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U t uelbilts ..., KC Country glee CarerCentee, lno.rper.tW .1719 KC 0]1537.5 unlit/ ISt4S 510.•0 1/001 LR4 0[1(110711 , Sl1F. Ti •/ O,f ta0 e r 1:t.aA1)ML I fi FPCTETTI afar t at'M1Urn KLD Cn• ,CO _-AI- S- a TACT Or U.0 l0[AT[0 la M SODTIYl1!07AK IN Of SECTION 11,1 TOMAS,3 Op.p - 1 \....-M1' 1. The Cite tfn . .nq e000 Plan ends the Special .Review D1RE 1 Yt1T p ra 1[A P.1.r NE11 minr COlOlA00,{tiK 1011 FA71aMRL1 03111(1 \\ remelt la lot • nursing cos. .• abeiltad to N. S - 8 YON O R 11011 ' •.1 ♦ I ppltr.tlon •Ib 0 e 00 ltl. la .1 Department 0100 'f n.nnin7 ��1 \\\ V V 0[6130111 AT E POINT 01( @01210 0(M LI) 1001151 fI IT11 8CT113 II 01(7 I. ' !;:,?...1F4,T;- Cwnicn and av0lmet to the bemelo7eoa. Standard. wNewd 111110E 1.*Warta CORM Or SAID SECTION Ill MSS WT,311@0 10.pill.MAO CE01... '. :+,t�-• \\* Sonia. MKS POINT 00 AT A 11afr Aral II III 7316 SOOT'LIR.A VISTA=p 76.00 7111 TO 710 TapE POl1r p 100011;{ .-� • . r.„ i�— —— \ 1. *ppray.l or thl• plan r me be A naeed property MICE vest ralwln to ra sou,soon uR v wD IWT$Ilst 609111 A 01111*E 00 - T�Un - pen..to Aret.le GS ni rite.20.e.■.3.,.. 0101. Sloan air: •I O^.; i 1 NIKE Iglsx,A KAUAI 00121.[1 Fmt .. T.'3 V,f?.G8 W 7. .a-toot.Iia-.tee tent.•0.12 b. .wcew end..too.lnw PEKE FUT.7y4fu TO M SAM saTn lilt.A INSTANCE 00110.1 F[n; ) I en w.mei1.m neat boundary or w fop lagoon. TRIM 51n{v 00'(OAT.A(11950(0 037.10 FEET; `'2 <- - y1 �— TIME KfTx r8 a'EAST.A D1SlAK1 p x0.10 OEt1 -- !it••¢B�F.• I a. aeon ..t,.tetlen .parer... by ta. Longmont roll 10101 OM,A 9nnat p DISTANCE 2321 ;. _ 1 jf.�e ei•/w.rp r Conservation'Di.vlce shall E.rSnt.lnN.t.0 Fla.. MACE 114210 e/°m•MST,A onraC[a 5.17 2101! o `` 1•.%y('C•larr/p t • L � TatIKC KOTA.A multi Or 197,79]Eel,Kea 1 LESS,TO MS 7101 POINT p•ROIRIIK, •; :'I fr i ' � 11)(A I. All epear'etlea on the property hAl be in.e.Ae.aaee.Yla , c Thomas rte'ti •.- _ f, I me re0oir.�.v o the Veld County 0.11140.tea.Ordinance. (1�CE!�: r �7 • •i,' � I �.• ., the property r et eat hall 1 neto..lbl. for A MCI OF LOAD 1100 III II M 2530101 1,(01 9[311 II,J3 15961;7 1 OR.OF 1 earyl7lrt9 with the 0..19. 1te.0.rde o[rmettme U.s of tb• RAGE a/KU p M P.O.,VW 00.00,COMAS),SEIK MIl►AATICID1Rt OIY MD w.!P� �1'.7'"e. '•'/�''i�, weld Cooed ame lop erdin.ame, A FOAMS: �:• �_SI �•�: 1[0101111 1 M 51n 131 or M SAID 5(111[12 COUTES 00 11RI1 II 1 V KKR III { • �.\ offru t a� —.-....' ` , �e• 7. The property *Weer or operator shall be n.pmea.2l0 ter 111110.0=COMA 60 1ER111I WM µ1t,A 1000,A 0)14,00117!' 900/ • �.. \ A -`7•21.. e^-n:�) ..^rte. •+'•'✓ eegyl'9.lea Abe Opeutlne/eaadaN.of iaeUne]..{of m• K Kt KIM At A x0117 3111 TO ra IAN SOWS UPI,A DISTMICE d 10,00 FUT R M . 1 TNK POINTp007110: '� -_.- ----. .{ .eta County 105157 ocaia..a.. r11fKe t1r1Nu KIM.A D1ITAICE p 592.10 PUT T•� q %'14.7--,--,t..,-2r {. r.r.one.l leas the Meld County 3•.125 o.w 11 10 and ..la TOM MN cr MVO S n mo a•NEST. 1Ai aisn it Ear 1107.5 FEET; �'a ny.Vve n `-•1'�•x•e.a. -.� 11 Court; Department et Pleaa eg Nnl Ere .ball b. 92.5.5 vamen • ..yes .to too property t r reasonable tine f0 order to aS MICE 1161,A MISTAKE Cr 751.71 TM, r 1 rl Ho" =R .n....t<he aeeseleita uni.e ode on ef:property.04 .1 comely with• h0 M MICE EAST,A DlnA13 p x7.1 FEU,75111[99 to ra WA MAT 1111510. `.� eA.� the Developer'. Standards herein d all applicable tr KG EI[(0710 T1 00 0*1 MT 001011 AS COMM TD TM CALlr11 RSKrmn I I li,loll ON ,: r •m•3 1 i _elban'd) 0.14 Coeaty aselattm.- L4 ; _ THIN[,7 11FD OATED RC.741 a,Trl/AK 17(1(D MOAK a.TKO II SOON Tall AT- t A. ra• I e ROOD J72 r I. raw special Realee are 55.11 be 1 Weed to tbe pl.. Omar east ISO.A MEMO.1D.70723,TRIM Warr WOWS, ..s .' 1 ' \ bereln ed levers. by tbe reretoln9 Standards .a all G/ !-1 2- ✓ \ pilot able Vela Co.ntr 1.01.lm.. safer rb and the -1 p�� I plans or 0 approval atan0.rae Al *born or .0.91 .5511 I"+f rMt�-, �� \ ....re the approval of an a 'amen of the Peralt by the L—..rceV lCo.e•e 7Ne A{yMry/6Nl G vela Cesetr Plannle.•Coneie.lme and the Beard or C..at' - / '` 1 Oael...lener. before ouch tram the plaaa r VVV Rene••).••••••- oes.l 0wnt standards a..pe.1 lb. p.other chew'.'Kell Cube be tiled in !M office e[ the Deportment.of Planning 1 6i•t7•i.0.0. I. I • '\ Nnlen. ff • rtes-ta•o-ev.Orr I ••\ ` r O. The property am.. or operator etuall be re.Dea.111. r0. r C! 11\ 1 MMCO�l1Ut Y1tD1 01 U►et ta.o[ardD'l'y gnlgpmea ail/andara• SI 7 be on for reecoation of the Permit by the rne.e o[ • y :t*teh---\\ �y \ I may cai..tt..r.. .1s Sec-~P4 1 N 1f I ale,rcw xt 'o°�� • \ J ~� 0906,* C.s....'- .2271 •teal a.e„bv # A1:44:2.°44- Tae•Oo' de...••I af t1,Ay%w) 7 • .- 70.4[7' �'�` t4""° S..,„:, ' ` M1 I /b.,6r.:Ica..,.,.u..L A!-AA) o 624-G.•f t.) 6.44 430.04' .9 4 G teach .��_�� ._�_ a -- ...7• 7 s.`e --- fbru71l / I 1 °" • -07.44 dr ..�ni�'rev..., ;I•-•,- 'a G•+( ) N7 00'x. r,y,e:n Aed.1f / j ..1.*"' \ \ ti..0 � ? ..r` A) / E A4...F.. i VI \\ fbiae•/ .r / r l—� - `+�•M : 11 4 \\\, + ,, .1 Op., VA',4, I l_� ,• ':+'.d.� • F. 1 I 'I•Scale,/'DSO' ® 5 ..14. RS I o s. 3. I `. T I !Ovever 11 1 k.,'" cii, -- I 1 IC AI Lr:©QYlrnf wz Ca o/ a — lif f I. ,�� I I n.n c r-Ta al g4. s'. I m. .:. �• I m.a i� '., ©Lot•esr.dsaLc / ` . . .aa.ey /wrl.,,y,(eY •: \' - L ./ • �8.Ia.l,.'ter) - .-- —CA...[«�A}51.,e.109 J .—.—�_ ' 1�r7rra7�"'ZI •'+�e�a7 ,td'e!/ ,'!' `' 1 ——-- 1� L.l 00 if r West /4el.Se o�y `h`b,r�---• �� _ V IW'Y701,7 _I t/ _4=---,- )I E•�r 347.0E aA.M 1rm• sy 072.2.�'J .'{ TA7r/A JO.' .� 4rM.IIla l VIII", , 6A pa.rC. .641711 CY a Weld Counriy Rood ez (*•Rau.) •G.ow/ .. .. r`.f -,003 ay oil,,, r/J4,Y/ei.4 59....49 ee Cam,re..d) - ' 1 ----- ---------- —. — -------*� n---- 'b---��"=.A�1----- — • MCRAE S. SHORT, INC. [70 J1.RlhK(011131110 a■TInu)I1 250 p iPMr Oaa III 0*f• 10212l01T( reetet 40091 S117ar.1• 1701 6U AVENUE, ORCEIQy, CpDR�l10 60{71,. n01 a a 0001100 tar h1E dR a 1*00 000TSSMOnS.161 WWI,!001000 011[(R1*K2 Wm annoy 00111)se roar matt TO 101 Or Na10 • ySeSfl T n11 O 0 tIC00 net Walla 1 01n 205110 COMMON e.s ape 71YpNOt 1 760.7101:-. .,... • 0'- PIR SET ALL TOM O Sea Th AS 91511 COMA SWAM Si 0!t MOT tlto1Q10 a NI WAD p 25222 ON010i001d.500 00gn. Oaf SKI.mr1■K U N 1.IS 101 1h Snt[ly�K.Ip WIRraN1■rElsr41APs aria[(rOpR.T moms A Da1leu.tea emery /?Tar p Dare.M. ' . 't ) Oti '111 191 001 Imo 210110210,1plROar,COlOVD.PAa 21,IRA, 0 sea..A[(06UIb 1151 n;3/k III 10!�•'-4ew) .nil. A....DE. //S£BY SPECIAL REVIEW NO. �'O ' KIK 1.MITER,L.S.MASI 01170 20 1.[10[01Taa1110.02404 NO.000!01 KM KC II. i. On 6.wy Y/ty W fled",a... • mile al pm as[(SKIM KKK 110 0 oar Of I. I ) Awl. 8•saw...? 10 P00,smroe Al Tame/*3 M1[Ir.%- —.'.—‘7*-* MUM raft ,/ /y� 7�rte, 1 A,�c.d✓�fsr F..pp nee wry'r mp sa P Il Nroal aanri."'Event;".. a37*041 AREA ._ / �/-(?) / 1AllMq ly1M"4 cl Tl FualsL(httfs ]I • +N.,...t.. l7CC-COGW7N7'wen,CARE CENTER....= .. j."- r". .-- I ��'1 4.rs0 r t1 --T ,i; yy r.:y,ti00rWM,-.IW tarn 9.1000 Weiss;a MT",2022 0110 . ., .- •—I SCI 1.1F+. ' w..•$101:qMe ,,FIR sale IAA,1-71 S10PES CLASS n. 11101101 iW, •Cal1 Meta.I-71 11093.CLASS Its p•;a11100. -'1 i:r w W:t7p'• ems., ,yb, MIOJ�t'.T 114 .•,, - ' 1 %.1'.,_-,11,y (<e.r..t. a1Wnea ,• 88/39 ' r.a..:/ C RESOLUTION RE: APPROVE SITE SPECIFIC DEVELOPMENT PLAN AND AMENDMENT TO SPECIAL REVIEW PERMIT FOR USES SIMILAR TO THOSE LISTED (RAIL AND TRACK SORTING AND PROCESSING PLANT) - THE DAVID J. JOSEPH COMPANY WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board of County Commissioners held a public hearing on the 9th day of November, 1988 , at the hour of 10 :00 a.m. in the Chambers of the Board for the purpose of hearing the application of The David J. Joseph Company, 300 Pike Street, P.O. Box 1078 , Cincinnati , Ohio 45203 , for a Site Specific Development Plan and amendment to a Special Review Permit for uses similar to those listed (Rail and Track Sorting and Processing Plant) on the following described real estate, to-wit: Part of the Si , Section 15 , Township 1 North, Range 68 West of the 6th P.M. , Weld County, Colorado WHEREAS, said applicant was represented by Russell Anson, Attorney, and WHEREAS, Section 24 .4 .2 of the Weld County Zoning Ordinance provides standards for review of said Special Review Permit, and WHEREAS, the Board of County Commissioners heard all of the testimony and statements of those present, has studied the request of the applicant and the recommendations of the Weld County Planning Commission and all of the exhibits and evidence presented in this matter and, having been fully informed, finds that this request shall be approved for the following reasons: 1 . The submitted materials are in compliance with the application requirements of Section 24 .7 of the Weld County Zoning Ordinance. 2 . It is the opinion of the Board of County Commissioners that the applicant has shown compliance with Section 24 .4 .2 of the Weld County Zoning Ordinance as follows: a. The proposal is consistent with the Weld County Comprehensive Plan. .- 881065 i_L) Page 2 RE: AMEND USR - THE DAVID J. JOSEPH COMPANY b. The proposal is consistent with the Agricultural Zone District. The proposed expansion will not remove productive or prime farmland from production. c. The amended Special Review Permit will be compatible with the existing and future land uses. Conditions of approval and Development Standards will insure compatibility. d. The subject site is located within the Geologic Hazard Overlay District. A Geologic Hazard Development Permit has been approved for the site. e. Special Review Permit Development Standards will provide adequate protection of the health, safety and welfare of the neighborhood and County. f. Special Review Permit Development Standards will provide adequate noise protection for the neighborhood and County. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the application for a Site Specific Development Plan and amendment to a Special Review Permit for uses similar to those listed (Rail and Track Sorting and Processing Plant) on the hereinabove described parcel of land be , and hereby is, granted subject to the following conditions: 1 . The attached Development Standards for the Special Review Permit be adopted and placed on the Special Review plat prior to recording the plat. The plat shall be delivered to the Department of Planning Services and be ready for recording in office of the Weld County Clerk and Recorder within 45 days of approval by the Board of County Commissioners . 2 . Building or electrical permits shall not be issued on the property until the Special Review plat is ready to be recorded in the office of the Weld County Clerk and Recorder. 3 . The berming and fencing required by the landscaping and screening plan and the requirements of the State Highway Department Junkyard Permit shall be installed and completed within one year of approval by the Board of County Commissioners and the landscaping shall be completed within 18 months of approval by the Board of County Commissioners. The landscaping and screening 881065 Page 3 RE: AMEND USR - THE DAVID J. JOSEPH COMPANY plan along Weld County Road 8 and the west property line shall consist of 60 foot intervals in an alternating pattern of: 1) a 6-foot solid wood fence on a 3 foot berm; and 2) Russian olive trees on a 5 foot berm. The Russian olive trees shall be a minimum of 4 feet in height at the time of planting with a maximum spacing of 4 feet between trees. 4 . The plat shall be amended prior to recording to show the following: a . All storage areas and maximum heights allowed within those areas . The heights allowed for storage shall not exceed the effective height of the landscaping and screening. Materials shall not exceed 20 feet in height. b. The screening plan approved by the Department of Planning Services shall be shown on the Special Review plat prior to recording. 5 . Within 30 days of approval, evidence shall be submitted to the Weld County Health Department that the existing septic system has been reviewed and evaluated by a registered professional engineer and certified that it is adequate to handle the effluent load. 6 . Within 60 days of approval by the Board of County Commissioners , the applicant shall apply for a State Highway Department Junkyard Permit. 881065 Page 4 RE: AMEND USR - THE DAVID J. JOSEPH COMPANY The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 9th day of November, A.D. , 1988 . I BOARD OF COUNTY COMMISSIONERS ATTEST: r�� WELD NT�Y,,, COLORADO Weld County4 ' ana Recorder WELD -and Clerk to the Board Gene R. Brant43 'z*2zztz , Chairman c [ �� BY: f1YKryytc,�ic /2.--k,e) C.W. Kirby`/`Pro—em D putt' Counterk APPROVED AS TO FORM: Jacae J -son dL - is . , � 0 Gordont 'r—1,acy Molua tun y Attorney ,� ,<1,, ,�i��"'�u"Y— -- Frank YUamaguchi 881065 L DEVELOPMENT STANDARDS The David J. Joseph Company Amended USR-691 1 . The Site Specific Development Plan and amended Special Review Permit is for rail and track sorting and processing plant as submitted in the application materials on file in the Department of Planning Services and subject to the Development Standards stated herein. 2 . Approval of this plan may create a vested property right pursuant to Article 68 of Title 24 , C.R.S. , as amended. 3 . No permanent disposal of wastes shall be permitted at this site. 4 . The approved landscaping and screening plan and State Highway Department Junkyard Permit shall be maintained at all times . Maintenance shall include the regular irrigation, weeding, fertilization, mowing, trash cleanup, and pruning of all landscaping, the treatment or repair of all diseased, insect-ridden, broken or vandalized landscaping and fencing, and the replacement of dead or irreparable landscaping in substantially similar kind. 5 . All liquid and solid wastes shall be stored and removed for final disposal in a manner that protects against surface and groundwater contamination. 6 . Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, blowing debris , and other potential nuisance conditions . 7 . Fugitive dust must be confined on this site. 8 . Maximum permissible noise levels shall shall not exceed the industrial limit of 80 db (A) , as measured according to 25-12-102 , Colorado Revised Statutes. 9 . All construction on the property shall be in accordance with the requirements of the Weld County Building Code Ordinance. 10 . The property owner or operator shall be responsible for complying with the Design Standards of Section 24 .5 of the Weld County Zoning Ordinance. 881065 f__ Page 2 DEVELOPMENT STANDARDS - THE DAVID J. JOSEPH COMPANY 11 . The property owner or operator shall be responsible for complying with the Operation Standards of Section 24 .6 of the Weld County Zoning Ordinance . 12 . Personnel from the Weld County Health Department and Weld County Department of Planning Services shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property comply with the Development Standards stated herein and all applicable Weld County Regulations . 13. The Special Review area shall be limited to the plans shown herein and governed by the foregoing Standards and all applicable Weld County Regulations. Major changes from the plans or Development Standards as shown or stated shall require the approval of an amendment of the Permit by the Weld County Planning Commission and the Board of County Commissioners before such changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 14 . The property owner or operator shall be responsible for complying with all of the foregoing Development Standards . Noncompliance with any of the foregoing Development Standards may be reason for revocation of the Permit by the Board of County Commissioners. 881065 HEARING CERTIFICATION DOCKET NO. 88-66 RE: SITE SPECIFIC DEVELOPMENT PLAN AND AMENDMENT TO SPECIAL REVIEW PERMIT FOR USES SIMILAR TO THOSE LISTED (RAIL AND TRACK SORTING AND PROCESSING PLANT) - THE DAVID J. JOSEPH COMPANY A public hearing was conducted on November 9, 1988, at 10:00 A.M. , with she following present: Commissioner Gene Brantner, Chairman Commissioner C.W. Kirby, Pro-Tem Commissioner Jacqueline Johnson Commissioner Gordon E. Lacy Commissioner Frank Yamaguchi Also present: Acting Clerk to the Board, Mary Reiff Assistant County Attorney, Lee D. Morrison Planning Department representative, Keith Schuett The following business was transacted: I hereby certify that pursuant to a notice dated October 19, 1988, and duly published October 26, 1988, in the Platteville Herald, a public hearing was conducted to consider the request of The David J. Joseph Company for a Site Specifc Development Plan and Amendment to Special Review Permit for uses similar to those listed (Rail and Track Sorting and Processing Plant). Lee Morrison, Assistant County Attorney, made this matter of record. Keith Schuett, Planning Department representative, read the recommendation of the Planning Commission for denial of this request into the record. Mr. Schuett said the Planning -staff had recommended approval of this request. -Russell Anson, Attorney for the applicant, presented information regarding this -application. He said the applicant had a noise reduction study done and will screen the hopper as recommended by this study. Public comment was made by Bob Marx, of Erie Road Joint Venture; Kenneth Lind, attorney representing the Estate of Norman Lovely; Tom Konetski, a member of the Erie Planning Commission; Don Brand, representing the Erie Planning and Zoning Commission; Gary Cleland; Mrs. Merrill Blacker; George Ruff; John Cleland; Nancy Coufal; Judy Ruff; John Crier, representing the State Highway Department (Tape Change #88-54 during Mr. Crier's remarks) ; and Robert Phillipe, member of the Colorado Economic Development Council. Mr. Anson presented information regarding some of the issues which were raised during public testimony. Larry Emsch, yard manager for The David J. Joseph Company, answered questions which had been voiced during public testimony. Mr. Schuett read the Conditions and Development Standards which the Planning staff recommends for adoption if this request is approved. Mr. Anson said that the Condition concerning screening and landscaping may need to be considered in conjunction with the request of the Estate of Norman Lovely for an Amended Special Review Permit, which is to be considered immediately after this hearing. After discussion, Commissioner Johnson moved to continue this matter until after the hearing on the Lovely application, which is being heard today. Commissioner Kirby seconded the motion. Commissioner Lacy stated that he would vote against the motion. On a roll call vote, the motion carried 3-2, with Commissioners -Lacy and Yamaguchi voting nay. Upon reconvening this hearing (Tape #88-56) , Mr. Anson stated that the Conditions and Development Standards are acceptable, except Condition #3. The Condition approved for the Lovely application, requiring that 881065 Page 2 HEARING CERTIFICATION - AMEND _USA - THE DAVID J. JOSEPH COMPANY fencing and berming be completed within one year and that landscaping be completed -within 18 months, would be acceptable. Mr. Schuett reviewed the minor changes of wording which were made to the Conditions and Development Standards in the Lovely application. Commissioner Lacy reviewed the criteria to be considered for a Special Review Permit and moved to approve the request of The -David 2. Joseph Company for a Site Specific Development Plan and Amendment to Special Review Permit, subject to the amended Conditions and Development Standards. Commissioner ZKirby seconded the motion and it carried unanimously. This Certification was approved on the 14th day of November, 1988. APPROVED: -1y1z „f j1,t.:A. ',104A4476'3 BOARD 0 COUNTY COMMISSIONERS ATTEST: /UPI' WELD ��"Y,, COLORADO �/Weld County Clerk and Recorder !�[, 76 and Clerk to the Board 77 Gene R. Brantner, C /airman B7J+--�/'1Lc_r/11 Arr. uG� l y�/r eputy County C rk C.W. Kirby, Pro-Te 2a•.ueli 4ohSn z 77-77 Gor d y 6A / n c / 41 Frank Yamaguchi TAPE #88-53, #88-54, & 1h88-56 DOCKET #88-66 PL0309 881065 PUBLIC NOTICE The Board of County Commissioners of Weld County, Colorado, on November 9, 1-988, conditionally approved a _Site Specific Development Plan and an Amendment to _Special Review Permit for the property and purpose described below. Eonditional approval of this plan creates a vested property right pursuant to Article 68 of Title 24, C.R.S. , as amended, for a period of three years. APPLICANT: The David J. Joseph Company 300 Pike Street P.O. Box 1078 Cincinnati, Ohio 45203 LEGAL DESCRIPTION: Part of the Si of Section 15, Township 1 North, Range -68 West of the 6th P.M. , Weld County, Colorado TYPE AND INTENSITY OF APPROVED USE: Uses similar to those listed (Rail and Track Sorting and Processing Plant) SIZE OF PARCEL: 17 acres, more or less Failure to abide by the terms and conditions of approval will result in a forfeiture of the vested property right. BOARD OF COUNTY COMMISSIONERS WELD _COUNTY, COLORADO BY: MARY ANN FEUE-RSTEIN COUNTY CLERK -AND RECORDER AND CLERK TO THE BOARD BY: Mary Reiff, Deputy PUBLISHED: November 16, 198B, in the Platteville Herald al f f idavit-Of Publication STATE OF COLORADO - County of Weld ss. I A.Winkler Riedel of said County of Weld being duly sworn.say that I am publisher of Platteville Herald - that, the same is a weekly newspaper of general circulation was printed and published in the town of PESUCIIOWCS Platteville Re-Board el County -Commie- donors of weld County, Col- insaid county and statelhat the notice of advertisement. of which erode, e11 November S. IOU. the annexed is a true copy has been published in said-weekly conditionally appnved • Site newspaper for Annelle DevMepmout Flan and Avasodaterel to Sped. Review -• consecutive weeks: Penult ler the property and g - ess desalMd MI•w. -Candl- that the notice was published in the regular andmtlre issue of every Aorta wanted el tide plan ate- number of said newspaper during the period and time of publication Nee *vested�-property ig t per- of said notice and in the newspaper proper and not in a supplement want oe Ankle nkle S of ■ psvi2 24, thereof:thetlt:e first publication of said notice was contained in the el tree yew issue of said newspaper bearing the date of APPUCANT: !� Re David J. Jeovph COIUPmy /Y A.D..19 If and the last publication 700 PIM Sweet thereof,in the issue of said newspaper.bearing date. T.O. Boa as77 ZN c1cmo1. ONO 46707 �-4 da of _LEGAL DESCRIPTION: Part of the Y dw S Ill ottsoden tb,Township ( t North,Weld Ca 0/Mhos of o 6tlr 19q{ that the said P.N.-TYPE AND INTE"SITY Oo ROVE AND INTENSITY OF AP- PROVED PROVED tloH: Line similar to Platteville Herald them Mead (Rail rind Trask Sordng and PnseWn4-RnM) has been published continuously and uninterruptedly during the SIZE OP PARCEL: tT acres, period of at least fifty-two consecutive weeks next prior to the first awn or less issue thereof containing said notice or advertisement above referred FWure 10 abide by the terms to: and that said newspaper was at the time of each of the And sandman el approval will result In a britikse of the vaned publications of said notice duly qualified for that purpose within the **PINY nitld• meaning of an act entitled. "An Act Concerning Legal Notices. Advertisements and Publications and the Fees of Printers an DOWD RP COUNTY SOIEAM- Publishers therm and to Repeal all Acts and Parts�Acts SIONER5 Conflict in the visions of this Ac 1921. . WELD COUNTY, COLORADO U.i/all amen n f. par .� by : . act ap an 'y'a . ..192 t17; NARY ANN PEUERSIBN 3 . COUNTY CLERK �r / / AND RECORDER -AND CLERK TO THE BOARD -Publisher WI— alla DI** Subscribed and sworn to befoje me this XI day of PliMIsissill.lo Se yyrtflto Ntr. W. Novelle. 71. WOE //•j/-`--• -c A.D. 19 h�/ / Notary Public fffi , ';C: ieRE.:,: ,..)it rc4 -My commission expires June 1992 My Commission expires June 30,1992 [ 1— ATTENDANCE R E C -O R D PLEASE write or print legibly your name , address and the name of the applicant or Docket # for the -hearing you are attending . TODAY' S HEARINGS ARE AS FOLLOWS: NOVEMBER 9, 1988 DOCKET # 88-66 AMEND USR-USES SIMILAR TO 1-HOSE LISTED (RAIL & TRACK SORTING & PROCESSING PLANT) - DAVID J. JOSEPH COMPANY DOCKET # 88-67 AMEND USR-SALVAGE, STORAE-E, AND RECYCLING FACILITY - ESTATE FP NORMAN LOVELY DOCKET I /N�AMJ+E ��{ /-� � �7 ADDRE-SS HEA'''J?IEG ATTENDING ( ?U //�/ � ( 3 l4�( cc lirl.�l�lc./1 V C't L LIL et) Cd -aV' t 4-✓"4 , loAf �y,rV ,16-• 'zk b5 ) ,oft v,777 c//44,):,,,,s / Pt-Pt ,Th/Mt-e.,--PJ-z---f--- 4_,,<Q`C?//dr21 -7 d-P c_17-1,c-c )4 1' )- c.' ,, 6^4> IN J3^nv' 'C 7C 9h.1-- —1-/— r 2;,, x�.�� r-�L F) �1 ti-r Tim 4 o 0 o /x'4 c 17 •(°o i i ,w 5 .., ,,c, / � Il � `I1 rutib ' ;ft /,� n �/ y -7 lie x / r T-s SAL: p r I ` " ei7 ; if- CO CDtorntht► cl.-jeraId AA-6` /23/- S ?`' A-trt o/-e_e1kc/ �C,7 COAurital>tycc cry r8 2U . C. x2,,,, 7 Ev-t (9,L,J,, -, {� A / jp.Le_jasy 3;e7Y [.J, cam.Rte_ 7 ,A,�e� l )and Qmr.� t�(.) J d c t ,� , ?��/�i (c� 1.. /f i�a�'.? C- (i4Y,li.Y/tW aC4iG:. />->LL, �i t ki.v0tk 3yo(, LO,C,/t, ( C (' J0-.1)lf ± C0k'4i1ii t. 4 42 G Q t C 7. y 7 q l v 7 �}.9- 4 _',.,,mot . 1 , 1 � 5 �� f, , 1 c., l;/.>.,.4.,„_ J?CA&.t7 1' sc ' F;tcrf,4f /ocs0A:t (1 &;-o<c r.�c-.n,J-i7.(-71 ' 2r0'tcr ‘70/17 'Yi. '7;/. i.. 091.(365 The David J. Joseph Company Amended USR E91 The Department of Planning Services' staff recommends the following conditions of approval and development standards. 1. The attached Development Standards for the Special Review permit be adopted and placed en the Special Review plat prior to recording the plat. The plat shall be delivered to the _Department of Planning Services and be ready for recording in the Weld County Clerk and Recorder' s office within 45 days of approval by the Board of County Commissioners. 2. -Building or electrical permits shall not be issued en the property until the Special Review plat is ready to ±e recorded in the office of the Weld County Clerk and Recorder. 4 �t- 3. The landscaping and screening plan e 1 he State -Highway department junkyard permit shall be installed and completed within `yid aer s of approval by the Board of Count too County mmissioners. The screening plan along the east side of the property adjacent to I-25 shall be approved by the State Highway Department. The landscaping and screening plan along Weld County -Road 8 and the west property line shall consist of b0 Toot intervals in an alternating pattern of: 1) at foot solid wood fence on a 3 foot berm; and 2) Russian olive trees one (';°%T- 741 5 foot berm. The Russian olive trees shall be a minimum of 4 feet t-7 s , bareweroe.. Qf f/ , 7-,,,,,c a1 //pa 4),,,1 /4„)/74 Q in6xi /914,{"t 5.412-*,/.4-, 3,+' V IS,1,%_,_rtrej 4. -The plat shall be amended prior to recording to show the following: "Appr _ e- an may create vested prupeity right pursuant- 'to Art c -e o 24 C.R.B. , as amended•--" - All storage areas and maximum heights allowed within those areas. The heights allowed for storage -area shall mot exceed the effective height of the landscaping and screening. -ae stet, materials shall,exceed 20 feet in height. al) - The screening -plan approved by the Department of Planning Services, -shall be shown on the special review plat prior to recording. 5. Within 30 days of approval, evidence shall be submitted to the Weld County Health Department that the existing septic system has been reviewed and evaluated by a registered professional engineer and certified that it is adequate to handle the effluent load. 6. Within LA days of approval, the applicant shall apply for -a State Highway Department Junkyard Permit. 881065 SITE SPECIFIC DEVELOPMENT PLAN - SPECIAL REVIEW PERMIT DEVELOPMENT _STANDARDS The David J. Joseph Company Amended ITSR2691 1. -The Special Review permit is for a Site Specific Development Plan and a Special. Review -permit for rail and track sorting and processing plant as submitted in the application materials on file in the Department of Planning Services and subject to the Development Standards stated hereon. Approval of this plan may create a vested property -right pursuant to Article 68 of Title 24 C.R.S. , as amended. 3. No permanent disposal of wastes shall be permitted at this site. 4. The approved landscaping and screening plan and requirements of she State Highway Department Junkyard permit shall be maintained at all times. Maintenance shall include the regular irrigation, weeding, fertilization, mowing, trash cleanup, and pruning of all landscaping, the treatment or repair of all diseased, insect ridden, broken or vandalized landscaping and fencing, and the replacement of dead or irreparable landscaping in substantially similar kind. 5. All liquid and solid -waste-s, shall to stored and removed for final disposal in a manner that protects against surface and groundwater contamination. tb. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, blowing debris, and other potential nuisance conditions. �. Fugitive dust must be confined on this site. Maximum permissible noise level shall not -exceed the industrial limit of 80 db(A) , as measured according to 25-12-102, Colorado Revised Statues. 01. All Construction on the property shall be in accordance with the requirements of the Weld County Building Code Ordinance. lh The property owner or operator shall be responsible for complying with the Design Standards of Section 1-4.5 of the Weld County Zoning Ordinance. it 'The property -owner or operator shall be responsible far complying with the Operation Standards of Section 24.6 of the Weld County Zoning Ordinance. 881065 The David J. Joseph Company Amended USR-691 Page 2 1 Personnel from the Weld County Health Department and Weld County Department of Planning Services shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property -comply with the Development Standards stated hereon and all applicable Weld County Regulations. 16 The Special Review area _shall be limited to the plans shown hereon and governed by the foregoing Standards and all applicable Weld County Regulations. Major changes from the plans or Development -Standards as shown or stated shall require the approval of an amendment of the Permit by the Weld County Planning Commission and the Board of County Commissioners before such changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of Planning Services. 15. The property owner or operator shall be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may be season for revocation of the Permit by the Board of County Commissioners. 881065 II: EXHIBIT 45.4- . bf- \-- ` DAVID L.ADAMS ASSOCIATES.INC. A Consultants in-Acoustics and Performing Arts Technologies A September 26, 198$ {ti __311r Mr. Edgar F. Johnson The David J. Joseph Company NOV 4 1988 J U 300 Pike Street Cincinnati, Ohio 45202-4214 geld tu. P1.004RE: DJJ Railroad Scrap Yard (DLAA Project No. 3645) Dear Ed: We have completed-our noise survey and acoustical analysis of the David J. Joseph Company metal scrap yard in Erie, Colorado. The following summarizes the measurement results,-evaluation and recommendations. Information on products described herein is enclosed. Survey-Procedure The sound levels taken at thesite were conducted using a sound level meter and strip chart. Measurements were taken as close to the sound source as dictated-by safety requirements. Specific noise sources or activities surveyed were the following: 1. Unloading raw scrap from the trucks or train car. 2. Loading the hopper. 3. Conveyor drop of scrap at end of the sorting boxcars. • 4. Unloading rails. These measurements were taken-on September-8, 1988 between 10:00 a.m. and 10:45 a.m.. Measurements were also taken near the homes located nearly-one-half mile to the west and northwest. These measurements were taken on September 8, 1988 between 11:00 a.m. and 11:20 a.m.and again on September 15 between 7:45 a.m. and24:30 a.m. The source of noise monitored from the scrap yard operation were noted. Survey Results The A-weighted sound level-measurements are shown in Graph 1. Typically noises were impulsive in nature caused by metal-to-metal impact. The typical background noise levels, such as engine noise is indicated for each measurement location. Also included in the-graph is the average impulse-noise level and overall maximum noise level produced at theindividual locations. Since the measurements were all taken at various-distances from the sources, the approximate distance in feet is indicated on the graphs. 1701 BOULDER STREET DENVER. COLORADO 80211 881-065 303/455-I900 cJC71"1SD J Mr.-Edgar F.Johnson r September 26, 1988 Page 2 The background sound level monitored-near the homes in question was in the range of 48 dBA. The background noise wasprimarily the-result of noise from traffic on Interstate 25 which was visible fmmihese locations. The only noise from the David J. Joseph (DJJ) operation-that exceeded the background noiseihat was-produced when loading a nearly-empty hopper. The impulse noise from this operation averaged around 56 dBA and an overall maximum noise level from the hopper was 60xIBA. It is our understanding that Weld County has no specific-noise ordinance, however when a complaintisfiled, the County refers to the state statutes. A copy of the state-noise ordinance isenclosed. The document states the following maximumpemussible noise levels: 7:00a.m. to 7:00 p.m. to Zone next 7:00 p.m. next 7:002.m. Residential 55 tB(A) 50 dB(A) Commercial 60 dB(A) 55 dB(A) Light industrial 70 dB(A) 65 dB(A) Industrial 80 dB(A) 75 dB(A) It is our interpretation that the agricultural property wouldbe-considered to be residential under the state statutes. Based on the noise levels measured, the overall maximum hopper-noise level exceeds the daytime statute limit of 5s1B. The ordinance also limits periodic, impulsive or shrill noises to five dB(A) less than Those levels listed above. This means-that the impulse noises from the hopper exceed the statute limits by 648. It should be noted that sound levels are dependent on weather conditions such-as wind speedand direction. In addition, the background noise at the-homes-also contributes to • the audibiltyof the noise produced from the DJJ operations. For instance, during the day other-noise sourcessuchas kitchen appliances, local traffic and-speech will mask the noise. Conversely,at night and early morning most of these local-noise sources are absent, thus lowering the background noise level. Recommendations i Since the only noiseisource found to be in excess of the noise ordinance that was caused by loading the hopper, these recommendations address the mitigation of the hopper noise. The noise produced in loading the hopper is caused by the impactof thescrap-metal against the walls of the-hopper. Some-of the noise "breaks out" through the walls and the rest radiates out the top. 881Oss Mr. Edgar-F. Johnson September 26, 1988 Page 3 In order to address both noise sources,-a barrier could be constructedas close to-he hopper aspossible. A bather at adistance of 10 feet fromshe hopper should extend at least 3Ieet higher than the hopper. The barrier construction should provide absorption on the side facing the hopper andshould be dense enough to significantly-reduce the sound transmitted through it. Sketch 1 presents a bather construction utilizingsheet metal and plastic-wrappedfiberglass. The barriersincludea perforated sheet metalor a wire cloth facing-on the absorptive side of the panel. The perforated sheet metal should meet the requirements in the following table: Preforatedhheet MetafTable of Acceptable Types • Perforation On-center Holes Per Percent Diameter Hole Spacing Square Inch Open Gauge 1/16" 3132" 132 41% 22,20 5/64" 7/64" 97 46% 20 .117" 3/32" 47 45% 21 5/32" 3/16" 33 63% 1-6,18,20 These panels are also available prefabricated, suchas "Moduline" system as Manufactured by Industrial Acoustics Company (IAC) or "Sound Screen" as manufactured by United McGill. The panels are 4-inches thick and consist ofasandwich construction ofa 16 toll;-gauge weather resistant.auter shell, one or two-mil thick mylar or_polyethelene wrapped fiberglass insulation, and-a 22 gauge perforated sheet-metal inner liner. The_perforations should face the hopper. Another option in treating a_portion of the noise is to provide aframeworkaround the hopper on-which to attach a loaded vinyl material with interior absorptionsuch as fabricated by Peabody Noise Control. The loaded vinyl should-cover the north and west sides of the topper as shown in Sketch 2. Theabsorptive surface should face the hopper. Attachments should be madeas recommendedty the manufacturer. All seamsand joints of the loaded vinyl should be continuously sealed to prevent sound leaks. This alternative approachionly addresses the sound radiating through thesides of the hopper and does notattenuate any-of the sound-from the top 9f the hopper. Because of this, it is-not possible to-predict the improvement of this second option. Another noise source which is distinctly audible at the north property line is thescrap 881065 Mr. Edgar F. Johnson September 26, 1988 Page 4 drop at the end of the conveyor. A combination of a barrier and loaded vinyl goods can beiitilized to reduce the noise here as well. SeeSketch4 for details. If you have any questions, or if we can be of further service, pleaserall. Sincerely, Michael Barnhardt Encl. CC: Larry Emch it I 881065 �- Ji117k- Ail- �LL KitUJ >1 i•s.,'- ry ...o- I , ti>y ise Abatement 25-1 )2 t e Aa se 345 authority of the federal government to perform remedial action terminates {tg .c under the.provisions_of section 112(a) of-1ublic Law 95-604. . ter'^? rt • Source:I . 79, p. 1070,-4 1. ` ^ ti Am. Jur.2d.See-61A Am.Jur.2d,Pollution !i - ��.rzz;Y�`' a• Control,§275. 1 —g. '` ARTICLE 12 ""F f-t Noise Abatement • if p `r s s �rL.,`tz a�f r r I ;;3�..1C «a.A :Y 25.12.101. Legislative declaration. 25.12.105. Violationiof injunction— n- +I; 5141•,'': -r- _ 25.12-102. Definitions. ally. • I 4 ICI � iF' sr ,'t_ 25.12.103. Maximum permissible noise 15.12.106. Noise restrictions — sale of j if f .;11114:;,.,.• x.. 1-- levels. new vehicles. . .. . 25-12-104. Action toabate. 25-12-107. Powers of local authorities. • t ' i 114 k,.r .2i' =.+"""4. 25-12-108. Preemption. �9. I ti r• Fr1 tt"''s° ,,;aer ;„' 2542-101. �e;islative declaration.The general assembly finds and declares j r- -t L.> that noise is a major source of environmental pollution which-represents a , ,I q+ b „ rrr--� •_. threat to the serenity and -quality of life in the state of Colorado. Excess 0311 a}]}}}} itt t noise often has an adverse physiological and psychological-effect on human i ij h 1 ;1 , z beings. thus contrbuting to anecan-omic loss to the community. Accordingly, l,-1, Mc cn ,. it is the policy of the general assembly to establish statewide standards for of II ;:l'-.2 ,°w'a•?t-'- '-- - . noise level limits for various time periods and areas. Noise in excess of the 1j g{ U"€ `s" .. limits provided in this article constitu[esa�ublic nuisance. I` rp111 ?$I H Source: L. 71, p. 647, 4 1: C.R.S. 1963,1 66.35-1 i"� ' "• ' ;`"+-- ' j7 .., ,, at Applied in City of Lakewood v. De-Roos, i i i1- :::::‘.....H"" �` S hi y Colo.App. 631 P.2d 114O(19gi). . I t`t� ,r"' Srl.41 Y ; 25-12-102. Definitions. As used in this article, unless the context otherwise tr ty` ;i '' = requires: •,C` C"i' F,s ltw+ __ (l) "C-ommercial zone" means: t t L _ r t' i_=...:.- (a) An area where offices, clinics, and the facilities needed to serve them •:-'4,•:,:iriri;?iisi. r. are located; ii f i, 4 r (b) Anarea with local shopping and service establishments located within r• ° walkingdistances of the residents served; ^" 7 ' (c) A tourist-oriented-area where hotels, motels, and gasoline-stations 1 are i,Ii1r till 4 4-:7C.•!-..:;Z• located: 1 lttntj s•"a •" (d) A large integratedi'egional shopping center: ' i!!t Sys ` , (e) A business strip along a main street containing offices, retail rl r it a r ,ark:- .�xa.. ▪ r-, � le - - + businesses central commercial enterprises: 1, rti •I' ; ,• ,tq-C ; (f) A central business district:ter ti a i' v t6 f'31 ( r. (g) Arommercially dominated area with multiple unit dwellings. i + C (2) "db(A)"-means sound Levels in decibels measured on the "A"-scale PIP s' r r��x^`: of a standard sound level meter having characteristics defined by the Ameli- , li,•f t F , can National Standards Institute, Publication SI. 4 - 1971, and approved by " that 4t irc.--i,:r .- <rI ea-- r the industrial commission of Colorado. l� HMO" h -sue " �GicnT µ�.c''4�'- _ L t - tom.+3" ..k �1r..2.., ' mast"yy,...` "r jl y&•r.' i—. -- e ,',..:,.."14...-.....„,................,� w ? - .hiis� sr .•rr .vmPr` ` e.j J,retr++ vw i2... s Y 'L�, ,-. , t+�4-.-e • -. -=LI"W • "i5-?-"w ,.0kians` v- tin; •r AL-nin .r -...•�. =“a - 4.4..11. • . 'yCaF.:k' J yrH> _ a' j.A'L- ,,L yr �rJw., l.Mr t—a2. -�. ,� Dv.1 .M �f:Fs-e.it, • j 4r '4,L - s5w.. s *.e-- __—...R4 ti • .t k�}r 7_ '� ��Is�Jie .-T3�•.,r •'c..r -1 ,w ,-'.. "�e4WA ,6.. ^ 1L�'' .--t.X-t:'..X :t 4rn4 .ra �n'� .'�""'�rl,•'C.'4-'I C +6+5 -�Y' 43.• rtr T....1t'� t ' .:.-.-;::;441.1:a.541144ir 1^' .,, .s ,� . . •''fie -yiAKi5l'[a�.^S ["y1F"t' -i--r .� y' ♦ �3 M+•�.? s,eF'r• 44 9. -tr Tirftt. a...'.,5 ,`..' - 4 _�tt' 'Its�.h'. �S4s^. �-` '4 .`ij'P. `- ' Y * r �_ . , fr _'..•tip .lA✓y.-.i i'1, a.`': .r, i11,71:7-2.44.., to...rnh'sw"?`Y' rr• 4 ;"" ; ' C a 25-12-103 Health 346 347 (3) "Decibel" is a unit used to express the magnitude of a_change in 4..; (4) This art sound level. The difference in decibels between two sound pressure levels to otheractivit is twenty times the common. logarithm of their ratio. In sound pressure mea- trot. Constru �surements sound levels are 4efined as twenty times the common logarithm - (� of the ratio of that sound pressure level to a reference level of 2-t 10--5 N/tn2 :, noise levels sp (Newtons/meter squared). As an example of the e struction is to ffect of the formula, a issued by prop three-decibel change is a one hundred percent increase or decrease in the P p of sound level, and a ten-decibel change isa one thousand-percent increase or able period decrease in the sound level. the purposesAll rail (4) "Industrial zone" meansanarea in which noise restrictions en indus- try are necessary to protect the value of adjacent propertiesfor otheraco- the maximum nomic activity butshall not include-agricultural operations. (7) This at (5) "Light industrial andsommercial zone" means: conducting sp (a) An area_containing clean and quiet research laboratories; r;r such exceptic (b) An area containing light industrial-activities which are_clean and-quiet; 13 which such u , (c) An area containing warehousing; or i governmental (d) An area in which other activities are conducted where the general 'tit (8) For thl environment is free from-concentrated industrial activity. shall be made (6) "Residential zone" means an area -of -single-family or-multifamily -Ill P ment is not-n dwellings where businesses may or-may not be conducted in such dwellings. ,;, (Q) In all The zone includes areas where-nultiple-unit-dwellings, highiise apartment -" effect of the districts, and-redevelopment districts are located. A residential zone may environment include areas containing accommodations for transients such as motels and surement. hotels and residential areas with limited office development, but it may not i" (10) This include-etai] shopping facilities. 'Residential zone" includes hospitals, nun- of-manufactt .t section (10) ing homes, and similar institutional facilities. _ politicalsubd Source: L. 71, p. 647,§ 1; C.R.S. 1963. § 66-35-_2;-L. 73, p. 1406, § 47. - Y, Source: 1 2512-103. Maximumpermissiblenoise levels. (1) Every activity to which -1711 this article is applicable shall be conducted in a manner so that any-noise '^"' Am. J,, d. P co Control. - .67. r produced is not objectionable due to intermittence, beat frequency, or344 unsioetwai a shrillness. Sound levels of noise radiating froma property line at a distance , precluded whoa of twenty-five feet or more therefrom in excess of thebb(A) established for 3 _exceeds limit: the following time periods and zones shall constitute prima facie evidence that such noise is a publicnuisance: 21.12 104. t sane-exist:: 7:OOa.m. to 7:00 p.m. to -r:s maintain an Zone next 7:00 p.-n. next 7:00antt. which the s Residential 55 db(A) 50 db(A) Ten to perpetual Commercial 60 db(A) 55 db(A) owner, less. Light industrial 70sib(A) 65 db(A) sance exist: Industrial 80 db(A) 75 db(A) il4 same. Whe r. be conduct. (2) In the hours between 7:00 a.m.and the next 7:00 p.-m., the noise levels ^_e stay the el conduct. permitted in subsection (1) of this section may be increased by ten db(A) reasonably for a period of not to exceed fifteen minutes in any one hour period. :;� provisions t (3) Periodic, impulsive, or-shrill noises shall be considered apublic nui- , .i -sance when such noises are at a sound level of five db(A) less than those 'at listed in subsection(1)of this section. . i Soup 881665 .- - .f' - - Jp„ 4 , ) F �_y.. .'•'�7,°�n"- °fie It ' ' '�"ystFSt� -t>r. Nt�441:i . ✓.r rte. ,ft. 3• �.�t `M3"-s.� a •. V: '1111 . Pc ...4 aSr-Wniwr J.V.+w;- -aT.'re en.-4, 'D+ s us, ??--yy 5 t rY git' . ia—c- .-"--"Pc ^�,a fn IRSE'llil"• t '} l Q""". ,,tr 13`SP'J.^t,^ 'Rtii7 '�-fir }H "'.r�`+.z-. x..`i.,?r „ r `.i..' ` i ri ''n''‘4.:,,--y...4-7. c'e w.rx ..,. :::::,,-.7",,..��,nv r . .a. I • Y rsiai^.h w _ �+YA' `+ Yt `n•r6 .L.s 1 , 1011 c.' * nesi�r' ,. .1r S .4.. , w sy'± rlt 3 .�'�; �" - .-W-- b"; n f -.W ,, Pf' ' 1 3•'w 7 +sY++ t�rr aR .. , , `k - t,urK, Lt JJro- ICT,"' .t, La'r N. 7Y w yn z-At J, . \'• "ark_. '^t 0,•f� ice. 31f: T t- .n ' :r c '. �Y^'r' rt74 +' art 1 �Y'r n:iY� � "1'9E-4 r �..r.,, ^r' �i:.Nt :� ' t ^ A �. i yO- s�-.art, .S.• M' J.. .y +• *i •� 7. .. u r ....hw.�"r� .. fw�'y�� ,� P hG ,7r�.t r�la"i r �+ ton. *� „�-�- tr �vr`.�r tk 7r ,lY�i"w�.-tit .-r. ;≥ ff...1'.�rr,�FM,r �. i,'Y� -c ti -'f i n, '+'aLa-'!:' "- S..-.V � '•vc *" +- 1.- i. .t �� .;....04%.,.w•' pr. .�. r .:f yy,rsr' Y •s' fTI l ..+f. ..e.1 Ya a ►ri..,a �/ :.M'wW _S_. -a: '-•v' n: -'nr:y ) !� �:�, 'tM ,�JwY,- f' - ' S tv..,• + 347 Noise Abatement 25.12.104 4i ..,..t,..„ • (4) This article is not intended to apply to the operation of aircraft-or ' to other activities- which are subject to federal law w 1ith-respect to noise con- 1i , trot. •. (5) Construction projects shall be subject to the maximum permissible ,:��_ noise levels specified-for industrial zones-for the period within which ton- struction is to be completed pursuant to-any applicable construction permit issued by proper authority or, if-no time limitation is imposed, for a reason- _ able period of time for completion of project. - (6) All railroad rights-of-way shall be considered as industrial zones for the-purposes of this article, and the -operation -of trains shall to subject to xzsw the maximum permissible noise levels specified-forsuch zone. „a q; �" (7) This article is not applicable to the use of�roperty-for purposes of 2 3 . r$17.1 . conducting speed Dr endurance events invAlving-no[or orother vehicles,but v an-4X` ,.. , I such Exception is effective _only during the specific period of time within t .1 74'11 r which such use _of the-property isauthorized by the political subdivision_or �,i �-4 governmental agency having lawful jurisdiction to authorize such use. • (8) For the purposes of this article, measurements with sound level meters it �. „.., shall be made when the wind velocityat the time-and place of-such measure- �i §it � i°i. • ment is not more than five miles per hour. �(9) In all sound level measurements, -consideration shall-be given to the ; effect of the -ambient-noise level-created by the Encompassing noise of the t1 9 ';`. :. environment from-all sources at the time and place-Of such-sound level mea- 1-II " surement. i rHIittl E (10) This article is not applicable to the use of property for the purpose h ,,11 .c: ; ;: of manufacturing, maintaining, _or grooming machine-made snow. This sub- i! 11!13 ( 1513-4—: section (10) shall not he construed to preempt or limit the authority of any I�j)•y;+ nit political subdivision having jurisdiction to regulate noiseabatement. I. )li ll tir:It,; • I -; Source:L. 71, p. 648, § 1; CR.-S. 1963,-§-66-33-3; L. 82, p.-424, § I. ' r rel.:- t'r" 7676 Ifl � � al3d' :=i ri-�- Am Jur.:A. See 61A Am.Jur.24. Pollution App.232 v. City of Wheat Ridge. 43 Colo. r pv-,i)a- Control.§267. App.232,604 P:..d 691(1979). .. i ,� : Residential development-of property is not Applied in City of ewe v. Roos, i . f/7.1.1 .. • precluded when noise emanating onto property _Colo.App._. ;1 •ezceeds limits set forth in this section. or Et ': 25-71.104. Action to abate. Whenever there is reason to believe thata nui- tt{ .. �i}'- sance exists, as defined in section 25-12-103, any resident of the state may rat ''P is^-` maintain an action in equity in the district court of the judicial district iv it • r aS:•--::.. which the alleged nuisance exists to abate and prevent such-nuisance and . to perpetually enjoin the person conducting or maintaining the same and the all-z?-2.----'21:5.77., owner, -which such nui- -1 . r- owner, lessee, or agent of the building or place in or upon �fir,,,__ sance exists from directly or indirectly maintaining or permitting such nut- „1 , r—7.%.. sance. When proceedings by injunction are instituted, such proceedings shall 1T _- ! 1._, �.:. be -conducted under the Colorado rules of_civil procedure. The court may n-._ . stay the effect of any order issued under this section for such time as is e_ ,-h reasonably necessary for the defendant to tome into compliance with the •provisions of this article. III -r. i- tt Source:l.. 71, p._649, § 1;C.R.S. 1963, § 66-15-4. •. . 8,B1.065m ::rL I I Ir315-t. .= r : - ' .:.. A n.r.%,% ,.resi-. .ttiu LL. .... �.i.'ate .i. trf 2 y, -� . r1.. :.:: fs.`r- r Y �.r[ri �.��t:xVr r r irSt.. -""'r •} y.A;J d <t c :4 41y♦ �i4.�J+r.9's'�' 2a:l C.s-a4 ih riT• �at ,Lt J,?"s�1'iv,�.n � i-,4: g^+3'..: -+,' ah rY+,s'14A'�Y �., ir.t?' kce.'kvil�=s�, .. e'afv -.4tu � 1.. �, .golsY' -- _ P.� siaa.�W,.. ' - -f - a'S.i i1<�1^L,.Ji17:a -•2.,'r .. - 1rs c. .sit w s w'''' • r r S �, '� . ,•v•.ry .rte., ..-:17 Jln _;;;;Ka:...,:.,-,:,. ' i ..y Y 4itt:e /`l r �ti�� YY��,•k, J ST lT. ` �-; ^, i�•. '� J ; ' lK• jam } r -, + h a'j .-..v.�. lei i••• -' �r•° ,.r,1'3r 1' rj S.t :.,�. era •,y r,s. ,"': Y r ,S- 'P ':GVu c.'. T3-iY'- srtrs� r 144-47:-...'S.",/..r "';" '1 L y; , + +'�.,Lr�b`+t,-s ra{r, ' Te .,...r , .✓ -.1:7$7.74C-'7.91(114;::—. ��.+ - '+�,aT .,r ,a ••Ar , y''R r • j''•5.. V 5.C S- �e r.,1. a .Y:t„ ./ L..,yfrt If . u.e t . rte :}: }' ..•,i'"Yit;-rlm.::e:`,. n rt "'�T.r .. a�.._ v- s .. • 25-12-105 Health 348 !} 349 •Cross reference. As to injunctions, see Rule Construction and operation of a public high. 44 thereof, shf 65,C.R.C.P. wayare not-activities which can be abated as a than three h Am. Jur.2d. See-61A Am.Jur.2d,Pollution public nuisance.City otlakewood v.DeRoos, _ontrol,4-5 271,272. Colo.App._,631 P.2d 1140(1%1). �-' C.J.S.See 66_C.J.S.,Nuisances,§ 102-104. Applied in-Einarsen v.City of Wheat-Ridge, ''. ; Source: 43_Colo.App.232,604 13.24 691(1979). • Am.Jur.2d. . 25-12405. Violation of injunction - penalty. My violation or-disobedience Coniroi,4 § 2 of any injunction or order expressly provided for by section 25-12-104 shall K be punished as a contempt of court byaline of not less thannne hundred : •: 25.12-107 • dollars nor more than two thousand_dollars._Each day in which an individual adopt resol , • is in violation of the injunction established by the_court shall constitute a within the- • , separate offense. The court shall givexonsideration in any such case to the ,•`. sound levee practical difficulties involved with respect to effecting_compliance with the level meter • requirements of any order issued by themourt. dards Instil :::.:- feet from tl .trSource:L. 71, p. 650, § 1; CR.S. 1963, § 66.35-5. !” "+ designed f< "tt section. Am. Jur.2d.See 61A Am. Jur.2d, Pollution C.J.S.See 66L.J.S.,Nuisances,5 135. `. Control.4 4271.272. 25.12.106. Noise restrictions - sale of new-vehicles. (1) Except for such • vehicles as-are designed exclusively for racing purposes, no-person shall sell :4N ' or offer forsale a new motor vehicle or any self-propelled vehicle-designed y for off-highway use and for which registration as a motor vehicle is not required which produces a maximum noise Exceeding the following noise 'b (a) Any r limit, at a distance of fifty feet from the center of the lane of travel or fifty manufactt feet or more from a vehicle designed-or off-highway use, under test proce- weight ra duresestablished-by the department of revenue: or (a) Any motorcycle, including a motor-driven cycle, manufactured on or pounds vehicle after July I, 1971, and before January 1, 1973 88 db(A); of e. ar : vehicle, (b) Any motorcycle, including a motor-driven cycle, manufactured on or than a :non after January 1, 1973 86 db(A); w (I) Bel( (c) Any motor vehicle with a-gross vehicle-weight rating of six thousand ---.-r pounds or more manufactured on or after July 1. 1971, and before January '^. 1972 On I, 1973 884b(A)• • ^_71.1.4 j' (d) Any motor vehicle with agross vehicle weight-rating of six thousand _• .1 (b) Am self-propel pounds or moremanufactured on or after January 1, 1973 86_db(A); primarily c (e) Any other motor vehicle-manufactured_on or after January 1, 1968, - - ' and before January I. 1973 86 db(A); 7171 1 use and fo • motor veh (f) Any other motor vehicle manufacturedafter January 1,1973.,84_db(A); any combi (g) Any self-propelled vehicle-designed for-off--highway useand forwhich -'-y by such registration as-a motor vehicle is not required, as follows: — propelled 1, (I) Manufacturedan er after January 1,1971, andbeforeianuary I, 1973 .86 db(A); { (2) The (II) Manufactured on or afterJanuary 1, 1973 84 db(A). " procedures (2) Test procedures for compliance with this section shall be established (3) Thi, by the department, taking into iconsideration the test procedures of the -of vehicles society of automotiveengineers. ( (4) For (3) Any person selling Dr offering for sale a motor vehicle or other vehicle = is not eq in violation of this section is guilty of-a misdemeanor and, upon conviction :_-; manufactu 88-065 =Sr.r J.: a A rm._ -rt"7Y iq.-• rww .c-±irrt .- i` 'Y .....x.t'Na - � A y-t Y"'l :� tr W ' 79 x it ,M,sv'•. '."err ! q•-. c.i -•'r Z - - : `rr• ,C C' hru t -x f s Y7t'v 'r...--' : n s'? 'iL tAP.' �s s�+ rir Y .2a=u. - • "r. + R as r..rr'-AS_n ^- s-...r• S J -tirc:'•�1..-.gf'3 a Lau ....afro Tj.i' u � SM' - - rN i. 1. �3['1�^t,'�, '.y v •r•..Jr,•1 sr r, rte •_ r: V+"'t. ..J.. '9�..-Vt-_ Z.Zt4 r , • 'q'...^ w. .�� { `ja.T,a... } c t .. w it1 . .J...:, .r.: N. Ware•r.+.' ti a, w`ry Nw+aaY�- '�'a- ,ash ti ' -- . g v.++-ry!+ .•-Y..-'�{, w. . +'-.•_ a+�:,._ a: Pk ub ?-.1..- ;r Ste '"-.X i7.... y .aw.. a�J'- .. I{F,1j'µ arL Iv_ v- r 7 _etZ. a . rc a -A Brett "n •. >1ri^ 'y; hri'y �, j. Y•- : MA Loltr.r.,+ ,rt' .' . {:'S.}gYt <}' ry. Yr « .,, :.t J S .41 K L>."s.e sw s� S a'i}`C ; �.nc 1'-.. 1 fi �' 71-7‘,..7: :. 1 -.terry. �.Y/P `•"ivr+ . ..i' .!.. r.l SW,'r v '4yn=i •4,.. +4,c .- ' -.lee.* _}-..: ., _+'};?1.. ia^'t-._ Si`rL,J".i„ ... r. _:'s rF +x...:s a"y1Y�"yi =�ti,. '+•� `\1i r`+,.._. �t C.,::- _... __.. _. _.. --4444 WLW-Ir-I ,r- L rLFr",TiL_ Cole. b-j f •-'ICIrtL k pIL KII-4444.—\ l - A - /i i 1 V G �� 1 , - I and a. i r�l Am4 K r wbccrFct L I— PE 'MD cg- Mvtse CL.OTbt G�Irll-7LIC-pe.C'IBA'c..-c t lam*Merl PANek. -mis�tos rb r {1F'►z_ I I I I 1 I F J I. 1 Is I I F I \ 4 Ikr'I I I h I II i I _I I — \ \ 1 r ii / 1,5 HIS. PLh.+TG.oIL m4LhR t8 ya. eatrn_ SAIL , G ter-AWA`( E.;EVAiaotil No 4./CALEr :�,: Absorptive Barrier Construction - 4'1 : . 'W, sketch no. David J. Joseph Company A DAVID L ADAMS ASSOCIATES,INC.A 't ""' 1701 Boulder Strom•Dina,Cows.SOTO ',--\**.dit 303.0465.1900 - project no. 3645 -date: 26 Sept'88 drawn by: MBB d— 881065 I �, '4\ - N 1fo S. APEVc 41 exivro EX_AS lee AI P6 IS PatiealDt. II C4ittUE12 II II 11 ll- JO LSE*. P%GiMtzE 2 Foil. t uef..e- c-i-lor.1) Pige ict-l6F EXPoSfritE _ 414 VIEW /sit= I'-o l' 0 5 to lir illetalliej v.O11 -----+` a- - e'''orsu . 1 i , 1-- r I � '/ et-14-+--10:01_4`--I� arfNGr )cis Jr-is-rani ___ I ,n::' Barrier Location I 41 D a' '� sketch no. Qw1zJ . J. Joseph Company •/�) ,� DAVID L ADAMS ASSOCIATES,INC.A scale: /6* 1'-0- -E G I 1701 Boutlu 611-1 DAnvM,Calorwo S0211 SO.TI4SS1S00 project no. 3645 date: 26 Sept'88 drawn by: MBB 881065 1 ..- ----- New rriamiNGr / F Tv A'1PAc+1 LGyA17fsC:, Y INN L •/ / „ '44 , • /w\ \ \ ; / Iy # Lasice0 VINYL ' , / , // / / / / `/, t •`I`I` / .`.• \/�`� .\/ / `/`/ �f / i/`'ii` `i/ `/•/ / / /il/ / / / / / \•' \ . \ \ \ \ . . \ . • / / , / , / , / / r r \/ / 000001 00 / 0000/ / / / / / // / I /':0:0 0/::`/:`: : / \ \ \ \ \ \ \ \ \ \ \ \ \ \N'I‘10NtIN ‘ 112#0% (/ / 1‘'‘10‘1/0 / / / 0‘1 ',:,,,•,•,•,•., ` I / / I / / /I t/ / / / / / / / / / / . / / , /%,%:::::>:%:%:%;%21,%,%;\ / / / / / , / , / / / / / / / .61%;% ! , ,%,%/i1,% / s / N,%,%.%,•,%/,% / / / , / / •1 / 0001 00100 00 .0 0" ON NON/ 0000000 1 / 000 t / r\ \ \ \ / / / / , / / , / , ,/ / , / , , / / , /\ \ \ \A\ \ \ % \ \ ' /. , / ,1 / , ,/ , / r/ , \ \ \ \ % • % • \ \ \ \ . \ \ \ \ \ \ \ \ \ %% %•%\ \ \ \ \ \ \ \ \ A \ %•%•\•••••••••\•\•\•\ :':4 °‘',.; \ \.0,:r \ \ \ \,\ \ ♦ \ \ \ \ \ \ \ ♦ '\ %••••••\/\'\'\ •./...•, \ \ \ \ \'\ \ \ \`\ \ \ \• •\ \ \ \ \ \ \ \1 \ \ \ \ \ \ / / / , / / / / A 10 0 „ 000010/ / /n. , / / , / /•/ / / /• •/ / , / / /\,`i, ♦ \ \ \ \ ♦ \ \ ♦ \ \ •,• •-•-•,•>•X f / / /• 'N1•-•f•-•I• , , , / , / t \ \ ` ` \ • 1% 44/NON/ O \ \ \ \ \ I • I I I I AMP Option 2: Isometric f:-� sketch no. David J. Joseph Company A DAVID L ADAMS ASSOCIATES,INC.A no scale 3 1701eoUMw SUM•Dwlw.Laabo 10211 3ON.SS•1100 project no. 3645 date: 26 Sept'88 drawn by: MBB 881065 Gr^1ve-fOk. 0 r- 0 a 4aot2TINGr P ea dl-C app �cic9 al I f r f PLAPI • /�I r ,y,..tet_ • 55:04 cwt≤wry I L r 1.i < Jo' 1.1�''._- - - --!.I MIN LOkJ;F, . . . . . . . I. .. ' ' ' ii i ' ' t%4.. -'it....41 .4.r I ri i.i iiiii i' �'�%i'ii'4' • r‘,41.,‘ " / ' / '' ' ". ' J ' " ' i 1 i w'.'''.'':��;' b ' ' '%'%' ' ' ' ' ' ' ' ' ' ' ' r ' ' ' ' ' ' ' ' ' ' fC. " >,-. t r �'A ' "h' " " " " . ' . ' . . . . . . . . . . . . . . . . . . . . . ' ' . . . . ' ' ' . ' ' ' '/1 ' ' I I i t . b NO ri6°.1.e I l Conveyor Drop Barrier Detail Alp,, •I ,,j,�f sketch no. ,--` David J. Joseph Company V Z DAVID L ADAMS ASSOCIATES,INC.A no scale 4 A 1 1701 SOWS,SIA.A1•DAnMm,Colocado 00211 JWNSS1800 project no. 3645 date: 26 Sept'88 drawn by: MBB 881065 LEUENI) Maximum ...omit! Level Fig' ` Averageimpact Sound Level afr Average Backgroundil 3 9> ` 130 It 122 120 �` 116 I 112 3~£i, M 110 108 �' F: 104 102 104 103 h r': 100 s j y#j$� ] 95 �z • 90 6. , �� 85 85 , tenL . 80 — R G < , 75 �, "?...10 ':74 r o 70 r ':, — (. 13 60 • jk, g ` _ 3 50 fa t q — s 40 30 [,,i,[,:[;5[4, ; its x1 £ — ti :tin..e: f4�. —AD 10 a k: 3: 3 y4 x: I Loading It I Conveyor Unloading Unloading Unloading Hmy oppei Drop O:T.M Rails 1 Rails 2 ₹ Distance from Source -50' 30' 33' 50' 35' I 1. Measurements taken from side of pile(perpendicular to rails) 2. Measurements taken in front ofpile(parallel to rails) :a: Sound Level Measurements 1 at David J. Joseph Company graph no. -- 1 -DAVID L ADAMS ASSOCIATES,INC. �^ 1701 BogWM SWIM•0•nwt,COWS 60211 3: JOb45S1Y00 r' project no. 3645 date: 26 Sept'88 drawn by: MBB • 881065 KomEqraimEn4 Noise Control l Curtains i Peabody Noise Control Model KNC , l Description Kinetics Model-KNC ' Noise Control Curtain Enclosures :„ are modular heavy reinforced• , ,., limp mass vinyl panels or vinyl and n; ( : quilted fiberglasscomposites r 1;j+ i '' designed to contain noise or to act ?>�.I I r as a moveable barrier between t' 17i; r noisy and quiet areas, Kinetics .' ;4i Noise Control Curtain Systems �.t • ; ;;+ I incorporate a self-supporting track I ��'°� which allows the curtain to open '� I,r� ;1 for access at virtuallyany point ; S. H. along the-enclosure. ' .. ; • .,.. j• Kinetic curtainsare available from +� 14 to 1!z PBF surface weightand r t 1.,; t; provide an average increase in j- :h;+ " - sound transmission loss of up to i t�,; .- ' ' 29 decibels.The systems are ite,+":`• L typically used for applications '�2+, ,► whereaccessibility.toughness,nil r t'i�' . - 8 chemical resistance,anden j :;: ��`'r • attractive appearance are required. �ye0, 'NI. { Each curtain panel is furnished r III I;1:,°.'ES'na� "I�*5�.�,� t i . with velcro sell-adhering-nylon .. 114 4PiRe .,_a '• closures along the_entire lengthot ...„4,gtk . - each edge.and grommets along I 1 t iiiir s"'rp �` the top. f 1,•%% lierin_ Kinetics Models KNC30C and - :;'+;f• a ` ,"' •+ +w �� 100C Clearview Curtains or ;,•+i��paK"^ windows are available where r I } +S��O�.',�"r» • monitoring of equipment is I• %%%%%%%%Ili' pi.,`4 ,� required. Models KNC-50FB and '„ •+5� 4, I 100RB are light tan reinforced • 4;' ','•,•1.t+ vinyl barriers. Models KNC30R8O ,�` • and 100RBO have an aluminum -- �+ . ,`. faced quilted fiberglass absorber It on one side to help reduce sound W•'r a�.„ f reverberation within the enclosure. �" '� 4, " '!',Yom' • - :x,-• '�� _•e w^- Models KNC-50800 and 100600 ,rr -r " -r' ".•wx- are vinyl barriers completely encased with thextuilted fiberglass • absorber ontoth sides andere designed where-additional moveable-curtains or fixed to the ' Applications Model KNC Curtain absorptoke test Class flame support system by mechanical Systems can be_usedas a partial and smoke tes requirements are fastener fora non-moveable orx:ompleteanclosure around needed. curtain. Standard curtain panels most noise sources.Curtains are j Channel support systems for are 48"or-54"wide in lengths of especially useful for enclosures up to 20'0". Kinetics Model KSD around industrial equipment since curtains are 1%x 1% 12 gauge rolled channel that-can be self- strip doors are easily incorporated the enclosure is more versatile supporting or supported from the into Model-KNC curtain-systems. and-economical than a rigid ceiling.Curtain panels can be enclosure.Typical applications attached to the support system by include enclosures aroundtunch- two-wheel trolly assemblies for Presses..pulverizers,lathes,saws, compressors and_pumps. • 881065 i i I ' u--os 10C-luaew PLAN VIEW THREE SIDED CURTAIN SYSTEM --.......; • -" M.-a• - • Kr{-IaCC Specifications Curtain systems Product Description • shall consist of panels which meet the specifications and physical Model No. properties of the curtain material KNC-SORB 'pe Reinlorced Barrier below. Each panel shall be KNC-100RB I e Reinlorced Barrier furnished with velcro self-adhering KNC-50RBO 'se Reinforced Barrier nylon closures along the entire w/quilling 1 one KNC-I00RBO le Renlorced Berner length of each edge.Support iv/Quilling I side points at the top of each panel shall KNC-50B00 Se Barrier quilling bothsides be reinforced at grommet locations KNC-100B00 1a Barrier quilling both Wes not more than 12"apart. Support KNC-50C t2e Clearwew Bawer systems for curtains shall be 1%"x KNC-100C 10 Cleannew Barrier 1%" 12 gauge formed channel with KNC-100L00 le Lead Barrier associated hardware as designed quilling both sides by Peabody Noise Control. Entire Roof systems — Plywood with loam a system shall be Model KNC as Boboard w/Vanier material manufactured by Peabody Noise Control.dill Product Sound hansmIulon Lou(db) Peabody Noise Control PT�yp LWeight. . 125 250 500 FrequencyWO (M 2� 4000 STC y KNC-SORB .5 II 12 15 20 26 32 20 KNC-IOORB 1 0 15 19 21 28 33 37 27 . I Peabody Noise Control,Inc. KNC-S0RBO .7 9 II 16 26 37 44 22 KNC-I00RBO 1.3 II 16 24 30 35 35 27 i 6300 Irelan Place KNC-508OO 1.0 6 14 20 33 43 47 24 PO.Box 655 KNC-I00800 1.5 12 16 27 40 44 43 29 Dublin,Ohio 43017 Telephone614 889-0480 KNC-100LO0 1.4 12 16 23 33 38 39 27 Telex 246-680 KNC-50C .5 6 .13 X17 22 27 31 20 Fax 614 889.0540 KNC-1000 1,0 14 19 23 28 33 37 26 • Absorption Characteristics Product Frequency(Ma) Type 125 250 500 1000 2000 4000 NRC KNC-50 RBO .12 47 .85 84 64 62 .70 KNC-100 RBO .12 47 .85 .84 64 .62 .10 •._, KNC-50 BOO 12 47 85 .84 64 62 .70 KNC-I00 BOO .12 .47 85 84 64 62 70 KNC-100 LOO 12 .47 85 84 64 62 70 SS-KNC 4188 881065 I N ETICS T 7059 South Curtice Street le[fArl Littleton, Colorado 80120 _ Telephone(303)797-0273 • . -- • -. •- REPRESENTING THESE COMPANIES .. _. . ._ _ FAX*(303)794-6688 IN THE ROCKY MOUNTAIN WEST INDUSTRIAL ACOUSTICS COMPANYL INC. fIACI BRONX , NEW YORK ENGINEERED NOISE CONTROL PRODUCTS EQUIPMENT/PERSONNEL ENCLOSURES PEABODY NOISE CONTROL. INC. (PNC) DUBLIN. OHIO COMMERCIAL VIBRATION ISOLATION INDUSTRIAL NOISE CONTROL. . RERNER INTERNATIONAL CORPORATION NEW CASTLE. PENNSYLVANIA MINIVEIL AIR CURTAINS • CETEC-IVIE ELECTRONICS INC. SALT LAKE CITY, UTAH 1/3 AND SINGLE OCTAVE SPECTRUM ANALYZER, MICROPROCESSOR DAMPA-NORTH AMERICA SCARBOROUGH, ONTARIO-CANADA ACOUSTICAL LINEAR METAL -CEILINGS ' ENVIRONMENTAL PRODUCTS COMPANY CHICAGO. ILLINOIS ACOUSTICAL/ENVIRONMENTAL STRIP DOORS, WELDING SCREENS GILIAN INSTRUMENT CORPORATION WAYNE. NEW JERSEY AIR SAMPLING PUMPS,GILIBRATOR, CALIBRATOR. FILTER CASSETTES GOOD YEAR, INDUSTRIAL PRODUCTS DIVISION AKRON. OHIO PNEUMATIC VIBRATION ISOLATION CRITICAL VIBRATION ISOLATION SYSTEMS LUCAS CEL NGLAND SOUND LEVEL METERS, OCTAVE BAND ANALYZERS, VIBRATION PICK UP METROSONICS INC. ROCHESTER, NEW YORK PERSONAL NOISE DOSIMETERS,ENVIRONMENTAL NOISE MONITORING, CHLORINE MONITOR HEAT STRESS MONITOR SOUND SEAL-DIVISION OF UP AGAWAM. MAINE ----- ACOUSTICAL CURTAINS. ARRr1RAPR4 • KINETICS � FA% /J 303-794-6688 INETICS } FAX".°377.94"6688 Cgs 1,, G ;y Fred W..Norton Thomas F Norton �..; • Engineered products 7059 South Curtice Street Engineered products Iv 7058 SouthCurtlu Street noise control and 8 � Littleton,Colorado 80120 Littleton,Colorado 80120 noise control and vibration isolation vibration isolation (303)797-0273 Environmental Instruments (303)797-0273 Environmental Instruments 881065 ArYLIGH4itsit OiAWU.{L ! - 1 ; lz ‘•••+10 ° ©lif . . for industrial, institutional,Commercial,and ResNNRglal WWII* \ F,., ,` a Rugged Noise Control Structures Using Acoustically Rated and Field Proven }Ridable Components...Readily Assembled, Demounted, Rearranged, and-Reassembled -'`• Il . I ,, t Loss Of Acoustical Or Structural Performance 1 1 E r. Z .I .,. III■ '_ / 0 �ri, 4E� MODULINB -...v,..-...1: �,y ..i r `�i APPLICATIONS r'r h s 7' j4•'+ L� call —�, • Soundproof Partitions / .� aAi (�d11 • Machinery Enclosure 'i :S r„ 0 ® cos • Factory Wien 0:. MO r � • Sound Barriers - II 0 • Outl Rooms .a J ,.� _'�/— •. OuatltyControl Rooms P i '°'{l �ca Ada • Test Environment* 1 kr, • Test E won lopment Room/ - ICIis � • Acoustic/Thermal Plenums' ,� � ` _ • Transformer Stations O or ( I LO • Communication CentersiiIII • Observation/Control Rcoma. • Power-Plant Offices id li //U////�1� • Traffic-Control Centers 1 t �` FEW r ' ,,, ` ' ' jail al mr 10 • Vibration-Test Enclosures ' Ti ., � • Radio,TV,-Recording$ludlps i .. J1 A /4641` F L , 'I • Flral•Ald Stations -- , / _1f, •-Security Stations Sri 9 2z—L4 C • Confsnnw Rooms • Boller Rooms i , i �- • Equipment Penthouses . I,j„ • Language Laboratories E • Cooling Tower Enclosures E4 tact Enclosures © Machinery Enclosuresand • Outdoor Construction Offices ;,; ManusiAutomatsd Sliding Doors Fan Plenums or Equipment S Document Storage Rooms y" 4 0 Open-Top Machinery Enclosures and many others ' Ming Acoustical Barriers 0 Factory-Office Systems SS. Insures Combining C„ O OualllyConlrol or Research-Test Rooms lit: pomai atlonery Wall Components with Acoustical Production Tunnels K is Enclosures with Wail-Mounted IO Portable Pre-Assembled I W-Absorption System for Limited All-Purpose Rooms j+�, il is•Isolation {,JJ ;- IY/etlW June ION � � �, INDUSTRIAL ACOUSTICS COMPANY 1 881065 e . MODUUNE • STANDARD PANELS TYPICAL PANEL CONFIGURATION CROSS SECTIONS OF 4 STANDARD WIDTH I CONSTRUCTIONS OF MODULINE PANELS }fill *.•::: v.:,: ~t �♦�• bti•• NI :::A V ti• 1. NI ° s • •` fillg P* ' I KZ 0_14F a • Regular Hard 244 SPlinsr Septum • All constructions available In Noishield® design. Regular and Hard panels also available in Noise-Locke design. Fill protection available as detailed on MDS 1119. APPLICATION AND CONSTRUCTION DATA j REGULAR -Solid surface is 16 gauge cold rolled steel. Per- ' forated surface is 22 gauge galvanized steel. Design weight: Noishield, 8 lb/sq ft, Noise-Lock I, 9.5 lb/sq ft,Noise-Lock II, 10.5 Ib/sq ft, "U" factor:0.07. USE: Partitions, offices, cubicles, rooms, enclosures, • PANEL THICKNESS—4 INCHES sound barriers and acoustic/thermal plenums. • OPTION-AVAILABLE — 2Y4 INCHES HARD—Both surfaces are solid 16 gauge cold rolled steel. DIMENSIONS—STANDARD PANELS - Design weight: Noishield, 9.5 lb/sq ft; Noise-Lock I, 11.0 W x L lb/sq ft;Noise-Lock II, 12.0 lb/sq ft;"U"factor:0.07. W x l W x L USE: Partitions, special la. purpose rooms, enclosures 16 x 60 sound barriers and thermal plenums; reverberation 36 x 60 48 x 60 rooms (Special Noise-Lock only). Food Industry. 16 x 72 36 x 72 48 x 72 SPATTER —Both surfaces are 22gauge perforated galvanized 16 x 78 36 x 78 48 x 78 steel. Design weight:-6.5 lb/sq ft; "U"factor:11.06. 16 x 84 -36 x 84 48 x 84 USE: Partitions, divider walls, -baffles and silencers. `. 16x96 96 x 96 48 x 96 Wherever two highly sound absorbent surfaces are i. 16 x 120 36 x 120 48 x 120 required. When high transmission loss is also required, 16x144 36x144 48x144.,. use Septum panels. — 36 a 168• 48 x 168' SEPTUM —Both surfaces are 22 gauge perforated galvanized 'These panels are furnished in full widths, do not:leduct for clear- steel, with internal solid septum sheet. Design weight: 9 ante. Intermediate sizes of panels are_available, ranging from 6 in. to lb/sq ft;"U"factor: 0.07• i 144 in. in either dimension. These are used as fillers with standard USE: Same as for Splitter panels and acoustic/thermal i,,=. Panels, and to complete the structure under special conditions. Length can also vary from 144 in. to 168 in.-providing width remains a full plenums. 36 in. -or 48 in. width. Refer to Moduline-Design Guidelines Data See MDS 1030 foringineering Specifications. I Sheet MDS 1040. for further information. Maximum panel size 48 in. ' W x 168 in. L. NOTES SOUND TRANSMISSION LOSS,dB All dimensions are nominal • Acoustic fill is inert, mildew- DCTAVE41ANO resistant, vermin-proof • Materials used are durable, non- CENTER FREQUENCIES,Hz 63 11251250 1500 I1K I2K J 4K I BK I STC combustible • Welded and riveted internally reinforced con- Panel Test• struction • Perforated material has 3/32 in. diameter holes E-90-61T 26 23 30 42 51 59 58 on 3/16 in. staggered centers • Standard finish: One coat Noishield Regular E-90-65 20 21 3 30 42 48 58 58 —6 —0 grey -prime -paint • Galvanized available at extra cost • 18 E90-• 1S 30 28 34 -40 48 56 62 gauge solid, 22 gauge perforated • -Perforated available to i lgauge hot rolled stealfor,ospacially rugged environments. Noise-Lock I 69075 25 27 31 41 51 60 65 -66 44 Noise-Lock II E9061T 33 31 35 42 49 57 62 — — SOUND ABSORPTtON20EFFICIENTS E-90-75 27 30 32 -41 50 59 67 71 45 'OCTAVE BAND Noishield Hard 690.75 22 33 45 52 58 68 15 65 56 CENTER FREQUENCIES,Hz 125 250 500 1K 2K -4K BK NRC Noishield Septum E-90-61T 23 25 34 49 54 34 — 38 Noishield Regular 0.89 1.20 1.16 1.09 1.01 1.03 0.93 11.101 690.75 21 19 23' 35 —50 60 68 72 37 _1.95 •Panels of identical construction (metal Noishield Septum 0.50 0.68 1.03 1.05 1.00 0.99 — 0.95 acoustic fill) have been tested by Industrial Acoustics Companysince Noise-Lock 13 II 0.94 1.19 1.11 1.06 1.03 ,1'O3 1.04 (1.10) �, the early ninteen-f if ties. Shown here are test results as obtained at 0.95 another laboratory and the company's own-Aeroacoustic Laboratory. Noishield_iegular 0.56 0.99 1.09 0.970.95-0.90 — (1.00) IAC's data in-accordance with-ASTM E90-75. w/fill protection a spacer0.95 0 COPYRIGHT1978 INDUSTRIAL ACOUSTICS COMPANY• BRONX, NEW YORK•STAINES,MIDDLESEX, ENGLAND PRINTED IN U.S.A. 881065 I__ Supersedes MDS 1120.0 sODULINE® SUPER NOISE-LOCK PANEL YPICAL PANEL CONFIGURATION j CROSS SECTION OF _ WIDTH SUPER NOISE-LOCK PANEL I. •••••••• 0•iii 1 e•'•�••• 7- i ' • Regular Fill protection available as detailed on MDS 1119. NEL THICKNESS—4 INCHES APPLICATION AND CONSTRUCTION DATA - Regular — Solid surface is 3/16 in. thick hot rolled steel plate. Perforated surface is 22 gauge galvanized steel. Design �_. DIMENSIONS—SUPER NOISE-LOCK PANELS weight 15 lb/sq ft, "U"factor: 0.07. jW x L W a L USE: Noise control systems requiring high low fre- quency transmission loss and/or projectile impact capability, 36 z 60 48 x 60 test cells. 36 x 72 48 x 72 See MDS 1030 for Engineering Specifications. I 36 x 78 48 x 78 36 x 84 48 x 84 i 36x96 48x96 36 x 120 48 x 120 NOTES 36 x 144 48 x 144 All dimensions are nominal • Acoustic fill is inert, mildew- 36 x 168• 48 x 168' resistant, vermin-proof • Materials used are durable,non-com- tats are furnished in full widths, do not deduct for clear- bustible • Welded and riveted internally reinforced construc- tdiate sizes of panels are available, ranging from 6 in- to tion-• Perforated material has 3/32 in.diameter holes on 3/16 fI char dimension. These are used as fillers with standard in, staggered centers • Standard finish: One coat grey prime complete Me structure under special conditions.Leng[h paint • Perforated available to 11 gauge-hot rolled steel for from 144 in. to 168 in. providing width remains a full especially rugged environments. in. width. Refer to Moduline Design Guidelines Data 110. for further information. Maximum panel size 48 in. iSOUND TRANSMISSION COSS,d8 SOUND ABSORPTION COEFFICIENTS I NO OCTAVE BAND EQUENCY,Hz 63 125 250 500 1K 2K 4K 4K STC CENTER FREQUENCY,Hz 125 250 500 1K 2K 4K 8K NRC Test• Super Noise-Lock 0.94 1.19 1.11 1.06 1.03 1.03 1.04 11.10) E-9070 - 31 37 40 55 57 55 - 50 0.95 -ask E90J5 31 34 35 44 54 63 62 68 48 Super Noise-Lock _ (1.00) 1 w/lill protection&spacer 0.56 0.99 1.09 0.97 0.95 0.90 0.95 1 antical construction (metal gauges, reinforcements and 1 have been tested by Industrial Acoustics Company since teen-fifties. Shown here are test results as obtained at story ' the company's own Aeroacoustic Laboratory. Iccorr„..."1 with ASTM E90-75. s i • 1978 INDUSTRIAL ACOUSTICS COMPANY• BRONX, NEW YORK• STAINES,MIDDLESEX, ENGLAND PRINTED IN U.S.A. 881065 F MODULIN ® JOINERS AND CONNECTORS INTERIOR WALL ROOF CHANNEL .•••• H-JOINER AND CORNER REINFORCED H•JOINER C JOINER • THREE-WAY ROOF CHANNEL WIDE FLANGE BEAMS _ ROOF APRON CORNER ROOF CHANNEL \ FLOOR CHANNEL REMOVABLE H-JOINER SIDE WALL ROOF CHANNEL FLOOR CHANNEL IcORNER (2 pieces) ANGLE CONNECTOR �-/ FLOOR PANEL SKIRT ID COPYRIGHT 1918 INDUSTRIAL ACOUSTICS COMPANY• BRONX,NEW YORK•STAINES,MIDDLESEX,ENGLAND PRINTED IN U.S.. 8811)65 • MiODULlNE - .. JOINERS AND CONNECTORS • COMPONENT TYPICAL USES CODE DESIGN NOTES • • 2-3/8"T HMost frequently I used component for 2H• 1.When floor and roof channels are used, wall El-joiner • acoustically and (CRS) length must be 2 in, less than Inside wall height. 4-1/8" 20 GAUGE structurally joining 2.When wall height exceeds 168 In.,Iwo or more hi-joiners1 all types of wall or 2HG -roof panels. (GALV) must be specified so that joiner break occurs at least 12 In. away from horizontal panel joints. 3. Root panel Joiners must be continous for roof span. STANDARD••H•••JOINER Joiners should extend full length of roof panel to transfer load to walls i 4.Structural memberssuch as the W5 x 16 beam are not 2-318"—•-I normally supplied by IAC and should be -purchased Commonly used in bH • locally by user. p lieu of REGULAR (CRS) 6.Refer to Design Guidelines, MDS 1040, for other Impor- } 4-378" 20 GAUGE H-joiner whero tant design Information. • —_ • .greater strength Is 6HG- 6.Consult IAC Technical Representative or factory con- 1 required. (GALV) , corning heavy loads, long-span conditions and panel layout. REINFORCED"tin•JOINER 7. Refento Details 1, MDS 2010, and 13, MDS 2013 for ap- plication Information. 8.When W5 x 16 beams are used, order felt stripping 1n. It : W5 x 16 wide x 7/16 in. thick in lieu of 1 in.x 3/16 In.Also order an 1r extra2linear It of stripping 1 in.x 3/16 In.per each linear Commonly used for OR ft of beam. Refer to Detail 13, MOS 2013 for application 4 TUBE Information. long spans and high B. Refer to Table to determine load carrying capacities of • • r,:� load systems. roof system. Based upon panel joiner spacing of 48 in. and deflection not to exceed 1/300 of span. I 15"WIDE FLANGE 4'x4'xya' See Note / 16 lb.STRUCTURAL Structural No.4 �.. ROOF PANEL JOINER TUBE LOADING TARE FOR JOINERS AND CONNECTORS - .... - Section Moment ROOF SPAN,ft - COMPONENT , Modulus of loathe / I 9 1 10 1 11 ly 12 I 14 I 16 11 20 122 124 28 21 In,' • In.' UNIFORMLY 0151 I8U1'E ExtERNAL LOAD,Wig f • REGULAR H-JOINER 1.6 3.3 55 55 55 42 34 20 9 3 REINFORCED H-JOINER 2.2 4.5 55 55 55 55 54 19 14 6 - I. 4"x 4"x 1/4'•TUBE 6.2 12.4 55 55 55 55 55 46 26 15 — W5 a 16 BEAM 8.5 21.3 55 55 55 55 55 55 55 39 25 16 10 5 2 l REGULAR and C Nr,EN ATFgj(IA —0MITIY TTAGH OTOJ INE Ile REINFORCED H-JOINER 1.6/2.2 13.7/4.5 1130 960 1 790 569 393 128 4"x 4"a 1/4"TUBE 6.2 1f 12.4 2250 I+I 2250 2250 2250 2250 1750 200 800 510 280 190 0 0 • W5 x 16 BEAM 8.5 21.3 2000 2000 1920 1780 1650 1430260 1120 1020 753 476 229 27 NOTES: I. Roof mounted ventilation silencers will reduce allowable loading.Attachment of concentrated load to WF beam made by welding or through- bolting;to H-joiner by through-bolting only. . 2.Structural design calculations by registered Profeuianal engineer available.Contact Factory for information. 3.Table based upon deflection tau than 1/300 of span.Loads are deflection limited. 4.Section Modulus and Moment of Inertia far 4"a 4"at 1/4"structural tuba includes tuba and 2 H.joinere. 2-318" —•.�R16 GAUGE 1. When floor rand roof channel are used, wall H• VI joiner length must be 2 in. less than inside wall • Used in place of ono• 4H • height. piece H-joiner to (CRS) 2. Structural support angle must be provided to sup- 4-178" permit removal of port the roof or other overhead loads when panel is removed. individual wall pan- 4HG • 3. Consult factory regarding removable roof panels. els without discs• (GALV) 4. Fastening holes for No. 12 sheet metal screws to (- 20-GAUGE sembly of structure. be drilled. 5. Refer to Details 10 and 11, MDS 2012. REMOVABLE"H'•-JOINER 6. Code includes both parts of removable H-joiner. Important notes applying to all joiners and connectors are located at the end of this section,on Data Sheet MDS 1313. • 0 COPYRIGHT 1978,last updated March 1983 by Industrial Acoustics Company,Bronx,New York,Staines,Middlesex,England Printed in U.S.A. 881065 MODULINE® JOINERS AND CONNECTORS COMPONENT TYPICAL CODE DESIGN -NOTES USES — 11..•k— 1. Maximum length 144 In. 2K- 2.When floor and roof channels are used, corner Joiner (CRS) length must be 2 In, less than inside wall height. 3. Fastening holes for No.8 sheet metal screws to be field T Used to join wall drilled. panels to form 90 4. Refer to Detail 6, MDS 2011. deg vertical corners. j Ittc^ 2KG - 5.When wall height exceeds 144 In., two or more corner 1-1.-434"--.11— (GALV) joiners must be specified so that joiner break occurs at least 12 in.away from horizontal panel joints. I R CORNER JOINER 1 i • Htx••1+-- � 2A- ' Used for trimmin 1• Maximum length is 144 in. I • Ir and sealing outer (CRS) y, Fastening holes for No.$ sheet metal screws to be roof perimeter. field drilled. 2AG- 3. Refer to Details 12, MDS 2012. and 19, MDS 2014. i (GALV) ROOF APRON l le-- °14"•--..-0.11 2U• 1. Maximum length is 144 in. Most commonly 2. % in.diameter fastening holes are field drilled. i ! to GAUGE 111t"" used component for (CRS) T fastening wall panels 3. Floor fasteners to be furnished by others. FLOOR CHANNEL I to floor. 2UG• 4. Separate corner miter pieces available. (GALV) 5. Refer-to Details 2, MDS 2010 and 9, MDS 2012. 18 GAUGE 4x- Used with APR type 220- 1. 'ti in.diameter fastening holes field drilled. doors with % in. (CRS) 2. Special APR floor channel to be centered under L --►I bottom sill. (/n- 22UG door and butt standard floor channel at ends. I R" SPECIAL APR swinging and out- 3. Order length equal-to APR door clear opening plus I , DOOR FLOOR CHANNEL swinging). (GALV) 2 in. . I..„,_12"�I T 1. 12 in. x 12 in. only as shown. T� RIGHT 4u•• The factory mitered floor channel pieces 2U-12• 2. Mitered floor channels are not welded. 12" are available for use (CRS) 3 in.diameter fastening holes are factory punched. Y wu. at 90 deg corners to 4. Floor channels for corners other than 90 deg must eliminate field cut- 2UG-12• be field cut. t ting. (GALV) 5. Ordering code required for each piece (left or right). 90 DEGREE MITERED FLOOR CHANNEL PIECES 1R- 1. Maximum length is 144 in. (CRS, RT 2. Fastening-holes for No.12 sheet metal screws to I+—ax --I tH— most commonly (CONN. be field drilled. TAWused component for 3. Separate welded corner (90 deg corner roof dtan- '''i's" joining and sealing lAG• nels) are available. Refer to MDS 1312. SIDE WALL f wall and roof panels. IGALVI PP 4, Connecting tabs are field applied. Order separately �00F CHANNEL RT (CONN. per joiner. TAB) 5. Refer to Details 12, MDS 2012 and 20, MDS 2014. Important notes applying to all joiners and connectors are located at the-end of this section,on DataSheet MDS 1313. COPYRIGHT 1980 INDUSTRIAL ACOUSTICS COMPANY • BRONX, NEW YORK• STAINES,MIDDLESEX,ENGLAND PRINTED IN U.S.A. 881765 _ ,I Supersedes MDS 133U MODUL! N ® JOINERS AND CONNECTORS COMPONENT TYPICAL USES CODE DESIGN NOTES • I---t2 -. 2R - j (CRS) • i Used for outside 12'• t„ corners to square panels and reduce 1. 12 in.x 12 in. only as shown. yam• field cutting. 2RG- 2. 90 deg two-way roof channels are factory mitered 1 st`•"•`• (GALV) and welded. 3. Tabs are factory welded to channel and punched for No. 8 sheet metal screws to permit attachment to adjoining roof channels. • 6R • 4. Refer to Details 12, MDS 2012.and 20.-MDS 2014. i • Used for inside car- (CRS) Outsideners to square panels Structure and reduce field .cutting. CRC - v (GALV) 90 DEGREE CORNER ROOF CHANNEL 1. Maximum length is 144 in. 5R- (cRS) 2- Pastening holes for No. 12 sheet metal screws to 41...--4%".-6-1 Commonly used to and RT be field drilled. —....1t I�-4x _ - t•• I. — join and seal a wall ICDNN• 3. Tabs for connecting abutting roof channels are T where roof- panels TAW 3. applied.Order separately per joiner. t pass over it. i eRG- 4. • Roof panel joints must occur over interior wall roof l ^ Li INTERIOR WALL (GALVI channel to prevent flanking paths. ROOF CHANNEL and RT 5. Refer toDetail 17, MDS 2014. (CONN. TAW I 1. 24 in. x 12 in. onlyas shown. ire--I 24 —� 3R 2. Three-way roof channels are factory welded. 4ti•' ; Used where interior 3. Tabs era factory welded to channeland punched for i t2 wall intersects side (CRS) No. 8 sheet metal screws to permit attachment to wall.Squares corners adjoining roof channels. t" and reduces field 4. Interior walls must always intersect side wall and t •x Lt cutting. 3RG • roof panels at an "H•"-joiner to prevent flanking THREE-WAY (GAIN) Paths. ROOF CHANNEL 5. Refer to Detail 18,MDS 2014. I 24.. •�— 1. 24 in.x 24 in. only as shown. F.- � .n t 4R - 2. Four-way roof channels are factory welded. Used where interior (CRS) 3. Tabs are factory welded to channel and punched 2•••; .14x„ walls intersect. for No. 8 sheet metal screws-to permit attachment Squares up corners to adjoining roof channels. —_— and reduces field 4RG • 4. One wall must pass through intersection with an t cutting. (GALV) "H"-joiner occurring at the junction -point to prevent flanking paths. FOUR-WAY 5. Refer to Detail 18, MDS3014. ROOF CHANNEL Used to seal or join a- wI Ix" F- panels to building 1. Maximum length is 144 in. Tr wall or building (CRS) 2. Fastening holes for No. 12 sheet metal screws to ` ,b•./ floor and to trim be field drilled. ANGLE CONNECTOR and seal penetra- 2LG - 3. Refer to Details 3 and 4, MDS 2010. tions. (GALV), Important notes applying to all joiners and connectorsare located at the end of this section, on Data_Sheet MDS 1313. rp COPYRIGHT 1978 INDUSTRIAL ACOUSTICS COMPANY• BRONX, NEW YORK• STAINES,MIDDLESEX, ENGLAND PRINTED IN U.S. 881065 . . ... .._.. aULLE[tr.u.ul,u,_ - ...,.•, ,,.� IllyODULINE® JOINERS AND CONNECTORS / COMPONENT TYPICAL USES CODE DESIGN NOTES 1. Maximum length is 144 in. �a "HA 2. Fastening holes for No. 8 sheet metal screws to be r tw• 2E • field drilled. Used to conceal (CRS) 3. Order special door location floor panel skirt -as e.. edges of assembled required to facilitate operation of enclosure doors. 18 GAUGE floor panels (at _ (See floor panel door skirt). periphery of room). 2EG 4. Separate (12 in.long)corner mitered pieces available. (GALV) 5. Refer to Detail 45, MDS 2021 for standard corner I I 3/8" treatment. FLOOR PANEL SKIRT 6. Order roof apron (2A, 2AG) 5% in. long to close off corners. Refer to Detail 45, MDS 2021. T! am•, Used to conceal (CRS) 1. Fastening holesfor No. 8 sheet metal screws to be edges of assembled field drilled. e-ve•' floor panels at door 2. Order length equal to door clear opening4slus 5 in. i 1e GAUGE . panel locations. 5EG• 3. Refer to Detail 7,MDS 2011. (GALV) I 13/B" FLOOR PANEL DOOR SKIRT K., Used with single leaf 4U- 1. '/. in.diameter fastening holes factory puehed. fir---‘ personnel level swing (CRS) 2. Special level swing door floor-channel to be located doors with 1-3/8 in. under door panel and butt-standard floor channel ( 15C -48 sill (inswinging and 4UG- 47at ends. _ t>G•• outswinging) (GALV) SPECIAL LEVEL SWING DOOR 3. Order length equal to 48 in. FLOOR CHANNEL / a.7l8•y 1. Maximum length 144 In. / 2AH- 2.When floor and roof channels are_used, Joiner length • _Used to join wall (CRS) must Del in. less than inside wall height. I •• Tr panels to form ver- 3.Fastening holes for No.8heet metal screws to be field _..f_ 1 sire•• tical corners other 2AHC • drilled. than$O . (GALV) 4.Refer to Detail 6, MDS 2011. TI °µ• 5.When wall height exceeds 144 In., two or more angular ANGULAR H-JOINERS joiners must be specified so that joiner break occurs at 45° shown least 12 in.away from horizontal panel joints. others available•contact factory i • NOTES APPLYING TO JOINERS AND CONNECTORS , 1. DIMENSIONS-All nominal t 1/16 in. • 2. MATERIALS• 16 gauge cold rolled steel unless otherwise noted. 3. LENGTHS--Components may be cut to suit in the field. 4. ACOUSTICS•Components are acoustically compatible with noise reduction performances of complete enclosure. 5. WEATHERPROOFING -Standard wall construction will meet most requirements.Separate treatments for the roof and floor_channel areas such as built-up asphalt•felt, fiber glass coating and neoprene tape systems are specified. CONSULT IAC TECH-REP OR FACTORY FOR ASSISTANCE. J COPYRIGHT 1980 INDUSTRIAL ACOUSTICS COMPANY• BRONX.NEW YORK• STAINES.MIDDLESEX.ENGLAND PRINTED IN U.S.A. 881.065 t e r• 7 t i as '. ' "p .P-- gr�, 1 a�by k Y� eYr t -7'1, y t• R ,. Py w T' !♦"..P, 4F IS ': v i bF r ka-C F �Y•••• n`•, t. '". t Ul�ed Mc ill��l }�° _� :5414 � J ay♦ 9` rt , ,z <-y r3 , !� G a, ��r r f � C L +r � i S1 ,}t ��< ,gyp >q ti y `�' i e 4° .. J(! Corporation t, . ti r, 1 w , ! t {+1 coustscall .'roducts10 µ y r 1.J _• „1- r 1 ,,. 1l 'GI `• 1 t 11 N ` r •te p, 11•Ya5 y�-. ��k4il tit ,tl it n �JJt- ° nr' F a !y r " 1 tx.Y.��t 9; t`fit T fi}5 , .4..," ,y. t�' 2.' . � t. , . per: K' t " pp ,•;‘,41/„' , I. N 's 5). 44 r41,1 ( 'p, Pr j t IS! PREF'ASRIG'A :ED -4,i ` 2y .�< .( r 41 ACLU T"V , ^ ,"* ; . ,St iIWAIf PA'NEILIESYSTEMS ~ ,� ray '' rforA ;OUSTIC�ALENCI�QS.URE, 1 I �' s, _ ii.4,1,...,t, g-M nd1BARRIERIWALL' SYSTEMS,;(;),('1.7,t3/4;,r,,'„ e • , a I �/��/ f Y . , ap1K -1,.04,4C1- p ti,11. rV 41. * 'w ♦ t� r_'� tiny r r`j r q �. t M �p Y t-rr p . N.e' i,Y I r ,. J♦r, b ,+ t ' ' N - . " 4 . [from Wnute'd�Mc,Gillceorporation 1. k ` �• v +�. k♦r ,15 ' 4-17 x.. i.r.J fi . ,rt r , .c: I + 2,,. .♦ .,.,�1arY s u`�♦;� 1#I A 1 p y ."- i •' EQUIPMEVTENQ_OSUR r. � 1 14YJ __ - III 91 VIII -��I hI' l Strip PanoHC Type HC : l Panel _ r R movable � ; car•'"�. (\1 P.nal 111 I f` I I teinrl , \ ll I�� -1 WiIIdOW SH--- .1"\\\VVVIIIIIIIIIWWWIII `y 1 ; _ -��I P Base j 1%.; fly, Ease Ch sine! Channel I;� ,•!, 1 d uars __ 4d--a L Tububi \ III Centre ePad Je7�T__. 881065 Type SL-Snap-Locic Tongue Acoustical End& Caulking Panel Erection Sequence Acoustical Panel • Panel r S I. The panel erection sequence shown ET. below illustrates the assembly of a TG Joint Construction 6r panel system.First,a panel is placed t in its base channel and is aligned with The Type SL panel system joint is O the previously erected panel.The new a slip-fit tongue-and-groove panel D. panel is started into the structural system that incorporates a patented, channel of the previous panel and mechanically self-locking feature. "rocked"into place.The integrity of the joint is then assured by the installation This self-locking joint allows adjacent panels to be snap-locked together, of sheet metal screws.Acoustical forming structurally sound,full-length Groove End• caulking placed on the inner edge of panel-to-panel joints.The self-locking Panel Thicknaew the tongue(prior to assembly)will be k feature eliminates the need to install extruded in place as the panels are t sheet metal screws at the panel joints, pushed together. I a time-consuming task in the erection of standard tongue-and-groove and Typical Uses/Advantages H-connector panel systems. of SL Panel Systems End of Sheet I' 1 Panel Acoustical Se " . • Permanent installations—Type SL - Caul king C Panel Erection Sequence /panel systems are not intended for �. y - f use in projects in which future dis- C s I. i The two-step panel erection sequence assembly and re-erection may be2. � / shown above right illustrates the snap- required. • lock action of the SL panel system. • Rapid panel assembly time—The First,a panel is placed in its base chan- snap-lock feature eliminates the need f r. nel and is aligned with the previously for joint-to-joint sheet metal screws erected panel.The panels are pushed and speeds assembly. ' together;the mating groove joint lock- • Visually appealing panel-to-panel . / ing-lugs spring out and then snap back joints—The elimination of the need Groove • into position as the joining End of process is for sheet metal screws at joints_pro- Pans imwerd r ti, -ompleted.Acoustical caulking placed vides an attractive assembled enclosure. e• r.,,,_,,the self-locking recess of the tongue panel(prior to assembly)will be extruded as the panels lock together. Type TG—Tongue-and- Typical Uses/Advantages Groove Acoustical Panels of TG Panel Systems r. f Semi-permanent installations— Joint Construction Type TG panel systems allow future The Type TG panel system features disassembly and re erection. a slip-fit tongue-and-groove joint. -fir - - - } • I h •f • -a. 1- .. �:ai t i • l I / ': g • t S Type SL-Snap-Lock Type TG—Tongue-and-Groove Acoustical Panel Acoustic-al Panel 881065 3 Type HC—H-Connector Sheet .ype RR—Rapid Removal Acoustical Panels / Metal Acoustical Panels , Joint Construction Acoustical u Caulking cII Joint Construction ,,,e Type HC panel system features The Type RR system features __ ri-connector slip-fit joints. al Ste 1 patented,removable panels.All of ign Si-Strip - � the panels fit into drop-in channel l frames. Panel Erection Sequence The panel erection sequence shown ' -' ' Panel Erection Sequence above right illustrates the assembly of an HC panel system. First,the H-con- A,, In the Type RR panel assembly,the nector is set in its base channel and allunp•nel • ' i Tstructural integrity of the system is pro- ' is aligned with a previously erected vided by a tubular skeleton framing panel. The H-connector is then system that is erected first.Following started over the erected panel and fit- Typical Uses/Advantages the installation of appropriate systems ted in place.Sheet metal screws are of HC Panel Systems doors and windows,RR panels are installed along the H-connector joint y lifted into the top channel,dropped into to assure the integrity of this half of the • Semi-permanent Installations— the base channel,and pushed against erection sequence.The new panel is Type HC panel systems allow future the adjacent panel.Acoustical caulk- then started in the H-connector and fit- disassembly and re-erection. ing is not required because noise isola- ted in place.Sheet metal screws are • Potential assembly growth tion is provided by compressed spline installed along the new H-connector or shortness coverage—When gaskets in each panel.Sheet metal to the panel joint to assure the struc- extremely long wall systems are screws are not required at the panel- tural integrity of the joint assembly. erected,the last few panels in the to-panel joint as the structural integrity Acoustical caulking placed inside the erection sequence may depart of the system is provided by the pre- H-connector is extruded in place as slightly from their expected position. assembled tubular frame. • i the H-connector is installed. An H-connector joint provides some coverage flexibility in this event. • Uneven floor surface—H-con-. \✓ nector systems provide true vertical joints when erecting a system on uneven floor surfaces. 1 -. :7 p . . 3 a •e ,•„_ F pY �r�r, if-,?,;, ",-.77:•:e.,444.. .-1 ..11,%,144k • .it 1' 1,`f4. y v ' µL yf 'gyp"Ii"e r r, "J ,e,l Sy i.�.s� i�7t'dS 4n4 %ileac. ?' • -..�� 4. > F • ,A•7�yitT+ t7 r tK YS vw a.---;t4 $� j k*:- L ice lr t r r. 3:::;;;;.:.::::',$`1::1.' fr `t �� • '-' is )�s ,.+ d 1tl " ?iF f a .ra, t •••....,.._ r f. • 1 i.• U a Type HC—H-Connector Type RR—Rapid Removal 4 Acoustical Panel Acoustical Panel 88-1065 -Square Tubular Structural Typical Uses/Advantag es ypi Top i -Frame System of RR Panel Systems Charms Neoprune First,top and bottom tube assemblies •Movable installations—Type RR D caek.re are attached to corner and/or interme- systems provide superior flexibility and diate posts and any roof beams are ease of relocation. yy L� I Insert lift set.Next,door units are set in place •Instant access to machinery— an°°',°! in the frame assembly and splice Removal and re-installation of • and floor plates are added.Once the individual panels or entire wall framework is standing and doors are surfaces is fast and easy. Base in place,the panels can be set in the •Adaptable to"close quarters"— �c— Channel framework.The integrity of the frame- More permanent acoustical enclosure work is assured by installation of sheet systems must provide"walkway" Top View Side View metal screws. clearance around machinery for maintenance access.The ease of removal and re-installation of RR panels eliminates this requirement. Top tube assembly Lift-out roof panel • • rt. 1 a { Corner post Bottom tube assembly r- � Lift-out side panel Type RR—Structural Frame Assembly 881065 r Standard Panel Construction Din' ISIor1S Maximum The standard Type SL,TG,HC,and RR Panel Standard Standard Standard panels are the basic building blocks of Type Thicknesses Widths' Length" ( a' )UNDSCREEN acoustical enclo- SL 4 and 2 inches 24,36,and 44 inches 16 feet sursi.The standard panel in all four TG 4 and 2 inches 24,36,and 44 inches 12 feet of these panel types consists of a HC 4 and 2 inches 24,36,and 44 inches 16 feet sandwich construction of an 18-gauge, G•90 galvanized steel outer shell, RR'" 4+/s and 21/4 inches 24,36,and 44 inches 10 feet acoustical/thermal insulating till,and a 22-gauge,perforated,G-90 galva- nized steel inner liner. *For most assemblies,at least one ••• +All joining channels and internalThe standard 2/.-inch Type RR reinforcing members in Type SL,TG, nonstandard filler panel will be panel is assembled with one vertical and HC panels are fabricated from required to complete the specified neoprene gasket on each end.The 18-gauge ASTM A-446 structural qual- dimensions of each wall,floor,or roof standard 4'/cinch Type RR panel is ity G-90 galvanized steel. assembly. assembled with two vertical neoprene -All joining splines in Type RR panels "Longer lengths are available by gaskets on each end. are fabricated from roll formed 14- special order. gauge ASTM A-527 G-90 galvanized steel. • Acoustical/thermal insulating fill L �sr Perforated Inner liner .fir:: 7Silir4 Perforated Inner liner. s , {4 J TX ^ a;.: :' l J�� !' - ': ' 4'--3 :' th:/t— • -..NefiZt.cie.::•itb;-.2•..: t tV.,, It' i.•?::;:"'t •''''." Steel outer shell .. Steel outer shell ' Acoustical/thermal insulating fill L: Neoprene gasket Type SL,TG, and HC Type RR Panel Construction Panel Construction 8 881065 r Factory Preformed Trir and Structural Items IT OT when ordered,Type SL,TG,HC,and ( acoustical panels are supplied with - "-- the necessary trim and structural items 1 to secure them at the floor,corners, and roof,and to provide a finished 'Q.- . appearance. Outside Trim—roof and ` Inside Trim—roof and wall panel corner wall panel corner OTCZ-• BC-* .." OTC ./ , Outside Trim Comer—Zrbar configuration—roof Base Channel Outside Trim Corner—roof .. on—• OTCR • • H-• ..- -.. i ( Outside Trim—Z-bar configuration—roof Outside Trim Comer—reversed—roof H-Strip DTC-• CP GS • Deck Trim—comer Cover Plate Gravel Stop DS DT--• STRR • �✓ - i �� - \I Drip Shield Deck Trim 21/2"Square Tubing 10 881065 I TC.RR I AARR RARR / Top Channel Anchor Angle Roof Angle BCRR • Part Standard Identification Part Description Applicable P Length Panel System Standard Trim Items IT Inside trim—root and wall panel corner 12' �'� OT SL,TG,NC Outside frlm—roof and wall panel 12' SL.TO,HC Corner BC—• Base channel 12' • OTC SL,TO,HC SL,Trim comer—root l6"x 16- SL,TO,HC Bottom Channel OTCR Outs.ls trim corner—reversed/roof 16-K I6" Special Trim SL.TG,HC Hems(optional) H CSRR .'. CP H-Strip 12' SL.TO,HC Cover plate 12' SL,TG,HC r GS Gravel stop 12' f OS SL.TO.MC • 11 Drip shield 12' SL,TG,HC DT—• Deck trim 12' \ DTC—' SL,TG,HC O • OTZ— Deck trim—comer 16'x 16 ' SL,TG,HC ��\ O _ rootul5ide Inm—Z•bar conflguraf or1•— 12' SL,TG.HC OTCZ—• Outside Inm caner—Z-bar. 16-x 16" conngurauon—root SL,TG,HC Structural Items Cross Splice (optional) PS Pipe supprt 10' SL,7G.HC '1 IB—S Structural beam Cut-tolength SL,TG,HC ' Ib—W Structural beam—wide e TSRR rig Cul-lo-lenglh SL,TG,MC SC-• Structural channel 10' SA2 x 2"110 a SL,TG.HC 9 Structural angle 10' SA 2 r 3"rtO ga. Structural angle t0, SL.TG,MC • SA 2 y 4"/10 a SL TG,HC 9 Structural angle 10' SL,TG,MC '."\,,,. Standard Structural Items Q • STAR 2'/-Square tubing Cul•to-length RR TCRR,BCRR—•• Top and bottom channel Cut-to-length RR RARR roof angle Cul-lo-length RR AARR Anchor angle NA Tie Splice CSRR RR Cross splice NA RR TSRR Tee splice NA CJRR RR Corner pint NA RR CJRR •I-2-2-inch-thick penal;-4...4dnch-thick panel) -1-2v..2Y.-inch•Ihlck panel:•4.4K•lnch-Ihlck panty) All bass channel and outside trim is prepunched during production for#10 x Y-inch shoal real screws on 6-Inch cantors.No field drilling of Muse trim hems is required.Prspuncning assures proper location of newsaary fastarws.Made rrun tarsal pre. punched in order to allow locallon of screws al panel jomis. • corner Joint 11 891.965 C• • • • • • • • • • • • •unaU McGill Corporation hE Acoustical Products Regional Sales Offices • Chicago Area Cincinnati Area 0allae/Fort Worth Area New York/Phlidelptda Area San Antonio Area 1010 Jona Boulevard 4500 Lake Forest Drive Metro Center Office Building ?Centre Drive 10615 Perrin Bohol Suite 336 Suite 544 • 1701 West Euless Boulevard Suite 9 Building 2,Suite 201 Oak Brook,IL 60521 Blue Ash,OH 45242 _Suite 325 Jamesburg,NJ 08831 P.O.Box 65040 312/325-4181 513/563-8822 Euless.TX 76040 6091855.1711 San Antonio,TX 78265 . . Telex:280-852 Telex:316-757 817/5713653 512/646-8998 Telex:31I3-769 San Francisco Bay Area Tamps Bay Area Canada 3475 Investment Boulevard 3706 Swann Avenue 6533-B Mississauga Road Suite 6 P.O.Box 18465 Mississauga,Ontario L5N 1A8 Hayward.CA94545 Tampa,FL 33679 416/858.7672 {t, 415/887.3115 813/874-0845 Telex;5101000182 Regional Manufacturing Plants Georgia .California ,\ 1501 Kalamazoo Drive 1747 East Charier Way P.O.Box 909 P.O.Box 6156 .�. Griffin.GA 30224 Stockton,CA 95206 404/228-9864 209/466-2351 Telex:542-126 Telex:359-481l - Form No.AP-SAPS 3 86 Litho in USA 4 EXHIBIT LEr'k.�MIN(,n /----- "TV Atom I Lcaceso VINYL ' ' / `/\ \ \ • " / , , \ \ Looste0 VINYL- / , , ,, 5,515 \ \ \ \ \ \ 1,: :'::;:‘ / r ,✓5,v/A,5 \ \ \ \ \ \ ♦ ' r / ',NAPE Ai-cN4 or : ; :e ;' ;' ,; 1.%:,::, „'%1/4'1%;:'‘' ' ': ' ' ' ' 'I ' / / , • ,\\f5'♦'♦ •;.•;,,,; • •••;,; (, \ /'fi•• ••-•• •,,, / . , ` ` ,;::1:;'::1::°:;.: 5. 'v ' � ',`,`, ,J �` '\ ♦ J,'\.:-:0:-:,,-;-:,,,,,:•:-:-;,,k;;,;;;;5 \' \'\'\'\':'\i,,i`/`, 5'5' �JF/�l` I. \ \ \ Q,5'5 \ \ \ \ ♦'\'\'\ ' / , i ` ` ♦ ♦ \ \ \ \ \ \ \ \ \ 5'5'5'5'♦' / \/\T., /\ \y'\/\t\�\R\ \ \1\�'\�1\'\ ;•;•'•'•'• \�'\' , / l'•'•'•'•',/,',',',•.• I iii \ \ \ \ \ \ ✓ ' \ :;',•,-;, ,:,:.-,z..(0:, ; \ \;\ \ w\' '\' \'\5' , , , ',,`,`i i ♦ \ \ 5 5'\'5'5'5'\' ' `. / /5 •,•,•,•,--;c.•,-.^.<.•,•.•-:-., , / •.•:•:•:•:•:•;•;i .1/4%'.':':':'‘ ♦ \ ♦ '51;5 ,'5 5/\ Sh \'5 ;#:1,';''',;;;;;%;:%%'.::;,'5%; /\' \ ' \ 5'5_5'5'\/F,/ /5/ 5 \ \/ /`I`'` \�\ , 1 5 5 5 5 , / / ,Y / / ,` %;;;;;;;;;%;%:%:- :1`4,:%';'" \'��'J , , , fly /�\,;,5,`,` 'iy' \ \ \ \ 5.\'\ / I / / / / v^ \'\ \ \'\ / 44,a. Option 2: Isometric /� �� David J. Joseph Company sketch no. "'" A DAVID L ADAMS ASSOCIATES,INC.A 1]01 Bouldor Strom.Dover,Colorado S0211 no scale 300/455-1100 project no. 3645 date: 26 Sept'88 drawn by: MBB 381065 STATE OF COLORADO DIVISION OF HIGHWAYS P.O. Box 850 _>/ °F Greeley, Colorado 80632-0850 �»�i4T.'3�;i,. (303)353-1232 November 8, 1988 Weld Co. , I-25 Joseph Co. Amended U.S.R. NW of C.R. 8 and 1-25 Mr. Keith Schuett DOH File b5100 Department of Planning Services Weld County 915 - 10th Street Greeley, CO 80631 Dear Mr. Schuett: Based on further review and analysis of the David J. Joseph Company Amended Special Use Permit we must supplement our previous comments as follows. Since this property is not zoned Industrial, the expansion of this existing salvage/storage operation along I-25 requires a State Highway Department Junkyard Permit. Issuance of this permit will require a plan which ensures that all materials be screened so as not to be visible from the main traveled way of the highway. A copy of the appropriate state statute is enclosed for your information. Our regulation states that the screening must conceal the junkyard on a year-round basis, be compatible with the surroundings, and be relatively maintenance-free and durable. Further information on the screening plan and permit can be obtained from Leon White at 350-2112. (lease let us know if you have any questions or need further information. Very truly yours, DOUG RAMES DISTR'i EN HER ' ohn K. Crier D'strict Planning/Environmental Manager JKC:mbc(WJ) 881065 cc: Leon White File: Crier-Jacobson � �4-7 ;' EXHIBIT I�� 5�V/ �i N0V 81988 field Cu. Plan :ut „uancs'Iw • 431 General and Administrative 43-1-503 Cross references: For eminent domain proceedings, see articles 1 to 7 of title 38; for the "Highway Beautification Act of 1965", see 79 State 1023 and 23 U.S.C.A. § § 131. 136 and 319. PART 5 JUNKYARDS ADJACENT TO HIGHWAYS 43-1.501. Legislative declaration. It is declared to be the purpose of the general assembly in the passage of this part 5 that in connection with the construction, maintenance, and supervision of the public highways of this state, the state of Colorado place itself in a position to receive its full share of funds to be apportioned by the congress of the United States for expendi- tures on federal-aid highways in this state and, to this end, to control the existing and future use and maintenance of junkyards in areas adjacent to the interstate and primary highway systems in order to protect the public investment in such highways; to promote the safety and recreational value of public travel; to promote public pride and public spirit, both on a statewide and local basis; to attract to this state tourists and other travelers with a view toward broadening the economic well-being and general welfare; and to preserve and enhance the natural and scenic beauty of this state. Source: L. 66, p. 9, § 1; C.R.S. 1963, § 120-16-1. 43-1-502. Definitions. As used in this part 5, unless the context otherwise requires: (I) "Automobile graveyard" means any establishment or place of busi- ness which is maintained, used, or operated for storing, keeping, buying, or selling wrecked, scrapped, ruined, or dismantled motor vehicles or motor vehicle parts. (2) "Department"-means the state department of highways. (3) "Highway" means the federal-aid primary and interstate systems, as defined in section 43-2-101. (4) "Junk" means old or scrap copper,brass, rope, rags, batteries, paper, trash, rubber debris, waste, or junked, dismantled, or wrecked automobiles, appliances, or parts thereof, iron, steel, and other old or scrap ferrous or nonferrous material. (5) "Junkyard" means an establishment or place of business which is maintained, operated, or used for storing, keeping, buying, or selling junk or for the maintenance or operation of an automobile graveyard, and the term includes garbage dumps and sanitary fills. (6) "Person" means any individual, firm, agency, company, association, partnership, business trust, joint stock company, or corporation who operates a junkyard or who allows a junkyard to be placed or to remain on premises controlled by him. Source: L. 66, p. 9, § 2; C.R.S. 1963, § 120-16-2. • 43-1-503. Permits required - exceptions. Except as provided in this part 5. on and after February 11, 1966, no person shall establish, operate, and maintain a junkyard which is within one thousand feet of the nearest edge of the right-of-way of the highway and visible from the main-traveled way 8S1 43.1-504 Highways and Roads 482 thereof unless a permit is first obtained from the department. No permit shall be required and junkyards, automobile graveyards, and scrap metal proc- essing facilities may be operated within areas adjacent to said highways which are within one thousand feet of the nearest edge of the right-of-way which are zoned industrial under authority of state law, or any of its political sub- divisions. Source: L. 66, p, 10, § 3;C.R.S. 1963, § 120-16-3. C.J.S. Sec 61A C.I.S.• Motor Vehicles, ' S 717. 43-1-504. Permits issued - when. The department has the sole authority to issue permits for the establishment, maintenance, and operation of junkyards within the limits prescribed by this part 5. No permit shall be issued unless such junkyard can be effectively screened,as required by regu- lation, by natural objects, plantings, fences, or other appropriate means so as not to be visible from the main-traveled way of such highways. Such screening shall be at the expense of the person applying for said permit. Source: L. 66,p. 10, § 4; C.R.S. 1963, § 120-16-4. 43-1-505. Permit fees - expiration - renewal. Each application or request for a permit shall be accompanied by a fee of twenty-five dollars to defray the costs of administration of this part 5 by the department. All permits issued under this section shall expire one year from the date of issue and shall be renewed upon compliance with the provisions of this part 5 from year to year upon payment to the department of said annual fee. Such fees shall be collected, in accordance with the collection rules of the department of revenue, for deposit in the state treasury to the credit of the general revenue fund. The general assembly shall make annual appropriations from the gen- eral revenue fund for the administration of this part 5. Source: L. 66, p. 10, § 5; C.R.S. 1963, § 120-16-5. 43-1-506. Regulations. The department may promulgate such regulations as may be necessary concerning the issuance of such permits in order to qualify the state of Colorado for payments made available by congress to those states that meet federal standards for control of junkyards adjacent to its highways. The provisions of article 4 of title 24, C.R.S. 1973, shall not be applicable, except that section 24-4-106, C.R.S. 1973, shall apply. Source: L. 66, p. 11, § 6; C.R.S. 1963, § 120-16-6. 43.1-507. Judicial review. Any person aggrieved by action of the depart- ment in denying or revoking a permit may, within thirty days of the date of notice thereof, apply to a court of competent jurisdiction for appropriate relief pursuant to the Colorado rules of civil procedure or section 24-4-106, C.R.S. 1973. Source: L. 66, p. 11, § 7; C.R.S. 1963, § 120-16-7. 43-1-503. Violations - penalties. Any person who violates any of the provi- 881.065 433 State, County, and Municipal Highways 43-1-509 sions of this part 5 is guilty of a misdemeanor and, upon conviction thereof, shall be punished by a fine of not less than twenty-five dollars nor more than one hundred dollars. Each day of violation of the provisions of this part 5 shall constitute a separate offense. In addition, and not in lieu of or as a bar to criminal enforcement as provided in this section, the department is authorized to institute appropriate action or proceedings to prevent or remove any junkyardzexisting in violation of the provisions of this part 5. Source: L. 66, p. 11, § 8; C.R.S. 1963, § 120-16-8. • 43-1-509. Screening, removal of existing junkyards. Any junkyard in exist- ence on February 11, 1966, which is not in compliance with this part 5 shall, at the expense of the department, be screened, as provided by regulations, by natural objects, plantings, fences, or other appropriate means so as not to be visible from the main-traveled way of the highway or. at the expense of the department, shall be removed from sight. The department is authorized to.acquire, move, or-relocate property, real or personal, or interests therein, by purchase, donation, condemnation, or by exchan;e of other property owned by the state to accomplish such objectives and to dispose of any prop- erty, real or personal, acquired thereby. Source: L. 66, p. 11,-§ 9; C.R.S. 1963, § 120-16-9. Cross reference:For condemnation proceedings,see articles 1 to 7 of title 38. • • 891.9 55 EXHIBIT L IS A PLAT TOO LARGE TO FILM. 881065 [ I, 2 EXHIBIT h' Sine Dump C t)a -- 1 Ke a ' d • = , -• s ratan )-____ _ ,c, ---•l\S • r.,Sri kf: , \,) ? ,,,5 ) \ 1 '1 I . ••-' I.j\ \ \ \ I( \ ) 2 \ I i / : :), h• 5°65— I�,� 1� • V 11 \\._ ( LL HI � � SO �V J V / N eW,/ \ ( 1 - /rf -) 10ii 4 i: C ) ) P:i /7- ) • il; I - c, oO $tBIC (;.BI �fou .. M hr1 -t�� // /I 4r$ %J I > Iii' i - — 5`. / / Sci dv 0 440� I 1 (11 ♦ V, ( 16 I..N /I I,. • LLLL 1/ /1r a II'� f �., III/ 5U J /- �I. I (11 s W,. �a� 1 N -/ 1(I ), )l ) ) X22 23 �\ 1 MMUNI Y i C 4 CCONT Y a oa • AD ) / w mnxwl M.Mint) w — h. Vita huol t.. ' „ 5 a / iI� ) 27 i F A �1 26 O 1 Q ill Ding&Associates, Inc. U IN IN II r f fI'' .4 N ERIEcomprehensive plan amendment 1987 N N M . a . I " ' - Ill *. 444 : EnI IT Ill 881065 I I I ERIE COMPREHENSIVE PLAN AMENDMENT I POLICIES I 1 Prepared by: I King C Associates, Inc. 90 Madison Street, Suite 102 Denver, Colorado 80206 I303/333-3834 t I IPrepared for: THE TOWN OF ERIE I Y" 1481068640400, Lit tri) If I Under the Direction of: Hank Epstein, Community Development Director I I 881065 do This Comprehensive Plan for the Town of Erie, Colorado, was approved by if I the Planning and Zoning Commission on October 1, 1987, by Resolution 87-01. It is in compliance with -CRS 31-23-206, 31-23-207, and 31-23-208, and had adequate public review before approval. ji Dona d Brand, Chairman Planning and Zoning Commission i w, Date yy 4 tiF { Attest: Leslie Acord, Secretary to the Planning and Zoning Commission i�. ase Date 4I .jF Lei y } a 881065 I I I II IIERIE COMPREHENSIVE PLAN AMENDMENT I. Preface/Introduction Ill A.A. BROW IThe Town of Erie, Colorado, is experiencing growth and annexation pressures which are anticipated to accelerate in the late 1980's. It is desirous of establishing a forward looking growth management and economic development strategy, complementary with its own goals and those of affected jurisdictions. The existin 1973, with an update in 1979. 8 plan was completed in IB. PURPOSE OF AMENDMENT W This document is an amendment updating Erie's master plan, includin a new planned urbanization area, a market analysis and revised g ' comprehensive plan and map to guide the _community and private land owners. The plan is proposed to serve as a guide for future town and ' landowner decisions with respect to zoning, annexations, economic I development, and land use. it 1 II. Identity hy Erie has an excellent opportunityestablish distinctive through building on its phistor crootsofcoal mining and resource ity extraction, plus relating to Boulder and Boulder County as a "Rural Village" of unique design g quality. The lakes, reservoirs, and water i features of Boulder Creek and Coal Creek, as well as the views and location in Boulder county establish some o distinctive identity. PPortunities for a Policy ' i o Through the use of enlightened zoning, planned unit development review, designe agreements, e ment ti ? techniques, Erie possesses the ability to and other Ik establishits "Rural r guidelines, Village" character through a high standard of design. o The Town should encourage the private sector to articulate a 4"Rural Village" character, and should promote a good example through its own public works projects, j " 881065 1 ll IICharacteristics of a "Rural Village" include: o low to moderate densities; III o si-gnificant open space retention and utilization; o respect for rural land uses, lifestyles, and economic character; o preservation of an historic downtown; o selective encouragement of home occupation and cottage industry I li opportunities; o architectural and other design elements appropriate to rural and small town character; IIo respect for smaller and more human scale of development; o ability of rural and urban lifestyles to coexist; and o slow to moderate growth. IIII. Environmental Constraints IIA. GOAL Community growth should respect and incorporate existing environmental constraints so that new development and redevelopment can exist in harmony with the area's natural and man-made.environment. B. SUBSIDENCE The most significant physical development constraint in Erie is subsidence. Approximately 25% of the area within the 1987 Erie I Comprehensive Plan study area may not be suitable for development due to subsidence. Policy o Areas within the subsidence influence areas should be used for open space, agricultural activities and other nonurban uses. I Prior to consideration for alternative land uses within subsidence influence areas, exhaustive geotechnical study must conclude that safe development can occur. No structures, roads, or utility Ilines should be allowed to be placed over these identified areas until and unless the Town Board and the State Geologist have been shown to their satisfaction that it is safe to allow urban development on a specific portion of the identified subsidence hazard area. C. FLOODPLAINS Boulder Creek and Coal Creek flow from the southwest to the north through the study area. The creeks' associated 100 year floodplains present development constraints in terms of building, but may be enhanced as public or private open space amenities. There are high water tables associated with the 100 year floodplains. 881065 3 Policy o Permanent structures will be discouraged or prohibited within the 100 year floodplain limits. Should Boulder Creek or Coal Creek be channelized or controlled in some other manner at a later date, built development could occur within portions of the floodplain, but not floodway or outside the -channel areas. Redevelopment within areas that are currently within the 100 year floodplain boundaries must mitigate the impacts of the 100 year flood. Development should not be allowed to occur within identified floodways. Development in the 100 year flood fringe area should only be allowed if such development meets Federal Insurance Administration guidelines. Floodplain improvements should be sought to lessen impacts of possible flooding, especially south of Weld County Road 8. D. SOILS . , Many soil types within the study area have development impacts. Severe shrink-swell soils exist in most of the Adams County and Weld County mapping units. Additionally, much of the land outside the Erie Water and Sanitation District service area boundary has severe limitations for septic tank absorption field use. Policy o Areas that fall into soil mapping units that have severe building limitations will not be recommended for development unless geotechnical study can demonstrate adequate methods to mitigate shrink-swell problems. Any area that has limited septic tank absorption field capabilities, and also falls outside sewer service boundaries, will not have the capacity for intense development. • ` E. SLOPES The topography within the study area _is rolling, with an average slope range from 3% to 6%. However, there area more severe slopes on the !' ` east bank of Coal Creek and east from the creek, ranging upward from 10%. Policy 6✓ o Slopes in the 10% to 15% category require stabilization if considered for development. Slopes over 15% may be unsuitable for development, but may still require stabilization. Slopes over 15% . overlap the 100 year floodplain of Coal Creek and bound the western side of the Erie Landfill. These slopes in particular may need stabilization to avoid eroding the landfill area into the 100 year floodplain. Require proposed development to incorporate , A appropriate appropriate land use considerations during review. Develop a 881065 I 4 cooperative program with both landfills for mitigating environmental concerns as required. F. VEGETATION AND/OR WILDLIFE The only significant vegetation in the study area is three-square Bulrush, which is associated with the 100 year floodplain of Boulder Creek. The fringe areas of the Panama -Reservoir are wildlife habitats. Generally, areas along the water bodies and water courses, including irrigation ditches and canals, offer environments in which vegetation and wildlife will prosper. -Water loving plants and animals may indicate a wetlands environment. Designated wetlands are subject to development reviewand mitigation. i E21Ia o Environments conducive to flora and fauna should be enhanced and preserved whenever possible, particularly in association with water courses and water bodies. Designated wetlands may be subject to 401 permitting mitigation. Land uses adjacent to plant and animal reserves must be appropriately designated to minimize the effect of development. IG. RESOURCES AND MINING Erie's history is inseparable from mineral and resource extraction, particularly coal. Most of the subsidence areas are related to coal mining. Coal deposits cover most of the area. There are several abandoned gravel and sand pit operations. One gravel/sand operation is currently open. There are producing oil wells in the area. • Policy o Around -mine shaft portals, a 200' minimum diameter buffer is essential for safety. Mineral extraction methods are regulated on a variety of levels (county, state, federal, etc. ). Additional policies relating to extraction, transportation, taxation, reclamation, etc. may be considered by the Town of Erie. Land uses adjacent to operational resource mining may need to be buffered or reflect transitional uses. H. LANDFILLS There are two landfills in the study area -- the Erie Landfill and the Weld County Landfill. Both are situated on soils appropriate for landfill uses. As stated earlier, the slopes adjacent to the Erie Landfill may require stabilization on the western perimeter of the landfill. Increased landfill activity in this area is to be discouraged. Expansion north or west of the present site should be prohibited. 881065 5 Policy o Land uses adjacent to the landfills will need to buffer from other land uses. Industrial uses should be encouraged as transitional uses adjacent to the existing landfill sites rather than increasing the area of the landfill activity. Effective screening on the landfills or on adjacent developments may be appropriate treatment. I. AIRPORT Improvements and activities with respect to the Tri-County Airport may start being governed by the Federal Aviation Administration. Airport impacts such as noise, overflight patterns, height restrictions, etc. may impact development within the study area, particularly the airport influence area. Policy G o A check of potential development limitations -will be performed for t any parcel of land being considered for development. Areas impacted by height, noise, or use should be studied in more depth. Particular attention should be paid to areas adjacent to the airfield boundaries, the extended runway areas, and the airport influence zone. An additional buffer zone around the airport influence area may be recommended upon completion in-depth airport study. of an { J. FAULTS j Development should not occur over active faults. Development adjacent to inactive faults should be designed such that septic systems and leach fields are located far enough away from the faults to avoid the possibility of leakage of contaminants through the faults to the ground supply. PP i water su IV. Environmental Opportunities A. GOAL New development should respect and utilize existing environmental opportunities so that the natural 1 ed and enhanced. The Town should adopt the vbasicepolicies nt is eand vconcepts detailed out in Erie's "Master Recreation and Open Space Plan - Fall, 1978" as the open space and park portion of Erie's comprehensive plan. L. ,� 881065 _ _____. ,:..i.:. 1 a a. 6 B. FLOODPLAIN AND CREEKS d Although built development is prohibited within portions of the 100 year floodplain boundaries, the floodplain areas of Boulder Creek and Coal Creek offer significant opportunities for recreation and open space. The creeks offer excellent locations for pathways and trail systems which can unite the community. C. RESERVOIRS, LAKES AND PONDS The Boulder County portion of the study area is dotted with a number of ponds, lakes, and reservoirs. Though just outside the study area, Panama Reservoir presents recreational opportunities that may impact portions of the comprehensive plan area. The water bodies in the western part of the area could be linked via pedestrian, bicycle, or aE vehicular circulation to create a cohesive open space system. of D. HIGH POINTS AND VIEW CORRIDORS Several high may spectacular points in the area offer s ectacular views of the front range. High points should be preserved as open areas whenever possible. Where appropriate, parks should be designated in point high g areas. In general, view corridors along water courses, at high ry'; points, on lake edges, etc. should be preserved. E. VEGETATION AND WILDLIFE The vegetation and wildlife associated with watercourses and water bodies are the most significant plant and animal environments in the study area. As such, these environments should be preserved and enhanced with other open space and recreation improvements. V. Annexation and Growth Erie possesses the ability through its borders on three counties, available utilities, separate village character, and positive attitude, to benefit by a program of annexation and growth. The opportunity to grow outward in order to secure new land areas outside of the present Town boundaries exists for adjacent land areas and several economic development enclaves near existing and proposed interchanges for housing, free-standing industries, or planned office and industrial parks. GOAL New development within the Comprehensive Plan Study Area should be undertaken in such a way that it is financially, socially, and aesthetically beneficial to the Erie community. 881065 it gr i 7 IA. COMPREHENSIVE PLAN STUDY AREA i The Erie Comprehensive Plan Map designates a study area for planning I purposes bordered by I-25 on the east, Highway 287 on the west, Highway11 52 on the north, and the proposed W-470 alignment on the south. Within this area, Erie is concerned that all new growth and development be compatible with its character whether occurring in the County, Erie, I I or another jurisdiction. a B. URBAN SERVICE BOUNDARYill I fir+ Expand the planned urban service area boundary (Planned Urbanization Area) for the Town of Erie as shown on the land use plan map to include primary growth areas. Within those areas, the Town of Erie will plan i+ I to support urban development. Outside of this area, the Town will generally not support urban development, except in economic development areas under some circumstances. This planned urban service area Ie I boundary should be reviewed periodically in light of the ability of the Town to provide urban services, the desires of the community for 4s growth, and the stated interest of abutting landowners. I Policies o In the case of overlapping areas of shared interest, the Town Ishould review proposals by landowners for annexation in a cooperative fashion with other affected jurisdictions. In these areas of shared concern, special attention should be given to the I planning objectives of affected jurisdictions. "r C. UTILITIES INew development should only be allowed when it can be proven that adequate utilities and other needed government services exist or can be made to exist through appropriate action by the developer. This is I particularly true with regards to the availability of water. New 4, annexations, subdivisions and/or rezonings should only be approved when it can be shown to the satisfaction of the Town Board that the Town has I adequate water to serve the existing community, previously approved developments, and the proposed development. D. DEDICATIONS AND FINANCING Il;I Developers of new areas should equitably participate in the provision " of needed public facilities serving their area through the dedication n(F, of lands for such need public purposes as schools, parks, fire station sites, open space, etc. and the construction of needed public h'',' facilities such as streets, sewer and sewage disposal system j'- improvements, water supply and distribution system improvements,P PP Y Y P parks, fire stations, etc. In general, the policy should be that new !' ', development pay its own way and not be a burden on the existing residents of Erie. Steps should be taken to update the regulations, „I` policies and requirements to accomplish this policy. C 881065 "` 8 E. • CAPITAL SERVICE PRIORITIES In guiding the timing and pattern of growth in Erie, emphasis should be IOW placed on developing lands already annexed to Erie. Due to utility service restrictions - particularly water - first priority should be given to the existing Town north of Weld County Road 8, known as "Old Town Erie" and the Erie Air Park Subdivision. Development of that portion of the existing Town located in Boulder County will, among other factors, be keyed to the construction of a second water pressure system. Third priority should be given to the development of the land located between the "original" Town and The Erie Air Park Phase II. Due to the amount of undeveloped land already located within the boundaries of the Town of Erie and the limitations of Erie's service capabilities, limited actions should be taken by the Town to encourage the development of the area identified on the plan map as "Primary Growth Areas" until a determination is made as to whether the Town has the urban services available to provide to these areas. F. RETAINING THE CHARACTER Steps should be taken to unify the "original" and "new" parts of Erie. This would include uniting the areas through road and open space connections, proper siting of the New Town Center and changing potentially divisive institutional boundaries such as school districts and telephone areas. G. OPEN SPACE EDGES Establish firm, defined edges for the community. Take necessary steps to insure that the communities of Erie and Lafayette remain physically separated. The utilization of non-urban buffers and significant open space are two ways to achieve this goal. The Boulder County Board of County Commissioners should be encouraged to give consideration to acquiring lands, especially in Sections 23 and 26, Township 1 North, Range 69 West, for open space-agricultural and non-urban purposes. H. COUNTY - TOWN COOPERATION Take steps to encourage the adjoining counties to continue and strengthen their policies aimed at not allowing urban type development to occur outside of incorporated areas, to preserve agricultural lands where practical, and to maintain significant open space where possible. I. DISTRICTS The provision of water and sewer services is essential before new development can take place within the existing Town or newly annexed areas. It is thus critical that the Town of Erie pursue an aggressive 881065 9 policy of coordination with the three existing districts. The Town of Erie should maintain its own independent water supply and distribution system for the older portion(s) of the existing Town. This approach can be augmented by reliable services provided by other public entities, such as existing and proposed special districts allowed by State Legislation. Policies o The Town should increase its participation and coordination with Brownsville, Erie Sanitation, and Left Hand service entities regarding policies on new developments. o The Town should require that proposed annexations obtain, to the greatest extent possible, their own raw water supplies including the dedication of underground and all other water rights. o The Town should carefully monitor and coordinate with the Counties on the establishment of new districts, whether for water and sewer services, special districts, or metropolitan districts, so that control over future land uses and the location and timing of development may be maintained by the Town within its incorporated limits. o The Town may selectively encourage the formation of metropolitan districts in newly annexed areas to assist the private sector in the provision of facilities and services such as streets, parks, utility lines, and other services covered by State legislation. o In order to protect its economic base, manage the impact on existing residents, and preserve its identity, the Town should only approve districts to provide infrastructure, improvements and services to developments which will be annexed to the Town. J. ECONOMIC GROWTH Preference will be given to development proposals for land uses which are able to document that they will provide a clear and positive fiscal balance for the Town. This is particularly required for non-residential developments which are outside of the planning area designated by the Planning and Zoning Commission. VI. Land Use Plan A. GOAL The overall goal is to create opportunities for orderly growth and development adjacent to the existing Town of Erie, and within a future planned urbanization area bordered generally on the north by State Highway 52, on the east by I-25, on the south by proposed W-470, and on the west by State Highway 287. 881.065 1 10 B. PRIMARY GROWTH AREAS Areas for economic development along major arterials, highways, or at intersections of arterials and highways, adjacent to the Town's designated planning area, should be evaluated or considered as additions to primary _growth areas for economic development opportunities presented. Proper documentation on economic benefit to the Town will need to be provided in order to reach this determination. Primary growth areas are those areas more immediate to the existing developed portions of Town and are logical areas for extensions of urban services. The primary growth area encourages infill of undeveloped portions of the Town and annexation of properties adjacent to the community. The area designated as the Town's "Primary Growth Area" is the same area to be part of the urban service area for the Town. Expansion should not occur before necessary studies and projections are completed and viable development proposals for the areas are approved whether the site is within the Town's corporate limits or areas of possible annexation. The area of primary future importance lies outward from the Town limits to the north and is bounded by Boulder Creek on the northwest, and Coal Creek on the northeast; west along either side of Isabelle Road to State Highway 287; southwest to adjoin the City of Lafayette Planned Urbanization Area; south of State Highway 7 adjacent to, but east of the Adams County line, and south to and along the proposed alignment of W-470; east to include the balance of Section 18, 19, and a portion of 17 within Weld County. Areas adjacent to the landfills on Garfield Road are also to be considered for future growth of nonresidential development. Policies o The Town will consider property for annexation to Erie, which lies within the primary growth area. For consideration, properties must make formal petition to the Town, and conform to appropriate annexation procedure guidelines as prepared by the Town. Annexation approval criteria will include, but not be limited to the following: ! ' o Fiscal impact on the Town, school districts, and other districts. o Mitigation proposed for any negative impacts including fiscal, physical, environmental, or social. o Appropriate market data on demonstrated demand, building and p development schedules, and impact on existing areas. o Economic development impacts and opportunities. Y 881065 I ! _ — a- -. - erA 11 o Proposed performance standards, development guidelines, and growth management techniques. o Ability of the Town to service proposed areas with public facilities and services on a timely and economic basis. Secondary growth areas may be considered by the Town under certain circumstances relating to development of economic opportunity areas, the staging of urban services, and impact on presently zoned and serviced areas of the Town. C. ECONOMIC DEVELOPMENT AREAS The Town may wish to recognize a number of areas which are anticipated to provide special opportunities for new developments able to bring the Town significant benefits in the form of tax revenues or increased employment. These areas include: o The Town Center at the intersection of Isabelle Road and Northeast County Line Road. ro Land proximate to the interchange at I-25 and County Road 8. o Land proximate to the interchange at I-25 and State Highway 7. o Land proximate to Tri-County Airport o Land proximate to the interchanges on the proposed W-470 highway south of State Highway 7 in Adams County. The Town Center, because of its location in the center of the future Town of Erie, creates an opportunity for specific types of higher density development. Due to its special nature, it will be considered separately in the next section. Of the remaining areas, land around the present landfill sites and Tri-County Airport (outside of Phase One of the Erie Air Park Subdivision), offers considerable ground area for nonresidential development. This allows for additional ground to be available for more compatible nonresidential and/or recreational uses. Tri-County Airport, which is currently being studied by the Federal Aviation Administration could stimulate economic growth if improvements occur and the facility is designated as a reliever facility for Stapleton Airport. The other three economic development areas are positioned to take advantage of major interchanges on the highways located in the Compre- hensive Plan Area. The advantages of these areas will be the larger volumes of traffic passing the properties and reasonable access to the metropolitan area. The high visibility of these areas also create the opportunity to plan "landmark" developments, which will help create a positive identity for the Town. These high profile developments also 881065 4 1 12 create a challenge for Erie. If they are not contiguous to the existing Town, the developments need to be blended into the surrounding land uses, to make them part of the Erie community. Policies o An Economic Development Committee should be formed, including members of the Town Board, citizens, and business leaders of Erie. Efforts to attract major industries to Erie will boost employment and the tax base. o In addition to the normal reviews by the Town, the Economic Development Committee could be included as -a referral for comment on nonresidential proposals, prior to Town action. Proposals for Economic Development Areas should be considered on a case-by-case basis, using consistent criteria for evaluation of the impacts and benefits to the community. o The Town should cooperate with the Counties if developments are pursued in unincorporated portions of the designated Town planning area. The Town of Erie should pursue mutual endorsement of reviews of these projects. The Town should remain aware of any upcoming proposals by major landowners in the Comprehensive Plan Area. o The annexation approval criteria specified in the Primary Growth Area section of this plan should be used to judge annexations in the Economic Development Areas. Because of the outlying locations of these sites, additional criteria should also be considered: o The feasibility of providing services to outlying parcels should be investigated. No annexation should be approved if the revenues generated by the project do not cover the start-up and long-term costs of providing community services. o The Town should consider the effects upon the landowners within the unincorporated areas between the Town and the parcel to be annexed, especially the existing rural subdivisions. o The Town should refine its Comprehensive Plan to include guide- lines for uses along proposed major arterial streets. o The Town may wish to consider financial incentives to attract major employers to the Economic Development Areas. These may include tax abatements, issuance of industrial bonds, or other measures available to the community. 881065 4441 13 1"1 D. • NON-URBAN AREAS Areas within the Comprehensive Plan Area which are designated as w,s4 "non-urban" were selected because of one or more of the following � ," characteristics: distance from planned utilities and services, environmental constraints, natural resource development opportunities, 0 or other physical attributes. Policies � r o Non-urban areas should be preserved in rural residential, ?np agricultural, or other appropriate zoning categories compatible with Erie's present policies. Within these designated areas, the Counties and Town should cooperatively review proposed land uses and zoning for compatibility with existing land uses and the Town's Comprehensive Plan. Proposed non-urban land uses should generally have low density or intensity characteristics, produce limited traffic, have low visual and dust impact, necessitate a : special use review or be revocable in nature, have low environmental impact on adjacent uses, be left in open space, or $ reserved for recreational uses. E. TRANSPORTATION CORRIDORS fl The Town's main transportation corridors are Isabelle Road to the west, Weld County Road 8 to the east, and Northeast County Line Road through the center of the community, and State Highway 7 to the south. Erie ? should develop a roadway classification system and development policy ;rt to protect the traffic carrying capacity of its major and minor streets, yet permit adequate access to adjacent parcels of land. This system should fulfill the transportation needs of Erie residents and businesses while minimizing environmental and community disruptions. Policies n When transportation rights-of-way are used for annexation ° purposes, careful consideration should be given to adjacent land uses, development timing, appropriate streetscapes and buffering techniques, sign control, and roadway access. @k o 1 Pedestrian and bicycle travel within Erie should be encouraged by e� formulating and implementing a pathway plan which utilizes t+o existing man-made and natural features. o Due to the location of much of the proposed industrial areas along PP the entranceways into the community, a planned unit development or similar type of land use performance approach should be utilized for proposed industrial developments. Extensive low water consumptive landscaping and berming of industrial developments, especially those occurring along major arterials and collectors, should be required as part of the zoning and plan approval k,y process. 881065 ' r FO i1,4 14 qn o develop a street plan which identifies existing and future collector and arterial streets within the community and planning 'f area. A o The policies and regulations adopted should be oriented towards € having the owner or developer of land which significantly benefits from their proximity to or about the major streets, pay a reasonable share of the costs for constructing these streets. 414-o Develop a new east-west road connection from Northeast County Line Road south of "Old Town" to eliminate through traffic which presently uses local streets within the existing community. This would best be done by extending Isabelle Road northeasterly from "Alsal County Line Road to connect with Weld County Road #8 east of where it crosses the Union Pacific Railroad tracks. " i4 ,30 o Steps should be taken to obtain a new crossing of Burlington „"''s Northern Railroad property on the proposed alignment for the r„, extension of Isabelle Road. 'MA o Efforts should be made to transfer the Union Pacific Railroad " e crossing on Perry Street east of Kattel Street to a new location o4,' on an alignment of Briggs Street extended south of Perry Street. ''ik v, o Driveway cuts onto arterial and collector streets should be held I #1g . to a minimum of half and quarter mile locations respectively, in ?!gip order to preserve the traffic carrying capacity of such streets. o Steps should be taken to have regional transit service extended to {^'r Erie when a threshold of ridership occurs. This should provide a � transportation choice for the community. Space for a community a#9q transit center should be included in the planning of the new Town 44 Center. tt o Formulate a community sidewalk and pathway plan. Develop a policy ,* which requires that the needed rights-of-way are obtained and the 4Ii, sidewalks and pathways are funded by developers as an integral g part of new developments. Utilize the Coal Creek corridor as the 4 backbone for the pathway system. , r. o Develop a clear relationship of the Town's master street plan to the proposed W-470 roadway and the interchanges suggested at � 'S* Sheridan and Zuni Streets. sf ' F. LAND USE CONFLICT AREAS i, Generally, land use conflict areas can be related to specific environmental constraints. Issues of subsidence, airport influence areas, slopes, landfills and floodplains are the specific environmentalft constraints overlayed with current or proposed land uses that have ; ti 881065 r;,: IIII 15 1 Icreated areas of conflict within the Comprehensive Plan Study Area. Referral back to specific policies and issues of these environmental constraints may be helpful. iPolicies 8 y o Specific environmental constraint policies will dictate III conflict resolution where physically possible. g a _ o In areas where the physical mitigation of environmental problems 1 Imay not be possible or economically feasible, careful review of the overlying land uses will be necessary before develop- ment proposals can be approved. Io The Comprehensive Plan map designates areas of land use conflict. These designations should be periodically reviewed as new is information is received and appropriate amendments are made to the F I Plan. o Existing zoned, but undeveloped properties of the Town affected by I severe subsidence, the floodway of the 100 year floodplain, or lie within the Tri-County Airport Influence Area, should be redesignated to EPD (Environmental Protection District) or AD I (Agricultural District) if the owners have not achieved master plan status or initiated any site development plans. Annexed properties will be requested to work out a phasing plan and/or development schedule. IG. RURAL RESIDENTIAL AREAS There are six relatively large rural residential subdivisions within I the Comprehensive Plan Study Area. These areas are comprised of large residential lots and are non-urban in character. IPolicies o Consideration for existing, expanded, or new rural subdivisions I should be given. Specifically, the following policies should be followed for rural residential subdivisions which fall within the Comprehensive Plan Study Area: o Existing subdivisions should be respected and preserved. o New or expanded rural residential subdivisions, if undergoing approval processes in any of the adjacent counties, need to be reviewed and approved by the Town of Erie. Generally, subdivisions with ten (10) acre lots, or larger, and capable of supporting a septic tank or leaching field, will be considered favorably for approval. Each request, however, will be evaluated on an individual basis. 881065 -il 16 o Should the Town of Erie expand and become adjacent to any existing or approved rural subdivisions, development plans that Erie may approve, need to respect the adjacent non-urban uses and allow for buffering where appropriate. H. OPEN SPACE, PARKS AND RECREATION AREA V• Within the Erie Comprehensive Plan Study Area there are opportunities for enhancing and expanding the open space systems and areas of both Boulder County and the Town of Erie. Quality open space and/or recreational amenities that integrate regional and local systems, will enhance residential and economic opportunities in the area. Policies o Areas proposed for annexation will be reviewed for parks, recreation areas and open space. Lakes which can be used as water detention or storage areas, visual amenities or possible recreation areas will be promoted. Scenic high points, and places with significant vegetation, wildlife, or unique landforms need to be preserved. o Some lands will be dedicated for open space as part of the exaction requirements of development. Additional properties deemed necessary or desirable as open space may be purchased either by The Boulder County Open Space Program, the Town of Erie, or other private or public entities. The property owners should be appropriately compensated for such open space acquisition. o Open space may encompass other uses such as water storage areas or preservation areas. Open space may also be obtained through density bonus programs or density transfers, especially in areas less suitable for development due to environmental constraints. o Credit for open space dedication may be at a ratio less that one to one, depending on the useability and character of the land. Examples of land that may not be credited for dedication at a one to one ratio would be areas of severe subsidence or the designated floodways of the 100 year floodplains. I. RESIDENTIAL LAND USES Goal Assure that residential areas within the community are desirable places to live and that areas proposed for annexation are compatible r<`' with the existing community. 881065 _{:�. 17 Polities o The highest density residential areas should be located close to the future rommunity tore or proposed Town Center area. o Residential neighborhoods should be _protected from any land use activity involving an excessive level of -noise, pollution or traffic volume, as well as major transmission -and -distribution lines. o Efforts should be made to maintain and conserve existing desirable residential areas and -housing units in the Town of Erie. o A variety of living areas, housing types, and housing prices should be _provided appropriate to the needs of the community. o _Due to implications on community finances and image, only a small percentage of the new housing stock should be accommodated by mobile homes. Manufactured housing able to meet or exceed the Town's building codes are allowed. o Efforts should be made to upgrade the existing residential area of "Old Town Erie" through the development of parks, the paving of streets, and the provision of sidewalks. The rehabilitation of deteriorating housing units, and the removal of unsafe and dangerous structures -should occur. o The density of new residential developments should be keyed to such factors as topography, accessibility, proximity to public facilities and services, and the desired character of the Town of Erie. o Residential densities in newly annexed areas should average 1 to 4 dwelling units per -acre on a gross density. Varying densities on a net acreage basis, from single-family units (detached), to multiple-family units (attached), are to -he encouraged. J. NON-RESIDENTIAL LAND USES Goal Provide a positive political and _regulatory Environment which will he conducive to attracting a variety of new employment opportunities in keeping -with the desired character of the Town of Erie. Policies o An adequate amount of land should be subdivided in sufficiently large parcels and offered for development purposes. 881065 (t- )1 r � 18 c, hi it 5144 o , The community should encourage the location of only those t+ J'' employment o opportunities which will not create pollution problems G gnPP r` or significantly detract from the area's environmental amenities. fit,.,„ These activities should to financial and visual assets to the P I. r community. iv ,l,.? o Heavy industries should be encouraged to locate adjacent to the `.; present landfill sites and near the -active railroad line and major a streets such as the intersection of Weld County Road 8 and I-35. 4" Appropriate and adequate landscape treatment and graduation off uses from residential areas and adjacent roadways should he : `I[I . ti encouraged. 9il f , K. NEW TOWN CENTER ' $'r: The proposed Town -Center, located on Isabella Road west of and/or hi adjacent to Northeast County Line Road, provides an opportunity for " 4 economic development within the Town's boundaries. This area will g provide a strong focal point -within the Sown, linking the Old Town i il, and the Erie Ail park Subdivision with new growth areas. It'I�"' Policies t "'' yetii, i 4 o Development of the Town Center should be considered carefully, 4t with a thorough review by the lawn. For consideration, a plan II within the Town Center should provide a mixture of commercial and r' office uses, especially uses -which would Create a focal employment ! i and/or retail tenter for the Town. .4 I,J, ki, br, o -Because of the critical nature of this area, the Town should favor 's,'; projects anchored by committed tenants, and not to speculative n;, ;3 , buildings. 'MI o Special design review should be required in order to maintain an 41 architectural character compatible -with the Old Town Center and ; C; the rural village concept. ,"5' o Property owners with land in this area affected by subsidence M"gfi;z should carry out all necessary geotechnical studies prior to or as '01$14,g:' a dart of further zoning or site planning efforts. 1g yj'. o -A fiscal impact analysis -will be required to show -a positive " impact on the Town, school district, and other service districts. 44, o A market study will :be required to _prove existing demand, show y 1,e building and development schedules, and indicate commitment of e' " anchor tenants. 1 o The Town may wish to consider financial incentives to attract ' I'V major stores and businesses to the Town -Center. These may include 11 tax abatements, improvement districts or other special districts, 4 issuance of industrial bonds, or other measures. 881065 c 19 '!'/', o The Town's Existing business areas should be encouraged to redevelop, rehabilitate, and improve Existing structures. The 9 Town should consider programs to assist the property owners and merchants. a VII. Resource Development Goal ti Develop an understanding of the potential for the implications of; and h), 1J the means of controlling and/or benefiting from resource development ' activities in the area, such as gravel extraction, oil and $as, or rS a other natural resources. , , Policies rx : � o Undertake a detailed analysis of possible resource development ' activities An the area and the financial, social, and r environmental implications of such activities on the community 0 o Develop an understanding of the tools available to the Town of V Erie to control and/or benefit from resource development s' g' ;, activities within a two to three mile radius around the community. 4rt, o Formulate a resource development plan and policy for Erie which !, sets -down reasonable terms and Conditions by which resource 1 a. development activities might -be determined to be compatible with ;�Y,'Ji State legislation on the extraction of mineral resources. , o Development in areas which contain commercially feasible deposits of sand, gravel, and quarry aggregate, should not occur until the deposits are extracted or, when it can be, shown that the t° extraction would cause serious adverse impacts on existing development. , VIII. Design Duality tail PF % Due to the importance of protecting the image, character, and ,a liveability of the Town of Erie, it will be necessary that all future nonresidential developments and multiple family projects other than 4'1 'yyt single-family detached houses follow the Planned Unit Development 4r 1 process. This will allow the Town to analyze and act upon such requests _from the standpoint of their impact on neighborhoods, traffic, 41 visual character, overall environment, etc. This approach is of t,ak' critical importance to the future of the community. Due to its 11 pr importance, the owners of all existing zoned, but undeveloped, commercial and industrial lands should be required to go through the PUD process before development could be undertaken. This approach would benefit from the formulation, and ultimate adoption by the Town, of specific commercial and industrial planning and design guidelines. v,t F381065 4‘ - 20 IX. -Economic and Demographic Overview The Economic and Demographic Overview indicates that the Town of Erie will grow at a moderate pace during the next 20 to 25 years. The importance of this study is that it provides a guideline through which individual development plans can be judged. The numbers presented in this study are not static; they are simply the best prediction of the pace of growth for the community. The forecasts may change if the Town of Erie is able to capture a greater share of the regional demand. Policies i ? o Population, household, employment, and acreage forecasts should -be � updated periodically. o The demand for zoned acreage should be used as a rough guideline to review market studies included as part of individual did development proposals. 44 o The Town should use the demand acreage totals as a tool for , managing the inventory of zoned acreage. Excess supply may depress land prices, making development infeasible and incurring greater public _costs for services. An insufficient supply, on the , other hand, may inflate prices, making development too expensive a'. for the market to bear. o The Town should review existing undeveloped zoned land which possesses environmental constraints. Sfie Economic and Demographic Overview can also serve as a basis for -sighing priorities in the r?'d Town's Capital Improvements Budget. Various improvements may be Y '• judged by the marketability of the competing areas. o Capital Improvements should be carefully planned and staged to u ,'V manage growth and to coincide with realistic market absorption and Ap developers' commitments to assist in economic development. `?M o Existing zoning may be inappropriate and should be -considered for ry rezoning due to environmental, market, service, and other factors. X. Implementation Recommendations Goal p'k Formulate, adopt, and utilize a comprehensive plan implementation ; { program and strategy as the means of realizing the community's long , range plan. Policies l. ' o Upon adoption of the updated land use plan and policies, immediate and/or timely steps should be taken to amend the Town's zoning andf •4 subdivision -regulations. ij 881065 "`� 414, 1414) 21 o All future zoning approvals should be in conformance with the I Town's adopted land use plan and policies. 4 o In order to strengthen the sense of the Erie -community, steps should be taken at the appropriate time, to have all of the existing and future Town of Erie located in one school district - f the St. Vrain Valley School District RE-1J. 44 o Land use or annexation proposals which differ significantly from lf, the Comprehensive Plan should be preceded by appropriate amendments to the plan before service considerations are entertained by the Town. a§, #rye# XI. References and Source Material ti Barry, G. , T. Teague, D. Young, and D. Zelensky. Master Recreation s and Open Space Plan, Erie, Colorado. 1978. Boulder County Comprehensive Plan, Vol. I. Boulder County, 1978; 9Amendments, 1983. It; Boulder County Zoning Map. Boulder County, Colorado, Land Use Department, 1985. it! 41 City of Thornton Comprehensive Plan, Planned Urbanization Area. City of Thornton, nd. '7 City of Westminster Policy Document, Urbanization Area/Influence Area. City of Westminster, 1985. ti. Erie - -Analysis of Comprehensive Plan. University of Colorado. Boulder, Colorado and Denver, Colorado, 1977. Flood Hazard Analysis, Coal Creek and Rock Creek, Boulder and Weld Counties. U.S. Department of Agriculture Soil Conservation Service. Denver, Colorado, 1976. Flood Insurance Rate Map of Boulder County, Colorado. U.S. Department of Housing and Urban Development, 1979. X7,4 Geologic Hazard Area Map of Potential Ground Subsidence Areas in .# Weld County, Colorado. The Weld County Department of Planning Services, 1978. �( Lafayette Planned Urbanization Area (Amended). City of Lafayette, 1987. Olt Land Use and Street Plan, Town of Erie, Colorado. Town of Erie, Colorado, 1979. Master Plan. Left Hand Water Supply Company, 1977; Revised, 1986. 44 >' �lu.y 881065 u, ; 22 Project Formulation Study - Coal Creek Basin, Vol. I., Summary, M1l4 Conclusions, and Recommendations. Rocky Mountain Consultants, Inc. , 1974. r14t C,Sr St. Vrain Valley School District. Map. St. Vrain Valley School 9) District, nd. ?pp' Soil Survey of Boulder County Area, Colorado. United States Department of Agriculture, Soil Conservation Service, 1975. Town of Erie - Zoning Map. Town of Erie, 1987. Tri-County Airpark. Aerial Photo. Denver Regional Council of �fl Goverments, 1984. 201 Wastewater Facilities Plan, Erie Water and Sanitation District. Ray and Associates, Inc. , 1976. It Weld County Comprehensive Plan. Weld County Colorado, 1987. 1,14 Weld County Mineral Resources Extraction Plans, Vol. II. Weld County 4 Planning, 1975. s' Weld County Mineral Resource Study, Vol. 1. Weld County Planning,'' 1975. iii rHt, :ii , n . 1,4 'I o: . f 881065 _ _ _ _ 4 23 XII. APPENDIX A - MARKET STUDY 4,,,,J I. _Population and Household Growth „a I Introduction a° In this section, the population and household growth in the Town of `• Erie and the Erie Comprehensive Plan Study Area are forecasted through 2010. These _forecasts are based upon population estimates and forecasts produced by the Larimer Weld Regional Council of Governments (LWRCOG), the Denver Regional Council of Governments (DRCOG), Boulder r I and Weld Counti-es. This information is then used to produce forecasts of the total number of dwelling units that will be in demand in the town and the study area. This brief overview will be used in a subsequent section of this report to determine an appropriate amount of zoned acreage for Erie and the study area. r40 , Population Growth The Town of Erie contained 1,39D persons in 185 (See Table 1). From 1980 to 1985, the town had a small amount of growth, with an average yearly increase of 15 persons, or 2.2%. Through 2010, the town is44 forecasted to grow to a total population of 2,526, which represents an Iclj yearly average of 45 persons or 2.4%. The most rapid period of _growth `'r is forecasted to occur between 2000 and 2010. The Comprehensive Plan Study Area contains approximately 42 square mil-es. The total population within the study area is 'roughly 3 times I„t! as large as the town's. Through active annexation, Erie itself could capture a greater portion of the study area growth. In 1985, the study area is estimated to contain a total population of 3,1362. This total e, will nearly double by 2010, increasing to 7,046. The study area's annual growth will average 127 'persons or 2.0%. Like Erie, the study area will show its most rapid growth following the turn of the century. ia? Household Growth The total number of households has been forecasted based upon the household sizes in the 1970 and 19$0 censuses and 1985 estimates from C'?` DRCOG and LWRCOG. In 1985, the total number of households in Erie was estimated to be 483, with an average size of 2.89 persons per household (Table 2). This represents a slightly larger averagethan the 2.86 in the 1980 census. However, the average has declined from 3.23 in 1970 and is forecasted to decline slightly in the future, following national trends towards smaller households. By 2010, an average household size of 2.75 !ri' is forecasted. t .'t 881065 .�,, F'. a6 24 TABLE 1 ERIE STUDY AREA POPULATION FORECASTS . 0 A. Total Population `] 1970 1980 1925 1990 2000 2010 i ERIE 1,090 1,254 1,349 1,597 2,018 2,526 STUDY AREA 3,239 3,862 4,247 4,701 5,805 7,046 B. Average Annual Growth 1970-1980 1920-1985 1985-1990 l99D-2000 2000-2010 ERIE 16 1.4% 29 2.2% 40 2.7% 42 2.41 51 2.3% STUDY AREA 384 4.2% 269 2.3% 258 2.07. 326 2.17 351 2.07. 4114 E u Note: Annual averages rounded to nearest whole number. Numbers may not add up due to rounding. ft 114 Source: U.S. Census, Denver Regional Council of Governments (DRCOG), Weld County, Boulder County, Larimer-Weld Regional Council of Governments (LWRCOG), King & Associates, Inc. r 88 .06 L;: 'f f rjl N 25 I TABLE 2 ERIE STUDY AREA HOUSEHOLD FORECASTS N A. Total Households 1970 1980 1985 1990 2000 2010 ERIE 337 438 483 561 720 918 STUDY AREA 1,002 1,349 1,470 1,649 2,074 2,562 B. Average Annual Growth 1970-1980 1980-1985 1985-1990 1990-2000 2000-2010 ERIE 10 2.7% 9 2.0% 16 3.0% 16 2.5% 20 2.5% we STUDY AREA 35 3.0% 24 1. 7% 36 2.3% 43 2.3% 49 2.1% 11 Note: Annual averages rounded to nearest whole number. Numbers may not add up due to rounding. Source: U.S. Census, DRCOG, Weld County, Boulder County, LWRCOG, King & Associates, Inc. I I I I 881065 26 The total number of households in Erie in 1985 is estimated to be 483. In 2010, this total is forecast to increase to 918 an average annual increase of 17, or 2.6%. In the study area, the total number of households is forecast to increase from 1,470 in 1985 to 2,562 in 2010. The annual increase will average 44 households, or 2.2%. Demand for Housing Units in Erie The household forecasts provide the basis for forecasts of demand for housing units in Erie and the study area. The 1980 Census indicated that approximately 79% of the homes in Erie are single family units, 3% are duplexes, and the remaining 18% are attached or multi-family units. This breakdown is assumed to remain constant for all future years. The resultant dwelling unit demand forecasts are shown in Table 3. According to these forecasts, the total demand for single family units in Erie in 1985 was 382. This total is forecast to increase to 725 in 2010. The total increase in demand across the study period is 343, an average of 14 units per year. Demand for duplex units will increase from 14 in 1985 to 27 in 2010 and the demand for attached and multi-family will increase from 87 to 166. In the study area, the estimated total number of single family units in 1985 was 1,161. -In 2010, the total is forecast to be 2,024, an average yearly increase of 35 units. More data are available for single family dwellings, which represent the largest share of housing units in the study area. A market study produced in 1986 by Market Profiles indicates that a marketable project in the Erie area would have the following breakdown of single family units: Product Type Density Percent of Total Units Custom Lot 1.0 DU/Ac 6.7% Mature Family Move-up 1.5 DU/Ac. 13.3% Mature Family 2.0 DU/Ac. 13.3% Growing Family Move-up 2.5 DU/Ac. 16.7% Growing Family 3.0 DU/Ac. 16.7% Young Married Move-up 3.5 DU/Ac. 16.7% Young Married 4.0 DU/Ac. 16.7% Using these assumptions, the single family demand can be broken down into the demand for homes at various densities (Tables 4 and 5). These tables also indicate which Erie zone district would best accommodate the particular category of dwelling unit. Generally, the Erie market will continue to be comprised of low-density tract housing, primarily falling within the 1 to 3.5/ac. density range. Hence, most of the demand will be for land zoned RE-10, with smaller amounts zoned SR and RE-6 or RE-7. Because land in the Erie area is relatively less expen- sive than elsewhere in the metro region, larger lots are more 881065 hi 27 affordable. The small town setting that Erie provides is also better \\ suited for these products than for higher-density housing. } �\ | �} . . \ � 22 | �\ /( ( \\ | /} ( } ( a | \{ / , . � �} . �. 881065 \ I . W 28 STABLE 3 ERIE STUDY AREA HOUSING UNIT DEMAND FORECASTS dA. Total Units '! 1970 1980 1985 1990 2000 2010 ERIE Single Family 266 346 382 443 569 Duplex 10 13 14 727 16 21 27 il Attached/MF 61 79 87 102 130 166 TOTAL 337 438 483 561 720 918 ilSTUDY AREA 7 Single Family 792 1,066 1,161 1,303 1,638 2,024 Duplex 29 39 43 48 I60 181 244 266 60 74 298 376 464 TOTAL 1,002 1,349 1,470 1,649 2,074 2,562 I B. Average Annual Growth I1970-1980 1980-1985 1985-1990 1990-2000 2000-2010 ERIE ISingle Family 8 2.7% 7 2.0% 12 3.0% 13 2.5% 16 2.5% Duplex 0 2.7% 0 1.5% 0 2.7% 1 2.8% 1 2.5% Attached/MF 2 2.6% 2 1.9% 3 1.2% 3 2.5% 4 2.5% ITOTAL 10 2.7% 9 2.0% 16 3.0% 16 2.5% 20 2.5% STUDY AREA ISingle Family 27 3.0% 19 1.7% 28 2.3% 34 2.3% 39 2. 1% Duplex 1 3.0% 1 2.0% 1 2.2% 1 2.3% 1 2. 1% Attached/MF 6 3.0% 4 1.7% 6 2.3% 8 2.4% 9 2.1% ITOTAL 35 3.0% 24 1.7% 36 2.3% 43 2.3% 49 2.1% Note: Annual averages rounded to nearest whole number. Numbers may not add up due to rounding. Source: U.S. Census, I DRCOG, Weld County, Boulder County, I LWRCOG, King &Associates, Inc. 881065 gF { + 6 1 29 TABLE 4 TOWN OF ERIEI SINGLE FAMILY HOUSING UNIT DEMAND l' A. Total Units by Product Type 1970 1980 1985 1990 2000 2010 '! y 1/Ac (SR) 18 23 25 30 38 48 1.5/Ac (RE 10) 35 46 51 59 76 97 2/Ac (RE-10) 35 46 51 59 76 97 2.5/Ac (RE-10) 44 58 64 74 95 121 3/Ac (RE-10) 44 58 64 74 95 121 3.5/Ac (RE 10) 44 58 64 74 95 121 4/Ac (RE-7 or RE-6) 44 58 64 74 95 121 TOTAL 266 346 382 443 569 725 r� IB. Total Growth 1970-1980 1980-1985 1985-1990 1990-2000 2000-2010 1 1/Ac (SR) 5 27.8% 2 8.7% 5 20.0% 8 26.7% 10 26.3% 1.5/Ac (RE-10) 11 31.4% 5 10.9% 8 15.6% 15 28.8% 21 27.6% 2/Ac (RE-10) 11 31.4% 5 10.9% 8 15.6% 15 28.8% 21 27.6% 2.5/Ac (RE-10) 14 31.8% 6 10.3% 10 15.6% 21 28.4% 26 27.4% 3/Ac (RE-10) 14 31.8% 6 10.3% 10 15.6% 21 28.4% 26 27.4% TTT 3.5/Ac (-RE-10) 14 31.8% 6 10.3% 10 15.6% 21 28.4% 26 27.4% 4/Ac (RE-6/7) 14 31.8% 6 10.3% 10 15.6% 21 28.4% 26 27.4% '^ TOTAL 80 30.1% 36 10.4% 61 16.0% 126 28.4% 156 27.4% 4r Note: Numbers may not add up due to rounding. .t7 r,H. I Source: U.S. Census, DRCOG, Weld County, Boulder County, I LWRCOG, King & Associates, Inc. 1 I I 881065 a.. j J, P. r Y 30 il TABLE 5 f ERIE STUDY AREA ll SINGLE FAMILY HOUSING UNIT DEMAND i I A. Total Units by Product Type il 1970 1980 1985 1990 2000 2010 II1/Ac (SR) 53 71 77 87 109 135 fF. 1.5/Ac (RE 10) 106 142 155 174 218 270 2/Ac (RE-10) 106 142 155 174 218 270 2.5/ 132 178 194 217 273 337 , I 3/AcA(RE-10)c 0) 132 178 194 217 273 337 p 3.5/4/AcAc(RE-7 o0r) 132 178 194 217 273 337 RE-6) 132 178 194 217 273 337 llTOTAL 792 1,066 1,161 1,303 1,638 2,024 IB. Total Growth 1970-1980 1980-1985 1985-1990 1990-2000 2000-2010 I 1/Ac (SR) 16 33.9% 6 8.5% 10 13.0% 22 25.3% 26 23.9% 1.5/Ac (RE-10) 36 34.0% 13 9.2% 19 12.3% 44 25.3% 52 23.9% I2/Ac (RE-10) 36 34.0% 13 9.2% 19 12.3% 44 25.3% 52 23.9% 2.5/Ac (RE 10) 46 34.8% 16 9.0% 23 11.9% 56 25.8% 64 23.4% t° 3/Ac (RE-10) 46 34.8% 16 9.0% 23 11.9% 56 25.8% 64 23.4% f 3.5/Ac (RE-10) 46 34.8% 16 9.0% 23 11.9% 56 25.8% 64 23.4% I4/Ac (RE-6/7) 46 34.8% 16 9.0% 23 11.9% 56 25.8% 64 23.4% TOTAL 274 34.6% 95 8.9% 142 12.2% 335 25.7% 586 23.6%. I INote: Numbers may not add up due to rounding. Source: U.S. Census, I DRCOG, Weld County, Boulder County, I LWRCOG, King & Associates, Inc. I I 1 I p c 881065 ' J. 11 il il 31 l' il 1 `k ili II. Employment Forecasts il Employment Categories ilThe total employment of a community consists of two primary categories. The first category is basic employment, which is defined 4 as employment in export activities, selling goods and services outside il of the region. Basic employment is one measure of the strength of a local economy, as these jobs bring outside money into the economy. �. This employment category grows independently of the population. The more basic employment a community has, the more the community may be li economically independent, having a strong local economy. Without it, a community will remain primarily a bedroom community, from which the a` residents drive to their jobs in other communities. IllThe second category is non-basic employment, also known as support or local employment. This category primarily consists of employment in 11 the retail; finance, insurance, and real estate (FIRE); and service sectors. _Government employment may fall into either category; state and federal employment may qualify as basic in that they bring money into the local economy from outside sources. The total number of nt 11 support jobs is generally tied to the population growth, as these are positions which directly serve the community's population. I Non-basic Employment is In this report, the emphasis is on the growth of service employment. I Government employment in Erie is primarily local, so this category is included. The 4rowth of -basic employment cannot be readily predicted. Its growth is -dependent on the efforts of a community to attract export industries. A strong economic development agency, chamber of commerce, 1 and town board are -necessary, Especially for a community which is not well known for economic growth opportunities. • In 1983, total Denver regi-onal populati-on was 1,69_6,350. During that year, total retail employment was 149,300; total FIRE equalled _62,{00; total services, 192,200; and government, 134,500. Using these numbers, the :following ollowing multipliers emerged: retail Employment equals population jl Itimes .088; the multiplier for SIRE equals .037; , for services, .113, and for government, .079. The total support employment estimates for Erie and the study area are shown in Table 6. Total demand for non-basic Employment for the town of Erie is estimated to -be 449 in 1985, and is forecasted to -be 812 in 2010. The yearly "I d increase will average 15. Within the -study area, the total will increase from 1,364 to 2,262 during the same interval. Erie, the best location for these population-serving offices and retail centers, will most likely capture the majority of these _jobs. In fact, Erie has the opportunity to become an employment center for all of southwestern Weld I 881065 I 32 County. The other communities in the area, Firestone, Frederick, and Dacono, are located between the metro Denver-market and the Greeley market. Neither is particularly convenient and Erie, by providing retail, finance offices, insurance offices, and other services, may capture the business from these other towns. For this reason, a tertiary market area has been included in this analysis. This area includes all of Census Tract 20 in Weld County, which includes the three towns mentioned above. The total population forecast for the tertiary area is shown in Table 7. By including this area, the demand for goods and services in Erie would increase dramatically. Total demand for service jobs is roughly three times as large ASthe study area. The total demand in the tertiary area will increase from-4,063 in 1985 to 6,64-9 in 2010, an average increase of 103 jobs per year. Basic Employment As mentioned previously, forecasting demand for basic employment is difficult, as the amount of basic employment -may grow independently of population. Its growth is a -function cf the attractiveness of the area to tasic industries, which could be strongly influenced by the effort the town makes towards economic development. The attractions which Erie offers, including its -coal and oil resources, railway connections, airport, potential interchanges with the 470 beltway, and its access to the I--25, I-70, and the international airport, could make it a good location for future growth of -basic industries. The attraction of basic employment has spinoff, or secondary, effects on the town's economy. In addition to the added tax base and added employment, the presence of industry increases the -monetary flows in the town. The income generated by these industries benefits all parts of the local economy, in the forms -of greater retail expenditures, investment in local financial institutions, and investment in business expansion. This creates a growth cycle, as the increased spending induces more residential growth and more support employment. hence, the economic development effort may greatly benefit -Erie, turning it into the employment hub for the small communities in the region. 881065 11 J' St' 33 TABLE 6 II ERIE STUDY AREA DEMAND FOR NON-BASIC EMPLOYMENT if A. Total Jobs Il 1970 1980 1985 1990 2000 2010 il ERIE Retail 96 110 123 141 178 222 FIRE 22 25 28 32 40 51 I,i. Services 148 171 190 217 274 344 liGovernment 84 97 108 123 155 195 TOTAL 350 403 449 513 647 812 tll , STUDY AREA Retail 285 340 374 414 511 620 II FIRE 65 77 85 94 116 141 Services 441 525 578 639 789 958 Government 249 297 327 362 447 543 IlTOTAL 1,040 1,239 1,364 1,509 1,863 2,262 e TERTIARY AREA (Inc. CT 20) h,II s Retail 658 995 1,114 1,227 1,515 1,823 FIRE 149 226 253 279 344 414 Services 1,016 1,538 1,721 1,897 2,341 2,817 'II " Government 573 871 975 1,074 1,325 1,593 ; TOTAL 2,398 3,630 4,063 4,477 5,525 6,64-9 -r' L�II i li to II . - I 88106 I lip 34 IllTABLE 6 (CTD.) i lilB. Annual Average Growth 1970-1980 1980-1985 1985-1990 1990-2000 2000-2010 II ERIE Retail 1 1.4% 3 2.3% 4 2.8% 4 2.4% 4 2.2% WI FIRE 0 1.3% 1 2.3% 1 2.7% 1 2.3% 1 2.5% Services 2 1.5% 4 2. 1% 5 2.7% 6 2.4% 7 2.3% Government 1 1.4% 2 2.2% 3 2.6% 3 2.3% 4 2.3% leTOTAL 5 1.4% 9 2.2% 13 2.7% 13 2.3% 17 2.3% STUDY AREA Id Retail 6 1.8% 7 1.9% 8 2.1% 10 2. 1% 11 2.0% FIRE 1 1.7% 2 2.0% 2 2.0% 2 2.1% 3 2.0%. Services 8 1.8% 11 1.9% 12 2.0% 15 2. 1% 17 2.0% Government 5 1.8% 6 1.9% 7 2.1% 9 2.1% 10 2.0%ll TOTAL 20 1.8% 25 1.9% 29 2.0% 35 2.1% 40 2.0%. le TERTIARY AREA (Inc. CT 20) Retail 34 4.2% 24 2.3% 23 2.0% 29 2.1% 31 1.9% FIRE 8 4.3% 5 2.3% 5 2.0% 7 2.1% 7 1.9% a Services 52 4.2% 37 2.3% 35 2.0% 44 2.1% 48 1.9% Government 30 4.2% 21 2.3% 20 2.0% 25 2.1% 27 1.9% TOTAL 123 4.2% 87 2.3% 83 2.D% 105 2.1% 112 1.9% Note: Annual averages rounded to nearest whole number. Numbers may not add up due to rounding. - illSource: U.S. Census, DRCOG, III Weld County, Boulder County, LWRCOG, King & Associates, Inc. ll II 881065 11 I t 35 TABLE 7 ERIE STUDY AREA TOTAL POPULATION INCLUDING WELD COUNTY CENSUS TRACT 20 A. Total Population 1970 1980 1985 1990 2000 2010 ERIE 1,09-0 1,254 1,399 1,597 2,018 2,526 IISTUDY AREA 3,239 3,862 4,247 4,701 5,805 7,046 TERTIARY AREA 7,472 11,309 12,656 13,948 17,211 20,716 B. Annual Average Growth 1970-1980 198D-1985 1985-1990 1990-2000 2000-2010 ERIE 16 1.4% 2-9 2.2% 40 2.7% 42 2.4% 51 2.3%II STUDY AREA 62 1.8% 77 1.9% 91 2.1% 111 2.1% 124 2.0% ft TERTIARY AREA 384 -4.2% 269 2.3% 258 2.0% 326 2.1% 351 1.9% Note: -Annual averages rounded to -nearest -whole number. Numbers may not add up -due to rounding. Source: U.S. Densus, DRCOG, Weld -C-ounty, ;t Boulder County, LWRCOG, King It Associates, -Inc. I I4 Y(• e' I 881065 1 I ' I 36 III. Factors Influencing Demand This study has assumed an historical, hence conservative, perspective E on future growth in the Erie Comprehensive Plan area. However, there are other factors and influences which could substantially expand Erie's potential for growth. The market demand for additional land could hold a much greater future for Erie than the past would !h indicate. These factors are: i.0 IF 1. W-470 final alignment, interchange location, and timing. 1 2. Airport (Tri—County Airport) expansion and feasibility as a general aviation airport. 1 3. Ability of the two landfills to expand, compete favorably in the metropolitan marketpl-ace, and be a _compatible neighbor with the Town. . l 1 4. The extent of oil and gas exploration or other viable extraction ll m capability of sand and gravel. ;3 I S. Ability of -Erie to attract high -quality/high tech uses or other free-standing industrial plants -such as the existing farm ' equipment manufacturing plant. f II6. Ability of the Erie Water and Sanitation District to pursue developers aggressively through competitive pricing and the expansion of its supply of -rater.11 7. The market for Yetirement and/or luxury homes as part of the "greater Boulder/north metro area." r I These factors could substantially expand the market for growth in the i.' greater Erie area and be reasons for the community taking a bold, I aggressive, future-oriented policy toward growth and development. These factors, plus the Town's attitude toward growth and pursuit of an active economic development policy, tould easily double projected 'd demand for izoned acreage as described in the next section. 119 "+, I ,, Iqr llIr 881.,0615 I x ;. I ',. till I 37 iIV. Demand for Zoned Acreage I :'. Residential Acreage i I''A Tables 3 and 4 showed the total dwelling unit demand forecasts in the I Erie market. In this section, the demand will be converted to demand for-residential-acreage. The densities shown in Table 4 are multiplied II . by the number mf units in that category. Table 8 shows the resultant s; I acreage demand, compiled by zone district. Most of the product types shown in Table -4 would be built in the RE-10 zone, with smaller amounts 11 in ER and either RE-6 or RE 7. For the town of Erie, the total demand for acreage in SR is forecast to be 48 in 2010. For RE-6 or RE-7, the total for 201-0 is 30 acres and for RE-TO '236.5 acres. '` The total Remand for duplex units has been converted to acreage by I assuming an average density of 7 dwelling units per acre. The resultant 2010 demand is 3.9 acres, which could be handled by any of the MF zones. The attached/ multi-family category could also fit into 1'.? I any of these zones. Using an assumed average density of 15 units per acre, a total 2010 multi family acreage demand ..-of 11. 1 acres is forecast for Erie. The total Erie -residential acreage demand -will be p. 325.5, an increase of 156.2 acres from 1985. ,II a, The total residential demand for the study area in 2010 will be 919.4 ,I acres, an increase of 392.1 acres -over the 1985 total. The largest . ll share is anticipated to be in the -RE-10 zone, -which is forecasted in 2010 to total 658.4 acres. Conversion of net to gross acres is discussed below. llB. Non-Residential Acreage To convert service employment totals to acreage, the following I assumptions were used. The employee to square feet numbers were based upon industry averages. The square footage to acres conversion factors are based upon average floor area ratios (FARs) used on projects l, ! 1 throughout the metro area. I 1. Retail: Employment to square feet: 400 sq. ft./employee Square footage to acres: 11J,000 sq. ft./acre I2. Service, FIRE, and Government: I+ Employment to square feet: 250 sq. ft./employee ;, I Square footage to acres: 13,000 sq. it./acre , r' The non-residential acreage figures in 'fable 9 show the results of Gr I these calculations. For the town of Erie itself, the total demand for non-residential acres will increase from 10.0 in 1985 to 20.2 in 2010. , B81065 I 1; 38 TABLE 8 IIIII ERIE STUDY AREA DEMAND FOR RESIDENTIAL ACREAGE 10 1970 1980 1985 1990 2000 2010 Illi ERIE SR 18.0 23.0 25.0 30.0 38.0 48.0 RE-10 85.7 112.8 124.7 144.2 185.5 236.5 RE-6/7 11.5 14.3 15.8 18.3 23.5 30.0 Duplex (MF) 1.4 1.9 2.0 2.3 3.0 3.9 Multi-Family (MF) 4. 1 5.3 5.8 6.8 8.7 11.1 Total Res. Acres 120.7 157.3 173.3 201.-6 258.7 329.5 STUDY AREA SR 53.0 71.0 77.0 87.0 109.0 135.0 RE-10 258.2 347. 1 378.5 424.1 532.5 658.4 RE-6/7 32.2 44.3 48.0 54.3 68.5 84.5 Duplex (MF) 4. 1 5.6 6. 1 6.9 8.5 10.6 Multi-Family (MF) 12.1 16.3 17.7 19.9 25.1 30.9 Total Res. Acres 3_60.2 484.3 527.3 592.2 743.7 919.4 Source: King & Associates, Inc. 881 065 I39 II ITABLE 9 ERIE STUDY AREA IlDEMAND FOR NON-RESIDENTIAL ACREAGE II 1970 1980 1985 1990 2000 2010 1 ERIE Retail 3.8 4.4 4.9 5.6 7.1 8.9 Services 2.8 3.3 3.7 4.2 5.3 6.6 I Office 2.0 2.3 2.6 3.0 3.8 4.7 (Govt. & FIRE) ilTOTAL 8.6 10.0 11.2 12.8 16.2 20.2 STUDY AREA Retail 11.4 13.6 15.0 16.6 20.4 24.8 II Services 8.5 10.1 11. 1 12.3 15.2 18.4 Office 5.8 7.2 7.9 8.8 10.8 13.2 (Govt. & FIRE) 11 TOTAL 25.7 30.9 34.0 37.7 46.4 56.4 TERTIARY AREA • 11 Retail 26.3 39.8 44.6 49.1 60.6 72.9 Services 19.3 29.6 33.1 36.5 43.0 54.2 Office 13.9 21.1 23.6 26.0 32.1 38.6 (Govt. & FIRE) TOTAL 59.7 90.3 101.3 111.6 137.7 165.7 II Sourre: King & Associates, Inc. II II I ll 881065 1 II mp 1 . I 40 I When the entire study area is considered, the 2010 demand increases to 56.4 acres and when the tertiary area is included, the total is 165.7 ; acres. Thus, by actively pursuing the development activity in the il north metro/ southern Weld area, Erie could capture a significant portion of this non-residential acreage. If Erie captures the maximum level of growth, the market area will I create a demand for more than 70 acres of retail, allowing the construction of either two community-size shopping centers or one com- ° munity center and three neighborhood centers. Community centers I generally contain 25 to 35 acres and are anchored by one or two department/general merchandise stores. A neighborhood center can range from just a few acres up to 15 or 20. These centers are frequently anchored by a grocery store.I In addition to the retail growth, the service and office uses will generate demand for 100 acres. The space for these uses could be I either a downtown- type business area, featuring small setbacks and a dense streetscape, or a campus type office park, which would typically include large setbacks and extensive landscaping. In addition to these acreages, a supply of industrial ground is 4 necessary for the basic employmentgrowth. The land along the railroad 1 tracks and near the airport could make an attractive environment for I industrial uses. The amount of landscaping and design treatment for the industrial areas will vary according to the individual user. A flexible approach to zoning standards will help attract the largest I number of uses to the Erie market. A single industrial user such as a Kodak or other free-standing Fortune 500 company might -require several hundred acres. ; IThe total demand for acreage within the Comprehensive Plan could _range from 1,453 to 3,018 gross acres depending on land use intensities, increasing basic employment, ="a. p yment, and changes in housing market and I commercial market patterns (see -Table 10). Assuming that about twice as much land should be available for development to take into account factors of ownership, supply, utilities, and availability, Erie might anticipate having between 2,'900 and 6,000 acres available for develop- I ment by the year 2010. I r I j r , t I 1 881965 4: i i U 41 TABLE 10 LAND USE DEMAND SUMMARY 2010 High-Side Low-Side Estimates* Estimates** Net Acres Gross Acres Gross Acres Residential 920 1,140 2,280 Commercial Retail 70 86 172 Office/Service 93 115 230 Industrial 90 112 336 TOTAL 1,173 1,453 3,018 * historic ** including positive growth factors .Source: King & Associates, Inc. 1 I I I I 2.SI.'0 5 I a '441 �—.• X71 ry , 'ads d sy �y`„�'p *ir'--/ff. 4. . ii ey rr+ r x xj' .•��,:: � _at ,+S '>�� k�. ms" • µ*�ic`*7', �7 l' �(J a' ;'.." - `b r �% # fin-" .; y ,.y0,,„„ t M 1.„ .....7 7W, s 'N x /: wZ K bra'>'8#' y, !✓ i �, 4 �'. ` �.,, ',° 'i . 443<B' .sy y�t S �^ • ' yy� yy 4. ₹,. s r : -4,343:;:y a ,"'_ c� Ai. ,yy Y.3;_*,- x 3:_,., a sT tig" 'ff :'A R p* '"14‘.. e,_ -▪ has 3", t,. -,▪ ,,4, c. .,:---4.4-'ts + `. .r. ‘ •'`"-t o. ��3 i�4' 43 •7 a `„'g £ ** 4 §. ar $' , A'x• * fi 3" Y 0-* a ? i •F s •0 1 t r e r'"•qae '5 .{t'k ,� g,-� t2 "y *s • ,* , .t$ '''',4* 7.4 .r x?� ' txa' r .yid �.�a-, ?^ 5 fp k k n•' < .. � - 43''4`t J ' 4 pr. . r t a gs"' w r ' h t : ' w . t r* r .'.. F.+I's^ it f'i y, b. j4F`{ iYk�'F . Y ii r. i tr>s rY ';'. ' . a 'y- s "M Y 3 it 'a 7s' . k•.• a"' c 0' 1 _,ter _ . I p" FXH�giT I Venerable Business of scrap steel in the world. The collection of scrap metal for But a huge supply is only one of reuse in another form is one of the the reasons why scrap metal is oldest of the world's occupations. important to Americans. In its The reasons are quite simple: efforts to compete with foreign pro- On the one hand, shaping things ducers of steel, the American steel out of metal nearly always results in industry is increasingly turning to some of the metal being left over. low-cost scrap as the preferred raw And, of course, like most objects, material for new, energy-efficient those made of metal eventually electric furnaces. Indeed, the wear out or become unwanted. resurgence of the American steel Thus, scrap metal has for some industry is in large measure 5,000 years been among the rarest attributable to cooperative efforts of all commodities: a manufactured between innovative steel manufac- resource. turers and market-sensitive scrap On the other hand, early metal traders such as The David J. Joseph workers learned an important Company. lesson environmentally-sensitive people have been relearning in more modern times: it is less waste- ful of nonrenewable resources and energy to maximize use of a man- Founded in 1885, The David J. ufactured resource than it is to Joseph Company is the oldest and refine metal out of ore. largest ferrous scrap broker in the Since ancient times, the role of United States and a company of the scrap trader has remained considerable financial strength. essentially the same: collecting Although The Joseph Company's scrap from the multitude of sources annual sales typically exceed $500 from which it is produced and sell- million, most of the company's ing it to the relatively fewer people significant capital requirement is who can turn it into something eco- satisfied internally, from the nomically more useful. accumulation of prior earnings. In the United States today, scrap When needed, we also have signifi- is a vital multibillion dollar busi- cant borrowing capacity because of ness. This is partly because a a long history of good banking consumer-driven economy like ours relationships. produces an unusually large Additionally, we have behind us amount of scrap. Seven to nine mil- the financial strength of our parent lion automobiles, for example, are organization, SHV Holdings N.V. of scrapped annually in this country. Utrecht, The Netherlands. SHV Because of the work of the scrap Holdings purchased our company industry, what could be an enor- in 1975. With more than $2 billion in mous disposal problem actually assets, SHV Holdings is a large, pri- represents the largest single source vately-held company, with interests 1 pp . 881065 • in energy, raw materials trading, here Scrap Comes From and wholesale and retail distribu- And How It Is Used tion of a wide variety of consumer Everything made of metal even- goods. tually becomes scrap—frequently While most of our trades range many times over. from 50 to 5,000 tons, we have the Old automobiles and trucks, it ability to ndle transactions railroad cars and tracks, ships exceedingha 50,000 tons and in dollar and airplanes, steel beams from values of$5 million or more. At the dismantled buildings and bridges, ,. same time, we continue to serve discarded machinery and farm '.' hundreds of smaller customers on implements, even unwanted house- e a regular monthly basis. hold appliances, are all raw material One of the customs of the for the modern scrap processor. domestic scrap business is for the Indeed,over half of all commercially- broker to advance a percentage of traded scrap was once something the purchase price to a seller at the that was brand new and highly time of shipment, with the balance prized. to be paid when the buyer accepts It is the job of the scrap collector the shipment. Because of The David to acquire these objects from J. Joseph Company's financial homes, farms, factories and demoli- strength and reputation for integ- lion firms and sell them to scrap rity, we are frequently considered processors. Processors separate a preferred buyer or seller. these items into various kinds of Another reason why many metal and then prepare each kind of buyers and sellers prefer to deal metal into a reusable size. Using with us is that we have pioneered giant and very expensive elec- the development of interactive rec- tromagnets, shears, shredders and ords processing with those of our balers, scrap processors are in a customers who are seeking to add highly-mechanized capital-intensive efficiency and reduce paperwork. manufacturing business that The David J. Joseph Company produces an important national makes use of today's most sophisti- resource. And it does so with star- cated communications equipment in fling efficiency; modern equipment order to organize and coordinate reduces an automobile to fist-size huge amounts of information. Com- pieces of scrap metal in less than a puter links between our corporate minute. headquarters and some selling and Scrap is also generated by indus- purchasing companies provide vir- trial companies as a by-product of tually instant communication on manufacturing. Industrial scrap— important aspects of transactions which accounts for the rest of the and foster administrative efficien- commercially-traded scrap is pro- cies by eliminating substantial duced whenever metal is punched, volumes of paperwork. cut, drilled or turned. In some 2 881065 $ ' :: ' „ y. is ; r 4..' r ' '� :R v - :•1”„„-,r7,..-00 4 1 ltzar VS% ►; .'`` +44r ' ,s tz t. � 4* a. a i 1i. Ilky- .. A it Q., Ye _ . . +x'.. �$1 .si :} . . ..+ fix ,•_ _ r�,.1, — ! ill) '^w.• rill . - _ .% .� 1 t • Much of available scrap is a by-product of manufacturing, in this case from an automated lathe. Brokers can find buyers for scrap from broad markets and can supply industrial scrap sellers with consulting services in handling, processing and shipping. 8813&5 • �.. ,. '' � xn a '..I� �.. ! Q0.\ rP ----sce"." ri- "' a ' `*� \, • Ott ,. , " +'t +,, ij e k: e • cases, industrial scrap is collected ceeding month. Brokers and large by the companies that produce it processors query steel mills and and recycled for their own use. foundries before the end of each in most cases, though, industrial month to determine their scrap scrap becomes a commodity for sale requirements for the next 30 days. , e( et" to other metal users. Armed with this market informa- Modern steel mills, many using lion as an indicator of demand, energy-efficient electric furnaces, brokers and dealers offer bids to s ' use over two-thirds of the 35 to 50 the industrial sellers. million tons of ferrous scrap that are Less than half the scrap sold in purchased by U.S. consumers each any given month is traded in this r� . . year. Iron and steel foundries manner. But because they are com- account for the rest. petitive open-market transactions, Whoever uses the scrap is again these trades are an important public turning it into a product of greater indication of the trend in scrap i/ICI 1„I,_ : economic value, which will some- prices during the coming four-week t 'e day itself again become scrap. period. Scrap prices are volatile and highly sensitive to changes in sup- y i Ili r ,i i I iii, ' .,,;, 1 ply and demand, like most raw Shat The Scrap Broker material commodities. When the Does economy turns sluggish, prices Most scrap iron and steel is become depressed and this, in turn, traded between producers and con- shrinks available supplies. When sumers through scrap brokers, of the economy heats up again, scrap which The David J. Joseph Corn- prices are bid up, sometimes to pany is the largest in the country. high levels. These higher prices There are no organized exchanges encourage collection of more scrap or allow consumers to procure more for trading iron and steel scrap. instead, it is these brokers a distant supplies, and this even- relatively small, well-informed tually eases price levels back down. group who buy and sell scrap for and from their own accounts who make a nation-wide market for he Joseph Company Trader scrap. It is a market that pulses to a Because of our size, economic unique monthly rhythm. Most steel strength and more than 100-year- mills and foundries operate on 30- old reputation for integrity, The day purchasing cycles. In part, this David J. Joseph Company plays a is because many large industrial uniquely important role in the scrap sellers list for bids at the end American scrap industry. of each month the tonnages of scrap And, in turn,Joseph Company they expect to generate in the suc- traders are also unique. • 5 831365 • About 40 in number,Joseph which they can make their scrap Company traders are carefully more valuable to buyers. And they recruited from a variety of academic also frequently counsel buyers and industry backgrounds. Those about new sources or alternative selected desire recognition for grades of scrap that can make their individual accomplishments, dem- operations less costly. onstrate the ability to interact Important as these individual effectively with people and share an efforts are, though, the Joseph eagerness for entrepreneurial Company trader is far from alone. responsibility early in their careers. While each of our traders is essen- The few selected each year from tially in business for him or herself, among hundreds of applicants learn our company has a strong cultural the scrap business in a thorough, heritage of cooperative efforts, both thoughtfully-designed training among traders in a single office and program. They are then assigned among offices. Traders do not corn- to one of our district offices and peteagainsteachotherforbusiness, immediately given complete but rather cooperate with one responsibility for their own another for the mutual benefit of accounts, which they develop with our customers, our company and the guidance of experienced traders. themselves. Joseph Company traders learn Additionally, we back up the quickly that one key to their success individual knowledge of our traders is information, part of which they with resources that are unequalled gather on their own. This search for in the scrap business. information about both supply and For one thing, Joseph Company demand for scrap in their own ter- traders exchange up-to-the-minute ritories puts the Joseph Company information about sales, purchases, trader on the road 30 to 40 percent opinions and (rends via a unique of the time each month. infra-company teletype system that During this time, traders culti- links all our traders with each other. vate customer relationships and Hundreds of messages about pur- become familiar with the offerings chases and sales, prospective new of scrap sellers and needs of scrap buyers and sellers, news about buyers, both of which are included upcoming needs and other key among their accounts. pieces of information flow back and This is far from passive work, for forth across the country each day. Joseph Company traders recognize Besides giving market informa- that theirs is a service business in tion, this system vastly expands which their knowledge and exper- geographically the reach of Joseph rise can be put to work by both the Company traders and the buyers sellers and buyers with whom they and sellers with whom they work, trade. Joseph Company traders fre- providing a national, rather than quently counsel sellers on ways in just a regional, market. 6 881065 • 44. 0: . :-..".%-y^' _ .4.7 * .... iiiiitt g.• vd.. ♦ Joseph Company traders spend a large part of their time in the field, visiting customers at industrial plants, dealer-processor yards, mills and foundries to exchange information on mutual problems and future needs. 881065 • For another thing, our traders total cost of any scrap shipment. have on call the substantial resources In an era of transportation of the company for which they work. deregulation, expertise and the '. These resources include technical ability to negotiate rates with a --. -. personnel to counsel both buyers solid background of information ,,-tom and sellers on ways to make their are critical. .,- ..',§c.,- operations more profitable, trans- Providing Joseph Company portation experts to devise and traders with both the expertise and , negotiate speedy and low-cost negotiating ability is the job of The delivery systems and schedules, a David J. Joseph Company's Trans- staff metallurgist to assist with portation Department. Staffed by ae�T ` '` quality control concerns of buyers specialists in rail, truck and barge F and sellers and a statistical infor- shipments and backed by a com- .� mation unit that puts current data puter data base containing half-a- on everything from long-term in- million applicable rates that is dustry trends to the trading records updated daily, The Company's of individual buyers and sellers at transportation experts negotiate and the Joseph trader's fingertips. monitor administration of contract Perhaps more important, freight rates, coordinate complex though, each Joseph Company intermodal movements and main- trader has behind him or her the tam important direct relationships reputation of a solidly-financed with transportation carriers. Our company that settles its accounts Transportation Department gives quickly and for more than 100 years our traders a competitive edge in has always kept its word. this important part of the business. Despite the amount of market As an additional service to The information they have, it should be David J. Joseph Company's custom- noted that we do not expect our ers, our Transportation Department traders to make a profit by speculat- assists in planning for and selecting ing on scrap prices. We buy and sell the most efficient, low-cost mode only in amounts we believe are nec- of transportation and in securing essary to fulfill our commitments. special equipment that may be necessary for certain shipments. oing Things Better/ Information Data Base Doing Better Things The Joseph Company's state-of- the-art Statistical Department is another of the services that gives Transportation our traders a competitive edge. Scrap is heavy and bulky. This The information system informs means that transportation cost can all Joseph Company offices daily often be a significant part of the about significant new scrap con- ;• ....t 9 881065 tracts. In its memory banks are be filled. These plants process scrap details of individual contracts and —mostly automobiles and railroad ' ° three decades of scrap price quota- cars—with state-of-the-art equip- . -? 't lions from trade publications, the ment and under the most complete trading history of various environmentally-correct conditions. buyers and sellers and a wealth of Our management of scrap pro- other detail to help guide Joseph cessing plants has made us experts Company traders. in the logistics and handling of Customers thinking about build- scrap and related materials. We are elf' ` ing a new facility or expanding an using this expertise to provide slag ,1 "� , existing one can call on our Statistical processing and scrap management ft ' ' Department for detailed scrap avail- services for electric furnace steel Kability studies of their region, mills and also to develop effective projected changes in supply and ways to recover recyclable metallics w, `e. '; demand, freight structures that from municipal waste. "' ` might influence movement in and ^` '"��`. � out of their marketing area and tradi- Quality Management lionl market differentials that might As a service business, The David impact this important decision. The Statistical Department also J. Joseph Company recognizes that provides valuable statistical tools for one of the important keys to our The David J. Joseph Company itself, own continued success is our grow- arming the company with informa- ing ability to help the people with tion for forward planning and for whom we do business improve their monthly performance evaluations of profitability. Assistance with key business segments. The depart- operational matters involving quality ment also uses the information it and quality control is one important receives and stores and the ana- way in which we can do this. lytical skills of those who run it to Our staff metallurgist is con- stantly on call to help our customers identify scrap industry and other economic trends that could influ- work out ways to manage more effectively the quality of the scrap ence in an important way both The they process or steel they produce Company and our customers. from it. It's his job to stay on top of Plant Operations changes in steel industry technology P and use this knowledge to help both The David J. Joseph Company buyers and sellers we do business operates more than a dozen of its with realize greater returns on their own scrap processing plants. These investment in equipment, raw plants have been established in materials and personnel. parts of the United States where we have important customers for high quality scrap, but few independent processors by whom this need can 10 881065 }fY{ • • 41. - "4.¢ • t c. • _ .... . ' %14 • _ •ttI 'S • f• (ill • V Joseph Company people are well-trained, well-directed and motivated. Here, a switch engine operator hauls gondola cars loaded with scrap to a nearby steel mill. 881965 Railroad Equipment Leasing and States and in the Far East, Europe Marketing and South America as well. Another example of our con- Although a relatively new and tinuing effort to offer useful services growing venture of The Joseph to our customers is the special divi- Company, the Nonferrous Division sion that we have established to has already become an important work directly with railroads, ship- factor in nonferrous scrap metal ' pers, banks and other companies markets around the world. 410‘ who own and lease railroad cars. Wira We provide rail equipment Worldwide Market financing and portfolio manage- In an effort to assure our North ment along with evaluation services American and overseas customers for owners of railroad rolling stock. access to up-to-the-minute informs- - This helps our customers to utilize tion about scrap availability and their rolling stock in the most cost- prices all over the world, The David effective manner, including the J. Joseph Company has established maximization of residual values an International Division. This divi- when the equipment is refurbished sion develops information that will or retired from service. impact supply and demand for Our Railroad Equipment Leasing scrap in the U.S.A. or abroad and and Marketing Division (RELM) will acts as a trader to import and export purchase, sell or lease rolling stock scrap and other iron-bearing mate- for railroad interchange or private rials to and from the United States in-plant service; refurbish/rebuild as well as between other countries. and market rolling stock; sell or purchase railcar parts; purchase retired cars and disassemble them for scrap and reusable parts and provide a reliable outlet for reusable rail and track hardware. Nonferrous Metals The Nonferrous Division of The David J. Joseph Company is one of the leading exporters of nonferrous scrap from the United States. In addition to handling sales of metals generated in The Company's own processing plants, the Nonferrous Division, from its centrally-located office in Cincinnati, trades nonfer- rous metals throughout the United Lawrence E. Emch Yard Manager 12 The David J. Joseph Company 3567 Weld County Road 48 881065 P.O. Box 127 Co lorado Colorado 80516 303/442-0702 7- AS'S iIV it ',lib V A 0 I a. ISIS II% ./� he David J. Joseph Company scrap (obsolete, industrial or mill was founded in 1885 and is the origin); rerolling grades such as oldest ferrous scrap company in Plate, Rail and Slabs and other I the United States. We are also the iron-bearing materials including U.S.A.'s largest broker of scrap Pig Iron, DRI and HBI. The Inter- - metal and the only one that offers national Division has established a comprehensive inside view of its head office in Cincinnati, Ohio, The David J. Joseph Company the U.S. market to overseas and operates branch offices in buyers and d sellers. As a large and London and Philadelphia. International Division I' 300 Pike street established firm, we offer our cli- Ferrous scrap buyers and sell- Cincinnati,Ohio USA 45202-4214 ents the security of dealing with ers all over the world can benefit (513)621-8770 a company that, on its own, is from the unique position of The TELEX:241490 JOSEPH CIN of substantial financial strength. David J. Joseph Company in TWX:8104612809 JOSEPH cx CIN And, in addition, we have the world scrap market. As the TELEFAX:(513)621-4010 behind us the financial strength United States' largest scrap broker of SHV Holdings N.V. of Utrecht, and a major processor in its own The Netherlands, our parent right, The David J. Joseph Com- organization. SHV Holdings is a pany has both a long-and short- large, privately-held company, term view of the world market with interests in energy, raw that is unmatched anywhere. materials trading and wholesale At the same time, the Interna- and retail distribution of con- tional Division offers our North sumer goods. American customers both knowl- One of the strongest traditions edge about world markets and of The David J. Joseph Company access to those markets that can is that of providing the highest enhance their own operations. possible level of service to all cus- If you are not now a David J. tomers. It is in the spirit of this Joseph Company client, perhaps tradition that we have established our International Division is an- an International Division to be a other reason why you should be. worldwide supplier of ferrous For more information please call: 881065 V A he Twice-Unique Supplier Serving Financial Institutions and Railroads • The David J. Joseph Company's Here are some of the services you \ Railroad Equipment Leasing and can get with one stop at The Joseph Marketing Division offers an array Company's RELM Division: of services to owners of railroad • Purchase, sale or lease of railcars equipment that is unique in two for interchange service or private, a different ways: intra-plant use. th. • We are a full-service supplier of • Refurbishing and remarketing of ', '� ,, all your requirements for rolling railcars for lenders, railroads and ` stock and track material...from manufacturers. ''! the leasing of railcars to the sale • Rolling stock portfolio manage- of reconditioned parts. ment for investors and lenders. , •We are the only company in the • Appraisals of railcar fleets for rail- business that's prepared to supply roads and lenders. these services at any point in the •Buying railcars and disassembling life of a railroad freight car... them for scrap and usable parts from new cars just being put into salvage. use to condemned cars destined • Purchase or sale of reusable rails for scrap. and track hardware. �� 881065 . INS4 • a Mr AP, fit uyers From And Sellers To ...plus, as part of one of the Railroad And Financial Mar- oldest and the largest scrap broker kets All Across North America and processor in North America, it we look at every opportunity with a As a division of the more than trader's mentality, eager to use our - 100-year-old David J. Joseph contacts and expertise to make itil Company, RELM offers its clients work out. The David I Joseph Company • the kind of quick decisions that The David J. Joseph Company aei.m Division come from having solid financial RELM Division is an example of the 300 Pike Street backing... creativity we bring to business and Cincinnati,Ohio USA 45202-4214 ...plus, the security of dealing the way in which we use our (513)621-8770 with a company that has substantial expertise and financial strength to TELEX:241490 JOSEPH ON financial strength on its own and provide the fullest possible range of :1WX:8104612809 JOSEPH cx CIN behind it the creditworthiness of services to the people we do busi- TELEFAX:(513)38t-O071 its parent SHV Holdings N.V. of ness with. Utrecht, The Netherlands, a large If you're not now among those privately-held company with inter- people, perhaps you should be. For ests in energy, raw materials further information call or write: trading, and wholesale and retail distribution of consumer goods... 991 055 a.\ act Dacono Area Fire Protection District November 2, 1988 / Weld County Commissioners 915 10th Avenue Greeley, Colorado 80631 Re: Columbine Iron & Metals, Expansion of Use Request, USR-700. Commissioners: The Dacono Area Fire Protection District supports the request of Columbine Iron & Metals for expanded use in this area as set forth in their request. This property located at 3747 WCR-8, Erie, Colorado, and the adjoining properties of David Joseph Company are both performing a service of value and need to the area, and we support their growth and expansion. We further feel that this use of the existing area is of the best use, as the area is of no value to agricultural or residential, due to soil types and the old mine residues in the area. We, the Dacono Fire Protection District would like to ask the Weld County Commissioners and the Weld County Planning Commission however to consider the possibility of changing the proceedure of allowing these types of usage in this and other rural areas. We feel that the need for zoning changes may be looked at, rather than special use permits. We encourage Industrial and Commercial growth in this and other areas of the district, but feel that we should have areas zoned for such uses and keep these uses in these areas so zoned. We have questions of spot zoning, not in this particular request, but in others we have had. We have business and industrial spotted among residential, which creates a nightmare in fire protection if allowed to continue un-checked. If this zoning could be brought about, then we could better enforce needed fire codes and protection to the various areas or zones as needed and required. We appreciate your consideration on the above matters, and wish to re-affirm, that we do support the expansion of the above mentioned businesses. Reesfppeectf y Robert Fuss District Fire Chief Dacono Area Fire Protection District Dacono, Colorado 80514 EXHIBIT DACONO, COLORADO 80514 661 ,;;65 Affidavit of Publication NOTICE , Prsa a le Ike skis Is ef 8o, Shia ill Oosa06 end M Weld Comply loniq Ordinance, e. STATE OF COLORADO pteak hemleng will be held In the County of Weld SS. Chambers n the Beard of County Corn Colored re of wale County Centenn a Weld Center, 015 1 t h Centennial Gnar, 015 10th I A.Winkler Ries el of said County of Weld being duly sworn.say Street, First Floor, Oroiloy, that I am publisher of Colorado, at the time specified. Platteville Herald Al n. and hearings are Steed heard in t • that, the same is a weekly newspaper of general circulation was agenda.opticAR peron In en l i- etMo Morseled personshe Si ay mis- printed and published in the town of net knWNW in Plan Site Special Development and.Spacial P l a t t evi l l P -Review Permit are requested to attend in said county and state that the notice of advertisement. of which gii and e applicant' er any the annexed is a true copy has been published in said weekly Interested party desire the Fres- newspaper for enee of a court repoter to make a ream of Sop. t,.e, in id- (9 —I consecutive weeks: dition to the taped retort which that the notice was published in the regular and entire issue of n'�' thetoll Clerk C to the kept during the mitering, Board's number of said newspaper during the period and time of publication can be enacted ter a list of car- of said notice and in the newspaper proper and not in a supplement tiRed court reporter*In the urea. thereof:that the first publication of said notice was contained In the II a court reporter Is obtained, the issue of said newspaper bearing the date of Clerk to to.Bard's Office oMll (�- Qp^-�.y�^• � �{ be advises"In writing of such se- Q� IfLI, a(.A.D„19 8 y and the last publication Abp. The cat oleast five fsengaging to�i thereof,in the issue of said newspaper,bearing date. court reporter shall be home by �/ the requesting party. the ire day of BE IT ALSO KNOWN that the - ¢�-y n. � text and raps so certified by the l ( 19 that the said Weld County Planning Commission may be examined In Ike o1W.el Wm Clerk e M liammak Plarrevi 1 1 e FPTA1 d I NNW BS el M e ld CN has been published continuously and uninterruptedly during the Street, Pis, Greeley, of at least fifty-two consecutive weeks next prior to the first Ctreet, issue thereof containing said notice or advertisement above referred to: and that said newspaper was at the time of each of the -- publications of said notice duly qualified for that purpose within the meaning of an act entitled. "An Act Concerning Legal Notices. EErS91R M Advertisements and Publications and the Fees of Printers and Publishers eof, and to Repea . 11 Acts - -. Parts of Acts in APP�LaIa ' CigAaNnT� wi sions of th Act"ap• - -. t.. JanaEYMI 1921. The Ben J.Jaa all en f, and ti as en e, by act IN PY BYMF a !W.Bak In O -. ,y ;193 �� Dlnolmm-. ON 4111101y DATE: Nawa.w 0, ION blisher TIME: 1080 AM. subscyfbcdq.apd sworn to t/re me this�_day of REQUEST: &a OFe of ft D(�jCX+•1.A,U A.D. 19 Amendment to Special Review WrMt ter rinse eler to thew l/^) �{/ 1 / listed(RS and Trick Sorting and (, 21.2.c /�L,.- -(�v LEGAL DESCRIPTION:ocessing S Part of 1// Notary Public the S 1/2 el Mellon IS,Township 1 North,Range 55 West el Om Rh unty, Colorado F pT LUPTON {1r99 P LOCATONeApproximately $ 415 Denver Ave. males eat of Me Town el Erie; north of Weld Fort Lupton,CO .8,0621 met a tang Row$and I BOARD OF COUNTY COMMISSIONERS My commission expires June 1992 WELD COUNTY, COLORADO :;ii Lornmis3'on expires June 30, 1992 BY: NARY ACOUNTY NN FEUERST IN AND RECORDER AND CLERIC TO THE BOARD -BY:Tommy AnM.,Deputy DATES Oelolear ton r00 Pubilalbal IS Rae PlaMsolllo nomad, Oeteba la Is. 881065 AFFIDAVIT OF PUBLICA PION • l i State of Colorado County of Boulder • NOTICE j, Dean G. Lehman ,do Pursuant to the zoning laws of the State of Colo- rado and the Weld County Zoning Ordinance, a public hearing will be held in the Chambers of the solemnly that the LONGMONT DAILY TIMES CALL is a Board of County!Commissloners of Weld County, swear Colorado, Weld County Centennial Center, 915 daily printed, in or in part, published in 10th Street,First Floor,Greeley,Colorado,at the newspaper whole and time specified. All hearings are scheduled for the City of Longmont, County of Boulder, State Colorado, d 10:00 a.m.and will be heard in the order desig- nated 9mon ouer, of an on the agenda.All persons in any manner which hasgeneral circulation therein and in parts of Boulder and interested in the Site Specific Development Plan and Special Review Permit are requested to at- Weld Counties; that said newspaper has been continuously and tend and t ay be �<aoi or.nr intereated yartrde uninterruptedly published for a period of more than six months ssire the ttlofp esence of a e proceedings, rt aCp�rter tion to make ae eea next prior to the firstpublication of the annexed legal notice of record which will be kept during the hearing,the g Clerk to the Board's Office can be contacted for a advertisement, that said newspaper has been admitted to the list of certified Court reporters in the area. If a court reporter is obtained, the Clerk to the United States mails as second-class matter under the provisions Board's Office shall be advised in writing of such action at least five days prior to the hearing.The of the Act of March 3, 1879, or any amendments thereof, and that cosine engagingeg gapccouY reporter shall be borne said newspaper is a daily newspaper duly qualified for certifiT ALSO KNOWN that the and maps ed by the Weld CountyPlanningComlis-- ublishin legal notices and advertisements within the meaning sion may be examined in the office of the Clerk to P 9 g the Board of County Commissioners, located In of the laws of the State of Colorado;that a copy of each number of the Weld County Centennial Center, 915 10th Street,Third Floor,Greeley,Colorado. APPLICANT DOCKET NO.00-66 said newspaper, in which said notice of advertisement was published, was transmitted by mail or carrier to each of the The David J.Joseph300 Pike Span treet subscribers of said newspaper, according to the accustomed cm<In.O;O.Box t075 • mode of business in this office. DATE: November 9,1988 TIME: 10:08 A.M. REQUEST: Site Specific Development Plan and Amendment to Special Review Per- That the annexed legal notice or advertisement was published • mit for uses similar to those listed (Rail and'Track Sorting and Pro- cessing in the regular and entire edition of said daily newspaper once; LEGAL DESCRIPTION: Part of the 5h of Sec- ' tion 15, Township 1 North, Range 68 West and that one publication of said notice was in the issue of said of the 6th P.M.,Weld County,Colorado newspaper dated November 2 1988 LOCATION: Of the Towndof E north rie, miles Weld iCounty Road 8 and west of 1-25 BOARD OF COUNTY COMMISSIONERS WELD COUNTY,COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD jt Ber s7mnmorntlenn-Devu1T '�/4/7y{`/U r�/ DATED: October 19,1980 /x''� PUBLISHED:October 26,1988,.in the Platteville Herald Published in the Daily Times-Call, Longmont, General Manager Cola.,November 2,1908. Subscribed and sworn to before me this 2nd day of November ,1988 Notary Public FEE$ 31.00 MY COMMISSION EXPIRES APRIL it 1992 cNwD p TLH9 r SiMONS LCINf+MONr COLORADO 80e01,POr 881065 NOT I C E Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning Ordinance, a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado, Weld County Centennial Center, 915 10th Street, First Floor, Greeley, Colorado, at the time specified. All hearings are scheduled for 10:00 a.m. and will be heard in the order designated on the agenda. All persons in any manner interested in the Site Specific Development Plan and Special Review Permit are requested to attend and may be heard. Should the applicant or any interested party desire the presence of a court reporter to make a record of the proceedings, in addition to the taped record which will be kept during the hearing, the Clerk to the Board's Office can be contacted for a list of certified court reporters in the area. If a court reporter is obtained, the Clerk to the Board's Office shall be advised in writing of such action at least five days prior to the hearing. The cost of engaging a court reporter shall be borne by the requesting party. BE IT ALSO KNOWN that the text and maps so certified by the Weld County Planning Commission may be examined in the office of the Clerk to the Board of County Commissioners, located in the Weld County Centennial Center, 915 10th Street, Third Floor, Greeley, Colorado. APPLICANT DOCKET NO. 88-66 The David J. Joseph Company 300 Pike Street P.O. Box 1078 Cincinnati, OH 45203 DATE: November 9, 1988 TIME: 10:00 A.M. REQUEST: Site Specific Development Plan and Amendment to Special Review Permit for uses similar to those listed (Rail and Track Sorting and Processing Plant) LEGAL DESCRIPTION: Part of the Si of Section 15, Township 1 North, Range 68 West of the 6th P.M. , Weld County, Colorado LOCATION: Approximately 3 miles east of the Town of Erie; north of Weld County Road 8 and west of I-25 BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: Tommie Antuna, Deputy DATED: October 19, 1988 PUBLISHED: October 26, 1988, in the Platteville Herald 88 065 DATE: October 24 , 1988 TO: The Board of County Commissioners Weld County, Colorado FROM: Clerk to the Board Office Commissioners: If you have no objections, we have tentatively set the following hearings for the 9th day of November, 1988 , at 10 : 00 A.M. Docket No. 88-66 - Site Specific Development Plan and Amendment to Special Review Permit for uses similar to those listed (Rail and Track Sorting and Processing Plant) - The David J. Joseph Company Docket No. 88-67 - Site Specific Development Plan and amended Special Review Permit for a salvage, storage, and recycling facility - Estate of Norman Lovely, c/o Mrs. Dorothy Lovely OF av \FFFICE OF THE CLERK TO THE BOARD 'ny, x-c,- Deputy The above mentioned hearing date and hearing time may be scheduled on the agenda as stated above. BOARD OF COUNTY COMMISSIONERS IWEL �COU,NT�Y, COLORADO 6 ctur%„ _c_rt,), ,,,,,,,.,, ,_,...,_ ,5„,„/ ‘a;,‘ , \ X/>/B l7 f 881065 is I Vci MARY ANN FEUERSTEIN WELD COUNTY CLERK AND RECORDER P.O. BOX 758 GREELEY, COLORADO 80632 C. (303)3564000 EXT. 4225 WIERCOLORADO _October 12, 1988 She David J. Joseph Company 300 Pike Street P.O. Box 1078 Cincinnati, OH 45203 Dear Mr. Joseph: Your application for a Site Specific Development Plan and an Amendment to a Use by Special Review Permit has been recommended unfavorably to the Board of County Canmissioners by the Planning Commission. The legal description of the property involved is shown as part of the Si of Section 15, Township 1 North, Range 68 West of the 6th P.M., Weld County, Colorado. If you wish to be heard by the Board of County Commissioners, it will be necessary for you to indicate your request by signing the bottom of this letter and returning it to this office. Regular hearing procedures will then be followed. This includes publishing a Notice of Hearing in the legal newspaper, an expense to be paid by you. In order to proceed as quickly as possible, we must receive your reply by October 24, 1988. If we are not in receipt of your request by that date, the matter will be considered closed. Lincerely, -BOARD OF COUNTY COMMISSIONERS D COUNTY, COLORADO rI,t CHAIRMAN I wish to have a hearing on this matter brought before the Board of County Commissioners. I agree to pay for the legal advertis' g nse. J Attorney Representing Applicant xc: R. Russell Anson, Attorney RECEIVED OCT 1 7 es EX -L a BEFORE THE WELD COUNTY, COLORADO PLANNING COMMISSION RESOLUTION OF RECOMMENDATION TO THE -BOARD OF COUNTY COMMISSIONERS Moved by Ann Garrison that the following resolution be introduced for passage by the Weld County Planning Commission. Be it Resovled by the Weld County Planning Commission that the application for: C-ASE NUMBER: Amended USR-691 NAME: The David J. Joseph Company ADDRESS: 300 Pike Street, P.O. Box 1078, Cincinnati, Dhio 45203 -REQUEST: A Site Specific Development Plan and an Amendment to a Use by Special -Review permit for uses similar to those listed (Rail and , Track Sorting and Processing Plant) LEGAL DESCRIPTION: Part of the Si of Section 15, TIN, R68W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately 3 miles east of the Town of Erie; north of Weld County Road 8 and west of I-25 be recommended unfavorably to the Board of County Commissioners because of the negative impact this facility has had in the past on the neighborhood, on the entrance of Erie, and also as a major entrance into Weld County. This paricular company seems willing at this time to comply to the staff's -recommendations, but in the past has been out of compliance. A company that has been out of compliance in the past will not always be in compliance in the future. Therefore, an expansion or something that creates a negative externality for the County is not going to improve the County at all. Motion seconded by Jerry Burnett. VOTE: For -Passage Abstain Against Passage Jerry Burnett -Lynn Brown Ivan Gosnell Ann Garrison Rick Iverson Ernie Ross Jerry Kiefer The Chairman declared the resolution passed and ordered that" a certified ropy be forwarded with the file of this case to the Board of County Commissioners for further proceedings. CERTIFICATION OF COPY I, Bobbie Good, Recording Secretary of the Weld County Planning -Commission, do hereby certify that the above and -foregoing -Resolution is a true copy of the Resolution of the Planning Commission cf Weld County, Colorado, adopted on October 4, 1988, and recorded in Book No. XI of the proceedings of the Planning Commission. Dated the 5th day ofOctober, 1988. _ C 1�, <_ Bobbie Good ?'311.055 E, i,� + Secretary INVENTORY OF ITEMS SUBMITTED TOR CONSIDERATION Case Number Amended USR S91 Submitted or Prepared Prior to Hearing at Hearing 1. Application twenty-six Pages X 2. -One Application plat(s) one -page(s) X 3. DPS Referral Summary Sheet X 4. DPS Recommendation X 5. DPS Surrounding Property Owner's Nailing List X 6. DPS Mineral Owner's Mailing List X 7. Three 1)PS Maps Prepared by Planning Technician X 8. DPS Notice of -Hearing X 9. DPS Case File Summary Sheet X 10. DPS Field Check X 11. Letter dated august 12, 1988, from Leon White X White, State -Highway Department 12. Dacono Fire District letter dated X 13. Letter dated August 19, 1988, from the Town of X Erie. 14. Memo dated September 5, 1988, from - Weld County X Health Department 15. Letter dated September 26, 1988, from David X Joseph Company 16. Letter dated August 12, 1988, from the State X Highway Department 17 . Changes and additions to the Conditions of X Approval and Development Standards. 18. Eight pictures submitted by the Erie Planning X Commission I hereby certify that the -sixteen items identified hereim were submitted to the Department of Planning Services at or prior to the scheduled Planning Commission hearing. I further certify that these items were forwarded to the Clerk to the Roard's office on October 8, 1988. Curren leaner STATE OF COLORADO ) COUNTY OF WELD ) '1'2l SUBSCRIBED AND SWORN TO BEFORE ME THIS 1 — day of C�eF l 1-99 VS . SEAL Car G o E• __ NOTARY UBLIC <959 My Commission Txpires ' -- 881%5 EXHIBIT INVENTORY CONTROL SHEET Cases)I— a_difrd.1 J4iq/ 2A / A7 /7t. 44 Exhibit Submitted BY Exhibit Description . I of p• ph . ti f p t/LAI M . . fertivrbbad1ini `0, �,i,einu /Ltl°.rm n n/al 1,, t. giam./7147n, Pte; ,A n itr o../ q ilea It?. (6_/) 4 ck VA, sesima._ (7&...tte/ii q Air tit, ic Azazziini 171#E. 71 ,6 !V. ��i A 1167V2 d_ ILIA (141,67 g /5tJ OS' C. /4 AI AM/1C, Vita/1,L./2 Sy / 111 I. LIAI , (I 1) . L P/64-‘.- J.. ✓ue 6 �� r�"� �- 111 Odj . R. V �r 'hi , L. IU04 , ail 4 d am M. y . 0 i I (c-- ) 6-- N. I'ns© i\ / o p ) 1 Vc . . O. i I v\, cv SOk Y,y .. 1 <ft,-) c I 581965 Date: September 6, 1988 CASE NUMBER: Amended USR-691 NAME: The David U. Joseph Company ADDRESS: 300 Pike Street, P.O. Box 1072, Cincinnati, Ohio 4-5103 REQUEST: A Site Specific Development Plan' and an -Amendment to a Use by Special Review permit fur uses similar to those listed (Rail and Track Sorting and Processing _Plant) LEGAL DESCRIPTION: Part of the of Section 15, TIN, R68W of the 6th Y.M. , Weld County, Colorado LOCATION: Approximately 3 miles -east of the Town of Erie; north of Weld County Road 8 and west of I-25 THE DEPARTMENT -OF PLANNING SERVICES' -STAFF RECOMMENDS -THAT 'THIS -REQUEST BE APPROVED FOR T-HE (FOLLOWING REASONS: 1. The submitted materials are in compliance with the application requirements of Section 24.7 of the -Weld County Zoning Ordinance. 2. It is the opinion of the Department of Planning Services' staff that the applicant has shown -compliance with -Section 24.3 of the Weld County Zoning Ordinance as follows: The proposed Special Review permit area is located within the Urban Growth Boundary Area of the Towns of Erie and Iacono. The Town of Erie, in a -meeting on august 18, 1988, recommended conditional approval of this request. Conditions of approval and development standards address these concerns. The proposal is consistent with the Agricultural zone district. The proposed expansion will -not remove productive or prime farmland from production. The Special -Review area has been amended to include 3 acres adjacent to and south of the Special Review permit area. The amended Special Review permit area totals 17 acres. - The amended Special Review -permit will be compatible with the existing and future land uses. Conditions -of approval and development standards will insure compatibility. - The subject site is located -within th-e Ge-ologic -Hazard Overlay District. A Geologic Hazard Development Permit has been approved for the site. - Special -review permit development -standards will provide adequate protection of the health, safety and welfare of the neighborhood and County. 881065 -Amended USR-691 September 6, 1988 Page 2 This recommendation is based, in part, upon a review of the application submitted by the applicant, other relevant information regarding the request, and the responses of the referral entities which have reviewed this request. The Department of Planning Services' staff recommendation for approval is conditional upon the following: 1. The attached Development Standards for the Special Review permit be adopted and placed on the Special Review plat prior to recording the plat. The plat shall be delivered to the Department of Planning Services and be ready for recording in the Weld County Clerk and Recorder's office within 45 days of approval by the Board of County Commissioners. 2. The Special Review activity shall not occur nor shall any building or electrical permits be issued on the property until the Special Review plat is ready to be recorded in the office of the Weld County Clerk and Recorder. 3. Within 30 days of approval, the applicant shall -submit a screening and maintenance plan to the Department of Planning Services. -Phis screening and maintenance plan shall include, but not be limited to, a 6-foot solid board wood fence on top of a 3-loot earthen berm along the west property line and south Property line of the special review permit area adjacent to Weld County Road 8 and a 6-foot -solid board wood fence along the east property line of the special review permit area adjacent to 1-25. The approved screening plan shall be shown on the Special Review plat prior to recording. 4. The plat shall be amended prior to recording to -show the following language: "Approval of this plan may create a vested property right pursuant to Article 68 of Title 24 C.R.S. , as amended." 881065 SITE SPECIFIC DEVELOPMENT PLAN SPECIAL REVIEW -PERMIT DEVELOPMENT STANDARDS The David J. Joseph Company Amended USR-691 1. The Special Review permit is for a Site Specific Development Plan and a Special -Review permit for rail and track sorting and processing plant as submitted in the application materials on file in the Department of Planning Services and subject to the Development Standards stated hereon. 2. Approval of this plan may create a vested property tight pursuant to Article 68 of Title 24 C.R.S. , as amended. 3. No permanent disposal of wastes -shall be permitted at this site. 4. -The approved screening plan shall be maintained at all times. 5. All Construction on the property shall be in accordance with the requirements of the Weld County -Building Code Ordinance. 6. The property owner or operator shall be responsible for complying with the Design Standards of Section 24.5 of the Weld County Zoning Ordinance. 7. The property owner or operator shall be responsible for complying with the Operation Standards of Section 24.6 of the Weld County Zoning Ordinance. 8. Personnel from the Weld County Health Department and Weld County Department of _Planning Services shall be granted access onto the property at any reasonable time in order to ensure the activities carried out on the property comply with the Development Standards stated hereon and all applicable Weld County Regulations. 9. The Special Review area shall be limited to the plans shown hereon and governed by the foregoing Standards and all applicable Weld County Regulations. Major changes from the plans or -Development Standards as shown or stated shall require the approval of an amendment of the -Permit by the Weld County Planning Commission and the Board of County Commissioners before such changes from the plans or Development Standards are permitted. Any other changes shall be filed in the office of the Department of -Planning Services. 10. The property owner or operator shell be responsible for complying with all of the foregoing Development Standards. Noncompliance with any of the foregoing Development Standards may -be reason for revocation of the Permit by the Board of County Commissioners. f 81065 ADDITIONAL COMMENTS THE DAVID J. JOSEPH COMPANY AMENDED USR 691 The Tri-Area Planning Commission will review this request on September 6, 1988. This recommendation will be forwarded to the Hoard of County Commissioners. 881065 •.. 7 TOWN OF ERIE ��r �� 645 HOLBROOK P.O.BOX 100 ERIE,COLORADO 80516 n # 828-3843 449-3085 Y P IS74 19, 1988 �..:;t%` 4;. August �:� c g , Mr. I ei-th A. Schuett _P `••• : -.1,..,. .e.k.;:-:,.>A Jr Current Planner ...-3.17-.... •ex,,-,:, r Department of Planning Services :a;?F`4` 915 10th Street • • " : 6'x Greeley, CO 80 ) ` s.. ':`f : .E. . Dear K ei-th, The -Planning and Zoning Commission of -the Town -of Eri-e has approved the -amendment .-to a Use by Special Review Permit, 1JSR ``v:_;' 691 with -specific considerations as a Tart of this approval . , ,.....,',....4::',,:„%•,;,.: , • 4r ` both the ~�,�x't..A-N!f�.. The Commission expressed serious concern about ; .1 • ... visual and auditory impact of -the David Z. Joseph _Company `'..`..-,,•<• ,:: :;:-.•'x, ;.• '.•r'.`e: •••.- facility. The Commi-ssi oners apprzav-al of the amendment request is contingent upon the Joseph Company's installation , --. .,: ',4.,:_;;,~ • of a solid wood -fence surrounding their property on all sides an-d screening visibility of the operations from any point on . Weld County Road _8 and in-so-far as possible 1-25. A wooden ;:- :, ` s,. :... . C fence of sufficient height to screen both sight and sound o • - . .,,1-::. • k the operati-on a-s consider-ed i mparati ve to the preservation of ,,_ the character of "Eri-e's front door" . :`,•.;.' Three r-esidents of Weld _County Road 7 were present at the meeti-ng and expressed their conc-ern of both visual and - auditory impact of the Joseph Company 's operation. The Commissioner-s took very seriously thier concerns. The • Commission has directed me to express their continuing concerns of -the over height stock piles f rs►m Weld County Road . 8, as seen in the two enclosed photographs marked A and B. It is our hope that y-our agency will be supporti v_e of the con-cern of the Town of Erie and its growth plan as de-Fin g QR- \'7C the Erie Comprehensive Flan. Si YT -AUG 2 3 1988 �y_ .. view Co. mamma Cammtss11 'chard -R. L pi-ncott Acting Town Administrator POLICE DEPT. METRO 449-3156 LOCAL 828-3200 P.O.6OX310 881065 +IRE DEPT. -828.3152 RRL-: im • V 4..1 4.....'` K , 7 , .- ' .....-;.:44-1*.2:1. .°' _'.....:-,.;17::..'''.t:1•7 '17ui;/::..il.'!''.-A.'-:,..;7771:•;77,S.it(11..'..1... . . . t •• ,..,j it Ii. ! .........!:...-.-• 1 • • • t� • ! w ••rr• f .':. e+:..BAI - f; t t`�.ill 2gr—+^-.T.)---►—� re 4�1 1 ! 4 � _ _ s 7.,.1`.* „ ?R-+�.V !`. • r� 11.a- �i�.t r r,..s-• 4 ••• �; 1 L '.�!- r�.s�.T*S# 717"1"•y*.4''''''. 4Y { .IIr�i1 1. 1 ^' - ,J.r•...��= •.I',ilk r I _C.w. J ••.1,!' • ..- �. , __ . •• g..."Wei:sur..... ,30,... __.. '"" %.. ::}: 1 •. ,Y.4t,l: • ?`a..,r-r�,�- . ."1"5 'ti4r.y,.ct•°,-- • .' ar.- :Zity �.. L.�!n �!� q .y¢�hrt •'1r;.,�`* �w s41r •'.' mot.ill�r....•:• r.: �. _ 11 y� NV.. . •' ,a / ..:';,..f;•Z_J `•. �' i1'�1�s.�J,�lt:�� wt+yyq�l a•. .,,r �♦� ,_r,';i• .1 A�.S:.'+ .il'`r `T..•,�7 4',•'.1.1 r, �. ao. /�;i;•''+'!'.a i e ,` tt., 44•••!.1. 4•••!.l!iy•••••••.,16.1 • r:t is 1 .....:,. ........-•.•' gt :�c O...• - ' ••~•R k:•'. • --` .L ''1 •'. �t. 'r : • '--‘,4,9-19,.,.1O,443.' y' ti., ti.P• o-• 4 ., - I. .�. •:;1:. a r... , ,�'. - �.. i••r•`.r • •.IC•:•f l'• .f.`i . r t� �. ,• • \ X•h' 1 '1 i�.l ': S, . •t• •1. I tf. • Y: i+Y lt; i. 881065 • _ v • ti, ,?, x ^ ; • r 3 y: it. .!1/.!&•1, I1 b ..S ' . f ' { J id ;i f ,f r I `{may v _ y.r ` r -s.jk, . : �f • �!� 'CV'', • /lb ,./' ( ( •••t j ..1.44.-, x f / , I :�J y afit2PA' yr�.i ,� .y� • r r �`�c. I .� r• i f w �/ ?, c` , / t re t ,/I ., fi [ -fit .4• £ c• tr i;- • • -„_ _y a _. ♦ � ' ` t, r . < (.r ,. • F-. 'I ►i , k • C �! r. ' : ' . 881065 fix ..4 S 4,y¢� .. .Y d• w�mae w b I� �r• i '6 L s... ^^�,t..tv i 'far r II 111 n.� _. ,. i 1 .. - _ I( _. .. ? ts: y i . `` iIt's*tt„,, ; e �`; fr'due .3 A ai Y�I'm • si: � rE" ✓y- I d;ggs'nrq i ' i t 'R a,yRt! 5_ ..n Y5^MX1`. {J^ y f vW -'.y -. , 11 w • 881065 • • { � 4''. 7 rrn • r 1 , r,.. - v_I• • 881065 CONDITION OF APPROVAL Replace condition of approval #3 3. The landscaping and screening plan shall be installed and completed within 180 days of approval by the Roard of County Commissioners. The landscaping and screening -plan slung the east site of the property adjacent to I-25 shall consist of Russian olive trees. The landscaping and screening plan along Weld County Road -8 and the west property line shall consist of 60 foot intervals in an alternating pattern of: 1) a 6 font solid wood fence on a 3 foot berm; and 2) Russian olive trees on a 5 foot berm. The -Russian olive trees shall be a -minimum of 4 feet in- height at the time of -planting with a maximum spacing of k feet hetween trees. The approved screening plan shall be shown on the special review plat prior to recording. Add condition xrf approval: 5. Within 30 -days of approval, evidence shall be submitted to the Weld County Health Department that the existing septic system thas been reviewed and evaluated by a registered professional engineer and certified that it is adequate to handle the effluent load. DEVELOPMENT STANDARDS Replace -development standard #4 with: 8. The approved landscaping and screening plan shall be maintained at all times. Maintenance -shall include the regular irrigation, weeding, fertilization, mowing, trash cleanup, and pruning of all landscaping, the treatment ar repair of all diseased, insect-ridden, lroken or vandalized landscaping, and the replacement of dead or -irreparable landscaping in substantially similar kind. Add the following development standards and renumber the remaining standards: 5. All liquid and solid wastes, shall be stared and removed for final disposal in a manner that protects against surface and groundwater contamination. 7. Waste materials shall be Candled, stored, and disposed in a manner that controls fugitive dust, blowing debris, and other potential nuisance conditions. 8. Fugitive dust must be -confined on this site. 9. Maximum permissible noise level shall not exceed the industrial limit of 80 db(A) , ss measured according to 25-12-102, Colorado Revised Statues. 881065 inernazAn®um 'ilk Weld County PlanningSeptember 5, 1988 To Date Health Protection Services COLORADO From Case Number: USR-691 Name: David J. Joseph Co. Subject: Health Protection Services itas xeviewed this proposal and recommends for approval, subject to the following tonditions: Septic Permit #850210-G indicates a design for 18 persons as approved by The Weld County -Board of Health on September 24, 1985. The applicant states in item 1. (F) of the application that the facility -currently has approximately 35 employees. Therefore, the system shall be reviewed and evaluated by a Registered Professional engineer to certify that it is adequate to handle the effluent load. 1. All liquid and solid wastes, shall be stored and removed for final disposal in a manner "that protects against surface and groundwater contamination. 2. No permanent disposal of wastes shall he permitted at this site. 3. Waste materials shall be handled, stored, and disposed in a manner that controls fugitive dust, blowing debris, and _other potential nuisance conditions. 4. Fugitive dust must be -confined on this site. 5. Maximum permissible noise level shall not exceed the industrial limit of 80db(A) , as measured according to 25-12-102, Colorado Revised Statues. 5:-K-101jig_VV7911 I SEP 71988 'I 881065 WeIG Cu. PInn.,,t4t t,,,a ,t;, u, The David J.Joseph Company September 2b , 198D Mr. Keith A. Schuett Department of Planning Services 915 Tenth Street Greeley, Colorado 8D631 Subject: ZCH-31 Dear Mr. Schuett: In follow-up to our conversations of last week, this letter is to advise the intentions of The David IT. Joseph Company as they pertain to our use by special review hearing of September 6 , 1988 . Regarding the subject of property screening, The David J. Joseph Company will agree to screen the property which we lease from the UP 12ailroad. We will construct a fence of approximately 90 feet on our west -boundry and approximately 350 feet on our south boundry along Weld County Road z#8 . Fence construction and timing will be the same as required of Columbine Iron & Metal to insure compatibility. We have not yet received a formal report from the Accoustics Engineers retained to study our noise problem. _However, preliminary discussions indicate the noise is coming from two sources , both of which can be abated. at is The -David J. Joseph Company's intention to resolve the noise -problem as soon as we receive the necessary engineering data. If you need additional information or have questions , please call . Very truly yours , THE -DAVID J. JOSEPH COMPANY Edgar F. Johnson Regional Director EFJ/djh u pp_WW S_EP2919_88 065 Weld Co. PIamung Gamnus ins Executive and 300 Plke Street Mag Addrma P.O.Box 1078 Market Offices Birmingham Detroit Mmburgh General Offices Cincnnat4 Ohio 452024214 Cincinnati,Ohio 45201-1078 Charlotte Houston Salt Lake City 513/621-8770 Chicago Omaha St.Loch Cincinnati Philadelphia Tampa STATE OF COLORADO DIVISION OF-HIGHWAYS ENT Or "p P.O. Box 850flrvP s: Greeley, Colorado 80632-0850 , n re (303) 353-1232 "• ten' °) �``or cow° August 12, 1988 Department of Planning Services 915 Tenth Street Greeley, Colorado 80631 Attention: Mr. Keith A. Schuett Dear Mr. Schuett: This letter is in reference to the applixation of The David Joseph Company to use the parcel of land for storage, as described as part of the 31/2 of Section 15, T1N, R68W of the 6th P.M. , Weld County, Colorado. After looking at the location of the proposed -area, The David J. Joseph Company is planning to use, I feel that the area should be screened so that any traffic traveling on I-25 will not be able to see the storage area along the railroad. If I can be of any -further -assistance, feel free to contact me at 1420 2nd Street, Greeley, Colorado 80631 or at phone 350-2112. Respectfully, DOUG RAMES DISTRICT ENGINEER 4-77 a Leon White Roadside Beautification Inspector LW:jks cc: D. Rames 11—VP fdff LUG 3 0 1988 881065 19e1d Co. Plau;unk iaanmissini LAND-USE APPLICATION SUMMARY SHEET Date: August 30, 1988 CASE NUMBER: Amended USR-691 NAME: David J. Joseph Company ADDRESS: 300 Pike Street, Cincinnati, Ohio 45201 REQUEST: A Site Specific Development Plan and an Amended Special Review Permit for uses similar to those listed as a Use by Special Review in the Weld County Zoning Ordinance (rail and truck materials sorting and processing plant) in the A (Agricultural) zone district. LEGAL DESCRIPTION: Part of the S1 OF Section 15, TIN, R68W of the 6th P.M. , Weld County, Colorado _ LOCATION: Approximately 3 miles east of the Town of Erie; north of Weld County Road 8 and west of I-25. SIZE OF PARCEL: 17 Acres, ± POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS: The criteria for review of this proposal is listed in Section 24.3 of the Weld County Zoning Ordinance. USR-691 was approved September 4, 1985, and the facility has expanded in size since that time. Concerns have been addressed by the Town of Erie, State Highway Department, and surrounding property owners of the visual impacts associated with this use and compatibly with the surrounding land uses. An effective screen plan would need to be placed along Weld County Road 8 and 1-25 to lessen the visual impacts associated with this request. Referral response with specific concerns have been received from the Dacono Fire Protection District. 881065 _ r _ DEPARTM 'T OF PLANNING SERVICES _ 113/4 ‘ip PHONE(303)356-4000 EXT.4400 91510th STREET f, op GREELEY,COLORADO 80631 n , ic COLORADO NOTICE OF PUBLIC NEARING The Weld County Planning Commission will conduct a public hearing on Tuesday, September 6, 1988, at 1:30 p.m. to review a request for approval of an amendment to a Special Review permit for uses similar to those listed as a Use by Special Review in the Weld County Zoning Ordinance (Rail and Track material Sorting and Processing Plant) from The David J. Joseph Company. The parcel of land is described as part of the _Si of Section 15, TIN, Rb6W of the 6th P.M. , Weld County, Colorado, containing 17 acres, more or less. The property is located approximately 3 miles east of the Town of _Erie; north of Weld County Road 8 and west of I-25. The public hearing to be held by the Weld County Planning Commission for the consideration of the above referenced request will be conducted in the Weld County Commissioners' Hearing -Room, First Floor, Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado. Comments or obj-ections related to the above request should be submitted in writing to the Weld County Department of Planning Services, 915 Tenth Street, Room 342, Greeley, Colorado 80631, before the above date or -presented at the public hearing on September 6, 1988. Copies of the application are available for public inspection in the Department of Planning Services, Room 342, Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado, - Phone - 35-6-4000, Extension 4400. Ann Garrison, Chairman Weld County Planning Commission To be published in the Platteville Herald To be published one (1) time by August 26, 1988 Received by: ,k7%/ / r!/ t 7i Received )'' °_) 41 Date: t I ti 881065 40 __._._.__. , < -7\ 'Y 1 •38 • • — ': A : " - -I '.• • [[�i 7. T,/•� L • _ + ADD., , ' .k• �• HtlI 4_ 36 • D•,>' l � � k•' ,'� l•.E• a r . • • 11/4,1.4 • . •933. ‘.-4: f .:3 ( D.,11 .i i. . I • �' E 32 FT"3rd,. >� , � '' I I. 'i J .. �Q • I\ II Lam . - .I Iw z>•. • •x.` • ✓ z1� • (.1 ,,'y zx �> xz « ,� ? . to os rar • °i • • • •., . ‘:,-: .� •`,4:--.,.. . •.I. r� .ax ,,?4d..\, >..• 1• et : •❑ .fir 30 ` • r° . •t , .p I• • •C:n••.1521 co.i•D. • •.. ... 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" N �. 112' ,, 7..1:Y.4)▪; , • "fie •s'*^ < •r & ,$. xY ` ' �M1 i .:.:_.,.!.:,,,:;,44:14:7.24, 01;12,,,, -.: 3az Y x l- 3 'tt%� u a 4, J, • --,- y,{ Y!'''u" '. t f", r 4 ., ?'- r• ) W' • 'Y fil�yy` *�`" k :. "vi`,f_-e+ S ...0 K'E'N° t _flu•#� it,t'. .b ? .in VN`i j ; *r -� �y` mod!, a14 - a .4'4:4 g�yz., -r 6�¢ ¢ i` - T t 'k'"� Yt3 a _₹ S's+ ;fir • i • 7 +.` R. M . • yy a S#k tS r 'Vt.', g* +Et ` 'G ri�A `a -/� _ • f ,yYf •, 'P,4g r•� �° �,'.. A� ` Le i, �a i k '{ � $ i? "�y } '*tpy ' . �,s';; '#' T fir'"*b,2� ,./.2.� '' i a .�; z;.:,.41:.-7 i F 1' • M .� �f T" 's t Y't iqq i • s n ro r •a • y ',.,,,,740!-,...44.„ a_ `r-5 r�f is 5 et -¢ 7§ r s k v r t x s�" fa :t t i 1 Ayr y to i t * d n ; ''a „�• t1 1 ! : f X r ' ql- "4 eB�.b tf,.7ia ,r, A„ - i l 'i . o ;140:1p°' .!t/'t k` i` a • sy e • .d j to b``A^'-"-' „`"'n`�s'" .. " 2` Itire.,,iifil ka a ? .t v •f '' rii"�» , , , ,rir q * • •�,w+a �IrF S sr ,z t, z7.:a '"x•dtir+s N a + r ' ,,••� 4 '.•ill—="74. •'*' - u A ¢nor, ; -4i,),"., -2,4i$ a FIELD CHECK FILING NUMBER: Amended USR-691 DATE OF INSPECTION: August 22, 1988 NAME: David J. Joseph Company REQUEST: Site Specific Development Plan and an Amended Special Review Permit for uses similar to those listed by railroad, track, maintenance, sorting and processing facility. LEGAL DESCRIPTION: -Part of the 51 of Section 15, T1N, R68W of the 6th P.M. , Weld County, Colorado. LOCATION: East of Weld County load 8 and -west of 1-25 LAND USE: N Crop production E I-25 and crop production S Metal salvage, residence, Weld County Road -8, crop production, and Singly Family Residence W Crop production and single family residence ZONING: N A (Agricultural) E A (Agricultural) S A (Agricultural) W A (Agricultural) COMMENTS: The present uses of the property are for rail track and materials sorting and processing. The adjacent property to the south 1.s being used for ferious and nonferious metals processing and vehicle. and -equipment storage. The Special -Review permit area is located on Union Pacific railroad and Columbine Mine property. Visual screening of the property from Weld County Road 8 could -be accomplished by a 6-foot solid -board fence on a _3-foot berm constructed on the east and south sides of the property. Visual screening of the west side of of the property from 1-25 could be accomplished by a 6-foot solid hoard fence and trees planted in the valley between the two railroad. By: Schue t Current Planner 881065 m C MY 11 �I AUG 1 6 1988 AUG X161' l FIELD CHECK ta.flmiai� enmaussi�n Weld Co. Plaiming ammissioa Filing Number: Amended U-SR-691 Date of Inspection: Applicant's Name: tavid J. Joseph Company Request: An amendment to a Special -Review—permit for uses similar to those listed as a Use -by Special Review in the Weld County Zoning Ordinance (-Rail and Track material Sorting and T rorPssing Plant) Legal Description: Part of the Si of Section 15, TIN, R68W cf the 6th P.M. , Weld County, Colorado Location: Approximately 3 miles east of the Town of -Erie; north of Weld County Rnad 8 and west _of I-25 Land Use: N E 1141-71/7114.-1* S Clef 1 >1 Zoning: N Agricultural E Agricultural S Agricultural W Agricultural COMMENTS: j1!� «( � C� Kf �/ty� l�. iAC :2irww�l�. -4tJ v � - ZC.c2G�(��L_ Signature of Soard Member 881065 REFERRAL LIST APPLICANT: David J. Joseph Company CASE NUMBER: Amended USR-691 SENT REFERRALS OUT: August 8, 1988 REFERRALS TO BE RECEIVED BY: August 19, 1988 NO SR NR NO SR NR X Weld County Health Dept. X Engineering Department X Office of Emergency Mngmt -Ed Harring X Tri—Area Planning Commission Attention: Ms. Rebecca Marker • P.O. Box 363 Frederick, CO 80530 X State Highway Department - P.O. Box 850 Greeley, CO 80632 X Colorado Department of Health Water Quality Control Division 4210 East 11th Avenue Denver, CO 80220 V __IL Longmont Soil Conservation Service 9595 Nelson Road, Box D _Longmont, CO 80501 X Dacono Fire Protection District c/o Chief Joe W. Fuss P.O. Box 40 Dacono, CO 8051+ __E-Louts Rademacher Planning Commission Member 13184 -Weld County Road 13 Longmont, CO 80501 X Town of Erie - Attn: Doris Moore P.O. Box 100 Erie, CO 80516 X Colorado Geological Survey Attn: Candice _Jochim 1313 Sherman Street, -Room 715 Denver, CO 80203 NO=No Objection 88106 SR=Specific Recommendations NR=No Response Da0ano Area Fire Protection District August 19, 1988 Keith A. Schuett Department of Planning Services 915 10th Street Greeley, Colo. 80631 Sir: In review of the USR-691, for The -David J. Joseph Company, the _Dacono Fire District finds no problem with this request. This company has in the past worked in a cooper-ate manner with the Fire District. The Business must continue too meet an Fire Codes as enforced by the Fire District. Thank-you Robert Fuss Fire Chief Dacono Fire District p 1.4g\-17 2 DACONO, COLORADO 80514 AUG 2 - 1988 S1.8065 mld I;U. Alau,pq i1i1nmlS501 SURROUNDING PROPERTY OWNERS THE DAVID J. JOSEPH COMPANY AMENDED USR-691 Mr. Norman Lovely 6509 East Milan Denver, CO 80237 John T. and Shirley Cleland 2474 Weld County Road 7 Erie, CO 80517 Erie Road Joint Venture 3701 South Broadway Englewood, CO 80110 Earl L. and Ruth S. Arneson 3206 Weld County Road 8 Erie, CO 80516 Union Pacific Railroad 1415 Dodge Street Omaha, NE 68179 881065 SURROUNDING MINERAL OWNER THE DAVID J. JOSEPH COMPANY AMENDED USR-691 Columbine Iron and Metal Weld _County Road 8 Erie, CO 80516 881065 The David J.Joseph Company July 14 , 1988 Mr. Keith A. Schuett DEPARTMENT OF PLANNING SERVICES 915 Tenth Street Greeley, CO 80631 Re: ZCH - 31 Dear Mr. Schuett: I am mailing under separate cover revised application for amend- ments to our USR-691 permit. This application is to bring The David J. Joseph Company into compliance with all exceptions noted in your letter of April 19 , 1988 . -Exception 1 and 6 concerned the leasing of an additional two acres of property from Mr. Norman Lovely for use in storage of material . The addition of this area is covered in our appli- cation. As stated in my letter of April 29 , 1988 I did not view this as a "material deviation" from the original permit. Additionally, building permits have been applied -for on all buildings not previously covered. If you have any questions or need additional information, please call . Very truly yours , THE DAVID J. JOSEPH COMPANY 4 Ed ar F. Jo nson Regional Director Plant Operations Department EFJ/djh Executive and 300 Pike Sheet ma Address P.O.Box 1076 DkUk1 Oakes Birmingham Detroit Ptitrbne s General Offices Cincinnati,Ohio 452024214 Cincinnati,Ohio 45201-104 Charlotte Houston Sell Lake City 513/6214770 Chicago Omaha St.Louis Cincinnati Philadelphia Tampa 881406 5 Revised 7/14/88 USE BY SPECIAL REVIEW APPLICATION Department of Planning Services, 915 Tenth Street, Greeley, Colorado 80631 Phone - 356-4000 - Ext. 4400 Case Number Date Received Application Checked by Mylar plat submitted Application Fee Receipt Number Recording Fee Receipt Number TO BE COMPLETED BY APPLICANT: (please print or type, except for necessary signature) I (we) , the undersigned, hereby request a hearing before the Weld County Planning Commission and Weld County Board of County Commissioners concerning the proposed Use by Special Review Permit on the following described unincorporated area of Weld County, Colorado: LEGAL DESCRIPTION OF SPECIAL REVIEW PERMIT AREA: SOUTH k Section 15 T 1 N, R 68 W LEGAL DESCRIPTION of contiguous property owned upon which Special Review Permit is proposed: South z Section 15 T 1 N, R 68 W Property Address (if available) 3567 Weld County Road #8, Erie, CO 80516 PRESENT ZONE A OVERLAY ZONES TOTAL ACREAGE 2 + 14 = 16 /. I/5 2.42,6 PROPOSED LAND USE To expand existing rail and track material sorting plant. EXISTING LAND USE Land was not being used. "(14 acres under special review is being used by DJJ for track and an OTM Processing Slant. This additional 2 acres was a weed covered lot.)" SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR THE USE BY SPECIAL REVIEW PERMIT: - — — —Name: Columbine Iron & Metal (Normal Lovely, 6509 E. Milan, Denver CO 80237) Address: Weld County Road #8 City Erie, Colorado Zip dUS16 Home Telephone # Business Telephone # (343) 666-8702 Name: Address: City Zip Home Telephone # Business Telephone # APPLICANT OR -AUTHORIZED AGENT (if different than above) : Name: The David J. Joseph Company Address: 300 Pike Street/P.O. Box 1078 City Cincinnati, OH Zip 45201 Home Telephone # Business Telephone # (513) 621-8770 List the owner(s) and/or lessees of mineral rights on or under the -subject properties of record. Name: Columbine Iron & Metal Address: Weld County Road #8 City Erie. Colorado Zip 80516 Name: Address: City Zip I hereby depose and state under the 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 knowledge. COUNTY OF WELD ) STATE OF eOLORADO- ) C(IiCG /dirt. Sig ture: r or Authorized Agent Subscribed and sworn to before me this \CI" day of J u Ly 19 S?. Ca A��;tOtY( 1 NOTARY PUte,cc IC �,iROIYN A TRAINOR Notary public. State of Ohio My commission expires :--z\ '‘,\(—\11) My Commission Expires Mucha 1993 891065 Ja�lc ;. jue�l I � ' �fn ll J t5 / aCincinnati, Ohio 452. .-1078tine Administrative Account DATE CHECK NO. NET AMOUNT -PAY 37/35/88 0C119875 ********350.00 THREE HUNDRED FIFTY AND 00/100 DOLLARS TO THE MELD COUNTY ORDER 915 10TH STREET OF GREELEY CO 83631 A T t ZED SI UR THE FIRST NATIONAL BANK OF CINCINNATI U HORIZED Sf •"E ii' 1 198750 1:04 2 20 19481: "900 90 100 ENDORSEMENT OF THE ATTACHED CHECK BY PAYEE IS ACKNOWLEDGMENT PLEASE DETACH BEFORE DEPOSITING OF PAYMENT IN FULL FOR ALL ITEMS INCLUDED IN THIS STATEMENT )1-JGI-W000246 THE DAVID J. JO EPH CO. CHECKNO. 00 9875 VOUCHER YOUR INVOICE OUR PURCHASE YOUR INVOICE AMOUNT DISCOUNT NET AMOUNT NUMBER NUMBER ORDER DATE 362279 BUILD P=R-MIT Gb-29-88 350.0'J .00 350.00 TOTALS 353.C : .00 350 .CC 881065 ie �� Li ;. u,cNl, < <)II,pur,y Nr 120335 I Nil Cincinnati, Ohio 45k. i-1078 1-°Z2 J Administrative Account DATE CHECK NO. NET AMOUNT PAY JIM" 134988 120335 $175.00 TOT -IE Weld County ORDER 915 10th St. OF Greeley, CO 80631 AUTHORIZED SIGNATURE NOT NEGOTIABLE THE FIR'T NATIONAL BANK OF CINCINNATI AUTHORIZED SIGNATURE • 120 33-sM I:04 22-0 i948i: -900 90 L0M ENDORSEMENT OF THE ATTACHED CHECK BY PAYEE IS ACKNOWLEDGMENT f LEASE DETACH BEFORE DEPOSITING OF PAYMENT IN FULL FOR ALL ITEMS INCLUDED IN THIS STATEMENT CHECK NO V UMBER R I YOUR NUMBER INVOICE I OUR OPRUDRENHASE YOU DATE I AMOUNT I DISCOUNT NET AMOUNT 079_014 Investigati4n Fee 7-12-88 $175 .0_0 $175.00 • . . • 881065 Revised 7/ 14/ 88 APPLICATION REQUIREMENTS 1. A complete application form is attached. 1A. A copy of original application form as submitted 6/24/85 is attached. A. Explain the proposed use: The David J. Joseph Company currently operates a business engaged in the receiving, sorting, processing, storing and shipping of rail and other track material, which we handle for the Union Pacific Railroad. Usable materials are returned to the Union Pacific while scrap material is shipped to CF&I and Colorado Steel & Wire. Our current operation is conducted under USR permits granted in 1985 and this application is for an additional 2 acres of land we have leased from Mr. Norman Lovely. This additional property will be used for storage of inprocess material and processed material waiting shipment to the UP or CS&W. B. Explain need for use: To provide additional operating space to make our plant more efficient. C. Explain the types of exi-sting uses on surrounding properties : The property immediately adjoining our property on the north and south is used by Mr. Norman Lovely for a scrap processing facility. The property further to the north and west of our property is used as agricultural land. The property to the east is Interstate 25 . The property south of Weld County Road 8 is also agricultural property. D. The distance of the proposed use to residential structures in each direction: The closest residential structure is located on Colombine Iron & Metal property, less than 1/4 mile from our property. All other residences are more than 1/2 mile west of our property. 831.065 Page 1 E. Maximum number of users , patrons, members , and buyers : Our original property is 14 acres leased from the UP railroad. This additional 2 acres is leased from Colombine Iron & Metal (Norman Lovely) and all property will be for the exclusive use of The David J. Joseph Company. F. The number of employees , number of shifts and hours of operation: We currently have approximately 35 hourly employees, which can vary with business conditions. The plant operates on a split shift basis with most employees working from 6 : 00 or 7 : 00 a.m. until 3-4 : 00 p.m. and 3 to 5 employees working from 11: 00 a.m. until 7 : 00 p.m. These 3 to 5 employees will be operating a crane , un- loading or reloading material, performing maintenance , etc. General production will not normally be done by these employees in the time period of 4-7 : 00 p.m. G. The type of water source for the proposed use: Water is Left Hand Water Cooperative . We have requested a letter from Left Hand confirming our contract and giving our tap number. H. Explain the access routes to be utilized for the proposed use: Access is off Weld County Road 8 and/or through property currently owned by Mr. Lovely on roads currently in use by him. I . Explain type, size, weight, and frequency of vehicular traffic associated with the proposed use: Most of the material processed is received and shipped by rail; however, we ship approximately five flatbed truckloads of material per day to Colorado Steel & Wire. These trucks do not exceed the legal weight limit. J. The type of sewage facility for the proposed use: We have installed a septic tank. (Permit #850210) as designed by McCarty Engineering. Page 2Cz Revised 7/14/ 88 K. A description of the proposed fire protection measures associated with the proposed use : We use fire extinguishers as well as fire hoses and fire barrels for this purpose. Also, the ground will be plowed and all weeds will be controlled. L. The types and maximum number of animals to be concentrated on the use by special review area at any one time: We do not have any animals on this property. M. The type and size of any waste , stockpile , or storage area associated with the proposed use: There are at times stockpiles of unprepared and prepared railroad rail and OTM. It is estimated these piles do not exceed 15 ' in height nor 100 ' in length and may be found in any area of the property we are using. These stockpiles will come and go as dictated by business conditions and the fluctuations in inbound flow of material. There is little waste or trash associated with this process , but any waste material that is generated is hauled to proper landfills. N. Type of storm water retention facilities associated with the proposed use: We will make no changes in the current contours of the land for the runoff of storm water . This land appear-s to be contoured in such a way as storm water is well managed. O. The time schedule and method of removal and disposal of debris, junk, and other wastes associated with the proposed use: As stated earlier, all trash and debris associated with this operation is hauled by trash con- tractor to proper landfill facilities . Page 3 881.065 Revises ii --/ O P. Explain proposed landscaping plans and erosion control measures associated with proposed use : All property along Route 8 has been lan- scap-a with trees. Also, we have no plans for erosion control measures as this property appears to be contoured in such a manner as to avoid erosion problems . Q. Reclamation procedures to be employed upon cessation of the use by special review activity: None will be necctsary on this acreage. R. A timetable showing the periods of time required for construction and start-up for the proposed use: It is our expectation to be in full operation at this facility upon issuance of permit. Page 4 `.fi5 Revisea 7 - / ab SECTION 3 The subject property has been part of Colombine Iron & Metal for some years and was not in use. It is part of the original Eagle Mine property and has never been used as agricultural pro- perty. We are in no way affecting the agricultural attitude of Weld County and have no intention of doing so, as we are not taking agricultural land out of production. None of the functions which The Joseph Company will perform at this location will en- danger the health, safety and welfare of the inhabitants of the neighborhood and county. This use by special review area is not located in a flood plain or the Weld County Airport overlay district. It is, however, located in an area of geologic hazard. Attached is a report from McCarty Engineering of Longmont, Colorado advising this property is suitable for our operation. We are using water from Left Hand Water District and have requested a letter from them explaining our contract and stating our Tap Number. Attached please find a copy of the Lease Agreement between Colombine Iron & Metal and DJJ covering this property, as well as a map with the subject property shown in cross hatch. A soil report is attached to and is part of the original permit. A list of the names and addresses of all property owners located within 500 feet of our property is also attached. Page 5 CS.1065 NAMES OF OWNERS OF PROPERTY WITHIN 500 FEET Please print or type NAME ADDRESS, TOWN/CITY, ASSESSOR'S PARCEL STATE AND ZIP CODE IDENTIFICATION # Norman Lovely 6509 E. Milan 1467-15-0-00-037 Denver, CO 80237 John T. & Shirley 2474 Weld County Rd. #7 1467-15-0-00-072 Cleland Erie, CO 80517 Erie Road Joint 3701 S. Broadway 1467-15-0-00-065 Venture Englewood, CO 80110 Earl L. & Ruth S. 3206 Weld County Rd. #8 1467-22-0-00-022 Arneson Erie, CO 80516 Union Pacific 1416 Dodge Street 1467-15-0-00-065 Railroad Omaha, Nebraska 68179 881065 AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Application No. Subject Property k C: STATE OF COLORADO ) HAh1lLivri ) ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names and addresses of all mineral owners and lesses of mineral owners on -or under the -parcel of land which is the subject of the application as their names appear upon the records in the Weld County Clerk and Recorder's Office, or from an ownership update from a title or abstract company or an attorney. r 90414.49,-, The foregoing instrument was subscribed and sworn to before me this \--:A day of , 19i> . WITNESS my hand and official seal. My Commission expires: ,I- \ q3 _ Notary Public CAROLYN A. TRAINOR - Notary Public, State of Ohio My Commission Expires March 8, 1993 F)-1065 AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Application No. Subject Property STATE OF - e ;o ) fVAAlil_l;J) ss. COUNTY OF W£h13- ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of property (the surface estate) within five hundred (500) feet of the property subject to the application. This list was compiled from the records of the Weld County Assessor, or an ownership update from a title or abstract company or attorney, derived from such records, or from the records of the Weld County Clerk and Recorder. The list compiled from the records of the Weld County Assessor shall have been assembled within thirty (30) days of the application submission date. 92101-6-121- The foregoing instrument was subscribed and sworn to before me this ( day of k ( '- 107 .. WITNESS my hand and official seal. My Commission expires: 1 Notary Public CAROLYN A. TRAINOR Notary Public. State of Ohio My Commission Expires March 8. 1993 FIRST AMENDMENT OF SCALE USE AND RECIPROCAL ACCESS AGREEY : This instrument amends the Scale Use and Reciprocal Access Agreement (the "Agreement" ) made as of September 17 , 1985 between THE DAVID J. JOSEPH COMPANY ( "Joseph") and NORMAN LOVELY and COLUMBINE IRON & METAL, INC . (collectively "Columbine" ) . Effective as of Q ..< �� , 1986 , Columbine leases to Joseph and covenants that Joseph shall have quiet enjoyment of the parcel containing approximately two (2) acres which is cross-hatched on Exhibit A hereto (the "Leased Property" ) , for a term ending at the end of the term of the Agreement . The rent for the Leased Property is Three Hundred Dollars ( $300 ) per month ( $10 per day for any partial month) , payable in addition to and at the same time as the fee specified in Section 2 of the Agreement . Joseph shall have the right to alter the Leased Property at Joseph' s own -expense as it may desire, but any permanent structures shall be subject to Columbine ' s approval , not to be unreasonably withheld . Real estate taxes and assessments on the Leased Property shall remain the sole responsibility of Columbine . HLUMBI IRON is METAL INC. BYL�j�, I Ly.� . ,.TO�£ 71 or n Lovel 8.8:x.06 ___ . _. . - •^`•OV NpIN A • / ? /7•76.: vi t 11l as In •» ;� itS 5�. • IA ?Wei I I, 4, /I O �0, ti / stI+ 1. ,, . •I . i ii > - ,•� • '441 /44-/‘,33 : :' F/. - 1 air t,Sr 6r 9C , `4,, 9 '/ /'/ :t•: / 4 c� `' r t7 11 / l • ;i{If .,, S. / •.4 • `,, b / `y / / / '�` 1 �./ q. '•I Sh, ••L, '� r / - 0, . ,�f� 49.91, ' :"'113 .fin..,• • V °• j• �* ,• 000 O,, • a t . / •, .'b� •4, / . -. .y/ .01, • .I 4 7, vol.:....1,. 11,..4 V 43.'aft I / r4.• `. • `we / b`•Yt, ib• / 7 i / Doi • • Oc Y T°4,/• / 4 9, ° 'zr.tz / /"t 1 .. / I it •4 +.. / I ii il ift.: \ . , . 'ti / //! 'Pie i t N / J` / • 0 ••• a /.//1 o. Ns% _ ar i ?s. / // / . ft_ o~ //� 0y, r \ . c , . . • \ •st ; 441 / , 4:0, el kli P. rp/ tt • v t° � y�A d / A.•/..v , I 11 / // r t .. / / /.t)c 14. .t • . l' • / 11/ ;\ / • / / / 7 / / / / // / / / .4164 • Os sjo / / / ; • _ 7 n i / a. ss, ti. °r '° .f• \ LL 881065 r � _. r• _;aT - .. h � yr, lei . . • rti " . 67�Ut1Z -., � tit 2.1., s c �j �� '-se { r � '� I i '66.;C • 3 :it:-1 1i ci -44ir -::- ,7'•,. fill ,•1 c 0 - .. ,_ : . (-- , (--- - :.i . , it Ei Y Fi;OW it n.40 56 I .lSi'1•••- £. s I *v�, 3.` _. . . � J /<v 34 ��4. / ,F .Qt�fm 'Air1 iii' �i 34 ENS 1 .. yS fist� /.c � o 9l`tli (, 'x' S' s'' _ • .1 1 < .z X42 �.C3x"' �"�t5��_ I ,//5 A ` '1 r Pi, y t r 4 u� t JW .: y - " c.. 67 1 - f �,5 T 9 - '-. 15-.. 40 t�,� .< j *� r,, 57 • 5J, a'‘Ily ' ,. .Y .i41 ✓. 1 .- • /.t k 7 - .• % i1 F: \ ;' � ` . , 63 -Th+^ 4a/• _n` "'r •• 42� � S 13 3T nom. abbb. Y3/ ]9 Y B:- itmi 3 4y • r 41 }jE`P 0. E . Ierr - - ' yre r Y �lri 2 79 .rIi. e 4152 65 r 3 < 83--s a - ,�`� r• r.": S , 't Ell* �.. l a j1 56 4 .} 28 SOIL SURVEY 40—Nunn loam, I to 3 percent slopes. This is a deep, vegetation should be continued for as many years as well drained soil on terraces at elevations of 4,550 to 5,000 possible following planting. Trees that are best suited and feet. It formed in mixed alluvium. Included in mapping have good survival are Rocky Mountain juniper,-eastern are small, long and narrow areas of sand and gravel redcedar, ponderosa pine. Siberian elm, Russian-olive, and deposits and small areas of soils that are subject to occa- hackberry. The shrubs best suited are skunkbush sumac, sional flooding. Some leveled areas are also included. lilac, Siberian peashrub, and American plum. Typically the surface layer of this Nunn soil is grayish Wildlife is an important secondary use of this soil. The brown loam about 12 inches thick. The subsoil is light cropland areas provide favorable habitat for ring-necked brownish gray clay loam about 12 inches thick The upper pheasant and mourning dove. Many nongame species can part of the substratum is light brownish gray clay loam. be attracted by establishing areas for nesting and escape The lower part to a depth of 60 inches is brown sandy cover. For pheasants, undisturbed nesting cover is essen- loam. tial and should be included in plans for habitat develop- Permeability is moderately slow. Available water ment, especially in areas of intensive agriculture. Range- capacity is high. The effective rooting depth is 60 inches land wildlife, for example, the pronghorn antelope,can be or more. Surface runoff is medium, and the erosion attracted by developing livestock watering facilities, hazard is low. managing livestock grazing, and reseeding where needed. In irrigated areas this soil is suited to all crops com- This soil has fair to poor potential for urban develop- monly grown in the area, including corn, sugar beets, ment. It has moderate to high shrink swell, low strength, beans, alfalfa, small grain, potatoes, and onions. An exam- and moderately slow permeability. These features create ple of a suitable cropping system is 3 to 4 years of alfalfa problems in dwelling and road construction. Those areas followed by corn, corn for silage. sugar beets, small grain, that have loam or sandy loam in the lower part of the or beans. Generally such characteristics as a high clay substratum are suitable for septic tank absorption fields content or a rapidly permeable substratum slightly and foundations. Some areas of this soil are adjacent to restrictsome crops. streams and are subject to occasional flooding. The poten- All methods of irrigation are suitable, but fun-ow ir- tial is fair for such recreational development as camp and rigation is the most common. Proper irrigation .cater picnic areas and playgrounds. Capability subclass Ile ir- management is Essential. Barnyard manure and commer- rigated, IIIc nonirrigated; Loamy Plains range site. cial fertilizer are needed for top yields. Most nonirrigated areas are used for small grain. The soil is summer (allowed in alternate years. Winter wheat is the principal crop. If the crop is winteriuued, spring wheat can be seeded. Generally precipitation is too low for beneficial use of fertilizer. Such practices as stubble mulch farming, striperopping, and minimum tillage are needed to control soil blowing and water erosion. The potential native vegetation is dominated by blue grarna. Several mid grasses, such as western wheatgrass and needleandthread, are also present. Potential produc- tion ranges from 1,600 pounds per acre in favorable years to 1,000 pounds in unfavorable years. As range condition deteriorates, the mid grasses decrease; blue grama, buf- falograss, snakeweed, yucca, and fringed sage increase; and forage production drops. Undesirable weeds and an- nuals invade the site as range-condition becomes poorer. Management of vegetation on this soil should be based on taking half and leaving half of the total annual produc- tion. Seeding is desirable if the range is in poor condition. Sideoats grams, little bluestem, western wheatgrass, blue grams, pubescent wheatgrass, and crested wheatgrass are suitable for seeding. The grass selected should meet the seasonal requirements of livestock. It can be seeded into a clean, firm sorghum stubble, or it can be drilled into a firm prepared seedbed. Seeding early in spring has proven most successful Windbreaks and environmental plantings of trees and shrubs commonly grown in the area are generally well suited to this soil. Cultivation to control competing 88'x.035 McCARTY ENGINEERING CONSULTANTS, INC. • June 26, 1985 Mr. Edgar F. Johnson, Regional Director The David J. Joseph Company 300 Pike Street Cincinnati, OH 45202-4214 Dear Ed: Re: Geologic Hazard Study for Erie, Colorado Property I have completed my inspection of the above referenced property, as requested. This letter report contains my findings of the existing conditions at the property. No subsurface investigations were performed other than research of existing studies in the area. This report is not intended to imply that there is no possibility of ground subsidence in the future, however, the inspection made at this time showed no visible signs of surface subsidence that has occurred recently at any location on the property. The legal description of the property was supplied to us by your company and is attached as Exhibit A. This particular piece of land lies within a severe geologic area, as shown on a map prepared by the Colorado Geological Survey dated May 10, 1978. The Eagle Mine lies directly east of the property. This mine is not listed in the Colorado Inactive Mine Reclamation Plan as having significant environmental or safety problems. However, it is mentioned as being the cause of minor subsidence under I-25 at the Erie exit. Additional data obtained from the Colorado Geological Survey for the Eagle Mine includes the following facts: 1. The depth of cover over the mine at the property site is between 350 feet to 400 feet. 2. The probable thickness of coal extracted beneath the property site is between 5 feet to 10 feet. 3. The mine pillars under the property site have not been removed. 703 THIRD AVENUE • LONGMONT,CO•772-7755/449-4373 80501 8810 Ed Johnson Page 2 June 26, 1985 I obtained additional information regarding subsidence problems from the Union Pacific Railroad and was informed by Barry Truesdell of their Denver office that they have had spotty subsidence problems under their tracks in this area. The subsidence they have experienced has been minor in nature. A visual inspection of the property indicated there has been no subsidence, with the possible exception of a small depression directly south of the old railroad spur. There is the possibility that fill was excavated from this location for building the railroad spur. I did observe an old drainage structure under the railroad tracks which indicates that it has been there for a long period of time. Therefore, this depression, even if it did occur from subsidence, is very old and has not moved for a considerable period of time. The possibility does exist for subsidence to occur at this property sometime in the future. However, due to the nature of the proposed business to be located at this site, the occurrence of subsidence should not pose a serious threat to the operation. This completes my inspection and report. If any permanent structures are ever proposed to be located on this site, additional review will be necessary by a registered professional engineer. If you have any questions or need additional information, please feel free to call. Respectfully submitted, McCarty Engineering Consultants, Inc. lor-5C— ,14/1; alrfrd ,.,0,‘,,,t:I!!!'*!!!''...„, Mike Applegate, P. E. a ,V8Tal.(‹,- ' MA/rna `�Z:• CC, cc: File *1628. 1 I*(( 15791jJ 3::" Or 0j cO x., `\` 8810 NANO Post Office Box 210, Niwot, CO 80544-0210 W•TE- � SUPPLY :nnA (303) 652-2188, Metro (303) 443-2036 July 13, 1988 Att: Keith Schuett Dept. of Planning 915 10th Street Greeley, CO 80631 Re: Meter Number 80 96 14 J2 Account Number 2914 TO WHOM IT MAY CONCERN: The property located on Weld County Road 5 is within the "service area" of Left Hand Water Supply Company. The membership for the above named property has been completed and the property is currently served by this Company. This account has a business and light commercial rate. See the attached schedule regarding this classification. If you have further questions regarding this matter, you may contact me at the Company office. Sincerely, -James M. Dickey/ General Manager rr 881.0 6.5 Stlilll ULE OF POLICIES a RATES 11. business and Liiiht Commercial Memberships • A. Definition: Business and Light Conuuercial for the purpose of this membership classification is defined to include all users of 100,000 gallons per month or less and whose use is not included in the Residential. Multiple Rousing, Industrial , or Special Use memiership classificatiots. A single business and commercial membership may be granted to cover more than a single enterprise if grouped in a single complex by nature of ownership or construction. REFERENCES : By-Laws Article 3 - B(1) . B. Membership Requirements: L.) A Membership consists of the following: a. Membership fee b . . Front Footage fee c . One acre foot raw water 1) Left Hand Ditch share or Big Thompson Unit determined by property location. 2. ) The membership fee shall be at current membership price for one membership. Each membership will allow a maximum of 20,000 gallons average monthly usage. Whenever the average monthly usage exceeds the maximum gallons allowed during any six (6) consecutive mouths an additional Membership or Memberships must be purchased to comply with the Membership requirements of 20,000 gallons average monthly usage per membership. 3. ) The following additional table shall also be used to determine the number of memberships required for motels , shopping centers and other Business & Light Commercial Membership Taps when service is provided for more than one unit through one meter as determined by engineer and/or Board of Directors. a. Motels & Other Business & Light Commercial Membership Taps: 1 - 7 Units 1 Membership 8 - 15 Units 2 Memberships 16 - 23 Units 3 Memberships 24 - 30 Units 4 Memberships 31 - 40 Units 5 Memberships For more than 40 Units, one membership will be required for each additional five units or less. h. Shopping Centers - not for manufacturing enterprises I - 5 Enterprises 1 Membership 6 - 10 Enterprises 2 Memberships 11 - 15 Enterprises 3 Memberships For more than 15 enterprises one membership will be required for each additional 3 units or less. re r.. - page 2 II Business and Light Commercial Membership (con't) c. Motels and shopping centers with other services; such as laundry, restaurant, etc. . Each service shall be considered as equivalent to one dwelling unit for the basis of memberships. 4. ) Each Service connection for a business and light commercial membership shall be of sufficient size, as determined by the Board of Directors to provide an adequate supply for the intended use. Should a larg- er service connection and meter be requested than is normally provided by the Company, the Board of Direct- ors may authorize and direct the installation of such larger service connection and meter upon such addition- al terms and conditions as the Board of Directors may provide in authorizing such larger connections. C. Meter Bates: There shall be assessed and charged for the use of water measured through a meter, per month, per membership from the water lines of the Company at the following schedule of rates hereinafter called "Rate II". 0 - 5, 000 gal. $18. 50 Minimum 5, 000 - 30, 000 gal. 1. 00 a 1, 000 gal. 30, 000 - 40, 000 gal. 1. 50 a 1, 000 gal. 40, 000 - 150, 000 gal. 2. 00 0 1, 000 gal. Policy adopted August 14, 1972 Revised March 13, 1978 References: Minutes of Board of Directors Meeting March 13, 1978 C. Meter Rates Only Revised June 8, 1987 Effective Nov. 1, 1987 681c g -8- .* . -_ ti;','..,-”;.- .- *' u""; '- 3,lk std x'; ' ,}` t y f ru'ic. ' Y.Rt ' ' ,fi t _^ z :i EF 1; .111, (_1,t r ,I . `c, • '", i y 'dy fiI- ,.. it " v `e� e0X I, .•'', CT NO:: 00002914 " R/S":$0.027 ACCT NU. 00002914 MAILED 06/24/80 - * � IF,S, '1,80,H SERVICE ADOR: WELD CO RD 8 EERY ICC-ADDRESS! L! s ?RV ROG FRES R 8 USAGE '.' � WEIS CO RD.0 4j - vw 5, t,, 287000 294000\ 7000 WATR, ` - DoE Deerg ....>,07120 8$ +: FROM TO DAYS 1 MOUNT--DUE IF /PAID BY,' 07720/88'' `,1 . --->:;,-, ,-.,:20-E4144.-.. 3,„- j.. 05/25 06/21 27 k Water 20.50 AMOUNT IF NOT PAID•WO /80,i' ---> ., 20�9' ,`4 • � t • DUE DATE IF PA ID BY DUE DATE 20.50 • 07/20/88 <---> AFTER DUE DATE 20.91 RETUFd4 THIS STUB..W TN PA AEC'D JUN 28 1988 T I . „ • n • <..' . n16...... .. ..... Y • I SI::. INDIVIDUAL SEWAGE" DISPOSAL SYSTEM PERMIT N.O., G-850210 WELD COUNTY•T`r' HEALTH DEPARTMENT NEW PERMIT ENVIRONMENTAL HEALTH SERVICES 1 5 1 6 HOSPITAL ROAD, (GREE LE Y - CO 80631 353-0635 EXT2225 jNER DAVID J. JOSEPH CO ADDRESS F ,0 BOX .03) 828-3419 ERIE CO 80516 ?DRESS OF PROPOSED SYSTEM 3567 we::r 0 I:::I'::I.1: CO 80516 :GAI_. DESCRIPTION Ol::• SITE : SEA'I"'�Y SEC 15 TWP i RNG 68 \� .J JBD]:VISIC.)N : LOT 0 BLOCK 0 FI1...:I:N(;; 0 :I:C TYPE : COMMERCIAL :RVICES : PERSONS 18 BATHROOMS 3-00 LOT SIZE: 12-50 ACRES BEDROOMS 0 BASEMENT I::'L_UMBINia- NO WATER SUPPLY LFTND I'L_::C'FEET]:ON FEE $150 .00 0 .00 :1:: ' D BY RECEPTIONIST AID SIGNED BY ED JOHNSON DATE 08/28/85 . DATE 08/28/85 :RCOLATION RATE 46.0 MIN D'ER INCH WATER TABLE DEPTH 6 FEET )IL TYPE SUITABLE:: PERCENT GROUND C)LJNI) ELOPE 0 DIRECTION :QUIRES ENGINEER DESIGN YES s:OM THE APPLICATION INFORMATION SUP'P'LIED AND THE ON—SITE SOIL PERCOLATION(:.ti' DATA ]E FOLLOWING MINIMUM INSTALLATION SPECIFICATIONS ARE REQUIRED : SEPTIC TANK 1 000 GALLONS, ABSORPTION TRENCH SQ . F T ., OR ABSORPTION BED 2301 S( . FT . 4 ADDITION, THIS PERMIT IT- :i:::� SUBJECT J( CT TO THE FOLLOWING ADDITIONAL ONAi._ TERMS AND .)NDITIONS : _..._.__.._..._._. _ ....._ ........ — CIS PERMIT IS GRANTED TEMPORARILY TO ALLOW CONSTRUCTION TO COMMENCE:. THIS PERMIT aY BE REVOKED OR SUSPENDED BY THE WELD COUNTY HEALTH DEPARTMENT FOR REASONS SET JRTH IN THE WELD COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS INCLUDING 4ILURE TO MEET ANY TERM OR CONDITION IMPOSED THEREON DURING TEMPORARY OR FINAL 'PROVAL. THE ISSUANCE OF THIS PERMIT DOES NOT CONSTITUTE ASSUMPTION BY THE :F'ARTMENT OR ITS EMPLOYEES OF LIABILITY FOR THE FAILURE OR INADEQUACY OF THE ::WAGE DISPOSAL SYSTEM . VARGUi..ICH , GEORGE 09/25/85 ENVIRC)NMENTAL.. SPECIALIST DATE iIS PERMIT IS NOT TRANSFERABLE ANI) SHALL.. BECOME VOID IF SYSTEM CONSTRUCTION HAS iT COMMENCED WITHIN ONE. YEAR OF ITS ISSUANCE. BEFORE ISSUING FINAL APPROVAL OF ITS PERMIT THE WELD COUNTY HEALTH DEPARTMENT I RESERVES THE RIGHT TO IMPOSE ADDI-•• ONAL TERMS AND CONDITIONS REQUIRED TO MEET OUR REGULATIONS ON A CONTINUING BA- S. FINAL. PERMIT APPROVAL IS CONTINGENT UPON THE FINAL INSPECTION OF THE COM-- ..ETED SYSTEM BY THE WELD COUNTY HEALTH DEPARTMENT. T",,a Js: %-mac , (STEM INSTALLER 6- ;L&I'l- N--... ...F :I.NAI_ INSPECT l.(,I � DATE i / ' (STET ENGINEER -.,A.cc.,t4- ._ _._.._......... APPROVAL- 4.11--1--t. �^"'r''.4-1-t- dA 3.7.-. ... .. ...... ... . .. ...... (PE OF SYSTEM INSTALLED 1 I::i• Ii IRONMENTAI_. SPECIALIST I:AI...:I:ST iE• ISSUANCE OF THIS PERMIT DOES NOT IMPLY COMPLIANCE WITH OTHER STATE,I- COUNTY LOCAL REGULATORY OR BUILDING REQUIREMENTS, NOR .SF•{r'iI...I... IT ACT TO CERTIFY THAT .IE SUBJECT SYSTEM WII...I... OPERATE IN COMPLIANCE WITH APPLICABLE STATE, COUN.•T.._r. AND- :)CAL REGULATIONS ADOPTED I'L:RSUANT TO ARTICLE 10, TITLE ?5, CRS 1973, AS AMENDED, <CEF'T FOR THE PURPOSE OF ESTABLISHING FINAL APPROVAL OF AN INSTALLED S':Y.S ILM F1:)R = `•;UriNC.;I::' OF A LOCAL OCCUPANCY PERMIT PURSUANT 10 CRS 1973 25-10-11i (2) ' • 1 I-ls..l. -....APPLICANT; ,: ::I..Y :xli. i••tr LJ(:tu)••.EI•1s MAY, .1 ` ( riginai 6/24/ 0..) "mu APPI.ICATiuN HSF. BY SPECIAL REVIEW Department of Planning Services, 915 Tenth Street, Greeley, Colorado 80631 Phone - 356-4000 - Ext. 4400 Case Number Date Received Application Checked by Mylar plat submitted Application Fee Receipt Number Recording Fee Receipt Number TO BE COMPLETED BY APPLICANT: (please print or type, except for necessary signature) I (we), the undersigned, hereby request hear nc the Weld County Planning Commission and the Weld County Board of County Conunissi cerning the proposed Special Review Permit of the following described unincorporated Weld County Colorado: LEGAL DESCRIPTION OF SPECIAL REVIEWYf:RMIT AREA: South Z Section 15 T 1 N, R 68 W LEGAL DESCRIPTION of contiguous property owned upon which Special Review Permit Is proposed: None Section T N, R W Property Address (if available) PRESENT ZONE A OVERLAY ZONES TOTAL ACREAGE 14 PROPOSED LAND USE To construct a rail and track material sorting plant EXISTING LAND use Laid is not currently being used SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR THE USE BY SPECIAL REVIEW: Nanli:_upign Pacifir Railroad_ Address:1416 Dnrige Street- City_Or a. Nebraska zip 68179 Home Telephone e _ Business Telephone e 1-402-271-2109 Name: Address: City Zip Home Telephone tt _01 ss Telephone it Name: Address: _ --- _♦ "YYCity Zip Home Telephone it B'isin. ss Telephone 8 APPLICANT OR AUTHORIZED .AGENT (if different than shove): Name: The Tklvid J. Joseph Company Address: 300 Pike Street/1' 0. Box 1078 City Cincinnati. Ohio zip 45201 Home Telephone R Business Telephone it 1-513-621-8770 List the owner(s) and/or lessees of mineral rights on or under the subject properties of record. Name 1—Union Pacific ai road Address: 1416 Dodge Street city (Inaba Nebraska zip 68179 Name: Address: _ __.. _ City Zip Name: Address: City Zip ( herehy depose and stare under the nennlltie.s of perjury that all statement preroeals and/cr plans submitted with or contained within this application are true and correct to the best of my knowledge. II�� i314.0 L"lt', COUNTY OF WELD ) STATE OF COLORADO. ) �� C H�O • �Cl' L t ' � - c�'s :J-1a4G�r IIII Signa Owner of A horized Agent O • Subscribed and sworn to before me this L-I4lbay of J LAILC- 19 C6 . , SEAL Ca4Dt,}.� A ..�o-�.kz- NOTARY PUBLI CAROLYN A. TRAINOR My commission expires — e-7 z Notary Public, State of Omb -- - My Commission 'sakes Much 4 198 a1o65 Original 6/24/ 85 I= s A APPLICATION REQUIREMENTS I 1 . A complete application form is attached. 2 . Detailed description of proposed operation and use : A. Explain the proposed use : The David J . Joseph Company will receive from the Union Pacific Railroad, material consisting of railroad rail and other associated items which have been taken out of service . This material will be sorted into material which may be reused by the Union Pacific , and material for our other customers , Colorado Steel & Wire and CF&I at Pueblo , Colorado. B . Explain the need for the use : This plant is being built at the request of the Union Pacific to sort used rail and return material usable by them, thus providing an economic service to the railroad. C. Explain the types of existing uses on surrounding properties : The property immediately adjoining our property on the north and &south is used by Mr. Norman Lovely for a scrap proc g facility. The property further to the nort st of our property is used as agricultural he property to the east is Interstate 25 . property south of Weld County Road 8 is also agri tural property. D . The distance of the proposed use to residential struc- tures in each direction: The closest residential structure is approximately two miles west of our location. E . Maximum number of users patrons , -members , and buyers : This property is owned by the Union Pacific Railroad and will be used exclusively by The David J. Joseph Company. F. The number of employees , number of shifts and hours of operations : It is anticipated we will have approxi- mately 18 hourly employees and two salaried employees . Our work shift will be one 8-hour shift with the possibility of overtime. G. The type of water source for the proposed use : Water will be provided by a well to be drilled on our property. Application has been made to the state of Colorado for a permit to drill the well. H. Explain the access routes to be utilized for the proposed use : Access will be off of Weld County Road 8 and through property currently owned by Mr. Lovely on roads currently in use by him. 681065 s, 9 — 2 — I . Explain type, size , weight , and frequency of vehicular traffic associated with the proposed use : Most of the material processed will be received and shipped by rail ; however , we will ship approximately five flatbed truckloads of material per day to Colorado -Steel & Wire . These trucks will not exceed the legal weight limit . J . The type of sewage facility for the proposed use : We will install a septic tank. K. A description of the proposed fire protection measures associated with the proposed use : We will use fire extinguishers as well as fire hoses for this purpose. Also , the ground will be plowed and all weeds will be controlled. L. The types and maximum number of animals to be concen- trated on the use by special review area at any one time : We will not have any animals on this property. M. The type and size of any waste , stockpile -or storage area associated with the proggosed use : There may at 11 times be stockpiles of u ed and prepared railroad rail . It is Estimate piles will not exceed 15 ' in height nor 100 ' \ gth. There should be no waste or trash associate With this process , but any waste material that mig 'f be generated will be hauled to proper landfills . N. Type of storm water retention facilities associated with the proposed use: We will make no changes in the current contours of the land for the runoff of storm water. This land appears to be -contoured in such a way as storm water is well managed. 0. The time schedule and method of removal and disposal of debris , junk , and other wastes associated with the proposed use: As stated earlier , all trash and debris associated with this operation will be hauled to proper landfill facilities . P . Explain proposed landscaping plans and erosion control measures associated with proposed use: We have no plans 'or landscaping this operation , as it is some distance from any roads and it is not readily visible . Also , we have no plans for erosion control measures as this property appears to be contoured in such . a manner as to avoid erosion problems . 881065 r { Driginal 6/ 24/ 85 i . - 3 - Q. Reclamation procedures to be employed upon cessation of the use by special review activity: As provided for in our lease with the Union Pacific Railroad , it will be necessary for The David J . Joseph Company to remove all physical structures on all property should we cease operation of this facility. R. A timetable showing the periods of time required for construction and start-up for the proposed use : It is our expectation to be in full operation at this facility by the end of August 1985 . SECTION III The David Joseph Company is installing this plant on property owned by the Union Pacific Railroad and under lease to The Joseph Company. This property has not been used for a number of years and is part of the old marshaling yard associated with the Eagle Mine property; therefore , it has been part of the agricultural land of Weld County . We are ay affecting the Agricultural attitude of Weld County a 1lffjj no intention of doing so , as we are not taking agricul t and out of production. None of the functions which The Jos • Company will perform at this location will endanger the health , safety and welfare of the inhabitants of the neighborhood and county . This use by special review area is not located in a flood plain or the Weld County Airport overlay district . It is , however , located in an area of geologic hazard. Attached to this appli- cation please find a report from McCarty Engineering of Longmont , Colorado advising this property is suitable and stable for our operation. We will be using water from a well drilled on our property . A permit for this well has been applied for. A copy of the legal description of the property and a copy of the lease between the Union Pacific Railroad and The David J . Joseph Company are attached. A soil report of the site is also attached and gives proper description of the soil and its limitations and uses . A list of the names and addresses of all property owners located within 500 ' of our property is also attached. This list was assembled on June 19 , 1985 by Edgar F. Johnson from the records at the Weld County Assessor ' s office . The mineral rights to this property are retained by the Union Pacific Railroad and are stated as such in our lease . Also , the • Union Pacific Railroad is to supply to Weld County an affidavit to this effect. EFJ/mlh 881065 Hello