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Home My WebLink About20231495.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION FOR PLANNING DEPARTMENT USE: AMOUNT $ APPLICATION RECEIVED BY DATE RECEIVED: CASE # ASSIGNED: PLANNER ASSIGNED: PROPERTY INFORMATION Is the property currently in violation?❑No 47 Yes Violation Case Number: Parcel Number 1 0 5 9 _ 0 3 _ 0 _ 0 0 _ 0 4 5 105903000027 095734000030 The centfine o te mine entrance is —located 1,395 feet wester Te intersection of Weld County Road 48% and HWY Site Address: 257, or 40.341275 N and -104.872903 W. Legal Description: See attached Section: 3 , Township 4 N, Range 67 W Zoning District: Agricultural Acreage: 114.25 Within subdivision or townsite?❑No /❑Yes Name: Water (well permit # or water district tap #): N/A Sewer (On -site wastewater treatment system permit # or sewer account #): N/A Floodplain❑No /❑✓Yes Geological Hazard❑✓ No /❑Yes Airport Overlay ❑✓ No /❑Yes PROJECT USR Use being applied for: Mining Name of proposed business: Loveland Ready -Mix Concrete, Inc. PROPERTY OWNER(S) (Attach additional sheets if necessary.) Name: Brad Fancher Company: Loveland Ready -Mix Concrete, Inc Phone #: 970-667-1108 Email: bradf@Irmconcrete.com Street Address: 644 N. Namaqua Ave City/State/Zip Code: Loveland, Colorado 80539 APPLICANT/AUTHORIZED AGENT (Authorization Form must be included if there is an Authorized Agent) Name: Taryn Tigges Company: Telesto Solutions, Inc. Phone #: 970-484-7704 Email: ttigges@telesto-inc.com Street Address: 750 14th St SW City/State/Zip Code: Loveland, CO 80537 I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted with or contained within the application are true and correct to the best of my (our) knowledge. All fee owners of the property must sign this application. If an Authorized Agent signs, an Authorization Form signed by all fee owners must be included with the applicati If the fee owner is akorporation, evidence must be included indicating the signatory has the legal authority to_ for a cxpCation_. . ature Date Signature Date 1 , Print t,' f4+ Print } 9/10/21 9 DEPARTMENTS OF PLANNING BUILDING, DEVELOPMENT REVIEW AND ENVIRONMENTAL HEALTH 1555 NORTH 17TH AVENUE GREELEY, CO 80631 AUTHORIZATION FORM Loveland -Ready -Mix Concrete, Inc. give permission to Telesto Solutions, Inc I, (We), (Owner — please print) (Authorized Agent/Applicant—please print) to apply for any Planning, Building, Access or OWTS permits on our behalf, for the property located at (address or parcel number) below: Parcel No. 1059-03-0-00-045, Parcel No. 1059-03-0-00-027, & Parcel No.. 0957-34-0-00-030 Legal Description: NE 1/4 of Section 3 Township 4 N, Range 67 N/A Subdivision Name: Property Owners Information: 644 N. Namaqua Ave, Loveland, Colorado 80539 Address: Lot Block 970-667-1108 Phone: E-mail: bradf@Irmconcrete.com Authorized Agent/Applicant Contact Information: 750 14th St SW, Loveland, CO 80537 Address: 970-484-7704 Phone: ttigges@telesto-inc.com E -Mail: Correspondence to be sent to: Owner ® Authorized Agent/Applicant E by: Mail Additional Info: Email Owner Signature: _ Date. Owner Signature: Date: 9/10/21 11 /' p (J,W ALL ri,r'S,: S: 'hat the .uder: iCned, it :wrc of t:o '-)f H.a of the a. of twenty- One ("'i) `. a. or T':G:•e, by vu'.untc-1Ij ,- "i o.. gel c.. tc _et ; lc:• the i;:ur os of fora .n.a corporation Floe! the rrC'dtsi)ns of Art__le 1, .iiapt r 71, Colorado RevisedJ. :;tatuLLT, 3." 3, and a'..'. laws ar.:cr7Liatc', thereof and supp1-en' ntal 'ho at,d t!-_, do her t.- _.t f•;: I of the crrpoi.ation is: J�C''� :Li, •i) r.'r.'A9X-=.I'. Oi �T`r.', . he oSject or /07'T. i s II ob.Jo,:ts _ .•i rurpose and purtores f6r wh .L•Y. ti '. :orpo at.i.on IG fors :erJ e . (:i) 'u produce, ,:'ld sell sand, F .avel, ar 1 al_ �c._ateu :na (b) ss, and sc:] J concrete and all related (t;) ^o :'au:t "e';ai1 and whol",� ((1) o i-tr,_I tYun and Zenerai ccntracti.ng of every 1:7,1 at . .•at•ru _ . (c) '^o : t_ase, 'e.e. v , lease as lessee, or in en a :quit•, r>•.rn, hLld, riatntain, use, convey, sell, ._ _r c. or, e' cha ire, Wort pledse or other- : cC an, ar r A.1 1.1 and i erscnal proper::y cy nc^.csso useful, or ai prcnriate -1- (r) (6) to enable the corporation to accomplish any or all of its purposes. To borrow money, to ia:e and issue bonds, notes and tithe . evidences " indebt-'dness, secured or un:,ccured, for moneys borrowed or in payment for prnperty acsquired, or i :r any of the other objects or , urpc ,e3 of the _c,recr'tion: to secure the pay- me.'.of suc'n bonds or rotes b; making and givir nortgaces or other liens upon any or all of the property, rights, privtleges or permits of the corporation, wheresoever situated, acquired or to Lo acquired. To do a•,d perform any and all acts and things, and to fun, and exercise any and all powers as may be necessary or convenient to accomplish any or all of the :oret;oing purpos^s or a may be permitted by the Act t"" " x:rich the ,lorauration is formed. ARTICLE III The corporation shall have perpetual existence. , UTIuL'. Iv Try corpo:anon s1.1%1l be authorized to issue one thousand (1001) shar;s of capita] stock. Such stock shall consist of one class, namely common, and each share of stock shall be of the par value of One Iiundred Dollars (S100.00) . ARTICLZ V Except as limited elsewhere in t cis ;.ertificaty or i.n the bylaws of the corporation, the burdness and affairs of t%e cor r.orr .. on shall be vested In and mara:ed and controlled by -2- wlly snaii each hold office for the term of one (3) year. The directors she.il have the power to mace such bylaws ae they deem proper for the manage- ment of the corporation, The dire::torn who shall manage the affairs of the corporation for the remainder of the calendar year, 1», are e.:, follo'rri: HAROLD G. K"sSTE7, L. K. ? cWET1Y, ant: CL0GCA. FAI:HER. ARTICLE VI The principal office of the corporation shall be kept in Lov.. land, County cif Lariiticr and Stc to of Colorado. The original ;tocic ledger shall be i:ept s^lely in said principal office in Colotado. . The books required to be kept by sections 31-2-9 and 31-2-.'? o:' Colorado Revised Statt:y:s, 1953, "hall be kept solely in reit principal office and shall not, b^ kept in any office of the corporation out of the State of Colorado. ARTICLE VII The corporation may, at any meeting of its board of directors, by a majority vote of the whole board of dirr,toi's, sell, lease, a::cnange and convey all of its prol,_rty assets, including its good .. 1. a_I,d its corporate franchises, upon st.^h terms and conditions and for such consideration or cnr.siderati ops as its board of directors shall deem expedient o.nd for tl•a bract interests of the corporation, and said con- sideratir.i r considerations may consist in whole or in part o: shares :f stock in any other corf.:..•.,tion or corporaticis; provided, however, 1.:A all such cases the affirmative vote of the holders of two-thirds (2/3) of the stock of said corpor- ation then issued and outstandinz and having voting power, eilall be voted in ratification c the action of the board of -3- directors, said vote to bo tt.;:en at a meeting of the stock- holders of the corporation duly called for that purpose. ArTICL. VIII Cumnlati.- voting shall not be a1lelled in the election of directors. ARTICLE IX The corporation shall conduct its business primarily within +he Stite of Colorado, but it shall be authorized to conduct °ts business in other states as well. ARTICLE Thu corporation may arr•�nd, alter, change or repeal any provisiols contained in this Certificate of Incorporation in th3 manner now or hereafter prescribed by law. WITNESS WHEREOF, we have hereunto set our hands and at'fixed our seals this 13th day of June, A. D. 1955. STATE OF COLORADO ss. COUNTY OF I A:+? 1 IER (7,-„e,d/ On this lth day cf June, A. D. 19c5, before me personally appeared Harold 0. Kester, L. K. P6cWethy, and George A. Fancher, to me mown to be the persons described in and v:►4.. e:.ec ted the foregoing certificate of Incorporation, and a'.kne-, ,.edged that they executed the same as their fLce act and :r!:ed. -4- amaiwargainassixamiallaill111111611.110.. Witness my hand and seal the day and year in this ^ert .ft,ate of .&wlcdgmcuc first above written. t•?y commission expires Jane 15. 1957 Nobqubl't4 -5- %..0.••• ...a 129363 CERTIFICATE OF INCORPCRAT1Ow mime itee'r-lam comm.. DC. e ' w —C) V 09L09 RECORDED BOOK �' 11 PAGE 61 DOMESTIC of F11.&) in the office al kr e es the .......Seereterf ShiteilA w Stateel. .. ......e A.0.19.56.. at---1?.t� Semen tit Sete aw p ,- a+ Ave .. t Ir. This document has ►No 'helmeted and pi ooerly Entered on the Re- cords of The Flat Tax Departrner;t. u2 j 4•41 y:! riling Fee $5,C9 1 DOMESTIC r DESIGNATION OF REGISTERED OSc FICE AND REGISTERED AGENT Loveland Peadv-Mix Concrete. Inc. (Name of Corporation) organ:zed and existing under the laws of the State of COLORADO • a corporation hereby entities that, pursuant to a duly adopted resolution of its board of directors, the address of the registered office of the corporation in the State of Colorado shall be 3 miles teat n: Loveland,Colarado (Post office Pox 299) that the registered agent of the corporation whose business address is identical with such registered office, shall be Gieoroe A. Fanchpr and that the principal place of business of the corporation in Colorado is: Same as above Number Street City (If same address as registered office, insert "same as above") IN WITNESS WHEREOF, the undersigned corporation has caused this certificate to be executed in its name by its Vice President, this day of • 19_ Le) elan adv Mix Concrete, Inc. e of C/ iorrporation azure ! r) STATE OF &'o%r/roe ) // ) as COUNTY OF Before me. V.r 2,,,, , ,9 c. A.✓ a Notary Public in and for the said County and State, personally appeared Lee. Gov I,,,, w. le who acknowledged before me that he is the Y, a President of��y.a oz •IL; h �,Ase . T •.G. signed the foregoing,(Name of Corporation' that he and that the statements contained therein are true. In witnea whereof I have hereunto set my band and seal this it rL day of ,,J , A.D. 19,21, My commission expires fly C;; -,•,:,;I:.!::;;;;.,;:.:; D:c. 21, ICCO Notary Pc NOTE: Effective January 1, 1959, each corporation shall have and continuously maintain in the State of Colorado: (a) A registered office which may b•, art need not be, the same as its place of business. (b) A registered agent, which agent may be either an individual resident, or a domestic corporation, or a foreign corporation authorized to do business in Colorado, having a business office identical with such registered office. h0 -RA 2262 DESIGNATION OF REGISTERED OFFICE AND REGISTERED AGENT D O M E S T I C AMINO* O* erne* of Ow �i,of the o�ofbhof Colo"dos ondo 6EORC Jaw1�► hO. 1959, J. ak.ICE2 Soirmio f of SA.' . A► 09 Cb►k RoE'na DO THE AA?ICL&S Ut : Nc OSOIAT2OW or LWVZLAKD MtADY-MIX CONCU?$, 1XC. ARl1Cl.rs or . mtuDeI lT pr. A S P rsuaAt to the mrovisleas of the Colorado Corporation Act. the undersigned corporation adopts the following Articles of Amendment to its Articles of ' %cosporationd FIRST: The name of the corporation is LOgILMD READY -NIX C('*ICRLYt, INC. SE+'ONDs Tho foilowing Aaendw,nt to Article IV of the Articles of Incorporation was adolt d by the shareholders of the corporation on July 26, 197,, In the wanner prescribed by the Colorado Corporation Act: ARTICLE IV Authorised .hares The aggregate number of shares which the Corporation shall have authority to issue is 966E shares, of rAiah 1664- shares of the par value of 1100 per share shall be designated. 'prefer•^d shares", and 1000 *bases with a parvalue of $100 shall be dasi:mated 'common shares". T.» relative rights, preferences, privileges and limitations ,,f the shares of each class are as follows,. A. Dividends. The holders of the preferred sharer ,. in prefereiRriiriiiority to the holders of asomom sharee,,;'; shall be entitled to receive, when and as declared by the =: Boar of Directors, son-csau2'-ire dividends at the rate of'' 66.00 • share per yeas. and no sore, payable t4 shareholders - of record at the close of business on such date preeedisq thereof as may be fixed by the bard of Directors on declarimg any such dividend. Such dividend shall sot be cumulative and the holders of prsferredshare* shall have me right to .y.� such dividend was though the Corporratioe has funds legal available for the payment of *tvidsdde ealsss tee sates.___„ „ be declared by the board of Direstsrs. Ma wok dividends Owl) be paid or declared and set apart for peymeet is v -'- a • 41I I 2 year and for the i:reced.:,g year before dividends for such year are declared a.- d paid on the c'*.on shares. B. nede ptic.,7. ?hr cnrporatzc n, at the option o: the board cf Directors, may -edeem all of the preferred shares cf any stockholder by paying therefor in cash or upon terms hereinafter set forth the sus of $10S per share plus an amount equal to all dividends thereon declared but unpaid to. the date fixed for redemption. Such sum shall be the redemption price. Notice of redemption shall be given in witing thirty (30) days prior to the date of redemption to each holder of preferred shares called for redemption and, on the ante fixed for redemption, the holder shall surrender the certificate for such shares to the Corporation at the place designated in the notice of redemption. If notice of redemption ha; been given, any shares called for redemption which have not been surrendered shall forfeit dividends and all rights with respect to the shaven shall terminate except tor the right to receive the redemption price without interest. At the election of the company, the oorpany may elect to pay the -redemption price by depositing with a bank twenty percent (20%) of the redemption price and shall execute its promissory note for the balance of the redemption pricC thereof; sai! note to be payable over • period of time not to exceed ten ;10) years, together with interest thereon at a rate equal to prime rate as established by the first National Bank in Dever, Colorado, for commercial borrowers. The Board of Directors shall have authority to prescribe the manner in which all or any part of the outstanding preferred shares shall be redeemed. C. Li. uidation or Dissolution. In the event of the liquidation or dissolution of the Corporation, the holders of preferred shares shall be entitled to receive out of the assets of the Corporation, whether such assets are capital or surplus, the sum of S10S per share and a further amount equal to any dividends thereon declared and unpaid to the o.lte of such distribution, and no more, before any payment shall be made for any assets distributed to the holders of common shares. If, upon any liquidation or dissolution, the assets distributed among the holders of preferred shares are in+•rf' icient to 'Kr -sit the payment of the full preferential aneu its thereof, then the entire amounts of the Corpora.tien shall be distributed ratably among the holders of preterrced. shoes. After payment or distribution of the preferred stirred', the holders of commes% shares shall oe entitled to receive ratably all the remaining assets of the Corparatiers. Consolidation or merger of the Corporation into any other corporation shall not be deemed to be a liquidation or dissolution within the moaning of this paragraph. D. Voting nights. Each share of stock, wis6ther commies or preferred, shall be entitled to one vote. THIRD: The number of shares of the corporation cute standing at the time of such adoption was 36S, and the number of shares entitled to vote thereon was 358. FOURTHS The designation and number of outstanding t. shores ':f each class set!tlel to rote there** as a c3aas were as fellows: Rot Appllcahlc. :Iii : 'be number of shares voted for emehAmeedment was 361, sad tbs Aesbsr et shares voted agaiest'asch Amend met was suns. $XXT'd: The amber .,f shares of each clan entitled to vete thereon as a class voted ter aM against Bich Amemdmest, respectively, was: Not Applicable. SEVENTH: The manner, if not set forth la each Amends tr;- • is which any exchange, reclassification, or casc:s,•tatioa of ':. issued shares provided for in the Amesdmeet shall be ed eotad is a,: follows: not Applicable. EIGHTH: The manner in which Such fit= s!fecta 'a change in the amount of stated capital, and t e M umo et of stated capital as changed by s rih Amendment, areas fellows's None. DATED: July 26, 1979. LOVELAND READY -MIX CO x, ENC. , ATTEST: f %J Secret,, STATE Or COLO1ADO ) MINTY or LAal ivR ) as: JtAIL ik # being t:ret dul 'warn upon oath, deposes and says that be is the .lftsAdi t7: • N r+aelan•,i '•ced•r-MixConcfe e. � ,;� . , tts .L ht hie read the &lose and rOreiwinq Articles of anendecnt to the Articles of 2ncorporation of Lwelend Ready -his Concrete, Ind., that he knows the contents thereof, mad that the facts stated therein are true of hie sown knowledge. Subscribed and sworn to before se this 26th day of July. 1979. WITNESS my hand scut official seal. Ny Cunnissioa expires a,. y. _ . u _ • NON rOrirS Lutr' I.ABD kt•:AUY_M :X CWiC'4.� iii .1HC. , pursuant r € �#; •• r: Y� f C.R.s. 7-d-106, end submits :has A. Name of curporatioat asabiKZZ oIICmeng INC. B. By Asso.lution dated &lee 19, 1979, duly adopted by the 3oard of Directors, tay encpa"tation cancelled One Hundred tighty-Four (1::4) rsaquared .-tiaras it its coma* steak. At the time of c. 'v1 cancsllatire. ':he oorporeCom lard oar common stock, not items sod by classes at,d series. C. The aggregate number of issued iares, after- gig �.nti e!re't to such cancellation, w.4 Throe ltsndted Eight (369) saares of common stock. D. The amount of the stated capital of the cerporstion,, alter giving affect to such cancellation wets One Million Five Hundred Ninety -One Thousand Six Hundred Fifty -One Dols (S1,S91,651.00). E. This cencellation is beirq effected u der-C.s..g. 7-6-104(2). 20.‘t ATTERTi f> i s Eck rotas y STATE OF COLORADO SB. COUNTY O! L?R114ER ) aim VAL 475 SMART Of STATES omit The forogning instru,ssnt weer subscribed and warn to loifore se this Arc, day of /t,,;-,..4. , 11111, by y'��11rr,./ 'r L,+i. ss President of is�voiro e eery -Mx oloncreta, fnc. Ki TNS S my hard sod official seal. 1!y Cosrnlaslon aspires //., 9. ,�, .. ' PTTFI" AT OF T_.. t F'.1'i�''•'J.lii'. 11'!A.71Y - •I,: , .1, ALL `-«. r�" _'�� _. ��r"��. That S' c ■ e - ..11. ._ �� i """ 4� i�C3. L: l� L a, the United State., of Ar=1e..� a or f..::2h ,"_ -.;' #.rterZL .ears or c:;ore, by thasc nresen t(7, ■'� un� a.,d ', Y.. o,.,2, ...L'Jos togetlyz,r for t! -;e nurrose of fer;.!_n.r r'cx't''or:car: prov Hai ons of Artll e _ Tapter o1 r� ' , �.,_•..: : tPt,a`..e.s . 1.25 Inc al_'_ laws nmen3 t-' theruo crc supr.l rental and we do hereb- 17!)..e nalne of th. r poration 1a.A . ,':Ai r 7 T; T h rr,' ]' _: i . y u:'p l+:.rfa. ci.i 1;.� r.:1a. .: � �: i::7 1' i'i s t: =r,,:7;o at.... n z ai _. . an : +'i _. sans . g�'avew and al _, ated C7 ) 'o produce, r; n d w c r art nnc: all n; L. .C�C�JLzC_, "'GC+E,at3, �3� GC. ..)?'1::i u4 e.i Y'�,...��';: materials. {) cc'ndu�t retail anlesai e tsari^ . C.l) uildin,' construction and 7enera? " 'ntra L n:-; r4 i':L ri 1':a L Li f e . ru.1'ohase, re'7.eivo lase. as lessee ee 'Z," in manner avaui re + own, h3 d, maintain, use, on-, ey, lease as iesso_", e7change . ::iert 'le n? `:Le 7e -:Y, other ', l3C' d!spi ;4 cii' WY) 3lC a.,. rer!1 an: vii to enable the corporation to accomplish any or all 1' of ,�ts pu -�j'��ii:i. iU c,r--'ow :.L ie j, t _ ii al:o and . 304k: bonds, t1.)tc and c the , ev i &i n os of indebtedness, soared red or unsecured, for :,lone: s bo c r aw d or In s ayi ont foP property acquired, or for an; of the ot'hel: cb,;e• is or pur oses of the ,orpora' cn - tr t'ze r., . r :::rat of sup_- bonds o -r notes b_f :ralnc and ._ vjn mortgages or other liens upon an; or all of tic property, rights, pri .lieges or permits of the vcrT oration, where30ever "' t To do and perf LDri an a xl.. r5 ac5 art L.:i.n ; n r to have and eI 3 3I1.' and al 7vrr;; as ': 1.^.. ._ ne essari or conven''.ent r • a i.,7)11h an: of rho•3i' by the ' v arc c; r we lc..i= the �b ._•at 01'l - ::.ed . 1-7 7-10 r tor shallha-ILz• .7- r1- - 't . Ail' I,� Li:. IV TheTi!ci corr_:or'at.Lon shall be aut? -or iz ed to icSuc o i thousan' i33G) shares of capital sto '. S7.1 ; stu n7sL3t of one class, namely - ommori and each share ,): t?tc. '' shall the par value of Ono Hundred except as limited elsewhere in this certificate in the bylaws of the orat_`on, the t:us ness and aff a rs of the corporation shall i:;, vest e i and .na ;ed and eontro'.;ed b a board of three () directors who shall each hold off 1 ne for the term of one (1) year. The directors shall have the power t• ?xa:e suh:h bylaws as the7 deem proper for the manage- ment of the corporation. _' ;e di e tors who shall manage the affairs of the .oi orati : n for the m,::ai:a ;: _' of the _ alendar :year, 7_ t axe as follows: HAI•:OLD C. . _�5': T ;? , - and EORGE A. FAi7'.�ii` il.. . Aii''I�?fE TI The p-inc i pal :.off? cc of t::o orpocation steal be `.::fat in Loveland, fount of Larimer and State of •:o•l orrado. he original sto . ler3pe.1;hall be kept sole17 said pro.ncipal office in Colorado. The books required to be kept by Sections 31-2-c, and :1--10 Q of Colorado Revised Statutes, 4953, shall be 'e-ot solely in said principal office and shall not be : ept in an -;- o office of the corporation out of the State of Colorado. (j.RAi v i2 1 The .:orporatiyn :la/. at an; meet'.3E; cr; its board of directors, by a ia,;ority vote of the whole boardof directors, se ,.1 ; lease, e%3hanL'e and convey all of its p2operty and assets, in iuding its good will and its .c.Y;lo_a ,c f :'anch-_ses. 'inert su :1 tEr ms aI' x .:ond.i t : oas and for Ei::'!1 . e s'..de rat'.; on considerations as it•s board o2 d k.. .'*,ors and for the best interests of the sor porat.. on ► a: a. said con - s:Cit:i"'ation or conziderati ns rrta.,r' Cons ;Bt in whnl `o or In part of shares of stoci, in any other corporation orr,orations provided, however, in all such cases the af'f f r nat l.ve vote of the holders of two-thit}ds ('i' '3) of the stoc:'--r of said c,,rpar - ation then issued and outstanding and havin: votIrti: rower, shall be voted in ratif .catan of the action of the board of d:rotors, for s, said vote o ., .- -3a ,en at a :ri ctinu of the; sto noviers of ti -1 du17 fov that purpose. ARTICLE VIII votin ; shall not he al, owes:k _.n _ 7.e Mtion of (I ireC t: _'a . la:.. I . L� ! he ,.h& 1 :gin itbu:;-nes w.ith.T n the Late Y_ w .rya a, L' t It s'.a.l be autha.'iec to 6ondu� t its .~iusi:iaz i:1 oti1.e .7 t.`Li.l: z as 0i._ ARTILE E x lame-rporat ion may amend, alter, 'harv-.e er repeal any pro. ,ions contained in this ;;er.tifizte of Incorporation in simanne72 now or hereafter b;' law. IT4 WITNESS Wf":.• OF, we have hereunto set our hands and affixed our seals this SF. - day f June, A, D. I On ILL - June✓ A. .. 1L`_ , beiir'e me personally appeared a.roid O to^ L. K. ti,�At_�y, anJ- George A. rancher, to rye known to be the rersons des:_rIL,ed in a -.;c: who eVe •toted the fore,soinv Certificate of Incorporation, any' a .:nawled{fed that the executed the sa,.; as thei ,. f' reU act and n ed , _L Witness my hand and seal the day and year in this Certificate of n .. naw?edc ent first above written. ;1.J ,ommission axpirws Notary Publi• . Form #1 UNITED STATES OF AMERICA ) ) SS. CERTIFICATE STATE OF COLORADO ) I, George J. Baker, Secretary of State of the State of Colorado, do _hereby certify that the annexed is a full, true, and complete copy of the original Certificate of Incorporation of LOVELAND READY -MIX CONCRETE, INC. filed in this office on the 15th day of June A. D. 19,5 and admitted to record. IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed the Great Seal of the State of Colorado, at the City 'of Denver, this 1Sth day of June_ A. D. 1955 . GEORGE J. BAKER Secretary of State Deputy C f HOECKEL CO DENVER. naleiraere �..+ Mew + 196_2 4n Wi H : 121_ ____.__S4 Marialiat#urt, Records' DEPARTMENT OF STATE tyfeirefory to Y44 .n on -ire=_", ziefritie Arifil'a 12: 30 0' r or itecillite*Vie4 2 Artrii/iwtit CERTIFICATE OF AUTHORITY eory J_ !ahn, Yiaft;<,o, rditaa‘4,-4 +en* /g /0 55 JUNE P . *?.LW'; /Fad 112' fyl /199 <%�ZfCP r LOVELAND READY -MIX CONCRETE I NC o 1:AO/4r'(610A; /it4l; af xrJirf,�nr/ns'rte4ihima A'1,61 lin(�tl�/�t"Y�.LA`'��'�t !f'l/ Lg�!!'1Cl"Zfl�f'ffief/l/4 t%' crAiL'2" .74/eco tin/2' //fP G1�fX 42/t O7 t: �/fI�C�ZI'E' qQ/ht:Ttwi 1-fr :lei n9-7tety, at* ,eXterit4- / //dtAE-'�J��yafJ-f'GCL%�71f�'TPI� C!'G��l�'�'l� `e4421/��,Y,fa___FIFTEENTH -iher 0 JUNE 1955 S fr--)oitsa iseae* J te4. CRETA F STATE C 831217 L Omer r •T �, { Cot� o,�Iu.... 1 ' :7 r- 1 h:?rekt u ("- col/ tar %'f -U. (1///./ j "7/ • tl 17i m yl ir ist a '`ate ._ _-_IND - 4. - 1.0 ti f/ % is a• r :y' • ••� ti 4 •• 1.- : f` f J COMPA tt 4;t5) t n nn.an 9a (04: att . ,Silt) arr- 19 " 19 r r di. en • r ..- mcalL00$ 969 Z4 -4-J33 a Pin • i LOVELAND READY -MIX CONCRETE, INC PO BOX 299 Loveland, CO 80539 May 9, 2022 Affidavit of Loveland Ready Mix Concrete, Inc. I, Brad Fancher, President of Loveland Ready Mix Concrete, Inc. reside at 6405 Windemere Road, Loveland, Colorado, and being first duly sworn, state that I have personal knowledge of the fact that each of the following statements is true and correct. 1. Loveland Ready Mix Concrete, Inc. is a Subchapter S Corporation registered in the State of Colorado. 2. Loveland Ready Mix Concrete, Inc. owns the land and owns and retained all gravel rights of the current Dunn Pit permit area that lies in the NE 1/4 Section 3 and the SE % of Section 34, Township 04 N, Range 67 West of the 6th P.M., Weld County, Colorado. STATE OF COLORADO COUNTY OF LARIMER I, Brad Fancher BEING OF LAWFUL AGE AND BEING FIRST DULY SWORN UPON OATH ACCORDING TOO LAW, DO SAY THAT I AM PRESIDENT OF LOVELAND READY MIX CONCRETE, INC , DEPOSES AND DO SAY THAT I HAVE READ THE FOREGOING AFFIDAVIT OF LOVELAND READY MIX CONCRETE AND THAT MATTERS STATED ARE ALL TRUE AND CORRECT, TO THE BEST OF MY KNOWLEW,),NFORMAT .! f&4(LIEF.,- PFeefdEnt Subscribed and sworn to before me in the County of LARIMER, State of Colorado this 0) of, MY COMMISSION EXPIRES: JOAN HORS r 1Nr i, r'llhIll ,i ,tP ',f Ct,Ic''dd' Ir, 1 ,n4aa i Heft 1 My , t '1 L SF Iry{'. ' 1 2 • ..( 4h Witness my hand and official seal. ctocvnE, Notary Public 2 022 TELESTO S O L U T I O N S • 1 N C O R P O R A, T E D September 23, 2022 Via Electronic Mail Weld County Public Works Department 1111 H Street Greeley, Colorado 80631 Subject: Dunn Pit, Use by Special Review Final Drainage Narrative To Whom it May Concern: Loveland Ready -Mix Concrete, Inc. (LRM) proposes the construction and operation of a new sand and gravel mine (Project). The Project will be located at the northwest corner of Colorado Highway 257 and Weld County Road 48'/2 in Weld County (Site; Figure 1). The proposed mining operations will include the recovery of sand and gravel resources to produce concrete to serve the Northern Colorado area. Weld County's Use by Special Review (USR) Drainage Requirements allow for the completion of a drainage narrative in lieu of a drainage report for certain land uses. LRM hereby requests an exemption to stormwater detention and presents this drainage narrative based on the Project's intended operational use as a gravel pit. PROJECT DESCRIPTION The Site is currently undeveloped and is used for cattle grazing and oil extraction. The proposed Project plans to develop the Site as a sand and gravel mine. Specific development activities include: • Constructing a Site access road and bridge from the proposed Site entrance northward across the Big Thompson River • Excavating three aggregate mine cells to a depth of approximately 30 feet, which will become unlined, groundwater -fed lakes • Hauling the mined aggregate to LRM's permitted Johnstown concrete, batch plant for processing • Reclaiming the mined slopes above the groundwater table and establishing new wetlands in and around the mined cells During mining, LRM will temporarily stockpile mined aggregate for approximately 1 -day to allow the material to drain before hauling. LRM will conduct reclamation concurrent to mining and anticipates no long-term storage of reclamation materials in the floodplain. Figure 2 shows the final configuration of the Project. No permanent structures will be Colorado Office (Corporate) New Mexico Office 750 14th Street SW Loveland, Colorado 80537 970-484-7704 / 970-484-7789 (FAX) 1303 Pope Street Silver City, New Mexico 88061 575-538-5620 / 575-538-5625 (FAX) To: Weld County Public Works Department Date: September 23, 2022 Page 2 erected during the Project besides the Big Thompson River bridge. The bridge will remain in place after mining is complete. EXISTING SITE HYDROLOGY Flow Patterns The Big Thompson River runs west to east through the center of the Site (Figure 1). Stormwater currently runs onto the Site, across the Site, and toward the Big Thompson River from the north, south and west. Stormwater is discharged from the Site along the eastern property line via the Big Thompson River. Ditches The Thompson and Platte Ditch is located approximately 500 feet to the south of the Site while the Hill and Brush Ditch adjoins a portion of the northwest property line (Figure 1). Hill and Brush Ditch return flows are discharged to the Big Thompson River approximately 200 feet upstream of the Site. There are no ditches located on the Site. Floodplain/Floodway Status The Site lies entirely within the 100 -year floodplain and almost entirely within the regulatory floodway (Figure 3). The County has issued a Flood Hazard Development Permit, FHDP21-0024, to LRM for the project (dated November 30, 2021). PROPOSED SITE HYDROLOGY Although Weld County' s USR Drainage Requirements allow an exemption for stormwater detention, LRM is still required to release detained water at the historic runoff rate of the 1 -hour, 5 -year storm falling on the undeveloped site. Flow Patterns Upon completion of the Project, upgradient surface water runoff will be intercepted by the mining cells and will be released to the Big Thompson River in a controlled manner which complies with the requirements of the USR Drainage Requirements. The Project proposes to pass flood flows between the proposed mine cells and the Big Thompson River in the following manner (Figure 2): • Floodwater will enter cells Cl and C2 via overland flow or one of two pit inlet weirs along the Big Thompson River near the western Site boundary. 2022092 Drainage Narrative TELEST® fOtutlOMf.,n •:p I,O..l.l: To: Weld County Public Works Department Date: September 23, 2022 Page 3 • Floodwater will flow between cells C2 and C3 via an adjustable outlet weir and pipeline or via overland flow across the existing gravel road. • Floodwater will be discharged from cell C 1 into the Big Thompson River near the eastern Site boundary via an adjustable outlet weir and channel. This weir was sized to limit pit discharges to the historical 1 -hour, 5 -year peak discharge rate during the 1 -hour, 100 -year runoff event (see the attached calculation set). • Floodwater will enter/exit cell C3 from/to the Big Thompson River via a pit inlet/outlet weir near the eastern Site boundary. However, cell C 1 provides enough effective storage below the pit inlet/outlet weir that there will be no discharge to the river during the 1 -hour, 100 -year runoff event (see the attached calculation set). Therefore, no hydraulic control structure specific to the 1 -hour, 100 -year runoff event was required on the cell C3 outlet to limit discharges to the 1 -hour, 5 -year historical peak discharge. Sincerely, Telesto Solutions, Inc. Jo `' an Cullor, or, PE Senior Engineer JC:tt tt Enclosure 2022092 Drainage Narrative TELEST® fOtutlOMf.,n •:p I'O..11l: R:1WeIdCounty\DunnPit LRM1Products\Permits\WeldCo USR\Development Review\Drainage Narrative\ AP PROJECT:: 360100 TASK: 006-01D PREPARED BY: TELEST LUTIONSPSO I !t I' O W A It U I I FIGURE 1 SITE LOCATION PREPARED FOR: LOVELADD READY•MIIX CONCRETE LEGEND / NOTES 4700- EXISTING CONTOURS 470O PROPOSED CONTOURS - - - - FACILITY BOUNDARY -- PROPERTY LINE EXISTING RIVER OHWM EXISTING GRAVEL ROAD EXISTING EASEMENT EXISTING RIGHT-OF-WAY EXISTING GAS LINE ^hw EXISTING OVERHEAD WIRE EXISTING WATER LINE EXISTING TELEPHONE _• -- EXISTING FENCE LINE - -_ EXISTING COMM. LINE EXISTING GRADE FINISHED GRADE SURFACE FLOW DIRECTON COORDINATE SYSTEM NAD83 COLORADO STATE PLANES, NORTH ZONE, US FOOT REVISIONS # DESCRIPTION Q't 0J 0 FOR SUBMITTAL 12/2/21 JC TT INLET/OUTET MODS. 5/10/22 JC TT FINAL DRAINAGE NARR. 9/23/22 JC TT DATE 9/23/2022 PROJECT 360100 TASK NUMBER 006-01D DRAWN BY is PROJECT ENGINEER JC CHECKED BY TT DUNN PIT - DRAINAGE NARRATIVE STORM WATER MANAGEMENT PLAN SHEET NUMBER: REVISION NUMBER: 2 0 PREPARED BY: TELESTO LE ST® S O L U T I O N S. I N C 0 R P 0 R A T E D PREPARED FOR: LOVELAND READY-MiX CONCRETE web services provided by FEMA. This map was exported on 7/27/2021 and does not reflect changes or amendments subsequent to this date. The NFHL and effective information may change or become superseded by new data over time. SOtW71 Or!S• i rw C O H r u K w I Loveland., Colorado 19701 184-7704 w wr.teleso-inc.com TELESTQ S O L U T I O N S• I N C O R P O R A T E D Job N o : 3 0oioo-oo&-oiol Task: T5uiA,w Pit HidolroLorjij Client: Lovel a of Reaolu-MLXPage Computed By: j. Cullor Date: 0 /23/22 Checked By: ."I-. T c)9es Date: og/23/22 Problem Statement: Calculation Documentation Loveland Ready -Mix Concrete, Inc. (LRM) proposes the construction and operation of a new sand and gravel mine (Project) at the northwest corner of Colorado Highway 257 and Weld County Road 48 1/2 in Weld County (Site). The proposed mining operations will include the recovery of sand and gravel resources to produce concrete to serve the Northern Colorado area. Weld County's use by special review (USR) drainage requirements allows exemptions to stormwater detention for gravel pits if stormwater drains into the gravel pits. Although Weld County allows detention exemptions, releases from the Site must still comply with Weld County Storm Drainage Criteria, including dewatering. Objectives: 1. Design hydraulic structures for the Project Site that release stormwater in a manner that complies with Weld County Storm Drainage Criteria Approach: 1. Define the Weld County Storm Drainage Criteria and Use By Special Review (USR) Drainage Requirements that apply to the Project Site 2. Choose a hydrologic calculation method 3. Complete the hydrologic calculations necessary to define and quantify how water will be released from the Site's gravel pits 4. Design hydraulic structures for the gravel pits Data and Assumptions: 1. Weld County Storm Drainage Criteria (County Code Article XI, Sec. 8-11) a. Requires detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site (exemption requested) b. Requires release of the detained water at the historic runoff rate of the 1 -hour, 5 -year storm falling on the undeveloped site for urbanizing areas, and the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped Site for non -urbanizing areas. Weld County classified the Dunn Pit Site as an urbanizing area. c. Defines historic as an undeveloped site with a 2.0% imperviousness 2. USR Drainage Requirements a. Requires detention ponds be sized using the historic runoff value (5 -year runoff for urbanizing; 10 -year runoff for non -urbanizing) as the pond release rate for the 100 - year 1 -hour storm event. TELESTQ S O L U T I O N S• I N C O R P O R A T E D Job N o : 3 0oioo-oo&-oiol Task: Ttuvtvt Pit HidolroLorjij Client:LoveLav4 Reaolu-M12 Computed By: j. Cullor Date: 0j/23/22 Checked By: ."I-. T c)9es Date: og/23/22 Data and Assumptions (cont'd): b. Requires that a 100% impervious value be used for pond water surface area when calculating the weighted C value for the proposed site. c. The Mile High Flood District (MHFD) regional time of concentration calculation of ((total length/180)+10) should not be used in calculation of historic runoff 3. Hydrologic Method a. Although the MHFD restricts the use of the Rational Method to basins of 90 acres or smaller, Weld County Storm Drainage Criteria states that "The Rational Method should not be used to determine runoff for basins larger than one hundred sixty (160) acres." b. Weld County Storm Drainage Criteria states that "In areas located in the southwest portion of Weld County, where areas are larger than one hundred sixty (160) acres that have drainage characteristics similar to an urban area, the Colorado Urban Hydrograph Procedure (CUHP) is an acceptable model for determining runoff amounts. The CUHP model can be used for basins from zero (0) to three thousand (3,000) acres. The CUHP model is not applicable in non -urban areas, including those areas in Weld County that are outside of the Denver Metropolitan Area." c. Weld County Storm Drainage Criteria states that "Public Works may accept other methodologies as deemed appropriate by the design engineer." 4. Hydrologic Data a. Soils: i. Soils data was downloaded from the NRCS Web Soil Survey web application at: https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx ii. The Site was defined by the NRCS as 2.8% Hydrologic Soil Group (HSG) C, 92.7% HSG D, and 4.5% water (attached) b. Rainfall: i. Rainfall data was downloaded from NOAA Atlas 14 web application at: https://hdsc.nws.noaa.gov/hdsc/pfds/pfds map cont.html ii. The 5 -year 1 -hour precipitation depth was identified as 1.11 inches (attached) iii. The 100 -year 1 -hour precipitation depth was identified as 2.77 inches (attached) c. Topography: i. Catchments were delineated using topography derived in ACAD from the Site mine plan set ii. Additional data including but not limited to flow paths and slopes were also derived in ACAD from the Site mine plan set iii. Topography in the Site mine plan set was derived from a combination of data obtained during the site survey and online DEM data 5. Assumptions a. The Project Site is located within the Big Thompson 100 -year floodplain. This hydrologic analysis was conducted independently of the flood hydrology of the Big Thompson River and assumed that the river would have adequate capacity to receive Site discharges during 100 -year 1 -hour runoff event. Calculations: Job No: 300100-00&-0.01 Task: I3RVL1A. Pit HidofroLorjij Client:LoveLawd Reaof-M`KPage 3 19 Computed By: j. auf,or Date: 03/23/22 Checked By: T-. flgges Date: 03/23/22 1. Hydrologic method: a. Delineation of basins: Site stormwater basins were delineated from existing an proposed contours. The basins were delineated to encompass the proposed developed pits and the existing upgradient drainage areas to be captured by the pits. Since the areas outside of the pit boundaries and outside of the upgradient basins will' not be developed and will be left in their natural state (grazed pasture), it is assumed that post development runoff from these areas will be equal to pre -development runoff. Delineated basin properties are as follows: North Basin area = 61.25 acres ii. South Basin area = 101.48 acres i i NORTH BASIN PROPERTY LINE SOUTH BASIN i b. Since both the North Basin and South Basin areas are less than 160 acres, and the Site is not within the Denver Metropolitan Area, the Rational Method was chosen as the hydrologic method for this analysis. TELESTQ S O L U T I O N S• I N C O R P O R A T E D Job N o : 3 0oioo-oo&-oiol Task: Ttuvtvt Pit HidolroLorjij Client:LoveLav4 Reaoly-MLXPage 4 Computed By: j. Cullor Date: 0j/23/22 Checked By: ."I-. T c)9es Date: og/23/22 Calculations (cont'd): 2. Historic Peak Runoff Rates: a. 5 -year 1 -hour historic peak runoff rates were calculated for each basin to define the maximum developed release rates of the gravel pits b. As per USR Drainage Requirements, the Rational Method Peak Runoff Prediction Workbook as provided by the county was used to calculate the historic peak runoff from the basins during the 5 -year 1 -hour precipitation event. Urban Drainage workbook version 1.02a was downloaded from: https://www.weldgov.com/Government/Departments/Planning-and- Zoning/Development-Review c. Required workbook parameters for historic conditions were entered into the spreadsheet including: p. Basin area (calculations 1.a), ii. Percent imperviousness (2.0%; data and assumptions 1.c) iii. NRCS soil type (data and assumptions 4.a.ii; note: since a majority of the site was HSG D and the Rational Method calculations treat HSG C and D the same, HSG D was used for both basins) iv. Design storm return period (data and assumptions 1.b) v. Design storm precipitation depth (data and assumptions 4.b.ii) d. Time of concentration flow paths and slopes for historic runoff were derived by dividing each basin into three hydrologic components: overland flow, channelized flow (pasture), and channelized flow (waterway). i. Overland flow distance = 500 feet ii. Channelized flow (pasture) distance = Distance from end of overland flow to waterway iii. Channelized flow (waterway) distance = Distance from end of channelized flow (pasture) to basin outlet iv. Channelized flow (pasture) conveyance factor (K) = 7.0 (Table 6-2 Urban Storm Drainage Criteria Manual Volume 1, Chapter 6) v. Channelized flow (waterway) conveyance factor (K) = 15.0 (Table 6-2 Urban Storm Drainage Criteria Manual Volume 1, Chapter 6) vi. Slopes were derived from start to end of flow path elevations of existing (pre - development) terrain e. As per USR Drainage Criteria guidance and Urban Drainage Storm Drainage Manual (Volume 1, Chapter 6, 2.4.3), computed times of concentration, although higher, were chosen over the regional times of concentration for historic runoff since impervious values were below 20% (data and assumptions 2.b) f. Completed Rational Method Workbook sheets detailing the inputs and outputs for the historic runoff calculations are shown on the following two pages i. Calculated 5 -year 1 -hour historic runoff rates: • North Basin = 5.15 cfs • South Basin = 8.10 cfs TELESTQ S O L U T I O N S• I N C O R P O R A T E D Job N o : 3 0oioo-oo&-oi.ol Task: TDuvtvt Pit HidolroLorji Client:LoveLav4 Reaolu-MLXPage 5 Computed By: j. Cullor Date: 0j/23/22 Checked By: ."I-. T c)9es Date: og/23/22 Calculation Con'd: CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Catchment ID: Dunn Pit North Basin (Cell C1) - 5yr-1 hr I. Catchment Hydrologic Data Catchment ID = Area = Percent Imperviousness = NRCS Soil Type = North 61.25 Acres 2.00 % D A, B, C, or D For catchments larger than 90 acres, CUHP hydrograph and routing are recommended. Clear Worksheet II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 5 C1 = 28.50 C2= 10.00 C3= 0.786 P1= 1.11 years (input return period for design storm) (input the value of C1) (input the value of C2) (input the value of C3) inches (input one -hr precipitation --see Sheet "Design Info") Click here to accept Denver area default values for Cl, C2, & C3 III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = Overide Runoff Coefficient, C = 5-yr. Runoff Coefficient, C-5 = Overide 5-yr. Runoff Coefficient, C = 0.16 0.16 Mach :3 (enter an overide C value if desired, or leave blank to accept calculated C.) (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration Reach 2 f.` __-ot Reach 1 overland flow �I 4 LEGEND O Beginning Flow Direction Catchment Boundary NRCS Land Type Conveyance Heavy Meadow 2.5 Tillage/ Field 5 Short Pasture/ Lawns 7 Nearly Bare Ground 10 Grassed Swales/ Waterways 15 Paved Areas & Shallow Paved Swales (Sheet Flow) 20 Calculations: Clear Table Reach ID Overland Slope S ft/ft input Length L ft input 5-yr Runoff Coeff C-5 output NRCS Convey- ance input Flow Flow Velocity Time V Tf fps minutes output output 0.0040 500 0.16 N/A 0.16 51.18 1 0.0050 2,775 2 0.0016 1,220 3 4 5 Sum IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = Rainfall Intensity at Regional Tc, I = Rainfall Intensity at User -Defined Tc, I = 0.51 1.59 4,495 inch/hr inch/hr inch/hr 7.00 0.49 93.44 15.00 0.60 33.89 Computed Tc =f 178.50 Regional Tc = 34.97 User -Entered Tc = Peak Flowrate, Qp = Peak Flowrate, Qp = Peak Flowrate, Qp = 5.15 15.88 cfs cfs cfs TELESTQ SOLUTIONSSINCORPORATED Job N o : 3 0oioo-oo&-oi.of Task: T5uln,w Pit HidofroLorji Client:LoveLawd R-eaollu-MLKpage 6 cif 19 Computed By: j. auf,or Date: O/23/22 Checked By: T. Ti-gges Date: 09/23/22 Calculation Con'd: CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Catchment ID: Dunn Pit South Basin (Cells C2 & C3) - 5yr-1 hr I. Catchment Hydrologic Data Catchment ID = Area = Percent Imperviousness = NRCS Soil Type = South 101.48 Acres 2.00 70 D A, B, C, or D For catchments larger than 90 acres, CUHP hydrograph and routing are recommended. Clear Worksheet II. Rainfall Information I (inch/hr) = Cl * P1 /(C2 + Td)AC3 Design Storm Return Period, Tr = 5 years C1 = 28.50 C2= 10.00 C3= 0.786 P1= 1.11 (input return period for design storm) (input the value of C1) (input the value of C2) (input the value of C3) inches (input one -hr precipitation --see Sheet "Design Info") Click here to accept Denver area default values for Cl, C2, & C3 III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = Overide Runoff Coefficient, C = 5-yr. Runoff Coefficient, C-5 = Overide 5-yr. Runoff Coefficient, C = 0.16 0.16 Reach (enter an overide C value if desired, or leave blank to accept calculated C.) (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration Reach"' overland peach 1 fling LEGEND O Beginning r - Flow Direction Catchment Boundary NRCS Land Type Conveyance Heavy Meadow 2.5 Tillage/ Field 5 Short Pasture/ Lawns 7 Nearly Bare Ground 10 Grassed Swales/ Waterways 15 Paved Areas & Shallow Paved Swales (Sheet Flow) 20 Calculations: Clear Table Reach ID Overland Slope S ft/ft input Length L ft input 5-yr Runoff Coeff C-5 output NRCS Convey- ance input Flow Velocity V fps output 0.0045 500 0.16 N/A 1 0.0051 2,500 2 0.0014 1,975 3 4 5 Sum 4,975 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = Rainfall Intensity at Regional Tc, I = Rainfall Intensity at User -Defined Tc, I = 0.49 1.52 inch/hr inch/hr inch/hr 7.00 15.00 0.17 0.50 0.56 Flow Time Tf minutes output 49.22 83.35 58.65 Computed Tc = 191.22 Regional Tc = 37.64 User -Entered Tc = Peak Flowrate, Qp = Peak Flowrate, Qp = Peak Flowrate, Qp = 8.10 25.14 cfs cfs cfs TELESTQ INCORPORATED Job N o : 3 Oo1oo-ooO-o1ol Task: Ttuvtvt Pit HidolroLorjij Client:LoveLavt,d R.eaoli-MLXPage � �� Computed By: j. Cullor Date: 0j/23/22 Checked By: ."I-. T c)9es Date: og/23/22 Calculations (cont'd): 3. Developed Peak Runoff Rates, Hydrographs, and Volumes: a. Developed 100 -year 1 -hour peak runoff rates, runoff hydrographs and volumes were calculated so that the design event could be routed through the basins, and pit hydraulic structures could be designed b. The Rational Method Peak Runoff Prediction Workbook was again used for developed peak runoff calculations c. Required workbook parameters for developed conditions were entered into the spreadsheet including: i. Basin area (calculations 1.a), ii. NRCS soil type (data and assumptions 4.a.ii) iii. Design storm return period (data and assumptions 2.a) iv. Design storm precipitation depth (data and assumptions 4.b.iii) d. Area -weighted runoff coefficients were derived using the Rational Method Workbook by entering runoff coefficients and areas for naturally vegetated and water surface areas. Specifically: i. Percent imperviousness for naturally vegetated areas of 2.0% was retained from historic runoff calculations (data and assumptions 1.c) ii. Percent imperviousness for water surface areas were assumed to be 100% (data and assumptions 2.b) iii. Percent imperviousness's, NRCS soil types and design storm return period were used in conjunction with the Rational Method Workbook runoff coefficient equations to calculate runoff coefficients for each surface type. Workbook runoff coefficient equations are as follows: Basic equation for NRCS Soil Types C & D: C CD CD ± (0.858 *13 - 0.786'12 0.77n — 0.04) NRCS Soil Types Values of Correction Factors K 0 & K_4 Stonn Return Period 2-yr 5_ r 10-\T 25-yr 50-yr 100- r ff T 0_00 xI T y..46] 0 1Sxl H-0.21 0.2}*I TIC 3 0•,3*I C^39x[ T�, A 0_I_:'O [-0.08* +1„7.09] [-0.14* +0_17] [-Q_19*i +0_24] [-0_22*i+ft281 [-II..25* -0__,21 i. Surface area specific calculated runoff coefficients were area -weighted by entering the values calculated under step 3.d. into the Rational Method Workbook. Area -weighted runoff coefficient calculations are shown on the following two pages. Job No: 360100-006-01a Client:i-OVeLawol R.eaol J-Mi.xpage 2 of l,9 S e Task: Duvtn Pit frtuolroLogu Cu.l for Date: 0j°/23/22 Computed By: J. SOLUTIONS. INCORPORATED Checked By: T. -asses 95/23/22 Date: Calculations (cont'd): Area -Weighting for Runoff Coefficient Calculation Project Title: Dunn Pit Catchment ID: North Basin Proposed 100yr hr r Runoff - -1 Illustration LE'h.A:.1wlD ■may Flow Direction iire on Sr 77 .46 Catchment Boundary Instructions: For each catchment subarea, enter values for A and C. Subarea Area Runoff Product ID Coeff. acres A C* CA input input input output pit (CD 38.34 0.96 3&65 pasture 2a91 0.51 11.62 sum: 61.25 sum:. 48.28 Area -Weighted Runoff Coefficient (sum CA/sum A) = 039 *See sheet "'Desi€gn Info" for inperviousness-based runoff coefficient values. 0 Job No: s&oioo-oo&-oid Client:LoVeLawol RecidU-Mi.xpage`9 of 1,9 S e Task: Duvtn Pit frt aroLoglu Cu.l for Date: 0.9/2.3/22 Computed By: J. SOLUTIONS. INCORPORATED Checked By: T. -asses 95/23/22 Date: Calculations (cont'd): Area -Weighting for Runoff Coefficient Calculation Project Title: Dunn Pit Catchment ID: South Basin - Proposed IDOyr -1 hr Runoff Illustration LEGEND: 4 I Catehm eat fJ Subsea 3Acre BT Instructions: For each catchment subarea, enter value-. for A and C. Subarea Area Runoff Product ID acres Coeff. A Ct CA input input input output pit (c2) 12.14 0.96 11.61 pit (c3) 29.09 0.96 27.61 pasture 60.25 0.51 30.57 sum:: 101.48 sum: 69.99 Area -Weighted Runoff Coefficient (sum CAisum Al = 0.69 *See sheet "Design Info' for inperviousness-based runoff coefficient values. TELESTQ S O L U T I O N S• I N C O R P O RAT E D Job No: 3OO1OO-OOO-0101 Task: tRwwPit HidofroLorjij Client: L-0V&Awd R.eaolu"-M`KPage 10 o 19 Computed By: j. auf,or Date: 09/23/22 Checked By: .r. 11.c)9es Date: OJ/23/22 Calculations (cont'd): e. Time of concentration flow paths and slopes for developed runoff were again derived by dividing each basin into three hydrologic components: overland flow, channelized flow (pasture), and channelized flow (waterway). i. Overland flow distance = 500 feet ii. Channelized flow (pasture) distance = Distance from end of overland flow to waterway iii. Channelized flow (waterway) distance = Distance from end of channelized flow (pasture) to basin outlet iv. Channelized flow (pasture) conveyance factor (K) = 7.0 (Table 6-2 Urban Storm Drainage Criteria Manual Volume 1, Chapter 6) v. Channelized flow (waterway) conveyance factor (K) = 15.0 (Table 6-2 Urban Storm Drainage Criteria Manual Volume 1, Chapter 6) vi. Slopes were derived from start to end of flow path elevations of existing (pre - development) terrain f. As per the Urban Storm Drainage Criteria Manual, regional times of concentration were selected over computed times of concentration since they were the lower of the two values (Volume 1, Chapter 6, 2.4.3) g. Completed Rational Method Workbook sheets detailing the inputs and outputs for the historic runoff calculations are shown on the following two pages i. Calculated 100 -year 1 -hour developed peak runoff rates: • North Basin = 191.37 cfs • South Basin = 265.12 cfs Job No: 360100 -006 -old Client:1-0VeLawol Rtc1 Ji-Mi.)page 11 of ;9 I S flii) Task: Du.ww Pit frt aroLogu Cu.l for Date: 0.9/23/22 Computed By: J. SOLUTIONS. INCORPORATED Checked By: -asses 0.9/23/22 .r. Date: Calculation Con'd: CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Dunn Pit Catchment ID: North Basin (Cell Cl) - 10Oyr-lhr I. Catchment Hydrologic Data Catchment ID = North Clear Worksheet Area = 61.25 Acres Percent Imperviousness = NRCS Soil Type = D A, B, C, or D For catchments larger than 9O acres, CUHP hydrograph and routing are recommended. * II. Rainfall Information I cinchlhr) = Cl P1 1(C2 + Td)AC3 Design Storm Return Period, Tr = 100 years (input return period for design storm) Cl _ 28.50 the value of C1) (input Click here to accept Denver area C2= 10.00 (input the value of C2) . C3= 0.786 (input the value of C3) default values for Cl, C2, & C3 P1= 2.77 inches (input one -hr precipitation —see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.16 Overide Runoff Coefficient, C = 0.79 (enter an overide C value if desired, or leave blank to accept calculated C_) 5-yr. Runoff Coefficient, O-6 = 0.16 Overide 5-yr_ Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5) Illustration of►erland LEGEND Reath 1. Reach 2 Clow O Burg Flew Dilution. f Peach 3 Catchment Boundary NRCS Land Heavy Tillage! Short Nearly Grassed Paved. Areas & Type Meadow Field Pasture! Lawns Bare Ground Swales! Waterways Shallow Paved Swales (Sheet Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach ID Slope S Length L 5-yr Runoff NRCS Convey- Flow Velocity Flow Time Clear Table Coeff ance V Tf Wit ft C-5 fps minutes input input output input output output Overland 0.0040 500 0.16 N/A 0.16 51.18 1 0.0050 2,775 TOO 0.49 9144 2 0.0016 1,220 15.00 0.60 33.89 3 4 5 Sum 4,495 Computed Tc = 178.60 Regional Tc =I 34.97 I Use Regioi User -Entered Tc = IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1.29 inch/hr Peak Flowrate, Qp = 62.04 cfs Rainfall Intensity at Regional Tc, I = 196 inch/hr Peak Flowrate, Qp = 191.37 cfs Rainfall Intensity at User -Defined Tc, I = inchlhr Peak Flowrate, Op = #VALUE! cfs r Job No: 360100-006-o1a Client:Lover-awol R.ecidU-MIAPage 1-2 of 1,9 , S flii) Task: Du.ww Pit frt aroLogu Cu.l for Date: 0.9/23/22 Computed By: J. SOLUTIONS. INCORPORATED Checked By: -asses 0.9/23/22 .r. Date: Calculation Con'd: CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Project Title: Dunn Pit Catchment ID: South Basin CCell:s C.2 & C3)-1&Qyr-1 hr I. Catchment Hydrologic Data Catchment ID = South Clear Worksheet Area = 101.48 Acres Percent Imperviousness = NRCS Soil Type = D A, B, C, or D For catchments larger than 90 acres, CUHP hydrograph and routing are recommended. * II. Rainfall Information I cinchlhr) = Cl P1 i{C2 + Td)AC3 Design Storm Return Period, Tr = 100 years (input return period for design storm) Cl _ X8.50 the value of C1) (input Click here to accept Denver area C2= 10.00 (input the value of C2) . C3= 0.786 (input the value of C3) default values for Cl, C2, & C3 P1= 2.77 inches (input one -hr precipitation —see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coeffcient, C = 0.16 Overide Runoff Coefficient, C = 0.69 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coeffcient, 0-5 = 0.16 Overide 5-yr_ Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5_) Illustration of►erland LEGEND Reath 1. Reach 2 Clow O Burg Flew Dilution. f Peach 3 Catchment Boundary NRCS Land Heavy Tillage! Short Nearly Grassed Paved. Areas & Type Meadow Field Pasture! Lawns Bare Ground Swales! Waterways Shallow Paved (Sheet Swales Flow) Conveyance 2.5 5 7 10 15 20 Calculations: Reach ID Slope S Length L 5-yr Runoff NRCS Convey- Flow Velocity Flow Time Clear Table Coeff ance V Tf Wit ft C-5 fps minutes input input output input output output Overland 0.0045 500 0.16 N/A 0.17 49.22 1 0.0051 2,500 TOO 0.50 83.35 2 0.0014 1,975 15.00 0.56 58.65 3 4 5 Sum 4,975 Computed Tc = 191_22 Regional Tc =I 37.64 I Use Regioi User -Entered Tc = IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1.2.2' inch/hr Peak Flowrate, Qp = 85.44 cfs Rainfall Intensity at Regional Tc, I = 179 inch/hr Peak Flowrate, Qp = 265.12 cfs Rainfall Intensity at User -Defined Tc, I = inchlhr Peak Flowrate, Op = #VALUE! cfs r TELESTQ S O L U T I O N S• I N C O R P O R A T E D Job N o : 3 Oo1oo-ooO-o1.ol Task: T5uiA,w Pit HidolroLorji Client:Love!AKA Reaolu-M1XPage I3 f 19 Computed By: j. Cullor Date: 0 /23/22 Checked By: t. . T c)9es Date: og/23/22 Calculations (cont'd): h. Developed 100 -year 1 -hour runoff hydrographs were calculated for each basin so that runoff could be routed to the basin outlets for hydraulic structure sizing. Since the Rational Method Workbooks didn't have hydrograph calculation capabilities, this analysis chose the Standard Rational Hydrograph Method. This method uses the times of concentration, peak discharge rates and runoff coefficients from the Rational Method peak runoff calculations to develop triangular runoff hydrographs. Since the developed runoff coefficients for the North Basin was grater than 0.75, a receding limb factor of 1 was used for the basin. A receding limb factor of 1.33 was used for the South Basin. Runoff hygrographs are shown on the following page. Standard Rational Method The Standard Rational method simply computes the peak flow, Op = CIA. The resulting hydrograph is an isosceles triangle. eel 30 Tame (min) ¶!gndard Rational method hydrographs peak at time, Tc and have a total duration equal to 2 x Tc. Ascending Limb (AL) 'you can specify an ascending limb factor as a multiple of Tc. This value will place the Time to Peak equal to Tc x AL. Unless you have a special situation that warrants this to be different, leave as 1.0, the default. Receding Limb (RL) This value extends the receding side of the hydrograph to Tc x RL. The default is 1.0 which produces the hydrograph as shown above. Below are suggested Receding Limb factors which are based on the runoff coefficient. Receding Limb Factors for the Rational Method Runoff Coefficient (C) Suggested Receding Limb Factor 0.75 -1.C 1 0.50 - 0.75 0.30-0.50 <0.30 1: 1.5 1.6 Job No: 3OO1OO-OO&-O Client:Lovet-civet R.eaolu-M`xPage 14 c f 19 .01 i I S 9 Task: IDuv vt Pit H-jolroLorjid aullor Date: 09/23/22 Computed By: j. S O L U T I O N S• I N C O R P O RAT E D Checked By: T. Tiic)9es Date: OY23/22 i Calculation Con'd: North Basin Runoff Hydrograph 200 190 180 170 160 150 140 130 120 110 - 100 `. Cr 90 80 1•0 5 10 15 20 25 30 Time 35 40 (min) 45 50 55 60 65 70 280 South Basin Runoff Hydrograph 260 240 220 200 180 160 4- 140 :.� CY 120 100 80 60 40 20 0 0 5 10 15 20 25 30 35 40 Time 45 50 55 60 65 70 75 80 85 90 (min) TELESTQ S O L U T I O N S• I N C O R P O R A T E D Job N o : 3 0oioo-oo&-oiol Task: Ttuvtvt Pit HidolroLorjij Client:LoveLav4 Reaoli-M115 o,. 19 Computed By: j. Cullor Date: 0j/23/22 Checked By: ."I-. T c)9es Date: og/23/22 Calculations (cont'd): Developed 100 -year 1 -hour runoff volumes were calculated by summing up the areas under the curves. i. Calculated 100 -year 1 -hour developed runoff volumes: • North Basin = 401,526 cu. ft. • South Basin = 697,534 cu. ft. 4. Stage -Storage Relationships a. Stage -storage relationships were developed for pit cells C1 and C3 in order to determine how the developed runoff hydrographs would affect water elevations in the pits and in turn to size the associated outlet hydraulic structures. A stage -storage relationship was not developed for cell C2 because its water surface is controlled by an adjustable outlet weir (Detail B) which discharges to cell C3. The cell C2 water surface at the time of the runoff event should be at the elevation of the outlet. Therefore, cell C2 has no effective storage and for simplicity this analysis assumes that the runoff hydrograph will be passed instantaneously from cell C2 to cell C3. b. As shown in the Stormwater Management Plan Sheet 2 of the Drainage Narrative the predicted post -mining static water surface elevation of cell C1 is expected to be 4,737.5 ft and the post -mining static water surface elevations of cells C2 and C3 are expected to be 4,735.0 ft. Also, as shown on Sheet 2, the crest elevation of the cell C1 adjustable outlet weir (Detail A) will be 4,737.5 ft. Therefore, cell C1 has no effective storage and the incoming flood hydrograph will immediately cause discharges from the pit. Sheet 2 also shows that the riprap inlet/outlet weir of cell C3 is at an elevation of approximately 4,740.0 ft and 5 ft higher than the expected static water surface elevation in the pit. Therefore, cell C1 has 5 feet of effective storage before the incoming flood hydrograph will discharge to the river. c. Stage -storage relationships for cells Cl and C3 were developed in ACAD using the Site's mine plan. The cell C1 stage -storage relationship only shows the region above the outlet weir crest this cell has no effective storage. The cell C3 stage storage - storage relationship shows elevations from the expected static water surface to the riprap inlet/outlet weir. Stage -storage relationships are shown on the next page. Job No: 3601oo-oo&-old Client:LoveLen&G R.eadk-MI-x - 26 of ?L TELEST© Task: AuvwL. Pit H- c roLog j Computed By:_J. aucttor D. 00/23/22 SOLUTIONSSINCORPORATED Checked By: T. YL99es _Date: 09/23/22 Calculation Con d: Cell Cl Stage -Storage Relationship 31: 2.5 L in L C) U Z ci 0 Q ci 2.0 1.5 1.0 - s' . .e • _ 0.5 �'. 0.0 0.0 -1.0 Un U I- -3.0 0 a m +J -4.0 -5.0 y = -9.19810E-15x2 + 7.58344E -07x Rz = 9.99989E-01 0 500,000 1,000,000 1,500,000 2,000,000 2,500,000 3,000,000 3,500,000 4,000,000 Storage Above Weir Crest (cu. ft.) Cell C3 Stage -Storage Relationship Storage Below Weir Crest (cu. ft.) 0 1,000,000 2,000,000 3,000,000 4,000,000 5,000,000 6,000,000 7,000,000 •I • •0•_ y=9E-07x-4.972 R2=09999 I� s• a - M e TELESTQ S O L U T I O N S• I N C O R P O FLAT E D Job No: 3OO1OO-OOO-01O1 Task: tRwwPit HidofroLorji Client: LoveLawd R.eaolt-M`KPage f 19 Computed By: j. auf,or Date: 09/23/22 Checked By: T. Tiic)9es Date: OY23/22 Calculations (cont'd): 5. Pit Flood Routing and Hydraulic Structure Design a. The cell C3 developed 100 -year 1 -hour runoff volume as presented in calculations 3.1 was 697,534 cu. ft. Since the effective storage below the riprap inlet/outlet weir in cell C3 is 5,750,000 cu. ft. (calculations 4.c) there will be no expected runoff from the South Basin into the Big Thompson River as a result of the 100 -year 1 -hour storm event. Therefore, no hydraulic outlet structures are required on cell C3 to limit the pit discharge to the 5 -year 1 -hour peak runoff rate as determined in calculations 2.f. b. The cell C1 pit stage -storage relationship was used in conjunction with the rectangular contracted weir equation to route the developed 100 -year 1 -hour runoff hydrograph through the pit and to size the pit outlet weir. The contracted weir equation is as follows: The Equation used zie .err m rye the flow rate `-' of a Rectangular Contracted Weir is] i±2 L Where: = Flow Rate in cfs. = Bottom width of the weir in feet. II = Height of the upstream water above the weir crest in feet. i. The maximum discharge rate used in the weir discharge equation was 5.15 cfs as determined in calculations 2.f ii. The height above the weir crest was determined by relating the inflow hydrograph with the stage -storage relationship and by using the continuity equation as follows: Qin Q0ut o Storage iii. The width of the outlet weir was varied until the discharge rate was less than 5.15 cfs. Calculations are presented on the following page. iv. The resulting chosen weir width was 4.0 ft corresponding to a discharge of 2.16 cfs. This discharge occurred at the maximum pool height of 0.30 ft above the weir crest. A weir width of 4.0 feet was chosen over a wider width because it would limit the size of the downstream weir box. Since cell C1 has 3.5 ft or 3,500,000 cu. ft. of effective storage above the weir crest, the loss of discharge capacity resulting from a 4.0 ft weir width was determined to not be of concern. TELESTQ S O L U T I O N S• I N C O R P O RAT E D Job No: 3OO1OO-OOO-0101 Task: tuln,w Pit HiddroLocji Client:Lovel-awd R.eaolu-M`KPage 1g 19 Computed By: j. CuLLor Date: 09/23/22 Checked By: T. Tiic)9es Date: OJ/23/22 Calculations (cont'd): Bottom Width of Weir Maximum Storage Inflow Volume Maximum Height Above Weir Crest Outflow Volume Maximum Weir Discharge Rate Time (min) Cell C1 Inflow Rate (cfs) 5 27.4 10 54.7 15 20 25 30 35 40 45 136.5 50 109.1 55 81.8 60 54.4 65 27.0 70 0 75 80 85 82.1 109.4 136.8 164.2 191.4 163.8 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 190 195 200 205 210 215 Cell C1 Incremental Inflow Volume (cu. ft.) 8,208 16,417 24,625 32,834 41,042 49,251 57,410 49,152 40,944 32,735 24,527 16,318 8,110 0 Cell C1 Cumulative Inflow Volume (cu. ft.) 4.00 ft 397,613 cu. ft. 401,575 cu. ft. 0.30 ft 401,117 cu. ft. 2.16 cfs Cell C1 WS Height Above Weir Crest (ft) Cell C1 Weir Discharge Rate (cfs) 8,208 0.006 0.007 24,625 0.019 0.036 49,251 0.037 0.099 82,085 0.062 0.211 123,127 0.093 0.384 172,378 0.130 0.630 229,788 0.173 0.962 278,940 0.210 1.277 319,884 0.241 1.560 352,620 0.265 1.798 377,147 0.283 1.981 393,465 0.295 2.104 401,575 0.301 2.163 401,575 0.300 2.158 401,575 0.300 2.153 401,575 0.299 2.148 401,575 0.299 2.143 401,575 0.298 2.138 401,575 0.298 2.132 401,575 0.297 2.127 401,575 0.297 2.122 401,575 0.296 2.117 401,575 0.296 2.112 401,575 0.295 2.107 401,575 0.295 2.102 401,575 0.294 2.097 401,575 0.294 2.092 401,575 0.293 2.087 401,575 0.293 2.082 401,575 0.292 2.078 401,575 0.292 2.073 401,575 0.291 2.068 401,575 0.291 2.063 401,575 0.291 2.058 401,575 0.290 2.053 401,575 0.290 2.048 401,575 0.289 2.044 401,575 0.289 2.039 401,575 0.288 2.034 401,575 0.288 2.029 401,575 0.287 2.024 401,575 0.287 2.020 401,575 0.286 2.015 *max discharge of 5.15 cfs from 5yr 1hr event Cell C1 Incremental Outflow Volume (cu. ft.) Cell C1 Cumulative Outflow Volume (cu. ft.) Cell C1 Storage Above Weir Crest (cu. ft.) 0 0 8,208 10.7 10.7 24,615 29.8 40.6 49,210 104 81,981 219 122,908 189 408 171,970 288 697 229,091 383 1,080 277,861 468 1,548 318,336 2,087 350,532 594 2,682 374,465 631 3,313 390,152 649 3,962 397,613 647 4,609 396,966 646 5,255 396,320 644 5,899 395,676 643 6,542 395,033 641 7,183 394,392 7,823 393,752 638 8,461 393,114 9,098 392,477 635 9,733 391,842 10,367 391,208 632 10,999 390,576 11,630 389,945 629 12,259 389,316 628 12,887 388,688 626 13,513 388,062 625 14,138 387,438 623 14,761 386,814 622 15,383 386,192 620 16,003 385,572 619 16,622 384,953 17,239 384,336 616 17,855 383,720 614 18,470 383,105 613 19,083 382,492 612 19,694 381,881 20,305 381,271 20,913 380,662 607 21,521 380,055 606 22,127 379,449 604 22,731 378,844 63.4 115 539 640 637 634 631 617 610 609 1. TELESTQ S O L U T I O N S• I N C O R P O R A T E D Job N o : 3 0oioo-oo&-oiol Task: T5uiA,w Pit HidolroLorjij Client:Lovelac( R.eaolu-mlXPage 19 ,,. 19 Computed By: j. Cullor Date: O /23/22 Checked By: ."I-. T c)9es Date: og/23/22 Results and Discussion: 1. It was determined that cell C3 of the South Basin has adequate storage capacity to retain the 100 -year 1 -hour runoff event without discharge to the Big Thompson River. Therefore, no pit outlet hydraulic structures are required to limit the South Basin discharge to less that the historic 5 -year 1 -hour peak runoff rate. 2. It was determined that the cell C1 outlet weir of the North Basin needed to be sized to limit the 100 -year 1 -hour runoff rate to less than the historic 5 -year 1 -hour peak runoff rate. A weir width of 4.0 ft was chosen for this structure. Conclusions and Recommendations: 1. The calculation set achieved the objectives of meeting the requirements of the Weld County Storm Drainage Criteria and the USR Drainage Requirements 2. The pit designs and hydraulic structures detailed in the Stormwater Management Plan Sheet 2 of the Drainage Narrative are designed and sized to meet these regulatory requirements References: NOAH Atlas 14 (2022). Web application. https://hdsc.nws.noaa.gov/hdsc/pfds/pfds map cont.html NRCS Web Soil Survey (2022). Web application. https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx Urban Drainage and Flood Control District (2005). Peak Runoff Prediction by the Rational Method. Excel spreadsheet Version 1.02a. Released August 2005. Urban Drainage and Flood Control District (2017). Urban Storm Drainage Criteria Manual Volume 1, Chapter 5 Rainfall. March. Urban Drainage and Flood Control District (2018). Urban Storm Drainage Criteria Manual Volume 1, Chapter 6 Runoff. August. Weld County (2019). Weld County, CO Charter and County Code Article XI. — Storm Drainage Criteria. Downloaded 11/16/21. Weld County (2021). Use by Special Review (USR) Drainage Requirements. September 10. 40° 21' 10" N 40° 20' 20" N 040 52' 49" W 510200 510300 510400 510500 510600 510700 510800 510900 511000 511100 511200 511300 104° 52' 49" W 510200 510300 Soil Map may no 510400 Hydrologic Soil Group —Weld County, Colorado, Southern Part (PropertyBoundary_DunnPit_FromMinePlan) 510500 510600 510700 Map Scale: 1:7,480 if printed on A portrait (8.5" x 11") sheet. 0 100 200 510800 400 510900 Meters 600 Feet 0 350 700 1400 2100 Map projection: Web Mercator Corner coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 511000 511100 511200 04° 52'0"W 511300 Lt) 8 3 C Ln 40° 21' 10" N 40° 20'20"N Natural Resources allos Conservation Service Web Soil Survey National Cooperative Soil Survey 9/13/2022 Page 1 of 4 Hydrologic Soil Group —Weld County, Colorado, Southern Part (PropertyBoundary_DunnPit_FromMinePlan) MAP LEGEND Area of Interest (AOI) Area of Interest (A01) Soils Soil Rating Polygons A A/D B B/D C C/D D Not rated or not available Soil Rating Lines off 10-44# A A/D B B/D C 0 C/D D Not rated or not available Soil Rating Points 0 O O A A/D B B/D a 0 MAP INFORMATION C The soil surveys that comprise your AOI were mapped at 1:24,000. C/D D Not rated or not available Water Features Streams and Canals Transportation Rails Interstate Highways US Routes Major Roads Local Roads Background Vd. Aerial Photography Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Weld County, Colorado, Southern Part Survey Area Data: Version 20, Aug 31, 2021 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 8, 2021 Jun 12, 2021 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. .\ Natural Resources alal Conservation Service Web Soil Survey National Cooperative Soil Survey 9/13/2022 Page 2 of 4 Hydrologic Soil Group —Weld County, Colorado, Southern Part PropertyBoundary_DunnPit_FromMi nePlan Hydrologic Soil Group Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 3 Aquolls gravelly and Aquents, substratum D 107.1 92.7% 64 Thedalund loam, percent slopes 1 to 3 C 3.2 2.8% 85 Water 5.2 4.5% Totals for Area of Interest 115.6 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. __ Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 9/13/2022 Page 3of4 Hydrologic Soil Group —Weld County, Colorado, Southern Part PropertyBoundary_DunnPit_FromMi nePlan Rating Options Aggregation Method: Dominant Condition Component Percent Cutof• None Specified Tie -break Rule: Higher __ Natural Resources Web Soil Survey Conservation Service National Cooperative Soil Survey 9/13/2022 Page 4of4 NOAA Atlas 14, Volume 8, Version 2 Location name: Johnstown, Colorado, USA* Latitude: 40.3428°, Longitude: -104.8716° Elevation: 4739.8 fr' * source: ESRI Maps ** source: USGS POINT PRECIPITATION FREQUENCY ESTIMATES Sanja Perica, Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael St. Laurent, Carl Trypaluk, Dale Unruh, Michael Yekta, Geoffery Bonnin NOAA, National Weather Service, Silver Spring, Maryland PF tabular I PF graphical I Maps & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration 5 -min 0.240 (0.188-0.307) 10 -min 15 -min 30 -min 60 -min 2 -hr 3 -hr 6 -hr 12 -hr 24 -hr 2 -day 3 -day 4 -day 7 -day 10 -day 20 -day 0.351 (0.275-0.449) 0.428 (0.336-0.548), 0.572 (0.448-0.732) 0.708 (0.555-0.907) 0.845 (0.668-1.07) 0.927 (0.737-1.17) 1.09 (0.873-1.36) 1.28 (1.03-1.58) 1.53 (1.25-1.87) 1.77 (1.46-2.13) 1.93 (1.60-2.31) 2.06 (1.71-2A5) 2.34 (1.96-2.76) 0.288 (0.226-0.369) 0.422 (0.330-0.541) 0.514 (0.403-0.659) 0.686 (0.537-0.879) 1 0.839 (0.657-1.08) 0.992 (0.784-1.26) 1.08 (0.857-1.36) 1.27 (1.01-1.58) 1.52 1.23-1.87) 0.385 (0.300-0.494) 0.563 (0.440-0.724) 0.687 (0.536-0.883) 0.914 (0.714-1.18) Average recurrence interval (years) 10 0.481 (0.374-0.622) 0.705 0.547-0.911) 0.859 (0.667-1.11) 1.14 (0.887-1.48) 1.11 (0.867-1.43) 1.31 (1.03-1.66) 1.41 (1.12-1.79) 1.65 (1.31-2.06) 1.98 1.59-2.45) 1.81 (1.48-2.21) 2.10 (1.73-2.53) 2.26 (1.87-2.72) 2.40 (1.99-2.86) 2.73 (2.29-3.23) 2.58 3.02 (2.17-3.03) (2.54-3.56) 30 -day j 45 -day 60 -day 3.30 3.82 (2.80-3.83) J (3.24-4.44) 3.87 (3.30-4.46) 4.54 (3.90-5.21) 5.08 (4.39-5.80) 4.45 (3.80-5.14) 5.23 (4.49-6.00) 5.87 (5.06-6.71) 2.32 (1.89-2.84) 2.68 (2.20-3.25) 2.85 (2.35-3.43) 3.00 (2.48-3.59) 3.41 (2.84-4.04) 3.76 (3.15-4.44) 4.67 (3.95-5.45) 1.39 (1.08-1.80) 1.64 (1.28-2.10) 1.77 (1.39-2.25) 2.05 (1.62-2.57) 2.42 (1.94-3.02) 2.80 (2.26-3.44) 3.21 (2.62-3.90) 3.39 2.78-4.09) 3.53 (2.91-4.25) 4.00 (3.31-4.76) 4.39 (3.66-5.20) 5.37 (4.52-6.29) 5.40 1 (4.59-6.25) 6.32 (5.41-7.27) 7.12 (6.12-8.16) 6.17 (5.22-7.17) 7.21 (6.13-8.32) 8.12 (6.94-9.34) 25 0.639 (0.490-0.890) 50 0.779 (0.578-1.09) 0.935 (0.718-1.30) 1.14 (0.875-1.59) 1.52 (1.17-2.12) 1.86 (1.43-2.61) 2.20 (1.72-3.06) 2.38 (1.87-3.30) 2.72 (2.15-3.71) 3.14 2.48-4.16) 3.55 (2.81-4.62) 3.99 (3.18-5.09) 4.18 3.34-5.29) 4.34 (3.48-5.46) 4.84 (3.90-6.00) 5.27 4.26-6.46) 6.33 (5.15-7.63) 7.21 (5.89-8.61) 8.38 (6.88-9.91) 9.44 (7.77-11.1) 1.14 (0.847-1.60) 1.39 (1.03-1.95) 1.85 (1.38-2.60) 2.29 (1.70-3.22) 2.72 (2.04-3.79) 2.95 (2.23-4.09) 3.34 (2.55-4.57) 3.76 2.88-5.03) 4.18 (3.23-5.50) 4.64 (3.60-5.99) 4.84 3.77-6.20) 5.00 (3.92-6.37) 5.52 (4.35-6.93) 5.97 (4.71-7.42) 7.07 (5.63-8.64) 8.00 (6.40-9.69) 9.26 (7.44-11.1) 10.4 (8.40-12.4) 100 0.937 (0.670-1.35) 1.37 (0.980-1.97) 1.67 (1.20-2.41) 2.23 (1.59-3.21) 2.77 1.98-3.99) 3.31 (2.39-4.72) 3.59 (2.62-5.10) 4.05 2.97-5.66) 4.45 (3.29-6.11) 4.88 (3.63-6.58) 5.34 (4.00-7.07) L5.54 (4.18-7.28) L5.71 4.32-7.46 6.23 (4.74-8.02) 6.68 (5.10-8.51) 7.80 6.01-9.77 8.77 (6.80-10.9) 10.1 (7.87-12.4) 11.3 (8.86-13.8) 200 1.11 (0.762-1.65) 1.63 (1.12-2.41) 1.99 (1.36-2.94) 2.65 (1.81-3.93) 500 1.37 (0.901-2.09) 2.01 (1.32-3.06) 2.45 (1.61-3.73) 3.27 (2.15-4.98) 3.31 4.12 (2.27-4.92) (2.71-6.29) 3.98 4.97 (2.75-5.84) (3.30-7.49) 4.33 (3.02-6.32) I 4.85 41-6.97) 5.22 (3.70-7.36) 5.65 (4.03-7.83) 6.09 (4.38-8.29) 6.30 4.56-8.51) 6.47 (4.70-8.69) 6.98 (5.10-9.23) 7.41 (5.44-9.70) 8.54 (6.32-11.0) 9.55 (7.11-12.2) 10.9 (8.19-13.8) 5.44 (3.64-8.14) 6.05 (4.08-8.92) 6.35 (4.31-9.19) 6.75 (4.63-9.62) 7.14 (4.94-10.00) 1000 1.59 (1.01-2.42) 2.33 (1.47-3.55) 2.84 (1.80-4.33) 3.79 (2.40-5.78) 4.81 (3.04-7.33) 5.82 (3.72-8.75) 6.38 (4.10-9.52) 7.06 (4.59-10.4) 7.27 4.78-10.6) 7.66 (5.09-11.0) 7.99 (5.37-11.3) 7.37 (5.13-10.2) 7.54 (5.27-10.4) 8.00 (5.63-10.9) 8.40 (5.93-11.3) 9.51 (6.78-12.6) 10.5 (7.57-13.8) 12.0 (8.66-15.6) 12.2 (9.19-15.3) 13.4 (9.67-17.2) 8.23 5.56-11.5) 8.40 (5.71-11.7) 8.81 (6.04-12.1) 9.16 (6.31-12.5) 10.2 (7.13-13.8) 11.3 (7.92-15.1) 12.8 (9.02-16.9) 14.2 (10.0-18.6 Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Numbers in parenthesis are PF estimates at lower and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values. Please refer to NOAA Atlas 14 document for more information. Back to Top PF graphical PDS-based depth -duration -frequency MIDI) curves Latitude: 403428°r Longitude: -104.8716° Precipitation depth (in) c c n C I Average recurrence interval (years) NOAA Atla5 14, Volume B, Version 2 C e � rti ric Duration A (13 ra V FL CA y p > eu ,u rut 4�t V 6 6 LA N rn igt Created (GM Tue Sep 13 22:17:04 2022 Back to Top Maps & aerials Small scale terrain °`! r; .� i racUirerlee ritmai (y$er`s) 1 2 10 25 50 100 200 500 1000 uratin 5 -min a 0 -min 5 Mrl 2 -hr 3 -hr 12nr 24-tw 2 -day 3 -day 4_elay 7 -allay 10 -day 20 -day JO -day 45 -day 50-daw sic s\s„ \N, N 3km II 2mi r • 4, ate. til Large scale terrain 100km 60mi Large scale map Fort oI eyervp S IGreeley L& f moot S�ouu tier 9. 100km 1 60mi Large scale aerial Back to Top US Department of Commerce National Oceanic and Atmospheric Administration National Weather Service National Water Center 1325 East West Highway Silver Spring, MD 20910 Questions?: HDSC.Questions@noaa.gov Disclaimer TELESTO S O L U T I O N S • 1 N C O R P O R A, T E D May 17, 2022 Via Electronic Mail Weld County Public Works Department 1111 H Street Greeley, Colorado 80631 Subject: Dunn Pit, Use by Special Review Stormwater Detention Exemption Drainage Narrative To Whom it May Concern: Loveland Ready -Mix Concrete, Inc. (LRM) proposes the construction and operation of a new sand and gravel mine (Project). The Project will be located at the northwest corner of Colorado Highway 257 and Weld County Road 48'/2 in Weld County (Site; Figure 1). The proposed mining operations will include the recovery of sand and gravel resources to produce concrete to serve the Northern Colorado area. Weld County's use by special review (USR) drainage requirements allow for the completion of a drainage narrative in lieu of a drainage report for certain land uses. LRM hereby requests an exemption to stormwater detention and presents this drainage narrative based on the Project's intended operational use as a gravel pit. PROJECT DESCRIPTION The Site is currently undeveloped and is used for cattle grazing and oil extraction. The proposed Project plans to develop the Site as a sand and gravel mine. Specific development activities include: • Constructing a Site access road and bridge from the proposed Site entrance northward across the Big Thompson River • Excavating three aggregate mine cells to a depth of approximately 30 feet, which will become unlined, groundwater -fed lakes • Hauling the mined aggregate to LRM's permitted Johnstown concrete, batch plant for processing • Reclaiming the mined slopes above the groundwater table and establishing new wetlands in and around the mined cells During mining, LRM will temporarily stockpile mined aggregate for approximately 1 -day to allow the material to drain before hauling. LRM will conduct reclamation concurrent to mining and anticipates no long-term storage of reclamation materials in the floodplain. Figure 2 shows the final configuration of the Project. No permanent structures will be Colorado Office (Corporate) New Mexico Office 750 14th Street SW Loveland, Colorado 80537 970-484-7704 / 970-484-7789 (FAX) 1303 Pope Street Silver City, New Mexico 88061 575-538-5620 / 575-538-5625 (FAX) To: Weld County Public Works Department Date: May 17, 2022 Page 2 erected during the Project besides the Big Thompson River bridge. The bridge will remain in place after mining is complete. EXISTING SITE HYDROLOGY Flow Patterns The Big Thompson River runs west to east through the center of the Site (Figure 1). Stormwater currently runs onto the Site, across the Site, and toward the Big Thompson River from the north, south and west. Stormwater is discharged from the Site along the eastern property line via the Big Thompson River. Ditches The Thompson and Platte Ditch is located approximately 500 feet to the south of the Site while the Hill and Brush Ditch adjoins a portion of the northwest property line (Figure 1). Hill and Brush Ditch return flows are discharged to the Big Thompson River approximately 200 feet upstream of the Site. There are no ditches located on the Site. Floodplain/Floodway Status The Site lies entirely within the 100 -year floodplain and almost entirely within the regulatory floodway (Figure 3). PROPOSED SITE HYDROLOGY Flow Patterns Upon completion of the Project, surface water will continue to enter and exit the Site following pre -development patterns. Within the boundaries of the Site, the Project proposes to pass flood flows between the river and the proposed mine cells in the following manner (Figure 2): • Floodwater will enter cells Cl and C2 via one of two pit inlet weirs along the Big Thompson River near the western Site boundary. • Floodwater will flow between cells C2 and C3 via overland flow across the existing gravel road or via an adjustable outlet weir and pipeline. • Floodwater will be discharged from cell C 1 into the Big Thompson River near the eastern Site boundary via overland flow or via an adjustable outlet weir and channel. • Floodwater will enter/exit cell C3 from/to the Big Thompson River via overland flow and across a pit inlet/outlet weir near the eastern Site boundary. 20220517 Drainage Narrative TELEST® fOtutlOMfr,n •:p I,O..11l: To: Weld County Public Works Department Date: May 17, 2022 Page 3 Although some floodwater will move between cells C2 and C3, and from cell Cl to the Big Thompson River via adjustable outlet weirs, the primary purpose of these adjustable weirs is not to pass stormwater but to regulate non -flood pit water elevations. The primary conveyance of stormwater flows between cells C2 and C3, and from cell Cl to the Big Thompson River will be via overland flow. Sincerely, Telesto Solutions, Inc. I Jonathan Cullor, or, PE Senior Engineer JC:tt 20220517 Drainage Narrative TELEST® fOtutlOMfr,n •:p I,O..11l: R:1WeIdCounty\DunnPit LRM1Products\Permits\WeldCo USR\Development Review\Drainage Narrative\ AP PROJECT:: 360100 TASK: 006-01D PREPARED BY: TELEST LUTIONSPSO I !t I' O W A It U I I FIGURE 1 SITE LOCATION PREPARED FOR: LOVELADD READY•MIIX CONCRETE web services provided by FEMA. This map was exported on 7/27/2021 and does not reflect changes or amendments subsequent to this date. The NFHL and effective information may change or become superseded by new data over time. SOtW71 Or!S• i rw C O H r u K w I Loveland., Colorado 19701 184-7704 w wr.teleso-inc.com Dust Abatement Plan Dunn Pit Operations Prepared for Loveland Ready -Mix Concrete, Inc. PO Box 299 Loveland, Colorado 80539 Prepared by Telesto Solutions Inc. 750 14t" Street SW, Loveland, Colorado 80537 October 2021 TELESTO 50 L U T I ON S• I A C " R F' R AT E D Loveland Ready -Mix 20220105 dust abatement plan dunnpit Telesto Solutions, Inc. October 2021 Dust Abatement Plan Dunn Pit Operations October 2021 TELESTO SOLUTIONS* Report Authors and Contributors Telesto Solutions, Inc. Jessica Menconi — Primary Author Taryn Ticges — Report Review Loveland Ready -Mix 20220105 dust abatement plan dunnpit ii Telesto Solutions, Inc. October 2021 Table of Contents 1.0 SUMMARY 1 2.0 PROJECT OVERVIEW 1 2.1 Proposed Mining Operations 1 2.2 Potential Dust Sources 2 3.0 DUST CONTROL PLAN 2 3.1 Limited Footprint 3 3.2 Wet Mining Operation 3 3.3 Vehicle Speed Limits 3 3.4 Water Truck 4 3.5 Housekeeping 4 4.0 SILICA DUST 4 5.0 AIR POLLUTION EMISSION NOTICE 5 List of Appendices Appendix A Submitted APEN Loveland Ready -Mix 20220105 dust abatement plan dunnpit iii Telesto Solutions, Inc. October 2021 1.0 SUMMARY Loveland Ready -Mix Concrete, Inc. (LRM) proposes the construction and operation of a new sand and gravel mine (Project). The Project will be located in the northwest corner of Colorado Highway 257 and Weld County Road 48 1/2 in Weld County (Dunn Pit). The proposed mining operations will include the recovery of available sand and gravel resources to produce concrete to serve the Northern Colorado community. The subject Dust Abatement Plan (Plan) details dust control measures which will be adhered to in order to minimize impacts associated with the Project. 2.0 PROJECT OVERVIEW Existing neighborhood uses within the vicinity of the Project are diverse, ranging from single family residential to recreation and farming. Geologically, the area is well -suited to sand and gravel mining due to the presence of the Big Thompson River. The Project's life is estimated at approximately 25 years. Aggregate mining will be progressive, so that the active mining footprint will be minimized. Mining will be phased, with specific on -site locations prepared for mining and actively mined over a one- to two- year window. LRM plans to mine the Project wet, therefore the open pits will contain water. This progressive, or phased, and wet mining approach to the mine plan will likewise limit the mining footprint that might produce fugitive dust. Note that LRM has operated its Loveland aggregate mine since 1955 and therefore has a long history with the evolving practices of fugitive dust management working alongside various groups of neighbors. 2.1 Proposed Mining Operations The proposed mining operations are patterned after similar LRM aggregate pits in Loveland and Johnstown, with the addition of wet mining. A broad overview of proposed activities associated with the Project is included below. Loveland Ready -Mix 20220105 dust abatement plan dunnp t 1 October 2021 TELESTO Before mining begins, the top layer of topsoil will be stockpiled for use in reclamation. During the mining phase, sand, gravel, and cobble aggregate will be extracted and transported off site for processing. 2.2 Potential Dust Sources Potential dust sources include dry exposed earthen surfaces, such as unpaved roads, unpaved surfaces around the active mine operations, and topsoil stockpiles. Dust associated with these sources could be released during the excavating and transportation process if control measures are not taken. The main traffic accessing the site will be four 22 -ton tandem dump trucks, with a total of 74 trip -ends (37 trips) daily. Because the aggregate will be mined wet, there is little potential for dust release from the aggregate or mine pit surfaces. Any aggregate stockpiled on site will be temporary and will retain in -situ moisture from the wet mining process. This Plan will outline general practices to control dust production that are tailored toward both the physical sources of dust, as well as the handling practices used during excavation and transport. 3.0 DUST CONTROL PLAN The Project will be designed and operated to limit fugitive dust and will not result in substantial adverse impact to the surrounding area or community. An overview of dust control methods is provided below. Watering of the roads will be the main measure taken to directly control fugitive particulate emissions. Topsoil stockpiles will be compacted to minimize fugitive dust. Due to the limited mining footprint topsoil stockpiles will be temporary and placed along mining cell banks as part Loveland Ready -Mix 20220105 dust abatement plan dunnp t 2 October 2021 TELESTO of concurrent reclamation. Any topsoil pile that remains for longer than 12 months will be revegetated. Access roads will be compacted and graveled to adequately support the haul trucks. The main access road, from W CR 48 1/2 to the Project, will have a vehicle trafficking pad that will trap mud and dust from vehicle tires. During mining, the length of time that unvegetated or unreclaimed surfaces are exposed to atmosphere during the mining process will be limited. 3.1 Limited Footprint Mine development includes phased mining operations and reclamation to minimize unreclaimed or unvegetated surfaces to atmospheric conditions. LRM plans mining in 5 - acre increments. Topsoil removal commences immediately before mining. After LRM excavates and stockpiles topsoil, mining starts. Reclamation will be conducted on each 5 - acre increment after that section is mined. 3.2 Wet Mining Operation The wet mining process eliminates the aggregate mining process itself as a concern for fugitive dust release. A majority of the mined aggregate will be located below the pre - mining water table, and the mined material will retain much of its in -situ moisture. Saturated mined aggregate will be stockpiled, allowed to drain by gravity for up to several days, then transported off site, thereby minimizing dust during handling and transportation activities. 3.3 Vehicle Speed Limits To limit fugitive dust kicked up by tires, speed limits will be posted and enforced with a maximum allowable speed of 10 miles per hour. Loveland Ready -Mix 20220105 dust abatement plan dunnp t 3 October 2021 TELESTO 3.4 Water Truck A water truck will be on -site during mining operations. Water will be sprayed on roads and other exposed surfaces as needed to suppress fugitive dust and stabilize dirt surfaces. 3.5 Housekeeping Fines associated with the haul roads are the major source of fugitive dust. All Project features utilized by LRM are designed to maintain wet surfaces or reduce fines from surfaces within the site boundary. Trucks will pass the vehicle trafficking pad before leaving the site to help minimize the transportation of earthen material and fugitive dust from the road surface. 4.0 SILICA DUST Discussions with neighbors to the proposed project have brought to light that the creation of and exposure to fine particles of crystalline silica dust may be a concern for the community. In 2007, LRM commissioned an Industrial Hygiene Report that confirmed compliance with OSHA's (Occupational Safety and Health Administration) final rule on Occupational Exposure to Crystalline Silica in Construction, Standard Number 1926.1153. Previous testing at another facility confirmed that employees working directly with aggregate processing equipment and truck loading operations were below Permissible Exposure Levels (PEL) established by OSHA, and thus no monitors are warranted. Subsequent Mining Safety and Health Administration (MSHA) inspections confirm that silica levels are below PELs at other LRM facilities. LRM's operations at Dunn Pit will meet State of Colorado standards and will be subject to enforcement via MSHA. In the Guide to Working Safely with Silica issued by the U.S. Department of Labor, National Institute for Safety and Health, examples of engineering controls to reduce or eliminate silica in the air include water sprays, wet drilling, and generally minimizing dust Loveland Ready -Mix 20220105 dust abatement plan dunnp t 4 October 2021 TELESTO by following good work practices. OSHA Standard Number 1926.1153 c, Table 1, for respirable crystalline silica, specifies the following engineering work practice and control method for heavy equipment and utility vehicles for tasks such as grading and excavating: apply water and/or dust suppressants as necessary to minimize dust emissions. There will be no crushing, grinding, chipping, or blasting done at this site. 5.0 AIR POLLUTION EMISSION NOTICE The Colorado Department of Public Health and Environment (CDPHE) requires the submission of an Air Pollution Emission Notice (APEN) for the operation of the construction and operation of the sand and gravel mine itself. In accordance with the standards set out by the CDPHE, the sand and gravel mine is classified as a minor facility and as a minor emission source. The APEN has been submitted for the Project; it is anticipated that the required APEN will be approved before Project operation begins. The APEN outlines specific operational parameters such as throughput, hours of operation, and other parameters that will become conditions of the permit. The submitted APEN is included in Appendix A. Loveland Ready -Mix 20220105 dust abatement plan dunnp t 5 October 2021 TELESTO Appendix A Submitted APEN Mining Operations APEN - Form APCD-222 Air Pollutant Emission Notice (APEN) and Application for Construction Permit All sections of this APEN and application must be completed for both new and existing facilities, including APEN updates. Incomplete APENs will be rejected and will require re -submittal. Your APEN will be rejected if it is filled out incorrectly, is missing information, or lacks payment for the filing fee. The re -submittal will require payment for a new filing fee. This APEN is to be used for mining operations (i.e. quarries, pits, or mines). This APEN may also be used to report haul road activities at non -mining facilities. Additional APENs may be required for process equipment located at the mine. A specialty APEN may be available for the process equipment (e.g. asphalt plant, crusher/screen, concrete batch plant, engines, etc.). In addition, the General APEN (Form APCD-200) is available if the specialty APEN options will not satisfy your reporting needs. A list of all available APEN forms can be found on the Air Pollution Control Division (APCD) website. This emission notice is valid for five (5) years. Submission of a revised APEN is required 30 days prior to expiration of the five-year term, or when a reportable change is made (significant emissions increase, increase production, new equipment, change in fuel type, etc.). See Regulation No. 3, Part A, II.C. for revised APEN requirements. Permit Number: AIRS ID Number: I I Section 1 - Administrative Information Company Name: Mine/Pit Name: Mine/Pit Location: Loveland Ready -Mix Concrete, Inc. Dunn Pit N 40.341276, W -104.874737 Milliken, CO Mailing Address: PO Box 299 (Include Zip Code) Mine/Pit Location County: Weld NAICS or SIC Code: 1442 Loveland, CO 80539 Contact Person: Stephanie Fancher-English Phone Number: 970.667.2680 E -Mail Address2: stephanief@Lrmconcrete.com 1 Use the full, legal company name registered with the Colorado Secretary of State. This is the company name that will appear on all documents issued by the APCD. Any changes will require additional paperwork. 2 Permits, exemption letters, and any processing invoices will be issued by the APCD via e-mail to the address provided. alp COLORADO Permit Number: AIRS ID Number: / / Section 2 - Requested Action ❑� NEW permit OR newly -reported emission source - OR - O MODIFICATION to existing permit (check each box below that applies) ❑ Change fuel or equipment ❑ Change company name3 ❑ Add point to existing permit O Change permit limit ❑ Transfer of ownership4 ❑ Other (describe below) -OR - ❑ APEN submittal for update only (Note blank APENs will not be accepted) - ADDITIONAL PERMIT ACTIONS - ▪ APEN submittal for permit exempt/grandfathered source Additional Info Ft Notes: 3 For company name change, a completed Company Name Change Certification Form (Form APCD-106) must be submitted. 4 For transfer of ownership, a completed Transfer of Ownership Certification Form (Form APCD-104) must be submitted. Section 3 - General Information General description of the activity (additionally, provide a topographic site map): Sand and Gravel mining, material extraction, handling, stockpiling, and hauling For existing sources, operation began on: For new or reconstructed sources, the projected start-up date is: August 1, 2023 Normal Hours of Source Operation: 9 hours/ day 5 Seasonal use percentage: Dec -Feb: 25 Mar -May: 25 days/week 52 weeks/year Jun -Aug: 25 Sep -Nov: 25 Commodity Produced: (check each box below that applies - as indicated on the applicable Division of Minerals and Geology Permit) ❑� Aggregate / Sand and Grave' ❑ Stone O Coal ❑ Minerals or Metals (type): O Other (describe): COLORADO Hc7ZEn:,,onmcm Permit Number: AIRS ID Number: / / Section 4 - Processing/Manufacturing Information Et Material Use ❑ Check this box if APEN is for Haul Roads only (not located at a mining site) and complete the applicable sections, Section 4H - Raw Material Transport and/or Section 41 - Finished Product Transport on pages 6 and 7. Otherwise complete alt of Section 4, From whet veal is the act+_eo( annual amount? Actual Annual Production (tons) Requested Annual Productions (tons) 200,000 5 Requested values will become permit limitations or will be evaluated for exempt status, as applicable, and should consider future process growth. Requested values are required on all APENs, including APEN updates. Section 4A - Topsoil Removal Topsoil removed daily (tons) 69 Topsoil removed annual (tons) 18,000 Proposed controls for topsoil removal ❑r Moist Material ❑ Water Spray ❑ Other (specify): Removal Equipment used for removal NA Tons removed by dragline (daily) Tons removed by dragline (annual) Dragline drop height (feet) Hours scraper operated (daily) Hours scraper operated (annual) Stockpile(s) Maximum stored on site (tons) 18,000 Proposed controls for topsoil stockpile ❑ Watering ❑ Chemical Stabilizer 0 Compacting of Piles ❑ Enclosures (choose one option from below) ❑ Complete ❑ Partial ▪ Revegetation (must occur within one year of site disturbance) ❑ Other (specify}: Section 4B - Overburden Proposed controls for overburden removal ❑ Moist material ❑ Water Spray ❑ Other (specify): Stockpile(s) Maximum stored on site (tons) NA Proposed controls for overburden stockpile ❑ Watering ❑ Chemical stabilizer ❑ Compacting of piles ❑ Enclosures (choose one option from below) ❑ Complete ❑ Partial ❑ Revegetation (must occur within one year of site disturbance) ❑ Other (specify): 07 11 COLORADO �r�7 bepa.Un�rvt ruhtic HeultM15cr.ruontnent Permit Number: AIRS ID Number: / / Section 4C - Drilling and Blasting, Drilling Number of holes drilled (daily) NA Number of holes drilled (annual) Proposed controls for drilling ❑ Water injection ❑ Bag collectors ❑ Other (specify): Removal Material removed daily (tons) 769 Blasting Blast area (acres) NA Number of blasts (daily) Number of blasts (annual) Type of blasting material Blasting material used (daily) Blasting material used (annual) Section 4D - Raw Material Material removed annual (tons) 200,000 Maximum drop height (feet) N/A Specific moisture content (%) 4 Proposed controls for raw material removal Q Moist material ❑ Water spray ❑ Other (specify): Stockpileis) Maximum stored on site (tons) 5,000 Proposed control for raw material stockpile ❑ Watering ❑ Chemical stabilizer ❑ Compacting of piles ❑ Enclosures (choose one option from below) ❑ Complete ❑ Partial ID Other (specify): Moist material Section 4E - Conveyors and Transfer Points (not assigned to process equipment) Include a map detailing the conveyor system layout within the site Conveying Material conveyed daily (tons) Material conveyed annual (tons) Proposed controls for conveyors NA ❑ Enclosures (choose one option from below) ❑ Complete El Partial O Other (specify): Number of transfer points Transfer Points NA Proposed controls for transfer points ❑ Watering ❑ Chemical stabilizer ❑ Enclosures (choose one option from below) ❑ Complete ❑ Partial ❑ Other (specify): 71 COLORADO H_W�u..nii of Pubic Permit Number: AIRS ID Number: / / Section 4F - Processing Equipment Will processing (e.g. crushing, screening, etc.) occur on site? (yes/no) No If you answered "No" above (i.e. no processing/manufacturing equipment will be located on site) check the box below and skip to page 6, Section 4G - Finished Product. 0 Check this box if no process equipment is located on site. List any additional emission sources and related controls (e.g. concrete batch plants, crushers/screens, engines, conveyors and transfer points associated with process equipment, asphalt plants, etc.). Additional APENs for any such equipment may be required. The following specialty APENs are available: Form APCD-224 Concrete Batch Plant APEN, Form APCD-221 Crusher/Screen APEN, Form APCD-233 Compression Ignition Engine APEN. If a specialty APEN is not appropriate for the additional equipment, use Form APCD-2OO General APEN. Additionally, complete the section below regarding crushing and screening performed on site. Emission Source (or equipment type) Control Equipment Description Permit Number (if available) Primary Crushing Maximum crushed per year (tons) Design process rate (tons/hour) Duration of daily crushing (hours) Secondary Crushing Maximum crushed per year (tons) Design process rate (tons/hour) Proposed control for crushing 0 Moist material ❑ Water spray ❑ Enclosures (choose one option from below) ❑ Complete ❑ Partial ❑ Other (specify): Screening/Classifying Maximum screened per year (tons) Design process rate (tons/hour) Duration of daily screening {hours) Secondary Screening/Classifying Maximum screened per year (tons) Design process rate (tons/hour) Proposed control for screening ❑ Moist material ❑ Water spray ❑ Enclosures (choose one option from below) 0 Complete ❑ Partial ❑ Other (specify): Note: Completion of this section does not relieve the applicant from the requirement to submit APEN forms for process equipment subject to APEN or permittin9. requirements. hp Z. A If'COLORADO Permit Number: AIRS ID Number; / / Section 4G - Finished Product Stockpile(s) Maximum stored on site (tans) NA Proposed control for finished product stockpile ❑ Watering ❑ Chemical stabilizer ❑ Compacting of piles ❑ Enclosures (choose one option from below) O Complete ❑ Partial ❑ Revegetation (must occur within one year of site disturbance) ❑ Other (specify): Section 4H - Raw Material Transport (raw material removal to stockpiles) Annual on -site transfer: 200,000 tons Haul Vehicle 1 Haul vehicle capacity: 22 Haul vehicle empty weight: 2.3 Max number of trips per day: 37 Haul road length (avg. one way): 1 800 Posted speed limit on haul road: 10 List all air pollution controls used for the haul roads: ❑ Paved Surface Street sweeping: ❑ No ❑ Unpaved Surface Watering: ❑ None Surface is graveled: ❑ No Chemical stabilizer applied: E No Haul Vehicle 2 Haul Vehicle 3 mph ❑ Yes tons tons feet ❑r As needed O Frequent6: times/day O Yes ❑ Yes Type: (e.g. mag chloride, resin, etc.) 6 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN. COLORADO Henrrh Y�nr•�rormrnt Permit Number: AIRS ID Number: / Section 41 - Finished Product Transport Annual off -site transfer: NA tons Haul Vehicle 1 Haul Vehicle 2 Haul Vehicle 3 Haul vehicle capacity: tons Haul vehicle empty weight: tons Max number of trips per day: Haul road length (avg. one way): feet Posted speed limit on haul road: mph List ail air pollution controls used for the haul roads: ❑ Paved Surface Street sweeping: ❑ No ❑ Yes ❑ Unpaved Surface Watering: ❑ None 0 As needed ❑ Frequent6: times/day Surface is graveled: ❑ No El Yes Chemical stabilizer applied: ❑ No ❑ Yes Type: (e.g. mag chloride, resin, etc.) 6 If "Frequent" is selected, your permit may include a requirement to water haul roads daily as often as listed in this APEN. Section 5 - Geographical/Site information Geographical Coordinates (Latitude/Longitude or UTM) 40.3412761-104.874737 Attach a topographic site map indicating location. Total site area (acres): 114.25 Total disturbed site area (acres): 114.25 Proposed site controls 0 Watering (choose one option from below) ❑ Frequent (2 or more times per day) I] As needed ❑ Chemical stabilizer ❑� Revegetation (must occur within one year of site disturbance) ❑ Seeding with mulch ❑ Seeding without mulch I] Other (specify); progressive mining and concurrent reclamation COLORADO 7 Permit Number: AIRS ID Number: / Section 6 - Applicant Certification I hereby certify that all information contained herein and information submitted with this application is complete, true, and correct. Signature of Legally Authorized Person (not a vendor or consultant) Date Brad Fancher President Name (print) Title Check the appropriate box to request a copy of the: ❑� Draft permit prior to issuance ❑ Draft permit prior to public notice (Checking any of these boxes may result in an increased fee and/or processing time) This emission notice is valid for five (5) years. Submission of a revised APEN is required 30 days prior to expiration of the five-year term, or when a reportable change is made (significant emissions increase, increase production, new equipment, change in fuel type, etc.). See Regulation No. 3, Part A, ILC. for revised APEN requirements. Send this form along with $242.00 to: For more information or assistance call: Colorado Department of Public Health and Environment Air Pollution Control Division APCD-SS-B1 4300 Cherry Creek Drive South Denver, CO 80246-1530 Small Business Assistance Program (303) 692-3175 OR (303) 692-3148 APCD Main Phone Number Make check payable to: (303) 692-3100 Colorado Department of Public Health and Environment 'COLOnRADO HLpa il,aEnWlor mrni Noise Evaluation Dunn Pit Prepared for Loveland Ready -Mix Concrete, Inc. 644 N Namaqua Ave. PO Box 299 Loveland, CO 80539 Prepared by Telesto Solutions Inc. 750 14t" St SW Loveland, CO 80537 October 2021 TELESTD S O L U T I O N S• I N C O R P O R A T E D Signature Page Noise Evaluation Dunn Pit October 2021 TELESTS S O L U T I O N SS •, N C O R P C R A: F D Report Authors and Contributors Telesto Solutions, Inc. r A r Wit.. ;7. I r�yr ft C� 'if' (t 7 Taryn Tiggdds, PE — Primary Author ,f . )/ it />d 27. ///// / 4 /I. *----r-- .." / I.,./ Walt Niccoli, PE — Report Review Contributors: Dacey Zelman-Fahm Loveland Ready -Mix Concrete, Inc. i 20211001 dune pil lrm noise oval October 2021 TELETQ Table of Contents 1.0 INTRODUCTION 1 1 1 Site Location and Surrounding Area Description 1 12 Construction 1 1 3 Mining Operations 2 1 4 Hours and Days of Operation 2 2.0 GENERAL INFORMATION 2 2.1 Sound 3 2.2 Weld County Noise Ordinance 4 2.3 Noise Study Approach 5 2.3.1 Sound Monitoring Approach 5 2.3.2 Sound -Level Prediction 6 3.0 SOUND MONITORING RESULTS 6 3 1 Background Sound -Level Survey 6 3 2 Equipment and Operational Sound -Levels 9 4.0 ANALYSIS OF POTENTIAL IMPACTS 10 4 1 Construction/Topsoil Removal 11 4.2 Operations 13 5.0 DISCUSSION 16 5.1 Sensitivity Factors 16 5.1.1 Usage Factor 17 5.1.2 Source Level 19 5.1.3 Noise Path Scaling Factor 19 5.2 Community Response 22 6.0 CONCLUSION 22 7.0 REFERENCES 23 Loveland Ready -Mix Concrete, Inc. ii 20211001_dunn pit lrm noise eval October 2021 TELESTO List of Tables Table 2-1 Table 3-1 Table 3-2 Table 3-3 Table 4-1 Table 4-2 Table 5-1 Table 5-2 Table 5-3 Figure 1-1 Figure 1-2 Figures 4-1 to 4-15 Figure 4-16 Figures 4-17 to 4-31 Maximum Permissible Noise Levels Daytime Results Summary — Site Background Survey Daytime Hourly Results — Site Background Survey Equipment and Operations Sound Levels Topsoil Removal - Predicted Sound Levels at Residential & Commercial Property Boundaries Mining & Hauling Operations - Predicted Sound Levels at Property Boundaries P redicted Sound Levels at Property Boundaries with 100% Usage Factor P redicted Sound Levels at Property Boundaries with 10% Increased Source LevelTable 5-2 Predicted Sound Levels at Property Boundaries with 10% Increased Source Level P redicted Sound Levels at Property Boundaries with 10% Increased P oise Path Scaling Factor List of Figures Dunn Pit Zoning and Ambient Noise Monitoring Locations P roject Layout Sound Level Contours for Overburden Removal and Mining Predicted Unmitigated Sound Levels Sound Level Contours for Haul Roads List of Appendices Appendix A Ambient Sound Calculations Appendix B Raw Data Appendix C Predicted Sound Calculations Appendix D Community Complaint Monitoring Loveland Ready -Mix Concrete, Inc. iii 20211001_dunn pit lrm noise eval October 2021 TELESTO Glossary of Terms A -weighted decibel scale (dBA) - A weighted measurement scale that emphasizes frequencies that humans can hear more easily. The sound level (in decibels) is measured using the A -weighting scale specified in American National Standards Institute (ANSI) S1.4-1074 for sound level meters to approximate the ear's frequency sensitivity. Ambient sound - Background sound present in a given environment, composed of sounds from many sources. Average sound level (LAvci) - The level of sound from an environment or source varies over time. The average sound level is the continuous level of sound, equivalent to the total energy of a sound that varies over time, for a given time period (at 3-dBA exchange rate LAVG � Leq). Decibel (dB) - A unit used to measure the intensity of sound. One decibel is equal to twenty times the logarithm (base ten) of the ratio of the sound pressure being measured to the reference sound pressure of twenty micropascals. Frequency (Hertz, Hz) - The number of occurrences of a repeating event per unit time. Specifically, the number of waves in cycles per second, originating from a source in the form of a sound wave moving through the air as sound or ground as vibration. Impulse sound - Sound produced over a short period of time, usually less than 1 second, which greatly exceeds the sound from the ambient environment. Maximum sound level (Lmax) - The maximum, A -weighted sound level associated with a given event. Used for sound source levels that vary slowly as a function of time, such as machinery working within a small space for an extended period. Noise — Unwanted or disturbing sound. Sound - A mechanical wave that is an oscillation of pressure transmitted through a solid, liquid, or gas, composed of frequencies within the range of hearing. Trigger - The minimum level at which a monitoring device records. Utilization factor - is the proportion of time a particular piece of equipment is in use over the course of the work day, expressed in percent. It is used as an averaging factor when calculating equipment sound as Leq. Loveland Ready -Mix Concrete, Inc. 20211 001Bunn pit Inn noise eval iv October 2021 TELETQ 1.0 INTRODUCTION Loveland Ready -Mix Concrete, Inc. (LRM) plans to mine their Dunn Pit (Project) northwest of Milliken, Colorado, once they gain acceptance of all their permitting requirements. Mining operations are exempt from the County noise ordinance (see Section 2.2) within the mine property, and LRM commits to ensuring neighbors are not significantly impacted. Thus, LRM commissioned Telesto Solutions, Inc. (Telesto) to conduct a noise study. The noise study characterizes the background sound levels at the Project site, calculates if sound generated complies with Weld County Ordinance No. 2008-4 and will not significantly impact surrounding, existing land uses. This report provides the Weld County (County) noise standards, the results of the ambient sound level survey in the surrounding communities, and the predicted, unmitigated operational sound levels at receptors relative to County standards. 1.1 Site Location and Surrounding Area Description The Project site is located on Weld County Road (WCR) 48 1/2, near the Big Thompson River, northwest of Milliken, Colorado. Properties immediately adjacent to the Project site include the following: • One lot zoned residential • Four lots zoned agricultural • One lot zoned commercial • Railway easement, which is then adjacent to one commercial lot and one vacant lot • WCR 48 1/2 Right -of -Way (ROW), which is then adjacent to two commercial lots and four residential lots See Figure 1-1 for zoning of neighboring lots. All adjacent receptors may be affected by the mining operations at varying times. 1.2 Construction Construction activities include topsoil removal from the active mining footprint (estimated to be 5 -acres at any one time), topsoil stockpiling, and access road construction. These Loveland Ready -Mix Concrete, Inc. 1 20211 001dune pit irm noise eval October 2021 TELE TQ activities are episodic and short-lived. Topsoil removal and stockpiling occurs periodically throughout the mine life as new areas are opened for mining. LRM plans construction activities between the hours of 7:30 am and 4:30 pm Monday through Friday, with 1/2 hour before and after for startup, maintenance, and shutdown. 1.3 Mining Operations LRM plans mining in 5 -acre increments. Topsoil removal commences immediately before mining. Figure 1-2 depicts the overall Project layout including planned mining phases and the haul road alignment for the first phase. After LRM excavates and stockpiles topsoil, mining starts. Blasting is not a part of mine operations. Mining operations consist of one excavator loading one of four over -the -road (OTR), tandem trucks, (which transport the excavated aggregate to Johnstown Ready -Mix located on the southeast corner of Weld County Roads 13 and 54. 1.4 Hours and Days of Operation The Project hauling and mining hours are from 7:30 am to 4:30 pm Monday through Friday. Activities to take place during this timeframe include: • Aggregate mining • Stockpiling aggregate • Aggregate hauling to off -site locations 2.0 GENERAL INFORMATION The following sections provide general information about sound and how it is perceived, protective levels established by County ordinance, and details regarding sound monitoring and predictive results. Loveland Ready -Mix Concrete, Inc. 2 20211 001dune pit irm noise eval October 2021 TELE TQ 2.1 Sound Sound is described in terms of the following: • Sound pressure perceived as loudness • Frequency, which is perceived as pitch • Duration, including fluctuation of a sound over time What is sound? Wmpa.sssnm Rareticfl** NOISE is unwanted sound Sound pressure is measured in decibels (dB) on a logarithmic scale. Therefore, small changes in dB correlate with larger changes in the perceived loudness of a sound. For example: • A 3 -dB change is just perceptible • A 5 -dB change is clearly perceptible • A 10 -dB increase (or decrease) is perceived as being twice (or half) as loud How is it measured? a 1/ .. (61( Decibels Sound Meter The frequency of a sound is perceived as pitch and is measured as the number of sound wave cycles per second reported in Hertz (Hz). Humans can identify sound with a frequency range of approximately 16 to 2O,OOO Hz, and can most easily hear sound when the predominant sound energy occurs at frequencies between 1,000 and 6,000 Hz. The A -weighted decibel scale (reported as dBA) is used to report sound on a scale that approximates the way it is heard by humans, giving more weight to frequencies that humans can hear more easily. The A -weighted decibel scale is commonly used to measure, report, and evaluate environmental sound. Standard methods for estimating construction equipment sound levels utilize three metrics: 1. Maximum sound level (Lmax) 2. Equivalent sound level (Ley) 3. Tenth -percentile exceeded sound level (Lio) Loveland Ready -Mix Concrete, Inc. 3 20211 001dune pit irm noise eval October 2021 TELEST Lmax is the sum of the maximum sound for each piece of equipment considering the decrease in sound over distance as well as any bathers such as berms or shielding. Leq is the continuous level of sound, equivalent to the total energy of a sound (that varies over time), for a given time. The calculation of Leq for a piece of construction equipment employs a "utilization factor" to estimate its average sound level accounting for the time the equipment operates during the workday. L to is the sound level that is exceeded 10 percent of the time during the workday. 2.2 Weld County Noise Ordinance Noise is unwanted sound. It is difficult to manage or mitigate for noise because noise is subjective and varies widely based on the personal sensitivities of the receptor, the type of sound, and perception. Thus, government agencies have defined noise in the terms of sound levels, time of day and durations, which can be measured (noise cannot) and to which sound producing activities can comply. The County developed Ordinance No. 2008-4 for addressing noise. Table 2-1 summarizes key ordinance components relating to Project activities. Table 2-1 Maximum Permissible Noise Levels Land Use Maximum Noise (dBA) 7:00 am to 9:00 pm 9:00 pm to 7:00 am Residential Property or Commercial Area 55 50 Industrial Area or Construction Activities 80 75 Non -specified Areas 55 50 vehicle 10,000 combination Vehicle motor vehicle weight pounds Class: of Manufacturer's rating (4,536 vehicles (MGWR) gross over kg), or any towed by such 86 90 Exceptions include any noise related to the operation of a railroad, any noise produced in the course of normal mining operations or oil and gas exploration, drilling and production, and any noise produced at a construction site (among others). Loveland Ready -Mix Concrete, Inc. 4 20211 001dune pit irm noise eval October 2021 TELE TQ 2.3 Noise Study Approach This noise study consists of two steps: 1. Establish background and equipment sound levels through sound monitoring and literature research 2. Predict sound levels at the property boundary from the planned operation and compare to standards set by Weld County ordinance 2.3.1 Sound Monitoring Approach To obtain a basic understanding of ambient sound conditions, Telesto monitored baseline conditions at the property line at five locations near residential receptors along the southern boundary and at distances around the perimeter, including near the Mad Russian Golf Course and subdivision. Additionally, Telesto placed a meter at the corner of WCR 48 1/2 and WCR 17 to monitor potential noise from off -site haul traffic. See Figure 1-1 for meter placement locations. Telesto conducted the sound monitoring surveys using three, 3M SoundPro DLT1 sound level meters capable of measuring sound from 10 — 140 dB. Telesto recorded ambient sound levels in one 14 -hour daytime period and one 10 -hour nighttime period at each location. Background sound monitoring for daytime levels at the Project boundaries near the surrounding neighborhoods occurred May 12 through May 14, 2021 from 7:00 am to 9:00 pm. Monitoring was during the normal work week (Monday through Friday) to represent average commuter traffic and sound conditions during the planned operational hours for the Project. Telesto obtained excavator sound levels from Caterpillar specifications (Caterpillar, 2017) and access road sound levels as measured at the Johnstown Ready -Mix site in 2017 (Loveland Ready -Mix and Telesto Solutions Inc., 2018). Loveland Ready -Mix Concrete, Inc. 5 20211 001dune pit irm noise eval October 2021 TELE TQ 2.3.2 Sound -Level Prediction Impact evaluations range from straightforward, practical engineering approaches to the incorporation of sophisticated numerical -modeling based noise assessments. A typical sequence is to first employ an analytical (linear) approach, which produces conservative (i.e., over -predicted) sound levels at the receptor locations due to the simplifying assumptions used. If the analytical approach results in a no -impact, no further analyses are required. If, on the other hand, the analytical approach indicates an impact and mitigation is required, a more sophisticated numerical -modeling approach could support effective mitigation measures. This report relies on the analytical approach. In this analysis, Telesto compared predicted sound levels to County ordinance sound levels as shown in Table 2-1. 3.0 SOUND MONITORING RESULTS 3.1 Background Sound -Level Survey There are several residential and commercial receptors that border the Project's southern and eastern boundaries. To establish background sound levels along the Project's perimeter with the surrounding neighbors, Telesto installed monitoring equipment at five locations on the LRM property, and another meter on the corner of WCR 17 and WRC 48 1/2. The monitoring locations encompass receptors that, at varying times during the Project life, will be nearest the sound generated by the mining operations. A summary of calculation methods along with nighttime results are presented in Appendix A. Raw data from daytime and nighttime measurements are presented in Appendix B. Table 3-1 summarize the highest and lowest 1 -hour and overall (14 -hour) daytime LAVG for the background sound levels measured at Site boundaries nearest potential residential receptors. The hourly average begins and ends in the same hour (i.e. 6:00 pm LAVG is the average sound level between 6:00 pm and 7:00 pm). The overall average is the LAVG for the 14 -hour daytime period. For surveys that were not started immediately on the hour, the average was based on the number of readings for that hour (readings were taken every 60 seconds). Table 3-2 displays the hourly LAVG at each monitoring location. Loveland Ready -Mix Concrete, Inc. 6 20211 001dune pit irm noise eval October 2021 TELE TQ Table 3-1 Daytime Results Summary — Site Background Surve Location Lowest Background and Highest from (1 7:00 Sound -hour am LAvG) - Levels 9:00 (dBA) and pm Overall (LAvG) Lowest Time Highest Time Overall Monitoring Location 1 44.0 12:00 pm 49.8 10:00 am 46.6 Monitoring Location 2 54.4 11:00 am 60.2 5:00 pm 57.4 Monitoring Location 3 47.0 10:00 am 52.8 8:00 pm 49.4 Monitoring Location 4 38.2 5:00 pm 45.6 7:00 pm 41.7 Monitoring Location 5 41.4 3:00 pm 48.6 8:00 am 46.3 Monitoring Location 6 63.3 8:00 pm 83.0 8:00 am 73.7 Loveland Ready -Mix Concrete, Inc. 7 20211001_dunn ph Inn noise eval October 2021 T E LEST WORKING DRAFT Table 3-2 Daytime Hourly Results — Site Background Survey Time Monitoring Location (1 -hr 1 LAvG) Monitoring Location (1 -hr 2 LAvG) Monitoring Location 1 -hr 3 LAvG) Monitoring Location (1 -hr 4 LAvG) Monitoring Location (1 -hr 5 LAvG) _ Monitoring Location (1 -hr 6 LAvGJ 7:00 am 48.1 58.4 50.0 41.8 48.1 66.2 8:00 am 48.4 58.7 49.1 42.0 48.6 83.0 9:00 am 45.3 56.2 48.3 39.1 45.7 65.2 10:00 am 49.8 57.1 47.0 39.8 48.6 65.5 11:00 am 44.8 54.4 48.1 41.2 45.5 79.0 12:00 pm 44.0 56.0 48.5 42.7 44.3 65.5 1:00 pm 46.3 56.6 48.4 42.2 44.2 65.8 2:00 pm 44.4 56.1 48.8 41.8 41.4 68.3 3:00 pm. 44.3 57.1 47.9 40.6 41.4 66.0 4:00 pm 44.9 57.4 50.3 41.1 43.3 68.1 5:00 pm 48.1 60.2 50.0 38.2 48.3 67.7 6:00 pm 47.1 58.2 50.5 39.2 46.2 67.5 7:00 pm 46.5 56.9 50.7 45.6 47.2 65.2 8:00 pm 46.1 55.5 52.8 44.4 47.3 63.3 Loveland Ready -Mix Concrete, Inc. 20211001 _dunn pit km noise eval 8 October 2021 TELESTO Results indicate that at Locations 2 and 6, the points closest to WCR 48 1/2, Highway 257, and WCR 17, the background sound levels currently exceed the County residential noise standards of 55 dBA. The highest sound levels (1 -hr LAVG) were recorded at Locations 5 and 6 from 8:00 am — 9:00 am and at Location 2 from 5:00 pm — 6:00 pm. Data indicate the loudest times are during typical commuter traffic work -week times. 3.2 Equipment and Operational Sound -Levels Table 3-3 includes the sound levels for the mining and topsoil removal equipment that LRM will use on site. The usage factor is the percent of time the equipment is estimated to be operational during operating hours. LRM uses equipment with white noise alarms instead of standard back-up alarms; thus, the published equipment levels may be conservatively high. Table 3-3 Equipment and Operations Sound Levels Operation Equipment : Sound Level (dBA) Quantity s Usage Factor (%) Source of Data i Topsoil Removal s Excavator 98* 1 83 � Referenced(1) Mining Operations & Hauling Excavator 98* 1 83 Referenced(1) Access Road 62.4* 1 10 Referenced(2) 1 390FL Hydraulic Excavator (Caterpillar, 2017) 2 Noise Evaluation Second Submittal - March 2018 LaPorte Operations (Loveland Ready -Mix and Telesto Solutions Inc., 2018) — Measured 50' from source *Sound Power Levels convened to sound pressure levels for modeling purposes Loveland Ready -Mix Concrete, Inc. 9 20211001 dim pit Inn noise cval October 2021 TELEST 4.0 ANALYSIS OF POTENTIAL IMPACTS As mentioned in Section 2.3.2 , a practical, analytical approach predicted the sound levels at a distance. Sound is a pressure wave that is transmitted through air and decreases in — Unmitigated Sound Proliferation 560 OP 6&tdb 9000 90 lc 10011 150 h. 200 (t. intensity from its source by the square of the distance in logarithmic measurements. Sound from a point source will diminish spherically in all directions, similar to the ripples one sees from a pebble dropped in a lake. Similar to point sources, line sources (i.e. traffic moving along a linear corridor) also diminish outwardly, but cylindrically, along the length of a line. Natural factors (i.e., atmospheric conditions, temperature/humidity/wind, vegetation, and/or topography) can reflect or absorb the pressure wave and diminish sound levels at a distance. The analysis only considered the reflective nature of the ground beneath the activity. Because sound levels attenuate spherically with distance, determining the potential impact at the property line of the nearest residential receptor will establish compliance with receptors that are located at a greater distance from the operation or activity. The following equation forms the basis of the predicted sound levels from equipment and operations at a distance (to the receptor). Where: DS dBAR = dBAs + a * log (D ) R • dBA is A -weighted sound level • the R subscript represents the receptor • the S subscript represents the source • D represents distance • a is the noise path scaling factor (WSDOT, 2015) Loveland Ready -Mix Concrete, Inc. 10 20211 001dune pit irm noise eval October 2021 TELEST For Point Sources: O 20 for hard surfaces (hard -packed soil, bedrock, water) O 25 for soft/loose surface (normal unpacked earth) For Line Sources: O 10 for hard surfaces (hard -packed soil, bedrock, water) O 15 for soft/loose surface (normal unpacked earth) When ground cover or normal unpacked earth exists between the source and receptor, the ground is more absorptive of sound energy. During mining and topsoil removal the soil will be disturbed and have a higher capacity to absorb the sound over a distance. Thus, to estimate the sound generated by mining operations and topsoil removal, we used a scaling factor of a = 25 for a soft surface. The calculations utilized a scaling factor of a = 10 for a line source representing road traffic. Equipment repeatedly moves towards and away from a receptor during the mining operations and topsoil removal operations. To compensate for the back -and -forth movement of equipment, average sound level calculations utilized the distance between centroids of mining operations to LRM's property boundary. All operational predictions utilized conservative assumptions such as: • All the equipment required for specific tasks operated simultaneously • No effect from existing and proposed topography (assumes flat ground with no barriers to sound) The following sections describe the predicted impacts for construction activities (which include topsoil removal), and operational activities (which include mining operations and haul -road traffic). A summary of calculation methods for predicted sound levels are presented in Appendix C. 4.1 Construction/Topsoil Removal Topsoil removal is categorized as a construction activity and has higher regulatory limits than operational limits. Loveland Ready -Mix Concrete, Inc. 11 20211 001dune pit irm noise eval October 2021 TELE TQ Topsoil removal is sporadic and occurs for short periods of time preceding the mining operations in each sub -area of the Project. Figure 1-2 depicts the proposed 5 -acre mining sub -areas (Phase) and proposed timing for each phase. The topsoil removal (Phase 0-1.26 years) commences from the southeast corner of the Cell 1, north of the Big Thompson River. During topsoil removal operations, underlying gravel is exposed, and topsoil stockpiled. The same excavator (Caterpillar 390F L Hydraulic Excavator) removes topsoil and performs mining. Thus, the same sound levels predicted for topsoil removal also represent the sound levels predicted for mining excavation. Table 4-1 provides the predicted sound levels at the residential and commercial property boundaries from topsoil removal operations for each mining phase. Figures 4-1 through 4-15 depict predicted sound levels from topsoil removal. Figure 4-16 shows the compliance point locations referenced in Table 4-1. Points A and H correspond to the locations of expected maximum sound levels at the boundary during the last phase of mining. Point B is directly across from the access road and corresponds to the location of maximum expected sound level from the access road. Point C is closest to residential receptors, south of Cell 3. Points D, E, and F correspond with locations of expected maximum sound levels at the boundary during topsoil removal and mining of Cell 1 (during the first 3 phases on mining). Point G corresponds to the location of expected maximum sound levels for any phase during Cell 2 (using the centroid of Phase 16.17- 17.69 years). Point I is located at the corner of WCR 48 1/2 and WCR 17 to predict sound from offsite hauling traffic. Predicted construction activity sounds comply with County daytime sound level requirements at the residential and commercial property boundaries (80 dBA from 7:00 am to 9:00 pm). Loveland Ready -Mix Concrete, Inc. 12 20211 001dune pit irm noise eval October 2021 TELE TQ Table 4-1 Topsoil Removal - Predicted Sound Levels at Residential & Commercial Property Boundaries Compliance Point Phase Distance from Noise Source (ft) :dieted Sound Level psoil Removal (dBA) A Years 20.81-22.73/ 70-75.9AC 395 49.0 C Years 11.63-13.08/ 40-45AC 383 57.7 D Years 0-1.26/ 0-5AC 414 50.7 E Years 1.26-2.3/ 5-10AC 344 47.9 F Years 2.3-3.46/ 10-15AC 372 47.3 G Years 16.17-17.69/ 55-60AC 196 53.7 H Years 20.81-22.73/ 70-75.9AC 333 49.8 4.2 Operations As mentioned previously, mining operations occur in sixteen phases over the next 23 years, in 5 -acre increments, and follow topsoil removal. Predicted sound levels from mining thus mimic those predicted for topsoil removal as shown in Figures 4-1 through 4-15. To predict total operating sound levels, Telesto predicted sound levels from OTR trucks operating on the haul road and added the sound pressures to sound pressure predictions from mining (Appendix C). LRM plans four 15 -ton tandem trucks for use at the site hauling 769 tons per day equates to 35 daily loads (70 trip ends) averaging approximately 4 trucks per hour. The haul over the internal haul road is roughly 10% of the travel time to and from the Johnstown plant. Figures 4-17 through 4-31 depict predicted sound levels from haul roads. Table 4-2 provides the predicted sound levels at the residential and commercial property boundaries during stand-alone and combined mining operations and aggregate hauling. Figure 4-16 shows the compliance point locations referenced in Table 4-2. As shown in Table 4-2, Loveland Ready -Mix Concrete, Inc. 13 20211001 dunn pit Inn noise eval October 2021 T E LEST predicted sound levels are within County standards at all compliance points for corresponding residential, commercial, or ROW sound levels. The predicted average sound level from OTR trucks and mining traffic at Compliance Point I (intersection of County Road 17 and County Road 48 1/2) is 73.9 dBA. However, the measured ambient sound level at this location is already 73.7 dBA and the County's standard for the maximum sound level in the ROW is 86 dBA. Loveland Ready -Mix Concrete, Inc. 14 20211 001dune pit irm noise eval October 2021 TELE TQ Table 4-2 Mining & Hauling Operations - Predicted Sound Levels at Property Boundaries Compliance Point Phase Distance from Haul Road1 (ft) Distance from Mining Centroid1 (ft) _ c _ C leasured Ambient Noise evel (dBA) W a) a� 0 J 0 O 0 ° >++ �J.= 01913) uad6 - uueL I asioN paMollV XelN Predicted Sound from Hauling Ope (dBA) in Predicted Col Unmitigated from Mining Operations (d )) suogeaado 6uiuij Wuo14 oS paIO! paad - - A Years 20.81-22.73/ 70-75.9AC 217 395 46.0 45.2 50.8 46.6 86 B All Years 30 N/A 54.6 a N/A 55.3 46.6 86 Years 20.81-22.73/ 70-75.9AC 30 446 54.6 43.9 55.6 46.6 86 C Years 11.63-13.08/ 40-45AC 383 383 43.6 45.5 57.8 57.4 86 D Years 0-1.26/ 0-5AC 414 414 43.2 44.7 51.4 49.4 55 E Years 1.26-2.3/ 5-10AC 344 344 44.0 46.7 49.4 41.7 55 F Years 2.3-3.46/ 10-15AC 372 372 43.7 45.9 48.8 41.7 55 G Years 16.17-17.69/ 55-60AC 196 196 46.5 52.8 54.4 46.3 55 H Years 20.81-22.73/ 70-75.9AC 333 333 44.2 47.1 50.9 46.6 55 All Years 10 N/A 59.4 N/A 73.9 73.7 86 Measured horizontal distance from GIS, does not include vertical topography Loveland Ready -Mix Concrete, Inc. 20211001 _dunn pit km noise eval 15 October 2021 TELESTO 5.0 DISCUSSION As mentioned in Section 2.3.2, the sound levels for this report were calculated using an analytical approach, which by design is a more conservative approach for sound level evaluations. Additionally, the following assumptions add conservatism to the predictions: • Excavator is at the ground surface for predictive calculations but will go below the existing ground surface during much of the mine life (excavate topsoil, and then some gravel to water table). The sound levels generated by mining operations will be further reduced as operations go deeper into the deposit • Attenuation of sound level due to natural factors (i.e., such as topography, vegetation, and atmospheric conditions) was not considered in the calculated results. Aerial photography of the Project area and surrounding neighborhoods show there is vegetation near compliance locations and residential receptors, which would further mitigate sound levels generated from the Project. LRM has also agreed with neighbors to plant trees at the entrance and along CR 481/4. • Additional topographical barriers, such the raised railroad bed and the elevation difference between the site and the Mad Russian neighborhood, were not considered in the calculated results • The predicted haul road sound levels are based on sound levels measured at the Johnstown Ready -Mix entrance (Loveland Ready -Mix and Telesto Solutions Inc., 2018). The measured sound levels at this entrance include sound from OTR trucks, mixer trucks, passenger vehicles, a compressor station, truck wash, and E Co Rd 18/Co Rd 54. The Dunn Pit haul roads will mostly only contain OTR trucks. The predicted sound levels are likely higher than those occurring at the receptor based both on the analytical approach used and the assumptions discussed in this section. 5.1 Sensitivity Factors The assumptions Telesto made in predicted noise calculations are based upon widely accepted standards. However, the effect of an assumption on the predicted calculated sound level is analyzed in this section. Loveland Ready -Mix Concrete, Inc. 16 20211 001dune pit irm noise eval October 2021 TELE TQ 5.1.1 Usage Factor All operations (mining, hauling, topsoil removal) were modeled applying a usage factor. Results of assuming the equipment required for the specific operation will be all operating continuously are presented in Table 5-1. For example, topsoil removal operations include an excavator. Although the excavator will only operate 83.33% of the time, the calculation and predicted sound level results in Table 5-1 assume the equipment is operated simultaneously 100% of the time. A 100% usage factor does not represent reality, but this comparison demonstrates that the assumed usage factor has the greatest affect on the haul road sound calculations (up to 15.67% increase at Compliance Point B). Loveland Ready -Mix Concrete, Inc. 17 20211 001dune pit irm noise eval October 2021 TELE TQ Table 54 Predicted Sound Levels at Property Boundaries with 100% Usage Factor Compliance Point n Phase Distance from Haul Road' (ft) Distance from Mining Centroid1 (ft) _ a _ C a) leasured Ambient Noise evel (dBA) 9 a) a) J = au a) J G) 0 G1 O ++ J 9 J (Yap) uud6 - weL I asioN paM®IIV XeiN flF: Predicted Sound from Hauling Ope (dBA) m Predicted Col Unmitigated from Mining Operations (d )) suoi4eaadO 6uiui j tuo4 oS pato! paid Relative Pe Difference i Case (%) A Years 20.81-22.73/ 70-75.9AC 217 395 56.0 46.0 56.9 11.33% 46.6 86 B All Years 30 N/A 64.6 N/A 64.7 15.67% 46.6 86 Years 20.81-22.73/ 70-75.9AC 30 446 64.6 44.7 64.7 15.13% 46.6 86 C Years 11.63-13.08/ 40-45AC 383 383 53.6 46.3 59.1 2.22% 57.4 86 D Years 0-1.26/ 0-5AC 414 414 53.2 45.5 55.2 7.13% 49.4 55 E Years 1.26-2.3/ 5-10AC 344 344 54.0 47.5 55.1 10.91% 41.7 55 F Years 2.3-3.46/ 10-15AC 372 372 53.7 46.6 54.7 11.40% 41.7 55 G Years 16.17-17.69/ 55-60AC 196 196 56.5 53.6 58.5 7.26% 46.3 55 H Years 20.81-22.73/ 70-75.9AC 333 333 54.2 47.8 55.7 9.01% 46.6 55 All Years 10 N/A 69.4 N/A 75.1 1.61% 73.7 86 Loveland Ready -Mix Concrete, Inc. 20211001 _dunn pit km noise eval 18 October 2021 TELESTO 5.1.2 Source Level The source sound level for excavation and hauling are based on a published value and study. The results of increasing the source levels by 10% are shown in Table 5-2. 5.1.3 Noise Path Scaling Factor The noise path scaling factors are based on published values. However, the results of increasing the noise path scaling factor by 10% are shown in Table 5-3. Loveland Ready -Mix Concrete, Inc. 19 20211 001dune pit irm noise eval October 2021 TELE TQ Table 5-2 Predicted Sound Levels at Property Boundaries with 10% Increased Source Level Compliance Point n Phase Distance from Haul Road' (ft) Distance from Mining Centroid1 (ft) _ a _ C a) leasured Ambient Noise evel (dBA) 9 a) a) = au a) J G) O G1 O ++ J CO 9 VJ J 0 tit (Yap) uud6 - weL I asioN paM®IIV XeiN flF: Predicted Sound from Hauling Ope (dBA) m Predicted Col Unmitigated from Mining Operations (d )) suoi4eaadO 6uiui j tuo4 oS pato! paid Relative Pe Difference i Case (%) A Years 20.81-22.73/ 70-75.9AC 217 395 52.3 55.0 57.2 11.85% 46.6 86 B All Years 30 N/A 60.9 N/A 61.0 9.80% 46.6 86 Years 20.81-22.73/ 70-75.9AC 30 446 60.9 53.7 61.8 10.56% 46.6 86 C Years 11.63-13.08/ 40-45AC 383 383 49.8 55.3 59.9 3.57% 57.4 86 D Years 0-1.26/ 0-5AC 414 414 49.5 54.5 56.6 9.63% 49.4 55 E Years 1.26-2.3/ 5-10AC 344 344 50.3 56.5 57.5 15.15% 41.7 55 F Years 2.3-3.46/ 10-15AC 372 372 49.9 55.7 56.8 15.15% 41.7 55 G Years 16.17-17.69/ 55-60AC 196 196 52.7 62.6 63.1 14.81% 46.3 55 H Years 20.81-22.73/ 70-75.9AC 333 333 50.4 56.9 58.1 13.21% 46.6 55 All Years 10 N/A 65.6 N/A 74.3 0.54% 73.7 86 Loveland Ready -Mix Concrete, Inc. 20211001 _dunn pit km noise eval 20 October 2021 TELESTO Table 5-3 Predicted Sound Levels at Property Boundaries with 10% Increased Noise Path Scaling Factor Compliance Point n Phase Distance from Haul Road' (ft) Distance from Mining Centroid1 (ft) _ a _ C a) leasured Ambient Noise evel (dBA) 9 a) a) = au a) J G) O G1 O ++ J CO 9 VJ J 0 tit (Yap) uud6 - weL I asioN paM®IIV XeiN flF: Predicted Sound from Hauling Ope (dBA) m Predicted Col Unmitigated from Mining Operations (d )) suoi4eaadO 6uiui j tuo4 oS pato! paid Relative Pe Difference i Case (%) A Years 20.81-22.73/ 70-75.9AC 217 395 45.4 40.0 49.6 -2.39% 46.6 86 B All Years 30 N/A 54.8 N/A 55.5 0.36% 46.6 86 Years 20.81-22.73/ 70-75.9AC 30 446 -0.18% 46.6 54.8 38.6 55.5 86 C Years 11.63-13.08/ 40-45AC 383 383 42.7 40.4 57.6 -0.35% 57.4 86 D Years 0-1.26/ 0-5AC 414 414 42.3 39.4 50.5 -1.77% 49.4 55 E Years 1.26-2.3/ 5-10AC 344 344 43.2 41.7 47.0 -4.98% 41.7 55 F Years 2.3-3.46/ 10-15AC 372 372 42.8 40.7 46.6 -4.61% 41.7 55 G Years 16.17-17.69/ 55-60AC 196 196 45.9 48.4 51.8 -4.90% 46.3 55 H Years 20.81-22.73/ 70-75.9AC 333 333 43.3 42.0 49.2 -3.40% 46.6 55 All Years 10 N/A 60.1 N/A 73.9 0.00% 73.7 86 Loveland Ready -Mix Concrete, Inc. 20211001 _dunn pit km noise eval 21 October 2021 TELESTO 5.2 Community Response The County's standard for the maximum sound level in the ROW is 86 dBA. However, if there are concerns from residential lots next to the ROW, it may be helpful to compare ambient sound levels with proposed sound levels. Table 4-2 summarizes ambient and predicted sound levels for Compliance Points A, B, C, and I within the ROW. Where predicted sound levels are above the the residential standard at these points, the measured ambient sound levels are also currently above the residential standard before any work as on the project has started. All sound levels (existing and predicted) at all Compliance Points are within the County standard for the ROW. Note that sound level changes of 3 decibels or less are not generally perceivable, therefore it is not prudent to construct a noise wall or barrier that gives only a 1 or 2 decibel benefit to adjacent properties (Colorado Department of Transportation, 2021). Additionally, LRM has developed a plan for community complaint monitoring, as described in Appendix D. 6.0 CONCLUSION The sound levels generated from the topsoil removal activities prior to the mining operations (as noted in Section 4.1) are predicted to be below Weld County noise limits for "Construction Activities": 80 dBA from 7:00 am to 9:00 pm and 75 dBA from 9:00 pm to 7:00 am at the residential property lines and, additionally, will meet residential and commercial noise standards of 55 dBA. The sound levels generated from mining and hauling operations (as noted in Section 4.2), at the adjacent residential and commercial lots, are predicted to be below Weld County residential noise limits of 55 dBA from 7:00 am to 9:00 pm, without mitigation. The sound levels in the ROW south of the property are predicted to be well within compliance of County's vehicle class noise limits, for Manufacturer's gross vehicle weight rating (MGWR) over 10,000 pounds, of 86 dBA between 7:00 am — 9:00 pm. Loveland Ready -Mix Concrete, Inc. 22 20211 001dune pit irm noise eval October 2021 TELE TQ 7.0 REFERENCES Caterpillar, 2017. 390F L Hydraulic Excavator. s.l.:s.n. Colorado Department of Transportation, 2021. Noise FAQs. [Online] Available at: https://www.codot.gov/programs/environmentaUnoise/noise- fags#Noise%20Abatement [Accessed 31 07 2021]. Driscoll, D. P., 2013. Occupational Safety and Health Administration (OSHA) Technical Manual (OTM). [Online] Available at: https://www.osha.gov/otm/section-3-health-hazards/chapter- 5#appendixb [Accessed 01 June 2021]. FHWA, 2006. Federal Highway construction Noise Handbook Final Report. Document Number FHWA HEP 06-015. Washington DC. : US Department of Transporation Federal Highway Administration August 2006. Loveland Ready -Mix and Telesto Solutions Inc., 2018. Noise Evaluation Second Submittal - March 2018 LaPorte Operations. Fort Collins, Colorado: Loveland Ready -Mix and Telesto Solutions Inc. March 20, 2018. WSDOT, 2015. Biological Assessment Preparation for Transportation Projects - Advanced Training Manual - Version 2015 Chapter 7 Noise. [Online]. Loveland Ready -Mix Concrete, Inc. 23 20211 001dune pit irm noise eval October 2021 TELE TQ Figures 3170000 C1 N O> 0 E 0 C C 0 w co 0 dl O C C 0 COLORADO- - SWEET GOLD LLCPr fa COULSON EXCAVATING COMPANY INC MONITORING BOULDER SCIENTIFIC LAND LLC LEGEND L. ZONING MONITORING LOCATION WITH AVERAGE dBa LEVEL (Lavg) PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ro miCn& R.sryal Naiuty) .t4.; Boyd . Lakes . u1'fkb. • PkIak b�i1t1+�S4 f - h l7 i•i Ii ud SURD L25 Fabl 4 J SITE LOCATION SO \th lane. NOTE(S) ZONING DATA ACCESSED FROM THE WELD COUNTY PROPERTY PORTAL Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet E 1-1 DUNN PIT ZONING AND AMBIENT NOISE MONITORING LOCATIONS DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNs. I :~ C c' k r I_, tt n I e 12 Loveland, Colorado (970) 484.7704 w, .eleso-inc.com PREPARED FOR: LOVELAND READY -MIX CONCRETE 3170000 SOLUTIONS' i rti C C7 K r O K n I au Loveland, Colorado > (970) 484.7704 wvrw.teleso-inc.com Path: F:IDunn Pit\MXDsINOISE\Fiaure4 NoiseContours.mxd Date: 9/8/2021 LEGEND 60 SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ME@alb INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-1 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 1.26 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE Path: F:\Dunn Pit\MXDs\NO!SE\Fiaure4 NoiseContours.mxd Date: 9/8/2021 LEGEND 60 80'° I • • SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-2 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 2.3 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LIBVE[.TB READY MIX CONCRETE Path: F: Dunn Pit\MXDsINOISE\Fiuure4 NoiseContours.rnxd Date: 91812021 I 'Mali NELSON FAMILY LLC LEGEND 60 ZONING SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) INGREMEN Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-3 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 3.46 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE C 0 o_ A N r a, ui m 0 x E Li 0 0 U w 0 W t!) U 0 a C L_ CO d LEGEND 60 X55= •_,80 I • SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-4 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 5.11 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r (_i K n I au Loveland, Colors *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE C C C 0 - Path: F: Dunn Pit\MXDsINOISE\Fiuure4 NoiseContours.rnxd Date: 9/8/2021 LEGEND 60 SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ME@alb INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-5 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 6.76 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti Z c it r i_i K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE User CuzeIn i an fah ill C C O 0 — N. \Dunn Pit\MXDs\NOISE\Fiuure4 NoiseContours.rnxd Date: 9/8/2021 -c co a 160 N+,. _ a 0 100 N SCALE IN FEET LEGEND 60 SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-6 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 8.44 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LIAR .OU READY MIX CONCRETE \Dunn Pit \MXDS\NOISE\Fiuure4 NoiseContours.rnxd Date: 9/8/2021 -c m a LEGEND 60 ZONING SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ME@alb AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) INGREMEN Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-7 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 10.24 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE User LIZe hil a:; ici1 in Path: F:\Dunn Pit\MXDsINOISE\Fiaure4 NoiseContours.rnxd Date: 9/8/2021 LEGEND 60 ZONING SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ME@alb AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) INGREMEN Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-8 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 11.63 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE Path: F:\Dunn Pit\MXDsINOISE\Ficiure4 NoiseContours.mxd Date: 9/812021 LEGEND 60 a 45. st8& r- L. I ZONING SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ME@alb AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) INGREMEN Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-9 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 13.08 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE Path: F: Dunn Pit\MXDs\NO!SE\Fiaure4 NoiseContours.mxd Date: 9/8/2021 LEGEND 60 ZONING SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ZE@alb AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL INGREMEN NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-10 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 14.57 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LIBVE[.M READY MIX CONCRETE Path: F:IDunn Pit\MXDsINOISE\Fioure4 NoiseContours.mxd Date: 9/8/2021 LEGEND 60 r• iw . SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-11 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 16.17 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LIBVE[.TB READY MIX CONCRETE Path: F: Dunn Pit\MXDsINOISE\Fiuure4 NoiseContours.rnxd Date: 9/8/2021 LEGEND 60 X55= 80 I • SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-12 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 17.69 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LORAN') READY MIX CONCRETE Path: F:\Dunn Pit\MXDsINOISEIFicrure4 NoiseContours.rnxd Date: 9/812021 LEGEND 60 SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ME@alb INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-13 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 19.14 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.TU READY MIX CONCRETE Path: F:\Dunn Pit \MXDsINOISE\Fiuure4 NoiseContours.rnxd Date: 9/8/2021 LEGEND 60 r• . {Ww SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ME@alb INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-14 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 20.81 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE Path: F:\Dunn Pit\MXDsINOISE\Fiaure4 NoiseContours.mxd Date: 9/8/2021 C-33 224733 LEGEND 60 SOUND LEVEL CONTOUR (dBA) DAYTIME RESIDENTIAL STANDARDS DAYTIME CONSTRUCTION STANDARDS ACCESS ROAD PROPERTY BOUNDARY ME@alb INGREMEN ZONING AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND ACTIVE MINE CELL NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-1 5 SOUND LEVEL CONTOURS FOR OVERBURDEN REMOVAL AND MINING YEAR END: 22.73 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com PREPARED FOR. LI)VE[.l U READY MIX CONCRETE 0 0 0 0 — ti C V co 1 W U) O z To" 0 C C C NELSON PAUL'OAIRY FARM LLC BIG THOMPSON VALLEY PLATTE TRUST LAND LLC NELSO kMILS? LIC SPAUR: LLC SPAUR LLC 3170000 I NELSO TAMILS LI EXCAVATI N COMPANY [G i 3170000 NELSO TAMILS? EHRLICH I INC COULSON GRIFFITHS ARTHUR M BINDER PAMIL* WESTERN EQUIPMENT & TRUCK INC POINT 50:9 dBA COMPLIANCE POINTC 57.8 dBA COMPLIANCE_ 1COMPLIANCE POINT/A'‘POINT 50.8dBA_ ,55.6 dBA • BINDER FAMIL FARMS LLC BOULDER SCIENTIFIC LAND LLC SCALE IN FEET LEGEND COMPLIANCE POINT WITH PREDICTED UNMITIGATED dBA LEVEL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND NOTE(S) ZONING DATA ACCESSED FROM THE WELD COUNTY PROPERTY PORTAL Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-16 DUNN PIT PREDICTED UNMITIGATED SOUND LEVELS DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO S01U7SGNS• I t~ C CI k r 1_t fC n I k b Loveland, Colorado (9741484.7704 aww.teleso-inc.com PREPARED FOR: L0VEL4 D READYMIX IX CONCRETE User CuzeIn i an fah ill Path: F:\Dunn Pit\MXDsINOISE\Fiuure4 17 NoiseContouis HaulRoads.mxd Date: 9/8/2021 COULSON E�XCAwic1 fly K NA JNIC GRIFFITHS ARTHUR M Platte EHRLICH AIILLIKEN�1 STORAGE MARTIN DEL CAMPO JOSE REFUGIO EATON BRENT J WAGNE FARMS WAGNER>. FARMS"EEC PACIFIC RICHARD 0 500 SCALE IN FEET LEGEND 60 80 55 - . itIP ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-17 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 1.26 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO SOLUTIONS' i rti c c K r O K n I au Loveland, Colora *> (970) 484.7704 www.teleso-inc.com L0IVELAND READY -MIX CONCRETE Dunn Pit\MXDsINOISE\Fiaure4 17 NoiseContours HaulRoads.mxd Date: 9/8/2021 MARTIN DEL CAMPO JOSE REFUGIO LEGEND 60 80 55 - . ZONING i NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-18 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 2.3 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. INC C, k r I e n Loveland, Colorado (970) 4844704 w.w.eEeso-inc.com LOIVELAND READY -MIX CONCRETE Dunn Pit\MXDsINOISE\Fiuure4 17 NoiseContours HaulRoads.mxd Date: 9/8/2021 L_ CO d tat WAGR FARMS LLC LEGEND 6O 80 55 - . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-19 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 3.46 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. I C c:, k r Otto. I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE Path: F:\Dunn Pit\MXDsINOISE\Fiuure4 17 NoiseContours HaulRoads.rnxd Date: 9/8/2021 .. r kirej ti LEGEND 60 80 55 - . ItIP ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet COULSON E>XCAW1 f GRIFFITHS ARTHUR fr I-4' T EHRLICH TERRELL DAVID EHRLICH MORRIS MICHAEL CHARLES MARTIN DEL CAMPO JOSE REF kr lse, WESTERN EQUIPMENT: TRUCK INC EATON BRENT'J. WAGNER FARMS LLC COULSON SCALE IN FEET FIGURE 4-20 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 5.11 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. I C c:, k r Oft I e n Loveland, Colorado (970) 484.7704 aww.teleso-inc.com L0IVELAND READY -MIX CONCRETE 111 Path: F:IDunn Pit\MXDslNOISE\Fiaure4 17 NoiseContours HaulRoads.mxd Date: 9/8/2021 LEGEND 60 80 55 - ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-21 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 6.76 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLu7S0NS• 1 :~ C C, k r k n I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE Dunn Pit\MXDsINOISE\Fiuure4 17 NoiseContours HaulRoads.mxd Date: 91812021 EATON BRENT.J Pas LEGEND 60 80 55 — . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-22 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 8.44 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. I C c:, k r I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE Path: F:\Dunn Pit\MXDsINOISE\Fiaure4 17 NoiseContours HaulRoads.rnxd Date: 9/8/2021 LEGEND 60 80 55 - . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-23 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 10.24 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. C C, k r ft n I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE 0 0 0 0— co, Path: F:\Dunn Pit\MXDsINOISE\Fiuure4 17 NoiseContours HaulRoads.rnxd Date: 9/812021 - MARTIN DEL CAMPO JOSE REFUGIO LEGEND 60 80 55 - . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-24 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 11.63 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. C c:, k r i_, ft n I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE Path: F:\Dunn PitIMXDs\NOISE\Fiaure4 17 NoiseContours HaulRoads.mxd Date: 9/8/2021 LEGEND 60 80 55 - . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-25 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 13.08 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. C C, k r I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com LOIVELAND READY -MIX CONCRETE Path: F:ADunn Pit\MXDsINOISE\Fiqure4 17 NoiseContours HaulRoads.rnxd Date: 9/8/2021 GRIFFITHS ARTHUR M BOULDER SCIENTIFIC LAND LLC WAGNER FARMS LLC SCALE IN FEET LEGEND 60 80 55 - . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-26 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 14.57 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. I C c:, k I e n Loveland, Colorado (970) 484.7704 aww.teleso-inc.com L0IVELAND READY -MIX CONCRETE LEGEND 60 80 55 - . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-27 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 16.17 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLuIS0NS• C C, k r i_, K.. I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE 0 0 0 o — ti Co) Path: F:\Dunn Pit\MXDsINOISE\Fiuure4 17 NoiseContours HaulRoads.mxd Date: 9/8/2021 LEGEND 60 80 55 - . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-28 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 17.69 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. C C, k r ft n I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE \Dunn Pit\MXDsINOISE\Fiaure4 17 NoiseContours HaulRoads.mxd Date: 9/8/2021 L_ CO d BOULDER SCIENTIFIC :LAND LLC LEGEND 6O 80 55 - . ZONING i NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-29 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 19.14 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. I C c:, k r Otto. I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE Path: F:\Dunn Pit \MXDsINOISE\Fiuure4 17 NoiseContours HaulRoads.rnxd Date: 9/8/2021 Thompson COULSON E3XCA % f GRIFFITHS ARTHUR M Thompson f TER.REELL EHRLICH MILLIKEN EATON BRENT J es WAGNER FARMS LLC WA;GNE rFARMS II SCALE IN FEET LEGEND SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-30 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 20.81 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO s o L u 7 S o N S• I r. C CI k r O k .. I k b Loveland, Colorado (970) 484.7704 aww.teleso-inc.com LOIVELAND READY -MIX CONCRETE Path: F:ADunn Pit\MXDsINOISE\Fiqure4 17 NoiseContours HaulRoads.rnxd Date: 9/8/2021 MARTIN DEL CAMPO JOSE REFUGIO LEGEND 60 80 55 - . ZONING NOTE(S) SOUND LEVEL CONTOUR (dBA) DAYTIME CONSTRUCTION STANDARD DAYTIME RESIDENTIAL STANDARDS HAUL ROAD MINING CELL PROPERTY BOUNDARY AGRICULTURAL COMMERCIAL EXEMPT REAL STATE ASSD RESIDENTIAL VACANT LAND Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 4-31 SOUND LEVEL CONTOURS FOR HAUL ROADS YEAR END: 22.73 DUNN PIT WELD COUNTY, COLORADO PREPARED BY: TELESTO soLurSaNS. C C, k r I e n Loveland, Colorado (970) 484.7704 w.w.eEeso-inc.com L0IVELAND READY -MIX CONCRETE Appendix A Ambient Sound Calculations Client: LRM TELESTO SOLUTIONSINCORPORATED • Job No: 300100-0o0-o1a Task: NoLse EvaLvatLovv Computed By:`r. Ytc c es Page 1 5 0O/11/21 Checked By: ). Mevtcovt% Date: •00/14/2021 Calculation Documentation Problem Statement: Loveland Ready -Mix Concrete, Inc. (LRM) is in the process of permitting a new operation in Weld County Colorado. One requirement of the permitting process is to conduct a noise evaluation to determine potential impacts to the neighborhoods surrounding the proposed project. Part of the process in determining impact is monitoring the background sound levels in the neighborhoods. Five monitoring locations were set-up at LRM property boundaries near the neighborhoods that could potentially be impacted by the sound levels generated from the proposed operation and one meter was set up closest to the neighborhood that may be affected from mining traffic sound. Objectives: 1. Calculate the A -weighted daytime and nighttime LAVG sound level for Monitoring Location 1 6 2. Calculate the 1 -hr A -weighted LAVA sound level for each hour of the monitoring period at Monitoring Location 1 6 Approach: 1. Combine and average sound level readings using equation B.3 from OSHA Appendix B Total L = 10 * to910 10 L'1/10 Ln sound pressure levels meaused by sound level meters Data and Assumptions: 1. Use LAvG values measured by the sound level meters for calculations 2. Daytime 14 -hr monitoring period from 7:00 a.m. to 9:00 p.m. 3. Nighttime 10 -hr monitoring period from 9:00 p.m. to 7:00 a.m. 4. LAvG was logged by the sound level meters every minute (60 seconds) 5. Extraneous sound levels recorded during meter set-up or take -down, or other anomalous points, are not included in 14 -hr, 10 -hr, or 1 -hr LAvG calculation 6. Observed or suspected train sounds from the neighboring train tracks during the monitoring period are not included in 14 -hr, 10 -hr, or 1 -hr LAvG calculation: 1. 5:17 — 5:20 PM, 5/12/21 (assumed) 2. 6:20 — 6:22 PM, 5/12/21 (assumed) 3. 8:21 — 8:22 PM, 5/12/21 (observed) 4. 11:23 — 11:31 PM, 5/12/21 (assumed) r] d of 5 TELESTO S O L U T I O N S• I N C O R P O R A T E C] J o b No: 300100-000-01R Client: LRM Page 2 Task: NoLse EvaLvatLovL Computed By:T. Ytc c es Checked By: ). Mevtcovt,% Date: 00/11/21 Date: -00/14/2021 Calculation: 1. Sound pressure levels recorded each minute were added together using equation B.3 from OSHA Appendix B. The 10^(LAvG/10) is calculated for each reading. Calculations for the first three data points are shown as an example: Run Time - Monitoring Location 2 Timestamp LAVG (dBA) 1o^(LAvG/1o) 5/13/2021 6:16:42 5/13/2021 6:17:42 5/13/2021 6:18:42 58.70 59.20 59.20 741,310 831,764 831,764 2. The 10^(LAvd10) is summed for all data points within each hour, and the total is divided by the number of readings (i.e. data points). Monitoring Location 2 Hourly LAVG (dBA) Time Calculation - dBA Meter Sum 10^(LAVG/10) # of Readings Suml# 1 -hr LAVG 6 - 6:59 7 - 7:59 8 - 8:59 9 - 9:59 10-10:59 11 -11-:59 12 - 12:59 1 - 1-:59 2 - 2:59 3 - a59 4-4:59 5 - 5:59 6 - 6:59 7-7:59 8 - 8:59 27, 733, 651 41, 333, 046 44, 552, 353 24, 813, 537 30,576,504 16,406,588 23,954,887 27,684,717 24,212,180 30,878,178 33,102,465 63,442,032 39,822,023 29,441,593 7,083,894 40 60 60 60 60 60 60 60 60 60 60 60 60 60 20 693,341 688,884 742,539 413,559 509,608 273,443 399,248 461,412 403,536 514,636 551,708 1,057,367 663,700 490,693 354,195 58.4 58.4 58.7 56.2 57.1 54.4 56.0 56.6 56.1 57.1 57.4 60.2 58.2 56.9 55.5 Day LAVG _ 437,303,995 800 546,630 57.4 3. The calculation is repeated for each sound level meter placed near the surrounding neighborhoods (Monitoring Locations 1- 6) to determine the overall (14 -hr and 10 -hr) background sound level and for the 1 -hr LAVG sound level for each hour during the monitoring period. Job No: 360100-006-o1a Client: LRM Page 3 of 5 S 0 Task: Noise Eval-u.ati,ov4, 'noses Date: 06/11/21 Computed By:T. S O L U T I O N S• I N C O R P O R A T E D Checked By: ). MevtcovI Date: -06/14/2021 Resu Its: 1. The Table daytime 'I and Daytime nighttime Results results are Summary summarized — Site in Tables Background 1- 4: Survey Background Sound Levels (dBA) No. of Lowest and Highest (1 -hour LAVG) and Overall (LAVG) from 7:00 am - Location Readings 9:00 pm . Lowest Time Highest Time Overall , Monitoring 12:00 pm 10:00 am Location 1 797 44.0 49.8 46.6 Monitoring 11:00 am 5:00 pm Location 2 800 54.4 60.2 57.4 10:00 8:00 Monitoring am pm Location 3 802 47.0 52.8 49.4 Monitoring 5:00 pm 7:00 pm Location 4 797 38.2 45.6 41.7 Monitoring 3:00 pm 8:00 am 810 41.4 48.6 46.3 Location 5 Monitoring 8:00 pm 8:00 am Location 6 840 63.3 83.0 73.7 \ Y Table 2 Nigtittime Results Summary — Site Background Survey Background Sound Levels (dBA) No. of Lowest Highest(1-hour L Overall 9:00 7:00 and AVG) and (LAVG)from m - p Readin sgLocation g am a Lowest Time Highest Time Overall Monitoring 2:00 am 6:00 am Location 1 562 33.5 49.5 43.5 Monitoring 1:00 am 6:00 am Location 2 538 44.5 5 8.4 5 3.1 5 Monitoring Location 3 560 39.2 1:00 am 56.4 6:00 am 49.4 Monitoring Location 4 524 34.7 1:00 am 46.4 6:00 am 41.0 Monitoring Location 5 557 32.8 2:00 am 49.8 6:00 am 43.7 Monitoring Location 6 600 48.5 1:00 am 67.2 6:00 am 59.6 Job No: 360100-006-o1a Client: LR.M Page 4 of , 5 S 0 Task: Noise Eval,u.ati,ov, 'noses Date: 06/11/21 Computed By:T. S O L U T I O N S• I N C O R P O R A T E D Checked By: ). Mev► c.ovI Date: •00/1.4/2021 Resu Table Its: 1. The 3 daytime Daytime and nighttime Hourly Results results are summarized Site Background in Tables 1- 4: Survey — Monitoring Monitoring 6 Monitoring Monitoring Monitoring a Monitoring < Time Location 1 Location 2 Location 3 Location 4 Location 5 Location 6 (1 -hr LAvG) (1-hrLAvG) (1 -hr LAVG) (1 -hr LAVG) (1 -hr LAVG) (1 -hr LAVG) 7:00 am 48.1 58.4 50.0 41.8 48.1 66.2 8:00 am 48.4 58.7 49.1 42.0 48.6 83.0 9:00 am 45.3 56.2 48.3 39.1 45.7 65.2 r 10:00 am o 49.8 57.1 47.0 39.8 48.6 . 65.5 11:00 am 44.8 54.4 48.1 41.2 45.5 e 79.0 r 12:00 pm 44.0 56.0 48.5 42.7 44.3 65.5 1:00 pm 46.3 56.6 48A 42.2 44.2 65.8 . 2:00 pm 44.4 56.1 48.8 41.8 41.4 68.3 3:00 pm 44.3 57.1 47.9 40.6 41.4 66.0 . 4:00 pm 44.9 57.4 50.3 41.1 43.3 68.1 5:00 pm 48.1 . 60.2 50.0 38.2 48.3 67.7 r 6:00 pm 47.1 58.2 50.5 39.2 46.2 67.5 7:00 pm 46.5 56.9 50.7 45.6 47.2 65.2 8:00 pm 46.1 55.5 52.8 44.4 47.3 63.3 Table 4 Nighttime Hourly Results - Site Background Survey Monitoring Monitoring Monitoring Monitoring Monitoring Monitoring Time Location 1 Location 2 Location 3 Location 4 Location 5 Location 6 (l-hrLAVG) (l-hrLAVG) (l-hrLAVG) (1 -hr L'AVG) (1 -hr LAvG) (1 -hr Lava) 9:00 pm 43.9 54.2 50.6 42.2 42.3 59.5 10:00 pm 46.7 50.7 46.3 41.0 45.1 55.8 11:00 pm 41.6 51.0 45.6 40.2 42.5 55.8 12:00 am 38.8 48.4 43.5 37.9 46.5 52.5 n 1:00 am 41.2 44.5 39.2 34.7 39.9 48.5 2:00 am 33.5 44.9 39.8 34.8 32.8 51.1 3:00 am 34.8 46.8 43.3 37.6 35.0 53.0 4:00 am 38.3 52.5 49.1 38.4 37.3 57.2 a 5:00 am 47.6 58.2 54.7 44.9 47.6 60.7 6:00 am 49.5 58.4 56.4 46.4 49.8 67.2 Client: LRM TELESTO SOLUTIONSINCORPORATED f Job No: 300100-0o0-o1a Task: NoLse EvaLvatLovv Computed By:`r. Ytc c es Page 5 5 00/11/21 Checked By: J. Mevtcovt% Date: •00/14/2021 References: Driscoll, D. R, 2013. Occupational Safety and Health Administration (OSHA) Technical Manual (OTM). [Online] Available at: https://www.osha.gov/otm/section-3-health-ha2ards/chapter- 5#appendixb [Accessed 01 June 2021]. Appendix B Raw Data S004 BLU010005 13052021 201005: Information Panel uescription Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S004_BLU010005_13052021_201005: Summary Data Panel uescription Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S004_BLU010005_13052021_201005: Logged Data Table Date/Time 5/13/2021 7:25:24 5/13/2021 7:26:24 5/13/2021 7:27:24 5/13/2021 7:28:24 5/13/2021 7:29:24 5/13/2021 7:30:24 5/13/2021 7:31:24 5/13/2021 7:32:24 5/13/2021 7:33:24 5/13/2021 7:34:24 5/13/2021 7:35:24 5/13/2021 7:36:24 5/13/2021 7:37:24 5/13/2021 7:38:24 5/13/2021 7:39:24 5/13/2021 7:40:24 5/13/2021 7:41:24 5/13/2021 7:42:24 5/13/2021 7:43:24 5/13/2021 7:44:24 5/13/2021 7:45:24 5/13/2021 7:46:24 5/13/2021 7:47:24 5/13/2021 7:48:24 5/13/2021 7:49:24 5/13/2021 7:50:24 5/13/2021 7:51:24 5/13/2021 7:52:24 5/13/2021 7:53:24 5/13/2021 7:54:24 value S004_B LU 010005_13052021 _201005 Point 1 5/13/2021 7:24:24 5/13/2021 20:08:20 SoundPro DL R.13H BLU010005 Meter/ sensor 1 1 1 1 1 1 1 2 2 2 2 Lavg-1 61.50 48.00 49.40 46.60 46.20 49.50 47.80 50.70 45.50 44.10 48.10 44.50 42.80 43.10 46.20 47.70 52.00 49.00 47.60 54.30 46.00 42.70 42.80 51.60 43.20 43.00 52.00 50.30 45.50 44.10 value 60 s SLOW A 10dB IM IM 1/3 3 dB SLOW C 3 dB 10dB Lavg-2 68.00 66.60 66.20 61.70 62.10 64.20 61.60 64.30 61.60 60.30 61.40 60.20 60.20 60.10 61.50 63.50 64.10 63.20 60.90 64.80 62.20 61.10 60.80 63.80 61.90 62.00 63.50 62.90 61.70 61.80 Page 1/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 7:55:24 7:56:24 7:57:24 7:58:24 7:59:24 8:00:24 8:01:24 8:02:24 8:03:24 8:04:24 8:05:24 8:06:24 8:07:24 8:08:24 8:09:24 8:10:24 8:11:24 8:12:24 8:13:24 8:14:24 8:15:24 8:16:24 8:17:24 8:18:24 8:19:24 8:20:24 8:21:24 8:22:24 8:23:24 8:24:24 8:25:24 8:26:24 8:27:24 8:28:24 8:29:24 8:30:24 8:31:24 8:32:24 8:33:24 8:34:24 8:35:24 8:36:24 8:37:24 8:38:24 8:39:24 8:40:24 8:41:24 8:42:24 8:43:24 8:44:24 8:45:24 8:46:24 8:47:24 8:48:24 8:49:24 8:50:24 8:51:24 8:52:24 8:53:24 42.50 63.30 46.70 62.90 48.50 62.90 46.70 61.60 46.10 61.40 46.00 60.70 47.10 62.30 46.00 61.80 49.10 63.30 45.60 62.90 44.60 61.60 48.60 63.70 57.50 71.00 51.30 64.70 47.80 62.50 47.60 63.20 47.00 62.60 46.90 63.10 46.20 62.60 46.30 62.70 50.30 63.30 48.10 62.50 44.60 61.50 44.40 61.90 51.60 64.60 47.60 64.40 48.40 65.10 48.30 65.00 48.30 64.30 56.20 68.30 45.40 62.90 49.60 63.40 51.60 65.40 50.80 64.20 46.60 61.30 49.90 66.50 48.10 63.20 46.20 59.90 47.00 60.10 46.10 60.30 44.30 60.20 41.40 60.90 44.60 63.00 45.70 60.10 43.80 60.40 42.40 60.70 41.20 59.40 41.80 59.50 43.00 59.60 44.60 59.20 47.30 61.00 41.50 59.80 43.20 60.20 43.90 64.10 55.50 71.70 45.40 62.00 43.00 60.20 43.60 60.80 42.30 60.60 Page 2/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 8:54:24 8:55:24 8:56:24 8:57:24 8:58:24 8:59:24 9:00:24 9:01:24 9:02:24 9:03:24 9:04:24 9:05:24 9:06:24 9:07:24 9:08:24 9:09:24 9:10:24 9:11:24 9:12:24 9:13:24 9:14:24 9:15:24 9:16:24 9:17:24 9:18:24 9:19:24 9:20:24 9:21:24 9:22:24 9:23:24 9:24:24 9:25:24 9:26:24 9:27:24 9:28:24 9:29:24 9:30:24 9:31:24 9:32:24 9:33:24 9:34:24 9:35:24 9:36:24 9:37:24 9:38:24 9:39:24 9:40:24 9:41:24 9:42:24 9:43:24 9:44:24 9:45:24 9:46:24 9:47:24 9:48:24 9:49:24 9:50:24 9:51:24 9:52:24 41.00 59.70 46.30 61.50 40.30 59.40 43.10 60.10 46.60 61.00 48.00 61.30 43.20 59.40 44.00 58.60 48.50 59.30 51.10 60.30 44.00 59.00 41.90 58.60 43.40 58.20 43.60 58.60 42.40 59.00 45.40 58.60 40.60 58.50 44.20 59.00 42.80 58.40 43.60 58.90 44.10 58.90 42.90 59.90 44.50 58.90 41.80 58.40 46.30 59.50 45.70 59.10 47.20 60.60 43.70 59.10 49.40 59.20 41.90 57.50 41.10 57.30 40.60 58.40 42.50 58.20 46.00 60.00 40.70 57.90 42.00 59.20 42.30 59.80 52.40 64.70 41.00 57.90 40.00 58.70 41.00 57.90 41.10 57.90 40.20 58.60 54.50 68.30 47.40 59.60 42.40 59.70 41.00 58.30 40.50 58.10 49.60 61.50 39.20 57.30 42.90 58.50 49.80 61.90 42.20 58.60 41.00 58.40 42.40 59.40 42.00 58.90 45.00 59.10 39.00 57.80 40.20 58.70 Page 3/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 9:53:24 9:54:24 9:55:24 9:56:24 9:57:24 9:58:24 9:59:24 10:00:24 10:01:24 10:02:24 10:03:24 10:04:24 10:05:24 10:06:24 10:07:24 10:08:24 10:09:24 10:10:24 10:11:24 10:12:24 10:13:24 10:14:24 10:15:24 10:16:24 10:17:24 10:18:24 10:19:24 10:20:24 10:21:24 10:22:24 10:23:24 10:24:24 10:25:24 10:26:24 10:27:24 10:28:24 10:29:24 10:30:24 10:31:24 10:32:24 10:33:24 10:34:24 10:35:24 10:36:24 10:37:24 10:38:24 10:39:24 10:40:24 10:41:24 10:42:24 10:43:24 10:44:24 10:45:24 10:46:24 10:47:24 10:48:24 10:49:24 10:50:24 10:51:24 38.70 57.90 39.10 57.10 38.30 57.70 40.40 57.70 40.70 58.20 46.80 59.80 49.50 62.40 48.10 66.30 39.50 57.30 41.60 57.20 44.50 58.70 45.30 60.30 38.70 57.00 38.70 57.10 38.10 56.80 37.60 57.00 42.60 57.70 42.50 59.60 43.80 57.50 45.00 58.10 42.50 57.70 42.60 57.90 48.90 61.10 54.50 66.40 43.80 61.40 42.90 60.20 42.70 59.10 42.40 58.60 41.60 58.80 56.20 64.60 57.00 66.60 52.50 63.20 51.40 62.70 50.60 62.60 52.00 62.80 48.30 61.90 51.60 67.30 56.50 69.10 48.50 63.10 49.90 61.20 46.00 60.40 47.80 59.10 39.40 58.20 43.10 58.40 53.00 65.60 48.40 62.10 45.50 60.50 45.10 61.20 48.50 61.30 44.80 60.00 44.10 60.10 45.20 60.40 49.70 63.70 47.80 60.80 51.70 62.00 44.50 57.90 42.10 58.10 43.40 58.50 55.50 65.40 Page 4/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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11:42:24 11:43:24 11:44:24 11:45:24 11:46:24 11:47:24 11:48:24 11:49:24 11:50:24 56.00 71.50 47.40 62.40 52.50 63.40 50.60 62.10 57.20 67.50 43.80 62.50 40.20 58.50 40.20 58.40 42.50 59.20 41.40 59.10 43.80 58.10 52.00 62.30 47.80 61.10 42.80 64.00 47.60 63.20 43.80 62.00 47.00 62.50 39.90 57.60 44.00 59.30 40.30 58.50 39.00 59.20 39.20 57.10 41.10 56.40 43.60 58.60 38.60 56.80 38.70 56.80 39.70 57.00 40.70 57.70 47.50 64.20 41.50 59.50 45.50 56.70 41.30 56.90 40.70 57.30 39.50 56.80 39.90 57.50 38.70 56.60 38.90 56.00 37.40 56.70 39.30 56.50 38.60 56.40 39.60 55.40 45.80 56.70 41.20 56.20 47.00 58.60 44.20 59.70 43.30 59.30 43.00 57.40 39.80 57.30 39.50 58.30 36.90 57.60 37.50 57.20 40.90 57.60 37.40 55.40 38.80 56.20 45.10 57.90 42.70 56.60 40.40 55.70 46.20 57.60 49.00 61.70 Page 5/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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44.10 55.70 44.00 57.00 42.90 58.50 44.90 57.30 44.60 56.60 49.70 59.30 38.10 54.40 37.10 53.70 41.20 54.80 42.40 55.90 42.20 53.50 44.60 53.60 46.50 57.30 46.30 60.90 45.10 55.00 44.40 54.90 43.30 54.20 44.20 55.30 46.80 59.70 56.70 71.40 43.20 57.60 41.30 51.90 39.50 52.40 39.90 53.20 38.30 55.00 56.30 68.00 41.40 54.70 42.50 55.90 40.40 54.60 37.50 54.20 36.90 55.40 45.00 58.30 42.20 53.70 42.70 52.50 40.60 56.40 50.60 63.00 48.60 60.30 43.40 54.20 42.60 54.30 Page 7/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 13:49:24 13:50:24 13:51:24 13:52:24 13:53:24 13:54:24 13:55:24 13:56:24 13:57:24 13:58:24 13:59:24 14:00:24 14:01:24 14:02:24 14:03:24 14:04:24 14:05:24 14:06:24 14:07:24 14:08:24 14:09:24 14:10:24 14:11:24 14:12:24 14:13:24 14:14:24 14:15:24 14:16:24 14:17:24 14:18:24 14:19:24 14:20:24 14:21:24 14:22:24 14:23:24 14:24:24 14:25:24 14:26:24 14:27:24 14:28:24 14:29:24 14:30:24 14:31:24 14:32:24 14:33:24 14:34:24 14:35:24 14:36:24 14:37:24 14:38:24 14:39:24 14:40:24 14:41:24 14:42:24 14:43:24 14:44:24 14:45:24 14:46:24 14:47:24 51.90 61.80 42.60 57.70 50.80 64.00 42.50 59.80 39.10 59.20 39.00 56.40 49.80 62.30 47.30 61.60 40.10 57.70 47.60 63.10 37.00 53.70 45.80 57.20 38.10 53.50 37.20 53.80 40.30 57.90 57.10 67.20 42.40 58.20 35.90 55.50 40.30 56.90 41.40 62.60 43.10 57.80 40.10 56.90 47.80 60.30 41.00 56.30 38.80 55.70 40.90 55.20 39.30 57.50 39.70 59.50 39.70 57.00 40.20 57.10 40.60 58.00 46.70 59.00 42.20 60.10 38.00 55.50 36.30 55.40 37.70 56.70 40.10 59.30 40.10 57.80 39.60 58.50 37.70 56.00 44.40 58.40 47.10 64.80 43.60 60.80 44.60 57.10 53.90 65.10 45.20 60.00 37.30 55.30 37.80 54.20 44.10 57.00 42.50 56.70 50.30 69.90 38.20 55.10 42.70 53.50 39.10 53.40 37.70 53.80 45.70 57.30 34.90 56.50 33.20 53.80 33.90 54.00 Page 8/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 14:48:24 14:49:24 14:50:24 14:51:24 14:52:24 14:53:24 14:54:24 14:55:24 14:56:24 14:57:24 14:58:24 14:59:24 15:00:24 15:01:24 15:02:24 15:03:24 15:04:24 15:05:24 15:06:24 15:07:24 15:08:24 15:09:24 15:10:24 15:11:24 15:12:24 15:13:24 15:14:24 15:15:24 15:16:24 15:17:24 15:18:24 15:19:24 15:20:24 15:21:24 15:22:24 15:23:24 15:24:24 15:25:24 15:26:24 15:27:24 15:28:24 15:29:24 15:30:24 15:31:24 15:32:24 15:33:24 15:34:24 15:35:24 15:36:24 15:37:24 15:38:24 15:39:24 15:40:24 15:41:24 15:42:24 15:43:24 15:44:24 15:45:24 15:46:24 34.40 54.50 45.10 58.20 36.80 52.70 44.00 54.90 37.50 54.10 36.70 49.70 34.70 52.20 36.00 51.50 39.50 53.80 37.50 51.90 37.30 51.00 38.10 54.60 48.60 58.00 39.30 56.20 42.90 55.90 45.10 57.10 43.20 56.60 40.70 55.40 52.60 63.40 40.30 58.00 35.90 52.20 42.20 56.50 36.40 55.20 39.40 53.90 40.10 57.50 42.30 56.40 39.90 58.10 37.10 54.10 41.50 53.70 41.60 53.50 45.40 59.80 41.90 55.40 41.00 53.60 45.60 58.40 36.20 52.90 42.80 56.20 39.20 57.40 53.80 66.20 46.90 59.60 39.20 52.70 39.70 56.40 46.20 57.00 39.30 53.30 41.10 55.40 43.70 58.40 46.50 58.80 45.60 57.90 43.90 57.60 40.00 54.90 39.60 54.50 36.60 54.30 44.80 61.40 36.80 55.00 36.40 55.60 42.60 57.30 40.20 56.30 50.40 62.00 42.80 55.80 44.60 58.50 Page 9/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 15:47:24 15:48:24 15:49:24 15:50:24 15:51:24 15:52:24 15:53:24 15:54:24 15:55:24 15:56:24 15:57:24 15:58:24 15:59:24 16:00:24 16:01:24 16:02:24 16:03:24 16:04:24 16:05:24 16:06:24 16:07:24 16:08:24 16:09:24 16:10:24 16:11:24 16:12:24 16:13:24 16:14:24 16:15:24 16:16:24 16:17:24 16:18:24 16:19:24 16:20:24 16:21:24 16:22:24 16:23:24 16:24:24 16:25:24 16:26:24 16:27:24 16:28:24 16:29:24 16:30:24 16:31:24 16:32:24 16:33:24 16:34:24 16:35:24 16:36:24 16:37:24 16:38:24 16:39:24 16:40:24 16:41:24 16:42:24 16:43:24 16:44:24 16:45:24 41.30 54.40 45.90 57.70 40.10 54.40 44.90 59.10 42.00 53.20 45.00 56.40 41.10 52.30 40.30 52.50 46.60 58.10 45.60 59.70 41.40 59.90 39.30 53.40 39.60 51.80 39.20 51.20 42.50 55.50 46.10 60.80 41.20 57.30 47.10 61.10 39.30 54.00 41.20 54.60 38.50 51.90 38.40 53.50 38.20 55.50 45.50 56.40 47.00 58.00 42.80 54.50 42.40 55.10 40.40 55.20 39.60 54.50 41.00 55.80 43.70 52.50 43.90 52.00 42.30 50.40 37.20 53.80 38.80 53.90 39.20 54.20 40.50 54.80 41.70 52.70 43.20 53.70 45.90 54.70 48.80 59.60 41.70 53.90 42.50 54.80 41.70 55.00 43.60 59.00 46.90 54.10 39.30 53.10 40.80 54.50 41.90 56.10 45.80 57.60 45.30 57.70 45.30 55.00 47.30 55.20 46.70 54.40 46.40 57.50 45.20 56.50 44.20 56.70 44.40 55.20 49.90 58.70 Page 10/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 16:46:24 16:47:24 16:48:24 16:49:24 16:50:24 16:51:24 16:52:24 16:53:24 16:54:24 16:55:24 16:56:24 16:57:24 16:58:24 16:59:24 17:00:24 17:01:24 17:02:24 17:03:24 17:04:24 17:05:24 17:06:24 17:07:24 17:08:24 17:09:24 17:10:24 17:11:24 17:12:24 17:13:24 17:14:24 17:15:24 17:16:24 17:17:24 17:18:24 17:19:24 17:20:24 17:21:24 17:22:24 17:23:24 17:24:24 17:25:24 17:26:24 17:27:24 17:28:24 17:29:24 17:30:24 17:31:24 17:32:24 17:33:24 17:34:24 17:35:24 17:36:24 17:37:24 17:38:24 17:39:24 17:40:24 17:41:24 17:42:24 17:43:24 17:44:24 46.60 53.80 44.20 58.20 46.20 54.20 47.80 60.30 47.30 57.00 49.40 67.00 44.40 58.20 47.30 57.30 45.10 55.80 44.60 54.00 44.60 55.80 46.80 58.00 48.80 59.20 49.00 55.60 48.30 57.90 45.80 53.80 48.60 56.10 50.10 59.10 46.90 55.90 47.80 56.60 47.60 57.70 47.80 57.90 45.20 55.00 42.50 54.10 45.60 59.50 45.30 55.00 43.90 53.70 47.90 59.30 49.70 61.60 46.30 57.70 45.60 56.30 50.30 59.60 46.80 55.90 46.60 54.80 46.00 57.80 45.90 55.80 47.80 59.10 47.40 54.70 45.00 54.10 48.20 58.60 43.00 54.70 41.60 56.10 48.00 60.60 44.70 57.20 47.10 59.00 44.60 57.50 55.80 65.20 49.80 67.00 57.80 69.70 55.20 70.50 45.80 56.20 46.10 58.60 44.80 57.60 45.70 55.70 44.70 53.30 44.40 53.50 42.30 52.80 44.60 56.00 48.40 57.80 Page 11/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 17:45:24 17:46:24 17:47:24 17:48:24 17:49:24 17:50:24 17:51:24 17:52:24 17:53:24 17:54:24 17:55:24 17:56:24 17:57:24 17:58:24 17:59:24 18:00:24 18:01:24 18:02:24 18:03:24 18:04:24 18:05:24 18:06:24 18:07:24 18:08:24 18:09:24 18:10:24 18:11:24 18:12:24 18:13:24 18:14:24 18:15:24 18:16:24 18:17:24 18:18:24 18:19:24 18:20:24 18:21:24 18:22:24 18:23:24 18:24:24 18:25:24 18:26:24 18:27:24 18:28:24 18:29:24 18:30:24 18:31:24 18:32:24 18:33:24 18:34:24 18:35:24 18:36:24 18:37:24 18:38:24 18:39:24 18:40:24 18:41:24 18:42:24 18:43:24 45.90 57.10 45.70 60.00 48.20 58.30 44.80 56.60 48.50 59.10 46.30 54.60 46.50 55.70 46.80 57.20 46.60 55.80 42.90 54.80 43.80 54.50 42.90 55.00 44.80 54.90 45.70 57.80 43.30 58.30 43.00 54.20 42.60 53.60 47.40 56.30 47.60 57.50 44.30 53.70 44.90 54.30 48.40 58.00 43.60 53.70 44.90 60.00 44.00 54.60 44.00 54.60 47.20 57.50 49.10 58.00 44.10 55.10 44.40 56.70 46.30 56.30 44.30 53.80 45.30 53.90 45.90 55.70 45.90 55.70 46.20 60.60 45.10 54.60 45.10 55.10 44.40 58.70 44.20 55.10 48.20 55.40 47.20 55.60 50.70 56.40 46.90 57.30 45.70 57.10 46.30 57.20 46.00 57.20 45.40 54.50 46.00 62.70 43.80 53.50 44.40 53.70 44.50 54.60 45.10 54.10 48.20 55.60 44.30 54.90 42.90 53.20 43.80 53.90 45.40 55.20 45.30 55.50 Page 12/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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50.00 57.70 55.20 72.30 43.40 54.70 42.60 53.10 42.70 52.30 47.00 55.50 43.70 53.10 43.10 54.10 44.00 53.70 49.40 59.20 49.70 59.10 44.80 54.80 45.50 56.00 44.40 59.60 44.20 54.10 49.90 61.10 43.80 54.00 45.00 53.70 46.20 56.50 42.50 53.50 44.90 58.10 43.00 54.00 44.60 55.70 45.70 54.60 45.50 54.90 46.20 56.80 49.60 58.70 46.70 57.40 44.90 54.00 49.20 55.30 43.30 52.50 45.50 56.30 44.90 55.90 44.10 56.40 48.10 54.10 47.00 52.70 44.40 51.90 44.60 53.60 42.80 51.60 43.00 51.90 44.70 54.30 45.40 56.40 45.20 54.20 50.70 64.90 45.60 55.50 44.90 53.20 Page 13/14 5/13/2021 19:43:24 5/13/2021 19:44:24 5/13/2021 19:45:24 5/13/2021 19:46:24 5/13/2021 19:47:24 5/13/2021 19:48:24 5/13/2021 19:49:24 5/13/2021 19:50:24 5/13/2021 19:51:24 5/13/2021 19:52:24 5/13/2021 19:53:24 5/13/2021 19:54:24 5/13/2021 19:55:24 5/13/2021 19:56:24 5/13/2021 19:57:24 5/13/2021 19:58:24 5/13/2021 19:59:24 5/13/2021 20:00:24 5/13/2021 20:01:24 5/13/2021 20:02:24 5/13/2021 20:03:24 5/13/2021 20:04:24 5/13/2021 20:05:24 5/13/2021 20:06:24 5/13/2021 20:07:24 46.40 55.80 45.80 57.50 48.20 57.50 48.80 55.30 46.70 53.90 43.30 52.00 44.90 51.70 50.20 59.70 49.50 58.70 50.00 55.90 47.00 55.00 44.50 52.10 48.40 54.90 47.10 56.70 47.10 58.10 44.80 58.10 46.00 56.10 46.40 56.20 48.90 59.70 50.70 64.00 49.70 61.70 47.20 56.30 46.20 57.70 46.30 55.90 46.50 59.40 Page 14/14 S005 BLU010005 14052021 141355: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S005_BLU010005_14052021_141355: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold SUU5_I3LUU1UUUb_14Ub2U21_1413bb: Logged Data I able Date/Time 5/13/2021 20:14:56 5/13/2021 20:15:56 5/13/2021 20:16:56 5/13/2021 20:17:56 5/13/2021 20:18:56 5/13/2021 20:19:56 5/13/2021 20:20:56 5/13/2021 20:21:56 5/13/2021 20:22:56 5/13/2021 20:23:56 5/13/2021 20:24:56 5/13/2021 20:25:56 5/13/2021 20:26:56 5/13/2021 20:27:56 5/13/2021 20:28:56 5/13/2021 20:29:56 5/13/2021 20:30:56 5/13/2021 20:31:56 5/13/2021 20:32:56 5/13/2021 20:33:56 5/13/2021 20:34:56 5/13/2021 20:35:56 5/13/2021 20:36:56 5/13/2021 20:37:56 5/13/2021 20:38:56 5/13/2021 20:39:56 5/13/2021 20:40:56 5/13/2021 20:41:56 5/13/2021 20:42:56 5/13/2021 20:43:56 Value S005_B LU 01000514052021 _141355 Point 1 5/13/2021 20:13:56 5/14/2021 6:26:33 SoundPro DL R.13H BLU010005 Meter/ Sensor 1 1 1 1 1 1 1 2 2 2 2 Lavg-1 64.20 50.10 48.40 43.80 45.50 43.00 43.30 43.50 45.60 47.10 47.40 45.80 43.40 46.50 46.50 45.90 48.60 47.40 43.10 48.10 52.30 42.20 48.80 46.70 42.60 45.50 40.80 42.30 45.50 48.40 Value 60 s SLOW A 10dB 1/3 3 dB SLOW C 3 dB 10dB Lavg-2 75.10 68.20 62.60 58.40 58.30 58.50 58.60 59.30 58.90 58.90 59.80 60.70 59.30 59.80 60.90 59.90 60.60 60.80 59.10 60.10 63.90 59.10 60.90 56.30 52.30 53.50 51.00 52.30 58.50 62.50 Page 1/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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21:39:56 21:40:56 21:41:56 21:42:56 47.20 58.90 43.60 52.00 43.20 54.20 41.50 51.20 44.80 52.50 41.00 50.40 43.50 51.30 45.10 53.90 47.00 55.70 44.90 54.40 44.10 51.50 44.50 52.40 43.20 53.40 42.60 52.10 49.80 59.30 49.60 62.10 41.00 50.50 44.80 51.90 44.70 55.80 47.50 60.30 45.40 58.40 42.70 57.80 41.80 58.80 43.80 59.50 48.60 60.30 46.90 59.20 41.40 58.70 41.30 58.90 48.90 65.40 41.50 59.30 45.30 58.80 47.20 59.90 71.80 76.30 47.40 56.80 41.50 52.30 44.20 51.10 45.20 58.00 45.90 64.80 40.70 53.60 44.20 52.60 38.70 49.10 43.00 53.50 50.50 67.00 42.50 55.20 38.20 53.30 35.50 50.80 40.50 54.10 33.30 52.30 37.80 50.20 39.50 52.40 38.80 53.00 39.90 51.20 38.10 52.60 36.00 49.60 34.80 51.60 37.00 52.90 38.70 49.70 36.10 49.90 40.80 50.30 Page 2/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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42.90 51.70 48.40 59.00 46.60 55.30 41.20 52.40 41.50 48.60 44.10 52.10 46.00 54.40 41.40 50.10 40.20 49.40 41.10 50.80 42.00 52.80 38.80 53.40 43.80 58.90 44.30 62.50 51.60 67.60 60.60 71.50 41.10 61.30 41.10 57.60 44.70 54.00 39.60 48.70 40.50 48.20 42.20 50.90 39.40 50.70 39.60 50.90 38.60 51.60 45.90 55.20 40.20 49.80 41.30 53.00 42.10 51.70 39.40 48.70 39.20 51.30 41.50 53.20 42.10 52.90 41.80 51.90 41.70 53.20 44.00 51.50 44.70 50.60 47.30 53.30 46.20 51.60 44.90 51.00 46.80 51.90 47.70 52.30 44.80 51.10 43.30 50.50 45.00 52.00 43.30 51.40 48.70 52.30 47.70 53.40 46.90 51.30 Page 3/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 22:42:56 22:43:56 22:44:56 22:45:56 22:46:56 22:47:56 22:48:56 22:49:56 22:50:56 22:51:56 22:52:56 22:53:56 22:54:56 22:55:56 22:56:56 22:57:56 22:58:56 22:59:56 23:00:56 23:01:56 23:02:56 23:03:56 23:04:56 23:05:56 23:06:56 23:07:56 23:08:56 23:09:56 23:10:56 23:11:56 23:12:56 23:13:56 23:14:56 23:15:56 23:16:56 23:17:56 23:18:56 23:19:56 23:20:56 23:21:56 23:22:56 23:23:56 23:24:56 23:25:56 23:26:56 23:27:56 23:28:56 23:29:56 23:30:56 23:31:56 23:32:56 23:33:56 23:34:56 23:35:56 23:36:56 23:37:56 23:38:56 23:39:56 23:40:56 48.10 52.10 48.90 51.70 50.00 52.20 49.80 52.10 47.50 51.00 44.00 50.90 44.10 52.70 38.00 49.00 40.50 50.00 40.70 53.10 43.20 52.20 40.50 50.10 39.90 50.30 39.30 50.80 39.60 49.30 41.30 51.00 36.20 48.50 41.70 50.50 43.00 51.30 43.90 58.40 40.30 53.00 41.50 52.00 44.30 53.90 38.70 50.40 39.10 50.20 38.30 49.00 40.10 50.40 38.90 50.70 39.80 50.10 38.60 49.80 36.60 49.70 37.70 50.20 40.40 52.50 43.20 52.20 37.70 49.90 39.00 49.60 41.10 50.50 44.20 51.00 43.60 51.30 43.40 51.70 44.10 52.80 44.00 54.70 42.50 52.20 40.40 53.10 40.50 50.60 39.50 49.60 40.70 51.90 41.70 51.50 39.40 50.00 38.90 50.20 39.90 56.90 37.40 49.20 39.50 48.50 37.30 48.40 45.80 54.40 45.60 53.80 37.50 48.10 37.70 48.10 40.00 49.20 Page 4/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 23:41:56 23:42:56 23:43:56 23:44:56 23:45:56 23:46:56 23:47:56 23:48:56 23:49:56 23:50:56 23:51:56 23:52:56 23:53:56 23:54:56 23:55:56 23:56:56 23:57:56 23:58:56 23:59:56 0:00:56 0:01:56 0:02:56 0:03:56 0:04:56 0:05:56 0:06:56 0:07:56 0:08:56 0:09:56 0:10:56 0:11:56 0:12:56 0:13:56 0:14:56 0:15:56 0:16:56 0:17:56 0:18:56 0:19:56 0:20:56 0:21:56 0:22:56 0:23:56 0:24:56 0:25:56 0:26:56 0:27:56 0:28:56 0:29:56 0:30:56 0:31:56 0:32:56 0:33:56 0:34:56 0:35:56 0:36:56 0:37:56 0:38:56 0:39:56 39.60 49.40 41.60 50.10 46.10 54.80 41.30 49.70 42.50 50.80 45.60 54.30 43.20 51.00 41.60 49.80 40.50 48.50 39.90 48.20 42.70 49.40 43.50 49.70 40.60 48.80 40.30 48.80 41.10 48.70 40.20 48.00 38.00 47.40 41.30 47.60 40.20 46.10 38.20 44.50 38.40 46.30 34.60 46.20 39.30 48.90 42.90 56.90 39.00 49.80 35.90 50.90 33.90 53.70 37.70 51.20 36.30 53.40 44.10 53.60 45.30 52.10 42.50 51.40 45.50 56.90 42.50 53.60 34.20 49.40 34.00 49.50 35.90 48.10 38.80 49.00 37.60 48.70 36.10 47.90 33.50 47.70 34.30 47.40 32.70 47.80 32.70 47.60 33.30 48.30 35.60 49.00 38.00 48.30 34.10 46.80 38.30 48.50 36.00 48.40 32.10 47.60 35.20 48.20 32.70 48.20 33.40 50.10 33.10 48.80 32.20 48.80 33.00 47.90 36.10 48.20 34.60 47.70 Page 5/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 0:40:56 0:41:56 0:42:56 0:43:56 0:44:56 0:45:56 0:46:56 0:47:56 0:48:56 0:49:56 0:50:56 0:51:56 0:52:56 0:53:56 0:54:56 0:55:56 0:56:56 0:57:56 0:58:56 0:59:56 1:00:56 1:01:56 1:02:56 1:03:56 1:04:56 1:05:56 1:06:56 1:07:56 1:08:56 1:09:56 1:10:56 1:11:56 1:12:56 1:13:56 1:14:56 1:15:56 1:16:56 1:17:56 1:18:56 1:19:56 1:20:56 1:21:56 1:22:56 1:23:56 1:24:56 1:25:56 1:26:56 1:27:56 1:28:56 1:29:56 1:30:56 1:31:56 1:32:56 1:33:56 1:34:56 1:35:56 1:36:56 1:37:56 1:38:56 35.10 47.90 38.10 48.60 34.30 47.80 37.60 49.30 35.20 48.20 36.20 48.10 38.00 48.20 40.40 48.30 42.40 50.50 45.00 51.80 43.40 54.70 40.30 50.80 37.50 49.00 37.80 49.10 39.20 49.60 37.30 49.10 35.80 48.20 36.70 48.20 37.10 49.10 40.80 49.60 44.00 51.70 42.80 53.50 44.80 51.90 43.60 52.20 43.50 51.10 41.00 50.40 39.10 50.10 40.20 49.80 41.50 49.90 40.90 50.10 42.40 49.70 44.40 49.20 42.90 48.30 48.10 57.60 41.80 50.40 40.70 50.70 39.10 51.40 36.00 46.90 40.00 48.40 38.80 46.20 41.40 48.10 41.80 48.70 44.10 50.30 44.60 51.30 45.00 55.80 42.90 48.50 42.30 47.90 42.10 47.60 42.80 48.00 42.50 48.10 39.90 46.90 42.40 47.10 45.40 53.00 46.70 49.30 37.40 47.00 34.10 45.00 34.20 45.20 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2:26:56 2:27:56 2:28:56 2:29:56 2:30:56 2:31:56 2:32:56 2:33:56 2:34:56 2:35:56 2:36:56 2:37:56 33.40 43.10 40.40 46.00 35.50 43.60 40.10 45.70 35.30 46.10 34.60 47.60 34.40 52.30 34.90 47.80 35.40 50.20 37.40 52.00 35.20 53.00 36.00 50.60 35.00 57.60 35.60 58.70 35.90 56.30 37.30 57.40 37.00 58.90 35.20 57.80 33.70 57.10 34.10 57.10 34.80 57.30 34.60 57.40 34.50 57.70 34.60 58.20 34.90 57.40 32.90 57.40 34.20 57.60 34.20 57.60 35.90 57.50 33.40 57.40 33.80 57.20 32.80 56.90 33.10 57.10 33.50 57.20 32.80 57.10 33.60 57.10 40.40 58.10 35.20 53.00 31.40 46.40 32.00 46.90 35.50 47.10 30.80 46.80 30.70 46.90 32.80 47.10 32.50 47.20 30.70 46.90 29.80 47.70 29.70 48.50 30.00 47.40 30.30 48.20 31.50 48.90 36.80 49.60 37.30 50.00 35.70 50.40 35.10 53.90 30.90 48.00 30.60 48.80 32.30 49.60 32.00 50.40 Page 7/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 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49.30 32.10 50.40 32.90 49.90 33.60 49.10 31.00 53.10 30.90 48.60 32.50 49.50 33.80 50.10 31.10 49.50 31.30 49.00 32.20 49.90 30.70 50.30 33.40 50.60 34.80 51.20 38.30 53.40 30.80 50.90 31.10 50.90 31.10 51.00 33.10 52.80 32.10 52.50 31.00 51.30 33.80 51.20 37.50 52.40 34.90 52.00 32.00 52.70 32.60 52.50 35.80 54.00 36.30 54.30 33.70 54.30 32.00 53.10 32.90 52.00 33.10 52.50 32.60 55.30 31.50 53.40 32.10 52.50 34.90 53.90 37.70 53.20 37.70 59.40 33.80 58.50 34.00 58.30 40.30 58.80 35.10 59.40 34.40 58.50 32.50 58.30 35.20 58.20 33.30 59.30 33.20 58.20 34.40 59.30 33.30 58.20 35.10 58.50 Page 8/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 3:37:56 3:38:56 3:39:56 3:40:56 3:41:56 3:42:56 3:43:56 3:44:56 3:45:56 3:46:56 3:47:56 3:48:56 3:49:56 3:50:56 3:51:56 3:52:56 3:53:56 3:54:56 3:55:56 3:56:56 3:57:56 3:58:56 3:59:56 4:00:56 4:01:56 4:02:56 4:03:56 4:04:56 4:05:56 4:06:56 4:07:56 4:08:56 4:09:56 4:10:56 4:11:56 4:12:56 4:13:56 4:14:56 4:15:56 4:16:56 4:17:56 4:18:56 4:19:56 4:20:56 4:21:56 4:22:56 4:23:56 4:24:56 4:25:56 4:26:56 4:27:56 4:28:56 4:29:56 4:30:56 4:31:56 4:32:56 4:33:56 4:34:56 4:35:56 32.60 58.00 32.50 57.90 33.00 57.80 32.90 57.90 32.60 57.90 33.40 58.10 35.30 58.20 34.20 58.10 36.20 58.20 33.80 57.50 33.10 53.70 35.70 53.50 32.80 52.80 33.20 52.40 34.80 52.40 33.70 52.40 30.90 51.90 34.30 52.40 39.30 53.10 40.90 53.40 37.10 53.40 35.30 52.60 32.40 51.80 34.40 51.80 31.60 52.10 30.30 51.50 31.10 52.00 33.90 51.90 34.10 52.30 33.10 53.80 37.70 53.80 40.30 52.90 33.90 53.00 34.70 52.60 33.20 52.50 35.90 53.50 39.70 54.30 40.00 55.50 39.60 55.20 37.20 53.30 38.10 53.00 38.00 53.50 34.70 53.20 35.00 53.20 36.00 53.30 34.10 53.50 34.80 53.10 35.40 53.40 34.20 56.10 32.80 53.10 31.60 53.00 34.50 52.80 34.50 52.70 31.60 52.20 31.20 52.10 36.30 52.50 37.90 53.20 38.60 53.20 41.10 53.00 Page 9/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 4:36:56 4:37:56 4:38:56 4:39:56 4:40:56 4:41:56 4:42:56 4:43:56 4:44:56 4:45:56 4:46:56 4:47:56 4:48:56 4:49:56 4:50:56 4:51:56 4:52:56 4:53:56 4:54:56 4:55:56 4:56:56 4:57:56 4:58:56 4:59:56 5:00:56 5:01:56 5:02:56 5:03:56 5:04:56 5:05:56 5:06:56 5:07:56 5:08:56 5:09:56 5:10:56 5:11:56 5:12:56 5:13:56 5:14:56 5:15:56 5:16:56 5:17:56 5:18:56 5:19:56 5:20:56 5:21:56 5:22:56 5:23:56 5:24:56 5:25:56 5:26:56 5:27:56 5:28:56 5:29:56 5:30:56 5:31:56 5:32:56 5:33:56 5:34:56 41.50 53.60 34.60 55.20 37.20 54.10 38.30 53.30 38.40 52.90 38.50 53.70 41.90 55.40 38.70 55.70 43.10 54.90 39.70 54.00 37.70 53.20 37.40 53.50 40.00 53.80 37.10 53.50 40.10 58.20 46.30 60.10 39.40 54.70 40.10 54.70 41.80 54.40 42.40 54.40 38.80 53.60 37.00 53.70 38.10 53.50 37.30 53.90 40.50 54.10 38.90 54.20 45.50 54.50 47.40 54.80 42.90 54.20 46.80 54.80 41.40 54.10 39.50 54.20 44.10 55.70 44.70 57.40 43.80 54.90 43.00 57.20 42.70 54.70 42.00 53.90 48.40 57.30 43.90 55.50 43.00 54.70 43.80 55.20 47.40 57.90 45.40 56.60 46.80 56.00 45.80 58.90 45.50 55.70 46.40 56.50 48.80 55.90 45.50 55.10 48.60 55.40 45.60 56.80 45.10 55.80 44.40 55.80 46.40 55.90 46.60 56.10 47.40 60.00 45.60 55.80 53.00 61.40 Page 10/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5:35:56 5:36:56 5:37:56 5:38:56 5:39:56 5:40:56 5:41:56 5:42:56 5:43:56 5:44:56 5:45:56 5:46:56 5:47:56 5:48:56 5:49:56 5:50:56 5:51:56 5:52:56 5:53:56 5:54:56 5:55:56 5:56:56 5:57:56 5:58:56 5:59:56 6:00:56 6:01:56 6:02:56 6:03:56 6:04:56 6:05:56 6:06:56 6:07:56 6:08:56 6:09:56 6:10:56 6:11:56 6:12:56 6:13:56 6:14:56 6:15:56 6:16:56 6:17:56 6:18:56 6:19:56 6:20:56 6:21:56 6:22:56 6:23:56 6:24:56 6:25:56 50.70 57.70 47.60 57.70 51.00 57.50 49.80 58.40 47.20 57.20 47.60 58.40 45.60 57.70 46.80 57.70 46.00 57.70 47.90 59.50 48.40 58.70 50.80 60.40 54.40 67.00 48.50 60.80 47.40 56.70 50.50 61.00 47.30 57.70 46.70 56.70 46.20 56.30 49.70 56.80 47.20 56.60 49.00 59.00 50.90 60.50 48.90 59.60 49.40 59.00 47.80 56.80 49.10 57.70 52.50 61.50 49.70 58.40 49.60 57.90 49.30 59.90 48.50 57.70 47.40 57.30 45.70 56.90 47.80 57.40 47.90 57.60 49.10 62.10 52.40 60.60 46.80 57.40 50.30 60.70 52.30 60.90 49.60 58.80 51.60 62.30 48.30 59.20 50.40 58.30 46.40 57.30 48.00 57.90 49.90 64.20 48.00 58.70 49.80 60.70 49.20 61.10 Page 11/11 S007 BLP050001 13052021 202450: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S007_BLP050001_13052021_202450: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S007_BLP050001_13052021_202450: Logged Data Table Date/Time 5/13/2021 6:14:42 5/13/2021 6:15:42 5/13/2021 6:16:42 5/13/2021 6:17:42 5/13/2021 6:18:42 5/13/2021 6:19:42 5/13/2021 6:20:42 5/13/2021 6:21:42 5/13/2021 6:22:42 5/13/2021 6:23:42 5/13/2021 6:24:42 5/13/2021 6:25:42 5/13/2021 6:26:42 5/13/2021 6:27:42 5/13/2021 6:28:42 5/13/2021 6:29:42 5/13/2021 6:30:42 5/13/2021 6:31:42 5/13/2021 6:32:42 5/13/2021 6:33:42 5/13/2021 6:34:42 5/13/2021 6:35:42 5/13/2021 6:36:42 5/13/2021 6:37:42 5/13/2021 6:38:42 5/13/2021 6:39:42 5/13/2021 6:40:42 5/13/2021 6:41:42 5/13/2021 6:42:42 Value S007_B LP050001 _13052021 _202450 Point 2 5/13/2021 6:13:42 5/13/2021 20:22:08 SoundPro DL R.13H BLP050001 Meter/ Sensor Value 1 60 s 1 SLOW 1 A 1 10 dB 1 -- 1 1/3 1 3 dB 2 SLOW 2 C 2 3 dB 2 10 dB Lavg-1 Lavg-2 62.80 66.40 61.50 68.60 58.70 67.90 59.20 65.20 59.20 64.30 62.40 71.30 59.30 65.50 60.80 65.40 56.30 62.80 58.00 65.30 56.80 64.90 58.30 69.30 56.30 63.10 58.40 65.30 58.70 65.50 59.40 71.60 56.60 64.50 60.30 66.80 58.30 66.20 59.10 70.60 64.00 74.20 62.60 75.90 55.40 65.60 56.60 64.20 58.00 64.30 53.40 61.50 57.00 63.80 57.30 68.60 58.10 66.20 Page 1/15 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 6:43:42 6:44:42 6:45:42 6:46:42 6:47:42 6:48:42 6:49:42 6:50:42 6:51:42 6:52:42 6:53:42 6:54:42 6:55:42 6:56:42 6:57:42 6:58:42 6:59:42 7:00:42 7:01:42 7:02:42 7:03:42 7:04:42 7:05:42 7:06:42 7:07:42 7:08:42 7:09:42 7:10:42 7:11:42 7:12:42 7:13:42 7:14:42 7:15:42 7:16:42 7:17:42 7:18:42 7:19:42 7:20:42 7:21:42 7:22:42 7:23:42 7:24:42 7:25:42 7:26:42 7:27:42 7:28:42 7:29:42 7:30:42 7:31:42 7:32:42 7:33:42 7:34:42 7:35:42 7:36:42 7:37:42 7:38:42 7:39:42 7:40:42 7:41:42 58.60 65.00 59.70 67.40 57.30 67.00 57.10 65.30 59.20 68.30 58.30 64.60 56.00 65.80 59.40 67.70 57.70 66.00 58.50 69.20 54.00 62.20 55.20 63.30 56.00 63.80 59.40 72.60 55.50 68.20 55.30 65.50 58.60 70.10 56.40 67.40 57.00 68.80 58.10 69.70 54.40 64.70 59.10 72.40 55.70 64.40 56.30 65.20 60.20 73.10 60.20 72.70 56.10 65.90 64.00 69.10 57.20 69.40 56.40 73.80 59.20 66.10 58.80 65.50 56.90 69.40 59.10 68.80 57.60 68.20 58.90 66.40 58.50 72.90 61.70 73.50 58.00 66.90 57.70 69.60 54.60 64.50 57.80 65.80 56.80 64.90 58.00 67.80 56.40 64.20 56.30 64.20 60.90 70.40 61.50 73.80 62.90 74.30 54.30 65.30 56.50 66.90 57.20 66.60 54.10 68.30 56.90 70.30 56.70 65.90 56.90 65.60 56.60 67.00 55.00 64.80 58.40 68.20 Page 2/15 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61.10 57.60 64.70 58.50 71.00 58.00 68.70 53.60 61.90 51.50 57.90 51.40 58.30 56.20 65.00 53.20 65.30 56.60 69.10 60.20 67.90 55.10 65.40 55.30 63.80 50.60 59.50 55.40 62.90 53.70 66.70 54.10 64.90 55.60 64.30 56.10 66.80 55.00 64.20 55.00 64.50 56.90 70.30 57.30 66.00 53.70 60.90 55.40 64.10 52.20 59.60 53.80 64.00 54.60 62.80 57.70 69.60 58.10 67.90 58.60 62.80 59.30 65.30 56.40 65.20 60.70 73.40 53.90 59.80 57.30 65.50 56.00 63.70 56.50 71.40 53.60 60.40 Page 11/15 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 16:33:42 16:34:42 16:35:42 16:36:42 16:37:42 16:38:42 16:39:42 16:40:42 16:41:42 16:42:42 16:43:42 16:44:42 16:45:42 16:46:42 16:47:42 16:48:42 16:49:42 16:50:42 16:51:42 16:52:42 16:53:42 16:54:42 16:55:42 16:56:42 16:57:42 16:58:42 16:59:42 17:00:42 17:01:42 17:02:42 17:03:42 17:04:42 17:05:42 17:06:42 17:07:42 17:08:42 17:09:42 17:10:42 17:11:42 17:12:42 17:13:42 17:14:42 17:15:42 17:16:42 17:17:42 17:18:42 17:19:42 17:20:42 17:21:42 17:22:42 17:23:42 17:24:42 17:25:42 17:26:42 17:27:42 17:28:42 17:29:42 17:30:42 17:31:42 56.50 64.90 56.90 63.00 57.70 67.30 56.00 62.70 59.10 69.70 57.40 66.00 58.80 63.60 59.80 64.20 60.00 67.30 53.20 60.60 57.90 68.30 57.10 66.80 59.90 65.90 54.40 62.80 58.90 71.40 56.20 65.60 58.40 66.40 60.20 71.80 58.30 69.30 57.10 62.80 55.00 63.30 59.50 66.20 57.40 62.10 58.40 65.60 59.90 68.20 61.80 66.50 62.00 66.80 56.40 60.90 58.50 63.90 59.00 64.60 62.00 68.40 57.60 62.80 58.70 64.20 60.40 74.00 58.80 66.40 56.40 62.80 55.50 66.00 58.50 69.20 59.00 65.00 60.10 65.90 63.50 74.70 59.50 70.50 58.70 66.40 57.80 63.40 61.10 68.30 59.70 66.80 58.10 63.40 58.80 67.70 58.60 65.30 59.50 69.90 58.30 63.50 56.70 61.90 58.90 66.40 53.70 59.80 57.70 70.30 61.10 71.00 60.20 68.80 55.80 65.40 58.20 67.70 Page 12/15 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 17:32:42 17:33:42 17:34:42 17:35:42 17:36:42 17:37:42 17:38:42 17:39:42 17:40:42 17:41:42 17:42:42 17:43:42 17:44:42 17:45:42 17:46:42 17:47:42 17:48:42 17:49:42 17:50:42 17:51:42 17:52:42 17:53:42 17:54:42 17:55:42 17:56:42 17:57:42 17:58:42 17:59:42 18:00:42 18:01:42 18:02:42 18:03:42 18:04:42 18:05:42 18:06:42 18:07:42 18:08:42 18:09:42 18:10:42 18:11:42 18:12:42 18:13:42 18:14:42 18:15:42 18:16:42 18:17:42 18:18:42 18:19:42 18:20:42 18:21:42 18:22:42 18:23:42 18:24:42 18:25:42 18:26:42 18:27:42 18:28:42 18:29:42 18:30:42 72.30 76.10 61.00 73.50 63.10 74.10 59.50 67.10 60.40 64.50 59.10 68.90 56.10 61.40 58.90 64.40 56.20 62.00 57.10 61.60 55.60 64.40 58.20 65.00 59.80 69.80 57.30 68.80 57.20 70.80 58.40 67.10 60.20 70.50 59.10 66.80 55.90 66.70 59.30 68.50 59.50 66.20 60.50 68.70 57.00 63.10 56.70 63.30 56.50 63.30 59.70 69.60 58.60 65.40 56.80 63.80 55.50 63.00 55.20 65.90 59.70 67.40 60.10 68.80 56.30 65.00 58.30 65.40 59.40 69.60 54.80 65.50 57.80 71.60 56.50 65.60 56.50 63.60 56.90 65.50 59.50 66.80 55.20 62.80 56.50 62.80 58.10 65.10 55.40 61.80 54.10 60.00 59.70 64.90 60.20 70.00 58.80 70.70 58.00 65.00 58.50 71.30 55.30 63.60 55.10 60.70 60.10 68.80 64.20 66.70 59.10 61.80 57.20 70.70 59.70 69.60 58.10 67.70 Page 13/15 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 18:31:42 18:32:42 18:33:42 18:34:42 18:35:42 18:36:42 18:37:42 18:38:42 18:39:42 18:40:42 18:41:42 18:42:42 18:43:42 18:44:42 18:45:42 18:46:42 18:47:42 18:48:42 18:49:42 18:50:42 18:51:42 18:52:42 18:53:42 18:54:42 18:55:42 18:56:42 18:57:42 18:58:42 18:59:42 19:00:42 19:01:42 19:02:42 19:03:42 19:04:42 19:05:42 19:06:42 19:07:42 19:08:42 19:09:42 19:10:42 19:11:42 19:12:42 19:13:42 19:14:42 19:15:42 19:16:42 19:17:42 19:18:42 19:19:42 19:20:42 19:21:42 19:22:42 19:23:42 19:24:42 19:25:42 19:26:42 19:27:42 19:28:42 19:29:42 58.00 66.20 56.40 68.00 56.30 69.30 55.50 60.70 57.80 63.20 55.80 60.30 59.60 65.00 58.60 64.90 54.70 62.50 52.50 57.50 56.00 60.90 57.90 62.40 55.00 65.00 58.20 70.70 59.60 68.30 62.50 66.40 55.00 59.40 52.10 59.90 59.30 72.40 58.40 71.50 59.10 67.20 60.10 72.10 55.50 64.50 58.80 67.80 57.90 69.60 54.20 59.10 64.40 74.50 54.40 61.20 52.70 58.50 53.00 58.10 55.00 58.60 52.70 60.00 54.90 59.80 53.40 59.50 54.50 65.30 55.00 60.30 59.10 65.40 53.90 63.40 57.10 70.40 56.80 64.80 52.10 57.30 54.90 67.40 54.00 58.70 52.50 57.80 62.50 68.30 55.20 62.00 57.80 69.90 52.60 58.40 58.10 71.70 56.60 60.90 58.30 62.70 56.00 65.50 57.40 67.10 55.50 59.10 59.10 65.90 59.00 63.10 55.10 59.00 58.00 63.10 57.70 64.20 Page 14/15 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 19:30:42 19:31:42 19:32:42 19:33:42 19:34:42 19:35:42 19:36:42 19:37:42 19:38:42 19:39:42 19:40:42 19:41:42 19:42:42 19:43:42 19:44:42 19:45:42 19:46:42 19:47:42 19:48:42 19:49:42 19:50:42 19:51:42 19:52:42 19:53:42 19:54:42 19:55:42 19:56:42 19:57:42 19:58:42 19:59:42 20:00:42 20:01:42 20:02:42 20:03:42 20:04:42 20:05:42 20:06:42 20:07:42 20:08:42 20:09:42 20:10:42 20:11:42 20:12:42 20:13:42 20:14:42 20:15:42 20:16:42 20:17:42 20:18:42 20:19:42 20:20:42 20:21:42 56.00 62.50 64.80 66.30 56.40 60.00 53.10 57.70 57.60 63.80 53.60 58.40 52.80 59.10 49.90 55.40 57.80 65.40 56.90 65.60 55.60 63.60 54.20 59.10 55.40 60.90 56.10 63.40 54.30 64.20 53.40 60.00 56.30 62.10 59.10 62.80 51.90 58.50 58.10 68.40 59.30 68.20 60.90 70.20 55.10 59.90 57.10 64.20 56.80 60.20 57.20 61.80 51.80 59.50 52.40 60.20 59.30 70.50 54.60 61.60 53.10 61.30 51.50 60.30 55.80 62.70 58.40 66.60 53.90 60.30 55.20 66.30 54.70 62.40 52.30 61.30 54.50 59.10 53.10 57.40 54.50 62.00 57.60 72.90 57.30 70.30 56.10 61.80 54.20 58.90 57.90 63.40 58.90 66.90 52.60 61.70 55.50 61.20 51.60 56.50 57.40 61.50 50.40 57.90 Page 15/15 S006 BLP050001 13052021 060750: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S006_BLP050001_13052021_060750: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S006_BLP050001_13052021_060750: Logged Data Table Date/Time 5/12/2021 21:28:31 5/12/2021 21:29:31 5/12/2021 21:30:31 5/12/2021 21:31:31 5/12/2021 21:32:31 5/12/2021 21:33:31 5/12/2021 21:34:31 5/12/2021 21:35:31 5/12/2021 21:36:31 5/12/2021 21:37:31 5/12/2021 21:38:31 5/12/2021 21:39:31 5/12/2021 21:40:31 5/12/2021 21:41:31 5/12/2021 21:42:31 5/12/2021 21:43:31 5/12/2021 21:44:31 5/12/2021 21:45:31 5/12/2021 21:46:31 5/12/2021 21:47:31 5/12/2021 21:48:31 5/12/2021 21:49:31 5/12/2021 21:50:31 5/12/2021 21:51:31 5/12/2021 21:52:31 5/12/2021 21:53:31 5/12/2021 21:54:31 5/12/2021 21:55:31 5/12/2021 21:56:31 Value S006_B LP050001 _13052021 _060750 Point 2 5/12/2021 21:27:31 5/13/2021 6:05:34 SoundPro DL R.13H BLP050001 Meter/ Sensor Value 1 60 s 1 SLOW 1 A 1 10 dB 1 -- 1 1/3 1 3 dB 2 SLOW 2 C 2 3 dB 2 10 dB Lavg-1 Lavg-2 106.10 106.10 64.90 73.10 73.60 87.40 61.80 72.30 53.70 72.50 54.40 69.00 52.90 64.40 50.20 64.40 49.70 60.40 52.10 59.60 61.90 73.40 59.10 65.60 55.50 61.80 50.00 56.50 53.10 58.90 48.90 56.50 53.80 59.40 54.70 66.60 53.60 59.90 51.60 57.20 49.30 55.10 51.90 59.60 51.40 56.20 52.90 57.70 48.90 54.80 54.70 66.60 49.50 64.00 51.60 57.00 52.60 57.00 Page 1/10 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 21:57:31 21:58:31 21:59:31 22:00:31 22:01:31 22:02:31 22:03:31 22:04:31 22:05:31 22:06:31 22:07:31 22:08:31 22:09:31 22:10:31 22:11:31 22:12:31 22:13:31 22:14:31 22:15:31 22:16:31 22:17:31 22:18:31 22:19:31 22:20:31 22:21:31 22:22:31 22:23:31 22:24:31 22:25:31 22:26:31 22:27:31 22:28:31 22:29:31 22:30:31 22:31:31 22:32:31 22:33:31 22:34:31 22:35:31 22:36:31 22:37:31 22:38:31 22:39:31 22:40:31 22:41:31 22:42:31 22:43:31 22:44:31 22:45:31 22:46:31 22:47:31 22:48:31 22:49:31 22:50:31 22:51:31 22:52:31 22:53:31 22:54:31 22:55:31 55.90 62.90 52.80 57.90 54.40 62.00 52.00 56.40 51.50 56.00 46.00 54.00 49.10 56.40 49.40 55.70 50.10 56.70 47.70 54.50 50.40 56.60 50.70 56.70 54.80 60.70 47.10 55.40 47.30 54.30 46.50 56.30 43.60 56.50 51.30 59.40 53.20 58.10 48.10 55.60 47.30 54.10 50.90 55.50 52.10 59.30 50.20 60.10 50.10 54.80 54.30 60.70 50.20 55.00 53.80 59.40 52.50 56.40 50.10 55.30 37.10 53.70 47.50 58.00 47.70 57.90 52.60 60.50 55.20 62.80 51.10 56.30 42.90 54.70 46.20 55.70 54.30 59.00 44.60 53.40 47.80 54.80 51.40 56.80 53.60 60.80 46.10 53.60 51.60 56.10 55.10 58.40 52.20 56.40 46.80 54.00 30.90 51.90 49.00 55.30 47.60 54.10 50.20 55.70 52.90 57.20 56.10 63.00 31.30 52.40 30.10 52.40 35.50 52.60 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70.40 51.80 57.80 50.40 57.90 52.10 58.30 56.10 60.10 63.20 64.90 51.30 57.70 52.90 58.70 56.30 60.40 56.10 62.00 57.10 60.90 52.70 57.70 63.10 71.10 55.10 61.30 53.90 61.90 60.90 67.80 57.30 61.30 52.80 58.30 59.70 69.90 59.30 68.40 55.40 62.00 59.90 67.50 57.90 64.90 54.50 61.10 55.80 60.60 62.90 71.80 61.50 68.60 61.20 69.60 63.80 73.20 58.60 64.60 55.10 59.40 55.70 60.40 57.90 62.50 55.40 60.70 59.40 66.30 53.60 58.90 57.20 61.80 57.80 63.60 55.70 61.80 58.40 63.00 56.80 63.00 56.80 61.00 55.90 63.80 57.20 63.40 59.50 68.20 59.90 66.80 58.80 65.60 59.60 64.20 56.90 69.90 59.10 65.70 Page 9/10 5/13/2021 5:49:31 5/13/2021 5:50:31 5/13/2021 5:51:31 5/13/2021 5:52:31 5/13/2021 5:53:31 5/13/2021 5:54:31 5/13/2021 5:55:31 5/13/2021 5:56:31 5/13/2021 5:57:31 5/13/2021 5:58:31 5/13/2021 5:59:31 5/13/2021 6:00:31 5/13/2021 6:01:31 5/13/2021 6:02:31 5/13/2021 6:03:31 5/13/2021 6:04:31 5/13/2021 6:05:31 59.20 66.00 59.00 67.20 51.80 59.50 57.90 62.50 57.80 61.60 61.10 73.90 58.90 65.50 57.20 63.60 58.10 65.90 54.50 63.30 55.30 61.60 61.40 69.70 58.80 65.20 58.30 63.40 58.40 62.90 57.30 63.80 61.40 66.50 Page 10/10 S002 BLU010005 12052021 195552: Information Panel uescription Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S002_BLU010005_12052021_195552: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S002_BLU010005_12052021_195552: Logged Data Table Date/Time 5/12/2021 7:01:39 5/12/2021 7:02:39 5/12/2021 7:03:39 5/12/2021 7:04:39 5/12/2021 7:05:39 5/12/2021 7:06:39 5/12/2021 7:07:39 5/12/2021 7:08:39 5/12/2021 7:09:39 5/12/2021 7:10:39 5/12/2021 7:11:39 5/12/2021 7:12:39 5/12/2021 7:13:39 5/12/2021 7:14:39 5/12/2021 7:15:39 5/12/2021 7:16:39 5/12/2021 7:17:39 5/12/2021 7:18:39 5/12/2021 7:19:39 5/12/2021 7:20:39 5/12/2021 7:21:39 5/12/2021 7:22:39 5/12/2021 7:23:39 5/12/2021 7:24:39 5/12/2021 7:25:39 5/12/2021 7:26:39 5/12/2021 7:27:39 5/12/2021 7:28:39 5/12/2021 7:29:39 5/12/2021 7:30:39 value S002_B LU 010005_12052021 _195552 Point 3 5/12/2021 7:00:39 5/12/2021 19:52:18 SoundPro DL R.13H BLU010005 Meter/ Sensor I 1 1 1 1 1 1 2 2 2 2 Lavg-1 65.00 45.40 55.50 49.90 60.30 50.20 45.90 46.80 48.40 48.70 53.10 47.10 48.00 46.40 50.60 50.70 49.00 47.70 49.50 46.40 47.80 47.80 50.40 48.40 47.70 51.90 47.10 49.80 49.00 47.80 Value 60 s SLOW A 10dB 1/3 3 dB SLOW C 3 dB 10dB Lavg -2 66.20 60.00 61.30 60.80 62.20 60.80 55.30 59.20 60.80 64.20 67.00 57.20 59.60 58.90 61.80 60.50 57.60 57.40 60.10 58.10 57.00 56.80 62.30 57.70 59.30 60.80 56.20 60.20 57.50 57.10 Page 1/14 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 7:31:39 7:32:39 7:33:39 7:34:39 7:35:39 7:36:39 7:37:39 7:38:39 7:39:39 7:40:39 7:41:39 7:42:39 7:43:39 7:44:39 7:45:39 7:46:39 7:47:39 7:48:39 7:49:39 7:50:39 7:51:39 7:52:39 7:53:39 7:54:39 7:55:39 7:56:39 7:57:39 7:58:39 7:59:39 8:00:39 8:01:39 8:02:39 8:03:39 8:04:39 8:05:39 8:06:39 8:07:39 8:08:39 8:09:39 8:10:39 8:11:39 8:12:39 8:13:39 8:14:39 8:15:39 8:16:39 8:17:39 8:18:39 8:19:39 8:20:39 8:21:39 8:22:39 8:23:39 8:24:39 8:25:39 8:26:39 8:27:39 8:28:39 8:29:39 49.10 63.10 50.80 64.30 52.10 60.90 49.40 60.80 49.50 61.50 49.80 58.90 50.50 60.40 48.80 58.50 52.20 59.50 48.00 56.60 49.60 57.70 47.70 58.30 45.60 55.10 48.30 60.80 45.50 62.40 47.20 58.30 48.00 59.20 49.60 60.10 45.40 55.80 51.60 67.80 50.10 63.80 48.10 56.90 51.20 61.10 46.10 55.10 50.20 61.60 47.30 60.10 47.40 58.30 47.60 66.80 46.40 57.70 49.90 60.50 47.20 59.50 51.10 65.40 48.60 58.70 49.00 57.20 47.40 57.30 51.10 63.20 50.10 64.70 49.80 60.70 47.40 55.00 50.60 57.90 49.60 59.00 49.90 61.40 48.50 58.80 49.10 59.10 44.50 55.80 49.20 60.20 49.40 60.40 49.60 59.50 49.60 57.90 49.90 61.70 50.30 60.80 45.10 54.30 48.70 57.70 47.00 57.40 49.10 58.40 49.30 60.40 45.00 59.30 50.90 69.20 42.70 57.20 Page 2/14 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 8:30:39 8:31:39 8:32:39 8:33:39 8:34:39 8:35:39 8:36:39 8:37:39 8:38:39 8:39:39 8:40:39 8:41:39 8:42:39 8:43:39 8:44:39 8:45:39 8:46:39 8:47:39 8:48:39 8:49:39 8:50:39 8:51:39 8:52:39 8:53:39 8:54:39 8:55:39 8:56:39 8:57:39 8:58:39 8:59:39 9:00:39 9:01:39 9:02:39 9:03:39 9:04:39 9:05:39 9:06:39 9:07:39 9:08:39 9:09:39 9:10:39 9:11:39 9:12:39 9:13:39 9:14:39 9:15:39 9:16:39 9:17:39 9:18:39 9:19:39 9:20:39 9:21:39 9:22:39 9:23:39 9:24:39 9:25:39 9:26:39 9:27:39 9:28:39 48.80 62.60 56.90 72.40 46.10 58.80 48.90 61.90 49.50 60.90 51.00 62.20 46.60 58.20 48.90 60.70 52.90 65.40 43.70 56.30 46.40 57.70 48.60 59.30 45.70 56.90 51.70 61.10 47.70 58.80 48.50 63.30 44.90 57.00 46.30 55.50 50.10 60.10 46.80 57.00 47.30 59.00 47.60 57.60 48.90 60.50 44.70 57.70 44.70 57.60 46.60 59.70 48.30 59.40 45.80 58.10 49.10 61.10 46.50 59.50 46.00 60.20 42.40 54.60 47.60 61.50 56.10 74.00 46.20 56.80 44.00 55.50 47.20 59.90 45.40 56.20 45.50 57.20 43.10 57.90 48.10 60.60 47.70 63.00 50.30 66.20 44.70 60.30 42.30 55.80 48.90 63.10 45.80 60.40 42.50 58.20 44.70 60.20 47.60 63.10 46.50 60.10 43.60 56.60 45.80 56.70 49.40 61.00 45.60 57.50 49.20 60.80 46.60 58.00 48.00 61.30 47.60 58.00 Page 3/14 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 9:29:39 9:30:39 9:31:39 9:32:39 9:33:39 9:34:39 9:35:39 9:36:39 9:37:39 9:38:39 9:39:39 9:40:39 9:41:39 9:42:39 9:43:39 9:44:39 9:45:39 9:46:39 9:47:39 9:48:39 9:49:39 9:50:39 9:51:39 9:52:39 9:53:39 9:54:39 9:55:39 9:56:39 9:57:39 9:58:39 9:59:39 10:00:39 10:01:39 10:02:39 10:03:39 10:04:39 10:05:39 10:06:39 10:07:39 10:08:39 10:09:39 10:10:39 10:11:39 10:12:39 10:13:39 10:14:39 10:15:39 10:16:39 10:17:39 10:18:39 10:19:39 10:20:39 10:21:39 10:22:39 10:23:39 10:24:39 10:25:39 10:26:39 10:27:39 51.40 64.40 50.00 62.70 51.80 64.30 47.70 58.50 49.40 60.10 48.40 56.90 49.70 59.10 49.40 61.10 48.70 64.20 49.10 61.80 47.60 57.90 42.80 55.20 48.60 57.70 45.60 55.90 47.50 57.20 48.70 59.20 47.70 58.90 55.00 70.00 48.40 62.50 43.30 56.20 45.30 61.80 48.90 60.90 48.20 57.70 45.80 55.90 47.80 63.10 46.10 57.30 50.50 60.70 49.20 58.90 41.40 54.20 47.40 59.70 49.20 60.30 46.60 60.90 47.40 60.10 44.30 55.30 45.90 58.60 42.70 54.60 44.90 56.40 44.80 57.40 42.50 57.20 42.30 54.30 44.00 56.10 47.60 57.70 47.40 58.10 47.00 57.50 45.20 56.70 44.40 56.90 45.30 56.80 46.50 59.00 43.50 55.80 42.50 55.60 47.60 59.60 48.40 63.70 51.10 64.30 45.00 57.00 44.40 56.10 47.10 57.60 46.90 61.70 47.60 60.00 52.10 70.00 Page 4/14 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 10:28:39 10:29:39 10:30:39 10:31:39 10:32:39 10:33:39 10:34:39 10:35:39 10:36:39 10:37:39 10:38:39 10:39:39 10:40:39 10:41:39 10:42:39 10:43:39 10:44:39 10:45:39 10:46:39 10:47:39 10:48:39 10:49:39 10:50:39 10:51:39 10:52:39 10:53:39 10:54:39 10:55:39 10:56:39 10:57:39 10:58:39 10:59:39 11:00:39 11:01:39 11:02:39 11:03:39 11:04:39 11:05:39 11:06:39 11:07:39 11:08:39 11:09:39 11:10:39 11:11:39 11:12:39 11:13:39 11:14:39 11:15:39 11:16:39 11:17:39 11:18:39 11:19:39 11:20:39 11:21:39 11:22:39 11:23:39 11:24:39 11:25:39 11:26:39 45.30 60.10 46.70 59.50 48.60 59.00 47.20 58.50 50.40 60.90 47.70 62.60 46.90 61.10 50.50 64.40 49.10 65.80 45.10 57.30 46.50 59.60 45.70 59.70 46.00 60.10 47.10 61.60 46.90 59.80 41.30 56.70 41.20 55.70 39.70 57.10 50.00 64.70 45.80 58.20 43.70 55.10 46.00 56.60 40.00 55.00 42.00 56.20 42.10 58.10 50.80 69.60 49.70 63.60 49.10 62.30 46.80 60.30 48.50 63.20 50.00 62.90 47.00 60.60 45.30 57.30 44.60 59.00 42.70 56.20 48.70 60.40 47.20 61.90 50.90 61.50 45.90 57.40 50.70 62.20 49.40 58.00 48.30 59.60 49.20 60.50 47.80 59.80 48.90 64.20 48.10 64.80 45.20 57.70 48.10 64.70 47.50 60.40 44.40 60.10 44.10 56.50 49.30 63.10 51.40 66.20 43.60 57.10 47.90 58.50 44.70 55.50 42.10 54.20 43.70 56.90 45.30 59.10 Page 5/14 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 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58.80 49.50 62.10 46.50 59.80 45.10 57.90 41.90 55.40 43.20 59.20 49.60 59.60 44.90 58.10 46.00 56.90 46.90 59.10 47.70 56.60 47.20 58.20 48.90 60.90 51.50 64.90 51.00 64.60 56.80 70.80 44.60 56.90 46.60 56.60 45.40 56.00 47.60 56.40 46.20 60.70 50.00 60.50 45.90 59.60 48.20 60.80 46.50 58.50 44.00 56.30 48.10 58.70 48.30 58.00 48.70 59.40 48.70 58.70 45.40 59.40 46.50 65.30 46.30 59.70 52.30 63.90 48.50 63.20 48.30 59.00 46.60 57.60 44.90 54.60 44.00 56.20 44.60 55.80 44.00 55.50 47.70 59.70 45.30 56.00 50.60 62.10 53.30 65.40 47.10 59.70 48.30 57.80 43.00 55.20 46.60 57.70 49.20 65.60 44.60 58.10 46.00 56.30 49.40 60.10 51.30 64.50 47.00 59.90 50.50 61.80 47.30 60.50 46.10 58.20 52.30 63.20 Page 6/14 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 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55.70 51.60 59.40 51.60 61.80 49.80 59.20 52.40 62.70 50.20 59.70 52.00 66.70 50.50 59.90 50.40 57.00 49.80 55.70 51.50 57.60 48.30 54.50 48.50 54.90 50.10 59.90 46.20 57.20 53.10 58.70 48.40 54.30 49.80 59.90 56.50 69.60 48.20 55.00 44.70 52.90 44.60 52.90 49.80 59.80 51.00 63.40 50.90 60.80 48.60 60.40 46.20 55.30 44.80 54.20 48.00 60.40 51.90 58.20 49.20 54.70 50.60 62.00 50.00 57.60 45.90 52.70 49.80 61.50 51.70 61.10 42.70 49.90 48.40 59.30 49.70 56.50 52.20 56.40 51.60 56.60 51.60 59.70 53.40 62.60 52.80 57.60 48.90 57.60 48.30 55.60 48.30 56.10 48.00 54.60 47.50 55.00 48.30 55.00 46.60 54.00 49.80 59.90 51.20 60.00 Page 13/14 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 19:19:39 19:20:39 19:21:39 19:22:39 19:23:39 19:24:39 19:25:39 19:26:39 19:27:39 19:28:39 19:29:39 19:30:39 19:31:39 19:32:39 19:33:39 19:34:39 19:35:39 19:36:39 19:37:39 19:38:39 19:39:39 19:40:39 19:41:39 19:42:39 19:43:39 19:44:39 19:45:39 19:46:39 19:47:39 19:48:39 19:49:39 19:50:39 19:51:39 48.10 55.50 50.20 58.10 55.10 64.60 49.10 54.70 47.10 55.30 47.00 53.70 49.00 58.20 51.50 64.70 49.70 55.80 49.80 55.70 47.80 55.90 49.80 56.80 48.00 54.30 51.30 57.60 49.60 57.10 51.30 56.00 52.60 61.50 51.40 65.70 47.00 56.40 51.60 62.50 46.00 53.70 47.20 53.80 51.80 56.10 52.10 61.60 49.10 57.20 54.60 63.20 55.30 62.70 55.50 64.60 47.90 57.60 55.80 66.70 48.30 62.60 46.50 52.80 50.90 58.10 Page 14/14 S003 BLU010005 13052021 063110: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S003_BLU010005_13052021_063110: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S003_BLU010005_13052021_063110: Logged Data Table Date/Time 5/12/2021 20:16:13 5/12/2021 20:17:13 5/12/2021 20:18:13 5/12/2021 20:19:13 5/12/2021 20:20:13 5/12/2021 20:21:13 5/12/2021 20:22:13 5/12/2021 20:23:13 5/12/2021 20:24:13 5/12/2021 20:25:13 5/12/2021 20:26:13 5/12/2021 20:27:13 5/12/2021 20:28:13 5/12/2021 20:29:13 5/12/2021 20:30:13 5/12/2021 20:31:13 5/12/2021 20:32:13 5/12/2021 20:33:13 5/12/2021 20:34:13 5/12/2021 20:35:13 5/12/2021 20:36:13 5/12/2021 20:37:13 5/12/2021 20:38:13 5/12/2021 20:39:13 5/12/2021 20:40:13 5/12/2021 20:41:13 5/12/2021 20:42:13 5/12/2021 20:43:13 5/12/2021 20:44:13 5/12/2021 20:45:13 Value S003_B LU 010005_13052021 _063110 Point 3 5/12/2021 20:15:13 5/13/2021 6:28:31 SoundPro DL R.13H BLU010005 Meter/ Sensor 1 1 1 1 1 1 1 2 2 2 2 Lavg-1 58.50 54.10 54.20 50.90 49.50 48.50 88.60 52.80 53.60 52.50 46.80 50.80 46.40 49.40 49.50 45.20 50.30 50.30 47.40 47.00 49.70 49.80 57.60 52.60 47.30 53.30 51.00 47.10 50.50 53.60 Value 60 s SLOW A 10dB 1/3 3 dB SLOW C 3 dB 10dB Lavg-2 61.80 70.30 61.20 56.70 57.00 66.30 91.80 69.80 63.60 60.70 55.40 62.20 54.00 54.30 54.00 51.40 55.70 60.20 57.50 54.10 55.60 57.10 67.50 60.30 53.70 68.50 56.90 54.10 56.10 58.30 Page 1/11 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 20:46:13 20:47:13 20:48:13 20:49:13 20:50:13 20:51:13 20:52:13 20:53:13 20:54:13 20:55:13 20:56:13 20:57:13 20:58:13 20:59:13 21:00:13 21:01:13 21:02:13 21:03:13 21:04:13 21:05:13 21:06:13 21:07:13 21:08:13 21:09:13 21:10:13 21:11:13 21:12:13 21:13:13 21:14:13 21:15:13 21:16:13 21:17:13 21:18:13 21:19:13 21:20:13 21:21:13 21:22:13 21:23:13 21:24:13 21:25:13 21:26:13 21:27:13 21:28:13 21:29:13 21:30:13 21:31:13 21:32:13 21:33:13 21:34:13 21:35:13 21:36:13 21:37:13 21:38:13 21:39:13 21:40:13 21:41:13 21:42:13 21:43:13 21:44:13 48.60 53.80 52.90 57.50 53.40 57.60 56.80 61.10 49.60 55.50 51.30 56.60 54.00 58.60 62.50 71.90 54.80 61.10 53.50 61.30 50.30 57.50 52.00 58.70 53.90 59.40 51.30 56.60 48.90 56.40 47.00 55.80 55.10 59.30 53.10 56.80 51.50 56.50 50.90 55.30 51.90 55.60 54.00 58.70 48.40 55.20 50.20 54.10 45.30 52.60 49.30 54.40 49.50 60.50 47.20 57.40 46.60 53.50 49.30 63.10 48.30 53.40 44.90 53.00 45.00 53.80 52.90 56.70 49.20 54.30 52.20 55.60 51.70 66.80 45.60 54.30 48.10 55.10 52.70 58.10 49.70 54.00 51.00 55.50 54.70 60.70 50.60 57.40 46.50 58.90 45.00 52.60 38.90 51.20 48.20 58.30 49.30 60.10 46.10 55.60 45.20 56.90 48.10 56.90 54.90 66.40 60.70 68.70 51.70 58.60 47.80 54.30 46.40 54.00 46.80 55.10 50.50 56.80 Page 2/11 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 21:45:13 21:46:13 21:47:13 21:48:13 21:49:13 21:50:13 21:51:13 21:52:13 21:53:13 21:54:13 21:55:13 21:56:13 21:57:13 21:58:13 21:59:13 22:00:13 22:01:13 22:02:13 22:03:13 22:04:13 22:05:13 22:06:13 22:07:13 22:08:13 22:09:13 22:10:13 22:11:13 22:12:13 22:13:13 22:14:13 22:15:13 22:16:13 22:17:13 22:18:13 22:19:13 22:20:13 22:21:13 22:22:13 22:23:13 22:24:13 22:25:13 22:26:13 22:27:13 22:28:13 22:29:13 22:30:13 22:31:13 22:32:13 22:33:13 22:34:13 22:35:13 22:36:13 22:37:13 22:38:13 22:39:13 22:40:13 22:41:13 22:42:13 22:43:13 52.50 64.70 49.90 59.50 46.30 54.80 47.80 53.20 46.40 54.90 47.80 54.10 48.20 54.50 46.10 54.00 47.40 54.30 48.00 63.30 46.70 53.90 47.10 53.70 51.30 58.00 46.90 54.50 51.00 58.30 45.90 53.10 45.70 52.30 46.50 53.00 36.40 53.30 46.80 54.20 44.30 53.80 41.60 53.30 47.30 55.50 43.50 55.80 50.30 59.70 46.50 57.10 42.90 54.10 35.70 52.80 43.80 54.30 44.10 54.90 49.60 55.80 43.80 54.50 41.70 52.90 43.00 53.20 44.90 53.20 48.40 60.80 43.40 53.00 49.50 55.50 44.00 52.70 49.20 55.00 49.20 55.50 46.90 54.00 41.70 53.70 43.90 56.10 45.70 57.10 46.70 57.90 49.70 59.10 52.90 58.20 40.50 54.10 41.00 54.30 49.30 55.90 47.70 54.00 43.10 52.50 44.90 53.40 45.00 53.70 41.70 52.10 45.00 52.50 47.90 53.70 48.90 54.80 Page 3/11 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 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23:37:13 23:38:13 23:39:13 23:40:13 23:41:13 23:42:13 42.10 52.00 32.70 51.60 40.00 52.60 43.70 53.50 45.20 53.90 47.40 54.50 51.80 60.60 38.10 52.90 31.30 52.70 32.00 53.10 48.80 56.00 37.90 53.40 33.30 53.30 38.60 53.50 46.70 57.20 51.70 64.80 51.40 62.20 44.00 53.50 37.30 52.90 48.80 55.30 50.00 56.50 45.30 54.70 44.90 54.00 44.10 53.40 38.60 52.40 49.70 54.40 47.50 53.90 42.60 52.00 54.10 64.60 41.30 53.70 47.70 55.20 41.50 52.70 43.30 53.20 35.00 52.10 41.20 51.60 43.30 50.80 46.50 53.50 49.50 58.70 43.10 55.80 41.60 62.60 84.70 87.90 81.30 89.20 69.60 85.20 69.40 85.10 65.40 80.70 51.10 65.90 49.10 65.00 46.90 63.40 42.80 60.80 39.70 56.30 43.10 56.50 51.20 63.00 42.60 56.10 47.20 57.70 41.50 55.10 37.70 54.70 41.80 54.40 46.70 61.90 40.00 53.40 Page 4/11 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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52.50 47.40 52.80 43.00 51.70 40.80 50.70 42.30 52.30 47.00 56.90 35.40 51.30 35.30 51.40 36.30 51.20 34.10 51.20 38.50 50.40 44.70 52.30 51.70 59.30 37.30 50.70 32.90 50.00 43.80 52.10 45.00 57.00 50.20 55.60 43.10 52.60 35.10 51.20 51.30 60.40 40.10 53.30 46.50 64.80 42.30 57.90 44.20 52.10 49.20 57.50 46.60 54.60 42.20 51.90 41.40 50.60 41.30 51.10 31.70 49.60 31.40 50.00 43.60 51.70 31.70 51.20 31.30 51.40 32.40 51.00 30.20 51.50 31.40 51.20 33.50 51.10 40.00 53.00 48.20 55.40 41.70 53.50 42.30 52.50 38.50 51.10 33.30 51.10 33.20 51.20 33.90 50.80 33.30 51.10 Page 5/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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53.70 38.10 53.30 44.90 53.60 44.90 54.50 32.60 53.30 32.30 52.90 40.10 53.70 32.30 52.90 31.70 53.30 31.90 53.70 32.60 54.40 31.30 53.80 31.20 53.30 31.80 53.20 31.30 53.80 31.10 53.10 31.00 53.00 31.70 53.10 31.40 52.70 42.20 53.40 40.80 53.20 39.50 52.80 33.40 52.20 31.80 52.80 31.50 52.90 41.20 54.50 33.70 52.30 31.80 52.60 31.60 53.40 40.30 54.20 Page 6/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 1:41:13 1:42:13 1:43:13 1:44:13 1:45:13 1:46:13 1:47:13 1:48:13 1:49:13 1:50:13 1:51:13 1:52:13 1:53:13 1:54:13 1:55:13 1:56:13 1:57:13 1:58:13 1:59:13 2:00:13 2:01:13 2:02:13 2:03:13 2:04:13 2:05:13 2:06:13 2:07:13 2:08:13 2:09:13 2:10:13 2:11:13 2:12:13 2:13:13 2:14:13 2:15:13 2:16:13 2:17:13 2:18:13 2:19:13 2:20:13 2:21:13 2:22:13 2:23:13 2:24:13 2:25:13 2:26:13 2:27:13 2:28:13 2:29:13 2:30:13 2:31:13 2:32:13 2:33:13 2:34:13 2:35:13 2:36:13 2:37:13 2:38:13 2:39:13 39.60 54.10 34.50 53.30 47.00 59.30 40.40 54.90 35.90 52.80 32.20 52.80 34.50 53.30 44.10 54.70 38.90 53.10 34.60 53.10 40.10 53.50 31.80 53.10 31.20 52.80 31.30 52.70 46.30 56.00 36.00 53.10 44.50 55.20 45.80 54.70 33.90 52.90 40.00 53.90 31.70 52.50 31.20 52.80 31.70 53.00 34.70 53.30 47.90 57.60 43.40 54.50 31.80 52.80 31.70 53.00 31.30 52.80 31.00 52.90 45.40 55.30 44.30 54.70 37.70 53.60 38.80 53.10 41.10 58.10 31.90 53.00 31.60 52.80 37.70 53.20 42.00 53.30 31.30 52.60 41.90 53.30 30.10 52.10 42.90 52.60 34.90 53.20 41.20 54.70 33.20 53.70 31.20 53.30 40.20 54.10 33.70 53.90 31.10 53.60 30.80 53.60 43.40 53.90 37.90 53.10 34.50 52.70 44.20 53.60 30.80 52.40 41.20 53.40 40.40 54.00 34.10 53.40 Page 7/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 2:40:13 2:41:13 2:42:13 2:43:13 2:44:13 2:45:13 2:46:13 2:47:13 2:48:13 2:49:13 2:50:13 2:51:13 2:52:13 2:53:13 2:54:13 2:55:13 2:56:13 2:57:13 2:58:13 2:59:13 3:00:13 3:01:13 3:02:13 3:03:13 3:04:13 3:05:13 3:06:13 3:07:13 3:08:13 3:09:13 3:10:13 3:11:13 3:12:13 3:13:13 3:14:13 3:15:13 3:16:13 3:17:13 3:18:13 3:19:13 3:20:13 3:21:13 3:22:13 3:23:13 3:24:13 3:25:13 3:26:13 3:27:13 3:28:13 3:29:13 3:30:13 3:31:13 3:32:13 3:33:13 3:34:13 3:35:13 3:36:13 3:37:13 3:38:13 31.70 53.20 31.40 52.90 31.30 53.20 31.30 53.30 31.40 53.40 31.10 53.10 35.10 52.90 39.00 52.60 37.50 52.60 38.60 52.60 30.90 52.20 33.70 52.80 45.10 55.00 43.00 54.60 38.60 53.00 49.10 56.90 42.40 54.50 29.20 52.30 29.70 52.60 29.60 53.20 30.60 53.10 31.20 52.60 31.10 52.60 30.40 53.10 34.90 53.10 44.30 54.10 31.30 53.10 41.20 54.90 39.60 54.40 34.60 54.60 32.20 54.20 42.20 54.50 37.00 54.00 32.90 53.60 36.70 53.80 50.30 58.00 43.70 53.50 41.20 54.10 33.00 53.40 44.90 54.20 42.40 54.80 35.50 55.00 43.80 56.10 49.70 61.70 40.80 56.70 32.20 55.40 31.20 55.40 31.10 54.60 32.30 54.30 40.60 55.20 37.80 54.70 44.10 55.90 43.80 56.20 37.30 54.70 41.00 57.00 40.00 55.70 41.80 55.50 38.70 55.50 50.50 61.00 Page 8/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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4:37:13 54.80 62.20 33.30 55.40 39.00 55.10 46.30 57.70 42.90 55.60 33.60 54.90 42.30 55.30 43.00 55.00 41.40 54.50 39.10 54.00 32.50 53.90 42.30 54.80 43.60 54.40 41.80 53.70 47.30 56.50 46.90 56.50 34.10 54.30 31.70 53.80 32.20 53.90 42.10 54.00 40.10 54.20 35.70 54.50 40.10 55.60 46.60 57.00 41.90 55.50 39.60 54.20 43.00 54.40 50.10 59.00 43.10 55.10 41.40 53.80 43.90 55.40 42.30 54.70 33.80 54.50 36.40 54.90 47.90 56.90 45.90 54.70 46.20 55.50 44.80 54.60 44.30 54.60 36.00 54.00 35.70 53.90 45.00 54.40 34.10 53.90 45.10 54.50 37.00 53.70 33.50 53.70 40.00 54.00 41.80 53.60 34.10 53.00 45.30 54.00 45.40 54.00 47.50 55.80 44.80 60.10 49.20 56.30 49.90 57.50 51.00 58.70 43.70 54.40 46.90 55.70 54.90 58.80 Page 9/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 4:38:13 4:39:13 4:40:13 4:41:13 4:42:13 4:43:13 4:44:13 4:45:13 4:46:13 4:47:13 4:48:13 4:49:13 4:50:13 4:51:13 4:52:13 4:53:13 4:54:13 4:55:13 4:56:13 4:57:13 4:58:13 4:59:13 5:00:13 5:01:13 5:02:13 5:03:13 5:04:13 5:05:13 5:06:13 5:07:13 5:08:13 5:09:13 5:10:13 5:11:13 5:12:13 5:13:13 5:14:13 5:15:13 5:16:13 5:17:13 5:18:13 5:19:13 5:20:13 5:21:13 5:22:13 5:23:13 5:24:13 5:25:13 5:26:13 5:27:13 5:28:13 5:29:13 5:30:13 5:31:13 5:32:13 5:33:13 5:34:13 5:35:13 5:36:13 53.90 58.30 51.90 58.50 54.40 64.40 50.90 56.70 46.60 56.20 53.70 61.80 57.00 62.90 49.40 57.50 51.10 59.00 52.60 62.20 49.60 56.70 47.20 56.20 37.30 54.90 49.50 56.40 49.00 57.10 47.60 56.20 42.40 55.90 55.10 61.40 52.10 60.50 53.40 59.20 49.50 56.70 53.60 63.80 48.10 57.20 40.40 55.00 50.80 57.30 52.00 57.60 59.00 61.50 42.60 55.40 51.80 57.80 51.20 57.40 53.90 59.90 53.40 57.90 51.80 57.40 59.00 64.20 55.30 60.20 50.70 57.40 56.80 62.70 54.50 59.30 52.90 58.60 54.70 62.90 57.50 66.00 48.60 58.40 56.40 64.70 54.70 61.30 52.50 60.00 49.20 58.00 58.10 66.30 55.80 64.20 55.20 62.60 58.10 65.90 57.90 67.20 52.40 58.30 53.50 58.60 54.80 60.00 50.90 58.60 54.70 60.50 50.60 58.20 53.30 59.30 54.20 60.10 Page 10/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5:37:13 5:38:13 5:39:13 5:40:13 5:41:13 5:42:13 5:43:13 5:44:13 5:45:13 5:46:13 5:47:13 5:48:13 5:49:13 5:50:13 5:51:13 5:52:13 5:53:13 5:54:13 5:55:13 5:56:13 5:57:13 5:58:13 5:59:13 6:00:13 6:01:13 6:02:13 6:03:13 6:04:13 6:05:13 6:06:13 6:07:13 6:08:13 6:09:13 6:10:13 6:11:13 6:12:13 6:13:13 6:14:13 6:15:13 6:16:13 6:17:13 6:18:13 6:19:13 6:20:13 6:21:13 6:22:13 6:23:13 6:24:13 6:25:13 6:26:13 6:27:13 6:28:13 53.70 59.40 55.40 60.30 56.30 60.50 54.20 60.30 53.80 59.00 56.60 62.00 55.70 61.40 56.80 62.20 55.80 63.50 57.20 62.00 52.10 59.60 55.60 65.50 56.80 63.30 54.50 62.80 50.70 59.10 50.30 59.80 52.30 59.00 53.10 66.20 56.90 68.20 54.60 60.80 53.00 61.60 54.80 62.40 52.40 60.20 55.50 60.80 56.50 64.40 57.10 62.90 56.50 61.10 56.00 60.90 57.10 63.00 58.30 62.70 57.30 61.90 59.00 64.40 53.30 61.80 50.80 59.80 56.00 61.30 52.00 61.40 55.90 69.30 52.10 64.20 55.80 62.70 55.30 65.30 56.80 63.60 54.80 62.20 59.40 63.60 59.80 64.70 53.80 61.30 58.00 63.20 54.10 61.70 53.90 61.50 52.20 64.20 54.60 62.40 55.90 65.70 67.50 80.70 Page 11/11 S002 BLR040003 12052021 203022: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S002_BLR040003_12052021_203022: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S002_BLR040003_12052021_203022: Logged Data Table Date/Time 5/12/2021 6:40:04 5/12/2021 6:41:04 5/12/2021 6:42:04 5/12/2021 6:43:04 5/12/2021 6:44:04 5/12/2021 6:45:04 5/12/2021 6:46:04 5/12/2021 6:47:04 5/12/2021 6:48:04 5/12/2021 6:49:04 5/12/2021 6:50:04 5/12/2021 6:51:04 5/12/2021 6:52:04 5/12/2021 6:53:04 5/12/2021 6:54:04 5/12/2021 6:55:04 5/12/2021 6:56:04 5/12/2021 6:57:04 5/12/2021 6:58:04 5/12/2021 6:59:04 5/12/2021 7:00:04 5/12/2021 7:01:04 5/12/2021 7:02:04 5/12/2021 7:03:04 5/12/2021 7:04:04 5/12/2021 7:05:04 5/12/2021 7:06:04 5/12/2021 7:07:04 5/12/2021 7:08:04 5/12/2021 7:09:04 5/12/2021 7:10:04 Value S002_B LR040003_12052021 _203022 Point 4 5/12/2021 6:39:04 5/12/2021 20:24:38 SoundPro DL R.13H BLR040003 Meter/ Sensor 1 1 1 1 1 1 1 2 2 2 2 Lavg-1 62.40 44.00 43.50 39.50 39.80 39.50 39.20 39.30 39.40 35.20 34.20 38.70 35.10 34.80 35.30 35.30 34.60 33.80 35.00 34.60 33.50 33.20 33.00 31.50 32.40 32.50 33.20 33.60 33.00 32.40 33.40 Value 60 s SLOW A 10dB 1/3 3 dB SLOW C 3 dB 10dB Lavg-2 64.40 63.00 64.10 58.90 59.10 58.90 58.70 60.00 58.80 54.10 53.70 53.80 53.90 53.30 52.70 53.20 53.30 53.30 53.60 52.50 51.70 52.10 52.00 51.20 52.00 51.90 51.80 53.10 52.00 52.90 53.70 Page 1/15 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 7:11:04 7:12:04 7:13:04 7:14:04 7:15:04 7:16:04 7:17:04 7:18:04 7:19:04 7:20:04 7:21:04 7:22:04 7:23:04 7:24:04 7:25:04 7:26:04 7:27:04 7:28:04 7:29:04 7:30:04 7:31:04 7:32:04 7:33:04 7:34:04 7:35:04 7:36:04 7:37:04 7:38:04 7:39:04 7:40:04 7:41:04 7:42:04 7:43:04 7:44:04 7:45:04 7:46:04 7:47:04 7:48:04 7:49:04 7:50:04 7:51:04 7:52:04 7:53:04 7:54:04 7:55:04 7:56:04 7:57:04 7:58:04 7:59:04 8:00:04 8:01:04 8:02:04 8:03:04 8:04:04 8:05:04 8:06:04 8:07:04 8:08:04 8:09:04 35.00 55.30 35.20 54.70 32.90 53.40 34.30 53.30 32.90 52.70 37.50 53.30 46.40 58.10 34.60 52.50 32.00 52.10 32.70 53.10 32.20 52.30 33.40 52.40 33.20 52.90 33.20 52.30 33.30 52.50 33.90 52.30 33.30 52.50 37.50 52.80 34.70 52.90 34.60 52.80 33.90 52.80 34.20 54.20 35.70 52.20 38.60 52.90 37.90 52.00 39.80 52.60 38.30 52.20 39.60 52.10 43.50 52.10 37.00 51.80 37.50 52.10 36.30 51.70 36.30 52.00 36.00 51.80 35.90 53.60 37.90 53.10 38.90 53.80 37.20 53.00 40.70 52.70 45.20 53.50 49.60 56.20 48.20 53.70 47.50 54.00 49.70 54.40 47.90 53.50 43.00 53.50 49.10 55.00 47.70 56.30 49.80 56.90 47.70 54.70 47.30 54.40 48.30 55.00 51.50 66.50 45.40 53.30 45.70 53.50 46.10 53.80 41.30 54.60 38.10 53.70 37.50 53.50 Page 2/15 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 8:10:04 8:11:04 8:12:04 8:13:04 8:14:04 8:15:04 8:16:04 8:17:04 8:18:04 8:19:04 8:20:04 8:21:04 8:22:04 8:23:04 8:24:04 8:25:04 8:26:04 8:27:04 8:28:04 8:29:04 8:30:04 8:31:04 8:32:04 8:33:04 8:34:04 8:35:04 8:36:04 8:37:04 8:38:04 8:39:04 8:40:04 8:41:04 8:42:04 8:43:04 8:44:04 8:45:04 8:46:04 8:47:04 8:48:04 8:49:04 8:50:04 8:51:04 8:52:04 8:53:04 8:54:04 8:55:04 8:56:04 8:57:04 8:58:04 8:59:04 9:00:04 9:01:04 9:02:04 9:03:04 9:04:04 9:05:04 9:06:04 9:07:04 9:08:04 39.60 54.00 38.40 53.90 36.60 52.70 39.60 53.30 42.80 55.10 39.00 53.40 38.60 52.70 37.20 53.50 38.40 52.80 36.20 52.40 44.30 55.30 45.80 56.40 41.10 55.10 37.20 53.80 37.10 54.40 36.20 53.70 36.50 53.90 39.80 54.60 38.10 55.00 39.70 57.50 37.80 55.10 38.30 57.50 39.50 56.50 41.30 56.10 39.30 55.60 36.80 54.40 38.10 54.80 38.00 54.50 39.90 57.20 36.90 55.00 37.50 55.00 38.20 55.60 38.50 55.30 38.20 55.10 45.60 54.70 39.00 53.80 34.40 53.90 34.40 53.30 46.50 55.00 44.10 54.60 36.30 53.90 36.00 54.20 33.70 53.70 33.70 54.50 38.00 55.40 35.80 54.80 35.40 53.90 39.60 55.10 38.40 56.00 45.40 58.70 40.40 57.50 36.10 55.50 33.80 54.20 37.70 57.80 36.50 55.20 34.10 54.10 37.00 54.90 38.00 54.60 42.70 56.70 Page 3/15 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 9:09:04 9:10:04 9:11:04 9:12:04 9:13:04 9:14:04 9:15:04 9:16:04 9:17:04 9:18:04 9:19:04 9:20:04 9:21:04 9:22:04 9:23:04 9:24:04 9:25:04 9:26:04 9:27:04 9:28:04 9:29:04 9:30:04 9:31:04 9:32:04 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37.90 55.60 39.80 55.80 44.20 58.90 46.50 58.50 46.70 59.30 40.90 54.10 37.60 51.80 42.70 54.70 42.90 56.10 40.30 53.70 43.50 55.00 46.70 58.80 40.80 51.80 39.30 50.90 40.80 53.20 38.50 51.90 36.80 50.90 42.10 52.50 Page 9/15 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 15:03:04 15:04:04 15:05:04 15:06:04 15:07:04 15:08:04 15:09:04 15:10:04 15:11:04 15:12:04 15:13:04 15:14:04 15:15:04 15:16:04 15:17:04 15:18:04 15:19:04 15:20:04 15:21:04 15:22:04 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32.00 50.10 32.20 50.70 33.00 52.10 33.10 49.20 34.10 50.10 Page 10/15 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 16:02:04 16:03:04 16:04:04 16:05:04 16:06:04 16:07:04 16:08:04 16:09:04 16:10:04 16:11:04 16:12:04 16:13:04 16:14:04 16:15:04 16:16:04 16:17:04 16:18:04 16:19:04 16:20:04 16:21:04 16:22:04 16:23:04 16:24:04 16:25:04 16:26:04 16:27:04 16:28:04 16:29:04 16:30:04 16:31:04 16:32:04 16:33:04 16:34:04 16:35:04 16:36:04 16:37:04 16:38:04 16:39:04 16:40:04 16:41:04 16:42:04 16:43:04 16:44:04 16:45:04 16:46:04 16:47:04 16:48:04 16:49:04 16:50:04 16:51:04 16:52:04 16:53:04 16:54:04 16:55:04 16:56:04 16:57:04 16:58:04 16:59:04 17:00:04 36.10 50.80 34.10 51.00 33.60 51.90 46.40 58.20 39.90 56.90 37.30 54.20 34.60 50.40 35.50 53.00 40.80 57.50 38.70 54.70 38.70 53.50 39.30 55.50 48.60 59.80 39.50 52.40 34.90 53.30 34.50 51.60 34.20 52.30 46.60 57.80 42.70 56.20 39.40 58.50 36.90 51.50 35.20 49.70 49.90 60.80 41.80 55.40 39.20 51.60 38.40 51.90 43.20 55.80 38.80 54.20 39.50 52.90 39.50 50.90 39.00 52.30 41.40 54.60 42.80 54.50 35.50 49.80 37.30 50.70 39.70 57.00 40.90 55.70 47.20 57.30 38.30 55.20 39.90 56.60 39.30 55.50 39.00 55.90 35.50 51.00 35.30 50.30 36.80 53.40 38.00 52.80 38.10 50.80 40.10 51.60 47.20 56.00 43.60 53.40 39.90 51.30 39.40 51.50 37.50 51.90 37.80 51.00 39.10 51.60 38.00 53.50 34.60 50.80 35.20 51.70 35.70 53.80 Page 11/15 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 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17:55:04 17:56:04 17:57:04 17:58:04 17:59:04 34.80 49.50 34.30 50.50 34.70 51.10 34.80 49.90 35.10 49.80 34.80 51.50 34.20 50.10 34.80 53.10 34.80 51.80 39.70 53.00 38.20 54.80 35.00 50.10 36.10 51.20 39.20 51.20 36.90 50.40 34.70 50.70 39.20 55.40 45.30 65.90 71.70 87.40 41.00 63.00 36.90 54.80 37.00 54.30 36.60 53.40 36.40 53.60 38.70 53.50 36.30 53.90 36.90 53.80 36.10 52.60 37.00 53.80 37.20 54.10 36.50 54.30 35.40 52.90 38.40 53.50 36.80 54.40 35.80 53.80 36.20 53.20 38.60 58.60 36.40 55.30 38.80 57.50 38.30 54.70 38.10 53.70 38.80 55.40 38.20 54.50 40.10 56.80 40.20 54.80 39.60 54.90 42.10 55.70 40.70 55.00 38.00 52.30 38.50 53.80 41.50 56.20 40.00 54.00 39.90 54.40 39.90 55.30 41.10 55.60 40.40 54.50 41.50 54.20 39.40 54.80 40.90 57.90 Page 12/15 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 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39.10 54.00 38.10 51.80 40.10 51.40 38.80 51.20 38.60 51.80 38.60 51.40 39.10 51.70 40.50 56.90 37.00 52.30 38.80 52.70 37.90 51.60 50.40 53.30 60.70 62.50 37.90 55.50 36.30 52.10 37.20 52.30 35.70 51.90 35.50 49.60 35.70 49.70 36.80 51.60 46.50 57.20 36.40 53.00 34.30 50.60 33.70 50.60 36.30 53.70 35.00 51.40 34.80 50.40 34.80 49.90 34.80 49.60 35.60 48.80 36.60 49.70 36.20 50.60 39.90 49.90 38.70 49.50 39.30 49.80 40.50 55.80 41.90 55.10 39.30 49.40 37.10 49.00 38.90 50.10 39.50 52.30 41.50 54.80 38.70 51.20 36.90 51.40 36.00 49.80 36.10 48.40 38.60 50.70 39.80 48.90 37.20 48.50 40.00 52.80 Page 13/15 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 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52.20 43.00 51.10 38.90 50.00 37.20 49.30 39.60 49.60 41.10 52.50 40.90 51.70 38.90 49.90 40.50 49.80 39.80 49.30 40.30 49.50 43.20 50.70 41.60 49.60 43.60 52.30 41.30 51.10 45.20 56.70 44.90 59.20 41.20 54.10 41.10 53.40 38.20 47.50 37.60 47.50 42.20 51.20 44.70 54.00 42.40 54.30 57.10 64.20 58.90 67.60 44.70 58.50 48.00 57.20 47.00 58.20 37.20 49.40 38.90 47.70 44.80 55.60 41.40 53.50 44.20 54.10 41.90 52.50 44.60 57.00 40.60 55.00 Page 14/15 5/12/2021 19:58:04 5/12/2021 19:59:04 5/12/2021 20:00:04 5/12/2021 20:01:04 5/12/2021 20:02:04 5/12/2021 20:03:04 5/12/2021 20:04:04 5/12/2021 20:05:04 5/12/2021 20:06:04 5/12/2021 20:07:04 5/12/2021 20:08:04 5/12/2021 20:09:04 5/12/2021 20:10:04 5/12/2021 20:11:04 5/12/2021 20:12:04 5/12/2021 20:13:04 5/12/2021 20:14:04 5/12/2021 20:15:04 5/12/2021 20:16:04 5/12/2021 20:17:04 5/12/2021 20:18:04 5/12/2021 20:19:04 5/12/2021 20:20:04 5/12/2021 20:21:04 5/12/2021 20:22:04 5/12/2021 20:23:04 5/12/2021 20:24:04 41.20 54.10 38.90 50.40 40.40 49.90 42.60 51.80 44.00 54.70 40.00 51.80 40.40 52.00 41.10 51.10 50.00 60.10 45.50 59.20 42.90 54.60 41.60 52.10 40.90 50.60 46.00 53.20 49.30 59.50 43.20 56.20 44.40 53.60 47.00 53.90 44.50 52.00 40.20 50.10 43.10 50.90 41.70 53.70 40.80 58.90 67.60 79.70 62.60 74.80 56.10 65.20 45.40 63.50 Page 15/15 S004 BLR040003 13052021 064753: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S004_BLR040003_13052021_064753: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S004_BLR040003_13052021_064753: Logged Data Table Date/Time 5/12/2021 21:47:03 5/12/2021 21:48:03 5/12/2021 21:49:03 5/12/2021 21:50:03 5/12/2021 21:51:03 5/12/2021 21:52:03 5/12/2021 21:53:03 5/12/2021 21:54:03 5/12/2021 21:55:03 5/12/2021 21:56:03 5/12/2021 21:57:03 5/12/2021 21:58:03 5/12/2021 21:59:03 5/12/2021 22:00:03 5/12/2021 22:01:03 5/12/2021 22:02:03 5/12/2021 22:03:03 5/12/2021 22:04:03 5/12/2021 22:05:03 5/12/2021 22:06:03 5/12/2021 22:07:03 5/12/2021 22:08:03 5/12/2021 22:09:03 5/12/2021 22:10:03 5/12/2021 22:11:03 5/12/2021 22:12:03 5/12/2021 22:13:03 5/12/2021 22:14:03 5/12/2021 22:15:03 5/12/2021 22:16:03 5/12/2021 22:17:03 Value S004_B LR040003_13052021 _064753 Point 4 5/12/2021 21:46:03 5/13/2021 6:45:31 SoundPro DL R.13H BLR040003 Meter/ Sensor 1 1 1 1 1 1 1 2 2 2 2 Lavg-1 56.90 43.60 40.90 42.40 41.90 40.50 41.20 41.50 39.90 42.00 44.20 40.80 44.80 39.70 40.60 41.50 39.50 41.30 39.20 39.60 41.20 40.50 43.50 43.20 39.70 37.80 39.70 41.10 42.00 40.10 38.10 Value 60 s SLOW A 10dB 1/3 3 dB SLOW C 3 dB 10dB Lavg-2 62.30 57.30 55.40 54.70 54.70 53.10 53.10 54.40 52.30 53.20 53.70 52.70 54.40 52.10 52.40 53.40 53.70 53.10 53.30 53.20 54.00 55.80 57.40 57.60 54.20 53.60 53.40 54.60 54.90 53.50 53.00 Page 1/10 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 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38.30 52.70 40.30 52.30 40.80 54.90 42.50 53.50 41.80 52.40 41.90 54.30 41.90 53.80 42.80 53.60 40.90 53.80 38.10 55.00 38.60 56.50 43.80 57.50 42.50 56.80 43.80 57.40 46.00 57.30 40.20 55.40 39.90 55.90 41.60 54.90 42.20 54.50 38.80 54.00 39.40 54.10 39.90 54.10 40.80 53.70 38.80 53.10 41.40 53.50 42.40 54.20 38.80 54.00 39.30 54.20 39.10 54.70 38.90 54.60 39.30 55.30 41.00 55.90 42.90 56.90 41.20 55.70 37.30 55.80 37.20 56.30 39.30 56.10 41.80 56.30 38.10 56.00 38.20 56.20 39.70 55.70 45.10 60.30 44.40 56.70 38.80 54.90 39.40 55.00 43.00 56.00 43.50 55.60 39.80 55.20 40.40 55.60 39.50 56.10 40.20 55.30 39.50 54.60 43.80 54.30 42.00 54.20 44.50 56.50 40.50 54.50 41.00 54.40 37.30 53.90 38.80 54.30 Page 2/10 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 5/12/2021 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60.60 46.80 60.30 47.30 59.60 49.20 59.70 48.90 59.90 46.20 59.80 48.20 60.10 45.30 60.10 46.20 59.90 46.00 60.10 46.00 59.80 45.50 59.90 44.90 59.80 45.40 59.90 46.60 61.80 45.20 60.40 45.80 60.10 46.10 59.80 46.20 60.10 49.10 62.70 47.40 60.40 47.00 60.70 45.70 59.90 45.50 59.60 44.30 59.70 44.40 60.00 44.90 60.00 45.90 61.00 47.70 65.20 47.20 65.30 Page 10/10 S005 BLR040003 13052021 195636: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S005_BLR040003_13052021_195636: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S005_BLR040003_13052021_195636: Logged Data Table Date/Time 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 7:11:56 7:12:56 7:13:56 7:14:56 7:15:56 7:16:56 7:17:56 7:18:56 7:19:56 7:20:56 7:21:56 7:22:56 7:23:56 7:24:56 7:25:56 7:26:56 7:27:56 7:28:56 7:29:56 7:30:56 7:31:56 7:32:56 7:33:56 7:34:56 7:35:56 7:36:56 7:37:56 7:38:56 7:39:56 7:40:56 7:41:56 Value S005_B LR040003_13052021 _195636 Point 5 5/13/2021 7:10:56 5/13/2021 19:54:45 SoundPro DL R.13H BLR040003 Meter/ Sensor 1 1 1 1 1 1 1 2 2 2 2 Lavg-1 54.90 48.80 48.90 45.20 45.70 47.20 47.10 48.80 48.60 48.10 47.60 47.90 47.70 47.50 49.20 49.70 47.90 47.40 48.80 47.10 47.60 47.30 48.60 48.10 48.00 47.60 46.70 46.30 46.00 53.40 52.70 Value 60 s SLOW A 10dB 1/3 3 dB SLOW C 3 dB 10dB Lavg-2 66.60 66.80 64.10 60.80 60.90 61.30 60.90 61.70 61.10 62.00 62.20 61.40 60.70 60.50 60.90 60.70 60.50 60.10 60.50 60.70 60.70 61.30 60.50 60.40 59.70 60.30 60.60 60.20 60.90 64.50 63.80 Page 1/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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48.50 61.90 46.90 62.20 45.70 61.10 46.80 61.20 45.50 62.00 43.80 61.30 45.40 62.30 51.00 63.00 45.30 61.50 46.10 61.80 45.80 63.30 45.50 63.30 47.40 62.80 48.60 62.30 49.80 61.80 48.60 61.10 46.60 60.80 44.90 62.70 46.80 61.90 46.80 62.60 44.70 61.40 49.20 63.10 53.50 64.90 51.30 63.80 46.10 62.20 45.40 62.30 46.70 62.10 46.40 62.30 47.70 62.80 46.90 62.30 45.90 63.30 46.70 62.50 44.20 61.30 43.40 61.20 45.20 62.40 49.00 64.50 52.70 65.30 51.60 65.80 51.30 65.90 54.90 65.30 54.30 65.20 53.30 65.30 55.20 65.30 54.60 64.70 54.10 64.30 46.90 60.80 46.10 62.20 44.10 60.30 45.60 60.70 43.10 60.10 43.80 60.50 43.50 60.10 45.50 61.40 45.20 61.60 46.40 60.30 44.40 60.20 44.80 59.80 Page 2/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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59.60 44.60 59.00 47.60 60.30 44.30 59.00 44.40 59.20 44.70 58.20 42.90 58.30 44.90 58.90 45.90 59.00 47.80 59.00 46.70 59.40 45.30 59.10 43.60 58.60 46.40 59.20 46.20 60.00 44.80 59.10 42.90 57.90 42.80 58.80 45.80 59.60 43.20 58.70 43.60 59.80 42.20 58.70 44.50 57.90 44.70 57.50 43.40 58.00 42.80 58.10 48.00 59.80 45.50 58.80 42.70 58.40 46.80 59.90 47.90 59.70 45.20 58.70 44.50 58.30 42.50 58.70 46.80 58.10 41.80 57.70 43.40 59.70 52.70 61.40 48.60 60.00 41.80 58.50 Page 3/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 9:40:56 9:41:56 9:42:56 9:43:56 9:44:56 9:45:56 9:46:56 9:47:56 9:48:56 9:49:56 9:50:56 9:51:56 9:52:56 9:53:56 9:54:56 9:55:56 9:56:56 9:57:56 9:58:56 9:59:56 10:00:56 10:01:56 10:02:56 10:03:56 10:04:56 10:05:56 10:06:56 10:07:56 10:08:56 10:09:56 10:10:56 10:11:56 10:12:56 10:13:56 10:14:56 10:15:56 10:16:56 10:17:56 10:18:56 10:19:56 10:20:56 10:21:56 10:22:56 10:23:56 10:24:56 10:25:56 10:26:56 10:27:56 10:28:56 10:29:56 10:30:56 10:31:56 10:32:56 10:33:56 10:34:56 10:35:56 10:36:56 10:37:56 10:38:56 43.00 58.60 48.60 59.90 48.00 59.60 42.70 57.00 49.70 60.70 50.00 60.40 44.90 57.90 44.90 58.50 46.00 59.10 46.40 58.00 40.40 58.10 41.30 57.50 40.90 57.60 41.80 57.30 42.00 56.70 42.10 57.30 42.20 58.00 42.90 57.50 49.20 61.00 43.80 59.30 42.80 58.10 42.50 56.80 42.10 57.80 47.50 60.20 47.00 58.30 44.50 57.40 39.90 58.40 40.40 56.70 46.20 57.90 46.30 59.20 44.80 57.60 43.70 57.70 46.60 58.20 47.20 57.90 43.70 58.90 54.20 65.10 47.30 61.80 45.00 60.00 43.60 58.90 43.60 58.70 43.80 58.70 48.60 61.60 57.00 65.20 50.30 62.30 50.30 61.30 50.60 61.20 51.00 61.70 52.50 61.90 49.50 60.60 49.70 62.30 45.90 61.30 49.50 60.80 46.40 60.10 50.50 60.50 44.40 58.60 41.90 58.30 45.10 61.00 53.00 63.50 47.10 60.00 Page 4/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 10:39:56 10:40:56 10:41:56 10:42:56 10:43:56 10:44:56 10:45:56 10:46:56 10:47:56 10:48:56 10:49:56 10:50:56 10:51:56 10:52:56 10:53:56 10:54:56 10:55:56 10:56:56 10:57:56 10:58:56 10:59:56 11:00:56 11:01:56 11:02:56 11:03:56 11:04:56 11:05:56 11:06:56 11:07:56 11:08:56 11:09:56 11:10:56 11:11:56 11:12:56 11:13:56 11:14:56 11:15:56 11:16:56 11:17:56 11:18:56 11:19:56 11:20:56 11:21:56 11:22:56 11:23:56 11:24:56 11:25:56 11:26:56 11:27:56 11:28:56 11:29:56 11:30:56 11:31:56 11:32:56 11:33:56 11:34:56 11:35:56 11:36:56 11:37:56 45.00 60.30 48.10 60.30 50.70 60.20 46.40 59.40 45.60 59.00 47.70 60.70 47.90 61.30 47.50 59.50 48.50 60.80 44.40 58.80 44.60 58.70 52.00 61.60 51.30 62.10 48.30 61.00 48.60 61.70 50.40 61.30 52.10 62.00 46.10 60.70 43.60 60.40 43.80 58.10 44.70 58.20 43.90 58.90 43.60 58.50 45.00 58.70 53.80 63.90 43.90 61.70 43.60 60.70 44.30 59.30 44.60 61.20 43.60 58.90 44.00 57.50 43.70 59.30 41.10 57.60 42.50 58.10 42.70 57.30 41.50 57.00 43.30 56.80 43.40 56.90 41.90 56.40 40.90 56.70 42.20 58.50 43.60 58.60 42.40 58.10 41.90 56.50 43.30 57.40 45.10 56.90 45.20 57.50 44.80 57.50 43.60 56.20 43.20 56.10 42.80 56.60 43.20 55.40 42.80 55.50 42.30 55.10 46.00 57.40 43.40 56.00 50.20 61.30 42.90 59.20 42.10 57.80 Page 5/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 11:38:56 11:39:56 11:40:56 11:41:56 11:42:56 11:43:56 11:44:56 11:45:56 11:46:56 11:47:56 11:48:56 11:49:56 11:50:56 11:51:56 11:52:56 11:53:56 11:54:56 11:55:56 11:56:56 11:57:56 11:58:56 11:59:56 12:00:56 12:01:56 12:02:56 12:03:56 12:04:56 12:05:56 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19:08:56 19:09:56 19:10:56 19:11:56 19:12:56 19:13:56 19:14:56 19:15:56 19:16:56 19:17:56 19:18:56 19:19:56 19:20:56 19:21:56 19:22:56 19:23:56 19:24:56 19:25:56 19:26:56 19:27:56 19:28:56 19:29:56 45.60 55.80 45.60 58.10 46.20 57.30 46.20 53.50 47.30 54.90 45.40 53.10 46.80 54.40 45.50 54.10 43.30 53.10 43.10 52.40 45.20 54.10 46.90 54.40 47.70 58.00 44.50 54.90 47.10 56.60 48.70 56.50 43.50 54.90 45.20 56.00 45.60 57.20 46.70 58.40 48.30 58.60 52.90 64.10 44.40 55.90 45.60 56.30 43.60 54.20 45.30 55.20 46.50 57.40 46.30 64.40 43.80 53.50 46.10 52.60 44.20 52.40 42.40 52.60 42.40 53.70 44.10 52.90 44.30 54.70 48.70 55.60 44.80 54.90 43.60 53.90 47.30 58.20 45.00 54.40 49.70 59.80 45.60 56.30 45.70 53.90 47.50 55.10 46.40 55.10 45.60 56.00 47.40 55.60 48.40 54.40 46.30 54.20 46.50 54.10 47.30 54.10 47.60 57.10 47.70 56.50 45.40 53.50 50.40 53.90 51.20 54.50 49.20 54.70 48.20 57.20 47.10 55.90 Page 13/14 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 19:30:56 19:31:56 19:32:56 19:33:56 19:34:56 19:35:56 19:36:56 19:37:56 19:38:56 19:39:56 19:40:56 19:41:56 19:42:56 19:43:56 19:44:56 19:45:56 19:46:56 19:47:56 19:48:56 19:49:56 19:50:56 19:51:56 19:52:56 19:53:56 47.10 53.50 49.10 53.20 49.50 52.70 45.90 51.60 45.40 52.70 45.60 51.90 44.40 53.00 44.20 53.00 47.80 55.60 47.50 53.80 48.80 54.60 46.80 53.30 47.20 54.10 46.90 54.20 47.90 58.50 47.40 55.80 48.30 54.30 46.20 52.50 44.70 51.30 47.60 55.70 49.40 57.10 48.40 56.80 49.80 57.60 49.70 62.20 Page 14/14 S007 BLR040003 14052021 144620: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S007_BLR040003_14052021_144620: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S007_BLR040003_14052021_144620: Logged Data Table Date/Time 5/13/2021 20:04:35 5/13/2021 20:05:35 5/13/2021 20:06:35 5/13/2021 20:07:35 5/13/2021 20:08:35 5/13/2021 20:09:35 5/13/2021 20:10:35 5/13/2021 20:11:35 5/13/2021 20:12:35 5/13/2021 20:13:35 5/13/2021 20:14:35 5/13/2021 20:15:35 5/13/2021 20:16:35 5/13/2021 20:17:35 5/13/2021 20:18:35 5/13/2021 20:19:35 5/13/2021 20:20:35 5/13/2021 20:21:35 5/13/2021 20:22:35 5/13/2021 20:23:35 5/13/2021 20:24:35 5/13/2021 20:25:35 5/13/2021 20:26:35 5/13/2021 20:27:35 5/13/2021 20:28:35 5/13/2021 20:29:35 5/13/2021 20:30:35 5/13/2021 20:31:35 5/13/2021 20:32:35 5/13/2021 20:33:35 5/13/2021 20:34:35 Value S007_B LR040003_14052021 _144620 Point 5 5/13/2021 20:03:35 5/14/2021 6:19:45 SoundPro DL R.13H BLR040003 Meter/ Sensor 1 1 1 1 1 1 1 2 2 2 2 Lavg-1 57.50 49.90 46.30 44.70 45.80 45.10 50.90 49.40 46.60 46.40 48.20 45.10 48.90 46.50 46.80 46.90 47.40 45.90 45.30 45.30 46.00 45.90 45.90 48.50 46.50 43.90 43.40 49.60 45.00 44.00 59.90 Value 60 s SLOW A 10dB 1/3 3 dB SLOW C 3 dB 10dB Lavg-2 66.50 64.20 57.70 53.00 53.10 52.20 59.30 60.20 58.70 55.50 54.30 53.50 57.50 57.50 58.70 58.00 58.20 58.20 59.10 58.50 58.60 59.50 59.30 59.20 60.10 59.40 59.20 60.50 59.50 59.00 64.20 Page 1/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 20:35:35 20:36:35 20:37:35 20:38:35 20:39:35 20:40:35 20:41:35 20:42:35 20:43:35 20:44:35 20:45:35 20:46:35 20:47:35 20:48:35 20:49:35 20:50:35 20:51:35 20:52:35 20:53:35 20:54:35 20:55:35 20:56:35 20:57:35 20:58:35 20:59:35 21:00:35 21:01:35 21:02:35 21:03:35 21:04:35 21:05:35 21:06:35 21:07:35 21:08:35 21:09:35 21:10:35 21:11:35 21:12:35 21:13:35 21:14:35 21:15:35 21:16:35 21:17:35 21:18:35 21:19:35 21:20:35 21:21:35 21:22:35 21:23:35 21:24:35 21:25:35 21:26:35 21:27:35 21:28:35 21:29:35 21:30:35 21:31:35 21:32:35 21:33:35 41.90 58.70 41.30 58.80 43.60 54.30 41.40 52.60 42.20 52.20 41.40 51.20 39.30 50.80 41.80 57.30 43.30 52.60 43.50 54.50 41.30 51.20 42.40 53.00 39.20 51.80 42.90 51.10 41.20 51.00 39.80 49.80 46.30 53.10 46.00 54.00 44.60 52.50 41.50 51.40 41.90 50.00 41.70 51.20 39.70 51.30 43.40 53.00 51.50 63.00 39.30 49.60 42.00 50.30 41.60 52.40 44.30 56.50 43.70 56.60 41.80 58.60 41.10 58.10 39.00 58.10 45.70 59.20 43.90 58.70 40.00 58.40 39.00 58.40 41.10 59.70 40.60 59.50 39.90 58.10 46.00 58.80 52.40 60.50 45.50 53.60 41.60 51.70 43.10 50.50 42.50 51.80 44.90 63.10 38.00 53.60 43.80 52.50 39.90 51.50 39.20 51.40 40.30 54.50 41.80 56.50 40.10 57.00 40.20 55.40 40.40 52.90 38.50 51.20 40.50 54.20 41.30 54.00 Page 2/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 21:34:35 21:35:35 21:36:35 21:37:35 21:38:35 21:39:35 21:40:35 21:41:35 21:42:35 21:43:35 21:44:35 21:45:35 21:46:35 21:47:35 21:48:35 21:49:35 21:50:35 21:51:35 21:52:35 21:53:35 21:54:35 21:55:35 21:56:35 21:57:35 21:58:35 21:59:35 22:00:35 22:01:35 22:02:35 22:03:35 22:04:35 22:05:35 22:06:35 22:07:35 22:08:35 22:09:35 22:10:35 22:11:35 22:12:35 22:13:35 22:14:35 22:15:35 22:16:35 22:17:35 22:18:35 22:19:35 22:20:35 22:21:35 22:22:35 22:23:35 22:24:35 22:25:35 22:26:35 22:27:35 22:28:35 22:29:35 22:30:35 22:31:35 22:32:35 42.40 54.90 42.90 56.90 42.50 55.50 41.60 55.30 39.90 51.90 38.80 52.00 41.60 54.20 38.30 51.20 39.30 51.90 43.30 53.60 40.00 51.40 40.40 51.10 38.10 50.70 37.40 49.30 36.10 48.50 37.40 50.70 39.50 51.00 40.00 50.00 42.90 53.30 39.00 49.20 40.80 51.00 38.60 50.70 39.20 50.10 40.80 48.60 41.20 50.10 42.80 53.20 36.50 49.20 35.60 48.70 40.70 50.40 42.60 52.70 39.30 53.90 40.10 56.50 44.00 61.30 46.10 66.60 58.20 70.90 44.80 64.50 40.60 56.70 42.70 56.20 38.50 50.00 36.70 48.70 38.90 50.20 38.20 50.80 36.30 48.70 39.90 51.00 36.90 50.00 37.80 49.70 38.20 50.90 40.60 51.90 38.30 49.10 40.10 51.60 38.30 51.90 44.70 51.40 48.10 54.90 41.10 51.80 38.00 51.70 38.90 49.80 41.70 51.40 41.70 51.40 39.10 50.70 Page 3/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 22:33:35 22:34:35 22:35:35 22:36:35 22:37:35 22:38:35 22:39:35 22:40:35 22:41:35 22:42:35 22:43:35 22:44:35 22:45:35 22:46:35 22:47:35 22:48:35 22:49:35 22:50:35 22:51:35 22:52:35 22:53:35 22:54:35 22:55:35 22:56:35 22:57:35 22:58:35 22:59:35 23:00:35 23:01:35 23:02:35 23:03:35 23:04:35 23:05:35 23:06:35 23:07:35 23:08:35 23:09:35 23:10:35 23:11:35 23:12:35 23:13:35 23:14:35 23:15:35 23:16:35 23:17:35 23:18:35 23:19:35 23:20:35 23:21:35 23:22:35 23:23:35 23:24:35 23:25:35 23:26:35 23:27:35 23:28:35 23:29:35 23:30:35 23:31:35 43.80 51.40 42.90 50.70 43.20 50.80 51.80 54.30 51.30 53.80 49.60 53.50 42.30 50.40 43.50 51.60 41.80 49.70 39.90 50.00 38.10 49.50 39.10 48.90 40.40 49.30 40.00 49.10 43.70 50.60 45.40 52.10 42.70 50.20 42.10 49.90 42.00 51.00 41.90 51.60 41.30 50.00 42.00 49.40 45.20 51.20 40.50 49.20 48.20 52.10 41.20 49.50 37.70 48.80 42.30 50.80 41.50 54.80 40.40 57.30 41.00 51.20 39.90 50.40 39.40 50.90 39.50 49.80 38.70 49.50 38.30 49.10 40.20 49.80 37.50 49.50 36.90 49.40 39.70 50.10 37.90 49.70 38.20 50.20 39.10 52.50 37.80 50.10 36.30 49.30 42.50 50.50 41.80 50.50 40.70 50.80 40.30 51.00 43.50 52.60 43.50 53.60 44.10 52.30 39.90 51.80 40.20 50.80 42.90 50.20 44.10 50.90 42.20 51.70 38.80 50.40 39.20 49.30 Page 4/11 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 23:32:35 23:33:35 23:34:35 23:35:35 23:36:35 23:37:35 23:38:35 23:39:35 23:40:35 23:41:35 23:42:35 23:43:35 23:44:35 23:45:35 23:46:35 23:47:35 23:48:35 23:49:35 23:50:35 23:51:35 23:52:35 23:53:35 23:54:35 23:55:35 23:56:35 23:57:35 23:58:35 23:59:35 0:00:35 0:01:35 0:02:35 0:03:35 0:04:35 0:05:35 0:06:35 0:07:35 0:08:35 0:09:35 0:10:35 0:11:35 0:12:35 0:13:35 0:14:35 0:15:35 0:16:35 0:17:35 0:18:35 0:19:35 0:20:35 0:21:35 0:22:35 0:23:35 0:24:35 0:25:35 0:26:35 0:27:35 0:28:35 0:29:35 0:30:35 41.30 54.60 41.10 49.60 40.40 49.10 42.10 49.40 43.00 50.20 48.40 56.20 41.70 49.20 40.90 48.80 42.30 49.30 41.10 49.80 41.20 50.30 45.80 54.00 40.50 50.00 45.60 51.00 48.80 54.00 47.10 51.50 48.30 52.50 43.40 49.60 44.00 48.80 44.80 49.70 44.60 49.60 39.80 48.90 43.70 49.20 41.50 48.10 42.60 48.00 41.80 48.30 40.60 46.90 37.90 45.80 37.80 44.30 37.80 45.00 33.80 44.00 35.10 45.20 41.90 53.90 38.30 50.40 35.90 46.70 42.80 48.30 45.40 50.10 46.00 50.00 45.80 50.10 48.80 53.20 46.80 50.70 46.00 52.10 48.30 54.80 45.60 50.30 45.60 50.10 45.80 49.60 47.40 50.10 48.40 51.20 47.20 50.20 47.50 50.10 46.90 49.80 46.30 49.60 46.40 49.80 44.90 49.70 46.10 50.20 47.60 50.50 46.00 49.10 46.60 49.40 47.90 50.40 Page 5/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 0:31:35 0:32:35 0:33:35 0:34:35 0:35:35 0:36:35 0:37:35 0:38:35 0:39:35 0:40:35 0:41:35 0:42:35 0:43:35 0:44:35 0:45:35 0:46:35 0:47:35 0:48:35 0:49:35 0:50:35 0:51:35 0:52:35 0:53:35 0:54:35 0:55:35 0:56:35 0:57:35 0:58:35 0:59:35 1:00:35 1:01:35 1:02:35 1:03:35 1:04:35 1:05:35 1:06:35 1:07:35 1:08:35 1:09:35 1:10:35 1:11:35 1:12:35 1:13:35 1:14:35 1:15:35 1:16:35 1:17:35 1:18:35 1:19:35 1:20:35 1:21:35 1:22:35 1:23:35 1:24:35 1:25:35 1:26:35 1:27:35 1:28:35 1:29:35 47.40 50.00 46.30 49.80 46.40 49.70 46.70 50.30 47.30 50.50 46.10 49.90 48.00 50.40 48.20 50.40 44.70 49.30 45.00 49.00 47.30 50.20 48.20 50.50 40.80 49.20 45.70 49.70 45.00 49.30 47.60 50.40 48.60 50.60 47.60 50.20 49.20 52.90 48.90 53.20 49.20 55.00 47.60 50.60 46.30 49.70 49.20 50.80 48.00 51.00 46.60 49.60 46.40 49.80 45.90 49.70 44.70 49.70 46.90 51.60 46.50 51.00 48.10 52.80 45.30 51.60 37.80 50.90 36.80 49.40 37.10 50.10 37.40 49.40 37.80 48.80 37.90 49.60 37.90 49.40 38.40 48.70 37.50 47.70 38.50 48.40 39.60 51.30 40.60 49.70 41.80 52.00 37.70 47.30 38.30 47.00 38.00 46.50 36.70 45.90 35.80 47.70 39.20 48.60 40.20 48.30 42.30 54.00 40.70 49.50 41.30 47.80 40.40 46.50 42.10 47.00 41.50 46.80 Page 6/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 1:30:35 1:31:35 1:32:35 1:33:35 1:34:35 1:35:35 1:36:35 1:37:35 1:38:35 1:39:35 1:40:35 1:41:35 1:42:35 1:43:35 1:44:35 1:45:35 1:46:35 1:47:35 1:48:35 1:49:35 1:50:35 1:51:35 1:52:35 1:53:35 1:54:35 1:55:35 1:56:35 1:57:35 1:58:35 1:59:35 2:00:35 2:01:35 2:02:35 2:03:35 2:04:35 2:05:35 2:06:35 2:07:35 2:08:35 2:09:35 2:10:35 2:11:35 2:12:35 2:13:35 2:14:35 2:15:35 2:16:35 2:17:35 2:18:35 2:19:35 2:20:35 2:21:35 2:22:35 2:23:35 2:24:35 2:25:35 2:26:35 2:27:35 2:28:35 39.90 46.60 33.80 45.50 38.70 50.30 41.90 48.50 41.70 48.00 40.40 47.10 39.90 45.30 41.30 45.80 41.20 45.80 37.70 43.10 37.70 43.20 38.00 44.20 34.20 43.70 32.30 45.50 32.90 47.50 33.40 47.90 33.50 49.00 36.90 49.20 37.90 50.30 34.80 50.10 33.60 50.80 34.10 50.80 35.00 58.60 34.50 57.30 35.70 57.00 35.90 57.50 35.30 57.80 33.60 56.80 33.10 56.90 32.90 56.70 33.90 56.80 33.90 57.00 34.20 56.50 34.70 56.60 32.90 56.70 32.80 56.60 34.80 57.00 34.60 56.90 33.50 56.90 34.20 56.70 33.50 56.50 32.70 57.00 33.20 56.90 32.50 56.80 33.10 56.70 35.70 57.10 33.10 55.50 33.00 48.10 32.40 47.70 33.10 48.00 32.50 47.70 32.00 48.40 29.30 47.80 31.30 47.80 29.20 47.90 30.60 48.50 29.90 48.90 28.80 48.30 29.00 48.30 Page 7/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 2:29:35 2:30:35 2:31:35 2:32:35 2:33:35 2:34:35 2:35:35 2:36:35 2:37:35 2:38:35 2:39:35 2:40:35 2:41:35 2:42:35 2:43:35 2:44:35 2:45:35 2:46:35 2:47:35 2:48:35 2:49:35 2:50:35 2:51:35 2:52:35 2:53:35 2:54:35 2:55:35 2:56:35 2:57:35 2:58:35 2:59:35 3:00:35 3:01:35 3:02:35 3:03:35 3:04:35 3:05:35 3:06:35 3:07:35 3:08:35 3:09:35 3:10:35 3:11:35 3:12:35 3:13:35 3:14:35 3:15:35 3:16:35 3:17:35 3:18:35 3:19:35 3:20:35 3:21:35 3:22:35 3:23:35 3:24:35 3:25:35 3:26:35 3:27:35 29.20 48.80 31.50 49.40 36.10 49.90 36.80 50.60 32.90 52.10 31.50 49.20 31.40 49.50 31.60 50.00 32.40 50.90 32.90 50.80 32.20 50.30 32.30 50.70 32.40 50.50 33.30 50.50 32.50 50.50 34.50 51.40 31.60 50.60 31.20 49.00 33.20 49.50 32.10 50.50 34.40 50.70 32.50 50.10 32.80 50.80 31.30 49.80 32.40 50.00 33.30 50.00 33.80 50.30 31.10 49.00 30.70 49.80 31.20 50.70 32.10 51.40 33.70 50.60 34.50 52.00 30.70 51.90 31.10 51.20 31.80 51.70 34.40 53.60 32.10 52.00 32.40 52.60 34.30 52.20 37.20 52.60 35.30 52.40 34.60 53.60 33.30 53.10 33.30 53.40 35.40 54.30 34.40 54.70 32.30 54.30 32.50 53.30 32.70 53.30 32.30 53.90 32.20 54.20 31.00 53.60 32.80 54.30 35.40 54.40 36.00 56.10 35.50 57.20 32.90 58.70 35.10 58.50 Page 8/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 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4:25:35 4:26:35 36.90 58.70 38.70 58.40 37.50 58.30 33.80 58.10 33.70 58.10 32.90 57.80 33.20 58.10 33.20 57.80 33.70 57.90 33.30 58.00 34.40 57.70 36.80 57.70 35.70 57.70 37.20 57.80 34.10 57.90 35.70 57.80 34.50 58.00 34.50 58.10 39.30 57.90 40.60 54.40 35.20 54.30 33.10 53.70 32.70 53.20 34.90 53.50 35.40 53.10 32.10 52.80 33.00 53.20 36.30 53.10 36.50 53.30 39.90 53.80 35.30 53.50 33.30 52.70 32.90 52.60 31.90 52.50 31.10 52.50 31.50 52.50 31.50 52.80 33.00 53.30 33.20 53.40 34.80 54.20 39.30 53.60 34.30 53.60 32.60 53.30 33.30 53.10 33.30 53.30 37.30 54.50 40.30 54.20 38.20 55.40 36.00 53.60 36.30 53.50 37.60 53.60 34.30 53.70 34.30 54.00 34.90 53.90 34.60 54.10 34.80 53.90 35.10 54.20 34.50 54.40 32.80 54.00 Page 9/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 4:27:35 4:28:35 4:29:35 4:30:35 4:31:35 4:32:35 4:33:35 4:34:35 4:35:35 4:36:35 4:37:35 4:38:35 4:39:35 4:40:35 4:41:35 4:42:35 4:43:35 4:44:35 4:45:35 4:46:35 4:47:35 4:48:35 4:49:35 4:50:35 4:51:35 4:52:35 4:53:35 4:54:35 4:55:35 4:56:35 4:57:35 4:58:35 4:59:35 5:00:35 5:01:35 5:02:35 5:03:35 5:04:35 5:05:35 5:06:35 5:07:35 5:08:35 5:09:35 5:10:35 5:11:35 5:12:35 5:13:35 5:14:35 5:15:35 5:16:35 5:17:35 5:18:35 5:19:35 5:20:35 5:21:35 5:22:35 5:23:35 5:24:35 5:25:35 31.90 53.50 32.80 53.40 34.60 53.20 32.30 52.50 31.60 52.60 34.20 52.90 35.60 53.10 37.10 53.20 39.60 53.70 39.90 53.70 36.40 54.00 35.70 54.40 37.90 54.10 36.80 53.30 38.70 53.50 39.80 55.00 37.40 53.50 41.10 55.60 39.30 53.80 37.80 53.60 38.20 53.10 38.10 53.60 38.10 53.50 36.60 54.30 44.00 58.70 41.30 56.30 38.20 54.20 40.10 54.00 42.20 54.80 38.30 53.90 38.50 54.00 38.00 53.80 39.00 54.60 40.60 54.60 41.20 54.80 42.00 54.40 45.70 54.70 42.50 54.10 45.70 54.50 43.70 54.30 41.40 54.50 41.80 54.70 44.60 57.40 43.10 54.80 45.40 55.80 44.70 56.30 44.40 54.10 48.20 55.50 46.10 55.80 44.20 54.90 43.00 54.90 46.00 57.30 45.00 56.80 46.00 56.10 46.30 58.40 45.00 56.40 44.80 55.50 47.50 56.70 47.20 55.30 Page 10/11 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5:26:35 5:27:35 5:28:35 5:29:35 5:30:35 5:31:35 5:32:35 5:33:35 5:34:35 5:35:35 5:36:35 5:37:35 5:38:35 5:39:35 5:40:35 5:41:35 5:42:35 5:43:35 5:44:35 5:45:35 5:46:35 5:47:35 5:48:35 5:49:35 5:50:35 5:51:35 5:52:35 5:53:35 5:54:35 5:55:35 5:56:35 5:57:35 5:58:35 5:59:35 6:00:35 6:01:35 6:02:35 6:03:35 6:04:35 6:05:35 6:06:35 6:07:35 6:08:35 6:09:35 6:10:35 6:11:35 6:12:35 6:13:35 6:14:35 6:15:35 6:16:35 6:17:35 6:18:35 6:19:35 46.40 55.30 46.20 55.80 46.70 56.70 45.00 56.20 45.60 56.10 45.90 56.00 48.80 58.70 48.40 56.40 47.30 56.40 49.80 59.90 47.60 56.90 48.40 57.20 51.20 57.50 49.30 58.10 49.20 57.30 47.50 58.20 46.60 57.90 49.20 57.90 46.70 58.80 47.30 58.90 48.60 59.00 52.50 65.50 51.50 63.80 47.20 56.80 48.90 58.80 48.80 58.80 49.60 56.70 48.00 56.40 48.00 56.60 48.90 56.70 52.40 57.80 51.90 59.70 51.20 59.40 49.50 58.00 49.70 57.30 48.20 56.70 49.70 57.70 50.10 57.80 49.40 57.80 47.30 56.70 47.10 57.30 46.30 57.10 46.60 57.00 46.00 56.80 47.40 57.50 49.80 58.00 54.20 61.70 52.60 58.10 51.00 58.70 51.70 61.40 48.20 58.30 49.90 60.40 49.40 60.00 55.70 65.20 Page 11/11 S009 BLP050001 16052021 112353: Information Panel Description Name Location Start Time Stop Time Model Type Device Firmware Rev Device Name S009_BLP050001_16052021_112353: Summary Data Panel Description Log Rate Response Weighting Integrating Threshold Leq Bandwidth Exchange Rate Response Weighting Exchange Rate Integrating Threshold S009_BLP050001_16052021_112353: Logged Data Table Date/Time 5/13/2021 20:54:45 5/13/2021 20:55:45 5/13/2021 20:56:45 5/13/2021 20:57:45 5/13/2021 20:58:45 5/13/2021 20:59:45 5/13/2021 21:00:45 5/13/2021 21:01:45 5/13/2021 21:02:45 5/13/2021 21:03:45 5/13/2021 21:04:45 5/13/2021 21:05:45 5/13/2021 21:06:45 5/13/2021 21:07:45 5/13/2021 21:08:45 5/13/2021 21:09:45 5/13/2021 21:10:45 5/13/2021 21:11:45 5/13/2021 21:12:45 5/13/2021 21:13:45 5/13/2021 21:14:45 5/13/2021 21:15:45 5/13/2021 21:16:45 5/13/2021 21:17:45 5/13/2021 21:18:45 5/13/2021 21:19:45 5/13/2021 21:20:45 5/13/2021 21:21:45 5/13/2021 21:22:45 5/13/2021 21:23:45 Value S009B BLP050001_16052021_112353 _112353 Point 6 5/13/2021 20:53:45 5/14/2021 21:44:22 SoundPro DL R.13H BLP050001 Meter/ Sensor 1 1 1 I 1 1 1 2 2 2 2 Value 60 s SLOW A 10 dB 1/3 3 dB SLOW C 3 dB 10 dB Lavg-1 Lavg-2 59.20 65.00 65.70 68.90 64.30 66.30 61.50 65.40 63.30 68.10 63.00 69.80 60.00 66.20 63.50 65.80 62.50 67.30 63.00 65.70 61.40 63.70 61.30 67.00 54.40 62.90 59.50 63.30 56.10 60.50 56.00 59.50 55.10 59.90 46.00 56.90 59.40 63.90 63.50 71.00 55.90 61.60 64.10 76.80 53.80 59.30 60.20 63.50 58.20 60.60 58.70 61.90 58.70 61.40 43.10 54.80 56.70 62.20 58.50 65.80 Page 1/26 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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61.20 67.60 54.80 60.70 60.10 64.80 58.80 66.30 49.10 53.90 59.40 61.40 44.10 51.60 58.20 59.70 55.70 58.70 57.10 59.20 56.40 58.40 59.40 62.60 58.00 63.90 58.60 60.10 56.50 58.30 57.60 59.90 62.30 65.80 60.10 63.00 55.10 58.00 58.90 61.10 56.20 59.90 56.80 64.00 42.00 53.70 57.90 60.90 41.90 53.30 42.40 56.30 54.10 60.50 43.80 58.20 40.00 55.70 38.90 55.00 39.50 54.60 42.50 53.30 59.60 61.40 58.50 60.20 53.50 57.00 56.20 61.10 41.60 53.20 41.40 52.30 41.70 53.00 54.60 62.50 56.20 67.00 62.80 68.50 61.80 63.30 54.90 57.40 41.20 52.60 56.60 58.40 Page 2/26 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 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60.70 47.30 53.40 61.90 72.10 40.40 53.00 52.90 56.50 57.90 62.10 61.30 63.00 50.10 54.00 43.80 52.00 52.20 59.70 57.80 65.60 54.70 60.10 67.90 78.50 63.40 65.40 39.10 51.30 53.60 58.50 60.60 61.70 57.10 59.40 36.40 50.20 38.90 51.40 38.10 51.00 35.80 51.00 52.60 55.30 60.60 64.00 42.60 51.90 61.70 64.30 61.80 66.70 39.90 51.60 37.00 51.60 37.70 52.20 63.10 74.10 51.20 55.50 53.60 56.80 51.70 55.80 Page 3/26 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/13/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 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71.30 75.40 84.10 67.90 77.30 66.50 70.40 65.00 71.60 68.30 72.80 62.10 65.60 59.80 63.90 66.60 71.80 68.40 71.60 63.20 66.70 65.20 69.00 62.60 69.00 64.60 71.20 62.10 70.10 64.40 71.60 65.80 69.70 70.70 79.10 65.30 68.70 60.80 70.80 66.60 75.10 65.30 72.10 69.10 71.80 69.90 75.20 61.10 66.10 66.50 68.90 64.20 66.70 61.30 67.80 65.00 67.50 66.60 68.10 65.30 69.00 69.20 71.60 65.10 71.40 64.40 70.20 66.80 76.40 62.00 67.10 76.30 87.40 63.90 66.40 71.30 80.90 65.80 75.20 66.50 73.70 67.40 80.40 65.00 74.70 64.20 75.30 56.60 61.10 45.60 52.30 63.10 66.20 64.50 70.20 64.70 75.30 64.50 68.80 66.40 71.60 68.70 71.40 62.50 63.70 59.50 62.70 56.00 65.50 62.90 71.80 70.70 82.70 65.10 68.70 65.90 71.60 Page 23/26 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 19:02:45 19:03:45 19:04:45 19:05:45 19:06:45 19:07:45 19:08:45 19:09:45 19:10:45 19:11:45 19:12:45 19:13:45 19:14:45 19:15:45 19:16:45 19:17:45 19:18:45 19:19:45 19:20:45 19:21:45 19:22:45 19:23:45 19:24:45 19:25:45 19:26:45 19:27:45 19:28:45 19:29:45 19:30:45 19:31:45 19:32:45 19:33:45 19:34:45 19:35:45 19:36:45 19:37:45 19:38:45 19:39:45 19:40:45 19:41:45 19:42:45 19:43:45 19:44:45 19:45:45 19:46:45 19:47:45 19:48:45 19:49:45 19:50:45 19:51:45 19:52:45 19:53:45 19:54:45 19:55:45 19:56:45 19:57:45 19:58:45 19:59:45 20:00:45 62.80 67.40 57.70 68.50 62.20 65.00 64.60 69.50 71.20 80.60 65.30 69.60 66.50 68.80 62.20 65.90 69.20 76.90 60.10 63.00 68.70 74.40 65.60 70.30 59.10 64.60 63.40 66.60 67.20 73.60 61.90 68.20 60.10 67.20 58.90 63.80 57.40 63.00 62.60 66.40 67.40 73.10 64.30 67.50 64.80 71.50 63.30 66.60 66.80 68.90 69.30 78.10 64.00 68.00 63.30 66.20 64.20 67.50 68.80 72.40 67.00 70.70 74.40 84.20 64.00 68.10 56.40 63.70 68.10 76.90 67.70 72.80 62.20 66.10 66.20 69.50 57.70 67.90 61.70 66.00 62.50 66.10 60.50 63.10 64.60 67.00 63.50 66.10 60.10 64.80 67.10 71.60 67.60 74.00 60.90 65.30 58.30 61.50 52.60 59.50 55.50 58.10 64.00 66.00 61.90 64.20 61.00 63.70 61.10 67.60 59.80 61.50 57.30 61.00 59.70 62.10 39.90 50.60 Page 24/26 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 20:01:45 20:02:45 20:03:45 20:04:45 20:05:45 20:06:45 20:07:45 20:08:45 20:09:45 20:10:45 20:11:45 20:12:45 20:13:45 20:14:45 20:15:45 20:16:45 20:17:45 20:18:45 20:19:45 20:20:45 20:21:45 20:22:45 20:23:45 20:24:45 20:25:45 20:26:45 20:27:45 20:28:45 20:29:45 20:30:45 20:31:45 20:32:45 20:33:45 20:34:45 20:35:45 20:36:45 20:37:45 20:38:45 20:39:45 20:40:45 20:41:45 20:42:45 20:43:45 20:44:45 20:45:45 20:46:45 20:47:45 20:48:45 20:49:45 20:50:45 20:51:45 20:52:45 20:53:45 20:54:45 20:55:45 20:56:45 20:57:45 20:58:45 20:59:45 61.10 63.60 62.50 65.00 41.60 50.90 62.50 65.00 59.70 62.00 61.80 64.20 66.90 74.80 67.10 80.40 74.00 86.00 58.00 70.90 58.80 63.20 55.10 61.10 64.70 67.60 68.00 71.80 66.20 68.60 58.90 65.20 62.10 66.80 59.30 64.40 44.30 60.60 63.40 66.60 62.80 68.30 66.00 72.70 59.90 66.80 60.00 67.60 61.90 69.10 62.60 64.80 64.10 67.20 63.50 70.10 61.80 71.00 54.20 65.50 62.40 73.10 65.40 69.30 53.60 68.00 59.30 70.20 64.40 69.30 64.60 70.50 59.70 63.00 66.90 71.20 68.70 81.20 61.00 65.40 63.80 70.80 62.10 66.50 54.70 61.10 43.30 59.90 43.40 58.20 53.00 60.90 58.40 64.60 62.00 66.50 58.50 61.90 62.90 67.00 56.50 61.80 57.10 66.60 56.90 61.90 60.90 64.70 63.80 68.80 50.80 60.50 65.50 71.70 61.80 67.10 59.30 65.40 Page 25/26 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 5/14/2021 21:00:45 21:01:45 21:02:45 21:03:45 21:04:45 21:05:45 21:06:45 21:07:45 21:08:45 21:09:45 21:10:45 21:11:45 21:12:45 21:13:45 21:14:45 21:15:45 21:16:45 21:17:45 21:18:45 21:19:45 21:20:45 21:21:45 21:22:45 21:23:45 21:24:45 21:25:45 21:26:45 21:27:45 21:28:45 21:29:45 21:30:45 21:31:45 21:32:45 21:33:45 21:34:45 21:35:45 21:36:45 21:37:45 21:38:45 21:39:45 21:40:45 21:41:45 21:42:45 21:43:45 64.60 73.40 62.40 64.90 56.00 65.70 44.10 60.20 56.70 64.80 66.70 69.80 69.30 79.40 60.50 63.80 47.20 57.80 55.90 60.00 60.10 63.30 64.00 68.30 67.60 74.40 56.40 65.00 55.10 63.60 61.00 65.90 45.70 59.70 58.60 64.40 59.30 62.00 44.20 55.00 65.10 67.50 62.20 64.60 55.90 60.30 56.40 62.50 57.80 64.60 60.90 63.90 57.40 63.30 57.20 61.60 64.70 68.20 60.30 64.80 57.70 62.60 45.90 61.70 57.40 64.20 44.20 60.00 60.60 69.00 58.10 65.00 58.10 65.40 60.10 66.00 66.60 75.30 61.90 73.60 55.80 66.50 61.20 71.10 60.80 65.20 71.20 75.30 Page 26/26 Appendix C Predicted Sound Calculations Page 1 at 5 TELESTO SOLUTIONSINCORPORATED r Job No: 300100-0o0-o1a Client: LRM Task: NoLse EvaLvatLovL Computed By:T. Ytc c es 0j/1O/21 Checked By: J. Mevtcovt,% Date: 95/27121 Calculation Documentation Problem Statement: Loveland Ready -Mix Concrete, Inc. (LRM) is in the process of permitting a new operation in Weld County Colorado. One requirement of the permitting process is to conduct a noise evaluation to determine potential impacts to the neighborhoods surrounding the proposed project . Part of the process in determining impact is predicting sound levels from overburden removal, mining, and hauling operations. Objectives: 1. Calculate the predicted sound level contours for excavation 2. Calculate the predicted sound level contours for the haul road 3. Calculate the predicted sound levels for overburden removal, mining, and hauling at points of concern, nearest neighboring residential and commercial lots Approach: UF dBAR = dBAs + a * log \DRJ S + 10 * log O0 / dBA is A -weighted sound level the R subscript represents the receptor the S subscript represents the source D represents distance a is the noise path scaling factor (WSDOT, 2015) For Point Sources: O 20 for hard surfaces (hard -packed soil, bedrock, water) O 25 for soft/loose surface (normal unpacked earth) For Line Source: O 10 for hard surfaces (hard -packed soil, bedrock, water) O 15 for soft/loose surface (normal unpacked earth) OF is the usage factor in r] d TELESTO S O L U T I O N S• I N C O R P O R A T E C] Job No: 3(o0100-0o&-o1a Client: LRM Page 2 5 Task: NoLse EvaLvatLovL Computed By:T. Ytc c es Date: 09/1&/21 Checked By: ). Mevtcovt,% Date: 09/27/21 Data and Assumptions: 1. Use LAvG ambient noise values measured by the sound level meters for comparison and to add to predicted sound levels 2. During mining and overburden removal the soil will be disturbed and have a higher capacity to absorb the sound over a distance. Thus, to estimate the sound generated by mining operations and overburden removal, we used a scaling factor of a = 25 for a soft surface. For the sound generated from road traffic a scaling factor of a = 10 for a line source was used in calculations. 3. To compensate for the back -and -forth movement of equipment, the predicted sound levels were calculated from the centroid of the activity/operation during each mining phase 4. Hauling sound levels are calculated assuming a line noise source on the haul road centerlines from the mine plane 5. Predicted sound level results apply a usage factor as shown in the table 6. The predicted sound levels for mining also assume surface operations for all equipment. Existing topographical effects are not considered and as mining progresses, the sound levels generated by mining operations will be further reduced as operations go deeper into the deposit 7. Calculated sound levels are added logrithmically 8. Equipment and operations sound levels: Operation Equipment Sound Quantity Usage Source of Data Level (%) ((IBA)Factor Overburden 98* 1 83.3 3 Referenced 1) Excavator Removal Mining & Operations Hauling Excavator 98* 1 83.33 Referenced(1) QTR Truck 62.4* 1 10 Referenced(2) I 390F L Hydraulic Excavator (Caterpillar, 2017) 2 Noise Evaluation Second Submittal - March 2018 LaPorte Operations (Loveland Ready -Mix and Telesto Solutions Inc., 2018) — Measured 50 ' from source * Sound Power Levels converted to sound pressure levels for modeling purposes Job No: 300100-0o0-o1a Client: LRM rage 3 ( .... ' S 0 Task: Noise EvaLvati,ov' vtc 0_9/1&/21 Computed By:T. c es SOLUTIONSINCORPORATED • Checked By: J. Mevtcovt% Ja;e: 09/27/21 Calculations 1. Excavation and Results: contours (overburden removal or mining): E q ui p ment Usa e g Factor % Ds (ft) Source (dBA) Level Dc (ft) a Level (dBA) at Dc 2.5 100.0 4.0 95.0 6.4 90.0 10.1 85.0 16.0 80.0 Excavator 83.33 25.4 25 75.0 3.3 98.0 40.2 70.0 63.8 65.0 101.1 60.0 160.2 55.0 253.9 50.0 402.5 45.0 2. Hauling contours: E quipEquipment q p Usa e g Factor % Ds (ft) Source (dBA) Level Dc (ft) a Level (dBA) at Dc 0.001 100.0 0.003 95.0 0.01 90.0 0.03 85.0 0.09 80.0 OTR Truck 10 0.28 10 75.0 50 62.4 0.87 70.0 2.75 65.0 8.70 60.0 27.50 55.0 86.98 50.0 275.05 45.0 .. Job No: 300100-0o&-o1a Client: LRM r aP,e 4 c .... ' Task: Noise EvaLvati,ovi vtc o_9/10/21 Computed By:Y. c es SOLUTIONSINCORPORATED • Checked By: J. Mevtcovt% Date: 09/27/21 Calculations 3. Excavation and Results: sound levels at compliance points (overburden removal or mining): Compliance Point Equipment Usage Factor % DS (ft) Source Level (dBA) Dc (ft) a Level at Dc (dBA) A Excavator 83.33 3.3 98.0 395.0 25 45.2 Ambient - - - - - 46.6 Total (deAsLM) 49.0 Compliance Point Equipment Usage Factor % Ds Source Level (dBA) Dc Dt� a Level at Dc (dBA) C Excavator 83.33 3.3 98.0 383.0 25 45.5 Ambient - - - - - 57.4 Tota I (dBAauM) 57.7 Compliance Point Equipment Usage Factor % Ds Source Level (dBA) Dc Dt) a Level at Dc (dBA) D Excavator 83.33 3.3 98.0 414.0 25 44.7 Ambient - - - - - 49.4 Total (dBAsuM) 50.7 Compliance Point Equipment Usage Factor % D ) Source Level (dBA) Dc Dt) a Level at Dc (dBA) E Excavator 83.33 3.3 98.0 344.0 25 46.7 Ambient - - - - - 41.7 Total (dBAsuM) 47.9 Compliance Point Equipment Usage Factor % D s Source Level (dBA) Dc Dt) a Level at Dc (dBA) F Excavator 83.33 3.3 98.0 372.0 25 45.9 Ambient - - - - - 41.7 Total (dBAsUM) 47.3 Compliance Point Equipment Usage Factor % Ds Source Level (dBA) Dc a Level at Dc (dBA) G Excavator 83.33 3.3 98.0 196.0 25 52.8 Ambient - - - - - 46.3 Total (deAsj,M) 53.7 Compliance Point Equipment Usage Factor % Ds Source Level (dBA) Dc Dt� a Level at Dc (dBA) H Excavator 83.33 3.3 98.0 333.0 25 47.1 Ambient - - - - - 46.6 Tota I (dBAs„M) 49.8 Job No: 300100-0o&-oia Client: LRM Page 5 5 S Task: Nose EvaLvatLovt T Date: 09/1&/21 Computed By:T. c c es S O L U T I O N S• I N C O R P O R A T E D Checked By: ). Mevtcovt,% Date: 09/27/21 Calculations 4. Mining and & Results: hauling sound levels at compliance points: Compliance Point Equipment Usage Factor °A° D Source Level (dBA) D C a Level at Dc (dBA) A Excavator 83.33 3.3 98.C 395.0 25 45.2 OTR Truck 10 50.C 62.4 217.00 1C 46. Ambient - - - - - 46.E Total (dBAs,) 50.8 Compliance Point Equipment Usage Factor % Ds (ft) Source Level (dBA) Do (ft) a Level at Dc (dBA) B Excavator 83.33 3.3 98.0 446.C 25 43. OTR Truck 10 50.C 62.4 30.0C 10 54. Ambient - - - - - 46. Total (dBAsJJJ,), 55.6 Compliance Point Equipment Usage Factor % DS (ft) Source Level (dBA) Dc (ft) a Level at Dc (dBA) C Excavator 83.33 3.3 98_q 383.0 29 45.1 OTR Truck 10 50.C 62.4 383.00 10 43.E Ambient - - - - - 57.4 Total (dBAsum) 57.8! Compliance Point Equipment Usage Factor % D' (ft) Source Level (dBA) Dc (ft) a Level at Dc (dBA) D Excavator 83.33 3.3 98.q 414.0 29 44.7 OTR Truck 10 50.C 62.4 414.0C 10 43.9 Ambient - - - - - 49.4 Total (dBAsum) 51.4 Compliance Point Equipment Usage Factor % Ds (ft) Source Level (dBA) Dc (ft) a Level at Dc (dBA) E Excavator 83.33 3.3 98.q 344.0 29 46.7 OTR Truck 10 50.0 62.4 344.00 10 44.0 Ambient - - - - - 41.7 Total (dBA$„J 49.4 Compliance Point Equipment Usage Factor % Ds (ft) Source Level (dBA) Dc (ft) a Level at Dc (dBA) F Excavator 83.33 3.3 98.0 372.C 25 45.E OTR Truck 10 50.C 62.4 372.0C 10 43.7 Ambient - - - - - 41.7 Total dBAsta) 48.8 Compliance Point Equipment Usage Factor % Ds (ft) Source Level (dBA) Dc (ft) a Level at Dc (dBA) G Excavator 83.33 3.3 98_q 196.0 29 52. OTR Truck 10 50.C 62.4 196.00 10 46. Ambient - - - - - 46.3 Total (dBAsu,) 54.4 Compliance Point Equipment Usage Factor % Ds (ft) Source Level (dBA) �� a Level at Dc (dBA) H Excavator 83.33 3.3 98.0 333.0 29 47.1 OTR Truck 10 50.C 62.4 333.00 10 44.2 Ambient - - - - - 46. Total (dBAsuM) 50.9 Compliance Point Equipment Usage Factor % DS (ft) Source Level (dBA) Dc (ft) a Level at Dc (dBA) I Excavator 83.33 3.3 98.C 0.C 25 0. OTR Truck 10 50.C 62.4 10.0C 1C 59.4{ Ambient - - - - - 73.7 Total (dBAsay) 73.9 4. Client: LRM TELESTO SOLUTIONSINCORPORATED Job No: 300100-0o0-o1a Task: NoLse EvaLvatLovv Computed By:T-. Ytc c es Page O c 0j/10/21 Checked By: J. Mevtcovt% Date: 09/27/21 Conclusion: The calculation set met its objectives by predicting sound levels for overburden removal, mining, and hauling at points of concern, nearest neighboring residential and commercial lots. Predicted sound levels will be within County standards in and along the property boundary. References: Drisco II, D. R, 2013. Occupational Safety and Health Administration (OSHA) Technical Manual (OTM). [Online] Available at: https://www.osha.gov/otm/section-3-health-hazards/chapter- 5#appendixb [Accessed 01 June 2021]. Appendix D Community Complaint Noise Monitoring Plan Sound Level Monitoring Data Sheet Community -Resident Complaint Form TELESTO SOLUTION S• I IwJ C' 0 2 P A T I; 750 14th Street SW Loveland, Colorado 80537 970-484-7704(p)/970-484-77890) TECHNICAL MEMORANDUM DATE: 6 October 2021 Telesto # 360100-006 TO: Stephanie Fancher-English, Loveland Ready -Mix Concrete FROM: Taryn Tigges, Telesto SUBJECT: Community Complaint Noise Monitoring Plan To determine if sound levels perceived at the complainant's property boundary are a result of LRM activities, LRM will take the following steps: 1. Respond immediately to verify noise levels 1. Document operational status at the time of complaint 2. Determine what equipment was operating at the time 3. Locate equipment in relation to complainant's property boundary 4. Examine all LRM noise sources 5. Examine potential for increased sound level from other sources — pre-existing traffic, construction, etc. 6. Document weather conditions 7. If investigation indicates that LRM noise sources are exceeding County standards, monitor sound levels at the property boundary with the residential receptor to verify effects of identified LRM noise sources 8. Document sound levels obtained 9. Document compliance/non-compliance 10. Evaluate type of mitigation needed for activity to become compliant, if noise levels are above county requirements 11. Report results, compliance/non-compliance, mitigation, if necessary, to County and to complainant. 12. Implement temporary mitigation if required The attached Community Complaint Form will document verification of sound levels associated with a community complaint. The attached Sound Level Monitoring Data Sheet will document monitoring and readings. r:\weldcounty\dunnpit Irm\products\baselinestudies\noise_study\final report\figures&appendices\20211006_communitycomplaintmonitoringplan.docx SOUND LEVEL MONITORING DATA SHEET Processing Activity Construction Community Complaint Project Number: Site Name: Observers: Test Date: Test Start Time: Test Finish Time: Test Location Description: Weather Conditions: Weather Station: Meter: Model/Manufacturer: Serial Number: Date of Last Laboratory Calibration: Pre -Calibration Time: Post -Calibration Time: Parameter Settings (threshold, exchange rate, criterion, upper limit): Microphone Height Distance from receptor: Ground Cover: Grass Concrete Other: Notes: Data File Name: COMMUNITY/RESIDENT COMPLAINT FORM Time: Date: Location of Complaint: Weather Conditions: Weather Station: Operational status at location: Equipment operating/running at location: Distance from equipment/operation to property boundary: Possible outside contributing factor(s): Sound level obtained at location*: In Compliance Out of Compliance Recommended Next Steps: *Attach recorded data log, monitoring data sheet and calculations Substitute Water Supply Plan Request Loveland Ready -Mix Concrete Inc.'s Dunn Pit, Water Division 1, Water District 4 Version 2 Prepared for Loveland Ready -Mix Concrete Inc. PO Box 299 Loveland, Colorado 80539 Prepared by Telesto Solutions Inc. 750 14t" St SW Loveland, Co. 80537 February 2022 FLESTO SOLUTIONSSINCORPORATED Signature Page Substitute Water Supply Plan Request Loveland Ready -Mix Concrete Inc.'s Dunn Pit, Water Division 1, Water District 4 Version 2 February 2022 wELESTD S O L U T I O N S• I N C O R P O R A T E D Report Authors and Contributors Telesto Solutions, Inc. Taryn M. Tigges, PE — Primary Author Walter L. Niccoli, PE — Report Review Contributors: Dale A. Leach Mark Birch Loveland Ready -Mix Concrete, Inc 1 20220210_dunn_swsp_vcr2 February 2022 TELESTO Table of Contents 1.0 INTRODUCTION 1 1 1 Project Description 1 12 Objectives 2 1 3 Water Usage and Consumption 2 1 4 Plan for Replacing Out -of -Priority Depletions 2 2.0 SITE WATER BALANCE 3 2 1 Dewatering ri n g 3 2 2 Consumptive Use 3 3.0 LAGGED DEPLETIONS 4 4.0 REPLACEMENT SOURCES 4 5.0 OPERATION PLAN 5 6.0 OPINION OF NON -INJURY 5 7.0 REFERENCES 6 List of Tables Table 1 Table 2 Table 3 Table 4 Table 5 Figure 1 Figure 2 Figure 3 Figure 4 Figure 5 Appendix A Aggregate Mined vs. Exposed Water — First 5 Acres of Mining Estimated Consumptive Use Over the Requested SWSP Period Unit Discharge Function — First 5 Acres of Mining Estimated Lagged Depletions to the Big Thompson River Monthly Site -Water Balance Tracking Form List of Figures Site Location Mine Plan Ultimate Mine Plan 5 AC Lagged Depletions/Required Replacements Approximate Location of Depletion and Replacement List of Appendices City of Loveland and Loveland -Ready Mix Water Rental Agreement Loveland Ready -Mix Concrete, Inc 20220210_dunn_swsp_vcr2 February 2022 TELESTO 1.0 INTRODUCTION 1.1 Project Description Loveland Ready -Mix Concrete Inc.'s (LRM's) proposed Dunn Pit aggregate mine is in the NEVit of Section 3, Township 4 North, Range 67 West and the SEA of Section 34, Township 5 North, Range 67 West of the 6th P.M., Weld County, Colorado, as shown in Figure 1. LRM is developing formal mining plans for the Dunn Pit site to extract aggregate resources for use in its concrete-batching operations. LRM plans the following activities related to the proposed Dunn Pit site: • Mine the aggregate materials "wet" (i.e., no dewatering) • Stockpile mined material adjacent to the active mining area • Load drained materials into trucks and haul aggregate material to LRM's Johnstown Ready -Mix concrete -batch plant located at the corner of Weld County Road (WCR) 54 and WCR 13 • Process (i.e., screen, segregate, and crush) the aggregate materials at Johnstown Ready -Mix for use in their mixing of concrete for sale in Northern Colorado. Johnstown Ready -Mix is a fully permitted, industrial zoned operation • Mine 200,000 tons of aggregate per year LRM is completing the mining permitting with Colorado Division of Reclamation, Mining, and Safety (DBMS), and moving towards a use by special review (USR) permit with Weld County. Thus, LRM anticipates having permits and infrastructure in place to start mining sometime in 2023. Therefore, the period upon which we base this request for a Substitute Water Supply Plan (SWSP) begins in January of 2023 and extends through December 2023. 1.2 Mining Plan Because LRM plans to mine the pits wet, the sequencing of mining becomes important when accounting for evaporative loss. Figure 2 and Figure 3 show the mining sequence. LRM will mine in roughly 5 -acre increments. The Dunn Pit Groundwater Baseline report (Telesto, 2022) shows that pre -mining water levels (from May 2021) range from approximately 4747 ft on the northwest end of the site to approximately 4734 ft on the Loveland Ready -Mix Concrete, Inc. 1 20220210 dun n_swsp ver2 February 2022 TELESTQ southeast end. During this time, water levels were measured at approximately 7 to 11 feet below ground surface. Average topsoil thickness was measured at approximately 6 inches. LRM will prepare for mining by first removing vegetation and topsoil. Next, LRM will mine the exposed aggregate down to the water table in lifts across the active 5 -acre mining increment. After this point, the water table will begin to be exposed. Table 1 shows exposed water as a function of aggregate removal for the first 5 acres of mining (southeast corner of Cell 1). 1.3 Objectives The purpose of this document is to: 1. Document the consumptive use of groundwater estimating process 2. Predict the net depletions to the Big Thompson River (River) 3. Describe the SWSP to offset the River's net depletions 1.4 Water Usage and Consumption LRM will begin its Dunn Pit by excavating the southeast corner of Cell 1, segregating topsoil, and stockpiling materials for transportation to Johnstown Ready -Mix. Consumptive use from the operations will include: 1. Pit evaporation 2. Dust suppression 3. Aggregate entrainment 4. First Fill water 5. Reclamation vegetation establishment 1.5 Plan for Replacing Out -of -Priority Depletions Alluvial groundwater is the planned water supply for the Dunn Pit site. Consumptively used groundwater will cause lagged depletions to River. The City of Loveland (City) agreed to replace the depletions as documented in the attached agreement (Appendix A). The City will supply the water directly to the River from the City's wastewater treatment facilities. Loveland Ready -Mix Concrete, Inc. 2 20220210 dun n_swsp ver2 February 2022 TELESTQ 2.0 SITE WATER BALANCE LRM will use "wet mining" techniques and no groundwater pumping is required. Water from the mined gravel will drain and return to the groundwater via the pit. 2.1 Dewatering No dewatering is anticipated in the mining operation because of the wet mining technique being used. 2.2 Consumptive Use Following the Colorado Department of Water Resources' (CDWR's) "General Guidelines for Substitute Water Supply Plans for Sand and Gravel Pits" (CDWR., 2011), we estimate gross evaporation rates from the pit area using the NOAA Technical Report NWS 33 (NOAA, 1982), the maximum evaporation area from the mine plan, and the monthly distributions as described in the guidelines. The CDWR guidelines allow credit of historically consumed precipitation as calculated over the open water body associated with gravel production. We also estimate evaporative losses from water used for dust suppression by using the monthly distributions (CDWR, 2011) and estimated evaporative areas. LRM is assuming the same annual amount of dust suppression water as their Johnstown Plant or 1.41 acre- feet per year per acre. Water consumption by the mining operation also includes reclamation irrigation, water removed with the mined product, and first fill. Together, the estimated consumptive losses make up the anticipated depletions from LRM's Dunn Pit. Table 2 describes calculations quantifying the depletions and provides a total for each month. In summary for the first year of operations, consumptive use includes the following categories: • Pit Lake evaporation, based on monthly evaporation distributions • Water utilized for dust control, based on monthly evaporation distributions Loveland Ready -Mix Concrete, Inc. 3 20220210 dun n_swsp ver2 February 2022 TELESTQ • Water retained in the mined product, based on an estimated aggregate production rate of 200,000 tons per and 4% (by weight) water retained in the mined product • "First Fill" water that occupies the volume previously occupied by the removed aggregate • The estimated requirement for vegetation establishment, based on monthly evaporation distributions The future mining at LRM's Dunn Pit is a prediction only. LRM requests that monthly mining numbers may exceed the monthly estimates, so long as LRM does not exceed the total amount of depletions, and they replace the actual monthly lagged depletion (Section 3). Actual monthly mining numbers will be reported using the accounting form shown in Table 5. 3.0 LAGGED DEPLETIONS Telesto utilized the Glover solution as programmed into the Alluvial Water Accounting System [AWAS, (IDS, 2016)] to develop a monthly unit discharge function (UDF) for evaporation for the first 0-5 acres of mining. We used Geographical Information System (GIS) data downloaded from the South Platte Colorado Decision Support System to set the boundary conditions for the Glover solution (CDWR, 2021). We chose the alluvial aquifer boundary option as the closest representation to the physical setting of the site. Input to AWAS included: • Transmissivity-14,939 gal/day/ft • Storage Coefficient -0.20 • Distance to River from the Phase 1 boundary -150 feet • Distance to the parallel no -flow boundary from the Phase I pumping center —760 feet Table 3 displays the resulting UDF. Table 4 documents the use of the UDF to estimate the total lagged depletions to the River. 4.0 REPLACEMENT SOURCES As described in the introduction, the City will supply replacement water via wastewater treatment plant. The water from the treatment plant is adjudicated for augmentation Loveland Ready -Mix Concrete, Inc. 4 20220210 dun n_swsp ver2 February 2022 TELESTQ purposes. We understand that Colorado Department of Water Resources requires an additional 0.25% of release per river mile, up to the headgate of the Big Thompson & Platte River Ditch, to cover transit losses in this section of the river. It is our understanding that there is no transit loss on the Big Thompson River between the headgate of the Big Thompson & Platte Ditch headgate and the confluence with the South Platte River (J. Lever, personal communication, January 25, 2022). 5.0 OPERATION PLAN LRM proposes to mine the Dunn Pit site using the wet mining technique and will restrict the active mining operation to five acres. When the first five -acre pit is completed, LRM will reclaim it, and continue to the next five -acre pit. LRM will calculate the monthly net depletion or accretion to the site ponds and apply the lagging equations to track the required replacement to the River in the subsequent months. LRM will keep a running total of the required replacement and the actual replacement source and quantity. Table 5 is a draft form that LRM proposes to use for calculating and tracking site depletions. They will update Table 4 as they collect actual data to calculate the lagged depletions and required River replacements. 6.0 OPINION OF NON -INJURY We have developed this plan to account for and replace depletions to the River that could be caused by LRM's future Dunn Pit. LRM will operate this SWSP through an agreement with the City to deliver wet water near or upstream of the point of depletion on the River above any senior water right ensuring no injury to those rights. Loveland Ready -Mix Concrete, Inc. 5 20220210 dun n_swsp ver2 February 2022 TELESTQ 7.0 REFERENCES CDWR, 2011. General Guidelines for Sustitute Water Supply Plans for Sand and Gravel Pits, Denver, Colorado: Colorado Division of Water Resources. April 1, 2011. CDWR, 2021. Colorado Decision Support Systems, Colorado Water Conservation Board — Colorado Division of Water Resources. [Online] Available at: http://cdss.state.co.us/ [Accessed 06 June 2021]. IDS, 2016. Integrated Decision Support Group. [Online] Available at: www.ids.colostate.edu [Accessed 2 May 2016]. NOAA, 1982. NOAA Technical Report NWS 33: Evaporation Atlas for the Contiguous 48 States, Washington, D.C. : National Oceanic and Atmospheric Administration, June 1982. NOAA, 2021. Climate Data Online. [Online] Available at: https://www.ncdc.noaa.gov/cdo-web/ [Accessed 7 June 2021]. Telesto, 2022. Dunn Pit Groundwater Baseline, Loveland CO.: Telesto Solutions Inc. January 2022. Loveland Ready -Mix Concrete, Inc. 6 20220210 dun n_swsp ver2 February 2022 TELESTQ Tables Table 1 A re ate Mined vs. Exposed Water Month Total Aggregate Removed (Tons) Area of Exposed Water (Acres) 1 15,513 0.00 2 32,262 0.00 3 49,011 0.12 4 65,759 0.53 5 82,508 0.93 6 99,256 1.33 7 116,005 1.74 8 132,754 2.14 9 149,502 2.55 10 166,251 2.95 11 182,999 3.35 12 199,748 3.76 13 216,497 4.16 14 233,245 4.57 15 249,994 4.97 16 251,232 5.00 First 5 Acres of Mining Table 2 Estimated Consumptive Use Over the Requested SWSP Period Inputs Effective Precip Percent [B] 0.7 Water Entrained in Aggregate (% wt) [C] 4% Yearly Surface Evap (in) [D] 42.5 Dust Control (gal/yr) [E] 460,000 Reclamation Vegetation Establishment (AF/yr) [F] 2.5 Calculations End Month of Exposed Water Areas (acres) [A] Evaporation Distribution Monthly Evap Lake [H] (in) Average Precip [I] (in) Projected Control Loss Dust [J] (AF) Evaporative Projected Loss Pit [K] Lake (AF) [L] Below Aggregate ProjectedAggregate Mined WaterTable (ton)Water [M] Entrained Below Water - • ' in , All -r by First [N] Fill Reclamation Vegetation Establishment- • Tot. • [G] Table Jan -23 0.00 3.0% 1.28 0.36 0.04 0.00 - 0.00 0.00 • •: 0.12 Feb -23 0.00 3.5% 1.49 0.34 0.05 0.00 - 0.00 0.00 • •' 0.14 Mar -23 0.12 5.5% 2.34 0.92 0.08 0.02 5,057 • • : • Apr- 23 0.53 9.0% 3.83 1.59 0.13 0.12 16, 749 • • • 5.66 May -23 0.93 12.0% 5.10 2.45 0.17 0.26 16,749 0.49 A • • • 5.92 Jun -23 1.33 14.5% 6.16 1.78 0.20 0.55 16,749 0.49 A • • • • • Jul -23 1.74 15.0% • : 1.37 0.21 0.78 16,749 • A • A • 0.38 Aug -23 2.14 13.5% 5.74 1.20 0.19 0.87 16,749 • A • A • • A • • Sep -23 2.55 10.0% A L04 0.14 0.75 16,749 • 4 ' A • 0.25 6.33 Oct -23 2.95 7.0% 2.98 0.95 0.10 0.57 16,749 • 4' A • • : • • Nov -23 3.35 4.0% 1.70 0.64 0.06 0.35 16,749 • A • A • • • 5.70 Dec -23 3.76 3.0% 1.28 0.44 0.04 0.30 16,749 • 4' A • • •: 5.61 Sub Total 42.50 13.07 1.41 4.57 155,794 4.59 43.70 2.50 Total for Consumed (AF) 56.77 Notes [A] - Maximum area for phase from planned foot print, starting at month water table is exposed [B] - from DWR guidelines [C] - from DWR guidelines for mined aggregate [D] - NOAA Technical Report 33 [E] - Based on annual usage at LRM's Johnstown Plant and assuming 1 acre of access roads and working area [G] - DWR guidelines [H]=[D]x[G] [I] the - time NOAA - Based period 1950-2021 upon the average of precipitation data at the Windsor, CO (ID#9147) and Greeley UNC, CO (ID#3553) NOAA weather stations for [J] = [E] / 7.481/43560 x [G] [K] = (([H] -[I] x [B}) x [A])/12 [L] - from Mine Plan, based on estimated aggregate production rate of 200,000 tons per year [M] = [L] x [C] x 2000 / 62.4/43560 [N] ] =[K] x 27x (1- 0.276) / 1.6/43560 [O] _ [F] x [G] [P] _ [J] + [K] + [M] + [N] + [O] Table 3 Unit Discharge Function — First 5 Acres of Mining Month Percent of First Month's Flow Cumulative Percentage 1 a 4 74.64 74.64 2 18.84 93.47 3 4.79 98.26 4 1.26 99.52 5 0.35 99.87 6 0.09 99.96 7 0.03 99.99 8 0.01 100.00 9 0 100.00 10 0 _ 100.00 11 _ 0 100.00 12 0 100.00 Table 4 Estimated Lagged Depletions to the Big Thompson River Total Site Jan -2023 C0Ci, o Mar -2023 Apr -2023 N O >,c N p M N `.' CO N O 6)Cil CO N O CO N p Nov -2023 CO N O 0 ill it o End Depletions 2 -, -, O 0 of u_ ¢ co Month (AF) [B] UDF [A] Jan -23 0.12 74.64 18.84 4.79 1.26 0.35 0.09 0.03 0.01 0.00 0.00 0.00 0.00 Feb -23 0.14 74.64 18.84 4.79 1.26 0.35 0.09 0.03 0.01 0.00 0.00 0.00 Mar -23 1.80 74.64 18.84 4.79 1.26 0.35 0.09 0.03 0.01 0.00 0.00 Apr -23 5.66 74.64 18.84 4.79 1.26 0.35 0.09 0.03 0.01 0.00 May -23 5.92 74.64 18.84 4.79 1.26 0.35 0.09 0.03 0.01 Jun -23 6.30 74.64 18.84 4.79 1.26 0.35 0.09 0.03 Jul -23 6.56 74.64 18.84 4.79 1.26 0.35 0.09 Aug -23 6.59 74.64 18.84 4.79 1.26 0.35 Sep -23 6.33 74.64 18.84 4.79 1.26 Oct -23 6.03 74.64 18.84 4.79 Nov -23 5.70 74.64 18.84 Dee -23 5.61 74.64 Depletions at River [C] 0.09 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 - - - 0.10 0.03 0.01 0.00 0.00 0.00 0.00 0.00 0.00 - - 1.34 0.34 0.09 0.02 0.01 0.00 0.00 0.00 0.00 - 4.23 1.07 0.27 0.07 0.02 0.01 0.00 0.00 0.00 4.42 1.12 0.28 0.07 0.02 0.01 0.00 0.00 4.71 1.19 0.30 0.08 0.02 0.01 0.00 4.90 1.24 0.31 0.08 0.02 0.01 4.92 1.24 0.32 0.08 0.02 4.72 1.19 0.30 0.08 4.50 1.14 0.29 4.25 1.07 4.19 0.09 0.12 1.37 4.57 5.58 6.12 6.45 6.56 6.39 6.12 5.81 5.66 Obligation to River [D] 0.09 0.02 0.01 0.00 0.00 0.00 0.00 0.00 0.00 - - - 0.10 0.03 0.01 0.00 0.00 0.00 0.00 0.00 0.00 - - 1.34 0.34 0.09 0.02 0.01 0.00 0.00 0.00 0.00 - 4.23 1.07 0.27 0.07 0.02 0.01 0.00 0.00 0.00 4.42 1.12 0.28 0.07 0.02 0.01 0.00 0.00 4.71 1.19 0.30 0.08 0.02 0.01 0.00 4.90 1.24 0.31 0.08 0.02 0.01 4.92 1.24 0.32 0.08 0.02 4.72 1.19 0.30 0.08 4.50 1.14 0.29 4.25 1.07 4.19 Obligation (AF)[H] 0.09 0.12 1.37 4.57 5.58 6.12 6.45 6.56 6.39 6.12 5.81 5.66 [A] From Glover Solution Using AWAS, T=14939 gal/day/ft; S=0.2, X=150 ft; W=760 ft; Alluvial option [B] From monthly reporting sheet [C] [B] x [A] in matrix form [D] Matrix [C] - Recharge Table 5 Monthly Site -Water Balance Tracking Form Month and Year: Mar -23 Item No. Description Value Units Evaporation 1 a Net Pit Lake Surface Area Requiring Augmentation 0.12 acre 1 b Lake Evaporation from NOAA Technical Report 33 2.34 in lc Precipitation 0.92 in 1 d 0.65 in Net Effective Precipitation 1c) (0.7 x le Total Monthly Evaporation (la x 1 b -1 a x 1d) / 12 0.02 acre -ft Mining Losses 2a tons Mined Aggregate Below Water Table 5,057 2b Mined Aggregate Moisture Content 4.00 % 2c 0.15 acre -ft Water Removed - Aggregate (2a x 2b x 0.0007358) 2d 0.15 acre -ft Total Production Water Used (2c) Dust Control 3a Dust Control 25,300 gal 3b Dust Control Consumed (3a/ 325851) 0.08 acre -ft First Fill 4a 1.96 acre -ft New Mined Aggregate Below Water Table (2a x 27 / 43560 / 1.6) 4b 1.42 acre -ft Water Replacement from River (27.6% Porosity) 4c 1.42 acre -ft Total First Fill (4b) Additional Uses 5a Vegetation Establishment 0.14 acre -ft 5b 0.14 acre -ft Total Water Used (5a) Replacement Water Requirement 6a 1.80 acre -ft Monthly Water Depletions (1e + 2d + 3b + 4c + 5b) 6b acre -ft Total Lagged Depletions 1.37 6c 31 days Number of Days out of Priority (From Water Commissioner) 6d Number of Days in Month 31 days 6e 1.00 - Fraction of time out of priority (6c / 6d) 6f Out of Priority Depletions 6b x 6e 1.37 acre -ft 6g Transit Loss (to be determined by the Water Commissioner) - acre -ft 6h 1.37 acre -ft Total Replacement Requirement Notes: Shadded areas indicate values to be input each month [1a] Dunn Pit exposed surface area to be confimed and entered monthly in evaporation table (Accounting Form A) [2a] Mined aggregate is based upon LRM records [2b] Material mined below water table has 4% moisture content, byweight [3a] Dust suppression used in based upon LRM records [4a] Aggregate dry bull< density 1.6 tons/cubic yard [6b] parameters Lagged depletions (steady are state conditions): based upon Unit Discharge Functins (UDFs) developed using the IDS AWAS program and the following Transmissivity: 14939 gpd/ft Specific Yield: 0.2 Aquifer Width: 760 ft Distance from center of pit to river: 150 ft Figures 3170000 I Pson and Platte Ditch County Road 48 1/? I 3170000 3175000 I Mad Russian Golf Course T: 005N R: 067W NT: 004N R: 067W •-ararl r #y -. a ela�lt? ■f ■ Thompson and Platte Ditch I 3175000 Hillsboro Milliken Thompson Rive 11000 SCALE IN FEET ` ACTIVE MINE CELL 0-5 AC ACCESS ROAD 0-5 AC NOTE(S) Coordinate System: NAD 1983 StatePlane Colorado North FIPS 0501 Feet FIGURE 1 SITE LOCATION P.O. BOX 299,LOVELANREADY ECO 80539 PREPARED BY: TELESTO SOLUTIONS• LUT I O N S• I N C CQ R P O R A T E D Loveland, Colorado (970) 484-7704 www.teleso-inc.com 4:0® a) rn co ?. m N m r w 2 J z d -J a w z z CO c c G r LEGEND C.) 0 v :30:08 PM R N 0 UI N EXISTING CONTOURS PROPOSED CONTOURS PROPERTY LINE EXISTING RIVER OHWM EXISTING GRAVEL ROAD EXISTING EASEMENT C1 15-20 AC C1 20-25 AC C2 60-65 AC C3/C2 55-60 AC: EXISTING RIGHT-OF-WAY EXISTING GAS LINE EXISTING OVERHEAD WIRE EXISTING WATER LINE EXISTING TELEPHONE EXISTING FENCE LINE EXISTING COMM. LINE C1 30-35 AC C1 /C3 35-40 AC C3 70-75.9 ACS C3/C2 55-60 AC C3 50-55 AC 01/C3 35-40 AC ACTIVE MINING CELL O1 O1 INCREM ENTAL M INmAREA (AC) 0-5 5-10 TOTAL M INED AREA (AC) INCREUI ENTAL OVD BURDEN VOLUME (YD1) 772 13,017 INCREMENTAL GRAVEL VOLUVI E (YD3) 157,020 130,178 INCREM ENTAL GRAV E_ IN ' GHT (TONS) 251,232 208,284 CUM ULATIV E GRAVEL WIGHT (TONS) 251,232 459,516 PRODUCTION YEARS AT END OF INCREVI ENT 1.26 2.30 5.0 10.0 O1 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 C1 20-25 25.0 4,153 25-30 30.0 5,594 206,724 209,830 330,759 335,728 1,352,141 1,687,868 6.76 8.44 Cl Cl 30-35 35.0 7,956 224,53! 359,259 2,047,127 10.24 C1/C3 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 C31O2 55-60 60.0 3,727 189,131 302,610 3,537,226 17.69 C2 60-65 65.0 313 181,780 290,849 3,828,074 19.14 C2 65-70 70.0 1,079 208,974 334,358 4,162,432 20.81 G3 70-75.9 75.9 7,594 239,323 382,916 4,545,348 22.73 SCALE IN FEET COORDINATE SYSTEM NAD 83 COLORADO STATE PLANE, NORTH ZONE, US FOOT FIGURE 2 MINE PLAN - ULTIMATE PROJECT: 360100 PREPARED BY: TASK: 006 DATE: 2/14/2022 DRWN BY: TT TELESTQ S O L U T I O N S •INCORPORATE D PREPARED FOR: LOVELAND READYMIX CONCRETE m C) 1— C m a N C -G x W U Q Li z C E w z a_ Co U G G co nPit LRM\Calc 022 1:13:45 PM P U, C LEGEND W CR 481/2 - BRIDG W CR 48 1/2 4760 4750 4740 4730 - 4720 4710 STRIP TOPSOIL 0-5 AC INCREMENTAL MINED AREA PROFILE REMOVE AGGREGATE ABOVE WATER TABLE 4700 4700 4700 EXISTING CONTOURS PROPOSED CONTOURS PRE -MINING GROUNDWATER CONTOURS PROPERTY LINE EXISTING RIVER OHWM 0 400 SCALE IN FEET COORDINATE SYSTEM NAD83 COLORADO STATE PLANE, NORTH ZONE, US FOOT REMOVE AGGREGATE BELOW WATER TABLE FROM SOUTHEAST TO NORTHWEST 8+00 7+00 8+00 8+40 STATION (FT.) 4770 4760 4750 4740 4730 4720 4710 FIGURE 3 MINE PLAN - 5 AC PROJECT: 360100 TASK: 006 PREPARED BY: DATE: 2/14/2022 DRWN BY: TT TELESTO SOLUTIONS •INCORPORATE D arPm�nt nntx L- V n c n _ SWSP ESTIMATED REQUIREMENT MONTHLY REPLACEMENT (AF} 8.00 7.00 6.00 5.00 4.00 3.00 2.00 1.00 a • i c ••. ee 0.00 Jan -23 laaa ItZb tea Mar -23 May -23 Jun -23 Aug -23 Oct -23 Nov -23 Replacement Water Required —0— Cumulative Replacement Water Required 70.00 60.00 50.00 U- H z w 40.00 w V LL w cc w 30.00 1 2 U 20.00 10.00 0.00 4- C PROJECT: 360100 TASK Ole PRFPARF!) RY• TELESTO PREPARED FOR: FIGURE 4 LAGGED DEPLETIONS / REQUIRED REPLACEMENTS AEADYMIJ( LOVELAND CONCRETE SOLUTIONSa INCOK FORA I L L) 3140000 3160000 3120000 3130000 3150000 3170000 3180000 0 C C C C 111 0 0 0 0 0 cv) 0 0 0 0 0 ch a CU 0 0 0 0 CCS C) 4 c z U 74TH ST SE Lai orne Supply Ditch Baud Lake E 14TH ST E EISENHOWER BLVD Twin Mounds CO RD 46 Johnstown CO RD 18. J L CO RD .44 CO RC) 42 CO PD 52. Milliken C SCALE IN MILES LEGEND O L. NOTE(S) HEADGATE POINT OF DEPLETION APPROXIMATE LOCATION OF REPLACEMENT PROPERTY BOUNDARY Coordinate System: NAD 1983 StatePlane Colorado North Fl PS 0501 Feet FIGURE 5 APPROXIMATE LOCATION OF DEPLETION AND REPLACEMENT P.O. BOX 299,OLOVELANREADY , 539 CO,i PREPARED BY.. TELESTO SOLUTIONS'INCORPORATED Loveland, Colorado (970) 484-7704 www.teleso-inc.com 3120000 3130000 3140000 3150000 3160000 3170000 3180000 Appendix A City of Loveland and LRM Water Rental Agreement LEASE OF FULLY CONSUMABLE WATER THIS LEASE is made and entered into this , day of , 1998, by and between the City of Loveland, . Colorado, a Colorado home rule municipality ("City") , whose address is 500 East Third Street, Loveland/ Colorado 80537, and Loveland Ready Mix, a Colorado corporation ("Lessee") , whose address is 1811 West 12" Street,. Loveland, Colorado 80537. WHEREAS/ the City owns certain water which, pursuant to the water laws of the state of Colorado, may he used, re -used and successively used to extinction (the "Fully Consumable Watery"); and WHEREAS, the Lessee wishes to lease from the City the right to use a portion of the City's Fully Consumable Water; and WHEREAS, the City is willing to lease to Lessee a portion of its Fully Consumable Water pursuant to certain terms and conditions as set forth in this Lease, NOW, THEREFORE, in consideration of the mutual promises and covenants contained herein and other good and valuable consideration, the receipt of which is hereby acknowledged, the parties agree as follows: 1. The City hereby leases to the Lessee the right to receive two hundred acre feet of the City's Fully Consumable Water, as defined in paragraph 4 of this Lease, on an annual basis. This Lease shall be for a term of twenty-five (25) years, f ending onac.3(12.07-2-1However, Lessee shall have the option to renew this Lease for successive terms of twenty-five years, which option shall terminate only if Lessee is in default of its payment obligations under paragraphs 6 or 7 of this Lease or if Lessee elects not to exercise its option to renew by giving notice to the City pursuant to paragraph 13 of this Lease not. later than three (3) months prior to the end of any twenty-five (25) year term. In the event Lessee is not in default of its payment obligations and elects to renew the Lease for any successive twenty-five year period, Lessee shall not be required to pay any additional amounts under this Lease for the right to receive its allotted amount of the City's Fully Consumable Water as set forth above. 2. The two hundred acre feet of Fully Consumable Water which the Lessee shall be entitled to receive annually is hereinafter referred to as the "Leased Water." The parties recognize that, simultaneously with the execution of this Lease, the City has leased the right to receive one hundred acre feet of its Fully Consumable Water to Coulson Excavating Company and that the City may, in the future, lease additional portions of i t s Fully Consumable Water to persons other than Lessee. The Lessee's right to receive two hundred acre feet of the City's Fully Consumable Water pursuant to this Lease shall be equal to the right of Coulson Excavating Company to receive its one hundred acre feet of Fully Consumable Water such that in the event less than three hundred acre feet of Fully Consumable Water is available in any year, Lessee and Coulson Excavating Company shall each be entitled to receive a proportionate share of the available Fully Consumable Water. The right of Lessee to receive two hundred acre feet of the City's Fully Consumable Water under this Lease shall be deemed to be a first right relative to all others, such that in the event the available Fully Consumable - Water in any year is in excess of three hundred acre feet but is not sufficient to meet the needs of all persons holding leases of Fully Consumable Water, Lessee shall receive up to its entire two hundred acre feet allotment from the first three hundred acre feet of Fully Consumable Water available. 3. In consideration of the right to receive the Leased Water, Lessee shall, upon execution of this Lease, pay City the sum of Four Hundred Forty Thousand and 00/100 ( 440,000.00) Dollars in certified funds. By entering into this Lease with the Lessee, the City is and shall be under no obligation to file an application for a change of water rights or for a plan of augmentation concerning the use of the Leased Water by the Lessee. The City shall not be responsible for the implementation of any temporary substitute supply plan or augmentation plan concerning the use of the Leased Water. The cost and expense of any such proceeding shall be that of the Lessee. The City agrees to furnish sufficient Leased Water so that, subject to the provisions of this Agreement, the net usable first use or subsequent use water obtained by the Lessee shall be 200 acre feet. The City shall not be obligated to deliver Leased Water to Lessee unless Lessee shall have first provided written notice to the City that Leased Water will be required in a given year by April 1 of the preceding year. The City shall deliver the Leased Water under this Lease in a total annual quantity as specified by the Lessee and at specific monthly delivery times and in specific monthly quantities according to the evaporation table, attached hereto as Exhibit A, or as otherwise agreed by the City and the Lessee in writing. In no event shall the monthly deliveries exceed the monthly amounts shown on Exhibit A unless hereafter agreed in writing by the City and the Lessee. The Lessee shall not hate the right to carryover from month to month or from year to year any Leased Water which was deliverable, but not requested for delivery, in a prior time period. If the maximum allowable delivery under this Lease is not requested by Lessee in any month, the right of Lessee to call for the delivery of such water shall lapse and all such water shall remain the sole property of the City. . In'supplying the Leased Water pursuant to this Lease, the City may use any water, including, but not limited to the following sources of water which may be used to extinction (the "Fully Consumable Water"): a. Native water from the Big Thompson River basin which, when stored within the City's reservoir system, may be totally consumed pursuant to the terms and conditions of the Decree for Change of Water Rights for the City of Loveland, dated June 18, 1985, Case No. 82-CW-202A, Water Court Division One, State of Colorado or subsequent actions; and .J b. Water under an Allotment Contract with the Municipal Sub -District of the Northern Colorado Water Conservancy District (the "Northern District") , commonly known as Windy Gap Water; and c. Any water subsequently acquired by the City and determined by Water Court Decree to be totally consumable. S. The City shall have the right to deliver the Leased Water to Lessee from any of the sources of Fully Consumable Water, at the City's sole discretion, and shall have the right to determine if any or all of the Leased Water shall be first use water or subsequent use water. The City shall never be required to deliver first use water, even if it is the only Fully Consumable Water available to meet the terms of this Lease. In the event the only water available to the City to meet the terms of this Lease is first use Windy Gap Water and the City is willing to deliver such first Use water, the City shall notify the Lessee prior to delivering such water and the Lessee shall have the option to accept the first use Windy Gap Water and pay the costs of delivering such water pursuant to the terms of paragraph 6 of this Lease. In the event the Lessee refuses to accept the delivery of the first use Windy Gap Water/ the City shall be deemed to have met its obligations under this Lease, until such time as a source of Fully Consumable Water, other than first use Windy Gap Water, becomes available. In the event the City is reasonably able to but fails to exercise its rights under Case No. 82CW202A sufficient to meet the demands under this Agreement, (unless the exercise of such rights would impair the City's ability to meet the normal domestic needs of the City), and the only water available to the City to meet the terms of this Lease is first use Windy Gap Water, the Lessee shall not be required to pay the delivery charges provided in paragraphs 5 or 6 for the delivery of such first use Windy Gap Water. 6. In the event the Lessee agrees to accept the delivery of first use water from the City's allotment of Windy Gap Water, Lessee shall pay to the City, the, total costs of all pumping and conveyance charges, plus any assessments and fees for administrative, operating, maintenance and any other fees or costs charged by the Sub -District for delivery of the water to t he City. The Lessee shall pay the City the total estimated costs in advance, and the City shall not be obligated to deliver any such water until it has received the full estimated payment. In the event the estimated costs paid by the Lessee are less than the actual costs incurred by the City in delivery of Windy Gap Water to the Lessee, Lessee shall pay the City any additional amounts owed within thirty days of receipt of an invoice from the City setting forth the amount owed. In the event the Lessee shall fail to pay such additional amounts upon receipt of an invoice from the City, the City shall have the right, in addition to any other legal or equitable remedies it may have, to refuse t o deliver any Leased Water until such time as all additional amounts owed pursuant to this paragraph have been paid in full. In the event the estimated costs paid by the Lessee are greater t han the actual costs incurred by the City in delivery of Windy Gap Water to the Lessee, the City shall refund any excess within thirty days of the City's receipt of an invoice froth the Northern District. 7. Lessee shall pay the City's reasonable costs incurred in administering the terms of this Lease. For the first five years of this Lease, the administrative costs shall be One Thousand and 00/100 Idol lars ($ I , 0 0 0 , 0 0) per year, payable in advance. The City shall recalculate the reasonable administrative costs every five years and inform the Lessee in writing of the change at least thirty days prior to the start of the new five year period. In the event the Lessee does not require the delivery of any of the Leased Water in a given 'year, there shall be no administrative costs charged. The City shall invoice the Lessee for the annual administrative costs in January of each year and Lessee shall paysaid costs within thirty days of the invoice date. In the event the Lessee shall fail to pay its accrued administrative costs in any year, the City shall have the right, in addition to any other legal or equitable remedies it may have, to refuse to deliver the Leased Water until such time as all accrued administrative fees have been paid in full. 8. At the option of the City, delivery of the Leased Water shall be made at the City's Waste Water Treatment Plant, 700 South Boise Avenue, Loveland, CO/ or at such other downstream location or Iodations above the Lessee's original point of need as agreed by and between the Lessee and City in writing. Lessee shall not unreasonably withhold its approval of any request by the city to move the point of delivery. 9. Subject to the provisions of paragraph 5, the City shall only be obligated to deliver the Leased Water to the Lessee if water meeting the requirements of this Lease is reasonably available to the City. In the event of a drought or other conditions, restrictions or emergency situations beyond the control of the city which limit the City's ability to receive or deliver all or a portion of the Leased Water to the Lessee, the • City shall be relieved of its obligations to deliver such water under the terms of this Lease until such t i.me as conditions' onditions permit the City's receipt and delivery of the Leased Water. 10. The Lessee shall take the Leased Water AS IS and the city makes no express or implied warranties of any kind or nature, including the warranties of merchantability or fitness for a particular purpose, concerning the water quality of the Leased Water. 11. In the event the Lessee wishes to assign, encumber or exchange its rights to receive all or any portion of the Leased Water not already used to satisfy a temporary substitute supply plan or permanent augmentation decree to a third party, the City shall have the first right of refusal to reacquire said rights. In such event, Lessee shall notify the City in writing and shall provide the City with a copy of the signed agreement between the Lessee and the third party. The City shall have the right to reacquire the water rights within ninety days from receipt of the notice, by informing Lessee of its intent to exercise its first right of refusal and by paying Lessee the contract price as set forth in the agreement between the Lessee and the third party. If the City does not exercise its right of first refusal, the Lessee may assign or transfer i t s rights to a third party, and the third party shall be hound by all terms and conditions of this Lease, including the obligation to allow the City the first right of refusal on any transfer or assignment of the Leased Water, it being the intent of this Lease that the City's right of first refusal shall apply to each and every transfer of the Leased Water which may arise at any time during the existence of this or any subsequent Lease. The right of first refusal set forth in this paragraph shall not apply in the event the Lessee wishes to assign, encumber or exchange its rights to receive all or any portion of the Leased Water to a third party pursuant to an exchange which is a transfer, sale or assignment of all or substantially all of Lessee's assets to said third party. 12. After the City has increased the storage capacity of Green Ridge Glade Reservoir to at least five thousand (5,000) acre feet, and upon sufficient advance written notice so as to permit the City to place appropriate orders for replacement water, the Lessee may temporarily sub -lease the Leased Water or portions thereof to third parties without activating the City's right of first refusal as set forth in paragraph 11, so long as the length of the sub -lease term and the amounts and times of discharge required by the Sub -lessee are acceptable to the City, Any such lease arrangement shall first®be provided to the City for its review and approval, which approval shall not be unreasonably withheld. 13. All notices shall be in writing and shall be deemed given if personally delivered or mailed, certified mail, return receipt requested, to the following addresses: I f , to City, to: City of Loveland Water & Power Department Attn: Ralph Mullinix, Director 200 North Wilson Avenue Loveland, Colorado 80537 with a copy to: City of Loveland Attn: City Attorney 500 East Third Street Loveland/ Colorado 80537 If to Lessee, to: Loveland Ready Mix 1811 West 12th Street Loveland, Colorado 80537. 1 14. No alteration or other modification of this Lease shall be effective unless such modification shall be in writing and signed by the parties. 15. In the event any portion of this Lease should become invalid, the remainder of the Lease shall remain in full force and effect. 16, This Lease shall be governed by and construed in accordance with the laws of the State of Colorado. This Lease shall inure to the benefit of, and be binding upon, the successors in interest of the respective e parties. IN WITNESS WHEREOF, the parties have executed this Lease on the day and year first above written. City ler- APPROVED AS TO FORM: CM0,0te.5. City Attorney ATTEST_ f Secret II CITY OF LOVELAND LESSEE LOVELAND READY MIX 4 Its: President EXHIBIT A TO LEASE OF FULLY CONSUMABLE WATER BETWEEN THE CITY OF LOVELAND AND LOVELAND READY MIX EVAPORATION BY MONTHS MONTH January February March Ap r i l May June July August September October November December PERCENT EVAPORATION 3.0% 3.5 5.5 9e0 12.0 14.5 15.0 13.5 10.0 7.0 4.0 3.0 LOVELAND READY -MIX DUNN PIT TRANSPORTATION IMPACT STUDY WELD COUNTY, COLORADO DECEMBER 2022 Prepared for: Loveland Ready -Mix Concrete, Inc. 644 Narnaqua Avenue Loveland, CO 80537 Prepared by: • / sdorif ra DELICH L I H ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-669-2061 FAX: 970-669-5034 Project # 2130 TABLE OF CONTENTS I. INTRODUCTION 1 II. EXISTING CONDITIONS 2 Land Use 2 Roads 2 Existing Traffic 5 Existing Operation 7 Existing Geometry 7 III. PROPOSED PROJECT 9 Trip Generation 9 Background Traffic Projections 11 Trip Assignment/Total Traffic 11 Signal Warrants 11 Geometry 11 Operation Analysis 21 Haul Route Evaluation 26 IV. CONCLUSIONS 29 LIST OF TABLES 1. Current Peak Hour Operation 8 2. Trip Generation 9 3. Short Range (2026) Haul Route #1 Total Peak Hour Operation 22 4. Short Range (2026) Haul Route #2 Total Peak Hour Operation 23 5. Long Range (2040) Haul Route #1 Total Peak Hour Operation 25 6. Long Range (2040) Haul Route #2 Total Peak Hour Operation 27 --DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 n.' j -ASSOCIATES LIST OF FIGURES 1. Site Location 3 2. Existing Intersection Geometry 4 3. Recent Daily and Peak Hour Traffic 6 4. Conceptual Mining Plan 10 5. Short Range (2026) Background Daily and Peak Hour Traffic 12 6. Long Range (2040) Background Daily and Peak Hour Traffic 13 7. Haul Route #1 Site Generated Daily and Peak Hour Traffic 14 8. Haul Route #2 Site Generated Daily and Peak Hour Traffic 15 9. Short Range (2026) Haul Route #1 Total Daily and Peak Hour Traffic 16 10 Short Range (2026) Haul Route #2 Total Daily and Peak Hour Traffic 17 11 Long Range (2040) Haul Route #1 Total Daily and Peak Hour Traffic 18 12 Long Range (2040) Haul Route #2 Total Daily and Peak Hour Traffic 19 13 Short Range (2026) and Long Range (2040) Geometry Using PCE's for Auxiliary Lanes 20 APPENDICES A. TIS Scoping Emails B. Daily and Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions D. Dunn Pit Mining Specifications E. Short Range (2026) Haul Route #1 Total Peak Hour Operation F. Short Range (2026) Haul Route #2 Total Peak Hour Operation G. Long Range (2040) Haul Route #1 Total Peak Hour Operation H. Long Range (2040) Haul Route #2 Total Peak Hour Operation / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► [-ASSOCIATES I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Loveland Ready -Mix's Dunn Pit (Dunn Pit). The proposed Dunn Pit site is located north of Weld County Road 48 1/2 (WCR4S'/2) and west of State Highway 257 (SH257) in Weld County, Colorado. The Loveland Ready -Mix's Johnstown Concrete Batch Plant (Johnstown Plant) is located in the southeast quadrant of the Weld County Road 13 (WCRI 3)/Weld County Road 54 (WCR54)-Larimer County Road 18 (LCRIS) intersection. This TIS will analyze the potential haul routes from the Dunn Pit mining site to the Johnstown Concrete Batch Plant. During the course of the analysis, numerous contacts were made with the project owners (Loveland Ready -Mix Concrete, Inc.), the project engineering consultant (Telesto Solutions, Inc.), and Weld County Public Works. The format set forth in the Weld County TIS Guidelines was used. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze paving threshold volumes The TIS for the Dunn Pit was prepared in fall of 2021 (dated December 24, 2021). It was submitted to Weld County in early 2022. In the course of Weld County review and in meetings between the Dunn Pit project team and Weld County, the haul route in that TIS was deemed to be inappropriate. Two alternative haul routes were suggested and are analyzed in this TIS. The agreed upon scope is similar to the previous TIS. The scoping emails are provided in Appendix A. / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Dunn Pit, the Johnstown Concrete Batch Plant, and the haul routes are shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential and agricultural (open space). Johnstown is to the southwest of the site and Milliken is to the south/southeast of the site. There is agricultural (open space) to the north and west of the site. The proposed Dunn Pit site is currently vacant. Roads Two haul routes are analyzed in this TIS. Haul Route #1 from the Dunn Pit to the Johnstown Concrete Batch Plant begins heading west on Weld County Road 48 1/2 (WCR48 1/2) for approximately 1.74 miles, to northbound on Weld County Road 17 (WCR17) for approximately 2.46 miles, to westbound on Weld County Road 54 (WCR54) for approximately 2.0 miles, and ending with southbound on Weld County Road 13 (WCR13) for approximately 0.08 miles to the batch plant. The total one-way haul route is approximately 6.3 miles. The primary roads on Haul Route #1 from the Dunn Pit site are WCR48 1/2, WCR17, WCR54, and WCR13. Haul Route #2 from the Dunn Pit to the Johnstown Concrete Batch Plant begins heading east on WCR48 1/2 for approximately 0.28 miles, to northbound on State Highway 257 (SH257) for approximately 2.56 miles, to westbound on WCR54 for approximately 4.0 miles, and ending with southbound on WCR13 for approximately 0.08 miles to the batch plant. The total one-way haul route is approximately 6.9 miles. The primary roads on Haul Route #2 from the Dunn Pit site are WCR48 1/2, SH257, WCR54, and WCR13. Figure 2 shows a depiction of the existing geometry at intersections along the two haul routes. Figure 2 also shows which intersections require auxiliary lanes based upon the recent peak hour traffic, which will be discussed in the Existing Geometry section of this study. State Highway 257 (SH257) is classified as a highway on the Weld County Functional Classification Map and categorized as an NR -A highway according to CDOT. Currently, WCR54 has a two-lane cross section with some auxiliary lanes at intersections in this area. The posted speed limit in the area of the SH257/WCR54 intersection is 65 mph. The posted speed on SH257 changes to 55 mph in the area of the Mad Russian Golf Course. At the SH257/WCR54 intersection, SH257 has northbound and southbound left -turn lanes and one through/right-turn in each direction. The SH257/WCR54 / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► ASSOCIATES Page 2 SCALE: 1 "=3000' SITE LOCATION Figure 1 si", L-DELICH � f 1 -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 3 THIS INTERSECTION IS PLANNED TO HAVE ROUNDABOUT CONTROL IN THE NEAR FUTURE Johnstown Plant Access WCR50 - Existing Lanes - Required Lanes with Existing traffic m � BYPASS Ar r� Ai 14:7 7 RE 7 N flV EXISTING INTERSECTION GEOMETRY Figure 2 LDELICH if -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 4 intersection has signal control. At the SH257/WCR48 1/2 intersection, all movements for the northbound and southbound approaches on SH257 are combined in single lanes. The SH257/WCR48 1/2 intersection has stop sign control on WCR48 1/2. Weld County Road 48 1/2 (WCR48 1/2) is a rural gravel road that is adjacent to the Dunn Pit site. It is classified as a local road on the Weld County Functional Classification Map. A paved section of WCR48 1/2 starts approximately 0.25 miles from the WCR17/ WCR48 1/2 intersection with a posted speed of 30 mph. At the WCR17/WCR48 1/2 intersection, all movements for the westbound approach on WCR48 1/2 are combined in a single lane. The WCR17/WCR48 1/2 intersection has stop sign control on WCR48 1/2. There are Great Western Railway tracks just east of the WCR17/WCR48 1/2 intersection. This is a Class III (Short Line) category of railroad tracks. At the SH257/WCR48 1/2 intersection, all movements for the eastbound and westbound approaches on WCR48 1/2 are combined in single lanes. Weld County Road 17 (WCR17) is classified as an arterial road on the Weld County Functional Classification Map. Currently, WCR17 has a two-lane cross section (with no center lane) in this area. The posted speed limit in this area of WCR17 is 45 mph. At the WCR17/WCR481/2 and WCR17/WCR50 intersections, all movements for the northbound and southbound approaches on WCR17 are combined in single lanes. The WCR17/WCR50 intersection has stop sign control on WCR50. At the WCR54/WCR17 roundabout intersection, the northbound and southbound approaches on WCR17 have one lane entering the roundabout and a right -turn bypass lane. Weld County Road 54 (WCR54) is classified as an arterial road from SH257 to WCR13 on the Weld County Functional Classification Map. Currently, WCR54 has a two- lane cross section (with no center lane) in this area. The posted speed limit in this area of WCR54 is 55 mph. The speed limit slows on the approaches to the WCR54/WCR17 roundabout intersection. At the SH257/WCR54 intersection, WCR54 has eastbound and westbound left -turn lanes and one through/right-turn in each direction. At the WCR54/WCR17 roundabout intersection, the eastbound and westbound approaches on WCR54 have one lane entering the roundabout and a right -turn bypass lane. At the WCR54/WCR13 intersection, WCR54 has eastbound and westbound left -turn lanes, one through lane in each direction, and an eastbound right -turn lane. The WCR54/WCR13 intersection has stop sign control on WCR13. Weld County Road 13 (WCR13) is classified as an arterial road on the Weld County Functional Classification Map. Weld County Road 13 is paved. At the WCR54/ WCR13 intersection, all movements for the northbound and southbound approaches on WCR13 are combined into single lanes. At the WCR13/Johnstown Plant Access intersection, all movements for the northbound and southbound approaches on WCR13 are combined in single lanes. The WCR13/Johnstown Plant Access intersection has stop sign control on the Johnstown Plant Access. Existing Traffic Recent daily and peak hour traffic volumes along the two Dunn Pit haul routes are shown in Figure 3. The daily traffic counts were obtained by Apex Design on May 25, 2021, by Weld County, or by CDOT (OTIS). Daily traffic on some roadway segments was Loveland Ready -Mix Dunn Pit TIS, December 2022 �► ASSOCIATES Page 5 N r 66/49 171/286 25/29 oo—\ O o co r r CO 1 NO - o M (NJ r \- 37/23 • 256/237 20/11 CO O) N r O N N r 16/2 2/2 re" r N 5,751 WCR54 Johnstown Plant Access AM/PM Daily O L_ CO N - O N 5,727 AfrJ 46/93 157/392 — 19/32 —\ 2,897 (2021) WCR50 a) N- L C O 97/125 22/67 RECENT PEAK HOUR AND DAILY TRAFFIC 71" Oe) N r N CO O I i� \- 9/4 • 360/213 85/92 5,645 CO CO c5) �_lf?(NI L.4. a (TB N r L{? o Co r 5,619 157 (2021) WCR48 1/2 N t o tx) O) CO ANN 151/135 —/1 124/296 47/58 a O O 0) r r 00 I= CO O 62/28 • 257/169 42/44 (O N- N Li)CO CO r - COC CO 0/1 0/0 0/0 N CD c --5- N C) C) Figure 3 -7 --J l-DELICH reASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 6 estimated using the existing ratios of peak hour versus daily traffic volumes. The peak hour traffic counts at the WCR17/WCR48 1/2, WCR17/WCR50, WCR54/WCR13, and WCR13/Johnstown Plant Access intersections were obtained in May 2021. The peak hour traffic counts at the SH257/WCR54, SH257/WCR48 1/2, and WCR54/WCR17 intersections were obtained in November 2022. Raw traffic count data are provided in Appendix B. Existing Operation Using the volumes shown in Figure 3, the current peak hour operation at the SH257/WCR54, SH257/WCR48 1/2, WC R 17/WCR48 1/2, WC R 17/WC R50, WCR54/ WCR17, WCR54/WCR13, and WCR13/Johnstown Plant Access intersections is shown in Table 1. Calculation forms for these analyses are provided in Appendix C. The key intersections were analyzed using the existing geometry and the unsignalized intersection techniques from the Highway Capacity Manual, 6th Edition. Acceptable operation is defined by Weld County as level of service (LOS) C or better overall. A description of level of service at signalized and unsignalized intersections is provided in Appendix C. As can be seen in Table 1, the key intersections are currently meeting the Weld County level of service standards in the peak hours with existing control and geometry. During traffic counting at the SH257/WCR54 intersection, it was observed that when large trucks executed right turns from all of the legs, there was lane encroachment which caused significant delay to the operation. This was due to the truck size and existing geometry. Existing Geometry 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). Based on the criteria, a left -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume of 10 vph, a right -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume of 25 vph, a right -turn acceleration lane is required at an intersection with a projected peak egress turning volume of 50 vph, and a left -turn acceleration lane is required if it would be a benefit to the safety and operation of the roadway. These lane requirements are applicable for the non -stopped condition. At the SH257/WCR54 intersection, northbound, southbound, eastbound, and westbound right -turn deceleration lanes are required with the existing traffic volumes. The SH257/WCR481/2 intersection requires a northbound left -turn deceleration lane. The WCR17/WCR50 intersection requires a northbound left -turn deceleration lane and a southbound right -turn deceleration lane. 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. In light of this, all short range (2026) and long range (2040) future analyses will be with roundabout control. The WCR13/Johnstown Plant Access intersection requires a southbound left - turn storage lane. / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► 'ASSOCIATES Page 7 TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM SH257/WCR54 (signal) EB LT C C EB T/RT C D EB APPROACH C C WB LT C C WB T/RT D C WB APPROACH D C NB LT B B NB T/RT C C NB APPROACH B C SB LT B B SB T/RT C C SB APPROACH C C OVERALL C C SH257/WCR48 (stop sign) 1/2 EB LT/T/RT C B WB LT/T/RT A B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A WCR17/WCR48 (stop sign ) 1/2 WB LT/RT B B SB LT/T A A OVERALL A A W (stop CR17/WCR50 sign ) EB LT/RT B C A A NB LT/T OVERALL A A WCR54/WC (roundabout) R 17 EB LT/T A B EB RT A A EB APPROACH A B WB LT/T B A WB RT A A WB APPROACH B A NB LT/T A A NB RT A A NB APPROACH A A SB LT/T A A SB RT A A SB APPROACH A A OVERALL A A WCR54/WCR13 (stop sign) D D NB LT/T/RT SB LT/T/RT C E EB LT A A A A WB LT OVERALL A B WCR13/Johnstown (stop sign) Plant Access WB LT/RT A B SB LT/T A A OVERALL A A --tnLDELICH j-ASSOCIATES 7j Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 8 III. PROPOSED PROJECT Loveland Ready -Mix is proposing to mine at the Dunn Pit and haul material to the Johnstown Concrete Batch Plant. This study looks at two potential haul routes. Haul Route #1 from the Dunn Pit to the Johnstown Concrete Batch Plant uses WCR48 1/%, WCR17, WCR54, and WCR13. The total one-way haul route is approximately 6.3 miles. Haul Route #2 from the Dunn Pit to the Johnstown Concrete Batch Plant uses WCR48 %, SH257, WCR54, and WCR13. The total one-way haul route is approximately 6.9 miles. The conceptual mining plan is shown on Figure 4. The short range analysis (Year 2026) 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. Trip Generation Trip generation is important in considering the impact of a project such as this upon the existing and proposed street system. Trip Generation, 11 t" 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. Appendix D contains a table detailing various aspects of the proposed mining operation at the Dunn Pit. 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. There will also be two operators at the Dunn Pit. Each operator will account for two trip ends per day in a passenger type vehicle. It is assumed that the operators would likely use SH257 to the east as the route to get to the site. The calculated trip generation for these uses is 74 daily trip ends (AWDTE), 10 morning peak hour trip ends, and 10 afternoon peak hour trip ends. TABLE Trip Generation 2 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 N/A Operators 2 Employees N/A 4 N/A 2 N/A 0 N/A 0 N/A 2 Total 74 6 4 4 6 adi 1—DELICH [—ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 9 t C c lot N co 1 3,70000 it c 0 0 C) 0 co en 3173000 ft Existing Crossing Upgrade Brig' �•e Existing Entrance Cattle uctraci SCALE: 1"=600' Notes: 1000 1 3173000 ft 3174000 ft 3174000 ft 3175000 ft Excavator Mining Be_to'ty Water r Mine cell Internal Haul Road Down Slope TELESIS SOLUTIONS. C O Pt r tat) Active Min n Cell Active Pile Draining 3175000 ft 3176000 ft \ ,t elli.Drained .r Pile s Remove at End of Mining Entrance as req'd b DRMS 3176000 ft Surface Water Ftow Direction 0 0 0 0000LCI. LOVELAND READYM IX CONCRETE CONCEPTUAL MINING PLAN Figure 4 -7 --J 1—DELICH j —ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 10 Background Traffic Projections Figures 5 and 6 show the short range (2026) and long range (2040) background daily and peak hour traffic projections, respectively. Background traffic projections for the short range (2026) future were obtained 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. The long range (2040) future traffic was determined by reviewing the Weld County 2045 Transportation Plan. Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the road system. Figures 7 and 8 show the site generated daily and peak hour traffic assignment for the Dunn Pit Haul Routes #1 and #2, respectively. Figures 7 and 8 show the passenger car equivalents (PCE's) for the haul trucks. The PCE ratio for this type of truck is 3:1. The employee trips to/from the site were assumed to originate to the east, utilizing Colorado State Highway 257 as the route. Figures 9 and 10 show the short range (2026) total (site plus background) daily and peak hour traffic for Haul Routes #1 and #2, respectively. Figures 11 and 12 show the long range (2040) total (site plus background) daily and peak hour traffic for Haul Routes #1 and #2, respectively. The total traffic figures also display the total peak hour traffic with the Dunn Pit PCE's at the various turning movements at intersections. Signal Warrants The SH257/WCR54 intersection is currently signalized. None of the key intersections impacted by the Dunn Pit will warrant signalization in the short range (2026) and long range (2040) futures. Geometry The short range (2026) and long range (2040) geometry is shown on Figure 13. As mentioned earlier, several of the key intersections require auxiliary lanes with the existing traffic according to the criteria in the Weld County Engineering and Construction Criteria manual. At the SH257/WCR54 intersection, northbound, southbound, eastbound, and westbound right -turn deceleration lanes are required with the existing traffic volumes. The SH257/WCR48 1/2 intersection requires a northbound left -turn deceleration lane. The WCR17/WCR50 intersection requires a northbound left -turn deceleration lane and a southbound right -turn deceleration lane. As mentioned earlier, 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. The WCR13/Johnstown Plant Access intersection requires a southbound left -turn storage lane. At the WCR17/WCR48 1/2 intersection, a / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 —7/ ASSOCIATES Page 11 O) (D r t N4CO LO 00 r 7 � 3/54 189/316 -Ts- 27/32 O N N T 117/197 CD L1/4. 6,350 41/25 283/262 22/12 ON - NCO CO cc N r f CO r CO N 00 r CO U 16/2 2/2 WCR54 Johnstown Plant Access AM/PM Daily Rounded to Nearest 10 Vehicles r N N -oM 71- cO N_ 6,200 ) 50/101 170/424 -ND- 21/35 -\\ WCR50 107/138 24/74 O O ti Cfl i� 6,110 10/4 390/230 92/100 tCO 71- r N O C' r N- c CO CO 7r O M N.- "1/4- \- 12/4 12/8 170 J WCR48 1/2 SHORT RANGE (2026) BACKGROUND DAILY AND PEAK HOUR TRAFFIC CO O) 6,070 0) Ln r 163/146 134/320 51/63 O CcCO O 160 ) Li41/4 O 0) 0 N \- 67/30 • 278/183 45/48 r a7 CONCOO N CO Cf) r CO 0/1 0/0 0/0 CO LC) O CO O N �. 07 r -- Figure 5 -7 ---� 1-DELICH in -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 12 O ONLf) 000 f� r N An Lek. 95/70 250/415 -Ts- 35/45 O CL, Ln O CO N r LO O l) r N 8,380 55/35 370/345 30/15 LO LO N r CO r O CN M r "\- 25/5 5/5 155/17 CO NC WCR54 Johnstown Plant Access — AM/PM Rounded to Nearest 5 Vehicles Daily Rounded to Nearest 10 Vehicles Ln LU o co b Lo (Y) CO CO r LC) 7,890 65/135 220/520 30/45 -\ WCR50 140/185 35/100 0 N - O r 0 O (n CO CO co 0� s; r Lf) i� 7,780 N\_ 15/10 510/295 125/135 CLO C O r i N r C�OO0 O) "I- N r N - c "- 15/5 0 N O LO r N 15/10 J 230 WCR48 1/2 LONG RANGE (2040) BACKGROUND DAILY AND PEAK HOUR TRAFFIC 0 N 8,080 ) 215/195 -/1 175/420 70/85 O CO 0 O CO C Ocoz 210 ) L41/4 5/0 NOM -am- 1 0/25 O (9 N 90/40 • 360/240 60/65 0 L0 o0OO) cfl CO0d- CO N- NOM NOM NOM Figure 6 -7 --J 1-DELICH in -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 13 N N nzt 70 4/4 (12/12) 70 WCR54 4/4 (12/12) N 70 \-4/4 (12/12) Johnstown Plant Access N M C WCR50 is— AM/PM (Dunn Pit PCE's) Daily row- N - HAUL ROUTE #1 SITE GENERATED DAILY AND PEAK HOUR TRAFFIC N N ‘71- N N N- r 0 N 70 4/4 (12/12) WCR48 1/2 Figure 7 -7 ---� 1-DELICH in -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 14 N r N 70 4/4 (12/12) WCR54 N N 70 \k-4/4 (12/12) CO U Johnstown Plant Access 70 4/4 (12/12) -pm- 04— AM/PM (Dunn Pit PCE's) Daily N- U 4/4 (12/12) HAUL ROUTE #2 SITE GENERATED DAILY AND PEAK HOUR TRAFFIC 70 4/4 (12/12) 74 WCR48 1/2 4/5 (12/13) 0/1Th N C N r N 2 r Figure 8 -7 ---,/ 1-DELICH in -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 15 N O Ln C) CS) r't CO LO CO r 73/54 189/316T 27/32 C) N T 117/197 O 6,420 41/25 283/262 26/16 (34/24) 'Th" WCR54 20/6 (28/14) /— 2/2 Johnstown Plant Access CO r (NO— r N cc r 6,270 i 50/101 170/424 T 25/39 (33/47) —\ WCR50 � AM/PM (Total with the Dunn Pit PCE's) _cm Daily pus, Rounded to Nearest 10 Vehicles 107/138 24/74 O N- a OD C) N- CO N (Y)N C. ro O r \— 10/4 • 390/230 92/100 CO 1" --- 7„1" co r r 184/222 -DPP- 16/8 24/16 12/8 ( 240 WCR48 1/2 SHORT RANGE (2026) HAUL ROUTE #1 TOTAL DAILY AND PEAK HOUR TRAFFIC Figure 9 .-J 1-DELICH is -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 16 N tort N4CO LO 00 r 7 � 3/54 189/316 -Ts- 27/32 U0 00 N O N T 117/197 O L1/4. f CO r CO - N CCU r r CO U 6,420 41/25 283/262 26/16 (34/24) WCR54 20/6 (28/14) 2/2 Johnstown Plant Access r N N -oM N_ '71-rN 6,270 Afr 50/101 174/428 - 21 /35 -\\ � AM/PM (Total with the Dunn Pit PCE's) _cm Daily pus, Rounded to Nearest 10 Vehicles 6,180 N\_ 10/4 394/234 92/100 N- U 6,140 ) 163/146 134/320 55/67 (63/75) Th O O CO CO O 230 ) Lik1/4 WCR48 1/2 8/5 (16/13) 0/0 -am- 5/18Th SHORT RANGE (2026) HAUL ROUTE #2 TOTAL DAILY AND PEAK HOUR TRAFFIC \— 67/30 • 278/183 45/48 co co r Cfl r 0/1 f 0/0 0/0 CO LC) O CO 0 N N- LU Figure 10 .-J 1-DELICH is -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 17 N O O coo CO Ln OrO N AUL-i1/4 95/70 250/415 35/45 O co L T 150/260 N O LU 0 8,450 55/35 370/345 35/20 (45/30) WCR54 30/10 (40/20) 5/5 Johnstown Plant Access O in r r LU LU -�O LONE OJrin 7,960 i 65/135 220/520 —Ts- 35/50 (45/60) WCR50 � AM/PM (Total with the Dunn Pit POE's) Rounded to Nearest 5 Vehicles Daily Rounded to Nearest 10 Vehicles 140/185 35/100 C O M O O N 0 flN 0)0 r r O M c O C CO C Lin LU CO r \— 15/10 • 510/295 125/135 o�0O) 2 oog O N cm 71- O N- "C— 20/10 (30/20) 15/10 300 WCR48 1/2 LONG RANGE (2040) HAUL ROUTE #1 TOTAL DAILY AND PEAK HOUR TRAFFIC Figure 11 .-J 1-DELICH is -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 18 O ONLf) 0r0 f�rN Le1/4 95/70 250/415 35/45 Ths N T 150/260 Lf) 8,450 55/35 370/345 35/20 (45/30) N O o O M r O LO N CO U WCR54 30/10 (40/20) 5/5 Johnstown Plant Access o co bin oo CO r LO 7,960 i 65/135 225/525 30/45 Th � AM/PM (Total with the Dunn Pit POE's) Rounded to Nearest 5 Vehicles Daily Rounded to Nearest 10 Vehicles 7,850 N\_ 15/10 515/300 125/135 N- U �LO C r N r (O 0 0 N 0 N O LD co rInCO 8,150 215/195 175/420 75/90 (85/ 100) Th L) r O N- O cc O N to 280 ) L441/4 WCR48 1/2 10/5 (20/15) NOM -► 10/25 O O9 N 90/40 • 360/240 60/65 Li) O � CO O) en o r 00 C7 r Lf) co O r N 2 NOM f NOM NOM LONG RANGE (2040) HAUL ROUTE #2 TOTAL DAILY AND PEAK HOUR TRAFFIC Figure 12 .-J 1-DELICH is -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 19 N v ) a_ m BYPASS o _ r L � cp oaa Mgr o o c� cn m THIS INTERSECTION IS PLANNED TO HAVE ROUNDABOUT CONTROL BY/BEFORE THE SHORT RANGE (2026) FUTURE KBYPASS Nict d O� WCR54 c ) (or BYPASS '`I Johnstown Plant Access WCR50 - Existing Lanes - Required Lanes with Existing, Background, or Total Traffic N aC) H 03 A- >' L mC) C Oi C M En r m Q r • co r� o o ©A,07 Likh1/4 aN 435' including Bay Taper @ 13.5:1 plus Storage (215') if WCR48 1/2 SHORT RANGE (2026) & LONG RANGE (2040) GEOMETRY USING POE's FOR AUXILIARY LANES 435' including Bay Taper @ 13.5:1 RE 7 7 7 435' including `Y; Bay Taper @ 13.5:1 435' including Bay Taper @ 13.5:1 plus \Storage (60') r Figure 13 Lo oo tea) co t- m cd) o) c C o6 00 o N (73 m 0 C3) (175 C.73 U C - L:6 o N 09 d fr cnr L� cN c c_ or00 m --J ' 1-DELICH c —ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 20 southbound left -turn deceleration lane will be required. Figure 13 also shows the dimensions of the required auxiliary lanes. At the WCR13/Johnstown Plant Access intersection, the southbound left -turn lane should provide storage and bay taper. This is due to the proximity of the WCR54/WCR13 intersection and the stop sign control on WCR13. Southbound vehicles, from the WCR54/WCR13 intersection, will be travelling at ≤30 mph as they approach the Johnstown Plant Access. Operation Analysis Capacity analyses were performed at the SH257/WCR54, SH257/WCR48 1/2, WC R 17/WC R48 1/2, WC R 17/WC R50, WCR54/WC R 17 , WCR54/WC R 13, and WCR13/ 13/ Johnstown Plant Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2026 and 2040 conditions, respectively. The intersections were evaluated using techniques provided in the Highway Capacity Manual, 6t" Edition. The key intersections were evaluated with both the existing geometry and the required geometry. Since the required geometry at the SH257/WCR54, SH257/ WCR48 1/2, WCR17/WCR50, and WCR17/WCR48 1/2 intersections is/will be necessary without the Dunn Pit traffic, Weld County may choose to build the auxiliary lanes prior to the opening of the Dunn Pit. The WCR54/WCR13 intersection was evaluated with roundabout control. Using the traffic volumes shown in Figure 9, the WCR17/WCR48 1/2, WCR17/ WCR50, WCR54/WCR17, WCR54/WCR13, and WCR13/Johnstown Plant Access intersections operate in the short range (2026) Haul Route #1 total traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The WCR17/ WCR48 1/2, WCR17/WCR50, and WCR13/Johnstown Plant Access intersections will operate acceptably with both the existing geometry and the required geometry and stop sign control. The roundabout control at the WCR54/WCR17 and WCR54/WCR13 intersections will operate acceptably. Using the traffic volumes shown in Figure 10, the SH257/WCR54, SH257/WCR48 1/2, WCR54/WCR17, WCR54/WCR13, and WCR13/Johnstown Plant Access intersections operate in the short range (2026) Haul Route #2 total traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The SH257/WCR54, SH257/WCR48 1/2, and WCR13/Johnstown Plant Access intersections will operate acceptably with both the existing geometry and the required geometry. The roundabout control at the WCR54/WCR17 and WCR54/WCR13 intersections will operate acceptably. Using the traffic volumes shown in Figure 11, the WCR17/WCR48 1/2, WCR17/ WCR50, WCR54/WCR17, WCR54/WCR13, and WCR13/Johnstown Plant Access intersections operate in the long range (2040) Haul Route #1 total traffic future as indicated in Table 5. Calculation forms for these analyses are provided in Appendix G. The WCR17/ WCR48 1/2 and WCR13/Johnstown Plant Access intersections will operate acceptably with both the existing geometry and the required geometry and stop sign control. At the WCR17/WCR50 intersection, the minor street (WCR50) approach will operate at level of / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► 'ASSOCIATES Page 21 TABLE 3 Short Range (2026) Haul Route #1 Total Peak Hour Operation Intersection Movement Level of Service AM PM WCR17/WCR48 (stop sign) % WB LT/RT B B SB LT/T A A OVERALL A A WCR17/WCR50 (stop (existing sign) geometry) EB LT/RT B C NB LT/T A A OVERALL A A WCR17/WCR50 (stop (required sign) geometry) EB LT/RT B C NB LT A A OVERALL A A WCR54/WCR17 (roundabout) E B LT/T A C EB RT A A EB APPROACH A C WB LT/T B A WB RT A A WB APPROACH B A A A NB LT/T NB RT A A NB APPROACH A A SB LT/T A A SB RT A A SB APPROACH A A OVERALL A B WCR54/WCR13 (roundabout) E B LT/T A A EB RT A A EB APPROACH A A WB LT/T A A WB RT A A WB APPROACH A A A A NB LT/T NB RT A A NB APPROACH A A SB LT/T A A SB RT A A SB APPROACH A A OVERALL A A WCR13/Johnstown (stop (existing sign) geometry) Plant Access WB LT/RT B B SB LT/T A A OVERALL A A WCR13/Johnstown (stop (required sign) geometry) Plant Access WB LT/RT B B SB LT A A OVERALL A A --aLDELICH j-ASSOCIATES 7j Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 22 Short Range (2026) Haul Route TABLE 4 Total Peak Hour Operation #2 Intersection Movement Level of Service AM PM SH257/WCR54 (signal) (existing geometry) EB LT C C EB T/RT C D EB APPROACH C D WB LT C C WB T/RT D C WB APPROACH D C NB LT B B NB T/RT C C NB APPROACH C C SB LT B B SB T/RT C C SB APPROACH C C OVERALL C C SH257/WCR54 (signal) (required geometry) EB LT C C EBT C D EB RT C C EB APPROACH C C WB LT C C WB T D C WB RT C C WB APPROACH D C NB LT B B NB T C C NB RT B B NB APPROACH B B SB LT B B SBT B C SB RT B B SB APPROACH B C OVERALL C C SH257/WCR48 (stop (existing sign) geometry) %/2 EB LT/T/RT D C WB LT/T/RT A B NB LT/T/RT A A SB LT/T/RT A A OVERALL A A SH257/WCR48 (stop (required sign) geometry) %/2 EB LT/T/RT D C WB LT/T/RT A B NB LT A A SB LT A A OVERALL A A Continued on next page --tnLDELICH j-ASSOCIATES 7j Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 23 Continued from previous page Short Range (2026) Haul TABLE Route 4 Total Peak Hour Operation #2 Intersection Movement Level of Service AM PM WCR54/WCR17 (roundabout) EB LT/T A C EB RT A A EB APPROACH A C WB LT/T B A WB RT A A WB APPROACH B A NB LT/T A A NB RT A A NB APPROACH A A SB LT/T A A SB RT A A SB APPROACH A A OVERALL A B WCR54/WCR13 (roundabout) EB LT/T A A EB RT A A EB APPROACH A A WB LT/T A A WB RT A A WB APPROACH A A NB LT/T A A NB RT A A NB APPROACH A A SB LT/T A A SB RT A A SB APPROACH A A OVERALL A A WCR13/Johnstown (stop (existing sign) geometry) Plant Access WB LT/RT B B SB LT/T A A OVERALL A A WCR13/Johnstown (stop (required sign) geometry) Plant Access WB LT/RT B B SB LT A A OVERALL A A / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► [-ASSOCIATES Page 24 TABLE 5 Long Range (2040) Haul Route #1 Total Peak Hour Operation Intersection Movement Level of Service AM PM WCR17/WCR48 (stop sign) % WB LT/RT B B SB LT/T A A OVERALL A A WCR17/WCR50 (stop (existing sign) geometry) EB LT/RT B F NB LT/T A A OVERALL A A WCR17/WCR50 (stop (required sign) geometry) EB LT/RT B D NB LT A A OVERALL A A WCR54/WCR17 (roundabout) E B LT/T A E EB RT A A EB APPROACH A E WB LT/T D B WB RT A A WB APPROACH D B A B NB LT/T NB RT A A NB APPROACH A B SB LT/T A B SB RT A A SB APPROACH A B OVERALL B C WCR54/WCR13 (roundabout) E B LT/T A B EB RT A A EB APPROACH A B WB LT/T A A WB RT A A WB APPROACH A A A A NB LT/T NB RT A A NB APPROACH A A SB LT/T A A SB RT A A SB APPROACH A A OVERALL A A WCR13/Johnstown (stop (existing sign) geometry) Plant Access WB LT/RT B B SB LT/T A A OVERALL A A WCR13/Johnstown (stop (required sign) geometry) Plant Access WB LT/RT B B SB LT A A OVERALL A A --aLDELICH j-ASSOCIATES 7j Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 25 service F during the afternoon peak hour with the existing geometry and stop sign control. With the required geometry, the WCR17/WCR50 intersection will operate acceptably with stop sign control. The roundabout control at the WCR54/WCR17 and WCR54/WCR13 intersections will operate acceptably. Using the traffic volumes shown in Figure 12, the SH257/WCR54, SH257/WCR48 1/2, WCR54/WCR17, WCR54/WCR13, and WCR13/Johnstown Plant Access intersections operate in the long range (2040) Haul Route #2 total traffic future as indicated in Table 6. Calculation forms for these analyses are provided in Appendix H. The SH257/WCR54, SH257/WCR48 1/2, and WCR13/Johnstown Plant Access intersections will operate acceptably with both the existing geometry and the required geometry. The roundabout control at the WCR54/WCR17 and WCR54/WCR13 intersections will operate acceptably. Haul Route Evaluation Two haul routes were evaluated in this transportation impact study. Below are several evaluation criteria comparing Haul Route #1 and Haul Route #2: • Haul Route #1 is approximately 0.6 miles shorter than Haul Route #2. • On Haul Route #2 in the northbound direction, there is a significant rise in elevation on SH257 between WCR48 1/2 and WCR54. On Haul Route #1, the increase in vertical grade on WCR17 is less severe than that on SH257. This has a significant impact on the operating characteristics, fuel consumption, etc. of a fully loaded truck. Due to the operational characteristics of a truck, the Haul Route #1 time difference will be significantly less than compared to Haul Route #2. • The volume criterion for a northbound left -turn acceleration lane will not be met at the SH257/WCR48 1/2 intersection. However, based upon criteria in the SHAC, Section 3.5(3), CDOT may require a northbound left -turn acceleration lane at this intersection. This will have a significant impact on the ability to construct/improve this intersection. It is questionable whether CDOT would allow this if another less impactful route is available. • The impact of the Dunn Pit site traffic on the area roads and intersections is less with Haul Route #1 than with Haul Route #2. • The impact of the Dunn Pit site traffic to the residential land uses (primarily Mad Russian Area) would be significantly less with Haul Route #1. • As mentioned earlier, with the existing geometry at the SH257/WCR54 intersection, there are lane encroachment and delay related to current truck traffic. If Weld County or CDOT do not improve the geometry at this intersection, introducing more trucks will only exacerbate the current issues. Based upon evaluation/comparison of the two haul routes, it is recommended that Haul Route #1 be used to transport materials from the Dunn Pit to the Johnstown Concrete Batch Plant. / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► 'ASSOCIATES Page 26 TABLE 6 Long Range (2040) Haul Route #2 Total Peak Hour Operation Intersection Movement Level of Service AM PM SH257/WCR54 (signal) (required geometry) EB LT E C EB T C D EB RT C C EB APPROACH D D WB LT C C WB T D C WB RT C C WB APPROACH D C NB LT B C NB T D D NB RT B B NB APPROACH C C SB LT C B SB T C D SB RT B B SB APPROACH C D OVERALL D D SH257/WCR48 (stop (existing sign) geometry) %/2 EB LT/T/RT E E WB LT/T/RT C C NB LT/T/RT A B SB LT/T/RT A A OVERALL A A SH257/WCR48 (stop (required sign) geometry) %/2 EB LT/T/RT E E WB LT/T/RT C C NB LT A B SB LT A A OVERALL A A WCR54/WCR17 (roundabout) EB LT/T A E EB RT A A EB APPROACH A E WB LT/T D B WB RT A A WB APPROACH C B NB LT/T A B NB RT A A NB APPROACH A B SB LT/T B B SB RT A A SB APPROACH A B OVERALL B C Continued on next page --tnLDELICH s jASSOCIATES -71 Loveland Ready -Mix Dunn Pit TIS, December 2022 Page 27 Continued from previous page Long Range (2040) Haul TABLE Route 6 Total Peak Hour Operation #2 Intersection Movement Level of Service AM PM WCR54/WCR1 (roundabout) 3 EB LT/T A B EB RT A A EB APPROACH A B WB LT/T A A WB RT A A WB APPROACH A A NB LT/T A A NB RT A A NB APPROACH A A SB LT/T A A SB RT A A SB APPROACH A A OVERALL A A WCR13/Johnstown (stop (existing sign) geometry) Plant Access WB LT/RT B B SB LT/T A A OVERALL A A WCR13/Johnstown (stop (required sign) geometry) Plant Access WB LT/RT B B SB LT A A OVERALL A A / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► ASSOCIATES Page 28 IV. CONCLUSIONS This study assessed the impacts of the Dunn Pit project on the street system utilized by the proposed project in the short range (2026) and long range (2040) futures. As a result of this analysis, the following is concluded: - The development of the Dunn Pit is feasible from a traffic engineering standpoint. The Dunn Pit project will generate approximately 74 daily trip ends, 10 morning peak hour trip ends, and 10 afternoon peak hour trip ends. - None of the key intersections impacted by the Dunn Pit will warrant signalization in the short range (2026) and long range (2040) futures. - 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. At the SH257/WCR54 intersection, northbound, southbound, eastbound, and westbound right -turn deceleration lanes are required with the existing traffic volumes. The SH257/WCR48 1/2 intersection requires a northbound left -turn deceleration lane. The WCR17/WCR50 intersection requires a northbound left - turn deceleration lane and a southbound right -turn deceleration lane. 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. In light of this, all short range (2026) and long range (2040) future analyses will be with roundabout control. The WCR13/ Johnstown Plant Access intersection requires a southbound left -turn storage lane. - In the short range (2026) future, given development of the Dunn Pit and an increase in background traffic, the SH257/WCR54, SH257/WCR48 1/2, WC R 17/WCR48 1/2, WCR17/WCR50, and WCR13/Johnstown Plant Access intersections will operate acceptably with both the existing geometry and the required geometry and stop sign control. The roundabout control at the WCR54/WCR17 and WCR54/WCR13 intersections will operate acceptably. - In the long range (2040) future, given development of the Dunn Pit and an increase in background traffic, the SH257/WCR54, SH257/WCR48 1/2, WCR 17/WCR48 1/2, and WCR13/Johnstown Plant Access intersections will operate acceptably with the required geometry and stop sign control. The WCR13/WCR50 intersection will operate acceptably with both the existing geometry and the required geometry and stop sign control. At the WCR17/WCR50 intersection, the minor street (WCR50) approach will operate at level of service F during the afternoon peak hour with the existing geometry and stop sign control. With the required geometry, the WCR17/ WCR50 intersection will operate acceptably with stop sign control. The roundabout control at the WCR54/WCR17 and WCR54/WCR13 intersections will operate acceptably. - From a traffic engineering, vehicle operational, and practical perspective, Haul Route #1 is recommended. / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, December 2022 �► ASSOCIATES Page 29 APPENDIX A RE: Loveland Ready Mix mailbox://it:/Users/Matt pe1ith/AppDa1a,, 0 ing/ThUflhlert ... Subject: RE: Loveland Ready Mix From: Zackery Roberson <.zrobersor,@weidgov.corn> Date: AM To: Matt Delich <matt,@ delichassoc.Com> CC: Mike McRoberts <mnncroberts ' eldgov.cem> Matt, I got with Mike this morning. -,i . That is about what we were expecting for the TIS report. If you have additional questions please feel free to reach out. Best Regards, Zackery Roberson Development Review — Engineer 1 Department of Public Works Weld County Government St Greeley, CO 80631 Office: 97040 0-37 3 Z P-uiI r scni4 'tidlgovAloiti -..ism e a - Confidentiality Notice; This eiectrordctransrnission 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 Immediatel notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution �or the taking of any action error, please y concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibiited. From: Matt Delich <rnatt@dellchassoc.com> Sent: Thursday, May 13, 2021 8:32 AM To: Zackery Roberson <zroberson@weldgov.com> Cc: Mike McRoberts <mmcrok eras@r►ueidgov com? Subject: Re: Loveland Ready Mix 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 sat Any comments on this email? Than. Matt On 5/10/2021 4:52 PM, Matt De lcl r wrote: Zack/Mike, Attached is an aerial photo showing where I will pick up daily road counts and peak hour intersection counts. This is for the LRM Dunn Pit traffic study, Is this 'overkill' or is it about what you expect. Please advise. Thanks. Matt On 4/23/2021 3:54 PM, Zackery Roberson wrote: Mat got with Dawn on this one. She has informed Mike and myself that a full TIS will be required because it is a commercial '' industrial use as defined in 8.1.3 TIS requirements. I understand that it is not the desired determination. 1of3 7/15/2021, 8:25 AM RE: Loveland Ready Mix nailbox:///C: "Users/Matt Delich/AppData/Roamifzg/Thiuoderb... Best Regards, Zackery Roberson Development Review -- Engineer 1 Department of Public Works Weld County Government 1111 H St. Greeley, Co 80631 Office: 970- -3 73 Zwberson @weldgow.com Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only forthe 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 ev-maii 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: Matt Delich <matt@delchassoc.com? Sent: VVednesday, April 21, 2021 3:02 PM To: Zackery Roberson czroberson@vveldgov.com> Cc: Mike McRoberts if-nrancroberts@weidcw.rcom> Subject: Re: Loveland Ready Mix This email originated from outside of Weld County Government. Do not click links or open atthchments unless you recognize the sender and know the content is safe. Zack, I really cannot answer that without obtaining peak hour counts at ALL of the intersections. Some of the intersections may already require auxiliary lanes now, but N do not know that either. If I am interpreting what they gave correctly, the additional peak hour traffic would be less than 6 on any movement. Not all would be trucks. At 3 PCEs for each truck would likely be less than 10 vph. That is about the hest 1 can do. I just believe doing level of service analyses at a bunch of intersections is over -kill. My opinion. Thanks. Matt On 4/21/2021 2:44 PM. Zackery Roberson wrote: Matt, Do you believe that the added traffic will trigger any of the state highway access code triggers at any of the accesses included in your harm routes? Best Regards, Zackery Roberson Development Review — Engineer Department ofRublic Works Weld County Government iiitHSt. Greeley, CO80 i Office, 970-400-3773 2 of 7/15/2021, 8:2S AM RE: Loveland L - Ready ix mailbox:///C:/Users/Matt relic./AppData, o ming/ThUnderb... z • M 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: Matt Delich matt delichas c+com> Sent: Tuesday, April 20, 2021 1:55 PM To: Zackery Roberson <zrc bersop@vye'Idgov.conv.- Su!bje: Loveland Ready Mix Canons: This email originated from outside of Weld County Government Do not click links or open attachments unless you recognize the sender and (mow the content is sates Zack, I got this inquiry for a traffic study. Also attached is an aerial of the haul routes) from pit to batch plant. I am not sure you are the right guy to contact for this, but maybe you can advise me. Right now I just need to give the client a fee estimate. Actual scoping can be later. I am thinking determining the volume impact of the site traffic versus the existing/forecasted traffic on various road segments. Do you think I need to deal with intersection level of service analyses? I am thinking NO. Your thoughts on this? They are only adding 3-6 trips per hour (not much). Thanks. Matt S Matthew J. pelich, P.E., P 'OE DELICFI ASSOCIATES 2272 Glen Haven Drive Loveland, co 80538 Phone: 970-669-2061 FAX: 970-669-5034 EMAIL: matt@delicssoc.CCZA 3 o13 7/15/2021, 8:25 AM APPENDIX B Vehicle Volume Report - Hourly Site Description: WCR 481/2 E/O WCR 17 site Nu.Iiiben ADT5 Start Date: 5/25/2021 End Date: 5/25/2021 apex Sunday 3 Da v Avg S.D y Avg I 7 Day Avg Frifiay turd Saturday - W wrilneniayr Thursday - --- Monday Tuesday "The Mon -Fri Mun-Sun $/'74/21 5/30/21 -Thu 1 5/fl/71 al 5/27/2 Time 5/31/21 5/25/21 .S/26/ E0 wit FR 1 1N8 ( TotalI Fl 1MEi I o:7t,ri [B ! NB Tot AI [D 4WD Total [S 1"J0 Tot 411 ED W'E ER WTotal DEWS ES WS!ITotal - - - - - a - - ' 0 — - - - - - - 0 0 12:00 AM - _ - - - - _ - a - - - - - - D - - - - - AM- •1;00 0 - - - - - - - 0 - - - - I 0 0 — - I - 2:00 AM - - - - - - - - - - - • 1 I 0 1 — _ 3;00 AM a - - - - - - - - - - - _ _ 0 0 0 - - - - - I- _ - - - - - - 3 4 - - 5:00AM - - - 1 - - - i - - - - - - - _ 4 6 -.. - - - - _ - 6:00APO a -_ • 2 _ • - - - - • - - - - - - - - - - - 13 217 ' - - 7:00 AM - • - r Q �0 N W Jib - - - - - - - - I U - B:00 AliWM • - I - - - _ - - I - - - - 3 6 - - _ _ - 9:00 AM - a _ 3 1 AM - a - 1 :0D _ - - - - - - - - - - - ' - 3 10 11::00 AM - a _ - - _ - - - - 3 11 - - -_ 12:09PM - - - — 5 4 14 - - — 2.;0O PM - - - _ - 3 8 - 3:00 PM - - _ - - - 5 I 14 - - 4:00 PM - - - - I I 6 - - 5:10 PM - - -- - - - - - _ - - - - . - �1 2 2 - - T:45u istV1 - • - 5 - - - - - 3 2 5 - - - 8:00 PM - _ I I I - - - - - 1 1 2 - - - - - 9:00 PM - - - - - - - - - O 1 - 1o:Cll) PM - ..1 - •- - ` - 1 0 Z 1-1:00 PM - - - . - - - - _ - 37 a - _ - _ , - 13 I e &0Q AM-a9:0O AM • - - - - - I_ - - I - f - - - - _ 6:OO PM - - 23 14 3:O0 PM - _- a - 74 G7 141 - -• 6:0n AM - 7;0D PM • - -- _ - --- 75 157 - 52.2`„ 47.n 100.1714:. Pi rremt - AM Peak - - POO AM 8;0d) AM 51.1G_PM 6.00 PM - - - PM Peak Ia 9 1 b 5 4 i 2 a u Northbound / Eastbound 144, ofr 7Uttr6r�=-wrthnts1 • Iburiadt. +r' i kitattlini bey. r rulcl i n 4,2 %fr � ti South bound Westbound fr 4 4 1st Iluuatry +l+aIids v —ab.IaraVt—iietaily �•4lCe�rx�tlA J Iszlt --�SaltrftGtY Within Warren; 4720► 560.4049 nathan.wartem@aPtexfiesirlixcorn Pep:sla1 All T5_x!15: Vehicle Volume Report - Hourly Site Description: WCR 17 5/0 WCR 50 SPte Number: ADT4 Start Date; 5/25/2021 End Date: 5/25/2021 apex lesign 311ay Avg 5 ()ay Avg 1 ? pay A+ag 1hur.t',y rnday 5aturaay� lr 5un:t�I holeocuv Tuesday tcduy _Weda 1 5/26/21 5/2.1/21 5/28/21 S/11/21 5/'3O'11 tlae-Thu Murt•t'n F�1nle-Srtn Tame 5/31/21 5/25{21 -- - _.. h18 SEl Ski 1 Tat4I NB SB I Ta'tad NBI S$ iota, t;0 ( ;1Br Ttrca l f 1k' €E B total riB $8 I Total D!8 53 Hata. 1lB 5!3 NH 5B NB • - a _ - - - _ _ . I • . - - r - _ - - - - 1 3 4 - - - - - - 1:00 AM - - - - 4 1 5 - • - - - - - - . - _ _ - a - - 2:00AM - - - - - - - - - - - - - - - - - - - . 4 6 10 9 23 - - - - a - - - - - - - - - - 14 - . - - - - - - - - - - - - 51 30 81 - - - 5:00Alit - - '1.58 - - - - - - - - - - - - - - 108 Sc) - - - - 6:00 AM - a 105 210 - - . _ - - _ _ _ a - _ _ 7:01} AM - 16S - - - - - - - - - - -_ - - - • - 167 105 272 - - 8:00 AM - - 120 92 212 - - - - - - - - - - 9:0? AM • - - - - - . 137 92 229 - a - — 10:ccr AM - a I - - - - - - - . AM - - 151 97 2A$ - . - — _ 31:CO - - - — - - - - - - - - - 12.1111 PM • - - 134 129 263 - - - - - - - - - - - - - 137 153 2.90 - - - - 1XiU PM - - j . _ l - - - - - - - 131 172 343 - - - - - 2:00 PM - - - - - - - - _ - 3:00 PM a - - In 156 345 - - . - - - - - - - - a - - - - - 302 183 485 - - - - A:00 P M - - - - - - - - - _ - - - - 2's?.3 194 477 - - - - 50? PM - - _ - - - - - - - - - 120 147 267 - - - - - u: t'M - - - - 85 103 188 - - - - - /00 IPM - - - - - - - - - - - _ - - - Rt11 - 71 86 157 • - - - - - 8'00 - - 56 96 - - - - - - - 4:00 PM - - - 30 _ - - - - - - - - 10:011 PM - - - 9 29 38 • - - - - _ - 1E - - 11:00 PM I - - - 9 9 - _ - - 440 260 700 6:00 AM • 9:00 AM - - - - • - - I - - - - - - 774 533 1307 - - - - 3:00 PM - 6:0D PM - _ - 2144 7,£75 38I9 - - - - - - - - - _ - - - _ - ti:',}t1 Atv'1. 7:00PM - - ISrlillrillIril - - I - ` 2429 2011 4440 _ - - 12= AM - 12;00 AM - - - 45.3% t4'1?,�1°t: - ' - - - - - - Pwr;:erat t - 54, 7 AM Peak - 8:1'0 AM 9.00 AM - 9M P.etik - 4;00 PM ;:00 I'M - - Northbound so AO rota / Eastbau rid Southbound mci csa / Westbound _- --- dc a mod" ,�Q�'` r ;• �x� , -Pe ' +c3` s 0? froOe 1hittdav-•ilklat llM4Y-daSeadatt %Silty -,11/Inantay —iSinai AT —Weillmidi I.santttt turtdJay .t?ratm+lny Mira*, �tion iy --captain Nathan Wanton: O/8604048 n a t tt a n, guar ri e n g a p exdnIgn pc, cu m, PPP 1 011 A0T44 xl-cx Vehicle Volume Report - Hourly Site oestription: WCR 50 WAG WCA• 17 Site Nu mbcr: ADT3 Start Date: 5/25/2021 End Date: 5/25/2021 apex iesign Saturday Sunday 3 bay Avg 5 Day Avg I 7 bay Avg, 1uesd1L Wedne_dny r hurieday Erii1.9y Mon day - — Toe lbu Irian-PPTi Mice -Sun I 5/1.8/21 S/29/21 5/3D/I1 Fltyhr. 5/31/21 5/25/21 5/26/21 ____1Zi t B yVB Tetii E6 yh�B 1 rtil EB IND total j EB WS Total ED vve Total I Ell WB E13 WB El I W EA I VIII iotai TB W13 Tr,: ii - _ - .. - - - - - - • - - - - - I7:0Q AM - - - 6 1 7r - - - - - a - a a- - - - - a 8 2 1O - - - 1'04 AM a- - - _ - - - - - - - - - - ' 1 7 $ - - - - 7 32 - - - - a - - - - - - - • _ - - a:cx1 AM • - - 5 - - II- _ a - - _Fp a 22 a - - - _ - 4t:OU AM - - - 14 - _ - - - - 5.01) Atli - . 58 31 89 a __ - - - - - - - - - - - - - - - 6:0U AM - - - 81 61 148 - I - - - - - - - r _ a - - S - 1.'16 86 202 - - - - - 7.00 AM • - - - . - - - - - a - - - - - 98 86 184 a. I - - - I 81:10 AM - - - - - - -• - - - - - - 81 52 133 - 5 - - - - - 9:4'0 AM • - - - _ _ - • - - - - _ - - a - - - a - - - 1tLru,;! AM - - - 64 77 141 -- - - - - - 66 '. 59 127 - - - I1:09AM • - - - - — 12:00 PM - - - 79 61 140 • - -- - - - - - 5 _ - - -IrU - 11 69 140 - - - 1:00 P M - - I• _ - - - ' - - 0r' - - . 112 76 188 - - 151 109 260 - - 3:00 PM - - 295 - - - - - 4:00 PM - - 1.88 107 • I - ` 1 - - 173 147 320 • - - 5i05fryry Pill l^ - - - - _ - - - - - 88 15 173 6:0D PM - -_ . _ - - - - - - - - - - 48 64 - _ - - :t;110 pM - - -- B:00 PM - - - 44 45 39 - - - - - - 9:00 PM - - 28 ' 28 56 - !i _ - 17 4 31 ti 10:of1 PM - - — ' 5 5 10 - - - - Inktip PM - - - - — - i - - _ _ _ I'- _ 6 AM -9 - - 301 534 - - - — '363 'I - - - _ - - - - - - - - 512 875 - - 3:00 PM-6O0PEA - -- - - - PM - 1376 1075 2451 6:00 AhMM - 7:00 - - - - ' ` —., - - 12:00AM- 12:00 AM - - 115.10 2287 2397 4t4.4_% 100.0% - - - - - - - - Percent - • - 55.6% AM Peak - 7:40 AM '; 0O AM 5:0D PM 0:00 PM - - - - — —. PMfreak - ran tee Ira tie 120 100 •0 [41 40 30 u Northbound / Eastbound -- MUroute —1 lintel - W'td letatay ~r 11tunas. I Nat —UIwnlap 4.Swtdr• e 4p 40 70 a Southbound Westbound it�' -� �luku� y ��Yt ulay —'Well y CLAN t M .mming5nda'y—'SNJalaf Nathan Warren: (7201660.4048 nathae.etur e n e a pe:u;l estn pcio m Page 1 of 1 Vehicle Volume Report - Hourly Site Description: WCR 50 W/'© WCR 15 Sits Number. ADT2 Start Data: 5)25/2021 End pate: 5/25/3021 a.pexcisg n it.cesda� Wcc4nesc�ay I Thursday Friday Saturday Sunday 3 tiy Avg 5 Day Avg -- - 7 Day Avg - Muntfay� 5/27/21 5/28/211 5//9/21 5/30/21 Tur-T1.0 Mein -fn Mutt -Sun Time 5/31/21 5/25/21 5/26/21 EE.) ws I Tat$ ES I S T�ac.�l I w8 OW, 7�tk•71 ER L�4't5 Total I 1hP8 totiP CB 'NB Total ER 1A R ES W I ES we LB Wit I Total ell . - _ - 12;-171 Afvl ' - 5 1. 6 - - - - - • - - - 1:0OAM - - 7 3 10 - - - - - - - - - - a - - - - - - 2:00A.M - ..- 1 5 6 - - - . _ - - - - - • - - - - - - - - 3:00 AM - - 9 9 18 - 9 10 19 - -- - - - - •- - - 4.00 AM - - - _ 38 I 43 - - - - - - - - I - - - - - - - - - 5:00 AM - - - 81 - - - a - .. . _ a I - 6:00 AM - - 57 78 135 - - _ - - - - -• - - - 1111. 121 232 - - - - • - 7:00 AM - - - - - - • - • - _ - - - - 8:00 AM - 88 105 193 - - 114 ` - - • - - - - - - - - 9`t,0 AM a - - 66 88 _ - - - - • - - • - - - - - 10:00 AM - a 71 70 143 _ - - - - . - 1:'i_0U AM - - - 67 89 176 80 289 - - _ - - a a - - - _ _•- - PM - - - 109 .12:UO - - - - • - - - - - - - PM a - IOC 85 193 - - - 1-00 - 330 216 - - - - - - n - - - - - - - 7,40 PM - - i - ' - - - •- - - PM - - - 120 306 - 3:0U - - - - - - • - - - - - - 4:00 PM - - 213 125 338 - - - - -- i - - - - - - . - I - - - SIu0 DM - - 202 331 - - _129 - PN'ta 415 58 203 - fatG'4] - 133 - - - _ - - - - - - - - 1:€9U PM - - 68 65 - _ _ - 56 '90 106 _ - - - - 8:0U PM ' 9:00 - p - - -_ PM - - • 49 26 75 - - I — • 28 11 39 •- - - ) - - - - - - - - - - 10:00 PM - - _ _ - - - - - - - - - - - - - - - - PM - - 8 9 16 - - - 11:00 _ - . IBM - - a OO • 9:00 AM - - - 304 560 • - , AIM 601 374 975 - - - - - - - 3;OOPM•6:00PIA - • - 1563 1.264 2827 - - 6-00 AM - 7:00 PM • • - - 11:013 1841 1495 ' a ='� � - - -- - elIPIII 1200 AM.- AM - - - _ _ 55.2°. 44.8% 100,0 T. - - - - Y Percent AM Peak PM Peak - 7:00 AM 4:D0 PM 8:0D AM 5:00 PISA - - ` - - - - - 15D $00 1SA 1011 so 0 Northbound / Eastbound itt Mnndiy ®Tur.aay •—.••51J.dstntl..� alnh -/r+tU way 4.4 94 4$ aUutiltw $40 :20 I' IU. 60 a0 20 0 Southbound / Westbound va „591- I t r� �Fdcaktwy =Ctnlay----MSt11nridiy pfonsv - Fella', aSitat111'i'f1' - Met *An Wynn: 171660.4048 lnabhite wsrrttae*padetiv Aeanln PS1ui1 ADr.laelsx Site Dessrlptiian; Wal 13 N/C) WCt4 52 Site Number ADT1 Start Date 5/25,O021 End Date: 5/25/2421 Vehicle Volume Report - Hourly apex Monday Tuescia%r Wedr1 day Thursday Friday I Saturday Sunday 3 Day Avg 5 Day Aug 7 Oa�y'Avg flint! 5/31/21 5125,121 ! 5/26/21 5/27/21 S/28)21 5/29111 5,..30,12.1 Tue_•Thu tr ontt:rt. _t•Sun __ _ _ _ h1B , SB Total N8 58. Total i N13 59 Total N8 58 tootal NIB 5TH iota,' Pdf3 58 Total NB 58 Total - NB I 58 I N8 I $5 NB SB 11:00 MO - - - 2 6 8 - • - - - - a - - - - - - , - - - . - - - - - - - a - - - - - a - . - - - - - 1;O0 AM - - - 2- 2 i 4 2:00 Aril - r - - 4 4 8 • - - - • - _ - _ - - - - t - - - - - - - 310'0 AM - - • U. 2 33 - I - - - - - - - - - - a . - - I - - 4:00AM - • - 16 25 41 - - - - - - - - - - - - - - - 5;O0 AM - - - 51 38 89 - - - - _ - - - . - - - - a - • ti:00 AM • - - 151 62 2:1.3 - - - - - a - • - - - - - - - 7;00 AMt - 5 - 192 107 299 - - - - - - - - - , , . - - - 8:A0 AM - - - 152 108 260 - - - - - - - - - - - - - - - - _ 9:O0 AM - - • 114 94 208 - - - - - - - - - - - - 10:00 AM - - - 133 92 2:25 - - - - - - - - - - - - - - - - _ _ _ 31:00 AM MOM - 103 111 214 - - - - - - - - - - - - - - - H - - - 12;C70 PN1 - -• 1.31 11O 241 - • - - - - a - - - - - - 1:00 PM - - 137 327 264 - '- - - - _ - - - - - - - - - - -- - - - 2:i7t1 P 11 a l - - 5' , 135 232 - - a - - - , a - - - - . 3TOO PM - - - 11t.: 150 301 - I - - - - - - - - I - - - - - - - 4:00PM _ - - - t,S 188. 313 - - - a - - - I - - - - - - - - 5:00 PlY1 - - - 142 2 5.4 ?S6 - - - • - _ - - - - • - . 5:00 PM - - - 80 117 197 - - — - - - - - - a - _ . 7103 PM - - - 48 UT 165 - - - - - - - - - - 8:03 PM - - - 21 29 S0 - i - - - - - - - - - - - - - _ 9:O0 PM' - U 22 33 -• . - a_ - - - 10:00 P IV1' - - 7 13 20 - - - - - - - a . - - - - - 11:00 PM - - 8 3 11 - - - - - - - - - - - - - - - - 6:00 AM 9:00 AM - - - 405 277 772 - - - _ - - - I• - - - - - _ - - - II 300 PM- 6:04 Pty'l - - - 412 558 97O - - - - - - - - - - - - - - - - 6:OO AtV1- 7:OO PM a - 1701 1611 3313 - I� - - P AM 2.:00 AM _ - - - 1863 1882 MSS , _.r _ - 12'OO - Parr r..,.tt - - - 5040% 50.0% 10D, - AM PM Peak Ptak - 7:t00 AM 8:0O AIM - 5:114 nMti 6:00 PM - - 1m 101 Northbound/ Eastbound DS lett !a4 76 % V' ---,-Malln10 •s- Mirada y --ikrslnflieGy ihuvtdny itulay =SiWturi7 ••••• Steeds it PSO 100 130 100 01 0 _ af �-•. T nrxf t Southbound / Westbound �4. i' - Wntnetday bog Y Y 0� today—�Sauxlrlay �Sunitoy Vhalam. Wave: (72O) 66D-4048 nathan,warrettegapesdtt eptecm spiel AQT1_xlax DELICH ASSOCIATES 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 Phone: (970) 669-2061 TABULAR SUMMARY OF VEHICLE COUNTS Date: 11/1/2022 Observer: Vickie Day: Tuesday Jurisdiction: Weld County R = right turn S = straight L = left turn Intersection: SH257/WCR54 Time Begins Northbound: SH257 Southbound: SH257 Total north/south Eastbound: WCR54 Westbound: WCR54 Total east/west Total All L S R Total L S • R Total L S R Total L S R Total 7:00 • 20 69 I 7 :.6 c 3 64 • 24 ° .'.---...°.c................................. 187 ■ 39 31 I 9 l9, • 1..!11111:1 8 67 23 98 1774 151 ■!11.1.111.1:::° .1...--°-.--°-.i , 7:15 • 18 106 2 M ! 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EBL EBT -NiT ima EBR WBL 1- t -, r P \D WBT WBR NBL NBT NBR SBL i SBT SBR i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 151 151 0 1.00 1.00 1826 166 0.91 5 297 0.10 1739 1 124 124 0 1.00 No 1826 1826 136 36 0.91 0.91 5 5 378 100 0.27 0.26 1391 368 47 47 0 1.00 1.00 li 42 42 0 1.00 1.00 1826 46 0.91 5 403 0.05 1739 257 257 0 1.00 No 1826 282 0.91 5 336 0.23 1474 62 62 0 1.00 1.00 1826 57 0.91 5 68 0.22 298 113 113 0 1.00 1.00 1826 124 0.91 5 425 0.07 1739 1 398 398 0 1.00 No 1826 437 0.91 5 736 0.44 1685 li 31 23 31 23 0 0 1.00 1.00 1.00 1.00 1826 1826 31 25 0.91 0.91 5 5 52 368 0.42 0.04 120 1739 295 295 0 1.00 No 1826 324 0.91 5 570 0.40 1410 85 85 0 1.00 1.00 1826 81 0.91 5 142 0.39 352 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile Back0f0(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 166 1739 5.8 5.8 1.00 297 0.56 297 1.00 1.00 22.0 2.3 0.0 2.3 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 172 1760 6.7 6.7 0.21 479 0.36 523 1.00 1.00 24.8 0.5 0.0 2.5 46 1739 1.6 1.6 1.00 403 0.11 459 1.00 1.00 22.5 0.1 0.0 0.6 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 339 1772 15.4 15.4 0.17 404 0.84 505 1.00 1.00 31.1 9.9 0.0 7.0 124 1739 3.3 3.3 1.00 425 0.29 446 1.00 1.00 13.4 0.4 0.0 1.1 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 468 1804 16.6 16.6 0.07 788 0.59 788 1.00 1.00 18.1 3.3 0.0 6.5 25 1739 0.7 0.7 1.00 368 0.07 446 1.00 1.00 14.5 0.1 0.0 0.2 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 24.3 0.0 25.3 22.7 0.0 41.0 13.8 0.0 21.3 14.5 0.0 C A C C A D B A C B 405 1762 15.0 15.0 0.20 712 0.57 712 1.00 1.00 19.5 3.3 0.0 5.9 22.8 A C Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 338 24.8 C 385 38.8 D 592 19.8 B 1 2 3 4 5 6 7 8 430 22.3 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 6.2 4.0 6.0 2.7 0.0 42.8 7.0 33.0 18.6 2.1 7.3 4.0 6.0 3.6 0.0 27.9 6.0 24.0 8.7 0.6 9.0 4.0 6.0 5.3 0.0 40.0 7.0 33.0 17.0 1.9 11.0 4.0 7.0 7.8 0.0 24.2 6.0 23.0 17.4 0.8 HCM 6th Ctrl Delay HCM 6th LOS 25.6 C Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn Timing Report, Sorted By Phase Recent AM 17: SH257 & WCR54 Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL 1/1/BL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 40 10 30 10 40 11 29 Maximum Split C/0) 11.1% 44.4% 11.1% 33.3% 11.1% 44.4% 12.2% 32.2% Minimum Split (s) 10 25 10 24 10 25 10 24 Yellow Time (s) 3 5 3 4 3 5 3 4 All -Red Time (s) 1 2 1 2 1 2 1 2 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 50 60 0 10 50 61 End Time (s) 10 50 60 0 10 50 61 0 Yield/Force Off (s) 6 43 56 84 6 43 57 84 Yield/Force Off 170(s) 6 32 56 73 6 32 57 73 Local Start Time (s) 80 0 40 50 80 0 40 51 Local Yield (s) 86 33 46 74 86 33 47 74 Local Yield 170(s) 86 22 46 63 86 22 47 63 Intersection Summary Cycle Length Control Type Natural Cycle 90 Actuated -Uncoordinated 70 Splits and Phases: 17: SH257 & WCR54 \tisi to2 �- _ . s JO j "40s I Nilo s _ 30s ig illifilill I CO Ireik - �: �2 10S II 40s li11s I29s Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn Queues Recent AM 17: SH257 & WCR54 ..fr -IP• 1.. 4- 4\ t \* iv Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 166 188 46 350 124 471 25 417 v/c Ratio 0.59 0.35 0.10 0.80 0.30 0.57 0.06 0.60 Control Delay 27.1 24.4 17.0 45.0 12.8 22.5 10.7 25.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 27.1 24.4 17.0 45.0 12.8 22.5 10.7 25.3 Queue Length 50th (ft) 60 76 15 175 34 173 6 179 Queue Length 95th (ft) 105 136 37 #296 64 332 18 280 Internal Link Dist (ft) 10466 1736 13217 728 Turn Bay Length (ft) 185 180 700 700 Base Capacity (vph) 282 540 444 493 413 827 430 694 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.59 0.35 0.10 0.71 0.30 0.57 0.06 0.60 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn HCM 6th Signalized Intersection Summary Recent PM 17: SH257 & WCR54 Movement ." EBL EBT -NiT ima EBR WBL 1- t -, r WBT WBR NBL NBT P \D NBR SBL i SBT SBR i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 135 135 0 1.00 1.00 1826 152 0.89 5 380 0.10 1739 1+ 296 296 0 1.00 No 1826 333 0.89 5 391 0.26 1524 58 58 0 1.00 1.00 1826 56 0.89 5 66 0.24 256 li 44 44 0 1.00 1.00 1826 49 0.89 5 229 0.05 1739 1+ 169 169 0 1.00 No 1826 190 0.89 5 338 0.21 1598 28 28 0 1.00 1.00 1826 23 0.89 5 41 0.20 193 iti 56 56 0 1.00 1.00 1826 63 0.89 5 330 0.06 1739 1+ 367 367 0 1.00 No 1826 412 0.89 5 649 0.42 1547 62 62 0 1.00 1.00 1826 63 0.89 5 99 0.41 237 li 60 60 0 1.00 1.00 1826 67 0.89 5 381 0.06 1739 1.00 No 1826 462 0.89 5 634 0.42 1507 T 411 82 411 82 0 0 1.00 1.00 1826 83 0.89 5 114 0.41 271 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile Back0f0(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 152 1739 5.2 5.2 1.00 380 0.40 402 1.00 1.00 20.5 0.7 0.0 1.9 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 389 1780 16.9 16.9 0.14 456 0.85 549 1.00 1.00 28.7 10.7 0.0 7.7 49 1739 1.7 1.7 1.00 229 0.21 286 1.00 1.00 23.6 0.5 0.0 0.7 21.1 0.0 39.4 24.1 C A D C 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 213 1791 8.6 8.6 0.11 379 0.56 509 1.00 1.00 28.6 1.3 0.0 3.5 63 1739 1.6 1.6 1.00 330 0.19 378 1.00 1.00 14.3 0.3 0.0 0.5 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 475 67 1783 1739 17.1 1.7 17.1 1.7 0.13 1.00 749 381 0.63 0.18 749 427 1.00 1.00 1.00 1.00 18.6 13.3 4.1 0.2 0.0 0.0 6.7 0.6 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 545 1777 20.8 20.8 0.15 748 0.73 748 1.00 1.00 19.6 6.1 0.0 8.4 0.0 29.9 14.5 0.0 22.7 13.5 0.0 25.8 A C B A C B A C Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 541 34.3 C 1 2 3 262 28.8 C 538 21.8 C 4 5 6 7 8 612 24.4 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 7.9 4.0 6.0 3.7 0.0 40.0 7.0 33.0 19.1 2.1 7.3 4.0 6.0 3.7 0.0 25.8 6.0 24.0 18.9 0.9 7.8 4.0 6.0 3.6 0.0 40.1 11.0 7.0 4.0 33.0 8.0 22.8 7.2 2.2 0.0 22.1 6.0 22.0 10.6 0.7 HCM 6th Ctrl Delay HCM 6th LOS 27.0 C Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn Timing Report, Sorted By Phase Recent PM 17: SH257 & WCR54 Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL 1/1/BL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 40 10 30 10 40 12 28 Maximum Split C/0) 11.1% 44.4% 11.1% 33.3% 11.1% 44.4% 13.3% 31.1% Minimum Split (s) 10 25 10 24 10 25 10 24 Yellow Time (s) 3 5 3 4 3 5 3 4 All -Red Time (s) 1 2 1 2 1 2 1 2 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 50 60 0 10 50 62 End Time (s) 10 50 60 0 10 50 62 0 Yield/Force Off (s) 6 43 56 84 6 43 58 84 Yield/Force Off 170(s) 6 32 56 73 6 32 58 73 Local Start Time (s) 80 0 40 50 80 0 40 52 Local Yield (s) 86 33 46 74 86 33 48 74 Local Yield 170(s) 86 22 46 63 86 22 48 63 Intersection Summary Cycle Length Control Type Natural Cycle 90 Actuated -Uncoordinated 80 Splits and Phases: 17: SH257 & WCR54 \tisi to2 �- _ . , 1Os j "40s I Nilo s _ 305 ig 411\ 91C Ire - I;" .an 1. Li 10s II 40s li12s I28 5 li Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn Queues Recent PM 17: SH257 & WCR54 ..fr -IP• 1.. 4- 4\ t \* iv Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 152 398 49 221 63 482 67 554 v/c Ratio 0.39 0.76 0.17 0.57 0.19 0.65 0.17 0.75 Control Delay 20.6 38.5 18.0 34.1 11.9 26.3 11.6 30.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 20.6 38.5 18.0 34.1 11.9 26.3 11.6 30.5 Queue Length 50th (ft) 54 204 16 102 17 224 18 273 Queue Length 95th (ft) 95 #342 38 170 36 335 38 #443 Internal Link Dist (ft) 10466 1736 13217 728 Turn Bay Length (ft) 185 180 700 700 Base Capacity (vph) 393 548 285 503 328 740 385 738 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.39 0.73 0.17 0.44 0.19 0.65 0.17 0.75 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn HCM 6th TWSC Recent AM 4: SH257 & WCR48 1/2 Intersection Int Delay, s/veh 0.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 4 4 0 Stop M. 87 5 5 Minor2 4 0 0 0 Stop 0 0 87 5 0 5 5 0 Stop None 87 5 6 0 0 0 Stop M. M. 87 5 0 Minor1 4 0 0 0 Stop 0 0 87 5 0 0 0 0 Stop None MI MI 87 5 0 4 21 499 21 499 0 0 Free Free 87 5 24 Major1 M. 0 0 87 5 574 0 0 0 Free None 87 5 0 0 0 0 Free 87 5 0 Major2 4 385 385 0 Free 0 0 87 5 443 7 7 0 Free None MI 87 5 8 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1069 447 622 7.15 6.15 6.15 3.545 196 585 469 1069 447 622 6.55 5.55 5.55 4.045 219 568 474 447 1072 - 622 - 450 6.25 7.15 - 6.15 - 6.15 3.345 3.545 605 196 - 469 - 583 1073 574 451 0 0 574 622 - - - - 451 - - - - 6.55 6.25 4.15 - - 4.15 5.55 - - - - 5.55 - - - - 4.045 3.345 2.245 - - 2.245 217 513 1094 - - 984 474 - - - - 566 - - - - 191 212 605 189 210 513 1094 191 212 - 189 210 566 568 - 454 459 454 459 - 577 566 Approach EB WB MI mi NB IM M. IM IM - 984 SB 0 0 HCM Control Delay, s 17.1 HCM LOS C 0 A 0.3 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1094 0.022 8.4 A 0.1 - - 308 - - 0.034 0 - 17.1 A - C - - 0.1 984 0 0 A A - 0 M. M. IM Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 4: SH257 & WCR48 1/2 Intersection Int Delay, s/veh 0.2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 0 0 0 Stop M. 94 5 0 Minor2 4 0 0 0 Stop 0 0 94 5 0 16 16 0 Stop None 94 5 17 0 0 0 Stop M. M. 94 5 0 Minor1 4 0 0 0 Stop 0 0 94 5 0 4 1 3 492 0 1 3 492 0 0 0 0 0 Stop Free Free Free None - None MI MI M. 0 - 0 94 94 94 5 5 5 1 3 523 Major1 94 5 0 0 0 0 Free 94 5 0 Major2 4 511 4 511 4 0 0 Free Free None 0 0 94 5 544 MI 94 5 4 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1076 546 530 7.15 6.15 6.15 3.545 194 517 527 1075 546 529 6.55 5.55 5.55 4.045 217 513 522 546 6.25 3.345 532 1084 529 555 7.15 6.15 6.15 3.545 192 528 511 1077 529 548 6.55 5.55 5.55 4.045 216 522 512 523 548 0 0 523 MI MI 6.25 4.15 3.345 2.245 548 1007 MI M 193 216 532 185 215 548 1007 193 216 - 185 215 515 513 - 526 520 524 520 - 495 512 Approach EB WB MI MI NB IM IM M. IM IM M. IM IM M. IM IM - 4.15 - 2.245 - 1028 - 1028 SB 0 0 HCM Control Delay, s 12 HCM LOS B 11.6 B 0.1 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1007 0.003 8.6 A 0 - - 532 548 1028 - - 0.032 0.002 0 - 12 11.6 0 A - B B A - - 0.1 0 0 M. M. IM Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn HCM 6th TWSC Recent AM 3: WCR17 & WCR48 1/2 Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 11 11 0 Stop 0 0 0 85 5 13 1+ 4 11 167 7 2 130 11 167 7 2 130 0 0 0 0 0 Stop Free Free Free Free None None - None 85 5 13 0 0 85 5 196 M. M. 85 5 8 85 5 2 Minor1 Major1 Major2 MI 0 0 85 5 153 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 357 200 200 157 6.45 6.25 5.45 5.45 - 3.545 3.345 635 833 827 864 634 833 634 827 862 Approach WB 0 0 204 0 NB M. M. - 4.15 M. - 2.245 - 1350 M. M. - 1350 M. M. SB HCM Control Delay, s 10.2 HCM LOS B 0 0.1 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 720 1350 - 0.036 0.002 - 10.2 7.7 0 - B A A - 0.1 0 Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 3: WCR17 & WCR48 1/2 Intersection Int Delay, s/veh Movement 0.4 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized - Storage Length 0 Veh in Median Storage, # 0 Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow tie 7 7 0 Stop 0 92 5 8 Major/Minor Minor1 4 4 0 Stop None 92 5 4 1 201 15 201 15 0 0 Free Free - None 0 0 92 5 218 M. M. 92 5 16 9 9 0 Free 92 5 10 Major1 Major2 4 294 294 0 Free None MI 0 0 92 5 320 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 566 226 340 6.45 5.45 5.45 3.545 481 805 714 477 477 805 708 Approach WB 226 6.25 3.345 806 806 0 0 234 NB M. M. - 4.15 M. - 2.245 - 1316 M. M. - 1316 M. M. MI SB 0 HCM Control Delay, s 11.6 HCM LOS B Minor Lane/Major Mvmt 0 0.2 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 560 1316 - 0.021 0.007 - 11.6 7.8 - B A - 0.1 0 0 A Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn HCM 6th TWSC Recent AM 5: WCR17 & WCR50 Intersection Int Delay, s/veh 3.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'e' Traffic Vol, veh/h 97 22 31 133 90 58 Future Vol, veh/h 97 22 31 133 90 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 Mvmt Flow 108 24 34 148 100 64 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 348 132 164 0 - 0 Stage 1 132 - - - Stage 2 216 - - - Critical Hdwy 6.45 6.25 4.15 - Critical Hdwy Stg 1 5.45 - - - Critical Hdwy Stg 2 5.45 - - - Follow-up Hdwy 3.545 3.345 2.245 - Pot Cap -1 Maneuver 643 909 1396 - - Stage 1 887 - - - Stage2 813 - - - Platoon blocked, % - Mov Cap -1 Maneuver 626 909 1396 - Mov Cap -2 Maneuver 626 - - - Stage 1 863 - - - Stage 2 813 - - - MN M Approach EB NB SB HCM Control Delay, s 11.8 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1396 - 664 HCM Lane V/C Ratio 0.025 - 0.199 HCM Control Delay (s) 7.6 0 11.8 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0.7 Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 5: WCR17 & WCR50 Intersection Int Delay, s/veh 4.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 125 125 0 Stop 0 0 0 93 5 134 67 67 0 Stop None 93 5 72 39 39 0 Free 93 5 42 4 184 184 0 Free None M. 0 0 93 5 198 14 243 243 0 Free 0 0 93 93 5 5 261 133 124 124 0 Free None Minor2 Major1 Major2 MI MI Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 610 328 282 6.45 5.45 5.45 3.545 453 723 759 328 394 0 - 0 6.25 4.15 3.345 2.245 706 1148 434 706 1148 434 693 759 Approach EB NB M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 17.1 1.4 HCM LOS C Minor Lane/Major Mvmt 0 NBL NBT EBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1148 - 501 0.037 - 0.412 8.3 0 17.1 A A C 0.1 - 2 Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn HCM 6th Roundabout Recent AM 11: WCR17 & WCR54 Intersection Intersection Delay, s/veh 7.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 238 Demand Flow Rate, veh/h 249 Vehicles Circulating, veh/h 233 Vehicles Exiting, veh/h 456 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.3 Approach LOS A Lane 1 1 488 512 331 179 0 1.000 10.2 B 1 1 370 388 230 231 0 1.000 5.4 A 1 1 194 203 552 281 0 1.000 6.2 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 21 4.976 10 4.976 108 4.976 66 Entry Flow, veh/h 228 1090 502 1036 280 1150 137 867 Cap Entry Lane, veh/h 1088 0.952 985 0.952 1091 0.952 786 0.952 Entry HV Adj Factor 0.954 20 0.952 10 0.954 103 0.953 63 Flow Entry, veh/h 218 1038 478 987 267 1095 131 825 Cap Entry, veh/h 1038 0.019 937 0.010 1041 0.094 749 0.076 V/C Ratio 0.210 3.6 0.510 3.7 0.257 4.1 0.174 5.1 Control Delay, s/veh 5.4 A 10.3 A 5.9 A 6.7 A LOS A 0 B 0 A 0 A 0 95th %tile Queue, veh 1 3 1 1 Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn Lanes and Geometrics 11: WCR17 & WCR54 Recent AM Lane Group EBL EBT -NiT ima EBR WBL 1- WBT k. 4\ t fi \D ir WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) Lane Width (ft) Grade C/0) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 r 4 r 4 r 4 r 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 0 200 0 200 0 200 0 200 0 1 0 1 0 1 0 1 25 25 25 25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.850 0.850 0.850 0.850 0.989 0.991 0.991 0.999 0 1790 1538 0 1793 1538 0 1793 1538 0 1808 1538 0.989 0.991 0.991 0.999 0 1790 1538 0 1793 1538 0 1793 1538 0 1808 1538 55 55 45 30 10445 10546 1483 1479 129.5 130.7 22.5 33.6 Area Type: Other Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn HCM 6th Roundabout Recent PM 11: WCR17 & WCR54 Intersection Intersection Delay, s/veh 9.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 556 Demand Flow Rate, veh/h 584 Vehicles Circulating, veh/h 410 Vehicles Exiting, veh/h 288 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 12.8 Approach LOS B Lane 1 1 332 348 329 467 0 1.000 7.6 A 1 1 353 370 572 386 0 1.000 7.5 A 1 1 352 369 392 281 0 1.000 7.1 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 36 4.976 4 4.976 146 4.976 63 Entry Flow, veh/h 548 931 344 1036 224 857 306 1029 Cap Entry Lane, veh/h 908 0.952 987 0.952 770 0.952 925 0.952 Entry HV Adj Factor 0.952 34 0.952 4 0.954 139 0.953 60 Flow Entry, veh/h 522 886 328 987 214 816 292 980 Cap Entry, veh/h 865 0.038 939 0.004 734 0.170 882 0.061 V/C Ratio 0.603 4.4 0.349 3.7 0.291 6.2 0.331 4.2 Control Delay, s/veh 13.3 A 7.6 A 8.4 A 7.7 A LOS B 0 A 0 A 1 A 0 95th %tile Queue, veh 4 2 1 1 Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn Lanes and Geometrics 11: WCR17 & WCR54 Recent PM Lane Group EBL EBT -NiT ima EBR WBL 1- WBT k. 4\ t fi \D ir WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ideal Flow (vphpl) Lane Width (ft) Grade C/0) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 r 4 r 4 r 4 r 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 12 12 12 12 12 12 12 12 12 12 12 12 0% 0% 0% 0% 0 200 0 200 0 200 0 200 0 1 0 1 0 1 0 1 25 25 25 25 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.850 0.850 0.850 0.850 0.991 0.985 0.989 0.996 0 1793 1538 0 1782 1538 0 1790 1538 0 1802 1538 0.991 0.985 0.989 0.996 0 1793 1538 0 1782 1538 0 1790 1538 0 1802 1538 55 55 45 30 10445 10546 1483 1479 129.5 130.7 22.5 33.6 Area Type: Other Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn HCM 6th TWSC Recent AM 8: WCR13 & WCR54 Intersection Int Delay, s/veh 8.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ili Traffic Vol, veh/h 66 Future Vol, veh/h 66 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length 410 Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow M. t r II 14 S 171 25 20 256 37 21 90 171 25 20 256 37 21 90 0 0 0 0 0 0 0 Free Free Free Free Free Stop Stop - None - - None - - - 400 340 - 0 - 0 85 85 5 5 78 201 Major/Minor Major1 85 5 29 M MI - 0 - 0 85 85 5 5 24 301 Major2 MI 85 5 44 - 0 - 0 85 85 5 5 25 106 Minor1 12 12 0 Stop None 15 15 0 Stop 85 85 5 5 14 18 Minor2 4 76 76 0 Stop 0 0 85 5 89 47 47 0 Stop None MI 85 5 55 Conflicting Flow All 345 Stage 1 Stage 2 Critical Hdwy 4.15 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1197 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1197 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 230 M. M. - 4.15 M. - 2.245 - 1320 M. - 1320 M. M. WB 0 0 800 750 - 357 357 - 443 393 - 7.15 6.55 - 6.15 5.55 - 6.15 5.55 - 3.545 4.045 - 300 336 - 655 623 - 588 601 MI 201 803 757 323 - 371 371 - 432 386 6.25 7.15 6.55 6.25 - 6.15 5.55 - 6.15 5.55 - 3.345 3.545 4.045 3.345 832 298 333 711 - 643 614 - 596 605 M. M. - 201 308 832 202 306 711 - 201 308 - 202 306 - 612 583 - 601 603 - 453 590 - 448 566 NB SB M. HCM Control Delay, s 2.1 HCM LOS Minor Lane/Major Mvmt NBLn1 EBL 0.5 27.8 D EBT EBR WBL WBT WBR SBLn1 23.4 C Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 299 1197 0.484 0.065 27.8 8.2 D A 2.5 0.2 M. M. - 1320 - 0.018 - 7.8 - A - 0.1 - 355 - 0.457 - 23.4 IM C - 2.3 Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 8: WCR13 & WCR54 Intersection Int Delay, s/veh 14.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Ili Traffic Vol, veh/h 49 Future Vol, veh/h 49 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized Storage Length 410 Veh in Median Storage, # - Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow M. t 286 286 0 Free 0 - 0 91 91 91 5 5 5 54 314 32 r II 14 S 29 11 237 23 18 79 29 11 237 23 18 79 0 0 0 0 0 0 Free Free Free Free Stop Stop None - None - - 400 340 Major/Minor Major1 - 0 - 0 91 91 5 5 12 260 Major2 MI MI M. 0 0 91 91 91 91 91 5 5 5 5 5 25 20 87 27 48 25 25 0 Stop None 44 44 0 Stop Minor1 Minor2 4 144 144 0 Stop 0 0 91 91 5 5 158 59 54 54 0 Stop None MI Conflicting Flow All 285 Stage 1 Stage 2 Critical Hdwy 4.15 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1260 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1260 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 0 346 0 0 827 731 314 792 751 - 422 422 - 297 297 - 405 309 - 495 454 - 7.15 6.55 6.25 7.15 6.55 - 6.15 5.55 - 6.15 5.55 - 6.15 5.55 - 6.15 5.55 - - 3.545 4.045 3.345 3.545 4.045 3.345 - 287 345 719 303 336 759 - 604 583 - 705 662 - 617 654 - 551 564 M. M. - 4.15 M. - 2.245 - 1196 M. - 1196 M. M. WB MI 273 6.25 M. M. - 155 327 719 223 318 759 - 155 327 - 223 318 - 578 558 - 675 655 - 427 647 - 428 540 NB SB M. HCM Control Delay, s 1.1 HCM LOS Minor Lane/Major Mvmt 0.3 25.1 D NBLn1 EBL EBT EBR WBL WBT WBR SBLn1 46.4 E Capacity (veh/h) 311 1260 HCM Lane V/C Ratio 0.431 0.043 HCM Control Delay (s) 25.1 8 HCM Lane LOS D A HCM 95th %tile Q(veh) 2.1 0.1 M. M. - 1196 - - 336 - 0.01 - 8 - A - 0 m. - 0.791 - 46.4 - E - 6.5 Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn HCM 6th TWSC Recent AM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Intersection Int Delay, s/veh Movement 1.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 16 16 0 Stop None 85 63 19 1 107 107 0 Free 0 0 85 5 126 2 2 0 Free None M. M. 85 50 2 16 16 0 Free 85 50 19 Minor1 Major1 Major2 4 105 105 0 Free None MI 0 0 85 5 124 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 289 127 127 162 6.9 6.83 5.9 5.9 - 3.95 3.867 611 783 793 763 601 783 601 793 750 Approach WB 0 0 128 0 NB M. M. - 4.6 M. - 2.65 - 1209 M. M. - 1209 M. M. SB HCM Control Delay, s 9.9 HCM LOS A 0 1.1 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 758 1209 - 0.028 0.016 - 9.9 8 0 - AAA - 0.1 0 Scenario 1 11/21/2022 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop M. 0 0 0 85 50 2 2 2 0 Stop None 85 63 2 1 120 120 0 Free 0 0 85 85 85 5 50 50 141 1 7 4 1 6 178 1 6 178 0 0 0 Free Free Free None - None M. M. Minor1 Major1 Major2 MI 0 0 85 5 209 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 365 142 142 223 6.9 6.83 5.9 5.9 - 3.95 3.867 549 767 780 713 545 767 545 780 708 Approach WB 0 0 142 0 NB M. M. - 4.6 M. - 2.65 - 1193 M. M. - 1193 M. M. SB HCM Control Delay, s 10.7 HCM LOS B Minor Lane/Major Mvmt 0 0.3 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 637 1193 - 0.007 0.006 - 10.7 8 0 - B A A - 0 0 Scenario 1 11/21/2022 Synchro 11 Light Report recent pm.syn UNSIGNALIZED INTERSECTIONS Level -of -Service Average Delay Total sec/veh A <10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 APPENDIX D item L Value Units Notes - Mining Information Mining Rates 200)000 r togyr _ Farthest location to internal haul roads Mining Direction - - central point on Days hauling 5 days/week Daylight only Days mining 6 days/week Daylight only. Stockpile Size 5,000 tons - - Adequate to drain Excavator size 850 Caterpi liar Truck size 22 ton/load 15 ton tandum trucks No Trucks _ 4 ea operational Hauling time ' 26Q day Hauling time I 8.5 hrsfdayr ons Hauled Per Day i 769 ton/day rip Ends 70 eaiday In and out counts as a trip end (112 this is loads per day) Trip Rate 4.11 Trucksjhr One Way !Material Properties In -place alluvium 1.9 SG assumed ..6 tonicy temporary stockpile 1.,615 SG 15% swell assumed L36 ton,/cy Fines 2 'percent testing average - ignore sample 1 1.7 % 143 ton/cy Fine Aggregate 5 2.7 , percent from testing average Coarse Aggregate 45.3 percent from testing average Design Criteria Flood conveyance 100 yr spillways designs operational frequency 25 yr road crossings, pit operations Property/structure offset 5 f°t River offset 200 ft Walt to check with DBMS on offsets. - frequency instead? APPENDIX E HCM 6th TWSC Short Total AM 3: WCR17 & WCR48 1/2 Route #1 Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 12 12 0 Stop 0 0 0 85 5 14 Minor1 16 16 0 Stop None 85 31 19 1 184 184 0 Free 0 0 85 5 216 8 6 8 6 0 0 Free Free None - M. M. 85 5 9 85 67 7 Major1 Major2 4 144 144 0 Free None MI 0 0 85 5 169 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 404 221 221 183 6.45 6.51 5.45 5.45 - 3.545 3.579 597 751 809 841 593 751 593 809 835 Approach WB 0 0 225 NB M. M. - 4.77 M. - 2.803 - 1039 M. M. - 1039 M. M. SB 0 HCM Control Delay, s 10.6 HCM LOS B 0 0.3 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 674 1039 - 0.049 0.007 - 10.6 8.5 - B A - 0.2 0 0 A Scenario 1 11/21/2022 Synchro 11 Light Report st am.syn HCM 6th TWSC Short Total PM 3: WCR17 & WCR48 1/2 Route #1 Intersection Int Delay, s/veh Movement 0.5 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized - Storage Length 0 Veh in Median Storage, # 0 Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 8 8 0 Stop 0 92 5 9 8 8 0 Stop None 92 53 9 1 222 222 0 Free 0 0 92 92 5 5 241 18 17 17 0 Free None M. M. 14 14 0 Free 92 32 15 Minor1 Major1 Major2 4 325 325 0 Free None MI 0 0 92 5 353 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 633 250 250 383 6.45 6.73 5.45 5.45 - 3.545 3.777 439 679 785 683 432 679 432 785 672 Approach WB 0 0 259 0 NB M. M. - 4.42 M. - 2.488 - 1150 M. M. - 1150 M. M. SB HCM Control Delay, s 12.1 HCM LOS B Minor Lane/Major Mvmt 0 0.3 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 528 1150 - 0.033 0.013 - 12.1 8.2 0 - B A A - 0.1 0 Scenario 1 11/21/2022 Synchro 11 Light Report st pm.syn HCM 6th TWSC Short Total AM 5: WCR17 & WCR50 Route #1 Intersection Int Delay, s/veh 3.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'e' 4 14 Traffic Vol, veh/h 107 24 34 151 103 64 Future Vol, veh/h 107 24 34 151 103 64 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 Mvmt Flow 119 27 38 168 114 71 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 394 150 185 0 - 0 Stage 1 150 - - - Stage 2 244 - - - Critical Hdwy 6.45 6.25 4.15 - Critical Hdwy Stg 1 5.45 - - - Critical Hdwy Stg 2 5.45 - - - Follow-up Hdwy 3.545 3.345 2.245 - Pot Cap -1 Maneuver 605 889 1372 - - Stage 1 870 - - - Stage 2 790 - - - Platoon blocked, % - Mov Cap -1 Maneuver 586 889 1372 - Mov Cap -2 Maneuver 586 - - - Stage 1 843 - - - Stage 2 790 - - - MN M Approach EB NB SB HCM Control Delay, s 12.5 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1372 - 625 HCM Lane V/C Ratio 0.028 - 0.233 HCM Control Delay (s) 7.7 0 12.5 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0.9 Scenario 1 11/21/2022 Synchro 11 Light Report st am.syn HCM 6th TWSC Short Total PM 5: WCR17 & WCR50 Route #1 Intersection Int Delay, s/veh 5.4 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 138 138 0 Stop 0 0 0 93 5 148 74 74 0 Stop None 93 5 80 43 43 0 Free 93 5 46 Minor2 Major1 4 207 207 0 Free None M. 0 0 93 5 223 14 272 272 0 Free 0 0 93 5 292 Major2 137 137 0 Free None MI MI 93 5 147 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 681 366 439 366 315 6.45 6.25 4.15 5.45 5.45 - 3.545 3.345 2.245 411 673 1105 695 733 391 673 1105 391 662 733 Approach EB NB 0 - 0 M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 20.4 1.4 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 0 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1105 - 458 0.042 - 0.498 8.4 0 20.4 A A C 0.1 - 2.7 Scenario 1 11/21/2022 Synchro 11 Light Report st pm.syn HCM 6th TWSC Short Total AM 5: WCR17 & WCR50 Route #1 - Required Geometry Intersection Int Delay, s/veh 3.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 107 107 0 Stop 0 0 0 90 5 119 24 24 0 Stop None 90 5 27 34 34 0 Free 200 90 5 38 Minor2 Major1 t t r 151 103 64 151 103 64 0 0 0 Free Free Free None - None M. 0 0 90 5 168 - 200 0 0 90 5 114 Major2 90 5 71 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 358 114 244 6.45 5.45 5.45 3.545 634 903 790 114 185 6.25 4.15 3.345 2.245 931 1372 616 931 1372 616 878 790 Approach EB NB 0 - 0 M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 12 1.4 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 0 SBT SBR Capacity (veh/h) 1372 HCM Lane V/C Ratio 0.028 HCM Control Delay (s) 7.7 HCM Lane LOS A HCM 95th %tile Q(veh) 0.1 - 657 - 0.222 - 12 - B - 0.8 Scenario 1 11/22/2022 Synchro 11 Light Report st am required geo.syn HCM 6th TWSC Short Total PM 5: WCR17 & WCR50 Route #1 - Required Geometry Intersection Int Delay, s/veh 4.7 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 138 138 0 Stop 0 0 0 93 5 148 74 74 0 Stop None li 43 43 0 Free - 200 93 5 80 93 5 46 Minor2 Major1 t 207 207 0 Free None M. 0 0 93 5 223 t 272 272 0 Free Pi 137 137 0 Free None - 200 0 0 93 5 292 Major2 93 5 147 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 607 292 315 6.45 5.45 5.45 3.545 455 751 733 292 439 6.25 4.15 3.345 2.245 740 1105 436 740 1105 436 719 733 Approach EB NB 0 - 0 M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 17.7 1.4 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 0 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1105 - 509 0.042 - 0.448 8.4 - 17.7 A - C 0.1 - 2.3 Scenario 1 11/22/2022 Synchro 11 Light Report st pm required geo.syn HCM 6th Roundabout Short Total AM 11: WCR1 7 & WCR54 Route #1 Intersection Intersection Delay, s/veh 8.3 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 264 Demand Flow Rate, veh/h 281 Vehicles Circulating, veh/h 253 Vehicles Exiting, veh/h 504 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.6 Approach LOS A Lane 1 1 529 556 371 194 0 1.000 12.0 B 1 1 407 432 251 251 0 1.000 5.9 A 1 1 211 221 608 307 0 1.000 6.7 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 32 4.976 12 4.976 118 4.976 72 Entry Flow, veh/h 249 1068 544 1009 314 1132 149 825 Cap Entry Lane, veh/h 1066 0.833 945 0.952 1068 0.952 742 0.952 Entry HV Adj Factor 0.951 27 0.952 11 0.940 112 0.953 69 Flow Entry, veh/h 237 890 518 961 295 1078 142 786 Cap Entry, veh/h 1014 0.030 900 0.011 1004 0.104 707 0.088 V/C Ratio 0.234 4.3 0.576 3.8 0.294 4.2 0.201 5.5 Control Delay, s/veh 5.8 A 12.2 A 6.5 A 7.4 A LOS A 0 B 0 A 0 A 0 95th %tile Queue, veh 1 4 1 1 Scenario 1 11/21/2022 Synchro 11 Light Report st am.syn Lanes and Geometrics 11: WCR17 & WCR54 Short Total AM Route #1 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 1900 1900 1900 12 12 12 0% 1900 12 4 1900 1900 12 12 0% 200 0 200 0 1 0 1 0 25 25 1.00 1.00 1.00 1.00 1.00 1.00 1900 12 4 1900 1900 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.850 0.989 0.991 0.990 0 1790 1346 0 1793 1538 0 1769 0.989 0.991 0.990 0 1790 1346 0 1793 1538 0 1769 55 55 45 10445 10546 1483 129.5 130.7 22.5 0.850 1538 1538 1900 12 200 1 1.00 1.00 0.850 0.999 0 1808 1538 0.999 0 1808 1538 30 1479 33.6 Area Type: Other Scenario 1 11/21/2022 Synchro 11 Light Report st am.syn HCM 6th Roundabout Short Total PM 11: WCR1 7 & WCR54 Route #1 Intersection Intersection Delay, s/veh 10.8 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 607 Demand Flow Rate, veh/h 641 Vehicles Circulating, veh/h 445 Vehicles Exiting, veh/h 321 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 15.4 Approach LOS C Lane 1 1 359 376 367 505 0 1.000 8.4 A 1 1 388 412 619 419 0 1.000 8.5 A 1 1 382 401 434 305 0 1.000 7.9 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 48 4.976 4 4.976 159 4.976 69 Entry Flow, veh/h 593 900 372 1011 253 824 332 995 Cap Entry Lane, veh/h 876 0.870 949 0.952 734 0.952 886 0.952 Entry HV Adj Factor 0.953 42 0.953 4 0.936 151 0.953 66 Flow Entry, veh/h 565 783 355 963 237 785 316 947 Cap Entry, veh/h 835 0.054 905 0.004 687 0.192 845 0.070 V/C Ratio 0.677 5.1 0.392 3.8 0.345 6.6 0.375 4.4 Control Delay, s/veh 16.2 A 8.5 A 9.7 A 8.7 A LOS C 0 A 0 A 1 A 0 95th %tile Queue, veh 5 2 2 2 Scenario 1 11/21/2022 Synchro 11 Light Report st pm.syn Lanes and Geometrics 11: WCR17 & WCR54 Short Total PM Route #1 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.990 0 1791 1404 0.990 0 1791 1404 55 10445 129.5 1900 12 4 1900 1900 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 1900 12 4 1900 1900 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.985 0.989 0 1782 1538 0 1762 0.985 0.989 0 1782 1538 0 1762 55 45 10546 1483 130.7 22.5 0.850 1538 1538 1900 12 200 1 1.00 1.00 0.850 0.996 0 1802 1538 0.996 0 1802 1538 30 1479 33.6 Area Type: Other Scenario 1 11/21/2022 Synchro 11 Light Report st pm.syn HCM 6th Roundabout Short Total AM 8: WCR13 & WCR54 Route #1 Intersection Intersection Delay, s/veh 6.0 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 340 Demand Flow Rate, veh/h 357 Vehicles Circulating, veh/h 161 Vehicles Exiting, veh/h 378 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.6 Approach LOS A Lane 1 1 412 437 239 253 0 1.000 6.9 A 1 1 162 175 343 141 0 1.000 5.3 A 1 1 179 188 415 211 0 1.000 5.2 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 34 4.976 50 4.976 26 4.976 64 Entry Flow, veh/h 323 1195 387 1113 149 1066 124 938 Cap Entry Lane, veh/h 1171 0.952 1081 0.952 973 0.775 904 0.952 Entry HV Adj Factor 0.953 32 0.941 48 0.955 20 0.952 61 Flow Entry, veh/h 308 1138 364 1060 142 826 118 894 Cap Entry, veh/h 1116 0.028 1018 0.045 928 0.024 860 0.068 V/C Ratio 0.276 3.4 0.358 3.8 0.153 4.6 0.137 4.7 Control Delay, s/veh 5.8 A 7.3 A 5.3 A 5.5 A LOS A 0 A 0 A 0 A 0 95th %tile Queue, veh 1 2 1 0 Scenario 1 11/28/2022 Synchro 11 Light Report st am.syn Lanes and Geometrics 8: WCR13 & WCR54 Short Total AM Route #1 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 410 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 1900 1900 1900 12 12 12 0% 250 340 1 0 25 1.00 1.00 1.00 0.850 0.986 0 1784 1538 0.986 0 1784 1538 30 1605 36.5 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 1900 12 4 1900 1900 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 0.850 0.996 0.991 0 1782 1538 0 1793 0.996 0.991 0 1782 1538 0 1793 55 35 10445 1021 129.5 19.9 0.850 1252 1252 1900 12 250 1 1.00 1.00 0.850 0.992 0 1795 1538 0.992 0 1795 1538 35 854 16.6 Area Type: Other Scenario 1 11/28/2022 Synchro 11 Light Report st am.syn HCM 6th Roundabout Short Total PM 8: WCR13 & WCR54 Route #1 Intersection Intersection Delay, s/veh 6.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 441 Demand Flow Rate, veh/h 463 Vehicles Circulating, veh/h 264 Vehicles Exiting, veh/h 325 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.7 Approach LOS A Lane 1 1 333 353 186 421 0 1.000 5.9 A 1 1 153 165 483 207 0 1.000 5.8 A 1 1 295 310 348 163 0 1.000 6.0 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 37 4.976 28 4.976 41 4.976 69 Entry Flow, veh/h 426 1117 325 1169 124 898 241 991 Cap Entry Lane, veh/h 1054 0.952 1141 0.952 843 0.855 968 0.952 Entry HV Adj Factor 0.952 35 0.940 27 0.953 35 0.951 66 Flow Entry, veh/h 406 1064 306 1113 118 768 229 943 Cap Entry, veh/h 1004 0.033 1073 0.024 804 0.046 920 0.070 V/C Ratio 0.404 3.7 0.285 3.4 0.147 5.1 0.249 4.5 Control Delay, s/veh 8.0 A 6.1 A 6.0 A 6.4 A LOS A 0 A 0 A 0 A 0 95th %tile Queue, veh 2 1 1 1 Scenario 1 11/28/2022 Synchro 11 Light Report st pm.syn Lanes and Geometrics 8: WCR13 & WCR54 Short Total PM Route #1 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 410 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 1900 1900 1900 12 12 12 0% 250 340 1 0 25 1.00 1.00 1.00 0.850 0.993 0 1797 1538 0.993 0 1797 1538 30 1605 36.5 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 1900 12 4 1900 1900 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 0.850 0.997 0.991 0 1780 1538 0 1793 0.997 0.991 0 1780 1538 0 1793 55 35 10445 1021 129.5 19.9 0.850 1380 1380 1900 12 250 1 1.00 1.00 0.850 0.988 0 1788 1538 0.988 0 1788 1538 35 854 16.6 Area Type: Other Scenario 1 11/28/2022 Synchro 11 Light Report st pm.syn HCM 6th TWSC Short Total AM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #1 Intersection Int Delay, s/veh Movement 1.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 20 20 0 Stop None 85 70 24 1 118 118 0 Free 0 0 85 5 139 2 2 0 Free None M. M. 85 50 2 20 20 0 Free 4 117 117 0 Free None MI 0 0 85 85 1 5 24 138 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 326 140 140 186 6.9 6.9 5.9 5.9 3.95 3.93 580 755 782 743 570 755 570 782 730 Approach WB 0 0 141 0 NB M. M. - 4.11 M. - 2.209 - 1448 M. M. - 1448 M. M. SB HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt 0 1.1 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 733 1448 - 0.035 0.016 - 10.1 7.5 0 - B A A - 0.1 0.1 Scenario 1 11/21/2022 Synchro 11 Light Report st am.syn HCM 6th TWSC Short Total PM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #1 Intersection Int Delay, s/veh Movement 0.5 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 6 6 0 Stop None 85 88 7 1+ 4 133 1 10 197 133 1 10 197 0 0 0 0 Free Free Free Free - None - None 0 0 85 5 156 M. M. 85 50 1 85 70 12 Minor1 Major1 Major2 0 0 85 5 232 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 413 157 157 256 6.9 7.08 5.9 5.9 - 3.95 4.092 514 705 767 687 507 705 507 767 678 Approach WB 0 0 157 0 NB M. M. - 4.8 M. - 2.83 - 1097 M. M. - 1097 M. M. SB HCM Control Delay, s 10.7 HCM LOS B 0 0.4 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 642 1097 - 0.015 0.011 - 10.7 8.3 - B A - 0 0 0 A Scenario 1 11/21/2022 Synchro 11 Light Report st pm.syn HCM 6th TWSC Short Total AM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #1 - Required Geometry Intersection Int Delay, s/veh Movement 1.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 20 20 0 Stop None 85 70 24 1 118 118 0 Free 0 0 85 5 139 2 2 0 Free None M. M. 85 50 2 li 20 20 0 Free 150 t 117 117 0 Free None MI - 0 - 0 85 85 1 5 24 138 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 326 140 186 6.9 6.9 5.9 5.9 3.95 3.93 580 755 782 743 570 755 570 782 730 Approach WB 140 0 0 141 0 M. M. - 4.11 M. - 2.209 - 1448 M. M. - 1448 M. M. NB SB HCM Control Delay, s 10.1 HCM LOS B Minor Lane/Major Mvmt 0 1.1 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 733 1448 - 0.035 0.016 - 10.1 7.5 - B A - 0.1 0.1 MI MI Scenario 1 11/22/2022 Synchro 11 Light Report st am required geo.syn HCM 6th TWSC Short Total PM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #1 - Required Geometry Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 6 6 0 Stop None 85 88 7 1 133 133 0 Free 0 0 85 5 156 li 1 10 1 10 0 0 Free Free None - M. M. 85 50 1 150 85 70 12 Minor1 Major1 Major2 t 197 197 0 Free None MI 0 0 85 5 232 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 413 157 157 256 6.9 7.08 5.9 5.9 - 3.95 4.092 514 705 767 687 508 705 508 767 679 Approach WB 0 0 157 0 M. M. - 4.8 M. - 2.83 - 1097 M. M. - 1097 M. M. NB SB HCM Control Delay, s 10.7 HCM LOS B Minor Lane/Major Mvmt 0 0.4 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 643 1097 - 0.015 0.011 - 10.7 8.3 - B A - 0 0 MI MI Scenario 1 11/22/2022 Synchro 11 Light Report st pm required geo.syn APPENDIX F HCM 6th Signalized Intersection Summary Short Total AM 17: SH257 & WCR54 Route #2 Movement ." EBL EBT -NiT ima EBR WBL 1- t -, r P \D WBT WBR NBL NBT NBR SBL i SBT SBR i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 11 163 163 0 1.00 1.00 1826 179 0.91 5 280 0.09 1739 1 134 134 0 1.00 No 1826 147 0.91 5 377 0.28 1349 55 55 0 1.00 1.00 1722 44 0.91 12 113 0.27 404 li 45 45 0 1.00 1.00 1826 49 0.91 5 393 0.05 1739 278 278 0 1.00 No 1826 1826 305 63 0.91 0.91 5 5 351 73 0.24 0.23 1468 303 67 67 0 1.00 1.00 ii 126 126 0 1.00 1.00 1 466 466 0 1.00 No 1781 1826 138 512 0.91 0.91 8 5 370 739 0.08 0.44 1697 1693 34 34 0 1.00 1.00 1826 34 0.91 5 49 0.43 112 li 25 25 0 1.00 1.00 347 347 0 1.00 No 1826 1826 1826 27 381 90 0.91 0.91 0.91 5 5 5 311 570 135 0.04 0.40 0.39 1739 1428 337 92 92 0 1.00 1.00 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile Back0f0(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 179 1739 6.5 6.5 1.00 280 0.64 280 1.00 1.00 23.1 4.8 0.0 2.7 27.9 C 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 191 1753 7.7 7.7 0.23 490 0.39 490 1.00 1.00 25.6 0.5 0.0 3.0 0.0 26.2 A C 49 1739 1.8 1.8 1.00 393 0.12 443 1.00 1.00 22.8 0.1 0.0 0.7 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 368 138 1771 1697 17.5 3.9 17.5 3.9 0.17 1.00 424 370 0.87 0.37 465 376 1.00 1.00 1.00 1.00 32.1 15.0 15.1 0.6 0.0 0.0 8.5 1.3 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 546 1806 21.4 21.4 0.06 789 0.69 789 1.00 1.00 20.0 5.0 0.0 8.7 27 1739 0.8 0.8 1.00 311 0.09 383 1.00 1.00 16.0 0.1 0.0 0.3 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 471 1765 19.2 19.2 0.19 705 0.67 705 1.00 1.00 21.7 5.0 0.0 7.8 23.0 0.0 47.2 15.7 0.0 24.9 16.1 0.0 26.6 C A D B A C B A C Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 370 27.0 C 417 44.3 D 684 23.1 C 1 2 3 4 5 6 7 8 498 26.1 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 6.4 4.0 6.0 2.8 0.0 44.3 7.0 34.0 23.4 2.2 7.5 4.0 6.0 3.8 0.0 29.5 6.0 23.0 9.7 0.7 9.7 4.0 6.0 5.9 0.0 41.0 11.0 7.0 4.0 34.0 7.0 21.2 8.5 2.1 0.0 26.0 6.0 22.0 19.5 0.5 HCM 6th Ctrl Delay HCM 6th LOS 29.1 C Scenario 1 11/21/2022 Synchro 11 Light Report st am 2.syn Timing Report, Sorted By Phase Short Total AM 17: SH257 & WCR54 Route #2 Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL 1/1/BL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 41 10 29 10 41 11 28 Maximum Split C/0) 11.1% 45.6% 11.1% 32.2% 11.1% 45.6% 12.2% 31.1% Minimum Split (s) 10 25 10 24 10 25 10 24 Yellow Time (s) 3 5 3 4 3 5 3 4 All -Red Time (s) 1 2 1 2 1 2 1 2 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 51 61 0 10 51 62 End Time (s) 10 51 61 0 10 51 62 0 Yield/Force Off (s) 6 44 57 84 6 44 58 84 Yield/Force Off 170(s) 6 33 57 73 6 33 58 73 Local Start Time (s) 80 0 41 51 80 0 41 52 Local Yield (s) 86 34 47 74 86 34 48 74 Local Yield 170(s) 86 23 47 63 86 23 48 63 Intersection Summary Cycle Length Control Type Natural Cycle 90 Actuated -Uncoordinated 75 Splits and Phases: 17: SH257 & WCR54 01 tU2 o3 i�.i 4 j "41s I ann s I 1129s 11 ,Os -4- 411\ C Ciro - - .-. . .�.� .i 10 s 141 s all s I 28 s la Scenario 1 11/21/2022 Synchro 11 Light Report st am 2.syn Queues Short Total AM 17: SH257 & WCR54 Route #2 ..fr -IP• 1.. 4- 4\ t \* iv Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 179 207 49 379 138 549 27 482 v/c Ratio 0.69 0.39 0.11 0.86 0.39 0.66 0.07 0.69 Control Delay 34.4 25.8 17.6 51.7 14.1 25.0 10.5 27.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 34.4 25.8 17.6 51.7 14.1 25.0 10.5 27.9 Queue Length 50th (ft) 67 87 17 197 38 213 7 217 Queue Length 95th (ft) #122 153 39 #348 68 #416 19 332 Internal Link Dist (ft) 10466 1736 13217 728 Turn Bay Length (ft) 185 180 700 700 Base Capacity (vph) 259 528 436 465 353 831 366 702 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.69 0.39 0.11 0.82 0.39 0.66 0.07 0.69 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Scenario 1 11/21/2022 Synchro 11 Light Report st am 2.syn HCM 6th Signalized Intersection Summary Short Total PM 17: SH257 & WCR54 Route #2 Movement ." EBL EBT -NiT ima EBR WBL 1- t -, r P \D WBT WBR NBL NBT NBR SBL i SBT SBR i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 11 146 146 0 1.00 1.00 1826 164 0.89 5 382 0.10 1739 1+ 320 320 0 1.00 No 1826 360 0.89 5 405 0.27 1501 67 67 0 1.00 1.00 1737 66 0.89 11 74 0.26 275 li 48 48 0 1.00 1.00 1826 54 0.89 5 217 0.05 1739 1+ 183 183 0 1.00 No 1826 206 0.89 5 354 0.22 1589 30 30 0 1.00 1.00 ii 65 65 0 1.00 1.00 1826 1737 26 73 0.89 0.89 5 11 45 252 0.21 0.06 201 1654 1+ 430 430 0 1.00 No 1826 483 0.89 5 648 0.41 1566 67 67 0 1.00 1.00 1826 68 0.89 5 91 0.40 220 li 65 65 0 1.00 1.00 1826 73 0.89 5 318 0.06 1739 1.00 No 1826 540 0.89 5 630 0.41 1520 T 481 89 481 89 0 0 1.00 1.00 1826 92 0.89 5 107 0.40 259 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile Back0f0(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 164 0 426 54 0 232 73 0 551 73 1739 0 1776 1739 0 1790 1654 0 1786 1739 5.7 0.0 19.5 2.0 0.0 9.8 2.1 0.0 22.1 1.9 5.7 0.0 19.5 2.0 0.0 9.8 2.1 0.0 22.1 1.9 1.00 0.15 1.00 0.11 1.00 0.12 1.00 382 0 480 217 0 399 252 0 740 318 0.43 0.00 0.89 0.25 0.00 0.58 0.29 0.00 0.74 0.23 390 0 504 267 0 466 289 0 740 357 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 0.00 1.00 1.00 20.8 0.0 29.7 24.3 0.0 29.4 17.1 0.0 21.0 15.4 0.8 0.0 16.8 0.6 0.0 1.3 0.6 0.0 6.7 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.1 0.0 9.6 0.8 0.0 3.9 0.7 0.0 9.2 0.7 0 0 0.0 0.0 0 0.00 0 1.00 0.00 0.0 0.0 0.0 0.0 632 1779 27.3 27.3 0.15 737 0.86 737 1.00 1.00 22.6 12.4 0.0 12.1 21.6 0.0 46.5 24.9 0.0 30.7 17.7 0.0 27.8 15.7 0.0 34.9 C A D C A C B A C B A C Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 590 39.6 D 2 3 286 29.6 C 4 5 6 624 26.6 C 7 8 705 32.9 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 8.1 4.0 6.0 3.9 0.0 41.0 7.0 34.0 24.1 2.2 7.6 4.0 6.0 4.0 0.0 27.8 6.0 23.0 21.5 0.4 8.1 41.0 4.0 7.0 6.0 34.0 4.1 29.3 0.0 1.6 11.6 4.0 8.0 7.7 0.0 23.8 6.0 21.0 11.8 0.7 HCM 6th Ctrl Delay HCM 6th LOS 32.5 C Scenario 1 11/21/2022 Synchro 11 Light Report st pm 2.syn Timing Report, Sorted By Phase Short Total PM 17: SH257 & WCR54 Route #2 Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL 1/1/BL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 41 10 29 10 41 12 27 Maximum Split C/0) 11.1% 45.6% 11.1% 32.2% 11.1% 45.6% 13.3% 30.0% Minimum Split (s) 10 25 10 24 10 25 10 24 Yellow Time (s) 3 5 3 4 3 5 3 4 All -Red Time (s) 1 2 1 2 1 2 1 2 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 51 61 0 10 51 63 End Time (s) 10 51 61 0 10 51 63 0 Yield/Force Off (s) 6 44 57 84 6 44 59 84 Yield/Force Off 170(s) 6 33 57 73 6 33 59 73 Local Start Time (s) 80 0 41 51 80 0 41 53 Local Yield (s) 86 34 47 74 86 34 49 74 Local Yield 170(s) 86 23 47 63 86 23 49 63 Intersection Summary Cycle Length Control Type Natural Cycle 90 Actuated -Uncoordinated 90 Splits and Phases: 17: SH257 & WCR54 01 tU2 103 i�.i 4 j "41s I ann s I 1129s 11 ,Os 4— 9� I C I r� - � . C5 10 S 141s ii, 12 s I127 s la Scenario 1 11/21/2022 Synchro 11 Light Report st pm 2.syn Queues Short Total PM 17: SH257 & WCR54 Route #2 ..fr -IP• 1.. 4- 4\ t \* iv Lane Group EBL EBT WBL WBT NBL NBT SBL SBT Lane Group Flow (vph) 164 435 54 240 73 558 73 640 v/c Ratio 0.44 0.89 0.23 0.59 0.30 0.75 0.23 0.86 Control Delay 21.9 52.3 19.5 35.2 13.6 30.8 12.1 38.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.9 52.3 19.5 35.2 13.6 30.8 12.1 38.8 Queue Length 50th (ft) 60 235 19 115 19 272 19 334 Queue Length 95th (ft) 104 #408 42 187 39 #437 39 #544 Internal Link Dist (ft) 10466 1736 13217 728 Turn Bay Length (ft) 185 180 700 700 Base Capacity (vph) 378 504 237 468 247 741 323 740 Starvation Cap Reductn 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.43 0.86 0.23 0.51 0.30 0.75 0.23 0.86 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Scenario 1 11/21/2022 Synchro 11 Light Report st pm 2.syn HCM 6th Signalized Intersection Summary Short Total AM 17: SH257 & WCR54 Route #2 - Required Geometry Movement ." 'iy I 1- t 4\ EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 11 163 163 0 1.00 1.00 1826 179 0.91 5 295 0.09 1739 t 134 134 0 1.00 No 1826 147 0.91 5 449 0.25 1826 55 55 0 1.00 1.00 li 45 45 0 1.00 1.00 1722 1826 1 49 0.91 0.91 12 5 341 393 0.23 0.05 1459 1739 t r ii t 278 67 126 466 278 67 126 466 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 No No 1826 1826 1781 1826 305 1 138 512 0.91 0.91 0.91 0.91 5 5 8 5 371 296 471 842 0.20 0.19 0.08 0.46 1826 1547 1697 1826 34 34 0 1.00 1.00 li 25 25 0 1.00 1.00 1826 1826 1 27 0.91 0.91 5 5 696 372 0.45 0.04 1547 1739 t 347 347 0 1.00 No 1826 1826 381 13 0.91 0.91 5 5 777 641 0.43 0.41 1826 1547 92 92 0 1.00 1.00 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 179 1739 6.6 6.6 1.00 295 0.61 295 1.00 1.00 23.4 3.5 0.0 2.7 147 1826 5.6 5.6 449 0.33 497 1.00 1.00 26.2 0.4 0.0 2.2 1 1459 0.0 0.0 1.00 341 0.00 380 1.00 1.00 24.8 0.0 0.0 0.0 49 1739 1.8 1.8 1.00 393 0.12 447 1.00 1.00 24.1 0.1 0.0 0.7 26.9 26.6 24.8 24.3 C C C C 305 1826 13.5 13.5 371 0.82 475 1.00 1.00 32.2 8.8 0.0 6.3 1 1547 0.0 0.0 1.00 296 0.00 384 1.00 1.00 27.7 0.0 0.0 0.0 138 512 1 1697 1826 1547 3.6 17.7 0.0 3.6 17.7 0.0 1.00 1.00 471 842 696 0.29 0.61 0.00 484 842 696 1.00 1.00 1.00 1.00 1.00 1.00 11.9 17.0 12.8 0.3 3.3 0.0 0.0 0.0 0.0 1.1 6.9 0.0 27 1739 0.7 0.7 1.00 372 0.07 447 1.00 1.00 13.6 0.1 0.0 0.2 381 13 1826 1547 12.8 0.4 12.8 0.4 1.00 777 641 0.49 0.02 777 641 1.00 1.00 1.00 1.00 17.6 14.6 2.2 0.1 0.0 0.0 5.0 0.1 41.0 27.7 12.3 20.3 12.8 13.7 19.8 14.7 D C B C B B B B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 327 26.8 C 355 38.7 D 651 18.6 B 2 3 4 5 6 7 8 421 19.3 B Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 6.3 4.0 6.0 2.7 0.0 45.0 7.0 35.0 19.7 2.4 7.4 4.0 6.0 3.8 0.0 25.8 6.0 22.0 7.6 0.5 9.4 4.0 6.0 5.6 0.0 42.0 7.0 35.0 14.8 1.9 11.0 4.0 7.0 8.6 0.0 22.2 6.0 21.0 15.5 0.7 HCM 6th Ctrl Delay HCM 6th LOS 24.3 C Scenario 1 11/22/2022 Synchro 11 Light Report st am 2 required geo.syn Timing Report, Sorted By Phase Short Total AM 17: SH257 & WCR54 Route #2 - Required Geometry Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL 1/1/BL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 42 10 28 10 42 11 27 Maximum Split C/0) 11.1% 46.7% 11.1% 31.1% 11.1% 46.7% 12.2% 30.0% Minimum Split (s) 10 25 10 24 10 25 10 24 Yellow Time (s) 3 5 3 4 3 5 3 4 All -Red Time (s) 1 2 1 2 1 2 1 2 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 52 62 0 10 52 63 End Time (s) 10 52 62 0 10 52 63 0 Yield/Force Off (s) 6 45 58 84 6 45 59 84 Yield/Force Off 170(s) 6 34 58 73 6 34 59 73 Local Start Time (s) 80 0 42 52 80 0 42 53 Local Yield (s) 86 35 48 74 86 35 49 74 Local Yield 170(s) 86 24 48 63 86 24 49 63 Intersection Summary Cycle Length Control Type Natural Cycle 90 Actuated -Uncoordinated 70 Splits and Phases: 17: SH257 & WCR54 t• to2 123 IIII3.: 10s j j42s _ 1 28s 411\ I ca I r: - i I H — S' 10 s I42s 11 s 27s Scenario 1 11/22/2022 Synchro 11 Light Report st am 2 required geo.syn Queues 17: SH257 & WCR54 Short Total AM Route #2 - Required Geometry Lane Group , -D. 7 � t `t T P \► 1 r EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 179 147 60 49 305 74 138 512 37 27 381 101 v/c Ratio 0.62 0.29 0.12 0.11 0.77 0.17 0.30 0.59 0.05 0.06 0.51 0.14 Control Delay 29.8 28.0 0.5 18.4 45.6 0.9 11.7 21.7 0.1 9.8 22.6 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 29.8 28.0 0.5 18.4 45.6 0.9 11.7 21.7 0.1 9.8 22.6 2.2 Queue Length 50th (ft) 68 68 0 17 158 0 36 184 0 6 158 0 Queue Length 95th (ft) 117 121 0 40 249 1 66 356 0 19 247 18 Internal Link Dist (ft) 10466 1736 13217 728 Turn Bay Length (ft) 185 250 180 250 700 400 700 400 Base Capacity (vph) 289 509 495 429 456 480 456 875 795 423 747 697 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.62 0.29 0.12 0.11 0.67 0.15 0.30 0.59 0.05 0.06 0.51 0.14 Intersection Summary Scenario 1 11/22/2022 Synchro 11 Light Report st am 2 required geo.syn HCM 6th Signalized Intersection Summary Short Total PM 17: SH257 & WCR54 Route #2 - Required Geometry Movement ." EBL 'iy I EBT EBR WBL 1- t 4\ WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h iti 146 146 0 1.00 1.00 1826 164 0.89 5 368 0.11 1739 t r ii t r Ifi t r ii t r 320 67 48 183 30 65 430 67 65 481 89 320 67 48 183 30 65 430 67 65 481 89 0 0 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No No 1826 1737 1826 1826 1826 1737 1826 1826 1826 1826 1826 360 1 54 206 1 73 483 1 73 540 12 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 0.89 5 11 5 5 5 11 5 5 5 5 5 431 329 235 339 268 349 794 653 404 794 653 0.24 0.22 0.06 0.19 0.17 0.06 0.43 0.42 0.06 0.43 0.42 1826 1472 1739 1826 1547 1654 1826 1547 1739 1826 1547 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 164 1739 5.7 5.7 1.00 368 0.45 378 1.00 1.00 21.5 0.8 0.0 2.1 360 1 1826 1472 15.1 0.0 15.1 0.0 1.00 431 329 0.84 0.00 544 420 1.00 1.00 1.00 1.00 29.3 24.3 8.9 0.0 0.0 0.0 6.9 0.0 54 1739 2.0 2.0 1.00 235 0.23 289 1.00 1.00 24.7 0.5 0.0 0.8 206 1 73 1826 1547 1654 8.3 0.0 1.9 8.3 0.0 1.9 1.00 1.00 339 268 349 0.61 0.00 0.21 499 403 390 1.00 1.00 1.00 1.00 1.00 1.00 30.1 27.5 13.2 1.8 0.0 0.3 0.0 0.0 0.0 3.5 0.0 0.6 22.4 38.2 24.3 25.2 31.8 27.5 13.5 C D C C C C B 483 1826 16.4 16.4 794 0.61 794 1.00 1.00 17.5 3.5 0.0 6.4 1 1547 0.0 0.0 1.00 653 0.00 653 1.00 1.00 13.5 0.0 0.0 0.0 73 1739 1.8 1.8 1.00 404 0.18 446 1.00 1.00 12.4 0.2 0.0 0.6 540 12 1826 1547 19.1 0.4 19.1 0.4 1.00 794 653 0.68 0.02 794 653 1.00 1.00 1.00 1.00 18.3 13.5 4.7 0.1 0.0 0.0 7.7 0.1 21.0 13.5 12.7 23.0 13.6 C B B C B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 525 33.2 C 261 30.4 C 557 20.0 B 2 3 4 5 6 7 8 625 21.6 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 8.0 4.0 6.0 3.8 0.0 41.0 7.0 34.0 18.4 2.3 7.5 4.0 6.0 4.0 0.0 24.0 6.0 23.0 17.1 0.9 8.0 4.0 6.0 3.9 0.0 41.0 11.5 7.0 4.0 34.0 8.0 21.1 7.7 2.4 0.0 20.0 6.0 21.0 10.3 0.6 HCM 6th Ctrl Delay HCM 6th LOS 25.4 C Scenario 1 11/22/2022 Synchro 11 Light Report st pm 2 required geo.syn Timing Report, Sorted By Phase Short Total PM 17: SH257 & WCR54 Route #2 - Required Geometry Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL 1/1/BL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 41 10 29 10 41 12 27 Maximum Split C/0) 11.1% 45.6% 11.1% 32.2% 11.1% 45.6% 13.3% 30.0% Minimum Split (s) 10 25 10 24 10 25 10 24 Yellow Time (s) 3 5 3 4 3 5 3 4 All -Red Time (s) 1 2 1 2 1 2 1 2 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 51 61 0 10 51 63 End Time (s) 10 51 61 0 10 51 63 0 Yield/Force Off (s) 6 44 57 84 6 44 59 84 Yield/Force Off 170(s) 6 33 57 73 6 33 59 73 Local Start Time (s) 80 0 41 51 80 0 41 53 Local Yield (s) 86 34 47 74 86 34 49 74 Local Yield 170(s) 86 23 47 63 86 23 49 63 Intersection Summary Cycle Length Control Type Natural Cycle 90 Actuated -Uncoordinated 75 Splits and Phases: 17: SH257 & WCR54 S tLJ2 103 iiirli j "41s I ann s I 1129s 11 ,Os 4— 9� I C I r� - � . C5 10 S 141s ii, 12 s I127 s la Scenario 1 11/22/2022 Synchro 11 Light Report st pm 2 required geo.syn Queues Short Total PM 17: SH257 & WCR54 Route #2 - Required Geometry , -D. 7 � t `t T P \► 1 r Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Group Flow (vph) 164 360 75 54 206 34 73 483 75 73 540 100 v/c Ratio 0.42 0.70 0.15 0.18 0.55 0.08 0.22 0.63 0.11 0.19 0.70 0.14 Control Delay 21.8 37.0 0.6 18.7 35.7 0.4 11.7 25.5 0.9 11.2 28.1 2.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 21.8 37.0 0.6 18.7 35.7 0.4 11.7 25.5 0.9 11.2 28.1 2.2 Queue Length 50th (ft) 60 187 0 19 100 0 19 224 0 19 262 0 Queue Length 95th (ft) 104 #304 1 42 165 0 39 332 5 39 385 18 Internal Link Dist (ft) 10466 1736 13217 728 Turn Bay Length (ft) 185 250 180 250 700 400 700 400 Base Capacity (vph) 394 532 514 303 482 499 332 767 711 396 767 711 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.42 0.68 0.15 0.18 0.43 0.07 0.22 0.63 0.11 0.18 0.70 0.14 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Scenario 1 11/22/2022 Synchro 11 Light Report st pm 2 required geo.syn HCM 6th TWSC Short Total AM 4: SH257 & WCR48 1/2 Route #2 Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 8 8 0 Stop M. 87 53 9 Minor2 4 0 0 0 Stop 0 0 87 5 0 5 5 0 Stop None 87 5 6 0 0 0 Stop M. 87 5 0 Minor1 4 0 0 0 Stop 0 0 87 5 0 0 0 0 Stop None MI MI 87 5 0 24 24 0 Free 87 5 28 Major1 4 573 573 0 Free M. 0 0 87 5 659 0 0 0 Free None 87 5 0 0 0 0 Free 87 5 0 Major2 4 442 442 0 Free 0 0 87 5 508 13 13 0 Free None MI 87 34 15 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1231 516 715 7.63 6.63 6.63 3.977 122 459 351 1231 516 715 6.55 5.55 5.55 4.045 175 529 430 516 6.25 3.345 553 1234 715 519 7.15 6.15 6.15 3.545 151 417 534 1238 715 523 6.55 5.55 5.55 4.045 173 430 526 659 523 0 0 659 MI MI 6.25 4.15 3.345 2.245 458 1028 MI M 118 167 553 145 166 458 1028 118 167 - 145 166 439 529 - 399 412 336 412 - 528 526 Approach EB MI MI WB NB IM IM M. IM IM M. IM IM M. IM IM - 4.15 - 2.245 - 915 - 915 MI SB 0 0 HCM Control Delay, s 28.4 0 0.3 HCM LOS D A Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1028 - - 169 - 915 0.027 - - 0.088 8.6 0 - 28.4 0 0 A A -D A A 0.1 - - 0.3 - 0 M. M. IM Scenario 1 11/21/2022 Synchro 11 Light Report st am 2.syn HCM 6th TWSC Short Total PM 4: SH257 & WCR48 1/2 Route #2 Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 94 80 5 Minor2 4 0 0 0 Stop 0 0 94 5 0 18 18 0 Stop None 94 5 19 0 0 0 Stop M. M. 94 5 0 Minor1 4 0 0 0 Stop 1 1 0 Stop None MI MI 3 3 0 Free 4 565 565 0 Free M. 0 - 0 0 - 0 94 94 94 94 5 5 5 5 0 1 3 601 Major1 0 0 0 Free None 94 5 0 0 0 0 Free 94 5 0 Major2 4 587 587 0 Free 0 0 94 5 624 8 8 0 Free None MI 94 52 9 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1237 629 608 7.9 6.9 6.9 4.22 107 361 372 1236 629 607 6.55 5.55 5.55 4.045 174 471 482 629 1245 607 638 6.25 7.15 6.15 - 6.15 3.345 3.545 477 149 478 460 1240 601 633 0 0 601 607 633 6.55 6.25 4.15 5.55 5.55 - 4.045 3.345 2.245 173 495 936 482 469 MI MI MI M 106 173 477 142 172 495 936 106 173 - 142 172 359 471 - 476 480 369 480 - 442 469 Approach EB WB MI MI NB IM IM M. IM IM M. IM IM M. IM IM - 4.15 - 2.245 - 962 - 962 MI SB 0 0 HCM Control Delay, s 19.6 HCM LOS C Minor Lane/Major Mvmt 12.3 B 0 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 936 0.003 8.9 A 0 - - 271 495 962 - - 0.09 0.002 0 - 19.6 12.3 A - C B - - 0.3 0 0 A 0 M. M. IM Scenario 1 11/21/2022 Synchro 11 Light Report st pm 2.syn HCM 6th TWSC Short Total AM 4: SH257 & WCR48 1/2 Route #2 - Required Geometry Intersection Int Delay, s/veh 0.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 8 8 0 Stop M. 87 53 9 Minor2 4 0 0 0 Stop 0 0 87 5 0 5 5 0 Stop None 87 5 6 0 0 0 Stop M. 87 5 0 Minor1 4 0 0 0 Stop 0 0 87 5 0 0 0 0 Stop None li 24 24 0 Free 1 573 573 0 Free 0 0 0 Free None li 0 0 0 Free - 400 - - 400 - - 0 - - - 0 - 87 87 87 87 87 5 5 5 5 5 0 28 659 0 0 Major1 Major2 1 442 442 0 Free 0 0 87 5 508 13 13 0 Free None MI 87 34 15 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1231 1231 516 516 715 715 7.63 6.55 6.63 5.55 6.63 5.55 3.977 4.045 122 175 459 529 351 430 119 119 447 341 Approach EB 170 170 529 418 3.345 553 516 1234 - 715 - 519 6.25 7.15 - 6.15 6.15 3.545 151 - 417 - 534 553 146 146 406 528 WB 1238 715 523 6.55 5.55 5.55 4.045 173 430 526 168 168 418 526 659 523 0 0 659 MI MI IM M IM M 6.25 4.15 - - 4.15 3.345 458 IM M 2.245 - - 2.245 1028 - - 915 458 1028 - - 915 MI MI M MI IM M IM M NB SB 0 0 HCM Control Delay, s 28.2 HCM LOS D Minor Lane/Major Mvmt 0 A NBL NBT NBR EBLn1WBLn1 0.3 0 SBL SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1028 0.027 8.6 A 0.1 - - 170 - - - 0.088 - - 28.2 0 - - D - - 0.3 915 0 A A 0 M. M. IM Scenario 1 11/22/2022 Synchro 11 Light Report st am 2 required geo.syn HCM 6th TWSC Short Total PM 4: SH257 & WCR48 1/2 Route #2 - Required Geometry Intersection Int Delay, s/veh 0.4 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 94 80 5 Minor2 4 0 0 0 Stop 0 0 94 5 0 18 18 0 Stop None 94 5 19 0 0 0 Stop M. M. 94 5 0 4 0 0 0 Stop ii 1 3 1 3 0 0 Stop Free None - - 400 1 565 565 0 Free M. 0 - - 0 0 - - 0 94 94 94 94 5 5 5 5 0 1 3 601 Minor1 Major1 0 0 0 Free None li 0 0 0 Free - 400 94 5 0 94 5 0 Major2 1 587 587 0 Free 0 0 94 5 624 8 8 0 Free None MI 94 52 9 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1237 1236 629 1245 629 629 - 607 608 607 - 638 7.9 6.55 6.25 7.15 6.9 5.55 - 6.15 6.9 5.55 - 6.15 4.22 4.045 3.345 3.545 107 174 477 149 361 471 - 478 372 482 - 460 1240 601 633 0 0 601 607 - - 633 - - 6.55 6.25 4.15 - - 4.15 5.55 - - 5.55 - - 4.045 3.345 2.245 173 495 936 482 - - 469 - - 106 173 477 143 172 495 936 106 173 - 143 172 360 471 - 477 481 370 481 - 442 469 Approach EB WB MI MI NB IM M IM M IM M IM M. - 2.245 - 962 IM M IM M M. - 962 M MI IM M IM M SB 0 0 HCM Control Delay, s 19.6 HCM LOS C 12.3 B 0 Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 936 0.003 8.9 A 0 - - 271 495 962 - - 0.09 0.002 - - 19.6 12.3 - - C B - - 0.3 0 0 A 0 M. M. IM Scenario 1 11/22/2022 Synchro 11 Light Report st pm 2 required geo.syn HCM 6th Roundabout Short Total AM 11: WCR1 7 & WCR54 Route #2 Intersection Intersection Delay, s/veh 8.2 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 264 Demand Flow Rate, veh/h 277 Vehicles Circulating, veh/h 253 Vehicles Exiting, veh/h 501 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.7 Approach LOS A Lane 1 1 534 561 363 198 0 1.000 11.9 B 1 1 403 424 255 251 0 1.000 5.8 A 1 1 211 221 605 307 0 1.000 6.7 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 24 4.976 12 4.976 118 4.976 72 Entry Flow, veh/h 253 1068 549 1009 306 1128 149 828 Cap Entry Lane, veh/h 1066 0.952 953 0.952 1064 0.952 744 0.952 Entry HV Adj Factor 0.951 23 0.952 11 0.951 112 0.953 69 Flow Entry, veh/h 241 1017 523 961 291 1074 142 788 Cap Entry, veh/h 1014 0.023 907 0.011 1012 0.104 710 0.088 V/C Ratio 0.237 3.7 0.576 3.8 0.288 4.3 0.200 5.4 Control Delay, s/veh 5.8 A 12.1 A 6.4 A 7.3 A LOS A 0 B 0 A 0 A 0 95th %tile Queue, veh 1 4 1 1 Scenario 1 11/21/2022 Synchro 11 Light Report st am 2.syn Lanes and Geometrics 11: WCR17 & WCR54 Short Total AM Route #2 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT t 4\ t WBR NBL NBT NBR SBL SBT SBR P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.989 0 1790 1538 0.989 0 1790 1538 55 10445 129.5 r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 1900 12 4 1900 1900 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.991 0.991 0 1793 1538 0 1793 0.991 0.991 0 1793 1538 0 1793 55 45 10546 1483 130.7 22.5 0.850 1538 1538 1900 12 200 1 1.00 1.00 0.850 0.999 0 1808 1538 0.999 0 1808 1538 30 1479 33.6 Area Type: Other Scenario 1 11/21/2022 Synchro 11 Light Report st am 2.syn HCM 6th Roundabout Short Total PM 11: WCR1 7 & WCR54 Route #2 Intersection Intersection Delay, s/veh 10.8 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 607 Demand Flow Rate, veh/h 637 Vehicles Circulating, veh/h 445 Vehicles Exiting, veh/h 319 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 15.7 Approach LOS C Lane 1 1 364 382 359 509 0 1.000 8.4 A 1 1 384 404 623 419 0 1.000 8.4 A 1 1 382 401 432 305 0 1.000 7.9 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 40 4.976 4 4.976 159 4.976 69 Entry Flow, veh/h 597 900 378 1011 245 821 332 997 Cap Entry Lane, veh/h 876 0.952 957 0.952 731 0.952 888 0.952 Entry HV Adj Factor 0.953 38 0.953 4 0.951 151 0.953 66 Flow Entry, veh/h 569 857 360 963 233 782 316 949 Cap Entry, veh/h 835 0.044 912 0.004 695 0.193 846 0.070 V/C Ratio 0.681 4.6 0.395 3.8 0.335 6.7 0.374 4.4 Control Delay, s/veh 16.4 A 8.5 A 9.4 A 8.6 A LOS C 0 A 0 A 1 A 0 95th %tile Queue, veh 6 2 1 2 Scenario 1 11/21/2022 Synchro 11 Light Report st pm 2.syn Lanes and Geometrics 11: WCR17 & WCR54 Short Total PM Route #2 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT t 4\ t WBR NBL NBT NBR SBL SBT SBR P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.991 0 1793 1538 0.991 0 1793 1538 55 10445 129.5 r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 1900 12 4 1900 1900 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.985 0.989 0 1782 1538 0 1790 0.985 0.989 0 1782 1538 0 1790 55 45 10546 1483 130.7 22.5 0.850 1538 1538 1900 12 200 1 1.00 1.00 0.850 0.996 0 1802 1538 0.996 0 1802 1538 30 1479 33.6 Area Type: Other Scenario 1 11/21/2022 Synchro 11 Light Report st pm 2.syn HCM 6th Roundabout Short Total AM 8: WCR13 & WCR54 Route #2 Intersection Intersection Delay, s/veh 6.0 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 340 Demand Flow Rate, veh/h 357 Vehicles Circulating, veh/h 161 Vehicles Exiting, veh/h 378 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 5.6 Approach LOS A Lane 1 1 412 437 239 253 0 1.000 6.9 A 1 1 162 175 343 141 0 1.000 5.3 A 1 1 179 188 415 211 0 1.000 5.2 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 34 4.976 50 4.976 26 4.976 64 Entry Flow, veh/h 323 1195 387 1113 149 1066 124 938 Cap Entry Lane, veh/h 1171 0.952 1081 0.952 973 0.775 904 0.952 Entry HV Adj Factor 0.953 32 0.941 48 0.955 20 0.952 61 Flow Entry, veh/h 308 1138 364 1060 142 826 118 894 Cap Entry, veh/h 1116 0.028 1018 0.045 928 0.024 860 0.068 V/C Ratio 0.276 3.4 0.358 3.8 0.153 4.6 0.137 4.7 Control Delay, s/veh 5.8 A 7.3 A 5.3 A 5.5 A LOS A 0 A 0 A 0 A 0 95th %tile Queue, veh 1 2 1 0 Scenario 1 11/28/2022 Synchro 11 Light Report st am 2.syn Lanes and Geometrics 8: WCR13 & WCR54 Short Total AM Route #2 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT t 4\ t WBR NBL NBT NBR SBL SBT SBR P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 410 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 250 340 1 0 25 1.00 1.00 1.00 0.850 0.986 0 1784 1538 0.986 0 1784 1538 30 1605 36.5 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 1900 12 4 1900 1900 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 0.850 0.996 0.991 0 1782 1538 0 1793 0.996 0.991 0 1782 1538 0 1793 55 35 10445 1021 129.5 19.9 0.850 1252 1252 1900 12 250 1 1.00 1.00 0.850 0.992 0 1795 1538 0.992 0 1795 1538 35 854 16.6 Area Type: Other Scenario 1 11/28/2022 Synchro 11 Light Report st am 2.syn HCM 6th Roundabout Short Total PM 8: WCR13 & WCR54 Route #2 Intersection Intersection Delay, s/veh 6.5 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 441 Demand Flow Rate, veh/h 463 Vehicles Circulating, veh/h 264 Vehicles Exiting, veh/h 325 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.7 Approach LOS A Lane 1 1 333 353 186 421 0 1.000 5.9 A 1 1 153 165 483 207 0 1.000 5.8 A 1 1 295 310 348 163 0 1.000 6.0 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 37 4.976 28 4.976 41 4.976 69 Entry Flow, veh/h 426 1117 325 1169 124 898 241 991 Cap Entry Lane, veh/h 1054 0.952 1141 0.952 843 0.855 968 0.952 Entry HV Adj Factor 0.952 35 0.940 27 0.953 35 0.951 66 Flow Entry, veh/h 406 1064 306 1113 118 768 229 943 Cap Entry, veh/h 1004 0.033 1073 0.024 804 0.046 920 0.070 V/C Ratio 0.404 3.7 0.285 3.4 0.147 5.1 0.249 4.5 Control Delay, s/veh 8.0 A 6.1 A 6.0 A 6.4 A LOS A 0 A 0 A 0 A 0 95th %tile Queue, veh 2 1 1 1 Scenario 1 11/28/2022 Synchro 11 Light Report st pm 2.syn Lanes and Geometrics 8: WCR13 & WCR54 Short Total PM Route #2 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT t 4\ t WBR NBL NBT NBR SBL SBT SBR P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 410 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 250 340 1 0 25 1.00 1.00 1.00 0.850 0.993 0 1797 1538 0.993 0 1797 1538 30 1605 36.5 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 1900 12 4 1900 1900 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 0.850 0.997 0.991 0 1780 1538 0 1793 0.997 0.991 0 1780 1538 0 1793 55 35 10445 1021 129.5 19.9 0.850 1380 1380 1900 12 250 1 1.00 1.00 0.850 0.988 0 1788 1538 0.988 0 1788 1538 35 854 16.6 Area Type: Other Scenario 1 11/28/2022 Synchro 11 Light Report st pm 2.syn HCM 6th TWSC Short Total AM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #2 Intersection Int Delay, s/veh Movement 1.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 20 20 0 Stop None 85 70 24 1 118 118 0 Free 0 0 85 5 139 2 2 0 Free None M. M. 85 50 2 4 20 117 20 117 0 0 Free Free - None MI 0 0 85 85 1 5 24 138 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 326 140 140 186 6.9 6.9 5.9 5.9 3.95 3.93 580 755 782 743 570 755 570 782 730 Approach WB 0 0 141 0 NB M. M. - 4.11 M. - 2.209 - 1448 M. M. - 1448 M. M. SB HCM Control Delay, s 10.1 HCM LOS B 0 1.1 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 733 1448 - 0.035 0.016 - 10.1 7.5 0 - B A A - 0.1 0.1 Scenario 1 11/21/2022 Synchro 11 Light Report st am 2.syn HCM 6th TWSC Short Total PM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #2 Intersection Int Delay, s/veh Movement 0.5 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, cio Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 6 6 0 Stop None 85 88 7 1 133 133 0 Free 0 0 85 5 156 1 1 0 Free None M. M. 85 50 1 4 10 197 10 197 0 0 Free Free - None 85 70 12 Minor1 Major1 Major2 MI 0 0 85 5 232 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 413 157 157 256 6.9 7.08 5.9 5.9 - 3.95 4.092 514 705 767 687 507 705 507 767 678 Approach WB 0 0 157 0 NB M. M. - 4.8 M. - 2.83 - 1097 M. M. - 1097 M. M. SB HCM Control Delay, s 10.7 HCM LOS B Minor Lane/Major Mvmt 0 0.4 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 642 1097 - 0.015 0.011 - 10.7 8.3 - B A - 0 0 0 A Scenario 1 11/21/2022 Synchro 11 Light Report st pm 2.syn HCM 6th TWSC Short Total AM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #2 - Required Geometry Intersection Int Delay, s/veh Movement 1.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 20 20 0 Stop None 85 70 24 1 118 118 0 Free 0 0 85 5 139 2 2 0 Free None M. M. 85 50 2 li 20 20 0 Free 150 t 117 117 0 Free None MI - 0 - 0 85 85 1 5 24 138 Minor1 Major1 Major2 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 326 140 140 186 6.9 6.9 5.9 5.9 3.95 3.93 580 755 782 743 570 755 570 782 730 Approach WB 0 0 141 0 NB M. M. - 4.11 M. - 2.209 - 1448 M. M. - 1448 M. M. SB HCM Control Delay, s 10.1 HCM LOS B 0 1.1 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 733 1448 - 0.035 0.016 - 10.1 7.5 - B A - 0.1 0.1 MI MI Scenario 1 11/22/2022 Synchro 11 Light Report st am 2 required geo.syn HCM 6th TWSC Short Total PM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #2 - Required Geometry Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 Minor1 6 6 0 Stop None 85 88 7 1 133 133 0 Free 0 0 85 5 156 li 1 10 1 10 0 0 Free Free None - M. M. 85 50 1 150 85 70 12 Major1 Major2 t 197 197 0 Free None MI 0 0 85 5 232 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 413 157 157 256 6.9 7.08 5.9 5.9 - 3.95 4.092 514 705 767 687 508 705 508 767 679 Approach WB 0 0 157 0 M. M. - 4.8 M. - 2.83 - 1097 M. M. - 1097 M. M. NB SB HCM Control Delay, s 10.7 HCM LOS B Minor Lane/Major Mvmt 0 0.4 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 643 1097 - 0.015 0.011 - 10.7 8.3 - B A - 0 0 MI MI Scenario 1 11/22/2022 Synchro 11 Light Report st pm 2 required geo.syn APPENDIX G HCM 6th TWSC 3: WCR17 & WCR48 1/2 Long Total AM Route #1 Intersection Int Delay, s/veh 1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 15 15 0 Stop M. 0 0 0 95 5 16 20 20 0 Stop None 95 24 21 1 245 245 0 Free 0 0 95 5 258 10 10 0 Free None M. M. 95 5 11 10 10 0 Free 95 43 11 Minor1 Major1 Major2 4 190 190 0 Free None MI 0 0 95 5 200 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 486 264 264 222 6.45 6.44 5.45 5.45 - 3.545 3.516 535 724 773 808 529 724 529 773 799 Approach WB 0 0 269 0 M. M. - 4.53 M. - 2.587 - 1091 M. M. - 1091 M. M. BM NB SB HCM Control Delay, s '11.1 HCM LOS B Minor Lane/Major Mvmt 0 0.4 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 625 1091 - 0.059 0.01 - 11.1 8.3 0 - B A A - 0.2 0 Scenario 1 11/21/2022 Synchro 11 Light Report It am.syn HCM 6th TWSC 3: WCR17 & WCR48 1/2 Long Total PM Route #1 Intersection Int Delay, s/veh 0.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized tie 10 10 0 Stop M. Storage Length 0 Veh in Median Storage, # 0 Grade, % 0 Peak Hour Factor 95 Heavy Vehicles, % 5 Mvmt Flow 11 Major/Minor Minor1 10 10 0 Stop None 95 43 11 1 295 295 0 Free 0 0 95 95 5 5 311 21 20 20 0 Free None M. M. 4 20 430 20 430 0 0 Free Free - None 95 24 21 Major1 Major2 MI 0 0 95 5 453 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 817 322 322 495 6.45 6.63 5.45 5.45 - 3.545 3.687 342 633 728 606 0 0 332 1M 'NM 333 633 333 728 591 Approach WB NB M. M. - 4.34 M. - 2.416 - 1114 M. - 1114 M. M. BM SB 0 HCM Control Delay, s 13.7 HCM LOS B Minor Lane/Major Mvmt 0 0.4 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 436 1114 - 0.048 0.019 - 13.7 8.3 - B A - 0.2 0.1 0 A Scenario 1 11/22/2022 Synchro 11 Light Report It pm.syn HCM 6th TWSC 5: WCR17 & WCR50 Long Total AM Route #1 Intersection Int Delay, s/veh 4.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 140 140 0 Stop M. 0 0 0 95 5 147 35 35 0 Stop None 95 5 37 45 45 0 Free 4 200 200 0 Free None _ _ - 0 - 0 95 95 5 5 47 211 Minor2 Major1 14 135 135 0 Free 0 0 95 5 142 Major2 85 85 0 Free None MI MI 95 5 89 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 492 187 231 187 305 6.45 6.25 4.15 5.45 5.45 - 3.545 3.345 2.245 531 847 1319 838 741 510 847 1319 510 804 741 Approach EB NB 0 - 0 M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 14.7 1.4 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 0 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1319 - 554 0.036 - 0.333 7.8 0 14.7 A A B 0.1 - 1.4 Scenario 1 11/21/2022 Synchro 11 Light Report It am.syn HCM 6th TWSC 5: WCR17 & WCR50 Long Total PM Route #1 Intersection Int Delay, s/veh 13.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 185 185 0 Stop M. 0 0 0 95 5 195 100 100 0 Stop None 95 5 105 55 55 0 Free 4 275 275 0 Free None M. 14 360 360 0 Free - 0 0 - 0 0 95 95 95 5 5 5 58 289 379 Minor2 Major1 Major2 180 180 0 Free None MI MI 95 5 189 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 879 474 405 6.45 5.45 5.45 3.545 314 620 667 474 568 6.25 4.15 3.345 2.245 584 989 292 584 989 292 577 667 Approach EB NB 0 - 0 M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 52 1.5 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 0 SBT SBR Capacity (veh/h) 989 HCM Lane V/C Ratio 0.059 HCM Control Delay (s) 8.9 HCM Lane LOS A HCM 95th %tile Q(veh) 0.2 - 354 - 0.847 0 52 A F - 7.8 Scenario 1 11/22/2022 Synchro 11 Light Report It pm.syn HCM 6th TWSC Long Total AM 5: WCR17 & WCR50 Route #1 - Required Geometry Intersection Int Delay, s/veh 4.3 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'e' '9 t t r Traffic Vol, veh/h 140 35 45 200 135 85 Future Vol, veh/h 140 35 45 200 135 85 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 5 5 5 5 5 5 Mvmt Flow 147 37 47 211 142 89 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 447 142 231 0 - 0 Stage 1 142 - - - Stage 2 305 - - - Critical Hdwy 6.45 6.25 4.15 - Critical Hdwy Stg 1 5.45 - - - Critical Hdwy Stg 2 5.45 - - - Follow-up Hdwy 3.545 3.345 2.245 - Pot Cap -1 Maneuver 564 898 1319 - Stage 1 878 - - - Stage 2 741 - - - Platoon blocked, % - Mov Cap -1 Maneuver 544 898 1319 - Mov Cap -2 Maneuver 544 - - - Stage 1 846 - - - Stage 2 741 - - - MN M Approach EB NB SB HCM Control Delay, s 13.8 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1319 - 591 HCM Lane V/C Ratio 0.036 - 0.312 HCM Control Delay (s) 7.8 - 13.8 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0.1 - 1.3 Scenario 1 11/22/2022 Synchro 11 Light Report It am required geo.syn HCM 6th TWSC Long Total PM 5: WCR17 & WCR50 Route #1 - Required Geometry Intersection Int Delay, s/veh 9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'e' '9 t t r Traffic Vol, veh/h 185 100 55 275 360 180 Future Vol, veh/h 185 100 55 275 360 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 250 - - 250 Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 5 5 5 5 5 5 Mvmt Flow 195 105 58 289 379 189 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 784 379 568 0 - 0 Stage 1 379 - - - Stage 2 405 - - - Critical Hdwy 6.45 6.25 4.15 - Critical Hdwy Stg 1 5.45 - - - Critical Hdwy Stg 2 5.45 - - - Follow-up Hdwy 3.545 3.345 2.245 - Pot Cap -1 Maneuver 358 661 989 - Stage 1 686 - - - Stage 2 667 - - - Platoon blocked, % - Mov Cap -1 Maneuver 337 661 989 - Mov Cap -2 Maneuver 337 - - - Stage 1 646 - - - Stage 2 667 - - - MN M Approach EB NB SB HCM Control Delay, s 34.9 1.5 0 HCM LOS D Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 989 - 407 HCM Lane V/C Ratio 0.059 - 0.737 HCM Control Delay (s) 8.9 - 34.9 HCM Lane LOS A - D HCM 95th %tile Q(veh) 0.2 - 5.9 Scenario 1 11/22/2022 Synchro 11 Light Report It pm required geo.syn HCM 6th Roundabout 11: WCR17 & WCR54 Long Total AM Route #1 Intersection Intersection Delay, s/veh 14.3 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 337 Demand Flow Rate, veh/h 358 Vehicles Circulating, veh/h 332 Vehicles Exiting, veh/h 645 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.0 Approach LOS A Lane 1 1 685 720 472 249 0 1.000 25.2 D 1 1 526 555 320 327 0 1.000 7.4 A 1 1 273 286 784 391 0 1.000 9.2 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 43 4.976 17 4.976 154 4.976 93 Entry Flow, veh/h 315 989 703 926 401 1070 193 715 Cap Entry Lane, veh/h 984 0.862 853 0.952 996 0.952 620 0.952 Entry HV Adj Factor 0.954 37 0.952 16 0.945 147 0.954 89 Flow Entry, veh/h 300 852 669 882 379 1019 184 681 Cap Entry, veh/h 938 0.043 812 0.018 940 0.144 591 0.131 V/C Ratio 0.320 4.6 0.824 4.2 0.403 4.8 0.311 6.7 Control Delay, s/veh 7.2 A 25.7 A 8.4 A 10.4 A LOS A 0 D 0 A 1 B 0 95th %tile Queue, veh 1 9 2 1 Scenario 1 11/22/2022 Synchro 11 Light Report It am.syn Lanes and Geometrics 11: WCR17 & WCR54 Long Total AM Route #1 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.989 0 1790 1392 0.989 0 1790 1392 55 10445 129.5 1900 12 4 1900 1900 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.990 0.990 0 1791 1538 0 1775 0.990 0.990 0 1791 1538 0 1775 55 45 5273 1483 65.4 22.5 0.850 1538 1538 1900 12 200 1 1.00 1.00 0.850 0.999 0 1808 1538 0.999 0 1808 1538 30 1479 33.6 Area Type: Other Scenario 1 11/22/2022 Synchro 11 Light Report It am.syn HCM 6th Roundabout 11: WCR17 & WCR54 Long Total PM Route #1 Intersection Intersection Delay, s/veh 22.0 Intersection LOS C Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 742 Demand Flow Rate, veh/h 783 Vehicles Circulating, veh/h 576 Vehicles Exiting, veh/h 408 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 41.5 Approach LOS E Lane 1 1 464 488 467 608 0 1.000 12.4 B 1 1 500 528 757 542 0 1.000 12.0 B 1 1 490 515 557 386 0 1.000 11.8 B Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 60 4.976 12 4.976 210 4.976 88 Entry Flow, veh/h 723 794 476 931 318 742 427 910 Cap Entry Lane, veh/h 767 0.885 857 0.952 638 0.952 782 0.952 Entry HV Adj Factor 0.953 53 0.953 11 0.942 200 0.951 84 Flow Entry, veh/h 689 703 453 886 300 707 406 867 Cap Entry, veh/h 730 0.075 816 0.012 601 0.283 744 0.097 V/C Ratio 0.943 5.9 0.555 4.2 0.499 8.5 0.546 5.1 Control Delay, s/veh 44.3 A 12.6 A 14.3 A 13.2 A LOS E 0 B 0 B 1 B 0 95th %tile Queue, veh 14 3 3 3 Scenario 1 11/22/2022 Synchro 11 Light Report It pm.syn Lanes and Geometrics 11: WCR17 & WCR54 Long Total PM Route #1 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.990 0 1791 1429 0.990 0 1791 1429 55 10445 129.5 1900 12 4 1900 1900 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.985 0.988 0 1782 1538 0 1767 0.985 0.988 0 1782 1538 0 1767 55 45 5273 1483 65.4 22.5 0.850 1538 1538 1900 12 200 1 1.00 1.00 0.850 0.996 0 1802 1538 0.996 0 1802 1538 30 1479 33.6 Area Type: Other Scenario 1 11/22/2022 Synchro 11 Light Report It pm.syn HCM 6th Roundabout 8: WCR13 & WCR54 Long Total AM Route #1 Intersection Intersection Delay, s/veh 6.9 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 400 Demand Flow Rate, veh/h 420 Vehicles Circulating, veh/h 187 Vehicles Exiting, veh/h 442 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 6.4 Approach LOS A Lane 1 1 484 512 283 298 0 1.000 8.1 A 1 1 195 209 403 165 0 1.000 5.9 A 1 1 211 222 485 249 0 1.000 5.9 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 39 4.976 61 4.976 31 4.976 78 Entry Flow, veh/h 381 1166 451 1070 178 1018 144 879 Cap Entry Lane, veh/h 1140 0.952 1034 0.952 915 0.833 841 0.952 Entry HV Adj Factor 0.952 37 0.944 58 0.950 26 0.953 74 Flow Entry, veh/h 363 1111 426 1019 169 849 137 837 Cap Entry, veh/h 1086 0.033 976 0.057 869 0.031 802 0.088 V/C Ratio 0.334 3.5 0.436 4.0 0.195 4.5 0.171 5.2 Control Delay, s/veh 6.6 A 8.7 A 6.1 A 6.3 A LOS A 0 A 0 A 0 A 0 95th %tile Queue, veh 1 2 1 1 Scenario 1 11/28/2022 Synchro 11 Light Report It am.syn Lanes and Geometrics 8: WCR13 & WCR54 Long Total AM Route #1 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 410 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 250 340 1 0 25 1.00 1.00 1.00 0.850 0.986 0 1784 1538 0.986 0 1784 1538 30 1605 36.5 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 0.850 0.996 0.991 0 1786 1538 0 1793 0.996 0.991 0 1786 1538 0 1793 55 35 10445 1021 129.5 19.9 0.850 1346 1346 1900 12 250 1 1.00 1.00 0.850 0.992 0 1795 1538 0.992 0 1795 1538 35 854 16.6 Area Type: Other Scenario 1 11/28/2022 Synchro 11 Light Report It am.syn HCM 6th Roundabout 8: WCR13 & WCR54 Long Total PM Route #1 Intersection Intersection Delay, s/veh 8.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 558 Demand Flow Rate, veh/h 586 Vehicles Circulating, veh/h 329 Vehicles Exiting, veh/h 408 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 10.4 Approach LOS B Lane 1 1 421 446 232 530 0 1.000 7.1 A 1 1 189 202 608 258 0 1.000 7.1 A 1 1 373 391 434 205 0 1.000 7.5 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 49 4.976 39 4.976 48 4.976 88 Entry Flow, veh/h 537 1061 407 1120 154 804 303 910 Cap Entry Lane, veh/h 987 0.952 1089 0.952 742 0.877 886 0.952 Entry HV Adj Factor 0.952 47 0.943 37 0.954 42 0.954 84 Flow Entry, veh/h 511 1010 384 1066 147 705 289 867 Cap Entry, veh/h 939 0.047 1027 0.035 708 0.060 845 0.097 V/C Ratio 0.544 4.0 0.374 3.7 0.207 5.7 0.342 5.1 Control Delay, s/veh 11.0 A 7.4 A 7.4 A 8.2 A LOS B 0 A 0 A 0 A 0 95th %tile Queue, veh 3 2 1 2 Scenario 1 11/28/2022 Synchro 11 Light Report It pm.syn Lanes and Geometrics 8: WCR13 & WCR54 Long Total PM Route #1 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 410 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 250 340 1 0 25 1.00 1.00 1.00 0.850 0.993 0 1797 1538 0.993 0 1797 1538 30 1605 36.5 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 0.850 0.997 0.991 0 1786 1538 0 1793 0.997 0.991 0 1786 1538 0 1793 55 35 10445 1021 129.5 19.9 0.850 1417 1417 1900 12 250 1 1.00 1.00 0.850 0.988 0 1788 1538 0.988 0 1788 1538 35 854 16.6 Area Type: Other Scenario 1 11/28/2022 Synchro 11 Light Report It pm.syn HCM 6th TWSC 12: WCR13 & Loveland Ready -Mix Batch Plant Access Long Total AM Route #1 Intersection Int Delay, s/veh Movement 1.6 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, cio Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 5 5 0 Stop M. 0 0 0 95 50 5 30 30 0 Stop None 95 55 32 1 155 155 0 Free 0 0 95 5 163 5 5 0 Free None M. 95 50 5 30 30 0 Free 95 55 32 Minor1 Major1 Major2 4 150 150 0 Free None 0 0 95 5 158 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 388 166 166 222 6.9 6.75 5.9 5.9 - 3.95 3.795 532 757 759 714 516 757 516 759 692 Approach WB 0 0 168 0 NB M. M. - 4.65 M. - 2.695 - 1144 M. M. - 1144 M. M. BM SB HCM Control Delay, s 10.3 HCM LOS B Minor Lane/Major Mvmt 0 1.4 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 710 1144 - 0.052 0.028 - 10.3 8.2 0 - B A A - 0.2 0.1 Scenario 1 11/21/2022 Synchro 11 Light Report It am.syn HCM 6th TWSC 12: WCR13 & Loveland Ready -Mix Batch Plant Access Long Total PM Route #1 Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow tie 5 5 0 Stop 0 0 0 95 50 5 Major/Minor Minor1 10 10 0 Stop None 95 65 11 1 170 170 0 Free 0 0 95 5 179 5 5 0 Free None M. M. 95 50 5 15 15 0 Free 95 60 16 Major1 Major2 4 260 260 0 Free None MI 0 0 95 5 274 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 488 182 182 306 6.9 6.85 5.9 5.9 - 3.95 3.885 462 722 746 650 454 722 454 746 639 Approach WB 0 0 184 NB M. M. - 4.7 M. - 2.74 - 1107 M. M. - 1107 M. M. BM SB 0 HCM Control Delay, s 11.1 HCM LOS B Minor Lane/Major Mvmt 0 0.5 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 603 1107 - 0.026 0.014 - 11.1 8.3 - B A - 0.1 0 0 A Scenario 1 11/22/2022 Synchro 11 Light Report It pm.syn HCM 6th TWSC Long Total AM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #1 - Required Geometry Intersection Int Delay, s/veh Movement 1.6 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 5 5 0 Stop 0 0 0 95 50 5 30 30 0 Stop None 95 55 32 1 155 155 0 Free 0 0 95 5 163 5 5 0 Free None li 30 30 0 Free - 150 95 50 5 95 55 32 Minor1 Major1 Major2 t 150 150 0 Free None MI 0 0 95 5 158 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 388 166 166 222 6.9 6.75 5.9 5.9 - 3.95 3.795 532 757 759 714 517 757 517 759 694 Approach WB 0 0 168 0 M. M. - 4.65 M. - 2.695 - 1144 M. M. - 1144 M. M. BM NB SB HCM Control Delay, s 10.3 HCM LOS B Minor Lane/Major Mvmt 0 1.4 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 710 1144 - 0.052 0.028 - 10.3 8.2 - B A - 0.2 0.1 MI MI Scenario 1 11/22/2022 Synchro 11 Light Report It am required geo.syn HCM 6th TWSC Long Total PM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #1 - Required Geometry Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 5 5 0 Stop 0 0 0 95 50 5 10 10 0 Stop None 95 65 11 1 170 170 0 Free 0 0 95 5 179 5 5 0 Free None M. M. 95 50 5 li 15 15 0 Free 150 95 60 16 Minor1 Major1 Major2 t 260 260 0 Free None MI 0 0 95 5 274 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 488 182 182 306 6.9 6.85 5.9 5.9 - 3.95 3.885 462 722 746 650 456 722 456 746 641 Approach WB 0 0 184 0 M. M. - 4.7 M. - 2.74 - 1107 M. M. - 1107 M. M. BM NB SB HCM Control Delay, s 11.1 HCM LOS B 0 0.5 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 604 1107 - 0.026 0.014 - 11.1 8.3 - B A - 0.1 0 MI MI Scenario 1 11/22/2022 Synchro 11 Light Report It pm required geo.syn APPENDIX H HCM 6th Signalized Intersection Summary 17: SH257 & WCR54 Long Total AM Route #2 Movement ." EBL EBT -NiT ima EBR WBL 1- t 4 \ t P \ . i WBT WBR NBL NBT NBR SBL SBT SBR i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 215 215 0 1.00 1.00 1826 226 0.95 5 250 0.08 1739 t r Ili t r Iii t r ii 175 75 60 360 90 170 730 45 35 175 75 60 360 90 170 730 45 35 0 0 0 0 0 0 0 0 0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 No No No 1826 1752 1826 1826 1826 1796 1826 1826 1826 184 1 63 379 1 179 768 1 37 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 5 10 5 5 5 7 5 5 5 484 378 378 430 349 347 853 707 202 0.27 0.25 0.05 0.24 0.23 0.07 0.47 0.46 0.04 1826 1485 1739 1826 1547 1711 1826 1547 1739 t 525 525 0 1.00 No 1826 553 0.95 5 800 0.44 1826 125 125 0 1.00 1.00 1826 53 0.95 5 662 0.43 1547 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 226 184 1 63 379 1 179 768 1 37 553 53 1739 1826 1485 1739 1826 1547 1711 1826 1547 1739 1826 1547 8.0 8.1 0.0 2.6 19.6 0.0 5.4 37.9 0.0 1.1 23.9 2.0 8.0 8.1 0.0 2.6 19.6 0.0 5.4 37.9 0.0 1.1 23.9 2.0 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 250 484 378 378 430 349 347 853 707 202 800 662 0.91 0.38 0.00 0.17 0.88 0.00 0.52 0.90 0.00 0.18 0.69 0.08 250 484 378 411 465 379 347 853 707 252 800 662 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 30.6 29.5 27.3 26.0 36.2 29.5 16.6 24.0 14.5 20.2 22.2 16.6 33.0 0.5 0.0 0.2 16.8 0.0 1.3 14.4 0.0 0.4 4.9 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 5.9 3.3 0.0 1.0 10.0 0.0 1.9 17.4 0.0 0.4 10.0 0.7 63.6 30.0 27.3 26.2 53.0 29.5 17.9 38.5 14.5 20.6 27.1 16.8 E C C C D C B D B C C B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 411 48.5 D 2 3 4 443 49.1 D 5 6 7 948 34.6 C 8 643 25.8 C Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 7.2 4.0 6.0 3.1 0.0 51.8 7.0 42.0 39.9 1.0 8.1 31.0 4.0 6.0 6.0 25.0 4.6 10.1 0.0 0.7 10.0 4.0 6.0 7.4 0.0 49.0 7.0 42.0 25.9 2.9 11.0 4.0 7.0 10.0 0.0 28.1 6.0 24.0 21.6 0.5 HCM 6th Ctrl Delay HCM 6th LOS 37.2 D Scenario 1 11/22/2022 Synchro 11 Light Report It am 2.syn Timing Report, Sorted By Phase 17: SH257 & WCR54 Long Total AM Route #2 Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL 1/1/BL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 49 10 31 10 49 11 30 Maximum Split C/0) 10.0% 49.0% 10.0% 31.0% 10.0% 49.0% 11.0% 30.0% Minimum Split (s) 10 25 10 24 10 25 10 24 Yellow Time (s) 3 5 3 4 3 5 3 4 All -Red Time (s) 1 2 1 2 1 2 1 2 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 59 69 0 10 59 70 End Time (s) 10 59 69 0 10 59 70 0 Yield/Force Off (s) 6 52 65 94 6 52 66 94 Yield/Force Off 170(s) 6 41 65 83 6 41 66 83 Local Start Time (s) 90 0 49 59 90 0 49 60 Local Yield (s) 96 42 55 84 96 42 56 84 Local Yield 170(s) 96 31 55 73 96 31 56 73 Intersection Summary Cycle Length Control Type Natural Cycle 100 Actuated -Uncoordinated 90 Splits and Phases: 17: SH257 & WCR54 \ili 2 i to2 123 ( 4 ,10s 1,249 s � Jww s 31 s 411\ t.•ic Nro �. 4— ci 10s 149s 111s 30 Scenario 1 11/22/2022 Synchro 11 Light Report It am 2.syn Queues 17: SH257 & WCR54 Long Total AM Route #2 Lane Group EBL EBT -NiT Tr EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR k. 4\ t P \D ir I Lane Group Flow (vph) 226 184 79 63 379 95 179 768 47 37 553 132 v/c Ratio 0.99 0.37 0.16 0.15 0.87 0.21 0.54 0.89 0.06 0.18 0.70 0.18 Control Delay 84.5 32.8 1.9 21.2 57.8 3.5 17.6 39.8 0.2 11.9 28.9 3.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 84.5 32.8 1.9 21.2 57.8 3.5 17.6 39.8 0.2 11.9 28.9 3.9 Queue Length 50th (ft) 101 97 0 25 230 0 53 473 0 10 282 0 Queue Length 95th (ft) #236 160 9 53 #384 21 89 #732 0 24 411 34 Internal Link Dist (ft) 10466 1736 13217 728 Turn Bay Length (ft) 250 250 250 250 700 400 700 400 Base Capacity (vph) 229 492 481 409 458 473 331 863 781 212 788 730 Starvation Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 0 0 0 0 0 0 Reduced v/c Ratio 0.99 0.37 0.16 0.15 0.83 0.20 0.54 0.89 0.06 0.17 0.70 0.18 Intersection Summary # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Scenario 1 11/22/2022 Synchro 11 Light Report It am 2.syn HCM 6th Signalized Intersection Summary 17: SH257 & WCR54 Long Total PM Route #2 Movement ." EBL EBT -NiT ima EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 1- t 4 \ t P \ ir i Lane Configurations Traffic Volume (veh/h) Future Volume (veh/h) Initial Q (Qb), veh Ped-Bike Adj(A_pbT) Parking Bus, Adj Work Zone On Approach Adj Sat Flow, veh/h/ln Adj Flow Rate, veh/h Peak Hour Factor Percent Heavy Veh, % Cap, veh/h Arrive On Green Sat Flow, veh/h 195 195 0 1.00 1.00 1826 205 0.95 5 345 0.08 1739 t 420 420 0 1.00 No 1826 442 0.95 5 487 0.27 1826 r ii 90 65 90 65 0 0 1.00 1.00 1.00 1.00 1767 1826 1 68 0.95 0.95 9 5 383 198 0.26 0.05 1497 1739 t r vi 240 40 85 240 40 85 0 0 0 1.00 1.00 1.00 1.00 1.00 No 1826 1826 1767 253 1 89 0.95 0.95 0.95 5 5 9 433 351 195 0.24 0.23 0.06 1826 1547 1682 t 665 665 0 1.00 No 1826 700 0.95 5 814 0.45 1826 90 90 0 1.00 1.00 1826 26 0.95 5 674 0.44 1547 li 85 85 0 1.00 1.00 1826 89 0.95 5 247 0.06 1739 t 735 735 0 1.00 No 1826 774 0.95 5 814 0.45 1826 120 120 0 1.00 1.00 1826 53 0.95 5 674 0.44 1547 Grp Volume(v), veh/h Grp Sat Flow(s),veh/h/In Q Serve(g_s), s Cycle Q Clear(g_c), s Prop In Lane Lane Grp Cap(c), veh/h V/C Ratio(X) Avail Cap(c_a), veh/h HCM Platoon Ratio Upstream Filter(I) Uniform Delay (d), s/veh Incr Delay (d2), s/veh Initial Q Delay(d3),s/veh %Ile BackOfO(50c/0),veh/In Unsig. Movement Delay, s/veh LnGrp Delay(d),s/veh LnGrp LOS 205 1739 8.0 8.0 1.00 345 0.59 345 1.00 1.00 25.7 2.7 0.0 3.4 442 1 68 1826 1497 1739 22.6 0.0 2.8 22.6 0.0 2.8 1.00 1.00 487 383 198 0.91 0.00 0.34 492 388 231 1.00 1.00 1.00 1.00 1.00 1.00 34.2 26.7 27.4 20.6 0.0 1.0 0.0 0.0 0.0 11.9 0.0 1.1 28.5 54.8 26.7 28.4 C D C C 253 1826 11.8 11.8 433 0.58 473 1.00 1.00 32.6 1.6 0.0 5.0 34.1 1 1547 0.0 0.0 1.00 351 0.00 385 1.00 1.00 28.8 0.0 0.0 0.0 28.8 C C 89 1682 2.7 2.7 1.00 195 0.46 221 1.00 1.00 21.6 1.7 0.0 1.0 700 1826 33.2 33.2 814 0.86 814 1.00 1.00 24.0 11.5 0.0 14.9 26 1547 0.9 0.9 1.00 674 0.04 674 1.00 1.00 15.6 0.1 0.0 0.3 89 1739 2.6 2.6 1.00 247 0.36 273 1.00 1.00 19.1 0.9 0.0 0.9 774 1826 39.3 39.3 814 0.95 814 1.00 1.00 25.7 21.6 0.0 19.4 53 1547 1.9 1.9 1.00 674 0.08 674 1.00 1.00 15.9 0.2 0.0 0.7 23.3 35.5 15.7 20.0 47.3 16.1 C D B B D B Approach Vol, veh/h Approach Delay, s/veh Approach LOS Timer - Assigned Phs 1 648 46.4 D 2 3 322 32.9 C 815 33.5 C 4 5 6 7 8 916 42.8 D Phs Duration (G+Y+Rc), s Change Period (Y+Rc), s Max Green Setting (Gmax), s Max Q Clear Time (g_c+11), s Green Ext Time (p_c), s Intersection Summary 8.5 4.0 6.0 4.6 0.0 49.0 7.0 42.0 35.2 2.3 8.2 4.0 6.0 4.8 0.0 30.7 6.0 25.0 24.6 0.1 8.5 4.0 6.0 4.7 0.0 49.0 7.0 42.0 41.3 0.4 11.0 4.0 7.0 10.0 0.0 27.9 6.0 24.0 13.8 0.8 HCM 6th Ctrl Delay HCM 6th LOS 39.7 D Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2.syn Timing Report, Sorted By Phase 17: SH257 & WCR54 Long Total PM Route #2 Phase Number �. r ir 4- 1 2 3 4 5 6 7 8 Movement SBL NBTL 1/1/BL EBTL NBL SBTL EBL WBTL Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lead -Lag Optimize Yes Yes Yes Yes Yes Yes Yes Yes Recall Mode None Max None None None Max None None Maximum Split (s) 10 49 10 31 10 49 11 30 Maximum Split C/0) 10.0% 49.0% 10.0% 31.0% 10.0% 49.0% 11.0% 30.0% Minimum Split (s) 10 25 10 24 10 25 10 24 Yellow Time (s) 3 5 3 4 3 5 3 4 All -Red Time (s) 1 2 1 2 1 2 1 2 Minimum Initial (s) 5 5 5 5 5 5 5 5 Vehicle Extension (s) 3 3 3 3 3 3 3 3 Minimum Gap (s) 3 3 3 3 3 3 3 3 Time Before Reduce (s) 0 0 0 0 0 0 0 0 Time To Reduce (s) 0 0 0 0 0 0 0 0 Walk Time (s) 7 7 7 7 Flash Dont Walk (s) 11 11 11 11 Dual Entry No Yes No Yes No Yes No Yes Inhibit Max Yes Yes Yes Yes Yes Yes Yes Yes Start Time (s) 0 10 59 69 0 10 59 70 End Time (s) 10 59 69 0 10 59 70 0 Yield/Force Off (s) 6 52 65 94 6 52 66 94 Yield/Force Off 170(s) 6 41 65 83 6 41 66 83 Local Start Time (s) 90 0 49 59 90 0 49 60 Local Yield (s) 96 42 55 84 96 42 56 84 Local Yield 170(s) 96 31 55 73 96 31 56 73 Intersection Summary Cycle Length Control Type Natural Cycle 100 Actuated -Uncoordinated 90 Splits and Phases: 17: SH257 & WCR54 \ili 2 i to2 123 ( 4 ,10s 1,249 s � Jww s 31 s 411\ t.•ic Nro �. 4— ci 10s 149s 111s 30 Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2.syn Queues 17: SH257 & WCR54 Long Total PM Route #2 Lane Group ." EBL EBT -NiT Tr EBR WBL 1- v1BT v1BR NBL NBT NBR SBL SBT SBR t 4\ tt Lane Group Flow (vph) v/c Ratio Control Delay Queue Delay Total Delay Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio Intersection Summary 205 442 95 68 253 42 0.63 0.92 0.20 0.33 0.61 0.10 32.2 60.8 3.4 24.8 39.7 0.4 0.0 0.0 0.0 0.0 0.0 0.0 32.2 60.8 3.4 24.8 39.7 0.4 91 276 0 28 141 0 148 #467 20 57 222 0 10466 1736 250 250 250 250 327 498 488 207 479 488 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.63 0.89 0.19 0.33 0.53 0.09 89 0.45 19.0 0.0 19.0 25 53 700 198 0 0 0 0.45 700 0.85 36.7 0.0 36.7 404 #635 13217 825 0 0 0 0.85 95 89 774 126 0.13 0.36 0.94 0.17 2.4 14.5 47.4 4.0 0.0 0.0 0.0 0.0 2.4 14.5 47.4 4.0 0 25 479 0 19 48 #740 33 728 400 700 400 751 247 825 755 0 0 0 0 0 0 0 0 0 0 0 0 0.13 0.36 0.94 0.17 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2.syn HCM 6th TWSC 4: SH257 & WCR48 1/2 Long Total AM Route #2 Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 10 10 0 Stop M. 4 0 0 0 Stop 0 - 0 95 95 40 5 11 0 Minor2 10 10 0 Stop None 0 0 0 Stop M. 95 95 5 5 11 0 4 0 0 0 Stop 1 30 1 30 0 0 Stop Free None 4 850 850 0 Free M. 0 - - 0 0 - - 0 95 95 95 95 5 5 5 5 0 1 32 895 Minor1 Major1 0 0 0 Free None 95 5 0 4 1 660 1 660 0 0 Free Free - 0 - 0 95 95 5 5 1 695 Major2 15 15 0 Free None MI 95 30 16 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1665 705 960 7.5 6.5 6.5 3.86 62 1664 705 959 6.55 5.55 5.55 4.045 95 372 435 264 331 703 1670 - 959 - 711 6.25 7.15 - 6.15 - 6.15 3.345 3.545 433 75 - 305 - 419 1672 895 711 959 713 6.55 6.25 4.15 5.55 5.55 - 4.045 3.345 2.245 94 335 875 331 431 MI MI MI 58 88 433 69 87 335 875 58 88 - 69 87 345 434 - 283 307 244 307 - 408 430 Approach EB MI MI WB NB 0 0 895 - 4.15 - 2.245 - 746 - 746 SB 0 0 HCM Control Delay, s 49.2 15.8 0.3 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 875 0.036 9.3 A 0.1 - 102 335 746 - 0.206 0.003 0.001 0 - 49.2 15.8 9.8 A - E C A - 0.7 0 0 M. 0 A M. Scenario 1 11/21/2022 Synchro 11 Light Report It am 2.syn HCM 6th TWSC 4: SH257 & WCR48 1/2 Long Total PM Route #2 Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 95 80 5 Minor2 4 0 0 0 Stop 0 0 95 5 0 25 25 0 Stop None 95 5 26 0 0 0 Stop M. 95 5 0 4 0 0 0 Stop 1 5 840 0 1 870 1 5 840 0 1 870 0 0 0 0 0 0 Stop Free Free Free Free Free None - - None 0 - - 0 0 - - 0 95 95 95 95 5 5 5 5 0 1 5 884 Minor1 Major1 95 5 0 0 0 95 95 5 5 1 916 Major2 10 10 0 Free None MI 95 43 11 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1819 924 895 7.9 6.9 6.9 4.22 38 238 248 1818 924 894 6.55 5.55 5.55 4.045 76 344 355 922 1831 - 894 - 937 6.25 7.15 - 6.15 - 6.15 3.345 3.545 323 58 - 332 - 314 1823 884 927 894 929 6.55 6.25 4.15 5.55 5.55 - 4.045 3.345 2.245 76 340 725 355 342 MI MI MI 37 75 323 53 75 340 725 37 75 - 53 75 235 343 - 327 350 244 350 - 288 341 Approach EB WB MI NB 0 0 884 - 4.15 - 2.245 - 753 mi - 753 SB 0 0 HCM Control Delay, s 37.8 HCM LOS E Minor Lane/Major Mvmt NBL 15.6 C 0.1 NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 725 0.007 10 0 B A 0 - 141 340 753 - 0.224 0.003 0.001 - 37.8 15.6 9.8 - E C A - 0.8 0 0 M. 0 A M. Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2.syn HCM 6th TWSC Long Total AM 4: SH257 & WCR48 1/2 Route #2 - Required Geometry Intersection Int Delay, s/veh 0.8 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 10 10 0 Stop M. 4 0 0 0 Stop 0 - 0 95 95 40 5 11 0 Minor2 10 10 0 Stop None 0 0 0 Stop M. 95 95 5 5 11 0 Minor1 4 0 0 0 Stop 1 30 850 0 1 30 850 0 0 0 0 0 Stop Free Free Free None - None - 400 M. 0 - - 0 0 - - 0 95 95 95 95 5 5 5 5 0 1 32 895 Major1 1 660 15 1 660 15 0 0 0 Free Free Free - - None - 400 95 5 0 - 0 - 0 95 95 5 5 1 695 Major2 MI 95 30 16 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1665 705 960 7.5 6.5 6.5 3.86 62 372 264 1664 705 959 6.55 5.55 5.55 4.045 95 435 331 703 1670 959 711 6.25 7.15 6.15 - 6.15 3.345 3.545 433 75 305 419 1672 895 711 0 0 895 959 713 6.55 6.25 4.15 - 4.15 5.55 5.55 - 4.045 3.345 2.245 94 335 875 331 431 MI MI MI M 60 91 433 71 90 335 875 60 91 - 71 90 358 435 - 294 319 254 319 - 408 431 Approach EB WB MI NB IM M M. IM M IM M. - 2.245 - 746 IM M IM M M. - 746 SB 0 0 HCM Control Delay, s 47.7 HCM LOS E Minor Lane/Major Mvmt NBL 15.8 C 0.3 NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 875 0.036 9.3 A 0.1 - 105 335 746 - 0.201 0.003 0.001 - 47.7 15.8 9.8 - E C A - 0.7 0 0 M. IM IM Scenario 1 11/22/2022 Synchro 11 Light Report It am 2 required geo.syn HCM 6th TWSC Long Total PM 4: SH257 & WCR48 1/2 Route #2 - Required Geometry Intersection Int Delay, s/veh 0.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 5 5 0 Stop M. 95 80 5 Minor2 4 0 0 0 Stop 0 0 95 5 0 25 25 0 Stop None 95 5 26 0 0 1 5 840 0 1 0 0 1 5 840 0 1 0 0 0 0 0 0 0 Stop Stop Stop Free Free Free Free - - None - - None M. 95 5 0 Minor1 - 400 M. 0 - - 0 0 - - 0 95 95 95 95 5 5 5 5 0 1 5 884 Major1 - 400 95 5 0 1 870 870 0 Free 0 0 95 95 5 5 1 916 Major2 10 10 0 Free None MI 95 43 11 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 1819 924 895 7.9 6.9 6.9 4.22 38 238 248 1818 924 894 6.55 5.55 5.55 4.045 76 344 355 922 1831 894 937 6.25 7.15 6.15 - 6.15 3.345 3.545 323 58 332 314 1823 884 927 0 0 884 894 - - - - - 929 - - - - - 6.55 6.25 4.15 - - 4.15 5.55 - - - - - 5.55 - - - - - 4.045 3.345 2.245 - - 2.245 76 340 725 - - 753 355 - - - - - 342 - - - - - 38 75 323 53 75 340 725 38 75 - 53 75 236 344 - 330 353 246 353 - 288 342 Approach EB WB MI MI NB IM M. IM IM - 753 SB 0 0 HCM Control Delay, s 36.9 HCM LOS E Minor Lane/Major Mvmt 15.6 C 0.1 NBL NBT NBR EBLn1WBLn1 SBL SBT SBR 0 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 725 0.007 10 B 0 - 144 340 753 - 0.219 0.003 0.001 - 36.9 15.6 9.8 - E C A - 0.8 0 0 M. IM IM Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2 required geo.syn HCM 6th Roundabout 11: WCR17 & WCR54 Long Total AM Route #2 Intersection Intersection Delay, s/veh 14.1 Intersection LOS B Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 337 Demand Flow Rate, veh/h 354 Vehicles Circulating, veh/h 332 Vehicles Exiting, veh/h 640 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 7.0 Approach LOS A Lane 1 1 690 725 462 254 0 1.000 24.8 C 1 1 520 545 325 327 0 1.000 7.3 A 1 1 273 286 779 391 0 1.000 9.1 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 34 4.976 17 4.976 154 4.976 93 Entry Flow, veh/h 320 989 708 926 391 1065 193 718 Cap Entry Lane, veh/h 984 0.952 861 0.952 991 0.952 623 0.952 Entry HV Adj Factor 0.954 32 0.952 16 0.953 147 0.954 89 Flow Entry, veh/h 305 941 674 882 373 1014 184 684 Cap Entry, veh/h 938 0.034 820 0.018 944 0.145 595 0.130 V/C Ratio 0.325 4.1 0.822 4.2 0.395 4.9 0.310 6.7 Control Delay, s/veh 7.3 A 25.3 A 8.2 A 10.3 A LOS A 0 D 0 A 1 B 0 95th %tile Queue, veh 1 9 2 1 Scenario 1 11/22/2022 Synchro 11 Light Report It am 2.syn Lanes and Geometrics 11: WCR17 & WCR54 Long Total AM Route #2 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.989 0 1790 1538 0.989 0 1790 1538 55 10445 129.5 r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.990 0.991 0 1791 1538 0 1793 0.990 0.991 0 1791 1538 0 1793 55 45 10546 1483 130.7 22.5 0.850 1538 1538 1900 12 200 1 1.00 1.00 0.850 0.999 0 1808 1538 0.999 0 1808 1538 30 1479 33.6 Area Type: Other Scenario 1 11/22/2022 Synchro 11 Light Report It am 2.syn HCM 6th Roundabout 11: WCR17 & WCR54 Long Total PM Route #2 Intersection Intersection Delay, s/veh 22.6 Intersection LOS C Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 742 Demand Flow Rate, veh/h 779 Vehicles Circulating, veh/h 576 Vehicles Exiting, veh/h 403 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 43.5 Approach LOS E Lane 1 1 469 493 457 615 0 1.000 12.3 B 1 1 494 518 764 542 0 1.000 11.8 B 1 1 490 515 552 386 0 1.000 11.7 B Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 49 4.976 12 4.976 210 4.976 88 Entry Flow, veh/h 730 794 481 931 308 737 427 915 Cap Entry Lane, veh/h 767 0.952 866 0.952 633 0.952 786 0.952 Entry HV Adj Factor 0.953 47 0.953 11 0.954 200 0.951 84 Flow Entry, veh/h 695 756 458 886 294 702 406 871 Cap Entry, veh/h 730 0.062 825 0.012 604 0.285 748 0.096 V/C Ratio 0.952 5.4 0.556 4.2 0.487 8.6 0.543 5.1 Control Delay, s/veh 46.1 A 12.5 A 13.9 A 13.1 A LOS E 0 B 0 B 1 B 0 95th %tile Queue, veh 14 3 3 3 Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2.syn Lanes and Geometrics 11: WCR17 & WCR54 Long Total PM Route #2 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 0 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.990 0 1791 1538 0.990 0 1791 1538 55 10445 129.5 r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 r 1900 1900 1900 12 12 12 0% 200 0 1 0 25 1.00 1.00 1.00 0.850 0.985 0.989 0 1782 1538 0 1790 0.985 0.989 0 1782 1538 0 1790 55 45 10546 1483 130.7 22.5 0.850 1538 1538 1900 12 200 1 1.00 1.00 0.850 0.996 0 1802 1538 0.996 0 1802 1538 30 1479 33.6 Area Type: Other Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2.syn HCM 6th Roundabout 8: WCR13 & WCR54 Long Total AM Route #2 Intersection Intersection Delay, s/veh 6.9 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 400 Demand Flow Rate, veh/h 420 Vehicles Circulating, veh/h 187 Vehicles Exiting, veh/h 442 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 6.4 Approach LOS A Lane 1 1 484 512 283 298 0 1.000 8.1 A 1 1 195 209 403 165 0 1.000 5.9 A 1 1 211 222 485 249 0 1.000 5.9 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 39 4.976 61 4.976 31 4.976 78 Entry Flow, veh/h 381 1166 451 1070 178 1018 144 879 Cap Entry Lane, veh/h 1140 0.952 1034 0.952 915 0.833 841 0.952 Entry HV Adj Factor 0.952 37 0.944 58 0.950 26 0.953 74 Flow Entry, veh/h 363 1111 426 1019 169 849 137 837 Cap Entry, veh/h 1086 0.033 976 0.057 869 0.031 802 0.088 V/C Ratio 0.334 3.5 0.436 4.0 0.195 4.5 0.171 5.2 Control Delay, s/veh 6.6 A 8.7 A 6.1 A 6.3 A LOS A 0 A 0 A 0 A 0 95th %tile Queue, veh 1 2 1 1 Scenario 1 11/28/2022 Synchro 11 Light Report It am 2.syn Lanes and Geometrics 8: WCR13 & WCR54 Long Total AM Route #2 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 410 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 250 340 1 0 25 1.00 1.00 1.00 0.850 0.986 0 1784 1538 0.986 0 1784 1538 30 1605 36.5 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 0.850 0.996 0.991 0 1786 1538 0 1793 0.996 0.991 0 1786 1538 0 1793 55 35 10445 1021 129.5 19.9 0.850 1346 1346 1900 12 250 1 1.00 1.00 0.850 0.992 0 1795 1538 0.992 0 1795 1538 35 854 16.6 Area Type: Other Scenario 1 11/28/2022 Synchro 11 Light Report It am 2.syn HCM 6th Roundabout 8: WCR13 & WCR54 Long Total PM Route #2 Intersection Intersection Delay, s/veh 8.4 Intersection LOS A Approach EB WB NB SB Entry Lanes 1 Conflicting Circle Lanes 1 Adj Approach Flow, veh/h 558 Demand Flow Rate, veh/h 586 Vehicles Circulating, veh/h 329 Vehicles Exiting, veh/h 408 Ped Vol Crossing Leg, #/h 0 Ped Cap Adj 1.000 Approach Delay, s/veh 10.4 Approach LOS B Lane 1 1 421 446 232 530 0 1.000 7.1 A 1 1 189 202 608 258 0 1.000 7.1 A 1 1 373 391 434 205 0 1.000 7.5 A Left Bypass Left Bypass Left Bypass Left Bypass Designated Moves LT R LT R LT R LT R Assumed Moves LT R LT R LT R LT R RT Channelized Yield Yield Yield Yield Lane Util 1.000 1.000 1.000 1.000 Follow -Up Headway, s 2.609 2.609 2.609 2.609 Critical Headway, s 4.976 49 4.976 39 4.976 48 4.976 88 Entry Flow, veh/h 537 1061 407 1120 154 804 303 910 Cap Entry Lane, veh/h 987 0.952 1089 0.952 742 0.877 886 0.952 Entry HV Adj Factor 0.952 47 0.943 37 0.954 42 0.954 84 Flow Entry, veh/h 511 1010 384 1066 147 705 289 867 Cap Entry, veh/h 939 0.047 1027 0.035 708 0.060 845 0.097 V/C Ratio 0.544 4.0 0.374 3.7 0.207 5.7 0.342 5.1 Control Delay, s/veh 11.0 A 7.4 A 7.4 A 8.2 A LOS B 0 A 0 A 0 A 0 95th %tile Queue, veh 3 2 1 2 Scenario 1 11/28/2022 Synchro 11 Light Report It pm 2.syn Lanes and Geometrics 8: WCR13 & WCR54 Long Total PM Route #2 Lane Group ." EBL EBT -NiT ima EBR WBL 1- WBT WBR NBL NBT NBR SBL SBT SBR t 4\ t P \D ir i Lane Configurations Ideal Flow (vphpl) 1900 Lane Width (ft) 12 Grade C/0) Storage Length (ft) 410 Storage Lanes 0 Taper Length (ft) 25 Lane Util. Factor 1.00 Ped Bike Factor Fa Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Link Speed (mph) Link Distance (ft) Travel Time (s) Intersection Summary 4 1900 12 0% r 4 1900 1900 1900 12 12 12 0% 250 340 1 0 25 1.00 1.00 1.00 0.850 0.993 0 1797 1538 0.993 0 1797 1538 30 1605 36.5 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 r 1900 1900 1900 12 12 12 0% 250 0 1 0 25 1.00 1.00 1.00 0.850 0.997 0.991 0 1786 1538 0 1793 0.997 0.991 0 1786 1538 0 1793 55 35 10445 1021 129.5 19.9 0.850 1417 1417 1900 12 250 1 1.00 1.00 0.850 0.988 0 1788 1538 0.988 0 1788 1538 35 854 16.6 Area Type: Other Scenario 1 11/28/2022 Synchro 11 Light Report It pm 2.syn HCM 6th TWSC 12: WCR13 & Loveland Ready -Mix Batch Plant Access Long Total AM Route #2 Intersection Int Delay, s/veh 1.6 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 5 5 0 Stop 0 0 0 95 50 5 30 30 0 Stop None 95 55 32 1 155 155 0 Free 0 0 95 5 163 5 5 0 Free None M. M. 95 50 5 30 30 0 Free 95 55 32 Minor1 Major1 Major2 4 150 150 0 Free None MI 0 0 95 5 158 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 388 166 166 222 6.9 6.75 5.9 5.9 - 3.95 3.795 532 757 759 714 516 757 516 759 692 Approach WB 0 0 168 0 NB M. M. - 4.65 M. - 2.695 - 1144 M. M. - 1144 M. M. BM SB HCM Control Delay, s 10.3 HCM LOS B Minor Lane/Major Mvmt 0 1.4 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 710 1144 - 0.052 0.028 - 10.3 8.2 0 - B A A - 0.2 0.1 Scenario 1 11/21/2022 Synchro 11 Light Report It am 2.syn HCM 6th TWSC 12: WCR13 & Loveland Ready -Mix Batch Plant Access Long Total PM Route #2 Intersection Int Delay, s/veh Movement 0.7 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 5 5 0 Stop 0 0 0 95 50 5 10 10 0 Stop None 95 65 11 1+ 4 170 5 15 260 170 5 15 260 0 0 0 0 Free Free Free Free - None - None 0 0 95 5 179 M. M. 95 50 5 95 60 16 Minor1 Major1 Major2 MI 0 0 95 5 274 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 488 182 182 306 6.9 6.85 5.9 5.9 - 3.95 3.885 462 722 746 650 454 722 454 746 639 Approach WB 0 0 184 0 NB M. M. - 4.7 M. - 2.74 - 1107 M. M. - 1107 M. M. BM SB HCM Control Delay, s 11.1 HCM LOS B Minor Lane/Major Mvmt 0 0.5 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 603 1107 - 0.026 0.014 - 11.1 8.3 0 - B A A - 0.1 0 Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2.syn HCM 6th TWSC Long Total AM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #2 - Required Geometry Intersection Int Delay, s/veh Movement 1.6 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 5 5 0 Stop 0 0 0 95 50 5 30 30 0 Stop None 95 55 32 1 155 155 0 Free 0 0 95 5 163 5 5 0 Free None M. M. 95 50 5 li 30 30 0 Free 150 95 55 32 Minor1 Major1 Major2 t 150 150 0 Free None MI 0 0 95 5 158 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 388 166 166 222 6.9 6.75 5.9 5.9 - 3.95 3.795 532 757 759 714 517 757 517 759 694 Approach WB 0 0 168 0 M. M. - 4.65 M. - 2.695 - 1144 M. M. - 1144 M. M. BM NB SB HCM Control Delay, s 10.3 HCM LOS B 0 1.4 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 710 1144 - 0.052 0.028 - 10.3 8.2 - B A - 0.2 0.1 MI MI Scenario 1 11/22/2022 Synchro 11 Light Report It am 2 required geo.syn HCM 6th TWSC Long Total PM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Route #2 - Required Geometry Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 5 5 0 Stop 0 0 0 95 50 5 10 10 0 Stop None 95 65 11 1 170 170 0 Free 0 0 95 5 179 5 5 0 Free None li 15 15 0 Free - 150 95 50 5 95 60 16 Minor1 Major1 Major2 t 260 260 0 Free None 0 0 95 5 274 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 488 182 182 306 6.9 6.85 5.9 5.9 - 3.95 3.885 462 722 746 650 456 722 456 746 641 Approach WB 0 0 184 0 M. M. - 4.7 M. - 2.74 - 1107 M. M. - 1107 M. M. BM NB SB HCM Control Delay, s 11.1 HCM LOS B 0 0.5 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 604 1107 - 0.026 0.014 - 11.1 8.3 - B A - 0.1 0 MI MI Scenario 1 11/22/2022 Synchro 11 Light Report It pm 2 required geo.syn LOVELAND READY -MIX DUNK PIT TRANSPORTATION IMPACT STUDY WELD COUNTY, COLORADO NOVEMBER 2021 Prepared for: Loveland Ready -Mix Concrete, Inc. 644 Namaqua Avenue Loveland, CO 80537 Prepared by: / s SMINI I ammir t Irmiimp DELICH ASSOCIATES 2272 Glen. Haven Drive Loveland, CO 80538 Phone: 970-669-206I FAX: 970-669-5034 Project # 2130 TABLE OF CONTENTS I. INTRODUCTION 1 II. EXISTING CONDITIONS 2 Land Use 2 Streets 2 Existing Traffic 5 Existing Operation 5 Existing Geometry 5 III. PROPOSED PROJECT 8 Trip Generation 8 Background Traffic Projections 10 Trip Assignment/Total Traffic 10 Signal Warrants 10 Geometry 10 Operation Analysis 17 IV. CONCLUSIONS 20 LIST OF TABLES 1. Current Peak Hour Operation 7 2. Trip Generation 8 3. Short Range (2026) Total Peak Hour Operation 18 4. Long Range (2040) Total Peak Hour Operation 19 —1f 1—DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 --711 rASSOCIATES LIST OF FIGURES 1. Site Location 3 2. Existing Intersection Geometry 4 3. Recent Daily and Peak Hour Traffic 6 4. Conceptual Mining Plan 9 5. Short Range (2026) Background Daily and Peak Hour Traffic 11 6. Long Range (2040) Background Daily and Peak Hour Traffic 12 7. Site Generated Daily and Peak Hour Traffic 13 8. Short Range (2026) Total Daily and Peak Hour Traffic 14 9. Long Range (2040) Total Daily and Peak Hour Traffic 15 10. Short Range (2026) and Long Range (2040) Geometry Using PCE's for Auxiliary Lanes 16 APPENDICES A. TIS Scoping Emails B. Daily and Peak Hour Traffic Counts C. Current Peak Hour Operation/Level of Service Descriptions D. Dunn Pit Mining Specifications E. Short Range (2026) Total Peak Hour Operation F. Long Range (2040) Total Peak Hour Operation / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 �► [-ASSOCIATES I. INTRODUCTION This transportation impact study (TIS) addresses the capacity, geometric, and control requirements at and near the proposed Loveland Ready -Mix's Dunn Pit (Dunn Pit). The proposed Dunn Pit site is located north of Weld County Road 48'/2 (WCR4S'/2) and west of State Highway 257 (SH257) in Weld County, Colorado. The Loveland Ready - Mix's Johnstown Concrete Batch Plant (Johnstown Plant) is located in the southeast quadrant of the Weld County Road 13 (WCRI 3)/Weld County Road 54 (WCRS4)-Larimer County Road 18 (LCR18) intersection. This TIS will analyze the haul route from the Dunn Pit mining site to the Johnstown Plant. During the course of the analysis, numerous contacts were made with the project owners (Loveland Ready -Mix Concrete, Inc.), the project engineering consultant (Telesto Solutions, Inc.), and Weld County Public Works. Appendix A contains emails with Zackery Roberson, Weld County Public Works, regarding the scope of this TIS. The format set forth in the Weld County TIS Guidelines was used. The study involved the following steps: - Collect physical, traffic, and development data; - Perform trip generation, trip distribution, and trip assignment; - Determine peak hour traffic volumes; - Conduct capacity and operational level of service analyses on key intersections; - Analyze paving threshold volumes / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 �► ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of the Dunn Pit, the Johnstown Plant, and the haul route are shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily residential and agricultural (open space). Johnstown is to the southwest of the site and Milliken is to the south/southeast of the site. There is agricultural (open space) to the north and west of the site. The proposed Dunn Pit site is currently vacant. Streets The haul route from the Dunn Pit to the Johnstown Plant begins heading west on Weld County Road 48 1/2 (WCR48 1A) for approximately 1.63 miles, to northbound on Weld County Road 17 (WCR17) for approximately 0.52 miles, to westbound on Weld County Road 50 (WCR50) for approximately 2.04 miles, and ending with northbound on Weld County Road 13 (WCR13) for approximately 1.91 miles to the batch plant. The total one-way haul route is approximately 6.1 miles. The primary roads on the haul route from the Dunn Pit site are WCR48 1/2, WCR17, WCR50, and WCR13. Figure 2 shows a depiction of the existing geometry at intersections along the haul route. Figure 2 also shows which intersections require auxiliary lanes based upon the recent peak hour traffic, which will be discussed in the Existing Geometry section of this study. Weld County Road 48 1/2 (WCR48 1/2) is a rural gravel road that is adjacent to the Dunn Pit site. It is classified as a local road on the Weld County Functional Classification Map. A paved section of WCR48 1/2 starts approximately 0.25 miles from the WCR17/WCR48 1/2 intersection with a posted speed of 30 mph. At the WCR17/ WCR48 1/2 intersection, all movements for the westbound approach on WCR48 1/2 are combined in a single lane. The WCR17/WCR48 1/2 intersection has stop sign control on WCR48 1/2. There are Great Western Railway tracks just east of the WCR17/WCR48 1/2 intersection. This is a Class III (Short Line) category of railroad tracks. Weld County Road 17 (WCR17) is classified as an arterial road on the Weld County Functional Classification Map. Currently, WCR17 has a two-lane cross section (with no center lane) in this area. The posted speed limit in this area of WCR17 is 45 mph. At the WCR17/WCR48 '/2 and WCR17/WCR50 intersections, all movements for the northbound and southbound approaches on WCR17 are combined in single lanes. The WCR17/WCR50 intersection has stop sign control on WCR50. Weld County Road 50 (WCR50) is classified as a collector road from WCR17 to WCR13 on the Weld County Functional Classification Map. West of WCR13, WCR50 is classified as an arterial street. Currently, WCR50 has a two-lane cross section (with no a...J/ __DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 �► ASSOCIATES Page 2 SCALE: 1"=3000' SITE LOCATION Figure 1 --J 1-DELICH 1 -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 3 N Johnstown Plant Access WCR50 - Existing Lanes - Required Lanes with Existing traffic EXISTING INTERSECTION GEOMETRY Figure 2 WC R48 1/2 -7 --1<' 1-DELICH if -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 4 center lane) in this area. The posted speed limit in this area of WCR50 is 55 mph. At the WCR17/WCR50 intersection, all movements for the eastbound approach on WCR50 are combined in a single lane. At the WCR13/WCR50 intersection, all movements for the eastbound and westbound approaches on WCR50 are combined in single lanes. The WCR13/WCR50 intersection has stop sign control on WCR13. Weld County Road 13 (WCR13) is classified as an arterial road on the Weld County Functional Classification Map. Weld County Road 13 is paved. At the WCR13/ WCR50 intersection, all movements for the southbound approach on WCR13 are combined in a single lane. At the WCR13/Johnstown Plant Access intersection, all movements for the northbound and southbound approaches on WCR13 are combined in single lanes. The WCR13/Johnstown Plant Access intersection has stop sign control on the Johnstown Plant Access. Existing Traffic Recent daily and peak hour traffic volumes along the Dunn Pit haul route are shown in Figure 3. The daily traffic counts were obtained by Apex Design on May 25, 2021. The peak hour traffic counts were obtained in May 2021. Raw traffic count data are provided in Appendix B. Existing Operation Using the volumes shown in Figure 3, the current peak hour operation at the WCR17/WCR48 1/2, WCR17/WCR50, WCR13/WCR50, and WCR13/Johnstown Plant Access intersections is shown in Table 1. Calculation forms for these analyses are provided in Appendix C. The key intersections were analyzed using the existing geometry and the unsignalized intersection techniques from the Highway Capacity Manual, 6t" Edition (2016HCM). Acceptable operation is defined by Weld County as level of service (LOS) C or better overall. A description of level of service at unsignalized intersections is provided in Appendix C. As can be seen in Table 1, the key intersections are currently meeting the Weld County level of service standards in the peak hours with existing control and geometry. Existing Geometry 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. Based on the criteria, a left -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume of 10 vph, a right -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume of 25 vph, a right -turn acceleration lane is required at an intersection with a projected peak egress turning volume of 50 vph, and a left -turn acceleration lane is required if it would be a benefit to the safety and operation of the roadway. These lane requirements are applicable for the non -stopped condition. —."'J" I--DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 �► ASSOCIATES Page 5 op N- r oto 6) LU r c.) 10/10 63/103 T \- 16/2 2/2 Johnstown Plant Access 79/71 3,336 T 80/57 WCR50 AM/PM Daily RECENT DAILY AND PEAK HOUR TRAFFIC 2,897 97/125 22/67 71- cY) N r N 35 O LU 6) r f "- 11/4 11/7 „NI N - Figure 3 157 WC R48 1/2 -7 .-J 1-DELICH is -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 6 The WCR17/WCR50 intersection requires a northbound left -turn deceleration lane and a southbound right -turn deceleration lane. At the WCR13/WCR50 intersection, the eastbound left -turn volume is at the threshold of requiring an auxiliary lane and the westbound right -turn deceleration lane is required. The WCR13/ Johnstown Plant Access intersection requires a southbound left -turn deceleration lane. TABLE 1 Current Peak Hour Operation Intersection Movement Level of Service AM PM WCR17/WCR48'/2 (stop sign) WB LT/RT B B SB LT/T A A OVERALL A A WCR17/WCR50 (stop sign) EB LT/RT B C NB LT/T A A OVERALL A A WCR13/WCR50 (stop sign) SB LT/RT B B EB LT/T A A OVERALL A A WCR13/Johnstown Access (stop sign) Plant WB LT/RT A B SB LT/T A A OVERALL A A / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 �► [-ASSOCIATES Page 7 III. PROPOSED PROJECT The Loveland Ready -Mix is proposing to mine at the Dunn Pit and haul material to the Johnstown Plant. The total one-way haul route is approximately 6.1 miles. The conceptual mining plan is shown on Figure 4. The short range analysis (Year 2026) 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. Trip Generation Trip generation is important in considering the impact of a project such as this upon the existing and proposed street system. Trip Generation, 10th 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. Appendix D contains a table detailing various aspects of the proposed mining operation at the Dunn Pit. 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. There will also be two operators at the Dunn Pit. Each operator will account for two trip ends per day in a passenger type vehicle. It is assumed that the operators would likely use SH257 to the east as the route to get to the site. The calculated trip generation for these uses is 74 daily trip ends (AWDTE), 10 morning peak hour trip ends, and 10 afternoon peak hour trip ends. Trip TABLE Generation 2 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 N/A Operators 2 Employees N/A 4 N/A 2 N/A 0 N/A 0 N/A 2 Total 74 6 4 4 6 -alnLDELICH j -ASSOCIATES -7j Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 8 3173000 ft I Existing Crossing Upgrade Brig' •e Existing Entrance Cattle ward SCALE: 1 "=600' 1000 ft 3173000 ft 3174000 ft 3175000 ft Excavator• Mining Below Water Active Min Cell Active Pile Draining 3176000 ft Drained File Load out area - moves with mining -1201x 120' Mine Cell I nterrnaL H u d Road 1 Down Shp.9e CONCEPTUAL MINING PLAN 3175000 ft Entrances as recrd b DRMS 3176000 ft Surface Water Ftow Direction LOVELAND READYM IX CONCRETE Figure 4 -7 --J 1—DELICH j —ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 9 Background Traffic Projections Figures 5 and 6 show the short range (2026) and long range (2040) background daily and peak hour traffic projections, respectively. Background traffic projections for the short range (2026) future were obtained by factoring the recent traffic by two percent per year. The long range (2040) future traffic was determined by reviewing the Weld County 2045 Transportation Plan. Trip Assignment/Total Traffic Trip assignment is how the generated and distributed trips are expected to be loaded on the road system. Figure 7 shows the site generated daily and peak hour traffic assignment for the Dunn Pit haul route. Figure 7 shows the passenger car equivalents (PCE's) for the haul trucks. The PCE ratio for this type of truck is 3:1. The employee trips to/from the site were assumed to originate to the east, utilizing Colorado State Highway 257 as the route. Figures 8 and 9 show the respective short range (2026) and long range (2040) total (site plus background) daily and peak hour traffic assignment. Figures 8 and 9 also display the total peak hour traffic with the Dunn Pit PCE's at the various turning movements at intersections. Signal Warrants None of the key intersections impacted by the Dunn Pit will warrant signalization in the short range (2026) and long range (2040) futures. Geometry The short range (2026) and long range (2040) geometry is shown on Figure 10. As mentioned earlier, several of the key intersections require auxiliary lanes with the existing traffic according to the criteria in the Weld County Engineering and Construction Criteria manual. The WCR17/WCR50 intersection requires a northbound left -turn deceleration lane and a southbound right -turn deceleration lane with the existing traffic volumes. At the WCR13/WCR50 intersection, an eastbound left -turn deceleration lane and a westbound right -turn deceleration lane are required with the existing traffic volumes. The WCR13/Johnstown Plant Access intersection requires a southbound left - turn deceleration lane with the existing traffic volumes. At the WCR17/WCR48 1/2 intersection, a southbound left -turn deceleration lane will be required. Figure 10 also shows the dimensions of the required auxiliary lanes. At the WCR13/Johnstown Plant Access intersection, the southbound left -turn deceleration lane should provide storage and bay taper. This is due to the proximity of the WCR54/WCR13 intersection and the stop sign control on WCR13. Southbound vehicles, from the WCR54/WCR13 intersection, will be travelling at ≤30 mph as they approach the Johnstown Plant Access. / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 �► ASSOCIATES Page 10 N N- r N- r r U r � N r_ I- t0 r Ille1/4 11/11 70/114 T \— 16/2 2/2 CO CO r r 87/7 8 T 88/63 Johnstown Plant Access 3,684 WCR50 AM/PM Daily SHORT RANGE (2026) BACKGROUND DAILY AND PEAK HOUR TRAFFIC 3,200 107/138 24/74 N- 00 CO CO r N CO O) O N f t o � N M f� r \— 12/4 12/8 Figure 5 173 WC R48 1/2 -7 ---1 1-DELICH in -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 11 N O O LO U O r LU L411/4. 15/15 90/150 T Johnstown Plant Access 115/105 5/ 05 T 115/85 4,900 WCR50 — AM/PM Rounded to Nearest 5 Vehicles Daily Rounded to Nearest 100 Vehicles LONG RANGE (2040) BACKGROUND DAILY AND PEAK HOUR TRAFFIC 4,200 140/185 35/100 O LC)Co CO O LC) CO CO r Lc) LU N- oce f LC)O it) 71- up a� Figure 6 300 WC R48 1/2 -7 --J 1-DELICH in -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 12 N r N U 4/4 (12/12) N 70 Johnstown Plant Access 70 70 4/4 (12/12) WCR50 4/4 (12/12) N N r -dim— AM/PM (Dunn Pit PCE's) Daily SITE GENERATED DAILY AND PEAK HOUR TRAFFIC \-4/4 (12/12) Figure 7 70 WC R48 1/2 -7 --J l-DELICH reASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 13 N Co r oQ co cc r O co U 11/11 70/114 T 118/133 M r co 16/2 6/6 (14/14) Johnstown Plant Access 1 2 9 /8 (99/90) 3,754 T 88/63 WCR50 -cgs- AM/PM (Total with the Dunn Pit PCE's) Daily -ens SHORT RANGE (2026) TOTAL DAILY AND PEAK HOUR TRAFFIC N- CO M c0 N_ O) co a) 3,270 107/138 28/78 (36/86) N ^ N -N C) N 71" 71- M in O 1-O CO r_ co N- N co 243 16/8 (24/16) 12/8 Figure 8 WC R48 1/2 -7 ---� 1-DELICH in -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 14 N 0 N z. N 15/15 90/150 T \- 25/5 10/10 (20/20) 155/175 U rerf N Q O r r Johnstown Plant Access 120/110 1 12 0/ 0 ( 30/ 0) 5,000 115/85 WCR50 -ems- AM/PM (Total with the Dunn Pit PCE's) Rounded to Nearest 5 Vehicles LONG RANGE (2040) TOTAL DAILY AND PEAK HOUR TRAFFIC Daily Rounded to Nearest 100 Vehicles Lf) O LC) OQ CO O Ln Cd r 4,300 esj 140/185 40/105 (50/115) � o O Ln CO O r O 400 \— 20/10 (30/20) 15/10 ill Figure 9 WC R48 1/2 -7 --J 1-DELICH j -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 15 C) C Ct N L 0 O CO a o @ a) CD a o � co m n_\ 0 co/ / STOP / 600' including Bay Taper 4, @ 18.5:1 plus Storage (25') Johnstown Plant Access 600' including Bay Taper @ 18.5:1 WCR50 SHORT RANGE (2026) & LONG RANGE (2040) GEOMETRY USING POE's FOR AUXILIARY LANES N - Existing Lanes - Required Lanes with Existing, Background, or Total Traffic I 0 L r ill C) H co s> O (/ W `' 0) 2 Ca C if • Cr) N- oce U Figure 10 WCR48 1/2 --J ' 1-DELICH c -ASSOCIATES Loveland Ready -Mix Dunn Pit TIS, November 2021 Page 16 Operation Analysis Capacity analyses were performed at the WCR17/WCR48 1/2, WC R 17/WC R50, WCR13/WCR50, and WCR13/Johnstown Plant Access intersections. The operations analyses were conducted for the short range and long range futures, reflecting year 2026 and 2040 conditions, respectively. The intersections were evaluated using techniques provided in the 2016 Highway Capacity Manual. The WCR17/WCR48 1/2 and WCR13/ Johnstown Plant Access intersections were evaluated with the required geometry. The WCR17/WCR50 and WCR13/WCR50 intersections were evaluated with both the existing geometry and the required geometry. Since the required geometry at the WCR17/WCR50 and WCR13/WCR50 intersections is/will be necessary without the Dunn Pit traffic, Weld County may choose to build the auxiliary lanes prior to the opening of the Dunn Pit. Using the traffic volumes shown in Figure 8, the WCR17/WCR48 1/2, WCR17/ WCR50, WCR13/WCR50, and WCR13/Johnstown Plant Access intersections operate in the short range (2026) total traffic future as indicated in Table 3. Calculation forms for these analyses are provided in Appendix E. The WCR17/WCR48 1/2 and WCR13/ Johnstown Plant Access intersections will operate acceptably with the required geometry and stop sign control. The WCR17/WCR50 and WCR13/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 WCR17/WCR48 1/2, WCR17/ WCR50, WCR13/WCR50, and WCR13/Johnstown Plant Access intersections operate in the long range (2040) total traffic future as indicated in Table 4. Calculation forms for these analyses are provided in Appendix F. The WCR17/WCR48 1/2 and WCR13/ Johnstown Plant Access intersections will operate acceptably with the required geometry and stop sign control. The WCR13/WCR50 intersection will operate acceptably with both the existing geometry and the required geometry and stop sign control. At the WCR17/ WCR50 intersection, the minor street (WCR50) approach will operate at level of service F during the afternoon peak hour with the existing geometry and stop sign control. With the required geometry, the WCR17/WCR50 intersection will operate acceptably with stop sign control. / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 �► 'ASSOCIATES Page 17 TABLE 3 Short Range (2026) Total Peak Hour Operation Intersection Movement Level of Service AM PM (stop (required WCR17/WCR48'/2 sign) — SB LT Lane) WB LT/RT B B SB LT A A OVERALL A A geometry WCR17/WCR50 (stop (existing sign) geometry) EB LT/RT B C NB LT A A OVERALL A A WCR17/WCR50 (stop (required sign) — NB LT & SB RT Lanes) EB LT/RT B C NB LT A A OVERALL A A geometry WCR13/WCR50 (stop (existing sign) geometry) SB LT/RT B B EB LT/T A A OVERALL A A WCR13/WCR50 (stop (required sign) — EB LT & WB RT Lanes) SB LT/RT B B EB LT A A OVERALL A A geometry WCR13/Johnstown (stop (required sign) — Plant SB LT Access Lane) WB LT/RT B B SB LT A A OVERALL A A geometry / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 .7 [-ASSOCIATES Page 18 TABLE 4 Long Range (2040) Total Peak Hour Operation Intersection Movement Level of Service AM PM (stop (required WCR17/WCR48'/2 sign) — SB LT Lane) WB LT/RT B B SB LT A A OVERALL A A geometry WCR17/WCR50 (stop (existing sign) geometry) EB LT/RT B F (54.2 secs) NB LT A A OVERALL A B WCR17/WCR50 (stop (required sign) — NB LT & SB RT Lanes) EB LT/RT B C NB LT A A OVERALL A A geometry WCR13/WCR50 (stop (existing sign) geometry) SB LT/RT B B EB LT/T A A OVERALL A A WCR13/WCR50 (stop (required sign) — EB LT & WB RT Lanes) SB LT/RT B B EB LT A A OVERALL A A geometry WCR13/Johnstown (stop (required sign) — Plant SB LT Access Lane) WB LT/RT B B SB LT A A OVERALL A A geometry / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 .7 [-ASSOCIATES Page 19 IV. CONCLUSIONS This study assessed the impacts of the Dunn Pit project on the street system utilized by the proposed project in the short range (2026) and long range (2040) futures. As a result of this analysis, the following is concluded: - The development of the Dunn Pit is feasible from a traffic engineering standpoint. The Dunn Pit project will generate approximately 74 daily trip ends, 10 morning peak hour trip ends, and 10 afternoon peak hour trip ends. None of the key intersections impacted by the Dunn Pit will warrant signalization in the short range (2026) and long range (2040) futures. - 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. The WCR17/WCR50 intersection requires a northbound left - turn deceleration lane and a southbound right -turn deceleration lane with the existing traffic volumes. At the WCR13/WCR50 intersection, an eastbound left - turn deceleration lane and a westbound right -turn deceleration lane are required with the existing traffic volumes. The WCR13/Johnstown Plant Access intersection requires a southbound left -turn deceleration lane with the existing traffic volumes. At the WCR17/WCR48 1/2 intersection, with the Dunn Pit traffic (short range (2026) total traffic), a southbound left -turn deceleration lane is required. In the short range (2026) future, given development of the Dunn Pit and an increase in background traffic, the WCR17/WCR48 1/2 and WCR13/Johnstown Plant Access intersections will operate acceptably with the required geometry and stop sign control. The WCR17/WCR50 and WCR13/WCR50 intersections will operate acceptably with both the existing geometry and the required geometry and stop sign control. - In the long range (2040) future, given development of the Dunn Pit and an increase in background traffic, The WCR17/WCR48 1/2 and WCR13/Johnstown Plant Access intersections will operate acceptably with the required geometry and stop sign control. The WCR13/WCR50 intersection will operate acceptably with both the existing geometry and the required geometry and stop sign control. At the WCR17/WCR50 intersection, the minor street (WCR50) approach will operate at level of service F during the afternoon peak hour with the existing geometry and stop sign control. With the required geometry, the WCR17/WCR50 intersection will operate acceptably with stop sign control. / 1---DELICH Loveland Ready -Mix Dunn Pit TIS, November 2021 �► ASSOCIATES Page 20 APPENDIX A Loveland Ready Mix mailbox: ii/C:/Users/Matt Delich/App Data/ o iflg/ undext... Subject: RE: Loveland Ready Mix From: Zackery Roberson <zroberso n@weldgov.co m> Date: 5/13/2021, 9:11 AM To: Matt Delich <matt@delichassoc.com> CC: Mike McRoberts <mmcroberts@eldgo r.Com> Matt, I got with Mike this morning. That is about what we were expecting for the TN report, if you have additional questions please feel free to reach out. Best Regards, Zackery Roberson Development Review -- Engineer I Department of Public Works Weld County Government 11 l 1 HSt Greeley, CO80631 Office: 970-400-3773 Z rvberson g) we,14IgOV.C M tNotice: T This electronic transmission and any attached documents or other writings are Intended only for the person or entity to which it is Confidentiality �lc�tice addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action error, please immediately concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Matt Delich <maatt@delichassoc.com> Sent: Thursday, May 13, 2021 8:32 AM To: Zackery Roberson <zroberson 'weld ovcom> Cc: Mike McRoberts <mmcroberts@weidov.corn> Subject: Re: Loveland Ready mix ifr;,_ ' This email originated from outside of Weld County Government, Do not dick links or open attachments unless you recognize the senderand know the content is safe_ Any comments on this email? Thanks. Matt On 5/10/2021 4:52 PM, Matt Delich wrote: Zack/Mike, Attached is an aerial photo showing where I will pick up daily road counts and peak hour intersection counts, This is for the LRM Dunn Pittraffic study. Is this 'overkill' or is it about what you expect. Please advise. Thanks. Matt On 4/23/2021 3:56 PM, Zackery, Roberson wrote: Mat I got with Dawn on this one, She has informed Mike and myself that a full TIS will be required because it is a commercial lr industrial use as defined in 8.1.3 T1S requirements. I understand that it is not the desired determination. 1013 7/15/2021, 8:25 AM RED Loveland Ready Mix mailbox://I :/iisers/Matt Del ch/AppData/Roaming/T underb... Best Regards, Zackery Roberson Development Review — Engineer 1 Department of Public Works Weld County Government 1111 H St. Greeley, CO 80631 Office: 970-400-3773 Zroberson@weldgov.com 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 +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: Matt Delich ,matt@delichassoc.com> Sent: Wednesday, April 21, 2021 3:02 PM To: Zackery Roberson czroberson@weldgov.corn> Cc: Mike McRoberts cnmcroberts,thwelt .co > Subject: Re: Loveland Ready Mix catitio:. 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. Zack, I realty cannot answer that without obtaining peak hour counts at ALL of the intersections. Some of the intersections may already require auxiliary lanes now? but I do not know that either. If I am interpreting what they gave correctly, the additional peak hour traffic would be less than 6 on any movement. Not all would be trucks. At 3 PCEs for each truck would likely be less than 10 vph. That is about the best I can do. I just believe doing level of service analyses at a bunch of intersections is oveMill. My opinion. Thanks. Matt On 4/21/2021 2:44 PM, Zockery Roberson wrote: Matt, Do you believe that the added traffic will trigger any of the state highway access code triggers at any of the accesses included in your haul routes? Best Regards, Zackery Roberson Development Review Engineer I Department of Public Works Weld County Government Greeley,C"O awl Office: 970- -3773 Z.rober i liveldgov.ctern 2 of 3 7/15/2021, t:2" AM RE: Loveland Ready Mix mailbox:///C:/Use / att Delich/ ppDa , a ng/ThUnderb... 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: Matt Delich chat# delichas ccorn> Sent: Tuesday, April 20, 2021 1:55 PM To: Zackery Roberson <zrohers�an aweldgau.corr►> Subject: Loveland Ready Mix 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 sate. lack; I got this inquiry for a traffic study. Also attached is an aerial of the haul route(s) from pit to batch plant. I am not sure you are the right guy to contactfor this, but maybe you can advise me. Right now I just need to give the client a fee estimate. Actual scoping can be later. I am thinking determining the volume impact of the site traffic versus the existing/forecasted traffic on various road segments. Do you think I need to deal with intersection level of serce analyses? I am thinking NO. Your thoughts on this? They are only adding 3-6 trips per hour (not much). Thanks. Platt r - Matthew J. Delich, P.E., E . , PTOE DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, Co 80538 Phone: 970-669-2061 FAX: 970-669-5O34 EMAIL: w t@delichassoc s corn 3 of 3 7/15/2021, 8:25 AM APPENDIX B site Descnpxactit WCR 4+8' EfO Wai1T skte Number, ,LOi5: Start Date 5/25/2011 End O irtt 5/25O0.21 Monday 5/31/1.1 WB Tet,al 11O0 AM L D AM too MA 3:00 AM 4:0) AM 5:O3 AMI I:00,AM 7:D01AM B:CLAM 9:Q0 AM 1.00:00 PiAt 11:00 AM I2:0t PM ZD3PM 4:01 PM 5:00 PIM 7O) PM F:t) PM 9:O0 PM 10:00 PM 7 uesdasit s-/'≥5121 52.2% 47.2% !W.0% 7:O0 AM 8:0O AM 5:CGPM EdXIPM Vehicle Volume Report - Hourly Total Sundays 5}30121 Total South bound / Westbound apex 3C;ar.?Avg I S'Day Avg rue -Mu PAD -F- Mon -San Ptsttun warren: Mg -40i3 n hansire n@`apaSestnpt-'x'tt Ater teat Vehicle Volume Report - Hourly Site Cies afpUFan:. wcit 17 $,#Q VCR 50 Site Number. AOT4 Start Date: 5/25x021 End DA= 5125/20.21 apex Oar s;g I 5Day ►Yl.! 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I - - - - - - _ - - i • N - - - 444 -6Q 700 - - - _ - 6:00 AEA - t CJ AM -• - - - — - I - - - • - - - - - - . 774 5.33 1303 - - - - _ . - - 3'30G PEA - 6:00 PM - • - I - - - - - - - - 6.130 ► M - MYttl PM - - - 2144 I 167'5 ;3g19 - - - - - - - MR� 2011 D ` - - a - .r. llin -_ i - _ - - _ • - - .}}1� ,,��..,,pp�� 2 A.M.- AM - 12:00. A: - - - 2429 t _ .. .. - Y�CO . 45.3% 100.'%% • -•- - - - - - - - - - - - - _ Per. -e - - 54...7% X1.3%5 Peak 6:03 AM 9:00 AM - - 4:00 PM 5,00' P.4t - - - - - - - - - - - PM Peak - - Nathan 4Waerrn: 17 0)--.� 4 'lathar.warrenea zdesig-uc:Conn Paige 1Oi3 ADT4t Vehicle Volume Report - Hourly Site Description: WC i 50 WC 17 Site Number. ,IDITS Start : S/'25,120,21 (S Date: 5, 25,12021 apex 3:Gay Avg 5• Das' A4 7 Dalt Avg. Tuesday t►ltdnedry Thuisway� I Fr:day I Saturday Sunday i Ntznday , _ - - Tue-Thu h ._•►i•Fri :�b_ri-Sun _ 5/27)21 I Walla I 5/29,►i21 503121 EB I, WS EB. 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I - S 2 10 - - - - - 1:DOAM - I 2:COAM - 1 7 8 - - a - - - - - - _ - - - - - I - - - - _ 5 7 12: - - - - - - - - - - • - - - - 3:CO AM - - - - - - - 1'48 - - - - - - _ - - - - - - I - - 6 0AM - - - - - _ - 3:0I0AM - - - 116 56 - - - - - - - - - - - - - - - 93 86 - - - - - - - - - - - - a - - - - - - - • • 5 1331 - - - - - - - - - -- - - - - - 9: CC' Atit - - .. .81 64 77 141 - - - - - - - - �, - - - - - - - - 1P AM - - .• - Ahl 6 5fi i3. - a - - - - 33= - 14O - - - - - - - - - - - - - - - - - 12:0G PM - - - 79 61 - 71 69 14O - - - _ - 1.11 76 1,3s" - - - - - - - - - - - - -•- - - 2:(l0 Pfr1 - - - 1:G.+ PM - - 151 1(79 alED - - - - - - - - - - - - - _ 188 107 295 - - - - - - - - - - - - - - • I '10� Phil - - - - - - 173 1417 320 - - I - - - - - - - - - - - - _ - - - 5 PM - - - _ _ PM - - 88 85 173 - - - - - - - - - - - - - - 6:-00 48 64 112 - - - - - - - - - - - I - - - - - 7:C0 PM I - - - 9:CO PM - - _ 44 ' 45 8' - - - - - '- - - - - - I - 14 31 1 a -Co ,PM. - - - 17 - - _ - 5 5 10 - - - - - - - - - - • - - - • - - 1t'a03 PM •- - €S:UO A M, BPO0, AM - 301 233 - - - - - - - - • - - - - - 511 363 675 - - - - - - - - I - - - 3:08 PM - 6000 PM - f _ - - - - - - - 1376 1075 1451 - - - - - - - - - - - - '- Ak9 - 7:00 i 1K4 - - _ 163.0 1287 2_897 - _ - MEI — _ .- � 11G3 Mel - 1.3:03 Mi. - - - - - - - - 5.5 444% Tikn.04. - - - - - - - ,.,. - - Percent = - - AM Peak - 700 AM 8:00 AM - - 5:00 PM 6:0~D PNI - - - - - - - - Ptil Peak - Nort rbound / mound 200 1M3 la, Southbound / Westbound ]O 11,0 LID 1 MI LCO 1M SI In 61 20. �4' " ?4 to ti p'- 4 5(0. e -,4. �. y C. 4 v -is S. '� � cfr la b R Pw� ^r T� ^? ry 4 ' 1 TiltrIJ•.-Fcidwv ---�Al ay N- Maeda smash notsziairsi •-•—..-F raise —Sits •err a.--,Syiiyl —til y ---lawn --vinsitesdaf ap —Twatr •—.-A1e Nathan W'arre n : I 660-er'48 matt an.wa ren'apeethesign run PatetefI AO13aisix Vehicle Volume Report - Hourly shit Descrption:. VICE 50 M4PtQ WOR 15 St1eNurnber: AbEl Start L' te: 5•17.5j2021 Erad tate 55' il021 apex F•r;•��' Sature'a� Sunday 3L'-cs°.A.�,g SDa Atoz 70ap�Av`g A-�nesda�{ Tut:,da, 'Ai1 ifiu�Sr�� Y h,an�'� 1 _ --- N Time 5/225/21 V 5/26/2.1 S./27JI1 5/23121 5/29/21 I 5/30 11 itio-rt-t: h'c.n-Fri tiro n -Sun 5/31/21 - - WS EE FMB iota Eta ` WB I Taal EEC '.";d licit a! EINmA Wa Tccat J E® W5 Total -- WE, ES i 'AB EL we E 4.,,,1B To E - - - - - - - - - - - - - - I _ - - 11 Aria - - - 5 1 6 - - - 3 3 i;"0 - L - - - - w - - - - - - - - 3:00 AM - - - _ - - - - -_ - - - - - - - - - - - 2:0011:164 - t $ 6 - - _ • - 9 - - - - -• - - - - - - - - I - 3cOG•"`PM - - - j 9 18 - - - - -• - - - I _ - - - - - - J - - - 4:COAM - - - 9 10 53 - - - - - - _ 5:-C-0 AM - - - 1 32. 43 11 - - - - a - - I- - I. j9 135 - , - - - - - 5 A. 111 121 - I - - - - I - - 7`?CC! AM - _ SB 105 193 - - - - - - I - - a.- - - - - - _ I _ 8:00 141$.1- - _ I - - - - - . - - - - - ..- - - - 9:Do M - 86 SA 171 - - - - - - - - - - - - - - - - - 1O;00 Ali?. - - - 71 70 141 - - - - - - _ - - - - - - - _ - - - _ - 11,00 P.M - - - VS - - 3Z -DOE li - - - 1-C9 El ..2^.S - - - - - - - - - - - - - - - - . 85 193 - - - - - - - - - - - - - - a - — 1_00 PM - - - at,' -• - _ - - - - • - - - _ - _ 4 - _ - PM - - - 130 SE 216 -' - .2 - - - - - - - - I - - - - - - - I - 1 - 3:@tl PM - ..156 124 113 125 3311. - - - - - - - - - - - - -4-. 01• Pfeil - - - - - - - - - - - - - - • - - - - 5:t1(D PM- .. i ?3a 331 - - - i I - a - - - - - 1J - - - - - - 6MD PM - a - - - - -- - - - - - + _ _ _ - - - PM - 'Rai 65 1133' a - - - 7:CO - - _ - - - _ - - - - - - - - - - - - - &DO PM - - - 56 s Z0' - • - 49 736 75 - - - - - - .. _ a ✓ 900 PAM - - - i - a - - 1000 PM - 22. 11 39 `- I- _ - - - a= - - - - - _ _ 11x'10 :P Ml - - $ 9 IS - - - • - - - - - - - - [I - - - id30 AM' - 9,7 - - - 25,6 304 - - - - - ,AAN - - - - - - - - - - - IJ - - 3c Pik 6J30 PM - - - €01 3.74 rii - - .. • - _ 5:00 AM PM ' - - - 1553 12 4 2t17 - -JX , 841 5 3336 ___ - U:00 — 12-t) AM' - h - - .Mil 55.?°, 44. 107.0% - - - - - - - - - Pnctnr - - AfM Peak - .r:CC'NIV 800 AM d D PM 5: CO P.4 - PM Ptak - Northbound/bound p.. 140 120 ILO so tTo Southbound / Westbound N I ca. .momminSuMmiW Winn: (7 t --t 48 :at'a- sarurtap-rdeStr9t [gym Pinner er 1 Vehicle Volume Report - Hourly Site Descsipthn WCR 13 SMCR 52 Sat Mutnber: ADT1 Start Dads: 5/:25/2021 CS Dad= 5125/3!021 apex Niboda.. I Tues. 1 %Ve es-clarf j Thuirsdy SAL: rriay Sun it I 3Cal Avg 9 S D.ayAag I 7Day Avg Priday 5129/21 5/36121) - ?tie -ti kin -Sri I f4+5a:►-Sort sf18�21 5{,Zi,��1 Tin:e 5131/21 5,12$1 21 I 5,i2&J21 1478 5E; Total N6 S8 Total NB $8 j Total 11.18 SE A iota! NE SE Taal ttg 58 T al R+18 St? ll T NE 5t?• Nt? 5B I NB SE 8. - - - - - - - - - - - - - - - - - 1.2:10 AM - - - 6 - - - - - - - - - - - - - - - - 1:0D AM - - - 2 2 4- • - I - - - - - - - a - - - - - - _ - _ - - 2:0D AM - - 4 4 a _ - - - - - - - - - - - - - - - - - - - 3:00AM - - - 11 2 13 - - - - - - - - - - - - - - - - - - - 4:OD1%t - - - 116 25 41 - - - - - - - - - - - - - - - - - - - - 5:c0D AM - - i - 51 38 89 - - - - - - - - I - - - - - - - - - - 6.:0J ►4M - - - 151 62. 233 - - - - - - - - - - - - - - - - - 7:0D.AM - - - 192 1017 - - - - - - - - - - - - - - - - - -. SAX .AM - - - 15.2 1t3 2160 - - _ _ a - - - - - - - - - - I - - - - - 9.:(N AM - - - 114 94 2' - - - - - i - , - - - - - - - - - _ - - - 1O:CO AM - - - 133 SQ. 225.- - - - - - - - - - - _ - - - - 11:CCU AM1 - - - lid4 _ .111 214 - - - - - - _ - - - - - - - s-- ait�0 •Pr��1190 - - - 131. 241. _ _ - - - - - I- ( - - - - - 1:00PM - - - 1371 NA - - l - - - - - - - _ _ - - - - - - - - - - - 2:+D0 PM - - - 97 138 232 -. - - - - - - - - - - - - I - - - - - - 3:UO PM - - - 145- 156 3001 - - - • - - - - - - - - - . - -- - - 4:00 PM - - - 112S 138 313 - - 1112 214 356 - - - - - • - - - - - - - - - - - 5:00 Ptb1 - - - & DO 9'M - - - 117 197 - - - - - - - - - - - - - 4. - - - - - - - - - - - - - - - - 1 - - - - - ?:C0 PM - - - 4$ 117 165 - - - - - - - - _- - - - ..- - - - - � _ a 5:00 PM - - - 21 29 50 23 33 - - - - - I - - i I - 1 - - - - - - - 9:O3 PM - - - 11_ - - - - - - - - - - - - 10:COPMl - - - 7 U 20 - - - - 11LCQ PM - - 8 3 31 - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - ' •- o a A1wli-91.411 IA - - - + 77,2 - - - - a - - - - - _ - - - - - - 3:O0 PM- 6 PM - ' - 41 1 '5�S� - - - 6.011 T iI P_ MA - - - 1702 �9'70 TC-ll 1 n ' ... - - +. - - .. - I - ' _ - - eaMIN - - - - 2.2oANS--ac)ASA - 1813 i 112 f 3765 } - I - - _ - - _ - - - - - - _ - - - - Perr+emt, - - - 50.S'% Sfi.0 C 1ri,.7. - - - - - - _ - AM Peak - PM Peak - - 7:C0Altm1 6:0DAM - - S:00 PM 6:1C' PM - ≥5u I50 ICC 5a 0 It 4 Northbound / Eastbound _gm" ' A 1. 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':::::::::::.. 157 .......... :. out. V oo:::::::= 4:30-5:30 10.75 .i�..:r � �:: %% `�:: ;�:�xr: i 122 '^: ' �,::�k°:....:�. � � ' 54 242 364 4 I 10.77 9..... � •r> '; 364 dr.':.:...::`:.:.... ��::::�>� 10.69 � �:>'�� 271 635 I PHF 0.94 0.63 0.92 0.79 � 0.67 0.79 0.81 0.89 0.89 � 0.66 0.88 0.88 0.64 0.93 0.9 0.91 APPENDIX C HCM 6th TWSC Recent AM 3: WCR17 & WCR48 1/2 Intersection Int Delay, s/veh 0.7 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 11 11 0 Stop 0 0 0 85 5 13 1+ 4 11 167 7 2 130 11 167 7 2 130 0 0 0 0 0 Stop Free Free Free Free None None - None 85 5 13 0 0 85 5 196 M. M. 85 5 8 85 5 2 Minor1 Major1 Major2 MI 0 0 85 5 153 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 357 200 200 157 6.45 6.25 5.45 5.45 - 3.545 3.345 635 833 827 864 634 833 634 827 862 Approach WB 0 0 204 0 NB M. M. - 4.15 M. - 2.245 - 1350 M. M. - 1350 M. M. SB HCM Control Delay, s 10.2 HCM LOS B 0 0.1 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 720 1350 - 0.036 0.002 - 10.2 7.7 0 - B A A - 0.1 0 Scenario 1 10/25/2021 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 3: WCR17 & WCR48 1/2 Intersection Int Delay, s/veh Movement 0.4 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized - Storage Length 0 Veh in Median Storage, # 0 Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 7 7 0 Stop 0 92 5 8 Minor1 4 4 0 Stop None 92 5 4 1 201 15 201 15 0 0 Free Free - None 0 0 92 5 218 M. M. 92 5 16 4 9 294 9 294 0 0 Free Free - None 92 5 10 Major1 Major2 MI 0 0 92 5 320 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 566 226 226 340 6.45 6.25 5.45 5.45 - 3.545 3.345 481 806 805 714 477 806 477 805 708 Approach WB 0 0 234 NB M. M. - 4.15 M. - 2.245 - 1316 M. M. - 1316 M. M. MI SB 0 HCM Control Delay, s 11.6 HCM LOS B Minor Lane/Major Mvmt 0 0.2 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 560 1316 - 0.021 0.007 - 11.6 7.8 - B A - 0.1 0 0 A Scenario 1 10/25/2021 Synchro 11 Light Report recent pm.syn HCM 6th TWSC Recent AM 5: WCR17 & WCR50 Intersection Int Delay, s/veh 3.8 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'e' Traffic Vol, veh/h 97 22 31 133 90 58 Future Vol, veh/h 97 22 31 133 90 58 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 5 5 5 Mvmt Flow 108 24 34 148 100 64 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 348 132 164 0 - 0 Stage 1 132 - - - Stage 2 216 - - - Critical Hdwy 6.45 6.25 4.15 - Critical Hdwy Stg 1 5.45 - - - Critical Hdwy Stg 2 5.45 - - - Follow-up Hdwy 3.545 3.345 2.245 - Pot Cap -1 Maneuver 643 909 1396 - - Stage 1 887 - - - Stage2 813 - - - Platoon blocked, % - Mov Cap -1 Maneuver 626 909 1396 - Mov Cap -2 Maneuver 626 - - - Stage 1 863 - - - Stage 2 813 - - - MN M Approach EB NB SB HCM Control Delay, s 11.8 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1396 - 664 HCM Lane V/C Ratio 0.025 - 0.199 HCM Control Delay (s) 7.6 0 11.8 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0.7 Scenario 1 10/25/2021 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 5: WCR17 & WCR50 Intersection Int Delay, s/veh 4.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 125 125 0 Stop 0 0 0 93 5 134 67 67 0 Stop None 93 5 72 39 39 0 Free 93 5 42 4 184 184 0 Free None M. 0 0 93 5 198 14 243 243 0 Free 0 0 93 93 5 5 261 133 124 124 0 Free None Minor2 Major1 Major2 MI MI Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 610 328 282 6.45 5.45 5.45 3.545 453 723 759 328 394 0 - 0 6.25 4.15 3.345 2.245 706 1148 434 706 1148 434 693 759 Approach EB NB M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 17.1 1.4 HCM LOS C Minor Lane/Major Mvmt 0 NBL NBT EBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1148 - 501 0.037 - 0.412 8.3 0 17.1 A A C 0.1 - 2 Scenario 1 10/25/2021 Synchro 11 Light Report recent pm.syn HCM 6th TWSC Recent AM 7: WCR50 & WCR13 Intersection Int Delay, s/veh 2.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 I+ Yr 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, % 5 5 5 5 5 5 Mvmt Flow 12 74 94 93 60 18 Major/Minor Major1 Major2 Minor2 MI MI Conflicting Flow All 187 0 - Stage 1 - Stage 2 - Critical Hdwy 4.15 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1369 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap -1 Maneuver 1369 Mov Cap -2 Maneuver - Stage 1 - Stage 2 - 0 239 141 - 141 - - 98 - - 6.45 6.25 - 5.45 - - 5.45 - - 3.545 3.345 - 743 899 - 879 - - 918 - - 736 899 - 736 - - 871 - - 918 - 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) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1369 - 0.009 - 7/ 0 A A 0 M. M. - 768 - 0.101 - 10.2 - B - 0.3 Scenario 1 10/25/2021 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 7: WCR50 & WCR13 Intersection Int Delay, s/veh 4.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 10 10 0 Free M. 90 5 11 Major/Minor Major1 4 103 103 0 Free None 0 0 90 5 114 1 57 57 0 Free 0 0 90 5 63 V 71 130 71 130 0 0 Free Stop None - - 0 - 0 - 0 90 90 5 5 79 144 Major2 Minor2 19 19 0 Stop None MI MI 90 5 21 Conflicting Flow All 142 Stage 1 Stage 2 Critical Hdwy 4.15 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1423 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1423 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 - WB 0 239 - 103 - - 136 - - 6.45 - 5.45 - - 5.45 - - 3.545 3.345 - 743 944 - 914 - 883 M. 103 6.25 - 737 944 - 737 - 907 - 883 SB MI HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt 0 EBL EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1423 0.008 7.5 0 A A 0 M. M. - 758 - 0.218 - 11.1 - B - 0.8 Scenario 1 10/25/2021 Synchro 11 Light Report recent pm.syn HCM 6th TWSC Recent AM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Intersection Int Delay, s/veh Movement 1.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop 0 0 0 85 50 2 16 16 0 Stop None 85 63 19 1 107 107 0 Free 0 0 85 5 126 2 2 0 Free None M. M. 85 50 2 16 16 0 Free 85 50 19 Minor1 Major1 Major2 4 105 105 0 Free None MI 0 0 85 5 124 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 289 127 127 162 6.9 6.83 5.9 5.9 - 3.95 3.867 611 783 793 763 601 783 601 793 750 Approach WB 0 0 128 0 NB M. M. - 4.6 M. - 2.65 - 1209 M. M. - 1209 M. M. SB HCM Control Delay, s 9.9 HCM LOS A 0 1.1 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 758 1209 - 0.028 0.016 - 9.9 8 0 - AAA - 0.1 0 Scenario 1 10/25/2021 Synchro 11 Light Report recent am.syn HCM 6th TWSC Recent PM 12: WCR13 & Loveland Ready -Mix Batch Plant Access Intersection Int Delay, s/veh 0.3 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 2 2 0 Stop M. 0 0 0 85 50 2 2 2 0 Stop None 85 63 2 1 120 120 0 Free 0 0 85 85 85 5 50 50 141 1 7 4 1 6 178 1 6 178 0 0 0 Free Free Free None - None M. M. Minor1 Major1 Major2 MI 0 0 85 5 209 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 365 142 142 223 6.9 6.83 5.9 5.9 - 3.95 3.867 549 767 780 713 545 767 545 780 708 Approach WB 0 0 142 0 NB M. M. - 4.6 M. - 2.65 - 1193 M. M. - 1193 M. M. SB HCM Control Delay, s 10.7 HCM LOS B Minor Lane/Major Mvmt 0 0.3 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 637 1193 - 0.007 0.006 - 10.7 8 0 - B A A - 0 0 Scenario 1 10/25/2021 Synchro 11 Light Report recent pm.syn UNSIGNALIZED INTERSECTIONS Level -of -Service Average Delay Total sec/veh A <10 B > 10 and < 15 C > 15 and < 25 D > 25 and < 35 E > 35 and < 50 F > 50 APPENDIX D Daylight only I ea/day I - In and out counts as a trip end (1/2 this is loads per day) Material Properties 15 swell assumed - - from testing average ffroni testing average _ f spillway designs I I I I 15 ton tandem trucks operational Farthest location to central point on internal f Daylight only t to check with DRMS on offsets - frequenc LIC11P.w uJo uI Adequate to d I can ro I a) Y Zi I C I I O 11 Ii its I( ) D in ian co I F r I Asoluoll J S� Caterpi liar rucksjhr I a) I days/w tort h rs/+ !y >- O 0 `'+4 I 0 L. .--- m 11 o LA /�, 1` 1 / '; 0 /y w y, Lc) may,, st O La /''��_ o �\ Ci i 1 O�y, C \ V 1 . rn to Foe% N ® 411' t++l 1 ML �L/ fl 4! O 0 0° NJ " N 44- S�- �.: 7 ^�j = C in c —t I rki I I temporary stockpile Fine Aggregate Coarse Aggregate Mining Rates Days mining Stockpile Size Excavator size ,Hauling time JHauling time Ikea Jed Trip Rate ruck size No Trucks Operational frequ4 Property/structure( 6 ining Directioi aI y l T tO OS CO v i v) c � f o+[- C V APPENDIX E HCM 6th TWSC Short Total AM 3: WCR17 & WCR48 1/2 Required Geometry Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 12 12 0 Stop 0 1 0 85 5 14 16 16 0 Stop None 85 31 19 1 184 184 0 Free 0 0 85 5 216 8 8 0 Free None M. M. 85 5 9 li 6 6 0 Free 535 85 67 7 Minor1 Major1 Major2 t 144 144 0 Free None MI 0 0 85 5 169 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 404 221 221 183 6.45 6.51 5.45 5.45 - 3.545 3.579 597 751 809 841 593 751 645 809 835 Approach WB 0 0 225 0 NB M. M. - 4.77 M. - 2.803 - 1039 M. M. - 1039 M. M. SB HCM Control Delay, s 10.4 HCM LOS B 0 0.3 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 702 1039 - 0.047 0.007 - 10.4 8.5 - B A - 0.1 0 MI MI Scenario 1 11/23/2021 Synchro 11 Light Report st am required geo.syn HCM 6th TWSC Short Total PM 3: WCR17 & WCR48 1/2 Required Geometry Intersection Int Delay, s/veh Movement 0.5 WBL WBR NBT NBR SBL SBT Lane Configurations 'e' Traffic Vol, veh/h 8 Future Vol, veh/h 8 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized - Storage Length 0 Veh in Median Storage, # 1 Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor 0 92 5 9 Minor1 8 8 0 Stop None 92 63 9 1 222 222 0 Free 0 0 92 92 5 5 241 18 17 17 0 Free None M. M. li 14 14 0 Free 535 92 36 15 Major1 Major2 t 325 325 0 Free None MI 0 0 92 5 353 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 633 250 250 383 6.45 6.83 5.45 5.45 - 3.545 3.867 439 661 785 683 433 661 526 785 674 Approach WB 0 0 259 0 M. M. - 4.46 M. - 2.524 - 1132 M. M. - 1132 M. M. NB SB HCM Control Delay, s '11.3 HCM LOS B Minor Lane/Major Mvmt 0 0.3 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 586 1132 - 0.03 0.013 - 11.3 8.2 - B A - 0.1 0 MI Scenario 1 11/23/2021 Synchro 11 Light Report st pm required geo.syn HCM 6th TWSC Short Total AM 5: WCR17 & WCR50 Existing Geometry Intersection Int Delay, s/veh 4.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'e' 4 14 Traffic Vol, veh/h 107 28 38 147 99 64 Future Vol, veh/h 107 28 38 147 99 64 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 5 18 16 5 5 5 Mvmt Flow 119 31 42 163 110 71 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 393 146 181 0 - 0 Stage 1 146 - - - Stage 2 247 - - - Critical Hdwy 6.45 6.38 4.26 - Critical Hdwy Stg 1 5.45 - - - Critical Hdwy Stg 2 5.45 - - - Follow-up Hdwy 3.545 3.462 2.344 - Pot Cap -1 Maneuver 606 860 1314 - Stage 1 874 - - - Stage 2 787 - - - Platoon blocked, % - Mov Cap -1 Maneuver 585 860 1314 - Mov Cap -2 Maneuver 585 - - - Stage 1 843 - - - Stage 2 787 - - - MN M Approach EB NB SB HCM Control Delay, s 12.5 1.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1314 - 627 HCM Lane V/C Ratio 0.032 - 0.239 HCM Control Delay (s) 7.8 0 12.5 HCM Lane LOS A A B HCM 95th %tile Q(veh) 0.1 - 0.9 Scenario 1 11/23/2021 Synchro 11 Light Report st am.syn HCM 6th TWSC Short Total PM 5: WCR17 & WCR50 Existing Geometry Intersection Int Delay, s/veh 5.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow tie 138 138 0 Stop 0 0 0 93 5 148 Major/Minor Minor2 78 78 0 Stop None 93 10 84 47 47 0 Free 4 203 203 0 Free None M. 14 268 268 0 Free - 0 0 - 0 0 93 93 93 13 5 5 51 218 288 Major1 Major2 137 137 0 Free None MI MI 93 5 147 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 682 362 435 0 - 0 362 320 6.45 6.3 4.23 5.45 5.45 3.545 3.39 2.317 411 665 1069 698 729 389 665 1069 389 660 729 Approach EB NB M. M. M. M. M. M. M. M. M MI M MI M MI M MI SB HCM Control Delay, s 20.7 HCM LOS C 1.6 0 Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1069 - 458 0.047 - 0.507 8.5 0 20.7 A A C 0.1 - 2.8 Scenario 1 11/23/2021 Synchro 11 Light Report st pm.syn HCM 6th TWSC Short Total AM 5: WCR17 & WCR50 Required Geometry Intersection Int Delay, s/veh 3.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'e' '9 t t r Traffic Vol, veh/h 107 28 38 147 99 64 Future Vol, veh/h 107 28 38 147 99 64 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 635 - - 435 Veh in Median Storage, # 1 - - 0 0 Grade, % 0 - - 0 0 Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 5 18 16 5 5 5 Mvmt Flow 119 31 42 163 110 71 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 357 110 181 0 - 0 Stage 1 110 - - - Stage 2 247 - - - Critical Hdwy 6.45 6.38 4.26 - Critical Hdwy Stg 1 5.45 - - - Critical Hdwy Stg 2 5.45 - - - Follow-up Hdwy 3.545 3.462 2.344 - Pot Cap -1 Maneuver 635 902 1314 - Stage 1 907 - - - Stage 2 787 - - - Platoon blocked, % - Mov Cap -1 Maneuver 615 902 1314 - Mov Cap -2 Maneuver 656 - - - Stage 1 878 - - - Stage 2 787 - - - MN M Approach EB NB SB HCM Control Delay, s 11.6 1.6 0 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 1314 - 695 HCM Lane V/C Ratio 0.032 - 0.216 HCM Control Delay (s) 7.8 - 11.6 HCM Lane LOS A - B HCM 95th %tile Q(veh) 0.1 - 0.8 MN M Scenario 1 11/23/2021 Synchro 11 Light Report st am required geo.syn HCM 6th TWSC Short Total PM 5: WCR17 & WCR50 Required Geometry Intersection Int Delay, s/veh 4.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 138 138 0 Stop 0 1 0 93 5 148 78 78 0 Stop None 93 10 84 Ili 47 47 0 Free 635 t 203 203 0 Free None M. t 268 268 0 Free Pi 137 137 0 Free None - 435 - 0 0 - 0 0 93 93 93 13 5 5 51 218 288 Minor2 Major1 Major2 MI 93 5 147 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 608 288 288 320 6.45 5.45 5.45 3.545 3.39 2.317 454 732 1069 754 729 432 527 718 729 Approach EB 435 0 - 0 6.3 4.23 732 1069 NB M. M. M. M. M. M. M. M. M MI M MI M MI M MI SB HCM Control Delay, s 15.1 HCM LOS C Minor Lane/Major Mvmt 1.6 0 NBL NBT EBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1069 - 586 0.047 - 0.396 8.5 - 15.1 A - C 0.1 - 1.9 Scenario 1 11/23/2021 Synchro 11 Light Report st pm required geo.syn HCM 6th TWSC Short Total AM 7: WCR50 & WCR13 Existing Geometry Intersection Int Delay, s/veh 2.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 11 11 0 Free M. 85 5 13 Major/Minor Major1 4 70 70 0 Free None 0 0 85 5 82 1 88 88 0 Free 0 0 85 5 104 till 91 60 91 60 0 0 Free Stop None - - 0 - 0 - 0 85 85 9 12 107 71 Major2 Minor2 17 17 0 Stop None MI MI 85 5 20 Conflicting Flow All 211 Stage 1 Stage 2 Critical Hdwy 4.15 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1342 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1342 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 - WB 0 266 - 158 - - 108 - - 6.52 - 5.52 - - 5.52 - - 3.608 3.345 - 702 880 - 847 - 892 M. 158 6.25 MI - 695 880 - 695 - 839 - 892 SB MI MI HCM Control Delay, s 1 HCM LOS Minor Lane/Major Mvmt 0 10.6 B EBL EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1342 0.01 7/ 0 A A 0 M. M. - 729 - 0.124 - 10.6 - B - 0.4 Scenario 1 11/23/2021 Synchro 11 Light Report st am.syn HCM 6th TWSC Short Total PM 7: WCR50 & WCR13 Existing Geometry Intersection Int Delay, s/veh 4.7 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 11 11 0 Free M. 90 5 12 Major/Minor Major1 114 63 114 63 0 0 Free Free None - 0 0 90 5 127 0 0 90 5 70 V 82 148 82 148 0 0 Free Stop None - - 0 - 0 - 0 90 90 10 7 91 164 Major2 Minor2 21 21 0 Stop None MI MI 90 5 23 Conflicting Flow All 161 Stage 1 Stage 2 Critical Hdwy 4.15 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1400 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1400 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 - WB 0 267 - 116 - - 151 - - 6.47 - 5.47 - - 5.47 - - 3.563 3.345 - 712 928 - 897 - 865 M. 116 6.25 MI - 706 928 - 706 - 889 - 865 SB MI MI HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt 0 11.7 B EBL EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1400 0.009 7.6 0 A A 0 M. M. - 728 - 0.258 - 11.7 - B - 1 Scenario 1 11/23/2021 Synchro 11 Light Report st pm.syn HCM 6th TWSC Short Total AM 7: WCR50 & WCR13 Required Geometry Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Iii t 11 70 11 70 0 0 Free Free - None Storage Length 575 Veh in Median Storage, # - Grade, % - Peak Hour Factor 85 Heavy Vehicles, % 5 Mvmt Flow 13 0 0 85 5 82 t 88 88 0 Free r tier 91 60 17 91 60 17 0 0 0 Free Stop Stop None - None - 550 0 0 85 5 104 Major/Minor Major1 Major2 M. 85 9 107 0 1 0 85 85 12 5 71 20 Minor2 MI MI Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 211 0 - 4.15 2.245 1342 M. 1342 M. Approach EB WB 0 212 - 104 - - 108 - - 6.52 - 5.52 - - 5.52 - - 3.608 3.345 - 754 943 - 896 - 892 104 6.25 MI - 746 943 - 746 - 887 - 892 SB MI MI HCM Control Delay, s 1 HCM LOS Minor Lane/Major Mvmt EBL 0 10.2 B EBT WBT WBR SBLn1 Capacity (veh/h) 1342 HCM Lane V/C Ratio 0.01 HCM Control Delay (s) 7.7 HCM Lane LOS A HCM 95th %tile Q(veh) 0 - 782 - 0.116 - 10.2 - B - 0.4 Scenario 1 11/23/2021 Synchro 11 Light Report st am required geo.syn HCM 6th TWSC Short Total PM 7: WCR50 & WCR13 Required Geometry Intersection Int Delay, s/veh 4.5 Movement EBL EBT WBT WBR SBL SBR Lane Configurations '9 t t r Traffic Vol, veh/h 11 114 63 82 148 21 Future Vol, veh/h 11 114 63 82 148 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 575 - - 550 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 90 90 90 90 90 90 Heavy Vehicles, % 5 5 5 10 7 5 Mvmt Flow 12 127 70 91 164 23 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 161 0 - Stage 1 - - Stage 2 - - Critical Hdwy 4.15 - Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - Follow-up Hdwy 2.245 - Pot Cap -1 Maneuver 1400 - Stage 1 - - Stage 2 - - Platoon blocked, % - Mov Cap -1 Maneuver 1400 - Mov Cap -2 Maneuver - - Stage 1 - - Stage 2 - - 0 221 70 - 70 - - 151 - - 6.47 6.25 - 5.47 - - 5.47 - - 3.563 3.345 - 756 984 - 940 - - 865 MI - 749 984 - 748 - - 932 - - 865 - Approach EB WB SB HCM Control Delay, s 0.7 0 11.2 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1400 - - - 771 HCM Lane V/C Ratio 0.009 - - - 0.244 HCM Control Delay (s) 7.6 - - - 11.2 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 1 Scenario 1 11/23/2021 Synchro 11 Light Report st pm required geo.syn HCM 6th TWSC Short Total AM 12: WCR13 & Johnstown Plant Access Required Geometry Intersection Int Delay, s/veh Movement 1.3 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 6 6 0 Stop 0 0 0 85 83 7 Minor1 16 16 0 Stop None 85 63 19 1 118 118 0 Free 0 0 85 5 139 6 6 0 Free None M. M. 85 83 7 li 16 16 0 Free 230 85 56 19 Major1 Major2 t 117 117 0 Free None MI 0 0 85 5 138 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 319 143 143 176 7.23 6.83 6.23 6.23 - 4.247 3.867 536 766 719 692 527 766 527 719 681 Approach WB 0 0 146 0 M. M. - 4.66 M. - 2.704 - 1164 M. M. - 1164 M. M. BM NB SB HCM Control Delay, s 10.5 HCM LOS B Minor Lane/Major Mvmt 0 1 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 682 1164 - 0.038 0.016 - 10.5 8.1 - B A - 0.1 0 MI MI Scenario 1 11/23/2021 Synchro 11 Light Report st am required geo.syn HCM 6th TWSC Short Total PM 12: WCR13 & Johnstown Plant Access Required Geometry Intersection Int Delay, s/veh 0.4 Movement WBL WBR NBT NBR SBL SBT Lane Configurations 'e' 'I t Traffic Vol, veh/h 6 2 133 5 6 197 Future Vol, veh/h 6 2 133 5 6 197 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 230 Veh in Median Storage, # 1 - 0 - - 0 Grade,% 0 - 0 - - 0 Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 83 50 5 100 67 5 Mvmt Flow 7 2 156 6 7 232 Major/Minor Minor1 Major1 Major2 MI Conflicting Flow All 405 159 Stage 1 159 - Stage 2 246 - Critical Hdwy 7.23 6.7 Critical Hdwy Stg 1 6.23 - Critical Hdwy Stg 2 6.23 - Follow-up Hdwy 4.247 3.75 Pot Cap -1 Maneuver 473 775 Stage 1 706 - Stage 2 638 - Platoon blocked, % Mov Cap -1 Maneuver 470 775 Mov Cap -2 Maneuver 517 - Stage 1 706 - Stage 2 634 - 0 0 162 0 M. M. - 4.77 M. - 2.803 - 1103 M. M. - 1103 M. M. Approach WB NB SB HCM Control Delay, s 11.5 HCM LOS B 0 0.2 Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 564 1103 - 0.017 0.006 - 11.5 8.3 - B A - 0.1 0 MI MI Scenario 1 11/23/2021 Synchro 11 Light Report st pm required geo.syn APPENDIX F HCM 6th TWSC 3: WCR17 & WCR48 1/2 Long Total AM Required Geometry Intersection Int Delay, s/veh 0.9 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 15 15 0 Stop 0 1 0 95 5 16 20 20 0 Stop None 95 40 21 1 245 245 0 Free 0 0 95 5 258 10 10 0 Free None li 10 10 0 Free - 535 95 5 11 95 40 11 Minor1 Major1 Major2 t 190 190 0 Free None MI 0 0 95 5 200 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 486 264 222 6.45 5.45 5.45 3.545 535 773 808 264 0 0 269 0 6.6 3.66 691 530 691 601 773 800 Approach WB M. M. - 4.5 M. - 2.56 - 1104 M. M. - 1104 M. M. BM NB SB HCM Control Delay, s 10.9 0 0.4 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 649 1104 - 0.057 0.01 - 10.9 8.3 - B A - 0.2 0 MI MI Scenario 1 11/23/2021 Synchro 11 Light Report It am required geo.syn HCM 6th TWSC 3: WCR17 & WCR48 1/2 Long Total PM Required Geometry Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations 'e' Traffic Vol, veh/h 10 Future Vol, veh/h 10 Conflicting Peds, #/hr 0 Sign Control Stop RT Channelized - Storage Length 0 Veh in Median Storage, # 1 Grade, % 0 Peak Hour Factor 95 Heavy Vehicles, % 5 Mvmt Flow 11 Major/Minor Minor1 10 10 0 Stop None 95 40 11 1 295 295 0 Free 0 0 95 95 5 5 311 21 20 20 0 Free None M. M. li 20 20 0 Free 535 95 25 21 Major1 Major2 t 430 430 0 Free None MI 0 0 95 5 453 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 817 322 495 6.45 5.45 5.45 3.545 342 728 606 322 0 0 332 0 6.6 3.66 639 336 639 449 728 594 Approach WB M. M. - 4.35 - 2.425 - 1109 M. M. - 1109 M. M. NB SB HCM Control Delay, s 12.1 HCM LOS B 0 OA Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 527 1109 - 0.04 0.019 - 12.1 8.3 - B A - 0.1 0.1 MI MI Scenario 1 11/23/2021 Synchro 11 Light Report It pm required geo.syn HCM 6th TWSC 5: WCR17 & WCR50 Long Total AM Existing Geometry Intersection Int Delay, s/veh Movement 4.8 EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 140 140 0 Stop M. 0 0 0 95 5 147 40 40 0 Stop None 95 15 42 50 50 0 Free 4 195 195 0 Free None M. - 0 - 0 95 95 12 5 53 205 14 130 130 0 Free 0 0 95 5 137 Minor2 Major1 Major2 85 85 0 Free None MI MI 95 5 89 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 493 182 311 6.45 5.45 5.45 3.545 530 842 736 182 226 0 - 0 6.35 4.22 3.435 2.308 828 1286 505 828 1286 505 802 736 Approach EB NB M. M. M. M. M. M. M. M. BM SB MI MI MI MI MI MI HCM Control Delay, s 14.9 1.6 HCM LOS B Minor Lane/Major Mvmt 0 NBL NBT EBLn1 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1286 - 553 0.041 - 0.343 7.9 0 14.9 A A B 0.1 - 1.5 BM Scenario 1 11/23/2021 Synchro 11 Light Report It am.syn HCM 6th TWSC 5: WCR17 & WCR50 Long Total PM Existing Geometry Intersection Int Delay, s/veh 14.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 185 185 0 Stop 0 0 0 95 5 195 105 105 0 Stop None 95 9 111 4 60 270 60 270 0 0 Free Free - None 95 12 63 Minor2 Major1 M. 0 0 95 5 284 14 355 355 0 Free 0 0 95 5 374 Major2 180 180 0 Free None MI MI 95 5 189 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 879 469 410 6.45 5.45 5.45 3.545 314 623 664 469 563 6.29 4.22 3.381 2.308 580 960 290 580 960 290 574 664 Approach EB NB 0 - 0 M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 54.2 1.6 HCM LOS F Minor Lane/Major Mvmt NBL NBT EBLn1 0 SBT SBR Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 960 0.066 9 A 0.2 - 354 - 0.862 0 54.2 A F - 8.1 Scenario 1 11/23/2021 Synchro 11 Light Report It pm.syn HCM 6th TWSC 5: WCR17 & WCR50 Long Total AM Required Geometry Intersection Int Delay, s/veh 4.2 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 140 140 0 Stop 0 1 0 95 5 147 40 40 0 Stop None 95 15 42 50 50 0 Free 635 t 195 195 0 Free None M. - 0 - 0 95 95 12 5 53 205 Minor2 Major1 t 130 130 0 Free Pi 85 85 0 Free None - 435 0 0 95 5 137 Major2 MI 95 5 89 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 448 137 311 6.45 5.45 5.45 3.545 563 882 736 137 226 6.35 4.22 3.435 2.308 878 1286 540 878 1286 602 846 736 Approach EB NB 0 - 0 M. M. M. M. M. M. M. M. M MI M MI M MI M MI M MI M MI SB HCM Control Delay, s 12.9 1.6 HCM LOS B Minor Lane/Major Mvmt NBL NBT EBLn1 0 SBT SBR Capacity (veh/h) 1286 HCM Lane V/C Ratio 0.041 HCM Control Delay (s) 7.9 HCM Lane LOS A HCM 95th %tile Q(veh) 0.1 - 647 - 0.293 - 12.9 B - 1.2 Scenario 1 11/23/2021 Synchro 11 Light Report It am required geo.syn HCM 6th TWSC 5: WCR17 & WCR50 Long Total PM Required Geometry Intersection Int Delay, s/veh 6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations 'e' '9 t t r Traffic Vol, veh/h 185 105 60 270 355 180 Future Vol, veh/h 185 105 60 270 355 180 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - 635 - - 435 Veh in Median Storage, # 1 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 5 9 12 5 5 5 Mvmt Flow 195 111 63 284 374 189 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 784 374 563 0 - 0 Stage 1 374 - - - Stage 2 410 - - - Critical Hdwy 6.45 6.29 4.22 - Critical Hdwy Stg 1 5.45 - - - Critical Hdwy Stg 2 5.45 - - - Follow-up Hdwy 3.545 3.381 2.308 - Pot Cap -1 Maneuver 358 657 960 - Stage 1 689 - - - Stage 2 664 - - - Platoon blocked, % - Mov Cap -1 Maneuver 334 657 960 - Mov Cap -2 Maneuver 451 - - - Stage 1 644 - - - Stage 2 664 - - - MN M Approach EB NB SB HCM Control Delay, s 22.1 1.6 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 SBT SBR Capacity (veh/h) 960 - 509 HCM Lane V/C Ratio 0.066 - 0.6 HCM Control Delay (s) 9 - 22.1 HCM Lane LOS A - C HCM 95th %tile Q(veh) 0.2 - 3.9 Scenario 1 11/23/2021 Synchro 11 Light Report It pm required geo.syn HCM 6th TWSC 7: WCR50 & WCR13 Long Total AM Existing Geometry Intersection Int Delay, s/veh 2.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, Peak Hour Factor Heavy Vehicles, % Mvmt Flow 15 15 0 Free M. 95 5 16 Major/Minor Major1 4 90 90 0 Free None 0 0 95 5 95 1 115 115 0 Free 0 0 95 95 5 8 121 126 120 120 0 Free None M. M. till 80 80 0 Stop 0 0 0 95 10 84 Major2 Minor2 20 20 0 Stop None MI MI 95 5 21 Conflicting Flow All 247 Stage 1 Stage 2 Critical Hdwy 4.15 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1302 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1302 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB 0 - WB 0 311 - 184 - - 127 - - 6.5 - 5.5 - - 5.5 - - 3.59 3.345 - 665 851 - 829 - - 879 - M. 184 6.25 - 656 851 - 656 - 818 - 879 SB MI MI HCM Control Delay, s 1.1 HCM LOS Minor Lane/Major Mvmt 0 11.2 B EBL EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1302 0.012 7.8 0 A A 0 M. M. - 688 - 0.153 - 11.2 - B - 0.5 Scenario 1 11/23/2021 Synchro 11 Light Report It am.syn HCM 6th TWSC 7: WCR50 & WCR13 Long Total PM Existing Geometry Intersection Int Delay, s/veh 5.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations 4 I+ Yr Traffic Vol, veh/h 15 150 85 110 195 30 Future Vol, veh/h 15 150 85 110 195 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 95 95 95 95 95 95 Heavy Vehicles, % 5 5 5 8 7 5 Mvmt Flow 16 158 89 116 205 32 Major/Minor Major1 Major2 Minor2 MI Conflicting Flow All 205 0 - Stage 1 - - Stage 2 - - Critical Hdwy 4.15 - Critical Hdwy Stg 1 - - Critical Hdwy Stg 2 - - Follow-up Hdwy 2.245 - Pot Cap -1 Maneuver 1349 - Stage 1 - - Stage 2 - - Platoon blocked, % - Mov Cap -1 Maneuver 1349 - Mov Cap -2 Maneuver - - Stage 1 - - Stage 2 - - 0 337 147 - 147 - - 190 - - 6.47 6.25 - 5.47 - - 5.47 - - 3.563 3.345 - 648 892 - 868 - - 830 - - 640 892 - 640 - - 857 - - 830 - Approach EB WB SB HCM Control Delay, s 0.7 0 13A HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1349 - 0.012 - 7/ 0 A A 0 M. M. - 665 - 0.356 - 13.4 - B - 1.6 Scenario 1 11/23/2021 Synchro 11 Light Report It pm.syn HCM 6th TWSC 7: WCR50 & WCR13 Long Total AM Required Geometry Intersection Int Delay, s/veh 2.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ii t t r Traffic Vol, veh/h 15 90 115 120 80 20 Future Vol, veh/h 15 90 115 120 80 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 575 - - 550 0 - Veh in Median Storage, # - 0 0 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 5 5 5 8 10 5 Mvmt Flow 16 95 121 126 84 21 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 247 0 - Stage 1 - Stage 2 - Critical Hdwy 4.15 Critical Hdwy Stg 1 - Critical Hdwy Stg 2 - Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1302 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap -1 Maneuver 1302 Mov Cap -2 Maneuver - Stage 1 - Stage 2 - 0 248 121 - 121 - - 127 - - 6.5 6.25 - 5.5 - - 5.5 - - 3.59 3.345 - 723 922 - 885 - - 879 - - 714 922 - 726 - - 874 - - 879 - Approach EB WB SB HCM Control Delay, s 1.1 0 10.5 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1302 - - - 758 HCM Lane V/C Ratio 0.012 - - - 0.139 HCM Control Delay (s) 7.8 - - - 10.5 HCM Lane LOS A - - - B HCM 95th %tile Q(veh) 0 - - - 0.5 Scenario 1 11/23/2021 Synchro 11 Light Report It am required geo.syn HCM 6th TWSC 7: WCR50 & WCR13 Long Total PM Required Geometry Intersection Int Delay, s/veh 4.9 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Ili Traffic Vol, veh/h 15 Future Vol, veh/h 15 Conflicting Peds, #/hr 0 Sign Control Free RT Channelized - Storage Length 575 Veh in Median Storage, # - Grade, % - Peak Hour Factor 95 Heavy Vehicles, % 5 Mvmt Flow 16 t 150 150 0 Free None 0 0 95 5 158 t 85 85 0 Free ri 110 110 0 Free None - 550 0 0 95 5 89 Major/Minor Major1 Major2 M. 95 8 116 till 195 195 0 Stop 0 1 0 95 7 205 Minor2 30 30 0 Stop None MI MI 95 5 32 Conflicting Flow All 205 0 - Stage 1 Stage 2 Critical Hdwy 4.15 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.245 Pot Cap -1 Maneuver 1349 Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver 1349 Mov Cap -2 Maneuver Stage 1 Stage 2 M. M. M. Approach EB WB 0 279 - 89 - - 190 - - 6.47 - 5.47 - - 5.47 - - 3.563 3.345 - 700 961 - 922 - 830 89 6.25 MI - 692 961 - 709 - 911 - 830 SB MI HCM Control Delay, s 0.7 HCM LOS Minor Lane/Major Mvmt 0 12.2 B EBL EBT WBT WBR SBLn1 Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1349 0.012 7.7 A 0 - 735 - 0.322 - 12.2 - B - 1.4 Scenario 1 11/23/2021 Synchro 11 Light Report It pm required geo.syn HCM 6th TWSC 12: WCR13 & Johnstown Plant Access Long Total AM Required Geometry Intersection Int Delay, s/veh Movement 1.4 WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length 0 Veh in Median Storage, # 1 Grade, % 0 Peak Hour Factor 95 Heavy Vehicles, % 70 Mvmt Flow 11 Major/Minor tie 10 10 0 Stop Minor1 25 25 0 Stop None 95 50 26 1 155 155 0 Free 0 0 95 5 163 10 10 0 Free None li 25 25 0 Free - 230 95 70 11 95 50 26 Major1 Major2 t 170 170 0 Free None MI 0 0 95 5 179 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 400 169 231 7.1 6.1 6.1 4.13 494 720 671 169 0 0 174 0 6.7 3.75 764 483 764 532 720 656 Approach WB M. M. - 4.6 M. - 2.65 - 1159 M. M. - 1159 M. M. NB SB HCM Control Delay, s 10.6 HCM LOS B Minor Lane/Major Mvmt 0 1 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 679 1159 - 0.054 0.023 - 10.6 8.2 - B A - 0.2 0.1 MI MI Scenario 1 11/23/2021 Synchro 11 Light Report It am required geo.syn HCM 6th TWSC 12: WCR13 & Johnstown Plant Access Long Total PM Required Geometry Intersection Int Delay, s/veh 0.5 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor tie 10 10 0 Stop 0 1 0 95 95 70 60 11 5 5 5 0 Stop None 1 175 175 0 Free 0 0 95 5 184 10 10 0 Free None li 10 10 0 Free - 230 95 70 11 95 50 11 Minor1 Major1 Major2 t 260 260 0 Free None MI 0 0 95 5 274 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 486 190 296 7.1 6.8 6.1 6.1 4.13 3.84 436 723 703 623 432 723 495 703 617 Approach WB 190 0 0 195 0 M. M. - 4.6 M. - 2.65 - 1137 M. M. - 1137 M. M. BM NB SB HCM Control Delay, s 11.7 HCM LOS B Minor Lane/Major Mvmt 0 0.3 NBT NBRWBLn1 SBL SBT Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) - 553 1137 - 0.029 0.009 - 11.7 8.2 - B A - 0.1 0 MI MI Scenario 1 11/23/2021 Synchro 11 Light Report It pm required geo.syn Hello