H GOGH IS. JAMES JAN IGE Platte EHR:LL H I,INC VAN 'ORMER DAVID KIMBER MARTIN :REFUGIO MARTINI LA _ WAGNER Y F,\RI J 1LLC: 28/24 Table �1 LOVELAND READY -MIX CONCRETE Estimated Mininci Quantities INCREMENTAL GRAVEL WEIGHT (TONS) INCREMENTAL INCREMENTAL ACTIVE INCREMENTAL TOTAL CUMULATIVE PRODUCTION OVERBURDEN VOLUME ( D3) GRAVEL VOLUME ( D3) MINING CELL MINED (AC) AREA MINED AREA GRAVEL YEARS AT WEIGHT END OF (TONS) INCREMENT (AC) Cl N 5.0 772 157,020 251,232 251,232 126 Cl 5-10 10_0 13,017 130,178 208,284 459,516 2.30 Cl 10- I5 15.0 11,8111 145,593 232,949 692,465 3.46 Cl 15-20 20.0 6,524 205,573 328,917 1,021,382 5.11 Cl 20-25 25.0 4,153 206,724 330,759 1,352,141 6.76 1 2530 30.0 5,594 209,830 335.728 1,687,868 8.44 Cl 0_35 35.0 7,956 224,537 359,259 2,047,127 10.24 Clit3 35-40 40.0 2,991 174,586 279,338 2,326,465 11_63 C3 40-45 45.0 4,453 180,542 288,867 2,615,331 113.08 C3 45-50 50.0 4,640 186,147 297,835 2,913,166 14.57 C3 50-55 55.0 51434 200,906 321,449 3,234,615 16_17 C3IC255-60 60.0 3,727 189,131 302,610 3,537,226 17.69 C2 0-85 65..0 313 181,780 290,849 3,828,074 19.14 C2 65-70 70.0 1,079 208,974 334,358 4;162443 ' 20.81 C3 70-7E 9 I X6.9 7,594 I 239,323 382,916 4,545,348 22.13 TELESTO SOLUTIONSSINCRPORATED0 02/28/24 ggrifran AWN 11100001111000,1,50005e=-------- - 00010000* 000110 24" CULVERT PROPOSED SITE ACCESS ROAD CaAt 5/1712(R2 91)O25 PM RSVradCootparn₹iJAM'Catul liiortM1PJa0fl gnPlatY?0 O51i Sip_Pandwu Plotted 3y Tfl1 Tiggcs • LOVELAND !MIX ILTE DUNN PIT 970.667.1108 DRMS PERMIT M2021-059 COLORADO APCD PERMIT NO,22WE0047F O J MONUMENT SIGN DETAIL NOT TO SCALE v frir PRIMARY ACCESS 7 x 2' x 2' HIGH MONUMENT SIGN AT ENTRANCE 12" x 18" SIGN AT BACK ENTRANCE 12"x18" SIGNS AT ENTRANCE: "ALL VISITORS MUST CHECK IN AT OFFICE" 12"x18" SIGNS AROUND PERIMETER: "NO TRESPASSING" 18"x24" "SPEED LIMIT 10 MPH" SIGN 12"x18" "40 TON CAPACITY" SIGNAGE AT BRIDGE AND CULVERTS t,„41. DUNN PIT DRMS PERMIT M2021-059 COLORADO APCD PERMIT NO, 22WE0447F GATE SIGN DETAIL NOT TO SCALE 9- ALL VISITORS MUST CHECK IN AT OFFICE (970) 667-2680 S -1' VISITOR SIGN DETAIL NOT TO SCALE NO TRESPASSING SIGN DETAIL NOT TO SCALE SPEED LIMIT 10 w t SPEED LIMIT SIGN DETAIL NOT TO SCALE NEADYV CONCNI SOL UT I i 28/24 LOVELAND READYMIX CONCRETE TELESTC SOLUTIONS. I NCOR PC RAT E BYPASS \ ern N L:latir- THIS INTERSECTION IS PLANNED TO HAVE ROUNDABOUT CONTROL B'Y/BEFORE THE SHORT RANGE (2026) FUTURE KBYPASS gA CC • WCR54 `{ Johnstown Plant Access WC R50 - Existing Lanes Required Lanes with Existing traffic AND SHORT RANGE AND LONG RANGE _Les_441/4 BYPASS--) 1 VPASS err 5/2 WC R4B 1/2 esa CE W r br,doif 435' including Bay Taper se 13.5:1 plus Storage (215') 411 435' including Bay Taper @ 13_5:1 TL 435' including 1 Bay Taper © 13.5.1 435' including Bay Taper @ 13.5:1 ;plus \Storae (60*) age 2 CO c.≥ g or Ate N 2O 02/28/24 WCR 7 7/WCR 50 intersection: northbound left -turn deceleration lane and a southbound right -turn deceleration lane - However, These improvements are needed with existing traffic, not considering haul route traffic dim �Iifiu h i' u; Iit EI�`R ��L READY -MIX CONCRETE TELESTO SOLUTIONSSINCORPORATED LLD CC 4 a MIL,).* 104 a 435 LEFT TURN DECELERATION LANE (PER TIS f VLS cs- ," •c�'\ .�,)_ MX SIBLE CONSTRAINTS INCLUDE UTILITIES AND ADDMONAL ROW 02/28/24 anriumwarsar argareaffirainerear er WOOi .1111i/�/_�/ice WCR 48 % + WCR 17 intersection: Southbound Left -turn Declaration Lane (needed with existing traffic, not considering haul route traffic) LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED 02,128/24 AIINNInan sattwreassar -anwAra-rte 0110111000010000* .000010 ottr .010 00100 opt / 4,0*/ oeki re, re 1� 1 I Southbound right declaration lane and a northbound left acceleration lane to be built on CO 257 at WCR 48 1/2. Improvements are already needed at this intersection with existing traffic, not considering haul route traffic. HWY 257 LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED RE QUIRE E, IMP_ROVEMEHT& CONFLICT' , OT -1 RAILF 00IC CROSSING p 33c" REDIRECT TAPER X55 MPH @ 55:1) R!CUR=_D I!1uf°R0V!ME TS CCNFL CT WITH BRIDGE 02/28/24 A IIN•--___--- �� , -I_r easA��-rte 111011151111000,marograrter 000010 �1I/1i/_i/� I LOVELAND READY.MIX CONCRETE CDOT recommends eastbound right deceleration lane on WCR 54 and southbound right acceleration lane on CO 257. The existing geometry already requires improvements, even without the addition if expected traffic from this project. 11 POSSIBLE CONSTRAINTS INCLUDE UTILITIES AND ADDITIONAL ROW eao RIGHT TURN DECELERATION LANE {PEST TIS) HAUL ROUTE 2 'C R 54 AND HVVY 257 INTERSECTION IMPROVEMENTS RIGHT TURN DECELERATION LANE (PER TIS) • LOVELAND READYMIX CONCRETE TELESTO CIS J---vp -0 cf givt-1)J. ` 1 L yf�- • 11 J v • s L el j i • U. • � /'rvY•� • '4r\.O•N i .---77 •,I Ir.., I r!• � � l L it) \\ 1•r � • :.\ = 111111 11 � • � :` RrI '' :I / • \ 111, 'V.. 1 ‘:11 N • _.-t�Q=171 471S -j- ` a�ani r�=aromas ____�,, --tea �::--- -- �- � - - - - •_�,� __—t -- — _ .� -4eY�- iJ • \ tee 4.1/40 \_ w \ \ ..,1 •\ 1 _ \\, • \ Lj • VILRIfl al • • •. C r de �1 ie /t /'• Z ♦ I Cr , rte:. -a SOLUTIONSSINCORPORATED scat n Pict <OOFC4MATE SYSTEM rt ,O83'OLIDRA0O STATE Pt €S• PORN ZONE, IS FOOT • • Haul Route #1 (WCR 17 and WCR 54) Requested by the County in a meeting on September 20, 2022. LOVELAND READYMIX CONCRETE 4 Feasible from a traffic engineering sta No substantial impact to key inters no new signalization warranted sho long-term TELESTO SOLUTIONSSINCORPORATED Fri r��r l Fri b#` nri rlrl 7J. Fri nrj rj rj rj rj rrj I Fri Fri I j I rj I Fri Fri rrj Fri ��r l Fri rrrj Fri Fri Fri Fri Fri Fri Fri Fri Fri Fri Fri Fri Fri 02/28/24 n.f Ud W L 4 dD READY -MIX CONCRETE SOLUTIONS LOVELAND READYMIX CONCRETE ,ACSSGA Colorado Stone, Sand & Gravel Association cajw* 1 t County or City Planning • Land Use Permit/Zoning Road Maintenance • Land Use Codes • Flood Plain & Floodway (FEMA) • Traffic I I I I 1 I I I I I I I I I I 1 I I I I T I a Permitting and Regulatory Flow Chart ARMS • 112C Mining Permit -Mining Plan -Reclamation -Augmentation Plan & SMSP -Bonding -Mitigation Plans (aquifer, wildlife, neighbors, hydrological balance) Ci • Construction Materials Supplier Mining 1 n 1 TA -11. i WI- -r-crI I.et. I I 1 GI -.71—I Gil I a.I I I CDPHE • Air Pollution Control Division -APENS • Water Quality Control Division -Stormwater Permits -Discharge Permits TELESTO SOLUTIONSSINCORPORATED -► I I I I I 4 I I I I CO Division of Wildlife • Mitigation • Reclamation I I I I I US Army Corps of Engineers • Wetlands & Riparian Areas -Permits -Reclamation SEO • Substitute Water Supply Plans (SWSP) • Augmentation Plans 02/28/24 1 iliffiltIMINsisarrearan 1111000imarrotiske 0001010,/0110 ii 004 0,04 V*/ lo s 1 r/ I I • Two Formal with Facilitator Sept 21 and June '22 Identify and capture concerns Noise Dust Property Values Hours of Operations, Lighting Wildlife Groundwater Traffic LOVELAND READYMIX CONCRETE TELESTO SO LuTI ON s• i N C o R P O R A T E D taa- — rte•-�20':a �•� .7{ „co.' y+{ N _a,cr yt 'r'r` fl Joe emir.L`S''- . T 'S -al -- Y• .tom r� clPrram— ii�'bw ,_rte-- j��--- - �— r _a- a. ate T y. — Y 1 _f _j t - a.--"-- 2/28124 r�/I1� AIINNIIM rtassiAtflgress pop�i/ rr��., ••-•• opt , 4,0„/I�/ •00 1�� I LOVELAND READYMIX CONCRETE TELESTO SOLUTIONSSINCORPORATED • No Fuel Storage on Site • No Processing on Site • Dust Abatement Plan Wet -mining Limits Dust LRM Water Internal Haul Roads 02/28/24 MEMORANDUM TO: Board of County Commissioners DATE: February 28, 2024 FROM: Kim Ogle, Planning Services Melissa King, Development Review SUBJECT: USR22-0018 Loveland Ready -Mixed Concrete COA 2.G and Development standard No. 23 Haul Route Option 1 Current Language - COA 2.G Section 23-2-230.B.7 "There are adequate provisions for the protection of the health, safety, and welfare of the inhabitants of the neighborhood and County. The requested/proposed haul route to the west, on CR 48.5. involves the intersection of CR 48.5 and CR 17. Approximately 0.5 miles of CR 48.5, and the southern portion of the intersection of CR 48.5. and CR 17, are in the Town of Johnstown. Additionally, 60 feet to the east of the centerline of CR 17 is the Great Western Railroad. The residential nature of this area is a concern and will be addressed by the referral request to the Town of Johnstown. The configuration of the intersection of CR 48.5 and CR 17 does not meet the safety criteria, as specified in Chapter 8 of the Code. Specifically, the location of the railroad track does not allow for the needed auxiliary lanes that would be required for the proposed haul traffic from this mine; the queuing of trucks at this intersection would be adversely impacted by the proximity of the railroad track; the intersection has numerous utilities that would need relocated; and the intersection sight distance does not appear to be adequate for turning haul trucks. Development Review, in conjunction with the Department of Public Works, is not in support and, therefore. does not recommend the use of this haul route." "Per CDOT's referral, and in conjunction with the Development Review referral. the proposed haul route to the east on CR 48.5 would involve the upgrade of the intersection of State Highway 257 (i.e. sand southbound deceleration and north bound acceleration lanes) and CR 48.5, prior to the issuance of the CDOT Access Permit onto State Highway 257 and the triggered upgrade and/or proportional share of improvements to the intersection of CR 54 and State Highway 257 in the future. Development Review is recommending the use of this haul route." Proposed Language - COA 2.G Section 23-2-230.B.7 "There are adequate provisions for the protection of the health, safety. and welfare of the inhabitants of the neighborhood and County. The haul route would be to the west, on CR 48.5 to CR 17, north on CR 17 to CR 54. and west on CR 54 to CR 13, south on CR 13 to the approved access into the Loveland Ready Mix plant, permitted under 2MUSR17-01-1329, then returning north on CR 13.. east on CR 54, south on CR 17, and east on CR 48.5 to the access of the mine. This route includes a residential area in Johnstown, an unarmed Great Western Railway crossing on CR 48.5, an intersection with safety concerns, and one intersection that will be upgraded to a round -about (i.e. CR 54 at CR 13). Safety concerns with this haul route exist but improvements have been suggested for mitigation that could improve concerns." COA 1.A Prior to Recording the map: Current Language An Improvements and Road Maintenance Agreement is required for upfront and triggered off -site improvements at this location. The improvements include, but are not limited to: 1) Paving CR 48.5 from 50 feet west of the site access east through the intersection with State Highway 257; 2) The addition of auxiliary lanes (i.e. acceleration lane to the north and deceleration lane to the south) at the intersection of CR 48.5 and State Highway 257; 3) Triggered auxiliary lanes and/or a proportional share of future improvements at the intersection of State Highway 257 and CR 54; and, 4) A proportional share of the improvements to the intersection of CR 54 and CR 13, which may include dedicated right-of-way. In the case that right-of-way is dedicated, the applicant may consider a Capital Contribution Front End Agreement. Road maintenance includes, but is not limited to, dust control and damage repair to specified haul route. The Agreement shall include provisions addressing engineering requirements, submission of collateral, and testing and approval of completed improvements. Proposed Language An Improvements and Road Maintenance Agreement is required for upfront and triggered off -site improvements at this location. The improvements include, but are not limited to: 1) Paving and widening CR 48.5 from 50 feet east of the site access west through the intersection with CR 17. All improvements would be required to meet a Weld County approved standard; 2) Upgrade and install the bridge rail on CR 48.5; 3) Upgrade/improve the safety of the Great Western Railroad crossing at CR 48.5; 4) Design and construct southbound left turn deceleration lane on CR 17 at CR 48.5; 5) Design and construct westbound right turn deceleration lane on CR 48.5 at CR 17; 6) Design and construct a northbound right acceleration lane on CR 17 at CR 48.5; 7) Install traffic signal per Town of Johnstown's December 7, 2023, referral; 8) Install a Conflict Warning System at the intersection of CR 17/CR 50, on all three legs; and, 9) Triggered auxiliary lanes on CR 48.5 at the site access. Road maintenance includes, but is not limited to, dust control and damage repair to specified haul route. The Agreement shall include provisions addressing engineering requirements, Development Standard No. 23 Current Language Approved Haul Route outbound from the Dunn Pit is east on County Road 48.5 to State Highway 257, north on State Highway 257 to County Road 54, west on County Road 54 to County Road 13, south on County Road 13 to the approved access into the Loveland Ready Mix plant, permitted under 2MUSR17-01-1329. Approved inbound haul route is from the approved access of the Loveland Ready Mix plant, north on County Road 13 to County Road 54, east on County Road 54 to State Highway 257, south on State Highway 257 to County Road 48.5, west on County Road 48.5 to the approved access drive for the Dunn Pit. Development Standard No. 23 Proposed Language Approved Haul Route outbound from the Dunn Pit is west on CR 48.5 to CR 17, north on CR 17 to CR 54, west on CR 54 to CR 13, south on CR 13 to the approved access into the Loveland Ready Mix plant, permitted under 2MUSR17-01-1329. Approved inbound haul route is from the approved access of the Loveland Ready Mix plant, north on CR 13 to CR 54, east on CR 54 to CR 17, south on CR 17 to CR 48.5, east on CR 48.5 to the approved access drive for the Dunn Pit. MEMORANDUM TO: Board of County Commissioners DATE: February 28, 2024 FROM: Kim Ogle, Planning Services Melissa King, Development Review SUBJECT: USR22-0018 Loveland Ready -Mixed Concrete COA 2.G and Development Standard No. 23 Haul Route Option 2 Current Language - COA 2.G Section 23-2-230.B.7 "There are adequate provisions for the protection of the health, safety, and welfare of the inhabitants of the neighborhood and County. The requested/proposed haul route to the west, on CR 48.5, involves the intersection of CR 48.5 and CR 17. Approximately 0.5 miles of CR 48.5, and the southern portion of the intersection of CR 48.5, and CR 17, are in the Town of Johnstown. Additionally, 60 feet to the east of the centerline of CR 17 is the Great Western Railroad. The residential nature of this area is a concern and will be addressed by the referral request to the Town of Johnstown. The configuration of the intersection of CR 48.5 and CR 17 does not meet the safety criteria, as specified in Chapter 8 of the Code. Specifically, the location of the railroad track does not allow for the needed auxiliary lanes that would be required for the proposed haul traffic from this mine; the queuing of trucks at this intersection would be adversely impacted by the proximity of the railroad track; the intersection has numerous utilities that would need relocated; and the intersection sight distance does not appear to be adequate for turning haul trucks. Development Review, in conjunction with the Department of Public Works, is not in support and, therefore, does not recommend the use of this haul route." "Per CDOT's referral, and in conjunction with the Development Review referral, the proposed haul route to the east on CR 48.5 would involve the upgrade of the intersection of State Highway 257 (i.e. sand southbound deceleration and north bound acceleration lanes) and CR 48.5, prior to the issuance of the CDOT Access Permit onto State Highway 257 and the triggered upgrade and/or proportional share of improvements to the intersection of CR 54 and State Highway 257 in the future. Development Review is recommending the use of this haul route." Proposed Language - COA 2.G Section 23-2-230.B.7 "Section 23-2-230.B.7 — There are adequate provisions for the protection of the health, safety, and welfare of the inhabitants of the neighborhood and County. The haul route would be to the east on CR 48.5 to SH 257, north on SH 257 to CR 54, west on CR 54 to CR 13, south on CR 13 to the approved access into the Loveland Ready Mix plant, permitted under 2MUSR17-01-1329, then returning north on CR 13, east on CR 54, south on SH 257, and west on CR 48.5 to the access of the mine. This route includes a residential area in the Town of Milliken and one intersection that will be upgraded to a round -about (i.e. CR 54 at CR 13). Safety concerns with the haul route exist but improvements have been suggested for mitigation that could improve concerns." COA 1.A Prior to Recording the map: Current Language An Improvements and Road Maintenance Agreement is required for upfront and triggered off -site improvements at this location. The improvements include, but are not limited to: 1) Paving and widening CR 48.5 from 50 feet west of the site access east through the intersection with State Highway 257. All improvements would be required to meet the Weld County approved standard.; 2) The addition of auxiliary lanes (i.e. acceleration lane to the north and deceleration lane to the south) at the intersection of CR 48.5 and State Highway 257; 3) Triggered auxiliary lanes and/or a proportional share of future improvements at the intersection of State Highway 257 and CR 54. Road maintenance includes, but is not limited to, dust control and damage repair to specified haul route. The Agreement shall include provisions addressing engineering requirements, submission of collateral, and testing and approval of completed improvements. Proposed Language An Improvements and Road Maintenance Agreement is required for upfront and triggered off -site improvements at this location. The improvements include, but are not limited to: 1) Paving and widening of CR 48.5 from 50 feet west of the site access east through the intersection with State Highway 257. All improvements would be required to meet the Weld County approved standard; 2) The addition of auxiliary lanes (i.e. acceleration lane to the north and deceleration lane to the south) at the intersection of CR 48.5 and State Highway 257; 3) Triggered auxiliary lanes on CR 48.5 at the site access; and, 4) Triggered auxiliary lanes and/or a proportional share of future improvements at the intersection of State Highway 257 and CR 54. Road maintenance includes, but is not limited to, dust control and damage repair to specified haul route. The Agreement shall include provisions addressing engineering requirements, submission of collateral, and testing and approval of completed improvements. Development Standard No. 23 Current Language — No Change Approved Haul Route outbound from the Dunn Pit is east on County Road 48.5 to State Highway 257, north on State Highway 257 to County Road 54, west on County Road 54 to County Road 13, south on County Road 13 to the approved access into the Loveland Ready Mix plant, permitted under 2MUSR17-01-1329. Approved inbound haul route is from the approved access of the Loveland Ready Mix plant, north on County Road 13 to County Road 54, east on County Road 54 to State Highway 257, south on State Highway 257 to County Road 48.5, west on County Road 48.5 to the approved access drive for the Dunn Pit. Proposed Language Development Standard No. 23 Approved Haul Route outbound from the Dunn Pit is east on County Road 48.5 to State Highway 257, north on State Highway 257 to County Road 54, west on County Road 54 to County Road 13, south on County Road 13 to the approved access into the Loveland Ready Mix plant, permitted under 2M USR17-01-1329. Approved inbound haul route is from the approved access of the Loveland Ready Mix plant, north on County Road 13 to County Road 54, east on County Road 54 to State Highway 257, south on State Highway 257 to County Road 48.5, west on County Road 48.5 to the approved access drive for the Dunn Pit. MEMORANDUM TO: Board of County Commissioners DATE: February 28, 2024 FROM: Kim Ogle, Planning Services Melissa King, Development Review SUBJECT: USR22-0018 Loveland Ready -Mixed Concrete COA 2.G and Development Standard No. 23 Haul Route Option 3 Current Language - COA 2.G Section 23-2-230.B.7 "There are adequate provisions for the protection of the health, safety, and welfare of the inhabitants of the neighborhood and County. The requested/proposed haul route to the west, on CR 48.5, involves the intersection of CR 48.5 and CR 17. Approximately 0.5 miles of CR 48.5, and the southern portion of the intersection of CR 48.5, and CR 17, are in the Town of Johnstown. Additionally, 60 feet to the east of the centerline of CR 17 is the Great Western Railroad. The residential nature of this area is a concern and will be addressed by the referral request to the Town of Johnstown. The configuration of the intersection of CR 48.5 and CR 17 does not meet the safety criteria, as specified in Chapter 8 of the Code. Specifically, the location of the railroad track does not allow for the needed auxiliary lanes that would be required for the proposed haul traffic from this mine; the queuing of trucks at this intersection would be adversely impacted by the proximity of the railroad track; the intersection has numerous utilities that would need relocated; and the intersection sight distance does not appear to be adequate for turning haul trucks. Development Review, in conjunction with the Department of Public Works, is not in support and, therefore, does not recommend the use of this haul route." "Per CDOT's referral, and in conjunction with the Development Review referral, the proposed haul route to the east on CR 48.5 would involve the upgrade of the intersection of State Highway 257 (i.e. sand southbound deceleration and north bound acceleration lanes) and CR 48.5, prior to the issuance of the CDOT Access Permit onto State Highway 257 and the triggered upgrade and/or proportional share of improvements to the intersection of CR 54 and State Highway 257 in the future. Development Review is recommending the use of this haul route." Proposed Language - COA 2.G Section 23-2-230.B.7 "Section 23-2-230.B.7 — There are adequate provisions for the protection of the health, safety, and welfare of the inhabitants of the neighborhood and County. The haul route would be to the east on CR 48.5 to SH 257, south on SH 257 to SH 60, west on SH 60 through the Town of Johnstown to CR 13, north on CR 13 to CR 50, west on CR 50 to include an off -set intersection of CR 50 and CR 13, continued north on CR 13 to the approved access into the Loveland Ready Mix plant, permitted under 2MUSR17-01-1329, then returning north on CR 13 to CR 54, east on CR 54 to SH 257, south on SH 257 to CR 48.5, then west on CR 48.5 to the access to the mine. This route includes the downtown area of the Town of Johnstown, a residential area of the Town of Milliken, the intersection of CR 13 and CR 50 with safety concerns, and one intersection that will be upgraded to a round -about (i.e. CR 54 at CR 13). Safety concerns with this haul route exist but improvements have been suggested for mitigation that could improve concerns." COA 1.A Prior to Recording the map: Current Language An Improvements and Road Maintenance Agreement is required for upfront and triggered off -site improvements at this location. The improvements include, but are not limited to: 1) Paving CR 48.5 from 50 feet west of the site access east through the intersection with State Highway 257; 2) The addition of auxiliary lanes (i.e. acceleration lane to the north and deceleration lane to the south) at the intersection of CR 48.5 and State Highway 257; 3) Triggered auxiliary lanes and/or a proportional share of future improvements at the intersection of State Highway 257 and CR 54; and, 4) A proportional share of the improvements to the intersection of CR 54 and CR 13, which may include dedicated right-of-way. In the case that right-of-way is dedicated, the applicant may consider a Capital Contribution Front End Agreement. Road maintenance includes, but is not limited to, dust control and damage repair to specified haul route. The Agreement shall include provisions addressing engineering requirements, submission of collateral, and testing and approval of completed improvements. Proposed Language An Improvements and Road Maintenance Agreement is required for upfront and triggered off -site improvements at this location. The improvements include, but are not limited to: 1) Paving and widening CR 48.5 from 50 feet west of the site access east through the intersection with State Highway 257. All improvements would be required to meet the Weld County approved standard; 2) Design and construct westbound right acceleration lane on SH 60 at intersection with SH 257; 3) Design and construct westbound right deceleration lane on SH 60 at the intersection with CR 13, 4) Design and construct a northbound acceleration lane on CR 13 at SH 60; 5) Design and construct southbound right turn deceleration lane on SH 257 at CR 48.5; 6) Triggered auxiliary lanes on CR 48.5 at the site access; and, 7) A proportional share of future triggered auxiliary lanes at the intersection of CR 54 at SH 257. Road maintenance includes, but is not limited to, dust control and damage repair to specified haul route. The Agreement shall include provisions addressing engineering requirements, submission of collateral, and testing and approval of completed improvements. Development Stand No. 23 Current Language Approved Haul Route outbound from the Dunn Pit is east on County Road 48.5 to State Highway 257, north on State Highway 257 to County Road 54, west on County Road 54 to County Road 13, south on County Road 13 to the approved access into the Loveland Ready Mix plant, permitted under 2M USR17-01-1329. Approved inbound haul route is from the approved access of the Loveland Ready Mix plant, north on County Road 13 to County Road 54, east on County Road 54 to State Highway 257, south on State Highway 257 to County Road 48.5, west on County Road 48.5 to the approved access drive for the Dunn Pit. Proposed Language Development Standard No. 23 "Approved Haul Route outbound from the Dunn Pit is east County Road 48.5 to State Highway 257, south on State Highway 257, west on State Highway 60, north on CR 13 to County Road 50, west on County Road 50 to County Road 13, north on County Road 13 to the approved access into the Loveland Ready Mix plant, permitted under 2MUSR17-01-1329. Approved inbound haul route is from the approved access of the Loveland Ready Mix plant, north on County Road 13 to County Road 54, east on County Road 54 to State Highway 257, south on State Highway 257, then east on County Road 48.5 to the approved access drive for the Dunn Pit." Weld/Weld Intersections - (5 Years Data - 2018 thru 2022) Intersection Weld Roadway Function Class No. of Crashes r No. of Crashes with Fatalities , No. of Crashes with Injuries Current AADT Entering Int. Total Crash Rate Analysis Rank Adjusted Crash Analysis Rate Rank Total SPF Rank Inj+Fat Severity SPF Rank Overall Rank 2022 Rank Issue/Pattern CR 34 @ CR 17 Art/Col 23 0 13 5370 1 I 1 1 , 1 2 Broadsides with Injuries 2 CR 76 @ CR 35 Art/Loc 12 0 7 3170 2 2 3 2 2 8 Broadsides with Injuries CR 74 @ CR 31 Loc/Art 28 0 11 7490 3 3 1 6 3 3 Broadsides CR 6 @ CR 13 Art/Art 20 0 12 7340 4 4 7 4 4 10 Broadsides with Injuries CR 38 @ CR 17 Art/Col 16 1 7 6060 6 3 4 7 5 7 Broadsides CR 18 @ CR 31 Col/Col 6 0 5 2750 7 7 5 3 5 1 Injuries CR 50 @ CR 13 Art/Col 13 0 8 6570 8 8 6 8 7 6 Off Road at Tee with Injuries CR 6 @ CR 19 Art/Art 7 0 6 4020 11 9 10 5 8 17 Broadsides with Injuries CR 74 @ CR 33 Col/Art 12 0 5 6210 9 10 8 13 9 5 Broadsides CR SO @ CR 53 Col/Col 4 0 3 2360 12 11 9 10 10 4 CR 28 @ CR 41 Col/Col 4 0 1 1470 5 6 14 18 11 9 CR 8 @ CR 37 Col/Col 6 0 3 3810 13 13 11 12 12 11 CR 38 @ CR 19 Col/Col 7 0 2 3950 10 12 13 17 13 16 Off Road at Tee, Fixed Objects, Dark CR 64 @ CR 27 Art/Art 10 0 7 7940 14 15 12 14 14 12 Injuries CR 66 (AA St) @ CR 37 Col/Col 4 1 2 3530 16 14 17 9 15 13 CR 50 @ CR 17 a Art/Col 9 1 1 7540 15 16 15 18 16 19 Dark CR 46.5 @ CR 19 Col/Loc 4 0 4 4610 18 17 21 11 17 16 CR 60.5 @ Weld County Pkwy Hwy/Col 11 0 4 10670 17 18 20 16 18 CR 60.5 @ CR 51 Col/Col 2 0 0 2410 19 20 18 18 19 14 CR 18 @ CR 49 Hwy/Loc 4 0 2 11890 22 22 16 15 19 New CIP Project This Year Existing CIP Project Accident Type Description (Most Common) Possible Improvements Broadside Vehicce 1 strikes the side of vehicle 2 perpendicularly usually at an irtersecticn Additional advanced warningflashing step signs rumble strips. geometry changes such as roundabouts Approach Turn Vehicle 1 makes a left turn in front of Vehicle 2 and is struck Adding left turn lanes cr shelter areas fcr left turns Overtaking Turn i Vehicle 1 pulls out to pass as Vehicle 2 is making a left turn Vehicle 1 strikes Vehicle 2 from behind Proper pavement markings for areas where many accesses exist Off Right/Left/at Tee Vehicle 1 leaves the roadway either left right or straight through a tee intersection Installation of guardrail er highly visibility barricades Overturning Vehicle 1 looses control and rolls over Design recoverable slopes along roadways islopes 4 1 or more, Rear End Vehicle 1 is struck from behind by Vehicle 2 Install rumble strips, install large radii on intersections to accommodate turning trucks Fixed Object Vehicle 1 leaves the roadway and strikes an object on the roadside ipowerpole etc r Move objects cut of the roadway clear zone S'deswipe iSame Direction, Vehdce 1 changes lanes without locking in their blind spot and hits Vehicle 2 behind them Install large radii on intersections to accommodate turning trucks. vehicle proximity sensors Sideswipe 'Opposite Directrcr , Vehdce 1 wanders into the oncoming traffic direction and hits the side of Vehdce 2 as they pass in opposite directions Install centerline rumble strips, Head On Vehicle 1 wanders into the oncoming traffic direction and hits the front of Vehdce 2 Install cable rail, install centerline rumble strips Animal Strike Vehicle 1 hits an animal in the roadway Advanced %Yarning for high animal crossing areas install fencing Hello