The URL can be used to link to this page

Browse Search

Home My WebLink About20192183.tiffMEMORANDUM TO: Board of County Commissioners DATE: July 22, 2019 FROM: Dawn Anderson, Public Works SUBJECT: Final Reading Code Ordinance 2019-12 Due to the new 1041 designation in relation to oil and gas in Weld County, Public Works has proposed code changes to Chapters 8, 12 and 23 of the code for clean up and review in order to align with our current operations. First reading was approved on June 12, 2019 while second reading was approved on July 1, 2019. Public Works had not received any feedback or comments on this ordinance, specifically from the industry in relation to the Storm Drainage Criteria. In order to solicit feedback Public Works held a Drainage Workshop at the Southwest Weld Service Center on July 11, 2019. The workshop had 22 attendees representing 18 engineering firms. The presentation and sign in sheet are attached. The workshop provided engineers the opportunity to ask questions and give feedback on proposed code changes. Public Works asked for any additional comments be provided by end of business on Monday, July 15th. Staff received emails from two attendees with additional questions or suggestions to the proposed code, emails are attached. Staff reviewed those suggestions and presents the following proposed changes to final reading today. Article XI — Storm Drainage Criteria Page 2, wordsmithing items to modify a definition title - Remove the term "Retention" and replace it with "Stormwater Infiltation" to now read Retention Pond/Stormwater Infiltration, this will help match the terminology used in state statute for consistency. Page 5, change the term "hydrographs" to "rainfall distribution data" for better clarification. Page 8, #6 - wordsmithing items, #8 — include a specific reference to state statute, #9 — include full spectrum for better clarification Page 9, #4 include a specific reference to state statute Transport Permits Correct addition of Article from XIII (13) as previously approved to Article XV (15) {ROW permits had been moved to Article XIII} Public Works staff recommends approval of this ordinance as presented. I'm available to answer any questions you may have. oZo/ /. lift5 From: Elizabeth Relford To: acarlston@ridgetopeng.com; alles taylor duke@yahoo.com; Brandon Luster (Brandon.Luster@hdrinc.com); casimoninc@gmail.com; cclark@uintahgroup.com; Chad Tevelde (ctevelde@agpros.com); chadwin.cox©westerneci.com; cknapp@drexelbarrell.com; colleen@altitudelandco.com; colorado@pacland.com; dale.murphy@powereng.com; dschieldt@del-mont.com; Eric Wernsman; ewdunker@comcast.net; garrett@mockyridgecivil.com; greg@kellydev.com; Jacob Marzec (Jacob.Marzec©arcadis.com); jcasey@dbstephens.com; Jeff Butson (Jeff.Butson©tetratech.com); Jeffrey Rusch@golder.com; jerramouspe@olssonassociates.com; joe@crestonellc.com; joel@rockyridgecivil.com; jpaas@parkengineering.net; kknapp@cvlinc.net; kurt@cesconsultantsllc.com; mary@wcecivil.com; "matt.gough@hdrinc.com"; mbeach@ridgetopeng.com; mbernardi@camintegrated.com; mcloud@samuelengineering.com; Melanie (melanie@northernengineering.com);"mikek@northernenclineering.com"; mskelskey@samuelengineering.com; MTHORNBROUGH@martinmartin.com; mwelker@Ascentgeomatics.com; Nate Stroud (Nate.Stroud@UnitedCivil.com); noah©baselinecorp.com; ntessitore@burnsmcd.com; rdburrows©aol.com; Richard Thornton (Richard.Thornton@hdrinc.com); rlleffler@aol.com; Sam.Eliason@UnitedCivil.com; tcampbell@coffey-engineering.com; tkrell@f-w.com; todd.rand@baselinecorp.com; treed@sanbornhead.com; Tricia(tricia@northstardesigninc.com); twatson@pnt-Ilc.com; Dawn Anderson (dranderson@weldgov.com); Hayley Balzano (hbalzano@co.weld.co.us); Don Dunker; Cinde Wright Cc: Valene Lickley; Sean Baker; Andrew Tiotuico; Eric Weis; kyle@wcecivil.com; Isaac Tiley; Mark Butler; Liesendahl, Matthew J ;Matt); Rogers/ Colton R Subject: RE: Weld County Drainage Workshop Date: Friday, July 19, 2019 11:27:45 AM Attachments: Ord19-12.3rd 071719.docx Happy Friday, I wanted to thank all of you who were able to attend last week's Storm Drainage Workshop! We value your input into our process and proposed code changes. For those of you who couldn't make it, I am following up with everyone so you can see the additional code changes that resulted from that meeting. The changes will be presented to the Commissioners at 9:00 a.m. on Vonday, July 22nd at the Weld County Administration Building (1150 O Street Greeley). If you have additional comments, please do not hesitate to contact me or anyone in the department. Again, we are grateful for your time. Sincerely, Elizabeth Relford Deputy Director Weld County Public Works 1111 H Street PO Box 758 Greeley, CO 80632-0758 Email: erelford@co.weld.co.us Office: (970) 400- 3748 Mobile: (970) 673-5836 Web: http://www.co.weld.co.us Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that From: To: Cc: Subject: Date: Elizabeth Relford ioe@crestonelIc.com Jay McDonald; Dawn Anderson; Don Dunker; Cinde Wright; Hayley Balzano; Evan Pinkham; Mike McRoberts; Jennifer Finch; Tisa Juanicorena; Lyndsay Holbrook; Curtis Hall RE: Weld County Drainage Workshop Invitation Friday, July 12, 2019 12:32:05 PM COMMW :arm. ^axurv'z�srrigseelfi✓sy;;. .rlW aa'.aarnat- aM>,u.z.::raspy, cam n. .;a; ::,.^..,alaZ;sr mdrialafa/Z : s. ,, raiaZA=Mex nstrAs ^sr SAV' > i�vaa,:ar.S9ztresrsix „n.Sarae. 2mg r., arlArM:uvz vr�,r-N MMVS,Z an>.r an, .uzcvxzru aVIESSW70cmiar: :;aeSSVAPP..P,4 Hi Joe, Thank you so much for attending yesterday and providing additional suggestions below. We will look at them and send out the track change version next week because I do think you make some great points! Again, I can't tell you enough how much your feedback is appreciated! Hope you have a great weekend! Elizabeth Relford Deputy Director Weld County Public Works 1111 H Street PO Box 758 Greeley, CO 80632-0758 Email: erelford@co.weld.co.us Office: (970) 400- 3748 Mobile: (970) 673-5836 Web: http://www.caweld.co.us Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: joe@crestonellc.com <joe@crestonellc.com> Sent: Friday, July 12, 2019 10:10 AM TElizabeth Relford <erelford@weldgov.com> Cc: Jay VcDonald <jmcdonald@weldgov.com>; Dawn Anderson <dranderson@weldgov.com>; Don Dunker <ddunker@weldgov.com>; Cinde Wright <cwright@weldgov.com>; Hayley Balzano <hbalzano@co.weld.co.us>; Evan Pinkham <epinkham@weldgov.com>; Vike McRoberts <mmcroberts@weldgov.com>; Jennifer Finch <jfinch@weldgov.com>; Tisa Juanicorena <tjuanicorena@weldgov.com>; Lyndsay Holbrook <lholbrook@weldgov.com>; Curtis Hall <chall@weldgov.com> Subject: RE: Weld County Drainage Workshop Invitation Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good morning Elizabeth and the Weld County Public Works Team - I want to thank you for the invitation to review and provide input on the proposed drainage code revisions and overall drainage/grading review and permitting process. We offer the following questions & suggestions to the proposed code: 1. Sec 8-11-20. Definitions: "Retention Pond/Retention Facility" definition. In light of the Colorado Senate Bill 15-212 & CRS 37-92-602(8) - Stormwater Detention & Infiltration Facilities, we suggest possibly renaming "Retention Pond/Retention Facility" to "Stormwater Infiltration Facility" throughout the proposed County code. We suggest this to better align the County code/definitions with state statutes and better clarify through the name that these types of facilities do not permanently store water (as to which it seems from our experience many in the industry associated "retention" with), but temporarily store water during/after storm events and releases that storage via infiltration into the ground. 2. Sec 8-11-40. Drainage Policy — Part D (last sentence). "If an urbanizing jurisdiction has adopted a different historic rate than that stated in this subsection, than the most restrictive runoff rate shall apply". At this time, is the County aware of any jurisdictions within the County that have a more restrictive runoff rate than a historic 5-yr or 10-yr runoff rate for a 100-yr storm? 3. Sec 8-11-40. Drainage Policy — Part E. "Public Works shall review and approve new development in accordance with the storm drainage criteria of this article". Per the workshop, we understand the intent of this item is to ensure that state stormwater requirements (i.e. CRS 37-92-602(8)), in addition to County requirements are being met. May we suggest some form of reference to the latest Colorado CRS in Part E to cover this. Vaybe this is already written into another section of the revised County code and we just missed it. We recognize the unprecedented growth within the County and challenges you all have in terms of staffing, regulation updates, etc... to stay ahead of the curve. We thank you for reaching out to the industry to review ways to make the regulations flexible while maintaining the health, safety and well-being of the public. We've enjoyed working with all of the Weld County staff throughout the years and can attest to the open door policy and professionalism the Public Works team provides in helping to interpret code and working through problems to develop reasonable solutions. We are appreciative of the fairness you provide and look forward to continued collaboration with all of you. Best regards, Joseph IV. Erjavec, P.E. Crestone Consultants, LLC (o) 303.997.6113 (m) 303.919.0317 joe@crestonelIc.com i I • ��r.�'•'fxa.L C•. . Ps, From: Elizabeth Relford <ere ford@weldgov.com> Sent: Monday, June 24, 2019 1:39 PM To: acarlston@Jridgetopeng.com; allestaylor_duke@yahoo.com; Brandon Luster (3randon.Luster@hdrinc.com) <3randon.Luster@hdrinc.com>; casimoninc�gmail.com; cclark@uintahgroup.com; Chad Tevelde (ctevelde@agaros.com) <ctevelde@agpros.com>; chadwin.cox@jwesterneci.com; cknapp@drexelbarrell.com; colleen@altitudelandco.com; colorado@pacland.com; dale.murphy(cOpowereng.com; dschieldt@Ddel-mont.com; Eric Wernsman <ejwerns25@gmail.com>; ewdunker@comcast.net; garrett@rockyridgecivil.com; greg@kellydev.com; Jacob Marzec (Jacob.Marzec@arcadis.com) <Jacob.l Iarzec(arcadis.com>; jcasey@dbstephens.com; Jeff Butson (Jeff.Butson@tetratech.com) <Jeff.Butson@tetratech.com>; Jeffrey Rusch@golder.com; jerramouspe@olssonassociates.com; joe@crestonellc.com; joel@rockyridgecivil.com; joaas@parkengineering.net; kknaaa@cvlinc.net; kurt@cesconsultantsllc.com; mary@wcecivil.com; Mat.Gough@hdrinc.com; mbeach�ridgetopeng com; mbernardi@camintegrated.com; mcloud@samuelengineering.com; Melanie (melanie( northernengineering.com) <melaniePnorthernengineering.com>; mikek@northernengineering.com; MARK SKELSKEY <mskelskey@samuelengineering.com>; VTHORNBROUGH@Jmartinmartin.com; mwelker@Ascentgeomatics.com; Nate Stroud (Nate.Stroud@UnitedCivil.com) <Nate.Strouc @UnitedCivil.com>; noah@baselinecorG.com; ntessitorecburnsmcd.com; rdburrows@aol.com; Richard Thornton (Richard.Thornton@hdrinc.com) <Richard.ThorntonJhdrinc.com>; rlleffler@aol.com; Sam.Eliason@UnitedCivil.com; tcampbell@coffey-engineering.com; tkrell@f-w.com; todd.rand@baselinecorc.com; treed@sanbornhead.com; Tricia (tricia@northstarcesigninc.com)<tricia@northstardesigninc.com>; twatson@pnt-lIc.com Cc: Jay McDonald <;mcdonald@weldgov.com>; Dawn Anderson <dranderson@weldgov.com>; Don Dunker <ddunker@we dgov.com>; Cinde Wright <cwri ht@weldov.con>; Hayley Balzano <hbalzano@co.weld.co.us>; Evan Pinkham <epinkhamvveldgov.com>; Mike McRoberts <mmcroberts@weldgov.com>; Jennifer Finch <jfinch@weldgov.com>; Tisa Juanicorena <tjuanicorena@weldgov.com>; Lyndsay Holbrook <lho brook@vveldgov.corn>; Curtis Hall <chall@weldgov.com> Subject: RE: Weld County Drainage Workshop Invitation Good afternoon, You are invited to attend an informal drainage workshop hosted by Weld County Public Works (see attached invitation)! You are being sent this invitation because you have worked with us in the past or have a current project going through the county's process. We hope you are able to attend and give us helpful input and recommendations on the development review process. If you have a specific drainage report you would like to discuss, please bring it and we can use it as an example with the group. If you are unable to attend, please forward this to anyone in your office that would be able to attend. We will send out an agenda on July 10th with a meeting reminder, so put it on your calendar now. We hope you can make it! Sincerely, Elizabeth Relford Deputy Director Weld County Public Works 1111 H Street PO Box 758 Greeley, CO 80632-0758 Email: erel ord@co.weld.co.us Office: (970) 400- 3748 Mobile: (970) 673-5836 Web: littpiilvvww.co.weld.co.us Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Elizabeth Reiford To: Sean Baker Cc: Hayley Balzano; Dawn Anderson (dranderson@weldgov.com) Subject: RE: Code Ordinance 2019-12 Comment Date: Friday, July 19, 2019 11:39:25 AM Attachments: image001.png csr. r::rzcr,.rrrr-�ar�i.,.�; 'arm's ..,.zxoia,;rgamz:Y.Cf2^.uazsrsr/J"rd7k iwvr ...'�ttriza:,za..✓o „ ,.mor, .xa Yr.,Caracrcrzz7rshYP»zK�a i. N,.raze% /!:a.F, azr✓c, m..Y.zr�:.msr;.s�a: 5 .�:n d,z aFz9µ cze ihr...fl: '%.aoi� Vera as r irzz&WS.0gsa9rz£ Sean, I wanted to thank you for all your comments. We did modify the code section you reference, so it is hopefully easier to understand the expectation for buried rip rap. I recently sent out the changes to the group, so let me know what think. Also, I appreciate your suggestion about a "Contacts Form" we will see what we can have updated with the Planning Application or what we can do at Pre -apps to assist with our contact information. Have a great weekend! Elizabeth From: Sean Baker <sbaker@camintegrated.com> Sent: Wednesday, July 17, 2019 8:06 AM Ti: Elizabeth Relford <erelford@weldgov.com> Cc: Hayley Balzano <hbalzano@co.weld.co.us> Subject: RE: Code Ordinance 2019-12 Comment Caution: This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hi again, One last suggestion, and I included Hayley on this one as this may help her more. Like you provide with the Drainage Report Checklist, it might be beneficial to include a Contacts form that the Applicant can fill out indicating to whom County questions should be directed to. This was discussed at the seminar, but puts the onus on the Applicant to make sure the county knows who to "officially" communicate with. I would include at least four contacts (name, address, phone number, email, etc.) Enjoy your day Ladies. Sean From: Elizabeth Relford <erelford@weldgov.com> Sent: Tuesday, July 16, 2019 7:46 AM To: Sean Baker <sbaker@camintegrated.com> Subject: RE: Code Ordinance 2019-12 Comment Sean, Thank you so much for attending and providing comments. We are hoping to send out a revised ordinance incorporating comments tomorrow. Sincerely, Elizabeth From: Sean Baker <sbaker@camintegrated.com> Sent: Monday, July 15, 2019 6:32 AM To: Elizabeth Relford <erelford@weldgov.com> Subject: Code Ordinance 2019-12 Comment Caution. This email originated from outside of Weld County Government. Do not click links or open attachments unless you recognize the sender and know the content is safe. ood morning Elizabeth, Thank you very much for facilitating the Weld County Drainage Workshop last Thiusday afternoon. It was nice to get the "heads up" on the upcoming Code changes and the Counties desire to streamline the process when it comes to Drainage Reports and approvals. With that being said, I have a comment regarding Page 8, Item 6, " buried rip -rap shall be placed from the emergency spillway downhill to the embankment toe of slope and covered with 6 inches of topsoil." I don't understand why the rip -rap needs to be buried and covered with topsoil? My standard spillway design uses rip -rap, which can be grouted if deemed necessary, but is not buried. It would seem to me that topsoil would have a more of a tendency to erode, if not properly vegetated. As you may be aware, vegetation is sometimes not a "luxury" or very viable around Oil and Gas facilities, such as Compressor Stations. Anyways, that is my only comment and as you mentioned, if this becomes an actual requirement, can always request a variance. Regards, Sean Baker Denver en for cure/ Designer 385 Inverness Parkway, Suite 190 Englewood, CO 80112 D : 720.221.8286 IC: 303.656.8804 O: 303.317.8930 Email: sbaker@camintegrated.com www.camintegrated.com I Linkedln 0CA is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. 7/16/2019 • •�F��•�ya• 'at •• ? 4A • �Y . sifra.,•w a ••',�4. I. a• 1 7/16/2019 PROPOSED CODE CHANGES TICLE XI - STORM DRAINAGE C;f ® County Staff reviews drainage submittal and provides comments to Applicant's Engineering Consultant Applicant's Engineering Consultant addresses County comments and submits revised report es County Staff approves revisions or returns to Consultant with further comments 2 7/16/2019 Drainage Report Checklist Pooled Name' the prpv4t of fins ltknr. t, to the owsixast's Ftr rt ttorit tleacf v a Ste' rep»rtIS'utsrmuts+S► fltn4athe Weld C y Gagle tangwa occeptodenstneav$pax scsrcl mraiXcklonts Report Coettertt l..' Carewarte'at Crisham) searled and mad by Catorado Licertsed PE 0 Deft$ a on * O Location (Courtly Roads. S - 7.,a1) ) ►;a Nsartry surfer tenteuas and taserarship 0 Maybe o1 titres fat the sit ❑ Stii typ8s%aps n MS4 areas, FEW, Flood Zorn 11RfitdraNG or i4C4ORSANITh4G O Methodologies used 5.a repat S analy tic, O Dis u:mot: of ista drainage rooting !� Conti:1Sn statenest in.{rratintg that the design ►t�l ade4t atety Qrofiset piatik heath, pert, and wer t uretiarxt and have no advent input; on plc rights -of 4sf orart prcxned es Hydrology andHydratulit Atriciysis LI °et a Stara 1 Rainfail in;' metio s • Q• iAA Ater Cr Locait Data) Release Rite ealcxtlnrons O Post tree ttion skr irrpenricut ststrss E.J htt•dcriagar eakitaborts {iwstuS &'developeJ basin) O It-frdra,* caltrAtkersforproposa drrage improvercots (s t attach, wrap, pond outlet, salt /ay. WQCV cam. etc.) Oot$rt`4'nard rT(graft whinecMc:A,rbtnr Comments: Cottatnaet or3 ©t'nwitigs r•Stamped by Li Er-crttraring itaM u' north arrow • Pr sparty jinn, rfghtz-df way, S ear eats C_' Ct 'n rs..d.elevatio (exnstng&proposed) C Pre old potadirt ecrueet drainage basins • Tine of stsmeatrabo.i path ,_. i Drainage Iferi iig knparrooments p r s a Ona.Usoctitint. lot open chorines- profiles toe psPas • &valiant for inverts, kw feu* top of grates. att. Pipe sprat (size_ maters, hingth, 4) s ) Outlet and spdaty details fkaintrt+statnca Plan C Freq€ra ty of tans Tsoc is rs 0 Repairs, f needed C Cawing of .sadment a:td debt .n- Vegetationfnantar3f-:o • Metctfa:b ormaentennnc>yt €pd.rificstiorr:5 applicable Other Required Ottomans Of Applicable) Vananco Re;tuc st and dacunert i3n- explain hard :. apple -able cod* aecton. and pr(eiarrited h`rr. gattttn tW$t o.f ≥t&vat{F i s?erfAwaty H tats A" .'it}.4 Y+wV 4'd.'aE)?l>_?' "�`tiklatf"Ss..YNtk.P.ti'ksswxcx•'>ett7a+tit ic-, Li AL—� '_2> n iYiR.o"`i'r LL1 J __,,. Al -/1. J e J ' :• 7 I 4 1 J 1 rte f _, •c L -I %,r, k j, • 3 7/16/2019 4 7/16/2019 \1D iRSON@fit! L•DGOV.COM S Agency AGPRO Alles Taylor & Duke Alles Taylor & Duke Baseline Corp Burns & McDonnell Burns & McDonnell Burns & McDonnell CAM CAM Coffey Engineering Crestone Consultants, LLC Drexel Barrell Golder Northern Engineering Ridgetop Engineering Rocky Ridge Civil Engineering Samuael Engineering Tetra Tech UELS Wernsman Engineering Western Engineering Wohnrade Civil Engineers Name Valene Lickley Mark Taylor Dan Campbell Morgan Anderer Matthew Liesendahl Colton Rogers Emily Mazurek Sean Baker Andrew Tiotuico Ramsey Pickard Joe Erdavec Mark Butler Micah Richey Isaac Tiley Amanda Carlston Giavanni Coenella Mark Skelskey Jeffrey Butson Chris Clark Eric Wernsman Ben Mickey Kyle Reeder *22 people *18 Engineering Firms Weld County Public Works Drainage Workshop Weld County Southwest Service Center Meeting Dates July 11, 2019 T NAME AGENCY EMAIL ADDRESS RHONE I A- k c f fAitl i c U -1A.t C U G 406,0A. cL.4 104-1,i t co e caw rai-tc1. tom • 2.-2,z,...4 A40,4 i LC.c 10 I 1 r c t McPonr.t I rVijI 1.e.4q14 . 6u.V,s .co,-, 630 -777-C z74 C oLToN Roc Svrn3 1- f4DDrmetl G ��,ts(1b�nm5�'d .Com 1R-59LI - 3"fi4 � -Ern 1Pi NIGVNA1Ci= 5 LAYS aMcDoodi ematutek0bLAY'As wit tom 'NA-- 2c-c`ibq s Lei 1(... aLS ccio..r ZIAA v 4 vo � W�„ 2 L '- - � 3 � OOZY Iii e ( /UM avZ p5 :Acep e_. Wereli 2564tries•i:cvo..N. jeg to,430,.. ♦-4r_I-v4}ed.. cs-y., 970'5-.37-265-4. no -c64-45-6(,. ,-: Z'M50v%a-- Ji ,gc,4,n ( i 7c4 Mme( k --(61-.y/or a-746 / v - a45 _ e4 to r It 1214 �% ! Gib. %76 3300i J� bin et 4411.5 Tay(or Puke a/(5--+ loi dwkc )L4hof.cowl g70-330-070 arflsci Pi c,k CoCCtiieh ► & c� 9)0 -1zz -z01s el ots bd ! e gs „a, ` fi n a (ocn<Atc , Ibtkc kx-1 1cyLi6 i°EFnEk ?vice CSn1,2 GEN c, rae ' C11) I 449 " %Ate ewt SIGNI at A I r r ,ry OW AltiE CAL- .'sD Poottn s 11 !TS '�w— Ec PAO gy tAte- Jet t e /7, J ` Vic Cik,9 041/4. Ciocsofe reStrce air (Cif t ec acifo aLy 470 'Do,-074, TED 2s —q —of Weld Corny Public Worbs Drainage r shop Weld County Southwest Service Center Meeting Dates July 11, 2O19 A E AGENC E Ail. ADDRESS IGI (11101r1 a� *oMcx Ccr'sr \I a1 e,v\e lt, c1�4 (Arsp 11.a CO c -ca \jGI04 Q,qGpoS(NA( .V3-qts, 4q , eld Weld County Boat Meeting Dates July I or s st $e e Center A; AGENCY 44gJ<5sY it.tehseeil`Nr AFL ADDRESS diSge4Sk-effe547titAiL eide � vtee i PHONE 303 s e7 7537 Weld County Public Works Drainage Workshop Weld County Southwest Service Center Heeling Dates July /1, 2019 SIGN -IN SHEET NAME AGENCY EMAIL ADDRESS PHONE -a De:. le inirc." VEC- C,Lt.ali, fimiz c...) -••s s L.1 mota s LA. c_ .1.4J es- t... CILES 1 U "MA LAC • Cc) ‘9% 1-• ()tat- 0111 V .. V Nowa . ..-. THE E IT WELD `>• d'Ti` `CT Lss E_ CO° NTY CODE s! '.:DINANCE 2019-12 frocred," >fr m 49- lit C ENTsa , CHAPTE IN THE MATTER OF REPEALING AND REENACTING, WITH A:°'.,; EIS `r1 '"�i U = LAC WR \S9 CHAPTER 12 LICENCES AND ERMIT ; N r C t.. ;PTER 23 ZONING, OF ELD COUNTY CODE AIMED BY THE E • F COLOR 1}::DO: RD ' -F .r lUNTY COMICIISSI NERS 11 FT EC U N TY OF WHEREAS, the Board of County Commissioners of the County of Weld, State of 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 HERE AS, the Board of County Commissioners, on December 28, 2000, adopted Weld County Code Ordinance 2000-1, enacting a comprehensive Code for the County of Weld, including the codification of all previously adopted ordinances of a general and permanent nature enacted on or before said date of adoption, and HERE ;= S, the Weld County Code is in need of revision and clarification with regard to procedures, terms, and requirements therein. NOW, THEREFO E9 BE IT ORmAINED by the Board of County Commissioners of the County of Weld, State of Colorado, that certain existing Chapters of the Weld County Code be, and hereby are, repealed and re-enacted, with amendments, and the various Chapters are revised to read as follows. S dd RTICLE XI- Storm Draina {e IvoslI ;n 1 - General Provislns ♦ J cs 8-114OsIntent CHAPTER 8 U= LIC WORK rilt ria A. The intent of the Weld County Storm Drainage Criteria is to provide minimum standards to preserve and protect the public health, safety and general welfare in the unincorporated lands of the County, pursuant to authority granted by Part 4 of Article 15 of Title 30, and Article 35 of Title 30, C.R.S. B. Adequate stormwater management is necessary to preserve and promote the health, safety, general welfare, and economic well-being of the County. Drainage is a regional issue involving multiple governmental jurisdictions and affecting all property parcels. This makes it especially critical for drainage systems and programs to address both public and private needs. The County should be directly involved to provide coordination and master planning for area -wide drainage facilities. C. Drainage plans should adhere to generally accepted engineering principles and practices and shall conform to applicable laws and regulations. Development shall consider the features and functions of the existing drainage system. PAGE 1 649/ t sue%a,5 2019-* ORD2019-12 J D. Applicati n of these pclicis is supported by technical drainage criteria and data. When designed and implemented in a comprehensive manner, drainage facilities can be provided in a manner that will avoid water -related d rage to infrastructure, maintain or improve water quality, and enhance the health, safety, and general welfare of the County. Sec. 8-11-20. Definitions For the purpose of this article, the following terms, phrases, and words and their derivations shall have he meanings given herein: Control Measures (formerly Best Management Practices/BMPs): for the purposes of this Article, temporary or permanent erosion and sediment control methods that have been determined (according to EPA guidance) to be the most effective, practical means of preventing r reducing pollution from nonpoint sources. For the purposes of this Article, control measures address prevention of water pollution and control of dust from construction sites. Detention pond: A flood control feature de=signed to temporarily store runoff and reduce peak flows. Detention ponds return water to the watershed through an outlet designed to release at a specified rate. unicipal Separate Storm Sewer System (MS4): An area defined by the Federal Environmental Protection Agency (FPA) in 40 CFR 122 as defined in Chapter 8, Article IX •f this code Non -Urbanizing: An area farther than Y4 mile from municipal boundaries, as amended. etention pond/Retention Stormwater Infiltration facility: A flood control feature designed to temprarily store runoff and reduce peak flows. Retention ponds return water to the watershed through infiltration into the ground. Urbanizing: An area within % mile from municipal boundaries, as amended. Sec. 8=11-30. Adoption of storm drainage standards. A The Urban Drainage and Flood Control District's "Urban Storm Drainage Criteria Manual," (UDFCD Manual) consisting of Volume 1, Velure 2, and Volume 3, as currently published or hereafter amended, is hereby adopted by reference, with the amendments and additions which are set forth herein. All references to "_District" or "The District" within the UDFCD Manual shall be replaced with "Weld County". The provisions of this Article shall be known as the "Weld County Storm Drainage Criteria." All facilities for stormwater management n properties located within the unincorporated lands of the County, whether public or private, shall be designed and constructed in y ccordance with such criteria, unless a m aster drainage plan specific to the area of the site has been approved by the County. The Weld C• unty Storm Drainage Criteria shall be available on the Weld County Public Works Department's Website. Fs! B The criteria and procedures contained in this article are intended to supplement the UDFCD Manual in ways specific to Weld County. In the case of a conflict between the UDFCD Manual and tie supplemental criteria and procedures in this article, such supplemental criteria and procedures shall take precedence over the UDFCD Manual. P GE 2 2019-* ORD2019-12 Sec. 8-11-40 ® 'r h cage policy. A. Weld County pursues a jurisdictionally unified drainage effort to assure an integrated drainage system and to cooperate with other regional and local planning agencies on drainage matters. B. For new development, un-detained discharges to roadside ditches located in the County right-of-way are prohibited. C. Except as set forth below, Weld County requires regional and/or on -site detention for all future developments. Temporary or interim detention/retention may be required if the downstream regional facilities have not yet been constructed per the applicable master plan fir that location. Stormwater retention facilities are normally not allowed in Weld County but will be considered for special circumstances through the variance process as defined in this article. D. Weld County requires detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 5 -year storm falling on the undeveloped site for urbanizing areas and the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site for non -urbanizing areas. Historic is defined as an undeveloped site with a 2.0% imperviousness. If an urbanizing jurisdiction has adopted a different historic runoff rate than that stated in this subsection, then the most restrictive runoff rate shall apply. E. Public Works shall review and approve new development in accordance with the storm drainage criteria of this article. F. Weld County will not accept any detention or retention pond that does not drain in accordance with state and federal law or causes injury to water rights. Upon evaluation, improvements may be necessary to downstream capacity. G. Irrigation ditches shall not be used as outfall points for stormwater runoff from Uses by Special Review, Site Plan Reviews, Subdivisions, or Planned Unit Developments, unless such use is approved, in writing, by the ditch owner(s). Water quality treatment may be required. H. An as -built survey of stormwater facilities shall be provided if requested by Public Works. B. Exceptions to stormwater detention shall not jeopardize the public health, safety, and welfare of public and private property. No stormwater detention will be required for sites that meet any of the following conditions. Requirements of the Municipal Separate Storm Sewer System (MS4) areas remain applicable. Public Works will confirm if the development qualifies for an exception based upon the information provided by the applicant. Exceptions shall be supported with an :•lpproved drainage narrative, which must describe at a minimum: 1. Any existing and proposed improvements to the property. 2. The exception being requested for consideration. 3. Where the water originates if it flows onto the property from an off -site source. 4. Where the water flows as it leaves the property. 5. The direction of flow across the property. PAGE 3 2019-* ORD2019-12 6. Previous drainage problems with the property, if any. 7. The location of any irrigation facilities adjacent to or near the property. 8. Any additional information pertinent to the development. Exceptions to the stormwater detention shall be limited to the following uses: 1. Use by Right or Accessory Use in the A (Agricultural) Zone District. 2. Zoning Permits for accessory storage, commercial vehicles, home occupations, or manufactured homes in the A (Agricultural) Zone District. 3. A second dwelling permit in the A (Agricultural) Zone District. 4. Towers including, but not limited to, wind and telecommunication towers. 5. Pipelines or transmission lines, excluding laydown yards, metering sites, substations, and any other above ground appurtenances. 6. Gravel pits if the stormwater drains into the gravel pit. Releases from the site shall comply with the Weld County Storm Drainage Criteria, including dewatering. Topographical information shall be provided. 7. Residential developments where all the following conditions exist. This exception shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineer a) Nine (9) lots or fewer. b) The average lot size is equal to, or greater than, three (3) acres per lot. c) Downstream roadway criteria are not exceeded. d) The total post -development imperviousness for the rural residential development does not exceed ten percent (10%), assuming that all internal roads and driveways are paved, or will eventually be paved. 8. Development of sites where the change of use does not increase the imperviousness of the site. 9. Non -Urbanizing areas where the total pre-existing and post development impervious area produces stormwater runoff of less than, or equal to, 5 cfs for the 1 -hour, 100 -year, storm event. This exception shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineer. 10. Parcels with total area less than, or equal to, 1.0 gross acre. 11. An individual parcel with an unobstructed flow path and no other parcel(s) between the Federal Emergency Management Administration (FEMA) regulatory floodplain channel and the project. 12. A parcel greater than 1 gross acre and less than, or equal to, 5 gross acres in size is allowed a onetime exception for a new 2,000 sq. ft. building or equivalent imperviousness. PAGE 4 2019-* ORD2019-12 13. A parcel greater than 5 gross acres in size is allowed a onetime exception for a new 4,500 sq. ft. building or equivalent imperviousness. 14. Concentrated Animal Feeding Operation (CAFO), Animal Feeding Operations (AFO) and Housed Commercial Swine Feeding Operation (HCSFO) which are covered and approved by the Colorado Discharge Permit System (CDPS) regulations. Portions of the site not included or covered by the COPS permit, shall comply with the Weld County Storm Drainage Criteria. Sec. 8®11-50. Rainfall. The designer shall use the most appropriate and best available data for the project area in determining the rainfall quantities. The applicant shall utilize local rainfall data from the National Oceanic and Atmospheric Administration (NOAH) unless otherwise approved by Public Works. The use of synthetic rai fa L distribLtion data ycraj-rap-firs is not permitted. Sec. 8-11060. Runoff. A. The Rational Method should not be used to determine runoff for basins larger than 160 acres. In areas located in the southwest portion of Weld County, where areas are larger than 160 acres that have drainage characteristics similar to an urban area, the Colorado Urban Hydrograph Procedure (CUHP) is an acceptable model for determining runoff amounts. The CUHP model can be used for basins from 0 to 3,000 acres. The parameter adjustments provided in the runoff chapter of the UDFCD Manual (volume 1) should be used when dealing with basins that are larger than 160 acres. B. The CUHP model is not applicable in non -urban areas, including those areas in Weld County that are outside of the Denver Metropolitan area. Public Works may accept other methodologies as deemed appropriate by the design engineer. Sects 8414 ' o Stre t z• rN in g(! for Use Unit Develop ti y'S G. i y Special R _:vieo� C - mercial, Industrial, Planned nt and Residenti I Su diiso fls® A. Design Depth Criteria. The primary design objective is to keep the encroachment of stormwater on the street or road below an acceptable limit for a given flood return period. When stormwater collects on a street and flows down a gutter or swale, the stormwater encroaches into the roadway. If left unchecked, the encroachment will hinder traffic flow and may become hazardous. The maximum encroachment depth over the crown is 6" during the 10 -year storm and 18" during the 100 -year storm. County Highways and arterial roadways overtopping shall be determined by the Public Works Director or Designee. PAGE 5 2019-* ORD2019-12 B. Inlets. 1. The design guidelines provided in the streets/inlets/storm sewers chapter of the UDFCD Manual (Volume 1) should be used when designing stormwater inlets. The standard inlets permitted for use in Weld County streets/roads are shown in the following table: Inlet type permitted (CDOT Types) Curb opening inlet Type R Grated inlet Type C Grated inlet Type 13 All street types with 6 -inch vertical curb All streets with a roadside ditch or swale Combination inlet Type 13 Alley or private drives with a valley gutter All street types with 6 -inch vertical curb 2. In order to account for factors, which decrease the capacity of the inlets —such as debris plugging, pavement overlaying, and variations in design assumptions —the theoretical capacity calculated for inlets is to be reduced by the factors presented in the following table for standard inlets in Weld County. Condition Inlet Type Percent of Theoretical Capacity Allowed Sump or continuous grade CDOT Type R 5 ft length 10 ft length 88 92 Continuous grade Sump 15 ft length 95 Combination Type 13 66 Grated Type C 50 Grated Type 13 150 Combination Type 13 �65 C. Pipes. 1. The design guidelines provided in the streets/inlets/storm sewers chapter of the UDFCD Manual (Volume 1) should be used when designing stormwater pipes. PAGE 6 2019-* ORD2019-12 2. The applicant shall contact the Department of Public Works to determine which types of storm sewer pipes are permissible for use in public rights -of -way or public drainage easements. Sec. 8-11-80. Major drainage. A. Design Flows. The major drainage system must be able to convey the fully developed flow from a watershed for the 1 -hour, 100 -year event without significant damage to the system. B. Open Channel Design Principles. 1. Grass -lined open channels conveying less than 50 cfs may reduce the minimum 1.0 -foot freeboard requirement to the freeboard required to convey 1.33 times the 100 -year design flow. The reduced freeboard may only occur if a 1.0 -foot minimum freeboard is not physically possible and a variance request is submitted. 2. Maximum side slopes may be as steep as 3H:1V. If slopes are greater than 4H:1V the design engineer should address how the channels will be safely maintained. Sec. 8-11-90. Culverts in public right-of-way. A. Sizing. 1. The applicant shall contact the Department of Public Works to determine which types of storm sewer pipes are permissible for use in public rights -of -way or public drainage easements. 2. Culverts shall be designed to the following maximum requirements. headwater to depth HW/D Range of Diameter or Height or Rise, Inches Less than 36 inches 36 inches to 60 inches Maximum HW/D 1.5 Larger than 60 inches but less than 84 inches 84 inches to less than 120 inches ,120 inches or larger 1.2 1.0 B. Materials. Culverts that are to be installed in a public right-of-way that is routinely burned must be made of either concrete or metal. Plastic pipes will not be allowed in public rights -of -way that are subject to weed burning. Sec. 8-11-100. Storage. A. Detention Criteria. 1. Detention ponds shall be sized to store the stormwater runoff generated by the 1 -hour, 100 -year storm falling on the developed site and release of the detained water at the PAGE 7 2019-* ORD2019-12 historic runoff rate of the 1 -hour, 5 -year storm falling on the undeveloped site for urbanizing areas and the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site for non -urbanizing areas. Historic is defined as an undeveloped site with a 2.0% imperviousness. 2. The detention pond must include volume for the water quality capture volume. Water quality capture volume may be included as a portion of the total 100 -year detention pnd volume. The water qua[ity capture volume is to be drained over 40 hours. 3. Off -site flows can be routed as follows: a. Over the spillway; or b. Routed around the site. 4. Th-, elevation of the top of the detention pond embankment, except at the spillway, must be a minimum of 1 -foot above the 100 -year water surface elevation in the detention pond. 5. Outlet works should be sized and structurally designed to release at no more than the 1 -hour, 5 -year historic release rate in urbanizing areas and 1 -hour, 10 -year historic release rate in non -urbanizing areas without structural or hydraulic failure. Historic is defined as an undeveloped site with a 2.0% imperviousness. The outlet pipe must contain a minimum of two cncrete cutoff walls embedded a minimum of 18 inches into undisturbed earthen soil. The cutoff walls must be a minimum of 8 inches thick. The outlet pipe bedding material must consist of native earthen soil, not granular bedding material, to at least the first downstream manhole or daylight point. 6. Each detention pond shall contain an emergency spillway capable of conveying the peak 100 -year storm discharge draining into the detention pond. The invert of the emergency spillway must be equal to, or above, the 100 -year water surface elevation. The depth of flow out of the emergency spillway shall be �.�. -tom 6 inches or less. The spillway must have effective erosion protection. In order to protect the emergency spillway from catastrophic erosion failure, buried or grouted riprap shall be placed from the emergency spillway downhill to the embankment toe of slope and covered with 6 inches of topsoil, if buried. The riprap must be sized at the time of final engineering design. Grouting of the riprap may be required. 7. On order to prevent oamage to publicly -owned infrastructure (roads, roadside ditches), a concrete cutoff wall 8 inches thick, 3 feet deep, and extending a minimum of 5 feet into the embankment on each side of the emergency spillway opening, is required on all privately -maintained detention ponds and required on all regional detention ponds. The concrete cutoff wall permanently defines the emergency spillway opening. The emergency spillway elevation must be tied b ck into the top of the embankment using a maximum slope of 4:1. 8. The design of the detention facility must provide evidence that the pond will drain in accordance with sit-c-wC.R.S. 37-92-602(8), as amended. A detention pond that can cause injury to water rights or is in violation of State or Federal law will not be accepted. Simplified full spectrum equations are not to be used to calculate the required v`•,lume of a detention pond. PAGE 8 2019-* D2019-12 B. Retention Criteria. 1. Retention facilities are not allowed in Weld County without the issuance of a variance. 2. Retention facilities must be designed to contain 1.5 times the volume of the runoff generated by the 24 -hour, 100 -year storm, plus 1 foot of freeboard. 3. The design of the retention facility must include an emergency spillway and must show that a spill will not adversely impact downstream properties or residences. The spillway must be designed in accordance with the detention pond spillway requirements. 4. The design of the retention facility must provide evidence that the pond will drain through the bottom (sides slopes cannot be used in calculation) in accordance with C.R.S. 37-92- 602(8), as amended -state -law. A retention pond that can cause injury to water rights or is in violation of state or federal law will not be accepted. C. Erosion Protection Design Criteria. Erosion protection for storage facilities needs to be designed to ensure that the sediment does not leave the site or impact downstream properties. It may be necessary to install straw bales, riprap, erosion control logs, erosion control blankets, etc. on the storage facility side slopes to ensure that erosion does not occur until the reseeded vegetation is established. The Control Measures/BMPs outlined in the UDFCD Manual (Volume 3) should be used. Sec. 8©11-110. Revetbon. Weld County utilizes the information provided in the Revegetation Chapter of the UDFCD Manual (Volume 2), and the Best Management Practices Chapter of the UDFCD Manual (Volume 3). Weld County has highly recommended seed mixes that are applicable to areas of the County. These seed mixes can be found under the Weld County Public Works Website, Weed Management Section. If noxious weeds, as defined by the State of Colorado, exist onsite, the appropriate steps shall be taken before, during, and after work is completed to control their spread. B. Seeding and Planting. In addition to the site preparation guidelines outlined in the revegetation chapter of the UDFCD Manual (Volume 2), if mulching with straw, the straw must be free of seeds and weeds. S rs Cm 3-11-1208 Stormwater quality. A. A water quality feature is intended to improve water quality from the impacts of site development. A water quality feature can be an existing low spot on the property that currently collects water or an excavated area. The volume required is based upon site size and imperviousness. This depression is intended to allow stormwater runoff from the site to collect and settle out any contaminants prior to flowing offsite to neighboring properties or downstream waterways. E. An accepted methodology for a water quality feature design can be found in the UDFCD Manual, Volume 3, test Management Practices. C. For regulations pertaining to MS4 areas, refer to Chapter 8, Article IX of this code. PAGE 9 2019-* ORD2019-12 Sec. 8-11-130. Control Measures. Weld County uses the Control Measures/BMPs that are outlined in the UDFCD Manual (Volume 3) Best Management Practices. Sec. 8-11-140. Maintenance. A. Culverts located outside County -maintained road rights -of -way are not maintained by Weld County. The owners of those culverts are responsible for their maintenance. Culverts that are part of a subdivision drainage plan are maintained by the respective homeowner's association. Those culverts should be maintained and cleaned out annually, per the drainage report maintenance plan, or on an as -needed basis to ensure proper drainage of the subdivision. E. To assist owners with maintenance, an operations and maintenance manual for stormwater f cilities and associated infrastructure shall be developed and included with the final drainage report. The operations manuals will include instructions on safe and correct operations, repair and maintenance of all installed equipment and facilities and recommended inspection schedules. The operations and maintenance manual shall be distributed to any applicable homeowners' association or business park association (or equivalent). C The property owner/developer, not Weld County, is responsible for site maintenance and revegetation. O. Access must be provided to the drainage facilities for long-term maintenance. E. Areas designated for stormwater storage, retention, or detention are not to be used for storage of materials, building, or parking, or modified without approval from the Department of Public Works. Sec. 8-11-150. Enforcement. The County, through its Department of Public Works or other departments so authorized, may enforce this Article XI through methods described below or through other methods adopted by the Board of County Commissioners. If it appears to County staff that any property is being or is proposed to be excavated, graded, altered, or used in violation of this Article XI, the County Attorney, in addition to the other remedies provided by law, ordinance or resolution, may institute an injunction, mandamus, abatement or other appropriate action or proceeding to prevent, enjoin, abate or remove such violation. In addition, the County may, without seeking relief from any court, refuse to issue any zoning, building, certificate of occupancy, or other County -issued permit until the property is brought into compliance with the requirements of this Article XI. In any case in which the improvements required by this Article XI are included in an Improvements Agreement between the property owner and the ' ;ounty, the County may access and use collateral in accordance with the terms of that agreement for the purpose of ensuring compliance with this Article XI. Sec. 8-11-160. Stormwater drainage criteria variances. The variance procedure is intended to address cases of hardship. Relief from the provisions of this article may not be granted when the hardship is brought about solely through the actions of the appellant. No relief may be granted when the result of granting the requested relief is PAGE 10 2019-* ORD2019-12 detrimental to the public health, safety, and general welfare or when the relief is contrary to the purpose and intent of this article. In granting any variance, the Department of Public Works may prescribe appropriate conditions and safeguards in conformity with this article. Violation of such conditions and safeguards, when made a part of the terms under which the variance is granted, shall be deemed a violation of this article. The variance request shall be stamped and signed by a professional civil engineer licensed to practice in the State of Colorado. Requests will be reviewed by the Public Works Director or his/her designee. in order to be granted, the variance request must: A. Describe the design criteria of the Weld County Code of which a variance is being requested. E. Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code. C. Meet the design intent of the Weld County Code. D. Demonstrate that granting of the variance will still dequately protect public health, safety, and general welfare. E. Demonstrate there are no adverse impacts, from stormwater runoff, to the public rights - of -way and/or off -site properties as a result of the project. An applicant may appeal the denial of a variance to the Board of County Commissioners pursuant to the provisions of Section 2-4-10 of this Code. Variance requests, if accepted, are not precedent setting and are based upon specific site constraints. TICLE XIII - Transport Permits 453-10. Intent rsxf Trans ort Perit P •ylacy. Weld County strives to keep its roadways and bridges safe and in a state of good repair and free from unnecessary encumbrances. The Weld County Transport Permit is required for Extra- legal vehicles using Weld County roadways to ensure the operation and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner. Weld County Transport Permits issued shall include restrictions or conditions including, but not limited to, establishing routes, enforcing a time of day for travel, and/or requiring Extra -legal Vehicles/Loads to be accompanied by pilot escorts in an effort to protect the health, safety and welfare of the traveling public. This policy shall apply within all unincorporated areas of Weld County as of the effective date of this Article. This policy is enacted pursuant to C.R.S. §42-4-510 and §42-4-511(2)(a); applicants are responsible for complying with the terms of this and other applicable local, state, and federal laws. Sec. 8-153-20. Purpose. The purpose of this Article is to allow for the safe movement of Extra -legal Vehicles and Loads on county roadways and protecting the health, safety, and welfare of the traveling public, maintaining efficient traffic flow, while preserving the integrity of county roadways and bridges. Sec. 8-15,1 Definitions. PAGE 11 2019-* ORD2019-12 For the purpose of this Article, the following terms, phrases, words, and their derivations shall have either their common sense meaning, or the meanings given herein: Applicant: An individual, firm, partnership, corporation, or association submitting an application for a Transport Permit. Department: Weld Cunty Public Works under authority of the Board of County Commissioners. Extra -Legal Vehicle and Load: An overweight, over length, over height vehicle or load exceeding the Legal Limits as set by Federal and State of Colorado guidelines as defined in C.R.S. §§42-4=502 through 42-4-509. Hours of Darkness: Sunset to Sunrise. Hours of Daylight: Sunrise to Sunset. Inclement Weather. Weather conditions that impede safe travel such as: high winds, fog, snow, heavy rain, icy roads, high water, limited visibility, etc. Legal Limits: The size, weight, and height limits for a vehicle or load as defined in C.R.S. §§42-4-502 through 42-4-509. Maximum Limits: The maximum size, weight, and height limits that may be allowed by a Transport Permit for an Extra -legal Vehicle or load. Restricted Bridge Map: A map prepared by the Department indicating Load posted bridges. Roadway A strip of land that is granted through easement, petition, or other mechanism and is maintained for Public transportation purposes. Rules: Rules and Regulations as determined by this Article in addition to the Rules and Regulations of the Colorado Department of Transportation, 2 C.C.R. 601.4. Transport Permit: A license granted by Public Works to move or operate Extra -legal Vehicle or Load on a county road. Sec. E}-15-O-4Gener I Pr.v sions A. Transport Permit Necessary. A Weld County Transport Permit is required for any movement of an Extra -legal Vehicle or Load occurring on Weld County roadways, as defined in this Article. S. Issuance of a Transport Permit. An Extra -legal Vehicle or Load shall not operate or move on a county road, except by Permit as provided in this Article. The Department may, upon application in writing, issue a Single -trip, a Special, an Oil Rig, or an Annual Transport Permit authorizing the Applicant to operate or move an Extra -legal Vehicle or Load. All permits shall be issued at the discretion of the Department. In the Permit, the Department may include, but is not limited to, the following conditions: 1. Limit the number of trips and/or establish other time limitations of operation. 2. Limit or prescribe conditions of operation when necessary to protect the safety of the travelling public, the efficient movement of traffic, or the county roads from undue damage. PAGE 12 2019-* ORD2019A 12 3. Require pilot escorts and/or Law Enforcement to accompany loads with dimensions exceeding maximums. 4. Establish travel routes. 5. Excessive loads as identified by Public Works Staff will be required to submit a route assessment including a before and after structure analysis prepared by a State of Colorado licensed Structural Engineer. These loads may require security to cover costs of potential repairs. 6. Required Security, in the form of a Surety Bond or Letter of Credit, or other payment as approved by the Department for moves that may have the potential to cause damage to roads or structures within the roads. Whether or not covered by a security, the Permit Holder shall reimburse the County for any and all expenses incurred by the County as a result of, or related to, failure by the Permit Holder to perform the transport in compliance with the Weld County Code and other applicable law. 7. Travel routes may require build outs of turning radii or other road improvements necessary to accommodate movement of the Vehicle/Load. A right-of-way permit may be applicable. C The Applicant shall be responsible for the safe movement of the permitted Extra -legal Vehicle or Load and all terms and conditions of the Rules. D Since many of these routes are connecting from other agencies or counties, the Applicants shall not only adhere to the guidelines stated in this Article, but all other applicable Federal and State of Colorado rules, regulations, and laws pertaining to Transport Permits for the movement of Extra -legal Vehicles. E. Exceptions. For communication purposes, and when feasible, the Department requests to be notified in advance or during a transport if any of these exceptions occur. The following are allowable exceptions to the Rules: 1. Emergency moves, as directed by emergency personnel, of an Extra -legal Vehicle or Load are exempt from the requirements of obtaining a Transport Permit when it is necessary to move the Extra -legal Vehicle or Load out of danger and for the protection of the travelling public 2. Towing carriers may transport a disabled Extra -legal Vehicle or Load from the point of break down or crash to a place of safe keeping. 3. Any move of an Extra -legal Vehicle authorized by Local, State, Federal Law Enforcement or Military personnel. ce 152-50. Transport Permits Types. The following Transport Permits are available as determined by the Department of Public Works for the movement of Extra -legal Vehicles and Loads on roadways under Weld County jurisdiction: A. Single Trip Permit: A permit valid for a single one-way trip for Extra -legal Vehicles and Loads that do not exceed Maximum Limits allowed by the Rules. Special Permit: A permit valid for a single one-way trip issued to Extra -legal Vehicles or Loads that exceed the Maximum Limits allowed by the Rules. PAGE 13 2019-* ORD2019-12 C. Oil Rig Permit: A permit valid for Extra -legal Vehicles and Loads associated with an Oil Rig Move. All loads pertaining to the specified rig and its location are covered under the issued permit. D. Annual Permit: A permit valid for one (1) year from the date of issuance for Vehicles or Loads that do not exceed Maximum Limits allowed by the Rules. E. Annual Overweight (OW) Divisible Permit: A permit valid for one year from the date of issuance for Quad Axle and/or Tandem/Triple Axle Divisible Vehicles or Loads. F. Fleet Permit: a permit valid for one (1) year from the date of issuance for Applicants with 10 or more Vehicles of which may not exceed Maximum Limits for Annual Permits. Sec. 8-153-60. Transport Permits Application Irafr tion. A. The Maximum Limits authorized for Annual Extra -legal Vehicles or Loads are as follows: 1. Two hundred thousand (200,000) pounds Gross Vehicle Weight and must meet Federal Bridge Formula requirements for axle loading. 2. Sixteen (16) feet in Width. 3. Sixteen (16) feet in Height. 4. One hundred twenty (120) feet in Length. 5. Twenty-five (25) foot front Overhang. 6. Thirty-five (35) foot rear Overhang. B. The Maximum Limits that may be authorized for an Extra -legal Vehicle or Load operating under the Annual Overweight (OW) Divisible Permit are as follows: 1. One hundred ten thousand (110,000) pounds subject to Bridge limitation map. Vehicle must be configured with a Quad Axle grouping. 2. Ninety-seven thousand (97,000) pounds subject to Bridge limitation map. Vehicle must be configured with a Tandem/Triple Axle grouping on trailer. 3. Height, Width, and Length shall not exceed Legal limits and maximums. C. Hours of Darkness. An Extra -legal Vehicle or Load more than fourteen (14) feet in Width is prohibited from travelling from Sunset to Sunrise unless authorized as a Provision on the Transport Permit. D. Holidays. Refer to Colorado Department of Transportation Rules and Regulations Chapter 4 (404.3). E. Convoying. Convoying is not permissible on Weld County roadways unless specified as a special condition on the permit. A minimum distance of one-half mile shall be maintained at all times. F. Staging. Vehicle staging/parking on Weld County roadways is not permitted, except at designated pull off areas. Staging on the Weld County Highway is not permitted without permission from the Department. Sec. 8-153-70. Transport Permit Application Process. PAGE 14 2019-* ORD2019-12 A. Applicant must apply to the Department of Public Works to obtain a Transport Permit. B. Submittal Requirements. Applicant must submit a complete application form, required submittals, and fee to the Department for review. Required submittals may include, but are not limited to: 1. Route survey. 2. Pilot escort information. 3. Traffic control plan. 4. Professional Engineer's analysis report for structures. 5. Copies of Permits or Permissions from related agencies or municipalities included within the submitted route. 6. Public notification. 7. Public Utility clearance letter. 8. Certificate of Authentication (for Mobile Homes only). 9. Right -of -Way Use Permit. 10. Transport Fee. C. Review Process. The application and submittals filed by the applicant for a Transport Permit shall be reviewed by the Department of Public Works. The application may also be reviewed by other departments or agencies to verify compliance with any applicable laws. If an application is determined to be incomplete, the Department of Public Works shall provide notice to the applicant, along with an explanation of the application's deficiencies. No further processing of the application shall occur until the deficiencies are corrected in a future resubmittal. An application which is determined to be incomplete may or may not retain its same processing cycle. D. Permit Issuance. If the Department finds all requirements and regulations set forth in this Article have been satisfied, and all fees have been secured, a Transport Permit will be issued. E. Changes to an Approved Permit. An approved Transport Permit shall not be changed, modified, or altered without written consent from the Department of Public Works. F. Permit Expiration. 1. Single -trip Permits and Special Transport Permits expire within three (3) days from the approved move date. If a longer time period than three (3) days is granted, the Permit will expire accordingly based on the move date. 2. Oil Rig Permits expire ten (10) days from the date of issuance. 3. Annual Permits expire one (1) year from date of issuance. G. Permit extension. An applicant may request an extension of time for a Single -trip, Special Transport, or Oil Rig Permit if the move is unable to begin due to good cause. There shall be an extension fee assessed to cover administrative costs. PAGE 15 2019-* ORD2019-12 Sec. 8-15;3-90. Applicant's neral respons b illUes0 A. Applicant is responsible for all compliance with Rules as set in this Article, Permit, and Permit Provisions. B. Applicant is responsible for maintaining compliance with all Federal and State Highway Commercial Vehicle rules. C. Applicant is responnsible for obtaining all necessary Permits and Permissions from all Authorities, property owners, other jurisdictions, or other affected parties located within the intended haul route boundaries. D. Applicant shall have an original, copy, or verifiable electronic copy of the Transport Permit available when operating on Weld County roadways. L. Indemnification. The Permit Holder, its agents, employees, subcontractors, contractors and assigns hereby agrees to hold Weld County, Colorado, the agencies thereof and their officers and employees harmless from any and all loss and damage or any claims which may arise out of, or be connected with, the Special ransport Permit, excluding any such loss and damage or any claims (including consequential damag es) which may be caused solely by the negligence of the County, the agencies thereof or its •fficers and employees. F. Insurance. The Permit Holder shall secure and maintain insurance policies that will protect them, their subcontractors and the County from claims for bodily injury, death or property damage which may arise from the transport conducted pursuant to this permit. Weld County must be named as an "Additional Named Insured" upon said insurance policies. G. Utility Locates. The Permit Holder shall be responsible for utility locates at least forty-eight (48) hours in advance of the transport, for utilities that may be affected during transport. The Permit Holder is responsible for any damages to existing utilities or structures. Sec. 8477, 100. County Authority. A Special Transport Permit is considered to be a license for use of the County roadways. The Department shall have the authority to suspend and/or terminate the move, wholly or in part, because of the failure .f the Permit Holder to properly execute the move in accordance with this Article. Weld County, notwithstanding the issuance of any Permit in the County roadways, reserves the right to make any changes, additions, or required rerouting of any special transport vehicles on county roadways at -,ny time, without compensating the •wner. Sec. Q- `iOo Transport Permit Fee. All required fees shall be paid, in full, at the time of the Permit application submission unless other arrangements are made. The fee for Transport Permits shall be determined by resolution or ordinance cf the Bard of County Commissi oners and shall be shown on the Transport Permit applications. Sec. 8-15;1-120. Appear' of Denial of a Transport Permit. If an application for a Transport Permit is denied or revoked by the Department, or if the applicant objects to any f the terms or conditions of a permit thereby placed by the Department, the applicant has the right to appeal th decision to the Board of County Commissioners, in writing, utilizing the appeal procedures set forth in Section 2-4-10 of the Weld County Code. PAGE 16 2019-* ORD2019-12 Sec. 8-153-130. Permit Suspension or Revocation. The Department may deny, rev,•ke, or suspend the Transport Permit in order to protect the public health, safety, welfare, and ensure the safe function of c.unty roadways and bridges. Weld C•'unty reserves its right to revoke any Transport Permit without a refund of fees whenever a Permit is issued in error on the basis of incorrect information supplied by the applicant, or whenever the Applicant is in violation of any rules or provisions of this Article. If the Department determines the Applicant has committed a substantial breech of a term or condition of any statute, ordinance, rule, regulation, or any condition of the Permit, the Department shall notify the Applicant of their suspension or revocation by either a phone call or in writing. Within twenty-four (24) hours of receiving the notification of the suspension, the Applicant shall contact the Department f Public orks with a plan of correction which must be accepted by the Department. Failure by the Applicant to contact the Department to remedy violations shall result in immediate revocation of the Permit and termination of the move. If a Permit is revoked, the Applicant will be required to re -apply and will oe charged for any applicable fees. Sec. 8-135-140. Enforcement. A. Violations and penalties. The County, through the Department of Public Works or other Departments so authorized, may enforce this Article through methods available in the law, included in this Article, or through other methods adopted by the Board of County Commissioners. B. Criminal penalties. 1 Whenever the Department, through one (1) of its emplyees, has personal knowledge of any violation of this Article, it shall give written notice to the violator to correct such violation within seven (7) days after the date of such notice. Should the violator fail to correct the violation, the Department may request thaat the Sheriffs %ffice issue a summons and complaint to the violator, stating the nature of the violation with sufficient particularity to give notice of said charge to the violator. The summons and complaint shall require that the violator appear in court at a definite time and place stated therein to answer and defend the charge. One (1) c• py of said summons and complaint shall be served upon the violator by the Sheriff's Office in the manner provided by law for the service of a criminal summons. ne (1) copy each shall be retained by the Sheriffs Office and Department and one (1) copy shall be transmitted to the Clerk of the Court. The County may remove any obstruction or work not conforming to this Article during the pendency of the enforcement action. 2. It is the responsibility f the County Attorney to enforce the provisions of this Section. In the event the zoard of County Commissioners deems it appropriate, the oard of County Commissioners may appoint the District Attorney to perform such enforcement duties in lieu of the Cunty Attorney. 3. Any arresting law enforcement officer shall follow tho penalty assessment procedure provided in C.R.S. X16-2-201, for any violation of this rticle. C. Equitable relief in civil action. In the case of any violation of this Article, the County Attorney, in addition to the other remedies provided by law, ordinance, or resolution, may institute an PAGE 17 2010-* ORD2010-12 injunction, mandamus, abatement or other appropriate action or proceeding to prevent, enjoin, abate, or remove such violation. D. Civil penalties. In addition to any of the penalties set forth above, any person, firm, or corporation violating any such regulation, provision, or amendment thereof, or any provision of this Article, may be subject to the imposition, by order of the County Court, of a civil penalty in an amount of not less than two hundred fifty dollars ($250.00), nor more than five hundred dollars ($500.00). It is within the discretion of the County Attorney to determine whether to pursue the civil penalties set forth in this Article, the remedies set forth above, or both. Each day after the issuance of the order of the County Court, during which such unlawful activity continues, shall be deemed a separate violation and shall, in accordance with the subsequent provisions of this Section, be the subject of a continuing penalty in an amount not to exceed fifty dollars ($50.00) for each such day. In no event shall civil penalties, imposed pursuant to this Subsection, constitute a lien against real property. CHAPTER 12 LICENSES AND PERMITS ARTICLE V - Repealed and Reserved. Delete Appendix 12-A. CHAPTER 23 ZONING ATICLE XII - Repealed and Reserved. BE IT FURTHER ORDAINED by the Board that the Clerk to the Board be, and hereby is, directed to arrange for Municode to supplement the Weld County Code with the amendments contained herein, to coincide with chapters, articles, divisions, sections, and subsections as they currently exist within said Code; and to resolve any inconsistencies regarding capitalization, grammar, and numbering or placement of chapters, articles, divisions, sections, and subsections in said Code. BE IT FURTHER ORDAINED by the Board, if any section, subsection, paragraph, sentence, clause, or phrase of this Ordinance is for any reason held or decided to be unconstitutional, such decision shall not affect the validity of the remaining portions hereof. The Board of County Commissioners hereby declares that it would have enacted this Ordinance in each and every section, subsection, paragraph, sentence, clause, and phrase thereof irrespective of the fact that any one or more sections, subsections, paragraphs, sentences, clauses, or phrases might be declared to be unconstitutional or invalid. PAGE 18 2019-* ORD2019-12 The above and foregoing Ordinance Number 2019-12 was, on motion duly made and seconded, adopted by the following vote on the 22nd day of July, A.D., 2019. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: Barbara Kirkmeyer, Chair Weld County Clerk to the Board Mike Freeman, Pro-Tem BY: Deputy Clerk to the Board Sean P. Conway APPROVED AS TO FORM: Scott K. James County Attorney Steve Moreno Date of signature: PAGE 19 2019-* ORD2019-12 Publication: First Reading: Publication: Second Reading: Publication: Final Reading: Publication: Effective: June 5, 2019 June 7, 2019 June 12, 2019 June 19, 2019, in the Greeley Tribune July 1,2019 July 10, 2019, in the Greeley Tribune July 22, 2019 July 31, 2019, in the Greeley Tribune August 5, 2019 PAGE 20 2019-* ORD2019-12 BEFORE THE WELD COUNTY, COLORADO, PLANNING COMMISSION RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Elijah Hatch, that the following resolution be introduced for passage by the Weld County Planning Commission. Be it resolved by the Weld County Planning Commission that the application for: CASE NUMBER: PRESENTED BY: REQUEST: ORDINANCE 2019-12 ELIZABETH RELFORD/TOM PARKO IN THE MATTER OF REPEALING AND REENACTING, WITH AMENDMENTS, CHAPTER 8 PUBLIC WORKS, CHAPTER 12 LICENSES AND PERMITS, AND CHAPTER 23 ZONING,OF THE WELD COUNTY CODE be recommended favorably to the Board of County Commissioners. Motion seconded by Lonnie Ford. VOTE: For Passage Bruce Sparrow Michael Wailes Gene Stille Lonnie Ford Richard Beck Elijah Hatch Skip Holland Against Passage Absent Bruce Johnson Tom Cope The Chair declared the resolution passed and ordered that a certified copy be forwarded with the file of this case to the Board of County Commissioner's for further proceedings. CERTIFICATION OF COPY I, Kristine Ranslem, Recording Secretary for 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 of Weld County, Colorado, adopted on June 18, 2019. Dated the 18th of June, 2019 -‘61,626P- 11.--19gieL6Lifiet. Kristine Ranslem Secretary CHAPT R 8 PU LIC fl! S Add ART CUhL fl= Storm Drainage Criteria D�vS o o Gene�all P 41 visions Sec. 8-11 0O ent A. The intent of the Weld County Storm Drainage Criteria is to provide minimum standards to preserve and protect the public health, safety and general welfare in the unincorporated lands of the County, pursuant to authority granted by Part 4 of Article 15 of Title 30, and Article 35 of Title 30, C.R.S. B. Adequate stormwater management is necessary to preserve and promote the health, safety, general welfare, and economic well-being of the County. Drainage is a regional issue involving multiple governmental jurisdictions and affecting all property parcels. This makes it especially critical for drainage systems and programs to address both public and private neecs. The County should be directly involved to provide coordination and master planning for area -wide drainage facilities. C. Drainage plans should adhere to generally accepted engineering principles and practices and shall conform to applicable laws and regulations. Development shall consider the features and functions of the existing drainage system. D. Application of these policies is supported by technical drainage criteria and data. When designed and implemented in a comprehensive manner, drainage facilities can be provided in a manner that will avoid water -related damage to infrastructure, maintain or improve water quality, and enhance the health, safety, and general welfare of the County. Seca 111-20. Defi n ata ns For the purpose of this article, the following terms, phrases, and words and their derivations shall have the meanings given herein: Control Measures (formerly Best Management Practices/ MPs): for the purposes of this Article, temporary or permanent erosion and sediment control methods that have been determined (according to EPA guidance) to be the most effective, practical means of preventing or reducing pollution from nonpoint sources. For the purposes of this Article, control measures address prevention of water pollution and control of dust from construction sites. Detention pond: A flood control feature designed to temporarily store runoff and reduce peak flows. Detention ponds return water to the watershed through an outlet designed to release at a specified rate. Municipal Separate Storm Sewer System (MS4): An area defined by :he Federa Environmental Protection Agency (EPA) in 40 CFR 122 as defined in Chapter 8, Article 9X of this code. Non -Urbanizing: An area farther than 1/4 mile from municipal boundaries, as amended. 2 Retention pond/Retention facility: A flood control feature designed to temporarily store runoff and reduce peak flows. Retention ponds return water to the watershed through infiltration into the ground. Urbanizing: An area within % mile from municipal boundaries, as amended. Sec. 841-30. Adopto n of strainkgfige standard A. The Urban Drainage and Flood Control District's "Urban Storm Drainage Criteria Manual," (UDFCD Manual) consisting of Volume 1, Volume 2, and Volume 3, as currently published or hereafter amended, is hereby adopted by reference, with the amendments and additions which are set forth herein. All references to "District" or "The District" within the UDFCD Manual shall be replaced with "Weld County". The provisions of this Article shall be known as the "Weld County Storm Drainage Criteria." All facilities for storm water management on properties located within the unincorporated lands of the County, whether public or private, shall be designed and constructed in accordance with such criteria, unless a master drainage plan specific to the area of the site has been approved by the County. The Weld County Storm Drainage Criteria shall be available on the Weld County Public Works Department's Website. B. The criteria and procedures contained in this article are intended to supplement the UDFCD Manual in ways specific to Weld County. In the case of a conflict between the UDFCD Manual and the supplemental criteria and procedures in this article, such supplemental criteria and procedures shall take precedence over the UDFCD Manual. ecm 8-11-40. - Drainage icy. A. Weld County pursues a jurisdictionally unified drainage effort to assure an integrated drainage system and to cooperate with other regional and local planning agencies on drainage matters. B. For new development, un-detained discharges to roadside ditches located in the County right-of-way are prohibited. C. Except as set forth below, Weld County requires regional and/or on -site detention for all future developments. Temporary or interim detention/retention may be required if the downstream regional facilities have not yet been constructed per the applicable master plan for that location. Stormwater retention facilities are normally not allowed in Weld County but will be considered for special circumstances through the variance process as defined in this article D. Weld County requires detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 5 - year storm falling on the undeveloped site for urbanizing areas and the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site for non -urbanizing areas. Historic is defined as an undeveloped site with a 2.0% imperviousness. If an urbanizing jurisdiction has adopted a different historic runoff rate than that stated in this subsection, then the most restrictive runoff rate shall apply. E. Public Works shall review and approve new development in accordance with the storm drainage criteria of this article. F. Weld County will not accept any detention or retention pond that does not drain in accordance with state and federal law or causes injury to water rights. Upon evaluation, improvements may be necessary to downstream capacity. 3 G. Irrigation ditches shall not be used as outfall points for stormwater runoff from Uses by Special Review Site Plan Reviews, subdivisions, or Planned Unit Developments, unless such use is approved in writing by the ditch owner(s). Water quality treatment may be required. H. An as -built survey of stormwater facilities shall be provided if requested by Public Works. I. Exceptions to stormwater detention shall not jeopardize the public health, safety, and welfare of public and private property. No stormwater detention will be required for sites that meet any of the following conditions. Requirements of the Municipal Separate Storm Sewer System (MS4) areas remain applicable. Public Works will confirm if the development qualifies for an exception based upon the information provided by the applicant. Exceptions shall be supported with an approved drainage narrative, which must describe at a minimum: ® Any existing and proposed improvements to the property. ® The exception being requested for consideration. Where the water originates if it flows onto the property from an offsite source. ® Where the water flows as it leaves the property. The direction of flow across the property. ® Previous drainage problems with the property, if any. The location of any irrigation facilities adjacent to or near the property. Any additional information pertinent to the development. Exceptions to the stormwater detention shall be limited to the following uses: 1) Use by Right or Accessory Use in the A (Agricultural) Zone District. 2) Zoning Permits for accessory storage, commercial vehicles, home occupations, or manufactured homes in the A (Agricultural) Zone District. 3) A second dwelling permit in the A (Agricultural) Zone District. 4) Towers including, but not limited to, wind and telecommunication towers. 5) Pipelines or transmission lines, excluding laydown yards, metering sites, substations, and any other above ground appurtenances. 6) Gravel pits if the stormwater drains into the gravel pit. Releases from the site shall comply with the Weld County Storm Drainage Criteria, including dewatering. Topographical information shall be provided. 7) Residential developments where all the following conditions exist. This exception shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineer a) Nine (9) lots or fewer. b) The average lot size is equal to, or greater than, three (3) acres per lot. c) Downstream roadway criteria are not exceeded. d) The total post -development imperviousness for the rural residential development does not exceed ten percent (10%), assuming that all internal roads and driveways are paved, or will eventually be paved. 4 8) Development of sites where the change of use does not increase the imperviousness of the site. 9) Non -Urbanizing areas where the total pre-existing and post development impervious area produces stormwater runoff of less than, or equal to, 5 cfs for the 1 -hour, 100 - year, storm event. This exception shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineer. 10) Parcels with total area less than, or equal to, 1.0 gross acre. 11) An individual parcel with an unobstructed flow path and no other parcel(s) between the Federal Emergency Management Administration (FEMA) regulatory floodplain channel and the project. 12) A parcel greater than 1 gross acre and less than, or equal to, 5 gross acres in size is allowed a onetime exception for a new 2,000 sq. ft. building or equivalent imperviousness. 13) A parcel greater than 5 gross acres in size is allowed a onetime exception for a new 4,500 sq. ft. building or equivalent imperviousness. 14) Concentrated Animal Feeding Operation (CAFO), Animal Feeding Operations (AFO) and Housed Commercial Swine Feeding Operation (HCSFO) which are covered and approved by the Colorado Discharge Permit System (CDPS) regulations. Portions of the site not included or covered by the CDPS permit, shall comply with the Weld County Storm Drainage Criteria. Sec. 11-50. Rainfall. The designer shall use the most appropriate and best available data for the project area in determining the rainfall quantities. The applicant shall utilize local rainfall data from the National Oceanic and Atmospheric Administration (NOAA) unless otherwise approved by Public Works. The use of synthetic hydrographs is not permitted. c. 8-11-60. Runoff. A. The Rational Method should not be used to determine runoff for basins larger than 160 acres. In areas located in the southwest portion of Weld County, where areas are larger than 160 acres that have drainage characteristics similar to an urban area, the Colorado Urban Hydrograph Procedure (CUHP) is an acceptable model for determining runoff amounts. The CUHP model can be used for basins from 0 to 3,000 acres. The parameter adjustments provided in the runoff chapter of the UDFCD Manual (Volume 1) should be used when dealing with basins that are larger than 160 acres. B. The CUHP model is not applicable in non -urban areas, including those areas in Weld County that are outside of the Denver Metropolitan area. Public Works may accept other methodologies as deemed appropriate by the design engineer. S c3 8-11-70. Street drainage 1 r Use by Special Review, Commercial, Industrial, Planned Unit development and Residential Subdivisions. A. Design Depth Criteria. The primary design objective is to keep the encroachment of stormwater on the street or road below an acceptable limit for a given flood return period. When stormwater collects on a street and flows down a gutter or swale, the stormwater encroaches into the roadway. If left unchecked, the encroachment will hinder traffic flow and may become hazardous. The maximum encroachment depth over the crown is 6" during 5 the 10 -year storm and 18" during the 100 -year storm. County Highways and arterial roadways overtopping shall be determined by the Public Works Director or Designee. B. Inlets. 1. The design guidelines provided in the streets/inlets/storm sewers chapter of the UDFCD Manual (Volume 1) should be used when designing stormwater inlets. The standard inlets permitted for use in Weld County streets/roads are shown in the following table: Inlet type permitted (CDOT Types) Curb opening inlet Type R Grated inlet Type C Grated inlet Type 13 Combination inlet Type 13 All street types with 6 -inch vertical curb All streets with a roadside ditch or swale Alley or private drives with a valley gutter All street types with 6 -inch vertical curb 2. In order to account for factors, which decrease the capacity of the inlets such as debris plugging, pavement overlaying, and variations in design assumptions the theoretical capacity calculated for inlets is to be reduced by the factors presented in the following table for standard inlets in Weld County. Condition Inlet Type Sump or continuous grade Continuous grade Sump. C. Pipes. CDOT Type R 5 ft length 10 ft length Percent of Theoretical i Capacity Allowed 15 ft length Ye. ellt of 88 92 95 Combination Type 13 Grated Type C Grated Type 13 66 50 50 Combination Type 13 65 1. The design guidelines provided in the streets/inlets/storm sewers chapter of the UDFCD Manual (Volume 1) should be used when designing stormwater pipes. 6 2. The applicant shall contact the Department of Public Works to determine which types of storm sewer pipes are permissible for use in public rights -of -way or public drainage easements. S . c. 8-11 0. DA dor drainage. A. Design Flows. The major drainage system must be able to convey the fully developed flow from a watershed for the 1 -hour, 100 -year event without significant damage to the system. B. Open Channel Design Principles. 1. Grass -lined open channels conveying less than 50 cfs may reduce the minimum 1.0 -foot freeboard requirement to the freeboard required to convey 1.33 times the 100 -year design flow. The reduced freeboard may only occur if a 1.0 -foot minimum freeboard is not physically possible and a variance request is submitted. 2. Maximum side slopes may be as steep as 3H:1 V. If slopes are greater than 4H:1 V the design engineer should address how the channels will be safely maintained. Sec. 8-11-90. Culverts in pu Bloc right A. Sizing. 1. The applicant shall contact the Department of Public Works to determine which types of storm sewer pipes are permissible for use in public rights -of -way or public drainage easements. 2. Culverts shall be designed to the following maximum headwater to depth HW/D requirements. Range of Diameter or Height or Rise, Inches Less than 36 inches 36 inches to 60 inches Larger than 60 inches but less than 84 inches toY 84 inches to less than 120 inches 120 inches or larger Maximum HW/D 2.0 1.5 1.2 1.0 B. Materials. Culverts that are to be installed in a public right-of-way that is routinely burned must be made of either concrete or metal. Plastic pipes will not be allowed in public rights - of -way that are subject to weed burning. Sec. -11-100. Storage. A. Detention Criteria. 1. Detention ponds shall be sized to store the stormwater runoff generated by the 1 -hour, 100 -year storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 5 -year storm falling on the undeveloped site for urbanizing areas and the historic runoff rate of the 1 -hour, 10 -year storm falling on the 7 undeveloped site for non -urbanizing areas. Historic is defined as an undeveloped site with a 2.0% imperviousness. 2. The detention pond must include volume for the water quality capture volume. Water quality capture volume may be included as a portion of the total 100 -year detention pond volume. The water quality capture volume is to be drained over 40 hours. 3. Off -site flows can be routed as follows: a. Over the spillway; or b. Routed around the site. 4. The elevation of the top of the detention pond embankment, except at the spillway, must be a minimum of 1 -foot above the 100 -year water surface elevation in the detention pond 5. Outlet works should be sized and structurally designed to release at no more than the 1 - hour, 5 -year historic release rate in urbanizing areas and 1 -hour, 10 -year historic release rate in non -urbanizing areas without structural or hydraulic failure. Historic is defined as an undeveloped site with a 2.0% imperviousness. The outlet pipe must contain a minimum of two concrete cutoff walls embedded a minimum of 18 inches into u ndisturbed earthen soil. The cutoff walls must be a minimum of 8 inches thick. The o utlet pipe bedding material must consist of native earthen soil, not granular bedding material, to at least the first downstream manhole or daylight point. 6. Each detention pond shall contain an emergency spillway capable of conveying the peak 100 -year storm discharge draining into the detention pond. The invert of the emergency spillway must be equal to, or above, the 100 -year water surface elevation. The depth of flow out of the emergency spillway shall be less than 6 inches. The spillway must have effective erosion protection. In order to protect the emergency spillway from catastrophic e rosion failure, buried riprap shall be placed from the emergency spillway downhill to the embankment toe of slope and covered with 6 inches of topsoil. The riprap must be sized at the time of final engineering design. Grouting of the riprap may be required. 7. In order to prevent damage to publicly -owned infrastructure (roads, roadside ditches), a concrete cutoff wall 8 inches thick, 3 feet deep, and extending a minimum of 5 feet into the embankment on each side of the emergency spillway opening, is required on all privately -maintained detention ponds and required on all regional detention ponds. The concrete cutoff wall permanently defines the emergency spillway opening. The emergency spillway elevation must be tied back into the top of the embankment using a maximum slope of 4:1. 8. The design of the detention facility must provide evidence that the pond will drain in accordance with state law. A detention pond that can cause injury to water rights or is in violation of State or Federal law will not be accepted. 9. Simplified equations are not to be used to calculate the required volume of a detention pond. B. Retention Criteria. 1. Retention facilities are not allowed in Weld County without the issuance of a variance. 2. Retention facilities must be designed to contain 1.5 times the volume of the runoff generated by the 24 -hour, 100 -year storm, plus 1 foot of freeboard. 8 3. The design of the retention facility must include an emergency spillway and must show that a spill will not adversely impact downstream properties or residences. The spillway must be designed in accordance with the detention pond spillway requirements. 4. The design of the retention facility must provide evidence that the pond will drain through the bottom (sides slopes cannot be used in calculation) in accordance with state law. A retention pond that can cause injury to water rights or is in violation of state or federal law will not be accepted. G. Erosion Protection Design Criteria. Erosion protection for storage facilities needs to be designed to ensure that the sediment does not leave the site or impact downstream properties. It may be necessary to install straw bales, riprap, erosion control logs, erosion control blankets, etc. on the storage facility side slopes to ensure that erosion does not occur until the reseeded vegetation is established. The Control Measures/BMPs outlined in the UDFCD Manual (Volume 3) should be used. S evegetatoon. A. Weld County utilizes the information provided in the Revegetation Chapter of the UDFCD Manual (Volume 2), and the Best Management Practices Chapter of the UDFCD Manual (Volume 3). Weld County has highly recommended seed mixes that are applicable to areas of the County. These seed mixes can be found under the Weld County Public Works Website, Weed Management Section. If noxious weeds, as defined by the State of Colorado, exist on -site, the appropriate steps shall be taken before, during, and after work is completed to control their spread. B. Seeding and Planting. In addition to the site preparation guidelines outlined in the revegetation chapter of the UDFCD Manual (Volume 2), if mulching with straw, the straw must be free of seeds and weeds. Sec. 841 =120. Stormwater quality. A. A water quality feature is intended to improve water quality from the impacts of site development. A water quality feature can be an existing low spot on the property that currently collects water or an excavated area. The volume required is based upon site size and imperviousness. This depression is intended to allow stormwater runoff from the site to collect and settle out any contaminants prior to flowing offsite to neighboring properties or downstream waterways. B. An accepted methodology for a water quality feature design can be found in the UDFCD Manual, Volume 3, Best Management Practices. C. For regulations pertaining to MS4 areas, refer to Chapter 8, Article IX of this code. Sec. ;•r. -11-130. ontroO i'1er=sures Weld County uses the Control Measures/BMPs that are outlined in the UDFCD Manual (Volume 3) Best Management Practices. Seca 8-11440. Maintenance. A. Culverts located outside County -maintained road rights -of -way are not maintained by Weld County. The owners of those culverts are responsible for their maintenance. Culverts that are part of a subdivision drainage plan are maintained by the respective homeowner's association. Those culverts should be maintained and cleaned out annually, per the drainage report maintenance plan, or on an as -needed basis to ensure proper drainage of the subdivision. 9 E. To assist owners with maintenance, an operations and maintenance manual for stormwater facilities and associated infrastructure shall be developed and included with the final drainage report. The operations manuals will include instructions on safe and correct operations, repair and maintenance of all installed equipment and facilities and recommended inspection schedules. The operations and maintenance manual shall be distributed to any applicable homeowners' association or business park association (or equivalent). C. The property owner/developer, not Weld County, is responsible for site maintenance and revegetation. D. Access must be provided to the drainage facilities for long term maintenance. E. Areas designated for stormwater storage, retention, or detention are not to be used for storage of materials, building, or parking, or modified without approval from the Department of Public Works. S :41450. Enf rcement. The County, through its Department of Public Works or other departments so authorized, may enforce this Article Xl through methods described below or through other methods adopted by the Board of County Commissioners. If it appears to County staff that any property is being or is proposed to be excavated, graded, altered, or used in violation of this Article XI, the County Attorney, in addition to the other remedies provided by law, ordinance or resolution, may institute an injunction, mandamus, abatement or other appropriate action or proceeding to prevent, enjoin, abate or remove such violation. In addition, the County may, without seeking relief from any court, refuse to issue any zoning, building, certificate of occupancy, or other County -issued permit until the property is brought into compliance with the requirements of this Article XI. In any case in which the improvements required by this Article XI are included in an Improvements Agreement between the property owner and the County, the County may access and use collateral in accordance with the terms of that agreement for the purpose of ensuring compliance with this Article Xl. Sec. 841-160. Stormwater drainage criteria varia ces. The variance procedure is intended to address cases of hardship. Relief from the provisions of this article may not be granted when the hardship is brought about solely through the actions of the appellant. No relief may be granted when the result of granting the requested relief is detrimental to the public health, safety, and general welfare or when the relief is contrary to the purpose and intent of this article. In granting any variance, the Department of Public Works may prescribe appropriate conditions and safeguards in conformity with this article. Violation of such conditions and safeguards, when made a part of the terms under which the variance is granted, shall be deemed a violation of this article. The variance request shall be stamped and signed by a professional civil engineer licensed to practice in the State of Colorado. Requests will be reviewed by the Public Works Director or his/her designee. In order to be granted, the variance request must: 1. Describe the design criteria of the Weld County Code of which a variance is being requested. 2. Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code. 10 3. Meet the design intent of the Weld County Code. 4. Demonstrate that granting of the variance will still adequately protect public health, safety, and general welfare. 5. Demonstrate there are no adverse impacts, from stormwater runoff, to the public rights - of -way and/or offsite properties as a result of the project. An applicant may appeal the denial of a variance to the Board of County Commissioners pursuant to the provisions of Section 2-4-10 of this Code. Variance requests, if accepted, are not precedent setting and are based upon specific site constraints. dd -, :"TICLE x111 - Tr. nsport Permits Sec. 8-13-10. Intent of Transport Permit Policy. Weld County strives to keep its roadways and bridges safe and in a state of good repair and free from unnecessary encumbrances. The Weld County Transport Permit is required for Extra- legal vehicles using Weld County roadways to ensure the operation and movement of Extra- legal Vehicles and Loads occurs in a safe and efficient manner. Weld County Transport Permits issued shall include restrictions or conditions including, but not limited to, establishing routes, enforcing a time of day for travel, and/or requiring Extra -legal Vehicles/Loads to be accompanied by pilot escorts in an effort to protect the health, safety and welfare of the traveling public. This policy shall apply within all unincorporated areas of Weld County as of the effective date of this Article. This policy is enacted pursuant to C.R.S. §42-4-510 and §42-4-511(2)(a); applicants are responsible for complying with the terms of this and other applicable local, state, and federal laws. Sec. iirpose. The purpose of this Article is to allow for the safe movement of Extra -legal Vehicles and Loads on county roadways and protecting the health, safety, and welfare of the traveling public, maintaining efficient traffic flow, while preserving the integrity of county roadways and bridges. Sec. -13-30. Definitions. For the purpose of this Article, the following terms, phrases, words, and their derivations shall have either their common sense meaning, or the meanings given herein: Applicant: An individual, firm, partnership, corporation, or association submitting an application for a Transport Permit. Department: Weld County Public Works under authority of the Board of County Commissioners. Extra -Legal Vehicle and Load: An overweight, over length, over height vehicle or load exceeding the Legal Limits as set by Federal and State of Colorado guidelines as defined in C.R.S. §§42-4-502 through 42-4-509 Hours of Darkness: Sunset to Sunrise. Hours of Daylight: Sunrise to Sunset. 11 Inclement Weather Weather conditions that impede safe travel such as: high winds, fog, snow, heavy rain, icy roads, high water, limited visibility, etc. Legal Limits: The size, weight, and height limits for a vehicle or load as defined in C.R.S. §§42-4-502 through 42-4-509. Maximum Limits: The maximum size, weight, and height limits that may be allowed by a Transport Permit for an Extra -legal Vehicle or load. Restricted Bridge Map: A map prepared by the Department indicating Load posted bridges. Roadway: A strip of land that is granted through easement, petition, or other mechanism and is maintained for Public transportation purposes. Rules: Rules and Regulations as determined by this Article in addition to the Rules and Regulations of the Colorado Department of Transportation, 2 C.C.R. 601.4. Transport Permit: A license granted by Public Works to move or operate Extra -legal Vehicle or Load on a county road. Sec. 8-13-40. General Provisions. A. Transport Permit Necessary. A Weld County Transport Permit is required for any movement of an Extra -legal Vehicle or Load occurring on Weld County roadways, as defined in this Article. B. Issuance of a Transport Permit. An Extra -legal Vehicle or Load shall not operate or move on a county road, except by Permit as provided in this Article. The Department may, upon application in writing, issue a Single -trip, a Special, an Oil Rig, or an Annual Transport Permit authorizing the Applicant to operate or move an Extra -legal Vehicle or Load. All permits shall be issued at the discretion of the Department. In the Permit, the Department may include, but is not limited to, the following conditions: 1. Limit the number of trips and/or establish other time limitations of operation. 2. Limit or prescribe conditions of operation when necessary to protect the safety of the travelling public, the efficient movement of traffic, or the county roads from undue damage. 3. Require pilot escorts and or Law Enforcement to accompany loads with dimensions exceeding maximums. 4. Establish travel routes. 5. Excessive loads as identified by Public Works Staff will be required to submit a route assessment including a before and after structure analysis prepared by a State of Colorado licensed Structural Engineer. These loads may require security to cover costs of potential repairs. 6. Required Security, in the form of a Surety Bond or Letter of Credit, or other payment as approved by the Department for moves that may have the potential to cause damage to roads or structures within the roads. Whether or not covered by a security, the Permit Holder shall reimburse the County for any and all expenses incurred by the County as a 12 result of, or related to, failure by the Permit Holder to perform the transport in compliance with the Weld County Code and other applicable law. 7. Travel routes may require build outs of turning radii or other road improvements necessary to accommodate movement of the Vehicle/Load. A right-of-way permit may be applicable. C. The Applicant shall be responsible for the safe ovement of the permitted Extra -legal Vehicle or Load and all terms and conditions of the ules. D. Since many of these routes are connecting from other agencies or counties, the Applicants shall not only adhere to the guidelines stated in this Article, but all other applicable Federal and State of Colorado rules, regulations, and laws pertaining to Transport Permits for the movement of Extra -legal Vehicles. Exceptions. For communication purposes, and when feasible, the Department requests to be notified in advance or during a transport if any of these exceptions occur. The following are allowable exceptions to the Rules: 1. Emergency moves, as directed by emergency personnel, of an Extra -legal Vehicle or Load are exempt from the requirements of obtaining a Transport Permit when it is necessary to move the Extra -legal Vehicle or Load out of danger and for the protection of the travelling public. 2. lowing carriers may transport a disabled Extra -legal Vehicle or Load from the point of break down or crash to a place of safe keeping. 3. Any move of an Extra -legal Vehicle authorized by Local, State, Federal Law Enforcement or Military personnel. Sec. 8-X13=50 Transport Permits Ty p The following Transport Permits are available as determined by the Department of Public Works for the movement of Extra -legal Vehicles and Loads on roadways under Weld County jurisdiction: A. Single rip Permit: A permit valid for a single one-way trip for Extra -legal Vehicles and Loads that do not exceed Maximum Limits allowed by the Rules. B. Special Permit: A permit valid for a single one-way trip issued to Extra- legal Vehicles or Loads that exceed the Maximum Limits allowed by the Rules. C. Oil Rig Permit: A permit valid for Extra -legal Vehicles and oads associated with an Oil Rig Move. All loads pertaining to the specified rig and its location are covered under the issued permit. D. Annual Permit: A permit valid for one (1) year from the date of issuance for Vehicles or Loads that do not exceed Maximum Limits allowed by the Rules. E. Annual Overweight (OW) Divisible Permit: A permit valid for one year from the date of issuance for Quad Axle and/or Tandem/Triple Axle Divisible Vehicles or Loads. 13 F. Fleet Permit: a permit valid for one (1) year from the date of issuance for Applicants with 10 or more Vehicles of which may not exceed Maximum Limits for Annual Permits. Sec. 8-13-60. Transpf -rt Per; lits pplicatk n Infrm n. A. The Maximum Limits authorized for Annual Extra -legal Vehicles or Loads are as follows: 1. Two hundred thousand (200,000) pounds Gross Vehicle Weight and must meet Federal Bridge Formula requirements for axle loading. 2. Sixteen (16) feet in Width. 3. Sixteen (16) feet in Height. 4. One hundred twenty (120) feet in Length. 5. Twenty-five (25) foot front Overhang. 6. Thirty-five (35) foot rear Overhang. B. The Maximum Limits that may be authorized for an Extra -legal Vehicle or Load operating under the Annual Overweight (OW) Divisible Permit are as follows: 1. One hundred ten thousand (110,000) pounds subject to Bridge limitation map. Vehicle must be configured with a Quad Axle grouping. Ninety-seven thousand (97,000) pounds subject to Bridge limitation map. Vehicle must be configured with a Tandem/Triple Axle grouping on trailer. 3. Height, Width, and Length shall not exceed Legal limits and maximums. C. Hours of Darkness. An extra -legal Vehicle or Load more than fourteen (14) feet in Width is prohibited from travelling from Sunset to Sunrise unless authorized as a Provision on the Transport Permit. D. Holidays. Refer to Colorado Department of Transportation Rules and Regulations Chapter 4 (404.3). E. Convoying. Convoying is not permissible on Weld County roadways unless specified as a special condition on the permit. A minimum distance of one-half mile shall be maintained at all times. F. Staging. Vehicle staging/parking on Weld County roadways is not permitted, except at designated pull off areas. Staging on the Weld County Highway is not permitted without permission from the Department. Sec. 84340. Transport Permit r ti ppllcathn Process. A. Applicant must apply to the Department of Public Works to obtain a Transport Permit. B. Submittal Requirements. Applicant must submit a complete application form, required submittals, and fee to the Department for review. Required submittals may include, but are not limited to: 1. Route survey. 2. Pilot escort information. 14 3. Traffic control plan. 4. Professional Engineer's analysis report for structures. 5. Copies of Permits or Permissions from related agencies or municipalities included within the submitted route. 6. Public notification. 7. Public Utility clearance letter. 8. Certificate of Authentication (for Mobile Homes only). 9. Right of Way Use Permit. 10. Transport Fee. C. Review Process. The application and submittals filed by the applicant for a Transport Permit shall be reviewed by the Department of Public Works. The application may also be reviewed by other departments or agencies to verify compliance with any applicable laws. If an application is determined to be incomplete, the Department of Public Works shall provide notice to the applicant, along with an explanation of the application's deficiencies. No further processing of the application shall occur until the deficiencies are corrected in a future resubmittal. An application which is determined to be incomplete may or may not retain its same processing cycle. D. Permit Issuance. If the Department finds all requirements and regulations set forth in this Article have been satisfied, and all fees have been secured, a Transport Permit will be issued. E. Changes to an Approved Permit. An approved Transport Permit shall not be changed, modified, or altered without written consent from the Department of Public Works. F. Permit Expiration. 1. Single -trip Permits and Special Transport Permits expire within three (3) days from th e approved move date. If a longer time period than three (3) days is granted; the Permit will expire accordingly based on the move date. 2. Oil Rig Permits expire ten (10) days from the date of issuance. 3. Annual Permits expire one (1) year from date of issuance. G. Permit extension. An applicant may request an extension of time for a Single -trip, Special Transport, or Oil Rig Permit if the move is unable to begin due to good cause. There shall be an extension fee assessed to cover administrative costs. - co 8=13-90. Applic nt9s general s p t nsibilit,iese A. Applicant is responsible for all compliance with Rules as set in this Article, Permit, and Permit Provisions. B. Applicant is responsible for maintaining compliance with all Federal and State Highway Commercial Vehicle rules. 15 C. Applicant is responsible for obtaining all necessary Permits and Permissions from all Authorities, property owners, other jurisdictions, or other affected parties located within the intended haul route boundaries. D. Applicant shall have an original, copy, or verifiable electronic copy of the Transport Permit available when operating on Weld County roadways. E. Indemnification. The Permit Holder, its agents, employees, subcontractors, contractors and assigns hereby agrees to hold Weld County, Colorado, the agencies thereof and their officers and employees harmless from any and all loss and damage or any claims which may arise out of, or be connected with, the Special Transport. Permit, excluding any such loss and damage or any claims (including consequential damages) which may be caused solely by the negligence of the County, the agencies thereof or its officers and employees. F. Insurance. The Permit Holder shall secure and maintain insurance policies that will protect them, their subcontractors and the County from claims for bodily injury, death or property damage which may arise from the transport conducted pursuant to this permit. Weld County must be named as an "Additional Named Insured" upon said insurance policies. G. Utility Locates. The Permit Holder shall be responsible for utility locates at least forty-eight (48) hours in advance of the transport, for utilities that may be affected during transport. The Permit Holder is responsible for any damages to existing utilities or structures. Sec. 843-100. County Authority. A Special Transport Permit is considered to be a license for use of the County roadways. The Department shall have the authority to suspend and/or terminate the move, wholly or in part, because of the failure of the Permit Holder to properly execute the move in accordance with this Article. Weld County, notwithstanding the issuance of any Permit in the County roadways, reserves the right to make any changes, additions, or required rerouting of any special transport vehicles on county roadways at any time, without compensating the owner. Sec. 8-13-110. Tr ns err of Fee. All required fees shall be paid, in full, at the time of the Permit application submission unless other arrangements are made. The fee for Transport Permits shall be determined by resolution or ordinance of the Board of County Commissioners and shall be shown on the Transport Permit applications. Sec. yf -13=120. f Deniail a Trans rm it. If an application for a Transport Permit is denied or revoked by the Department, or if the applicant objects to any of the terms or conditions of a permit thereby placed by the Department, the applicant has the right to appeal the decision to the Board of Count) Commissioners, in writing, utilizing the appeal procedures set forth in Section 2-4-10 of the Weld County Code. Sec. 8-13-130. Permit Suspension r Revocation. The Department may deny, revoke, or suspend the Transport Permit in order to protect the public health, safety, welfare, and ensure the safe function of county roadways and bridges. 16 Weld County reserves its right to revoke any Transport Permit without a refund of fees whenever a Permit is issued in error on the basis of incorrect information supplied by the applicant, or whenever the Applicant is in violation of any rules or provisions of this Article. If the Department determines the Applicant has committed a substantial breech of a term or condition of any statute, ordinance, rule, regulation, or any condition of the Permit, the Department shall notify the Applicant of their suspension or revocation by either a phone call or in writing. Within twenty-four (24) hours of receiving the notification of the suspension, the Applicant shall contact the Department of Public Works with a plan of correction which must be accepted by the Department. Failure by the Applicant to contact the Department to remedy violations shall result in immediate revocation of the Permit and termination of the move. If a Permit is revoked, the Applicant will be required to re -apply and will be charged for any applicable fees. c. 8-13440. Enforcement. A. Violations and penalties. The County, through the Department of Public Works or other D epartments so authorized, may enforce this Article through methods available in the law, included in this Article, or through other methods adopted by the Board of County Commissioners. B. Criminal penalties. 1. Whenever the Department, through one (1) of its employees, has personal knowledge of any violation of this Article, it shall give written notice to the violator to correct such violation within seven (7) days after the date of such notice. Should the violator fail to correct the violation, the Department may request that the Sheriff's Office issue a summons and complaint to the violator, stating the nature of the violation with sufficient particularity to give notice of said charge to the violator. The summons and complaint shall require that the violator appear in court at a definite time and place stated therein to answer and defend the charge. One (1) copy of said summons and complaint shall be served upon the violator by the Sheriff's Office in the manner provided by law for the service of a criminal summons. One (1) copy each shall be retained by the Sheriffs Office and Department and one (1) copy shall be transmitted to the Clerk of the Court. The County may remove any obstruction or work not conforming to this Article during the pendency of the enforcement action. 2. It is the responsibility of the County Attorney to enforce the provisions of this Section. In the event the Board of County Commissioners deems it appropriate, the Board of County Commissioners may appoint the District Attorney to perform such enforcement duties in lieu of the County Attorney. 3. Any arresting law enforcement officer shall follow the penalty assessment procedure provided in C.R.S. §16-2-201, for any violation of this Article. C. Equitable relief in civil action. In the case of any violation of this Article, the County Attorney, in addition to the other remedies provided by law, ordinance, or resolution, may institute an 17 injunction, mandamus, abatement or other appropriate action or proceeding to prevent, enjoin, abate, or remove such violation. D. Civil penalties. In addition to any of the penalties set forth above, any person, firm, or corporation violating any such regulation, provision, or amendment thereof, or any provision of this Article, may be subject to the imposition, by order of the County Court, of a civil penalty in an amount of not less than two hundred fifty dollars ($250.00), nor more than five hundred dollars ($500.00). It is within the discretion o₹ the County Attorney to determine whether to pursue the civil penalties set forth in this Article, the remedies set forth above, or both. Each day after the issuance of the order of the County Court, during which such unlawful activity continues, shall be deemed a separate violation and shall, in accordance with the subsequent provisions of this Section, be the subject of a continuing penalty in an amount not to exceed fifty dollars ($50.00) for each such day. In no event shall civil penalties, imposed pursuant to this Subsection, constitute a lien against real property. CHAPTER 12 - Licenses and Pernilts ARTICLE V - P. i c F4 r urn, ur—v-u Repealed and Reserved° I' l '" b i L o n -re 1 1 I c i 'bo f i-lf l GQ 'i -1 fF'i....ge` f 2 •ff r °„�Ca' w d '' jl ° 1 Fe t e s •`a fa �� r - fP � fP`n ° Lam_• r r��'' l +r.`z +ta � � i ! , �,�, � f °�� p � �' u � � �° � � 9 °n, 1 fP '^ -a f�f" ° f t�' access use-p"d o p e d pie-� . i s-ne e ssa c- , pro - e- uti�`1"ch—eat o , saM a - �--v�v- , to rm � 9 n taro, G n, Rt r 81-� c "Arc w, ;: m -a1 - - u no, -- -L.-F. d -Pea d S -e--d -a -age . - mot ct th -fu io- Le s of ° ,n ;gays. This r c e t °a" - G o a1- --a Messes _ antsad-- t, ws -- n-4 . ;mow - ecpe e4 o f� ' d G. o v f , ' p I/} �'+ p p , 1 ' f�-s-ac c e, s s �, s le n i �•� "�unic42, - � o '-� r-ce-u-�' �, ,� c hr---meicy-exist-as of- t%" � � d •+.s, G. • a � , Vf'�'J"•�v��9 �i �r �a .� c� �•'C� � � J�d� i e � �� a� "-`>za ''s -�• S a� � e � as A �a� �"' ` of-th is d, tide or are —n after that- 4sT L d-u&e , Pratthcari- €€ "6}- " s_psoo ^`'�-e , esaH, an - rn, Merra "Hht y ' F `fl Country f/'f A1�t d1 ��` J -ff"�' i e 're c o g �d'•fi " ' '" t -t'` e e if Q�rf f'� �': 2`'� _ I" S y-,�t - _ R f T--Pt-9� ��"' • ice' � '" , a ll a r e -ex 1� �t�sa +o'' . u u -S • �ed u �� >� �+ ° �'''�' �. t= f't5r_ a ed � �.: i f�F„� �;a jY' �' u �'��u u� - 1 J � �' � � : � ✓ u, n -m -a -zir -red -elsre � - ]-- � � d �� ct �- o.�.®�- � -f c. _ cam, a ar. -read s 'tee `� u +.� re a.J s ( t'�e] J�� f� u L e r ° ° e, thr� p' (� r(,�� rr� , rr ° p a �� ry 49 �+ i' � auction s� n d r �� a a 4 s e �� `>.,d ,�® � � � u tl e l 'a�i'I"a�i �1�a'-'J �9�"➢-'��,. ss �1 d"if' � 1- i� ��-'� *Aar t �� i� '1��•c��!-G"�]--'d,�i lr�al.�T'd�� i1'��"'�� ! `� �` CountCountspkgaels, A. Access to a r c' aeh-pa-r-calpiald-b- -g,ed-e access p °i4 facefe- -grass-aR4 - -s r P ° may be ,a n exist - - V d a Goe s E a �e r� l /� �� d V c� � ✓1 U ✓b �! d r'-"hs � ��f1��J �� a cees , exert a, modified h ,�-- oadrP Q — a �1 - �v d Two+ �n - L- t v ap- a+ t Q3' safret-yaIeOFact4an"s' sp Ir 9 l Fe-g[g i i1s. Jar the i r b 1- d e -t— -i " u a ra- m n is �a o16 B-� • ---the Wad -Ce --Erne-i - .-- d"e c o n i Fite r r o �''u-d ��-Y$�- f � 1� 2 -. . � � ��.� �sr � u � �� , u �'� -1"` d_"a �✓' �,�� .tea A'ae ss— '" �� r d' i t 1 ��y- •r d p e n s c r, P c g1 °`l e �" e� , r , or -� � ��9�-�� — , �� P— �� -�,—{� �,'-,�I� � -�---� ��' ��-l-r��---��r�-'tea ��9 r.r,-,a �a rP: r � o r I�r �� 1� � �' � 6^ � the ,� 7� ° s� °a �• r � r� -'� a`a .� ti�t� � � u��-e - J"n e rg d -� — Pd n — S� e uP e f- - x1€4 �e &s a co a -Ca soy= mai-n-tained road, _ M-61 s UW 5sfS a 44 Access- -Fd y - �- par mnit-or d _ u 9-1ocks . No s uie" week- haM--temm-e ce Oar r to e issuance 0- b-e-s-s-Pepom- - 18 C. as-uance of Access -mil access Permitc shaII be i L -d -or in compliance with the rules arm ceg ier et forth in this Article. In no event shall an access be a -1 de4r-ment-ado the public health, welfare, and safety. F that comply with the requirements as outlined in the Weld County Engineering and Construction Criteria document shown in Appendix 12-A. uested to a legal pa-rcel where an existing access already exists, the additional access shall not be approved unless the denial of the new access creates undue hardship on the property owner, as determined--the-timeIn-of--Public Works. Whenever multiple accesses -to a si ecesses must be removed, minimizi-n-g die onal accesse g accesses. conjunction with the construction of a new principal structure, the issuance of an Access Permit shall be a condition for obtaining a Building Permit for such construction. condition of the Access Permit, w ica iere a o D e. e required as a condition of may be required as a I. Access permit a condition of a land u -se case. When a new or existing access is to be utilized in conjunction with a land --use case, the issue -nee of an Access Permit shall be -a condition for obtaining approval. The -gran o the Access -CD s mit may be conditioned upon the applicant signing an Improveme sand Road Mainten�r, � r-ee ent, if aHI II. A "land use �e-- not be I Chapter 23 of this Code, division of properties, pursuant to the procedures found in Chapter 24 of Code. Sec '1 '� �_�orrrif� 7r�rslieatis�as; o a r�cc �n A. Comple' app1ioa n shall be consicered compete if it is su Dmittec on the reerukec form, includes al -f mandatory information, includhng a supporting materia s anc is accomoaniec he -a -1 ble fee. If an—a-p-ptication is determined to be incomplete, he Department of Public Works sh-al-l—p-r--ovide of tie aa ication's deficiencies. No further until the deficiencies are corrected in a future resubmitted processing of-th,„ view application. A. Additional Access. roadways that wed to be incomplete may or may not retain its same cesses on local and collector t -lined in the Weld County Engineering and 2-A. Tie recuest will a so need to include one 1. Impacts to Irrigation Pivot or Co-ntin-ed Animal Feeding Operations (C 19 2. Impacts to Residential Home. -um�t-d Folocikage or Interruption of Access. 4. Documented ented ,Roads e a- ---sues. Documented RhmtoIca! or Size Limitations on -the Pa B _ R-e-adwary Improvement -s. The Fs ew process —may require public improvements; such asT acceleratienn an-d-d-seeleratian lanes, exclusive left or right-hand turn -,an -es, or a traffic sI n- a��d- ice with the Wed my 1= ;peering and Con re °ction Criteria, as shown in A,p e- dix 12 -- rents wouIc be-req-u for n - ce-s-ses where there -are led traffic volumes for over a yea -r-: Gar ion Maintenance bre nt.- te a o Crary Construction Mainte-nr A gee g-t-i-red--as a -c -i-t& r of -anting the a -Games -s permit. Possible mitigations e set forth in the mainten-a-nree 2g -re .g ent. The a r-e-emenzt--s-,hatl-I made in conformances d h -e -reernent shall be approved t he Beard. greeaagent will constitute--a--v tn-e-- - e p�F� � a r--U�d- o r (..74r -tar enforcement. County °s p ,Ucollateral-for ey on provemen Vi t et-a--tion of the --Temporary Construction don Main- ,2 e -m,-and-gym ysubject t' ----a- p1icant4o- evoca ►an of -the pa-raGEseg shall Accesses w -4h -a er imp 4s or traffic volum e -s -on -t -o the County -re -ad -way network are consider d- ce°.�eoe-rm-p-l-ex-accesses ma Geneons in hdva-nce-of app10 vak d--itIonal apply-ea-tio-n—m0-a ar- a --Fs, a-g-reY its, or A. Additional application materials raeuired. Accesses with a da-i-ly-traffic count of greate .han 21 f round tr --t : t per -de, a kcation materials to b sr r,l_ I it req lira's d i Tonal de, but is not limited to, a-traffi-G ivings-'o support the Ac review process. ccess Permit shall be i nprevsments and Road Maintenance Agreement that meets in the lash o3N n - 4-r A' - p -1 €c -a t-i ith o ut an an- the-s-pe-citications Roadway improvements. The -re -view process mayre-u-i-re pci-b-1 imprvements, such as, ae-ee- Le -rat -ion and decelerati-on lanes, exclusive left o. � -a- - u rn lanes, or a trafitiesignal, in a-a-a-n-ce with the Weld C; rem=,tee-n-t s and -Road Main -ten Agree m Pere traffic entering or exiting li rhra-9 nt forth v ments Age, nn4-Construction Criteria, as shown in X4\-1 nts and Road Maintenance i-tien ec s s w --process requires roadway improvements or identifies that the access impact C maintained reed -way -Possible mit ions enis and Road Maintan- greemen-t. T-he--g-reeme loa-R be made in conformance with the agreement shall —be a p r \, Maintenance -ft r -a ent w14-constitu' County's policy on collateral for imorevements. The rd. Violation of the Improvements and —Road , and may -s le ro apolicant to cev- e b n of cm-Wandlor other-enforcemant A. Review ProGess. The a p Blea-than and c 7444 a >re 1.n—s'v` s e r (r' - �n 3 o �f :_: �3 �-i 7 i.� 1 a t �_TY- d-e -a e n4 - ge ei-es to va ri of Public Works i- -sue frifli --- nt for an Access Permit sha11 be Public \Narks. The application mat -also be reviewed by other compliance -with any app -able laws and codes. If the Depart -tent d in th ca -ton far an Access-Re-rmit conforms to the policies are -d --requirements set forth in this Arai , meets -the regui re -eats-d _ erine, n the Weld Co i-n y ngin ee-ri-n-g and Construction Criteria, flown in Ap-p x 1-2-a or other pertinent —law -6i -re'g4 -tian- ----ter ordinances, and that all rs q ° ;red fees have been paid, an Access Permnit shalt ---be 20 issued so the applicant. Criteria upon which the Access Permit shall be considered to include, but not limited-=, the following: 1. Sat te the travelling public. r practices. Changes -in Approved Permit. An appr written authorization from the Depart -men with the approved permit. C. Permit Limitations. An approved Access Permit requires the altered without one in conformance shown in Appendix 12-A when working on the permittedcssTI- _ -�__ shall be -r- ring coma lance witi such specifications anc static arcs. Notwithstanding the issuance of any Access Permit or the construction of any access, Weld County ess within road right--of-way at any time, including, but not limited to, in connection with the relocation, the access for the damages to or destruction of the access. Secs 12-5-906 Access control. A. Access Operational-vements. When -a access, Wetd County may restrict or mom y the type of movement at the access. 1. r) compensating the owner of Full Movement Access. All potential movements for the access are allowed. :. All movements allowed except a left turn out of the access. es Only righ +a rn 1 -n -and --right turn out movements are allowea. B. Access Control Techniques. A reduction in accesses w 42 all properties. 1. Elimina ion. Applicants-rmay be - qui +^ ®Iimkiate ac sses-that-are-in unsafe loons. where there are more than two existing accesses for a parcel, or do not meet spacing requirement icentified in the Weld County Engineering and Construction Criteria document, if applicable. 2. Relocate r 3. Consolidation. Applicants may q �,r to cons^s toms for accesses that aro loss than 150 feet apart, if applicable. /� l �... w u. a s.� ^ w w w a a .i-.. ,. . R .� sa .b..�. ..mow i... • . w .i. w w.. ...r. a w� .1. w w w a u ..e. .....L �.. ow location n lowing items: Additional requirements and more detailed 21 A. Utility Locates. The Permit Holder sh-all be responsible for contacting the Utility Notification t 72 hours in advance of the access construction, if excavation is recuired B. Traffic Control. Access construction activities shall not interfere with traffic on County roadways. If interference with traffic is require by, the Department of Public Works as part of the permit application. All traffic control shall conforms _o :ie TIOS: cLse is verso i o= .1e VanLa on Uniform Traffic Control Devices standards, which is available for review at the Department of Public Works. I water affected, the Permit 3-10 of this Code. Construction Criteria, as shown in A ix 2-A. E. Res F Work.: prey l right -o County shall perform t hall not obstruct the na e for the proper disposition of -the runoff. See Section 8- ommercial, industrial or high traffic volume accesses shall be maintained to ooenc spons-i-bility for removing all he restorations at the Permit uired by the Depart nt of Rub -she -Works, the older's expense. Permit Holder shall assume all responsibility for any activities related to the closure/elimination In the event the issuance of an completed by the stipulated date on the permit. Closure and reclamation activities may include, but are not imited to, reestaolisiing tie orofi e of the burrow Gitcl, removing any gates in the cent to the maintained right of way, and attempting to reseed the affected area I of the Department of Public S �- • _ -�� ri � L -e \e � efl .Lb •. iyy a � S .yr9 ii=`��d' J ti a +eltrative fee. An Access Permit fee shall and shall be si Sec. 12-5-12-O . V . . • . Ks will consider requests for variances on a ca -se -by -case basis. Requests for variances should be submitted in a w shall comply w -t • ments as outlined -in tie Welc document shown in Appendix 12-A. Requests w th be re e I is health, safety, and welfare. Public Works will respond with an 22 i---a-e Art '- i7�U�;�ri�"�+ �'.��i✓ d�a''�+ u � '"nil the r'i-get to ap6e al th-e e, Permit is dented by theDe -e ent of -Public Works, or the applicant the -terms or conditions of a permit thereby, to the —Board of Cur-ty-gommissioners, in writing, utilizing the appeal rocecw:-r es set �o in Station- Snag -471-54 m -T A. Vielet-aio-ns-sad Penalties. Th-County, through the---Departmsn4 ofuh e �, > oc Pks or other -d rn-en s so au;,h azed, f'1'1' \ - i�� i is e �dhrd N 1F1 1 ee a '` 5Y fc—,a:+d in this Article, ice" troug — e 3Ca`1- methods adopted by the Boaa missioner& C. D. 4n Tinaa-l--Pen alt-ies . t^ .s unlawful to construct a new acces..J onto a Cown-ty road, or recon-e"-tpd�ave, ark-�`r', ePrlarge S�,dh �'a the e of any existing „ ` onhJ`1 ` county -maintain n•runless an Access Permit is, first issued. Any person, firm 'ter rpo-ation violating -any -provision of this Article is y of a-- .ass 2 petty offence, which, upon conviction th-�.�reof, shat! -be -punishable- , ---a fine of thre ndred dolla imprisonment in the County jail or -not more than �n (10) days, or � h--s-uch fine anc imprisonment, for each se to violation. Each day duri-sag which -such -work on -an Meg -al -access continues sh ate deemed a separate offense. 2. W H 1 such vie -lion Wit sixty (60) correct the violation s -i such sixty-day period, the that the Sheriff's O e issue 2 summons anc �� i-oleti•on wi cc i nt�rtarity� to give notic -d-so , o �. int s --re uiret- t the violator appear it 0 _ e, - .r-ty p -a4 nt of�ic Works, fl. lation _ of thi—AFB,- , it sha l ---gave \A/�- h�n ix days after the Date 'crf-s its erne e h pe`rson-a1 1 tYtC.�.n notice to the violater 6o -co e ueh--notice. - -t e _ violator as to tment of Public Work« Em -ay_ ques4 e--vio Into stari-n-g l-natu-re of the u fl €'- lace stated therein to -answer -and defend she chi . One (1) copy -of said summons and _ oo shaft-las served up-on44e violator -by -the Sh-e p d--b-y law for the service of -c- irn1i a1 Summon —S=— e --(10 24:4h —shall be retained -by the Sneriff's Office mad -r p-sa en4-e -Public Works and one (1) cop y-shall be tra ted he Clerk of the Court: :tee ount°y may -install-. i os s ° , ecmo an -y -access not co, er n -g -o--his _ Article during th-e-p-sprd-e-ncy-of-4he enforcement action. i1C a -ate me to enforce-ithe provisions et this Section. kn- event th-e--Hoard of County Corn m4ss4o-ners dee-m-s it --a, ip p; o p rlate, the Boa a c of County Commissioners may appou$the District -Attorney to parfonm such enforcement duties-i-n _ lieu of : h neAfr stinorscernenz er that! follow -the p-FlaLty-a-sses Section -201, C. m.S., for any violatio-mr--o4-#k1is Article. 1 ca*o n o a Beets -s— e rni 4ou-! $ -the applicant or any subsequent -prop by —therms o , -ass-oeial--mprovemenis Agreement, th-fe-B-ear revoke the Amess Pe i- Ueh-revocation may subject the a pp i-i-c-a nt or -an -y aqt. 4. dh ° ce apter, or any -other enforceme-nt i e i-sm- pc�fi owner to the p law. p r-ocedup rov i d ed i r ,�6�Y1 -sr fail to abide a� -Commissioners may Foe -arty d -b E i-�-a -y- i _ al- e l i i - i E 4-A . l n- - case -of any v io la o-n--of-this Article, the -County A.ttorne- ad 1� �t Sr —Fe r e t 1 e� s pro-�v-S ate• by t r a R'" n d� S �''�y s r' s �t y 3 a i P O i`1 i `� `1R R y y 8 i G�, .`s. �d 1-� 4.,+' e e ¢ � 1. o B -4t �P d -'v e d t� �d o �,� �`u � � ��`b/l�f��i-§-fi�h� �.a`�`� ?r � �i'+�Ti"�� a��,l-l. �-YG� i� sae -a nd-am u s, a s aem e nt or other a p pro p-a� -i-o-n-or-p oc&se lent, enjoin, abate or rem °- su<ch 23 E. Civil Ponalt-i-es. In addition to any of the penalties set forth above, any pers violater, -aten o ch rig than two hh:., n4 a ulation, provision or amendment thereof or any pro -vision by order of ti n 1 y the ce of the order of the County 7 7 7 7 7 imposed pursuant to this Subsection, constitute F Inspections. The Department of Public Works or other County dep provisions of tiis Artie e anc tie terms of -the permit. G. Failure to Comply With comply wiru cancellation of th County at the Permit Holder's expense. Requirements of Issued Access Permit. Failure of the Permit Holder to n essuec Access De --nit sia De surficient cause aor A issued in error or on the basis of incorrect information supplied by the Permit Holder, shall be considerec ioid. In the event an Access permit is- void, no refund of permit fees shall be made un ess le Access .errni: was .ssLe-d in ar by -thy Depart ent of- 'ic Works. ner shall be sent written notice any illegal access location or use. The owner shall oe given sixty (60) days notification of pending actions, after which the County across, or remove, any acces this Article. Any access, criveway or cura-cut being --c approved-A-ccess-P If the pe m1t-i denied, any work that has been completed must be removed and the road and drainage faci ities returned to pre-existing conditions acceptable to the of any app END X 12-A. - WELD COUNTY ENG NEER RUCT ON CR TER A NG AND CONS The purpose of a Traffic Impact Study (TIS) is to assess the chapter are intended to ensure consistent, proper traffic plan- ess for preparing 12A.1.1 Traffic Impact Study Requirements The responsibility for assessing the traffic impacts associated with a proposed land use action the County serving in a review r developmen professional eng-i-n-eer licensed in the To be deemed complete and accept-ab checklist s, 7 S is waived by Public Works. 24 I Tab, Impact Stau equL, Weld County Public Wcn ks Dept. 1111 8Street P.O. Box 7SS Greeley, Co 80632 Phone: t97OI3O4tE496 Fax: (970)304-6497 Traffic Impact Study (TIS ) Requirements Checklist Ail new commercial/residential developments will be required to submit a traffic study (stamped and signed by a PE rteg stered m the gate of Cal do) as a part of the review process unless waived by the Department of Public. Works. W,. Site Information o tescript≥<on of Use -Residential, Gravel pit, 4fii & Gas Facility, etc Hours of operalon n Number of Employees o Potential haul router o Vicinity map o Site Plan t Existing Site Conditions o Roadway neIwork-Surntrary of Roadway Classification and a description of study artea. o Analysis of Period-Ahtt, M►d-day, PM, and/or Saturday • Exciting Traffic Data -traffic counts. level of service, speeds, truck percenUges, crash data. etc • Future Conditions and i't cts • Trip Generation -Daily Peak Hour trips by ste development and CIE Trip Generation Manual o Trip distribution Short Term bac' roun4 ttaffic.-and amours $ ye i o tong Torn background traffic and peak hours (3,o-20, years) o Level of Service Analysis- projected ted LOS vii/ site build out, easisiirg traffict background traffic growth o Lave of Service deficier�c.i --identify lusting, short term and long term LOS deficiencies o Signal Warrant Analysis o Auxiliary Turn Lane Warrant Analysis Sight Distance Atnaly5*- at site entrance or access pout; • Other impacts -identity any impacts to schools bus routes, oedest Tian/ bicycle access, or public transit c. Mitigation ' Describe auxiliary' Farces lengths and storage capacity • Corrections for LGS'. deficiencies o Correttioris for any acct deibdencies,. o Signing & Striping cr Pavement Maintenance .a Intersection Radii for truck turn movement ci Figures & Tables o Exis-ticg Ptak hour turn rnOvernaltt volumes- (counts conducted wtthm the previous 18 months) o Trip distribution (%) mclutfing added project steak hour traffic voluirs Contaettensiveplain future -year t n mrietrent volumes ct intersection performance existing on litions o Project trip generation o Intersection level of service Conclusions & Supporting Analysis Buis d DUO 3137/10 v„)24„1 U a') a$h-I] Ex ii S4 fl (1 g 't c ��SS`,s ��4<3 U:9 S �t4�� ar c e, The following scenarios will require the preparation of an update (or amendment) to a previous study, or the preparation of an entirely new study. 1. When th T-a-ble, 12A-1, the _ applicant shall prepare the appropriate documentation identified in Table 12A 1. 2. When !.5 esented in v development applications, it must include updates to the County comprehensive plan. (Ties - types of studies requi-re see -ping consultation with the County prior to their preparation.), 25 • OngnaI Report is: years old isiUg '[IS Updating an Existing TIS -(4 ss changed or t Amendment letteP: ,eentify and dis'uss only items that changed Lett -e ecumenting change -No -ether traffic - requirements) >2 years old Amendment letter: provide new traffic counts, new trip New study genera requirements Ti 12A.2 TRAFFk� N ' OL DEVICES AND PLANS nd other traffic control devices shall Ii v !! bear all expenses for the fabrication and installation of road name signs, permanent barricades, and signs for implementing the approved project design (e.g., e shall include signs required on Coun arTh Nei 12A.LLI Striping and Signing Plans 0 striping plans shall conform complete a S+gn+n-g-Plan Elements 2. Specify the sign legend and sign type. 3. Specify the sign size. Striping Plan Elements 1. Include stripe color and type. 2. Include !ane width, tape 3. Include striping -trip interval. 26 4. All pavement Mar 9 specifications for water based tra engineer. 5T —All point location markings (stop specifications. 6. Include station and off terminations. 7. Include stripe thmensions. .cent point location markings, must meet current CDOT specified by the bars, turn arrows, words, symbols, etc.) must meet e points, symbol locations, and line The Department ou Pu-bi1c Works shall make -the final determination regarding the typ and local of traffic control devices within the right of -way or acGecs easemeiiese con:ro s shall include elineators, and permanent barricades- 12A.2. icw Rao, f e - e-rrma rent sign -age, unIes-s-ethe rise approved —by Me Department of Public —Works, shall —be install era before any n ein-re a -s- 1') AA ACCESS -CONTROL PL -141-4 We -1 -d County recognizes that -pc sA within an environment where r use. Sof reasonable se traffic vgyres and operati-al--pressu e o e g-eneo al transportation system, be it rural or urb-an, access control is Code contains the Road Access policy. Access control is used to maintain smooth traffic flow, to provide road right-of-way drainage, and to protect th functional level of the County roads while transportation ---needs end n+� est for local roads, collector -d-:s, and arterial roads. are shown in Table 12A-2. 9 Access Element Distance between intersections Signalized Un-signalized N /��w Fri V ` • - asses and intersections PlwatiValb 27 Ar� 2,640 1,320 660 N/A 1,320 660 Local N/A N/A 330 330 330 150 ways cness s ncWr-d--- 4G4aca l rod ay hal b� F„ w ;ThAd-" � _ 2 When -ever p o-%i-' e , shared n •Y° i A 9 i t" C�a cti A i '' s r s r e '� i :11 r feet ors-t�� -�-� s �� --��-o-h-o=-o� ,� h-�-4 a � �, �-�, e �� n of 30 tom, contain -a n -- um 2O-footh i o- l- er r oadwa�y f o 3 o --C o4 ear -e , w y Accesca-r-d-s to collectors are shown in Table 12A-2. An -access or n -i ;te-.action ontoa collector ks-not permitted unless it -m -eis the spacing o u-i -m—a ds- b4e 2k2 and --an alterrawe ate- c r --n rsec,don _ to a love; -c -psi ied re -ad ---snot feasible. No- me -re than one arca. ,4 --be all ee4— o an-i-ndi-Midual or to coati -p -e- arts Pun r 4he same ownership unless it an be snow that: the additional aess wo-u-Icl not be in conflict with !octal safety regulations; the additional access would not be-dw in el to -6p u bl is health, sett°, and re; ana d c -e - i i -1 access is necessary for the efficient use of the property. e J�-a e- it _ Roadways AG''�ae&"s-e1 C1ro 6 n to arterial -r ad' yy-&- e -r tl' -A2f in Table 12A-2. An 2-G-0 rA new i n tip rs e Gti S a' .. ri! is nos feasible a n -d -the -e _ neter e with -the !-coati On , 12n -n 01 p-roperties. Whenever possibl-e5-sharied accesses will be given priority. No more tan -o -R ss shad be -allowed to an inrd--ividu ---or to contiguous parcels under the same ownersh . riess it Gan -be shown that: alle3th -onl- one aces -s -would be in confli-Gt--with-th-i-e r- l sal nee -illations; the adt-i n f access --would rro4-e-- etrimen-ta! to o blic d h, sa y, anf�ey r <.� "h a�onai aco ss is aecessiinter4ion o` a---lwer classified road Ls -net -equlena in Table' rl2 2 and awes not g h e effioie1n- u .s, fl era.r3 cc.�s-40-Rearby tar_ ty-inters-se-it-ions shall —be —spaced no less than 0.5 -mile apart on arterials, unless sus., topog tic or other phys-aca, limitatitens as de t -, ed by the De9e-; t, ena: of P - c Works. The -type of ate- mss ful movement, t -h e.---quaFte ant, or righ' n ght-out m-overnaifl--be determined by Y- E n t of Publi&No-rikrs . the C O--wand-FHWA rules and _ guLatiapt'y to all highway an nt: stag eases. Weld County 4 cos no jutr-isoictionaa r -ocity over access 1-2--Aagralled-AGsesse-s Whenever-p-ossible and feasible, shared -access will be provi properties. eared access is-tie--Ge ed en r Bement may be req-uired. 1-aAlr-AGCPSS DESK ° l A written ac-oess AG-Ge-s-p-o- 4s shall be deli. - ed to p v- - e -fe-tmovement foi=trafific entei-ng and traveli-n-g on -read -ways within the County. Ulc-tec-suctions, access poi-nts are-c-onflict locations. The bas,4 ig-cl o e,ess points in -dudes adequate:: g proper align -me 4 2A t -s ec -A -a ,czcee-mss shall enter onae 80- 6o 100-d ee angle, for a minimum -of one Bel -c--- -,. nc h. An access app -reach that is gated -she' j - h - ', n s. \ c!- : .4n ' 0!ud-ing tral- rs) usin-g- teae access cam-comedeter- re jr- e ed-wa y--w-hen the 1,..7 dos . -1 no v -e s h a-�e- mot efro m "GIs sate to -the -e- the traveled -surface e -1 e s s t i n 3-1---fF� t. V +u+ � � 64e d � fir � � � r � � 6J � ` l� �'� 28 Any overhead entry structures shall have at least a 13' 6" clearance, measured from the access surface. When the access is intended for commercial or .ncLs-9/a use, :le access rac, sia accommodate the turning movemen- s width and ccc C minimum cover shall be 12 inches t -heisting capacity of the ditch. Figure 12A-2 shows a typical access approach. reside-nti a i Corn rcial/l-ndustrial Approach Width Access Rack i-i 20- -30 fe--et-wir4e 60 feet minimum 24-40 feet wide Figure 12A 2 40 L.F. OF 15" DIA. CULVERT OR AS REQUIRED. -are-- -illilipm• - RADIUS --\ APPROACH 24' GRAVEL OR PAVED SURFACE AS SEUU►RtD I FLARED END SECTIONS Ft.OW LINE q. WELD COUNTY ROAD SHOIII fER ONO EDGE OF TRAVEL LANE PLAN VIEW 1 A. --A - S -S- H ISTANC E a�ter based upon At intersections, accesses, and poi-n-ts along county roadways, sight distance is essentia to orotect II dependent upon the height of the driver's e, above the roa at -of —sight obstructions within the line of sight. The minimum rly visible to the driver and is sight d is -tan oto design walls, buildings, bridge piers, cut slopes, or vegetation growth are near the roadway on -the inside of have sufficient distance a :o stop when a hazardous condition comes into 29 vies- . T is cha ter defines the minimum recuirements anc tecinica criteria for the 2. sis and a-ccess locations to ancfrom .9 -ready he intent of providing _ safe, orderly, and continuous traffic—mid County Engineering anc onstructien- Criteria a so G scusses common o Ds:ruc:.ons _o site c stance a 1c o1e r cons Gera ° o is. For g -en- ral sight distance calculations, t y -e is considered to be 3.5 feet above the road supta-ce and the object —is considered to —be 2.0 feet above the road surcace. Th-e e of 3% or greater using he figures set forth in Tacle 12A-4. r 9 Posted speed (MPH} nwv Minimum sight distance (ft) ?, 2 assumed to be at the cent 2-5 150 150 30 24O 250 1325 a�, 45 400 200 25 275 1 325 on the. highway , Q ` ( S a. a e L. .H9S-4 s p—rpeses. A -h -e ht of 3.5 feat, Y 5O . C' as 475 550 4OO 60 650 62-5 45O 525 1-'C, &eess location. The driver's eyes shall be kit a e -curve) forsurement for a-ve h is l -e -a -s -s u-mal-to be on -the -centerline of t he-a-ece ss 5 feet back -from the ed--be of the tray -0 1421-R€-7 spd at h-e-e--nad-cf the acceleration -cane shall be used, O j-u-stnien$4acto-rs for lioadwa3, Roadway Grade Yr U trade Factors 4* varai 3% to 4.9% 0.90 1 l 30 5%to7.5% Downgrade 3%to4.9/v 5% to 7.5 % 0.80 1.20 13-5 12A.5.2 stopping Vet -Distance The minimum stopping sight distance is the distance re ;e-ct on tie roa-c becomes Viii D e sight distance is the sum of the braking distance and the brake reaction time (the interval between the instant that tF e driver recognizes the existence of an object on the roadway and the instant -the Sto D Ding 12A-5 provides the required minimum stopping sight distances on straight roadways with grades of less than 3%. In no case shall the stopping sight distance be less than as specified in Table 12A-5. For grades in excess of 3%, refer to Table 12A-6. For stopping sight distance calculations, the height of the object is consicerec .o De 6 ncees move :ie roac su' ace: concerning roadway design and stopping sight distance. tefeelaon Pe s -g-n 91.9 2-5 a0 40 50 60 i4!.0 183.8 220.5 60.0 Designa Calculated (ft) 151.9 86.E � 44677 153.6 240.0 300.6 423.8 345.5 i 566.0 31 425 570 7-0 47-0.3 727.6 te-d on a ti -s of 2.5 seconds*-4ecelera tion rate -at o determine calculated sight distance. 1.2 feet/second Stopping Distance --at Grade Downgrades Upgrades Speed (MPH) Stopping Distance (ft) esi Speed (MPH) Sto ist e �n 3% 684 3% 6% as as 447 143 140 - 3.0 227 1 4 179 40 315 3 1 40 249, 273 446 474 507 5.0 405 375 f ... 598 6-3-8 686 €0 5-3-g .545 49-5 V V 7.0 8-2-5 7.0 6-90 €8634 894 nce at Grade When a roa r' Gon-s ucted on a grade steeper than 3%, the braking distance should not only account for the initial speed and coefficient of friction, but should also b --adjusted accounting for the percent gra te Tah, � - provid s he req iced shopping sight distances at grade in wet conditions. The proposed horizontal alignment must provide for the minimum stopping distance for the design o ay addition the design m st +te e i o account the visibility at intersections, around curves, and at roadside encroachr &nos. Stopping sight distance on horizontal 32 curves is based on lateral clearance from thi various -radii -of -inner -e4 ebj th-e sight oostruction, for he position of the dr-i med to be 6 feet from the inner edge of the pavement, with the sight red along this arc. Decision sight cis:aice Cs ceinec as _le c s;aloe - sakes for a driver to detect an unexpected or difficult-to-pe-rceive hazard -along the road -way, recognize this hazard, select an ap-r priate speed and path, bre required safety maneuver distance values tend to b intersections, locations where unusua or unexpected maneuvers are required, and changes in cross section are w -h -e of the Weld County Engineering and Construction Criteria for additional information about decision Isla sion Sight Distance Design Speed (MPH) 36 or less 50 7.9 Decision Sight Distance hanges and Decision Sight Distane A 330 465 S C 450 69O 94O 1,410 1,105 1,275 Where: 600 750 a 715 8-g 620 825 1,030 1,280 1744-5 Avoidance Maneuver Cr: stopped/pa /-i:--lion change on ura-woad (t-r1Q.24102 sec) r 33 Q sec) 14 v a crc C— ki 1i rate to the intersection sight distance shall be as shown in Tabk, 12A-9. There approaching simultan tors of vehicles that are prevent collisions at the inte- ection. All f -w -ay or a sight distance easement c. -a -d Posted 2-5 3O 35 40 45 50 Clear Zone Length Left (ft) 2O0 s 275 448 aso 425 I 229 101 129 157 50(4 269 575 650 350 390 212 239 34 L. r �,,...,- RtCHi'""" NOTE. CLEAR ZONE OVERVIEW (SHADED AREA IS TO BE CLEAR OF SIGHT OBSTRUCTIONS FROM 2.5' TO 8' H. ABOVE THE ROAD). I.EMGHT VARIES BY POSTED SPEED LIMIT. �I EDGE TRAVEL LME Road Figure 12A, REWIRED SIGHT D;STANCE not have visib EDGE OF DRIVING SURFACE (FLOWLINE) 40' 12Ao6 AUXILIARY TURN-LAN-ES REQUIREED SIGHT DESTANCE e im pediments between 3 and 8 feet at subdivision intersections within POINT OF INTERSECTION 40' - EDGE OF DRIVING SURFACE (FLOWLINE) Auxiliary lanes are useful in maintai-ning—tke—safalaway or access. When auxiliary lanes are required by the County or warranted by information obtained during access, nearby traf roadway design factors) exist that deterrnii g sight d-i-s- ant documented locations with safety ese include the following. the volume of n-ter/exit the roadway. 35 b) Any !post -ions where conditions such as horizontal -or vent ca! curves an- ig-h4 obstn ions exist aRc car -i1 - of be removed, and -m -a -y pu-b-l;c safety or traffic opera - n ,. lanes y- - al -!y consist of one or more of the foil -o g: transition taperfu9 w lane, ano stca-e, The use of these cornnponents--vss-based on he type of access, throe -g,n street classification, an�:cif-oncitions (g-rades). u -2A5 REDIRECT TAPERS DECEiLERATON LANE TRANSITION TAPERS } REDIRECT TAPES ACCE;_ERAPON LANE TRANSITION TAPERS Auxi-li-aPp4m lanes shall-be-;i-ns-p llea on collector and arterial roadways accor -sal A l [eft eleeel protected p rifle a ap A -` 1 1 3 A I411.' o -t-cle' -lie lane w wii h -a ingress` -age length plus taper length is required for any access with a p en than 10 e 0 0 -11 coR �� na 0 0 p' 0 e d -e ak hour -re s s turn 0 r than-- p.. n The design elements � ht -turn and e cps are thp- iA taper-, lane rig s, aids co:i-Pribuciation ifin-akc thp se -eight ,urn tan T e 1 A La CI G e with taper is required for ai rig ' � g vo�� re fer than 5 0yph and a -s t er:Me design el -erne -Fits -for a ri ;h elerat n lane length. I and 12-a2 a criteria present - n peak hour the dire-etion of the Fight are the transition tape —yid acceleration loon lane with -transition -taper may be required if ytAw roadway n A 1 left a -n atie ne in t -eratio lane is generally net peg eft turn ingress To -deferral -Re the required a, �.ryration and decete-Fation lane and transiti-o-n tl-o-f-th-e recj-aired transye t - r is te-rrninod by 3mw!tipl '{- da t e offset byDer-r c val- -e---a s ociated ti:th the posted sue. - -e 12 -`i-Q— he -°inning and ending point of all tapers shaIgae-ro6undedr, =fit the safety the cessn 36 n fedzirecti-n-g through ti iT- E ci i taper— ` o CVs.1d e su horizontal curve Alai - and t.-nsitio adj-usted fo "' n& tiona rs tic a-ve o o 06e1 t f ne and transition taper -Ja e to -the e r o - ri a traff e n- v h-' At-disfu-ptieg- -f e flew. "liable. 2A 10 prid 9 fl i I of -b the ne and the Sri,. he ne E ireet or st O O S ludo a tere O U O ee1eration € e feeelefatien-lane lengths in Iab-1e 12A 10-s-' - I c-ngtin of the acceleration lane in - eludes the value -s im-asi-t-ion tape T-lhe4e-n b. of a trans ti& -n taper is e- elate -b in Y c • 4sI 0 • in The -he -ginning -and ending point of a.- os s ' 1 be used where an - u e v usi • o min a is shall be . e -4 ireetiealog vthietes is necessary aS-w++e etlon of -the fie gtis nn essar�T to accommo- she exclus43- ta. ane or nosethano Redirect tapers requiredHS confoi an{tea ith Table 12A 10. If tl e O114 a 7 0 n t a design O 9 M O e -di ho-- beginnin Sending poia reu P stets sl ed limit (M-RH n -vs ..... A..._ ......._ ._. a ___.._._ _.. cceleF 4on Ie d- } Transition taper (i-faY taper (ratio) w...vw.9...weiwuw orowaw WitYM avie*WNWzz... Jr-thethroagh movement, the `e- $gn 4 as str .lb* o easiga Criteria Lanes-ign Criteria tap T- -g e-ife n g ; an- -w x-i-i-iary-1 a ne can be 4 s r-miiced b3 e- fro r -n -n - -p-zed in Tales 12A41. T-- e4eng--am—ba`ed on slag e -2n th of a passenger vehicle an -- e o ,a ed �r i vehicles per ^�G,u pI Es ate4----� �" € .9seis, laws trucks, _ �d Fee ea Iona( � U a 9 e C`a�', � �.s e i'�a c �s 4,i ! i �`'�ii-1 �'� tiJ �la � be-determtned and sucm-fitted to the Co-u-n-ty for re*. a� L '-ra-e—Stease-LengLtks 37 Auxiliary-LaneCdr o 3 v i.,+ _ kngthr Tw°ni a �' °cles per he - vas 02 b uati a a F t { MIMS Th cangth e a. gtn a4 a queue within the lane without a iectin oth F star -age lengths for sti ersections. Table s g -e --1 a -for signal -con elied imersec e-ns. If the De a a, of Pub y e etisng-Jh-e required sto- -ge-len -th i9 im-p-ractical or will result --ins an unsafe 30_ 40 storag-e-len h shall be based on -4 Ie a be e �sh "a i a E e� l 4. �.�3-f�4'f a � fl o 4 A -Loa rcL -R y o: fl k- is ength for vehicles to provides the required cam - rks d ek e a m-e-s4h- t condition, the e--m-i-pa i m u m rrival rate. But in no case shall the minimum, ti t rage --- e —following st-n-d-a a -duo r a u Jvrl--ia ry lane d es ng n- 1. No driveway s h a l -1 2. In n -e t that a -p -r ie irt-tfrn ' an -c r l moss one or more adjaoent pope wiire4h-e applicant to obtain an* h- - f ---way. -e-is constructed, ith, -0Q- 9et of an arter l- - erial intersec- -n, the applicant is responsib-4e4or desi-g-n quisiti a -f requi S ri .o -=.a -_re ation outilities, and 'ea+ -ea > tru- - -e he lane to such -intersection. 4. Wh ewe--4scti o a —heave exciu s i-v-ea ones a er a p --o —theme--e-nd i ng paints of the exclusi- turn Ianres have less than 300 feet-oone-tiralf their length of _ separation (whichever is f. can tU ure or topograirp-hical-leatuire does not preclude widening, a she - continuous exclusive t im lane s -h -all be constructed between the intersections to improve read -way consistency -and safety, and to mar es-elf-pa‘si-ve-ment conti-n-u y. elusive turn lane, n ,1- lane is given first prime-i-t, redirected, an o l -a -y -of pavement is required. 12A.7 ACCESS Gtr- S RUCT -ane is insta e anc he _rave All roadway access construction which aft s estructures within the Cou i-dewalks, c rainage structu-Fes, ditches, a required to incorporate-i odificatio-n s to existinwg tfeilzU of -Way Permit is such as pavem-e 60- -IG0 >100 100 12 .1.1 Grave �-� k=k a era Hnew construction -m right-of-ways. antis must be es-- 1 ,''-9 9� d i L Gravel -or recycl e4s ph a It gravel base wi U-i-be perm -it -'d for residential access or f-i-a,Id d f the trav tiled- Faacvy _. _ TJ O G uareMa U Ua�____l�i= ;a 19ei 1i W 1� m L S gravel su in -g-- .e gravel surface w LL de 9-rn4nirnum a 'divalent material from the -ri-ghtf-of-way—in— , to the 3O delay of one season in pla gravel surf 12A.7.3 Access Drainage ate Accesses should be constructed in a manner that minimizes erosion and does not result in downer -ward t pay for materia s anc th-e cost of installation for new access cu verts whenever the insta ation of s 13 le DU 3 is road wi be constructed to assure t roadway. h pplicant is responsible for any alteratio properties. 12A1.4 Structures For efficiency and to avoid maintenance or public safety concerns, the Cc ia wa.e coes no maintain the full wid-t removed from the right-of-way upon written request by the Department of Public Works. Mailboxes run on oorac oss .1e ereon. Structures include, snowpl traveled way. Wear, damage, or breakage to mailboxe sno 12A.8 CHANGE IN ACCESS USE re with road maintenance activities such as dge of the f business; expansion of existing business; change in zoning; change in property division; and creation of new parcels. 12A.9 TEMPORARY ACCESS Any road access which will be closed after being used for a limited time may be considered a temporary road access. cesses shall not exceed twelve months. A Temporary cces P wit may be gmporary access meets minimum county traffic safety and operational requirements, including sight distance. 12AO10 Tra Tracking Contra -I ahead of construction activities. 12AO1 - -ng Control Triggers rds that require tracking control devices: 39 ontrol is install -9d b 20 to 50 passenger vehicle round trips/day or less than truck round trips/day: S 4 r 1 o Access onto paved roads requires a tracking control device and a minimum of 100 ft of n . 4 . 4 • . • vehicles trips: 4 • . I L 1 cks) or more than 50 round ft of asphalt. To mitigate any impacts to the pub o Cattle Guards. o Asphalt or Concrete paving. o Rip Rap (6" washed rock). b damages an n4i-al combined 40 CH IC& PIER 23 ZONING RTICLE XII D k4s one-I—Se-ne- P r "� f t.. • - 1.4-1 A. Thea a A r Il . • � Aso CAInd- - lane s i u � a as Armcl 2 f yu Repealed and Reserved. W1 - - -Co a ` -S-e--rn-� � u �4 I A A �.�- swc diet} ` e —r u--G-health sa-fet\ nji -Cu Fin. J-te,7nanuuanosouau ate , 044° < . a l � r. A� e, , ern ral—were are in the an-incorp a - °�� ° n -m ��, r e of --tee-- ;� , zaj,mn4ed—� - �d rur A' '_kbi7 ‘Y4- Ce/-0 B Y ll I e ‘,..”6 tl A "�J' mod' �infaaPJ�+'bA l�s�"11 �J h 61�'-�' es e e 21 9 are, ande-ono -- w llei 8 'aid n0 6 `a,o k pl e ve 'm m e ,-4 sati- s —an t� p ° 'P a A °- e —C unty a t as 2n - , n,4 rd Sa '` slue a p 9 s i ak �address boc and pn-v-ate n u '+mss d� t9 i e a a 'i '6''x� y,.a _ a 9 Le _ p 'd _ Ann for A tl e a ,A4d 'Ary ds9 ne 46 ' c-Al44�E es AS +a tr%. i-n-age plans s 9 -d adhere raaopted-e e n e sin pain -c p e s and 0 at-o-u- 4 s fire - paGabl-9aw 3Lr-frag- -- t -n T ��p..'2p` an9iia� o 6 i, V ka? ft.� to ,_ �. '-1`' - -• -� _ • es G s- -�1~p - d b 1, gn ec; A G •d a 9 ACA a C. r.9 A n A N 8 PPS °T �� al °� r �.a'J c- B" Y 1t� q Orb -nee n u va n a ; � u� a �S"E�h 7J�� o' e c O L Aq ' d da n r nd m ,=�c �. can be a -tam r rett r` 84w3 m 6 A e�9 I��ia e a tun u a 'as A kt e S damage tin an d VdFe, a u h n or r � rn� n n a Qb � 4 P cu r°, - �- a — ` � as tln 'T@`bo OO-1 C. Baia u tna e and Reed Qontr'" �- kst4G ¢ s R p Q r -b' - ' arras -! ' �i� �n r' _ `� a ' `� nua VI ° a wd� a G .rr' , � � e � afJ ° b �' e i �,r .�� .� d� � a�i. u �u (UQF-CQ--M-anua9-co-ns-ist '�° R � kn4me 1, ` ! ,! m'e 2, a n -Voirru-nor 3, as c en, s a } e-sst f -t h -Sr —� U—Ssr is ` sT �� g. 9 or 9 P a g , �, J 4G�� w4h 1 h h � a ern �-�' � �, �� u d o d L a hr� a:a �� a� 6 d$ S� �"'�� 5 e B � A r _ 6 n`@ , a e e ae'gem nd-tl n- s an -e--` 1 a� i &aa Q b_ rep c, - ed w4h 9 p gw� Yj-� rd�3 4.Ai k nn—as tho rrifTh e e aL4i—Yi€ sr Lel-Gay-rat r-rn-larieulTigea -to-- e . ° - - CI iis for s to r m—,kte � � e a ° ? .�'�.r a � �1 n � a d�il o '6� Ra' O.e b -y ` -.G. a 9 - _ a rrrt a fro—' A o -a' --v- -te, sy 5a 9 u , -v'h et 'F aa _ a -s -t - -4-n e plan-s-pe g -sac •t to -Lire area of -the sits-has-beenapproved-by-the COUlt ' A- VA,- e 9 d ice' ` -u te m C' e a as ii �tl `dtetria shall be a ,+d"le on the Wen • _nit Pan ' n-De`p- e -p A - aGam$ - -`'-. — a l a A d� a 6- i OCT—ed " `' CO -RE -al - -i-n= r prA' � --a r e k-nt -n`e ' e S u -$• me --n L s pe 9 0 t r o ' d outl 9? - � �� _ a confhhct between —the � lam' _ �3 _ _ n 8a � ° r� � � � � r q A° r ° rr. .� �� 6 ° rr o c• has ' . �„ +ate Man d e �e �a sun a r eda` n e,�e ,� °a,saA� o a au C7%..iitaa ., nod ai Aa A au as ear ®, adn a e p- en --c�-t p C u- &-S-a W rKt e — e- re aver4 41 r — ` c� a' o Th-a—Pa d t9 t ass -am anin E dd a ct- d— m' 1 , to a> 1 a Jura d geo a y t— n v .n : a• i s €�— dam! i � i� n �+4e s ao -`o ke a reing 1 b` -Y" a s Ca e s es ri Pok roa d s i d e c B •1S '%d a a' s located fi Ov 9 t 3 e-Cre— a B at 9 12— Ago nit4,e r ,� j nV�'k LL=, Jc ., a e O`er site Gleian:Wen D n� red W -� - eam region J e bat L ?Pr de -tai -R P a' f 4 d ], D �t a�11 Ida n A"t - a `V ';1 �.si '�J{ @0a 8 a 9 eon @r' ` e" B 4.041B 0 9. e t a ] y ti �� "� —f •ce ('5 Q �� • B d e a e d `u ., i s it Malt s . I e 9 n o-raucy or e 6 at nan#oc'J ete- tf oin0R-a y4 -�� 0 n t y ee cww meted Pei the a� - e— ~ r plan n a �P p� �o . S� ormw r B etn -o-a U U-fii a r n ah n 4 _ ronkd aunt - a and aDrili - �:, .¢'+1 A 9V.A—CI] mo. is � � � 5H �� --- - G' r --u - r p-�i c� �' 9 u• f' „ R• . r i ,°r o l ,ate ' d� i U tali �'�3r�a� ukill< Gu' n i��sl Z� t ';, tl f� u u v),./7T'c�t'�1 e o • rR .— + sa .sa .S. nti pig, 6a 1 s+'a o n r/. `vH r storm a B -1 o. 9 �8 e n8} 4� �T i l�'bJ' for r U a "c ll YJ V2 t•' —a� Rsa a od a - ts4a cr-1-n-o fto o= =The—' o u . , I ' r fa U 4- 4 ria L -Rd � k te-f -NON, R BA ail 0 J ' i r' as '� o ed.—a n u n vaa e d � a a r a a' ious d'` ms's . 0 '—the u a`d"'d a' '5 rd � a-s�'''t4 '• n on Y b' k �1 f t_,r, i` a�`c� G`ia vh i s �t—n-u d sa n. l,ada ,mod' B u a 9 der.%d , fri C1 t o � °R9 'Ac✓ S, 0 i :1 i i II-Ir r 0 c y/] nh 9_ v0 a. �l ≥may "' ,a. F,d d a us • cuff a of -ac 1,4 6, hours, causes a anB eva a#n4 r v nK a has adopted -d s f 0i ad lava 3 m unoff- • p B U r 8 rz8 n+ 9 _ 0 55 uy dm a 4�y 8, C/'T n 9 "�' '1/4./4 1 `4.0' S d `1S U e 0 e3.] tl n �+nv B d P2.%.,#Sri° C.1 9] ap a `br i dtdoa d u °Q;.se� u�sdLrj a ter• 1 sv-daa l it r ea a ma-Lasi B dpi e a. ava a�abaas d 3 o. ^�n s� a fit- ew *ea m �� a 0 �' ° 6, �. Ar 4. 4 rt��i r1 a`° I �y the L� 0 1 t" 9 S c,( lJB�� 7 �� ! '� a"'3 d S �� mod' d n B a V 6'l�v 9 0'1/44e -Pd 1 �� ` ,d �'d� tl cm des e bad ] kM� 5 G o !�+` �,+' �. , a.tl a n w -'e " -re GP` ub u n4pRva.a. `�: y . -ORS ah-a4- ��5TT��_U�•yl—�4 (-n1r�Z r'�� fr lS i L N h F'15�f1 �A F� `.L..�" d —at' a 'lam 'a. 9 a fl on a u . jP Where-the 1r ��'s water (r 4r t�� if e �� d°�t`�s'� tr�ry�a�;_ar��r��(� c�3F'E°o,� t�� 9 �Sa' C�. 3 0 e M t- o it i k a 'Y. `>;S s i� A� 'b4 N iP C.J onto id the �j',d a '�d �`�o� e n S J B a lbrz 8 d "Redrd L fl ,'�m° se u - 0'o Where 9t f b ms--ait-es 2 0 }"5"im a pay r._ Aga'os kn o 1 Pr..* '1/4,.Ca a e ki1erpi,rF ae ?r iw-acrossk. -••�' , s � - �; ' - 'LP • dam-- . "add ;� p q. ,,8° �e '• • • _ � S E n B d Q • ad] a s o' s a a u �r'"� t5 e a; 9 ei • `'Qa a ae�i t '"_intri 9 on n d a n ` a a a a s a v'�� ins se-thefo l ot� !u,. a. No 4./ CS 9 0 Y 7wi_. an Y U .�� a �Q �� u�n e 1/4.4 a `S� B s' 3-1170-C _ 6sa"— e e��'s a concond Mons . Re utierUn are tl• 8 U'� 9` B B 4e� B '0.,9 '‘i�1 S 'ms -'d �l.'L-A -gin \ 1.'•r w G S !cuI Ira Zs - —5- as- §--v-e4 wing e -° M -SA-} 42 2—.)-1-98-41CH %.< A�\ a A B 0 A �on S 0 Y� the Af o �- �Cn,� g§ ua� 0� +.Ic 0 esn District. Fircuttur ° !II II b. in n i o p�:u-r�� g°° g ,arm s� g a w p a h diva s d d— 7 e� a a 'a n �. u�Y , llec o b ; 6-e 013 u "S'a'lly. l Y' I nits if the-t-oc -n- m ,fro. o. P'' ' g T,„., -L .. Reside b -fir --`g e I c) 8) a e • cy. Ads. e e �`a �' n u U : `� co 4t1 s e s4 et mss`%'€- U-ai - -stcea o lierao r Fn r -n -C e c - 0 a �reQ r+.aa '�. i n 9 i �. D nf.. 2 r4 ,s'y1..{j�, ra• �Q��{, a � `�+Ia{-Cpl-fP�- �°p'^�^q.�s a }/��,'� A[• The t o -ll . - - del pment mp fs'J�v N ` to A9 -tl 1 "�9 Y� s �—U 0 Y tl In `= -a a 4 F ZPN d eas where the �L' 1 Meng. 5e i4e r a raejsternompaterPcifi �, ,r +� .-e Ii -GUT �uy 1 ON-agrAM�- ona h t- e4 - eq u -a-° to, 1 -0 —aft — far -e- - - ui -7P _ c 9 �s1�d�a� �i�'osv. �u a heor o, ao-Palidi 12) °- S predirlo rarrease the one '! a -a , - d -` r runo of less tl 9 a {I a sn re r3 can an • tits s u-ni tP Ilk eA.Yr d Q 1lA p -i i�Zviti e d 'the =e d r a rp g -pater !plain Anne ty n d —t � -pl-r964a ` than I a —-ti344-e-r-cl m `x-- and re `e'L�5 o other pa -s) 1 4 Via- x'44- d I FE ' ) y e f 4f`�J� , , . L� tied �,� a a A�h� i � '�e —�- o- �a c a- ` h o - t�3 �s - a o n eo u- aIent d ewtousn S . d5) Cro a v:o a a;li-a-"d J: � Ga a"o d -h � ein d _ z &Pee a a, o etl � '� d 9 E _ • &)-2rx44oGsed—Co If li a B e d e a 5 � d t i Il � —tl �za— Jai are red--aS� o h� r� CCDs & g g C 'CO 10 m ,r � �s e� u e� a s� s a, as o�, �D a �� ,7o a e 6 �a sad E a n -oc ma F ecH - G rt nt hid Pd-# ' ),a X14 ri ins a d d `‘a des a-- Ka -� 4 —%..:4— r771- lirrirrnr— "tad fl e h ` u e e n4& L d d P., -05-9- 43 v. rnire.pe n o td�, a s . bin -Sion n ,C 3 iK .In . I� use '��6-1 �-p- ra2 an' -e t the i t ea u `P—i� o T �sd P the a e u� 9 a s e s a �i L S � t 9 t r d o -the rainfakLq ` a ;Li erb ��'a' a�" � ,"- - a o 3 f c 1,J a s I n s I a Fee a� �a-ll u_69 -- -4-n areas located, in -the -0 } -st - 0-044-0C-1 n o/? -We t -Fger than -1-60 a cc n e 04 r c i� w U r a c _7 a 9 �sl r0 6ff ll 9 . The 8 tied R7 � l� F k a n fa- . ° �'!- in ing h a COLA 0 Coup the--r-u n -e` o sa Ad `re are -as ;71 an urban r� 4 ae34 F 0 u ap r r' to Dn� < e a��se�+ In oI s,sa u 4 p �``� a te` r �P ; rn; 3 r from 0-to-a,'he ea �'a9 Tor '"c a y 9 �+• •� aa' i(— Ime 1) sh-a-roel of the Hi' a - 160 a e& a.ra. a unnn-ate �a ark �°�, a� e in —Weise, g 1 a a n n a ' a b ti a s"`a a 3, s a -B'u a u a.• s u n -V f ore e o u sWof e L "add a r tl V et o'g ` a @. a s a a. 11 J e� . `'mod . Army Corps -of aVI fl::(UA-CMS-m o d wTh , C-HRAMS m'od-& T n II a-1ffr= tip ' S-1 s' o q.a n the a% r. Criteria- k� ±�, q.-� rte° � rf'41,�„�it u any �ao a a n -a9 a • riPP X _ '' o 9 �� = � n' = -� d'' 'A 01434,C.; u 'c ' u -�i�l�'s 'A �s 9� a L 5'a a !e�.� + 9 e s a 3a C4 a se-el-on-vt-,tater--shLe„..S c-n-d-d-rT age-bea. arge r mil' rramr'�,ter a " .e WP S �a boa 9 'mss 6 %a a a s s~� �'e > L' �''N—d Manual, pies rapk c a t i o n' Guido, o 9 O u Tc;'u"�1� c- — e ed te. rcha nt O°f sten tron- �—-s reet l; Wow ; cc to l e'3 -h -it - a a a� �� Inn t a -1 -p -e- .04-Wbanrt- . Ro eet -o n a t t=-. n ew d o, nttt-e-r a r-swa,4e , the storrnwatesr e aro aG-b te r i P //''� °`� �5 ra a cn t- f I '� p A & Via, �,J ' e �� t 6�' �� h c j'.' '� ,per N F"?4`� E �✓`� r ° �_ G' d `r de a 'te ay . O Ee.-.af`d Fcy' `!E. , _ a l a m E�? rV _a 3 ."' 8 9 n become a a s rtes. The maximum ern -Brooch -anent depth ds o o -� . ' a Me—beflew Road r!assificatiePa Lam Collector Design Storm ,roachment • Minor Max Encroachment Design Storm 6" 100 yr 6" 1 00 yr 100 yr Max Encroachment crown B. Inlets. 1. The - a guidelines provided in the streets/inlets/storm sewers chapter of the 4J FC D 9- Ju e 1) should be used when designing stormwater inlets. The 44 w standard table: i for use Grated inlet Type Grated inlet Type 13 SAVAVAWAVAMOAV Combination nom &mead. AO Ay A.MAAMAVM ANOffAVAH un+y streets are shown in tan following Inlet-- per ittS CrnnT Types All street types with -6 kcpah vertical curb OHM Ate" or private drives with 2. I-bR der to account f le ease the capacity of the inlets such as Fs olug--n rg, pavement cv-erl a yi-n , and va- afters in desks ssumpti ins -thy �' � I � � � M S 9 " fi �'�°1 i �� ° ice`"�' r RntK� f `� r li the — a y ac to � or -a -be--Fe. ---ed by m -emote- s - en4 -f; the folio vAn- 4r -'e for standard inlets in Weld YAM Condition pe Sump or corinuous os 10 ft length • Continuous grade -Ca Pipes. Sum CD —OT Type R • 5 ft length Combination Type-1-3 T�� ad "vAar en t%A 0 Type 13 Combination Type —i3 u e o a.3 k rril Bn �u'e� � a d irb a o e s &zli scent of - -ocetica-9- Capacity Mowed 92 66 5O 50 U -Q F G Q -I lanua-1 age 1) sh u -be use hthen-dam g-�- -o m r pipes. 45 2° r`.1 e e st ml n nrykaRe 0 ao.✓ 3 d 9 h rt N.Vvm ll 1 ---'tier, o aa° s han4acted to d e to " Worcr C`' e Ctaf a ies are p -P-7 -l: _ far "sf p4li% r ightc-,n5--" lo 7a-hem a j r; knee s _ {eHm must be e --GoP - - -- d-eltt Utin. a e a - i r— moo"' eiik 9� a� a 9 Q e if \ 9 - a 't 61 - o B t an �i �``� n i ro �; o. a.. &e not h js op, than g': - e yCarr • rlanpflaQ, pled flew from e to the sv&tom°`- ' - ss than 5- c9 s marethse4hea t �.�r b-0 req u rsrn- �to-thefree be ds r- d o ey1.33 to d-0 � � u ce^ -free-bears o s s i-ae-a-Ra--a " -n e reepeyst 0 Ft"n �° 8 ��., �rw� e �' �`p�� 1 d �✓`°A �`_1—�T°^� �' ��`�a e o a Yid u >✓J ! Eau ' 8 tl �sx a� A F S ‘,4 s 'kw? 0 u° Q400t mini as —fr an— r' n 7 �A &co n -e 91- t c et' &h l -a d-FFs-h es - w-4 4s ch - i H- e -m a- - 1 ce4t - n sl- p -4h t are c e an--- - I V. A A 4 n e-nt of F u- sar ks c° - n t sewer p+ 8 s ,�s-��-,t,°"� �,r fie n -670-7 rs-s--bl-or uuse---kc a r a €tin ae w -a eS�„va e types 0 n 6 arUZIm � b l [c d �x,.�n� F ��t�� 2d' �. X3.9 ! '�sG 9 ��t�' asp 2. Culvert -sr -should be dssigneao the following maximum headwater to -d 9ptha requirements: 0 Maximum HIW/D Less than 36 inches 36 inches to 60 inches Larger than 60 enc 84 inches to less than 120 inches 120 inches or larger 2.0 4-70 46 A. _ n �dte-B P. an# e§ 1. _ 2 �3 Q4c that ar if is -r- t", of--weg that is routilnelic a _ t t a, a�u d y owed i n- o - -' s b a �° Fld��^-e S nr ll A Via' ' r� -� d�rf r r nia Vi 6� -d— � n[ 5 -- � 6 s� .m h a 'o flan f R P r de toped s+ ea d rte. 'asoP ch d�taind- u a the Piss ru n -r ---f the I -rotj G-yaa wa--n-- J R B �a � � � .� r P _ Q ��1 � r f --ra e ' he °� _ h a ' � e''� �� -��i ! R `� � .mil ��G t G a"d d ��/ �-G �,s �" d psi c 9 - -ed-s-i-� - h a 2.0 %-"4 m psni - -' - - The --p n-. fG- prep r s k�{ d a f ! �ci G rcd ° Q. rrnGkFde volume Teri .r 6-5LI B ll , °r C sr G e� Q 9 P r tar qua tilt y c a 're -v -o e 5-�' f eL a s a —pe —e the pend-va l u e . 3- - - r ll-91, = a. _ 6 -p-�--�!'� 1 -r a 3` eaa 01 �. , R u- brd-aiw' uo e ham' ite. must be - in —mum of--A---foodt-a-be4A-9 the detenti ea B p aS a! aud4 G ete ono- rm4aan i r- �, _ e.x — t the 8 a i-r wt-er a eT eva -o-n in the • There � 1 � � kar--gin— L ' . k4J •• c0 r role; , a -th we4 i- *y Gar -"d m —ea' -� , ��' a59°d--p . 'ut �� B =GS —F - z -a -Pry -dare ne-d-to :ease-ar -mere than -the 1 h u r,-ye-�rja- �- ii�V �!ii�-�U�-1�9 J�r, ar-'9��`� '�,w� i ��t�-�-,� a. �� n a �. c�� a=� l= e t ]r°'G a o tom - 'T" v tl ^•�p,, &'°,t v4su , u„ 'o'y fl�tl- 3 t¢ i f awe R ri ° E� f tff �n U o ��` :,Q F—� r — 1� "= i—f�—� G� — u a �—� i T�—�—--d �_ � 4vyp�u_�� , o �J R- -! a�'{- = ,�-- a - -e- &ut f '- s - .44 8 a Q d d H a fr �,o d ',aid e'.�'- l» - 41 b 8 14�i of i P 61 G Lss" a e S E �. a 'poi c ' L �+ �J' 4 6, � i G 4v �.s 9 a �i '�.3 cab. m" b a-- a- a� o J- o't � r tr h e s� 4 �-a a vd,7 � � � art ash ern manhole o e a n _ en + re‘ria_anun a �,� a - e dam, . a at," �� gg pp ! k a`L, t o b c�a�u aka aP r + d ow -RS -tie -am t frea-c-h-clatenton pond e- o r enc -� a- way - -a _ e of co -z y-ne e G^ a f f 30`_y`Lr"ar rd 6 a m&r e rri k s -a-lia - 9 ho v.me �- - rte' 4 n t o to-�9 e-ee nt$-oon - T he -A `n� �j %A -Mai 6 6 Ts E U� w9 2 1�.+'a d B G of �. u �— )(rove , � h °� 0 t, &^ fi 'x`� "yr _ d" s @ s A� a" 9 eva n - T- f-feW out of `e e a rg sn � - ww • —v � � . 6 u 2 s ll y ir-r-11-wa--h- effsa j s e -eon-p „--'a=te -. I n a F.` —t r r e _ ,s emerge ne from sate. 1: Ha c e o o s a o �u-r e, byep t- e -f ro rr the e -m- r -snyp 4 -W -v a -y ecniaaf r e 1 -toe - p 4e-pe an-el--eag- - 'd a - 6 ie�'cd•�i of �S� s'h`e'a�-e ah' n mus-t-b sized -at t tsr a- fe -:gaeaue 0 In Fro ae 'Is)" %T wtdigof - a r r e - l m -a pubd a kfacpFI �— 'fir a R fl �i' `c. a ?�✓ ...,. 5e (-reads, p shes �°�Rkk, 34e ,Y e and t'�+.,4endd..�,_ncr`a B �' d Y-�c.� a � o� t6 k a e� a � , � , R-9�� o n„,d E r%"�� into^� , �� e raj c , �a r� _, rra p� �e'i69� o`a 'ii : —o '�.s ac s -9d e� a o au r ; - u • -r'Re -I-�h o r- =—cuter: w 47 .nil dn�rrnf avbea- -cg s-req u 9 d -o 1-Mta - e a4n c _be eo k-nto the top of the em- a-, aadcas a aasso a a _ �dr-h- -d sign rsvid v-ePe fh-a4-h- -less t u n- -1—ours. A t"u`t'e"e J ,ll nc ttha- doe nst-d ra h cause injury —to _ water riot, t 2d Re n t:- -n=4- - - t Ees-a &a . � y �°-gin �por P U"� -u-s -b r ,� g-ne4 co _-�t 3�.n 15 t o ��e tom. Lam' m• J �. 0 9 �o'E"@�i' �"''� �d 2�' 0 '2d! hd' R,pi d a �D' irS'9E 9 B 9 'boa �6 9 7 8 ''� ��d 6 e Qe4' n s, or is- vi, " n--G-.1--tie or Federal aye -w mail net n al -11- ekin 'd Count with -au -Ma ae4Essuanee of- •-- .nee. .may _ �j gen e r t _ y• i -'.br 2 d e 2°,�� =hour , TaCs'ac.. .,,....... �. t a ac%.aiea,r,3 ` st n � fa/at-of-freeboards Y. 57. II�a e '-JIB I14O'—'u ncArn d-: e g o -G\t-s p"i-P `� o o�a`�n .5f -show anCI-la d —d � � N a —h '_3`�. a `4� �+• n.'a a o 'J"av"a r4 a sae drULOT. • lc) 8 n, �� a „,1‘,.# d e p1/4"-Irbst re—pert—L0or ras -sn-c e s. The-J.p"i-1 wa s s !- ° r �-' a -e-n - - - gh- "h -�'--bo t em- 1 re -1'1i nt; nn- 1 u a Q.u 0 cl, 9 F9 tl 0 Obr t 9at-dr@s h3 9 9e+ �4 r/d� i 9 r 1 aban 72 �7 i� ��'CrL7 B U cause Inj-a P ct F!i tec d t is tl pp n`°aa ttire-nn' '& L 1- - e -s than -7 -2 -hour -s, rDare a te --- � �i �-p ti�r� f aP r � f ciliti eds to S --s I ed to n sa t Ca" 0 40 t AMY 0..9' e 0..,s nor i-a v e 6 l 0 e °' c_ 'nr d aSEI c '6 �J U ".1 0 � '�v aa/d U 5 0 " --n ss -F-y to install s -a < Lbales r p p; rro ion control -legs, e� u �k�. o �a s� • n r� a rr corn -0! ' a 0 0 e e : 1 .� ' �, ° D r�r, �,3 �� . E d—�� 'L -d '. ",3 '�✓U 'V 16 �i d cm'J &.+' a� Q� !� a 1 6,.4 cur until the —reseeded --vegetation best M 0nag - t ces sho-u - ssdT A. \A —Pal —d —aunt a a l eWume 3)-We4 are a Q `tsd n4P4orial_.h]9v e as as o a a a a 4o _ a 412 0 0 a hes seed -m-6 F iano- d ao Re eg � o a p C )L , _ h ,� �Fd 61 I Fac 2 s Ch — e '- =:, ' ' nua4 B of e that ended. e e seed rn-ix-e can be fo Works W site, � -Management Seclion. If noxious after wrrfr l ccornn e+ed to cn'. ��. ° 4h�e•J ez # a a 0 tl¢ J corn :i a a 9 `v.6 6 6 ed' 6d' �'6 61 �/ �� 0 6.a re an chapter of ?d -e -U Sea 23r A. _ e, o aa tea- '°c,.[�`tea ��; n40 a SteaWkicatWqUa . A-viater-- s , a^ x.12 „-the We 1 l -E e _Ltd o ns Afield +c a u aly o d �* J a d O ." a �J 'W.4' '�d' �1 a 9 L �� t -p-s°r-�- ad -to -be tale U ° -se Inng, and tbn Cra n fl� P Loth- 9 �-- -n-r- a� e s raw is inied to improve water quality from th , i-m act - 0484 water gall -P feature can � � on n low soot the � -per° yp ��',tl,�R ,� V� v ° t water � � fn'i �� `�„ ,,r��,�,,"+�,� � ��'� '� �i�'a ,��.!��_.�' �-�.��, pg � �, '�' �, � �vp��,,y,�a�q,�,,��y site f`�h c u r re a 0 Pa tl '(} � 9 s e a Coin' 0 '� e b�`•1. c a v a t e '�r. ''cf8 r ° n. ' a uy':s A� 9 6n P d 'c9 `Os� a l� a/' 9 b` '�"� —ua ba4' 7� �a s i t Thi-s e- ess aon a- -- M - I -s --t- ti ��J— - " .. n° —r" - ff f � hem& e to i ems, , ° i ? , 9 [ , P /1 9_� '�� ° 1 5 'u Ra u • °mil ' flO d `� ?� � j f'o "� E f/ a� � 6"+S 3 �„n '�,d `jai � 4a�d �+p-"_.��+' �"8"G a.; �-a 9� u`�'u'I �� 4 '� ;:a�Y—lf� 1--�"�lf��,�"'v�'�� ii '• u @. �* ate+' a L �cl�✓ ��.'� tie m water -ways. An — c epic — � n 4`ean - 1�; a i � , � - Mnag • y aor a ateF �' , �� °-▪ gs r `� °`-d - `-Ir k uaF• _`✓1�V`a� eesdtias,� �aet� a a'lv� < 48 Ain i-21-fl les-st managetE numLy e t- na Q.5 fl e 2S • 2 ES❑ [; �. '+�' Ca.''Lw uILnkt ER eo 'r ct ni g G' B n. r �C•'^tl a S� ' � 6 ' !� r u i. a �s.9`ta rng r i d C tl A. � � � � r� e4-ou -� a rl o� �6 �. u d c3" a � , � L 1 a ]d � Y _ Ld r I g h � v� d'��a � l -1I S�� a b` i a c i '67 d� ;� L �` �`�''�S' OUR . The w rs -ohs culverts are res p on b fo`r - -e r -m -a �� t`9-�2 - � � -v s that are o art _ of a s u ao l are k-�� r° s aseto're��ana .` -. su ' 'ems- _ its h —e i . -1}-nom a� G� — f - - jp a it manten a nce 4- - , or `a� ®-- ,1 -as th-- - ,s -°won to I anu-a-� `F-- t - � � "� 8c a na ` i- j tS of ra st ref c.4 ►mil!- rn-u --1 • incluare-d-NA-434h-e-fi-Ral-d II kow C. pro dk-y-- ne- e o, not Weid earth cd-kcd s. basi a - - ` s re coiler-; n-'ge sna'�-e�`, an l opera -4' ns and maintenanise r evetope and as-n+.doY atf 01-9-40r ane. @,4 a D. recflre 4 hat a , sub r ntu d -� $ n� ccoltaNci -t4 -s-a d-rnaer m a u -o - ti's! an g �g. d e- 6on� Fce Pa -u-aI-a- ®� 9 3 � le h a meo �n rs ° �.;� to A a�J q� d+'1v mod! tl �E iav wn ar u o e Qa: �.A 4. ass flt i s n' o -c' e u a v a e n49 mm ndS @°- T -h -e--- - rna--u°s °nstruc ' o -n �n ce e � �� - �- e - e � � - i U B 3 9 a� A a �' �o ! 3 s 'Q� �a tl 8 a �c s a S b e s�el�f ,� �r o a� 4 Q i �� u �"'3�`el'�ia o � o.,a �� u d m G `"+mt �tl a a ed aed tldi of it AE a S %.,1 u e� a a ..a f rr L r�, r, n in I- r, o, d oas`p ' a fn a s �a°teaa� � a , aan Lt. f v o %.;d7 —c.7 trU SE4`x. aiV 1 U PS . ske—X—eMit-C4- ter, The Ct9\Ai i flg4-� -l`- �- procedures �, F u r* h i 4, _. skew add a � o n ate xe a a a '� o mod'"-.. a a o a.. a o �c,.s Sa �r8�a a"J aG �s o a o '+ey �� a� a �F� add !.9 a o b �r1 ,ra °ThlirGliHtsnate-GHP 1401-91-2-2 1-241 ste-rn c A. _ yY7 e e P d r rid 0 u Rd k-_-�'' a u d. ti li J"u s t . darr 4 -ow -- de o st o a 3 9 onn n—sn`n oc@ enta9on. vS a -�erflbl- e h- "s m e ` 64 seY e I1 -dam <1os° ow U' onC 6 F - --a7 a �'d 0 II '�* taiEgo r' tI u- ect beto i s-4nt- ed -to be u sS W —h n 'm re i s 9 `yes' ` e s t. a Wa1N 0 a a Nee r 't a s 'sue 0 G, Od-V�S'j-� '�f II A 4e' a 9 /% 4 U tl at meet the r�" e S!;I" d r.. a _, f'm4 _r a§.+ e 7f" rr� r -A o ,, @ a Q,3 Ali g y� f�' ° 4Li i r A.r. .�-.-f.'J�, -f fc!t ! r.. � �- "0'r I : -�" :ii Li .9"-c\ a E—� � a c c �a o t i� l F� rely 7D 3-; `_ y if a r �s . � ca a a k a.�u e u %a CO Craft Ce B * � c P �� Re u wit! r - -wee, ! �� ' gg�� ,Qtr cte r � b v a 6 -C . d�3"Y` �3e �6 a d •� °� g,p r �a �'e a��B"ate bnnj��' �' % c �& a ° �5 V II u `4 ,l B B `�J'�v °�1 �? e tr l �r4 �Jn i a �6 re i� � c u E ii � + u u 6� i `� ��r's' Fra q p r °� r 1 A r v �d rr'�a ° a'(� n T 44 "� 6 b e e u a'' a r�A a �a y the �e a' a e,� a cs d �3`tl� -r ang of t h —var 49 C 2• -FPhts__ f -w y and/or of i e pro- -- ti �a � �� E � d A ug�- 4s pr;rer aa as a 2�Lan errs ,o,r ana! �aaBaser 3ate'a s dY ,maw u fr C� it e m tom`` the -Fe 3f Jr'° r rna \Plata e r ru u a es k s .o m 11 ,�qin m y da 1 s7� u u a. a.s e a u `bo L= ca 2 It.) a `e '" a a 1 --tie a - ` -L — " `�"�' — �' � a s --a ni �' d�r - a a� F;.a u� u �dA a �e aa�+ a a. m. t ue sole . c Bo a r.-Aj-a .�,lpt, r r ,,.+q dam.°. I' ��o} rJ' �" 1a •hd ��b n Y �d3- re 'kip o 7 o a 0 s -e 0 B aR` = e-'rsq nest - sec�n era and -gin ! Em 3 '4r" 4d a 4 e 8 ''tz9 'Octet , Lai --b� >.9* e a ' 0 ] 0 c% fl> e e 'bd T h tanticp nR0 F n 9i" r r ® 9 f t a `� v �lr�' ( 1 V�aa , �y °� aj s a��u e e t as a J a Ircaa, may ' - J esr _LA rf _ 5�/a 'ef: '+ A, -� ti Uafl e Lti r .h' o"`u �! ar-ol-er to be g -a r� �• Vii. a�"v F h" 9 3�1 � 4�� @ a � P �i of *u •k �6t `j• 0 w� pest � a b o te' �. as u o a s a.�•1 a ,• �i y a 4 a i aknea"_ p�� ' a ss a s — '"s a ' a �. o s a� Win '�"9a,saa c e ate` questy'a as u8 bps o r h /k, _ v de -R e> Ps a.. c�7�� s orib e ta e -'p ropo& d—aWe r a a t y e a intent of the -Wegeel-nt- - Coda it t:' `%chi r, t3, 4. p-e-er-g rationale which _p oocts-the J. Dg J � a )�'t t">i ,�7 iii �.� G `°\ 'd 1 r`0 , A �9 � 3" 9 '°" �/'sl �r� � � � � 9 ' rte,; � i � q a 1 h '1t b I a3� �a Lo rre aaa uce she u t"yarav' - iu s.-`019,, an *`� 3n`a hY�dto a r3) -F eta GI 5D 1 �.faa�. g r° �l_r t �, "`' r p 1 en, c' o' d t 1" & ti a" j U . e;0-ds� at �A are -� � � � a -�� , the 'co) • aAn-a-e- • nap 9 e0.9a 7�✓3�p,. o -Ut _cons r ai-n-ts - e es as a -r Qf the p a ck are -not nrepa tea' a>> �}" u ed., e a a.) 3 s nit P d yi d j r e s e - bak%Ns n —s Eiii P. Var u a nc e s 3 e q br a ' e-4 -f o- -m a'�11�J"' a s `a �' S s �1 ,4's —i'd t a - h —C-s "f`i-'9- m a 7n t iof 'h -a a"`b e 0 0 °er o -e 50 CHAPTER 8 — Public Works ARTICLE XI `';L -L14- Storm Drainage Criteria Division 1 - General Provisions Sec. -10.2342 - Intent A. The intent of the Weld County Storm Drainage Criteria is to provide minimum standards to preserve and protect the public health, safety and general welfare in the unincorporated lands of the County, pursuant to authority granted by Part 4 of Article 15 of Title 30, and Article 35 of Title 30, C.R.S. B. Adequate drainage stormwater management is necessary to preserve and promote the health, safety, general welfare, and economic well beingwell- being of the County. Drainage is a regional issue involving multiple governmental jurisdictions and affecting all property parcels. This makes it especially critical for drainage systems and programs to address both public and private needs. The County should be directly involved to provide coordination and master planning for area -wide drainage facilities. C. Drainage plans should adhere to generally accepted engineering principles and practices and should shall conform to applicable laws and regulations. Development shall consider the features and functions of the existing drainage system. D. Application of these policies is supported by technical drainage criteria and data. When designed and implemented in a comprehensive manner, drainage facilities can be provided in a manner that will avoid water -related damage to infrastructure, maintain or improve water quality, and enhance the health, safety, and general welfare of the County. F sr the purpose of this article, the following terms, phrases, and words and their derivations shall have the meanings given Therein: Control Measures ( ormerly Best Management Practices/BMPs) : for the purposes of this Article, temporary or permanent erosion and sediment control methods that have 3een determine. (according to EPA gi - idance) to be the most effective, practical means of preventing or reducing_pollution from nonpoint sources. For the purposes of this Article, control measures address prevention of water pollution and cntroi of dust from construction sites. 2019-2183 Page 1 ARTICLE XI Storm Drainage Criteria 052819 (003,ARTICLE_Xi— tocm=-Drainage_Gr eri-a June 10, 2019 Detention pond: A flood control feature designed to tem_Dorarily store runoff and reduce peak flows. etention ponds return water to the watershed through an outlet designed to release at a specified rate. Municipal Separate Storm Sewer System (M54): An area defined by the Federal Environmental Protection Agency (I -PA) in 40 CFR 122 as defined in Chapter 8, Article IX of this code. Non -Urbanizing: An area farther than '/4 mile from municipal boundaries, as amended. Retention pond/Retention facility: A flood control feature designed to temporarily store runoff and reduce peak flows. Retention ponds return water to the watershed through infiltration into the ground. Urbanizing: An area within 'A mile from municipal boundaries, as amended. Sec.-1lan3Q23 �. - Adoption of storm drainage standards. A. The Urban Drainage and Flood Control District's "Urban Storm Drainage Criteria Manual," (UDFCD Manual) consisting of Volume 1, Volume 2, and Volume 3, as currently published or hereafter amended, is hereby adopted by reference, with the amendments and additions which are set forth herein. All references to "District" or "The District" within the UDFCD Manual shall be replaced with "Weld County". The provisions of this Article shall be known as the "Weld County Storm Drainage Criteria." All facilities for storm water management on properties located within the unincorporated lands of the County, whether public or private, shall be designed and constructed in accordance with such criteria, unless a master drainage plan specific to the area of the site has been approved by the County. The Weld County Storm Drainage Criteria shall be available on the Weld County Planning Public Works Department's Website. B. The criteria and procedures contained in this Article XII article are intended to supplement the UDFCD Manual in ways specific to Weld County. In the case of a conflict between the UDFCD Manual and the supplemental criteria and procedures in this articlei , such supplemental criteria and procedures shall take precedence over the L1JFCD Manual. Sec. 84 - Drainage policy. I Page 2 ARTICLE XI Storm Drainage Criteria 052819 (003)ARTICLE-XI St-erm_Drain-age_Cr4teria June 10, 2019 A. e$ Weld County -shad-Poe to pursues a jurisdictionally unified drainage effort to assure an integrated drainage system and to cooperate with other regional and local planning agencies on drainage matters. B. For new development, County is to prohibit un-detained discharges to roadside ditches located in the County right-of-way are proh i b i ted-=- lass ge°a e-by-a--vai 4 a:rt e. C. Except as set forth below, the P_, -icy° , Weld County shall be to requires regional and/or on -site detention for all future developments. Temporary or interim detention/retention may be required if the downstream regional facilities have not yet been constructed per the applicable master plan for that location. Stormwater retention facilities are normally not allowed in Weld County -but will be considered for special circumstances through the variance process as defined in this article. D. The Policy of Weld County 4s -149s -requires detention of runoff from the 1 -hour, 100 -year, storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 5 -year storm falling on the undeveloped site for URBANIZING urbanizing areas and the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site for N ON- �AN'{-. €non -urbanizing areas. Historic is defined as an undeveloped site with a 2.0% imperviousness. If arithe urbanizing jurisdiction has adopted a different historic runoff rate than that stated in this subsection, then the most restrictive runoff rate shall apply. E. Public Works shall review and approve new development in accordance with the storm drainage criteria of this article. Weld County will not accept any detention or retention pond that does not drain in accordance with state and federal law or causes injury to water rights. I I I Upon evaluation, improvements may be necessary to downstream capacity. F G. Tr-�°i ation ditches shall not be used as utfall points for stormwater runoff rn Uses by Special Review, Site Plan Reviews, subdivisions, or Planned Unit evelopments, unless such use is approved in writing by the ditch owner(s). Water a uality treatment nay be required. II. An as -built survey of stormwater facilities shall be provided if recuested by Public Works. 1. Exe-eptiens-e Exceptions to stormwater detention shall not jeopardize the public health, safety, and welfare of public and private property. No stormwater detention will be required for sites that meet any of the following conditions. Page 3 ARTICLE XI Storm Drainage Criteria 052819 (003)ARTICLE_XI Storm_Dra+nage_Criter-ia June 10, 2019 Recuirements of the Municipal Separate Storm Sewer System (MS4) areas remaen applicable. Public Works will confirm if the develo.rnent qualifies for an exception based upon the information provided by the applicant. Exceptions shall be supported with an approved drainage narrative, which must describe at a minimum: ny existing and roposed improvements to the property. i-st aThe exception the-wn-beiew is being requested for consideration. Where the water originates if it flows onto the property from an offsite source. • Where the waterit flows as it leaves the property. • The direction of flow across the property. If theratei3Previous drainage problems with the property, if any. The location of any irri ation facilities ad acent to or ear the property. Any additional information pertinent to the developments Exceptions to the stormwater detention shall be limited to the following uses: -o = e tent4on wj s be re -q fe44e*4ag cond-iew Saver��-e 1f& a a s that- ee- n -o he Storm Use by Right or Accessory Use in the A (Agricultural) Zone District. b2) Zoning Permits ► or accessory storage, commercial vehicles, home occupations., or manufactured homes in the A (Agricultural) Zone District. e3) A second dwelling permit in the A (Agricultural) Zone District. 44) Towers including, but not limited to, eeid winds and telecommunication towers. BA Pipelines or transmission lines, excluding laydown yardsmetering sites substations, and any other above ground appurtenances. 16) Gravel pits if the stormwater drains into the gravel pit. Releases from the site shall comply with the Weld County Storm Drainage Criteria, including dewatering. Topographical information shall be providece Page 4 ARTICLE XI Storm Drainage Criteria 052819 (003)ART-I-C- XI Sty_D ai ge_Criteria June 10, 2019 -cs-7) Residential developments where all the following conditions exist. This exce tion shall be supported by calculations signed and stamped by a Colorado Licensed Professional Engineen a) Nine (9) lots or fewer. b) The average lot size is equal to, or greater than, three (3) acres per lot. c) Downstream roadway criteria are not exceeded. d) The total post -development imperviousness for the rural residential development does not exceed ten percent (10%), assuming that all internal roads and driveways are paved, or will eventually be paved. 8) Development of sites where the change of use does not increase the imperviousness of the site. 9) UP than, s -term -event. • 91 0)N4J-R-f-IWPd-GN on -Urbanizing -areas where the total pre-existing and post development impervious area producesproject stormwater runoff of less than, or equal to, *5 cfs for the 1 -hour, 100 -year, storm event. This exception shall be supported by calculations signed and stamped by a Colorado ' ,icensed Professional Engineer. 1Q' -)Parcels with total area less than, or equal to, a 1.0 gross acre. 112,)An_ parcel with an unobstructed flow path and no other parcel(s) between the Federal Emergency Management Administration (FEMA) regulatory floodplain channel and the project. 12�)A parcel greater than 1 gross acre and less than, or equal to, 5 gross acres in size is allowed a onetime exception for a new 2,00-430-0 sq. ft. building or equivalent imperviousness. 13-:-)A parcel greater than 5 gross acres in size is allowed a onetime exception for a new 4,SOO-2iQ00 sq. ft. building or equivalent imperviousness. 144) Concentrated Animal Feeding Operation (CAFO), Animal Feeding Operations (AFO) and Housed Commercial Swine Feeding Operation (HCSFO) which are covered and approved by the Colorado Discharge Permit System (CDPS) regulations. Portions of the site not included or I Page 5 ARTICLE Xl Storm Drainage Criteria 052819 1003)ARTS-+GLE_XISto-rm_Drainage_Criteria June 10, 2019 covered by the CDPS permit, shall comply with the Weld County Storm Drainage d- - -itsCriteria. 16) Approved by a variance. Sec. 23 12 408-11-50. - Rainfall. The designer shall use the most appropriate and best available data for the project area in determining the rainfall quantities. The applicant shall utilize local rainfall data from the National Oceanic and Atmospheric Administration (NOAA) unless otherwise approved by Public Works. The use of synthetic hydrographs is not permitted. Sec. 23-12 508-11-60. - Runoff. A. The Rational Method should not be used to determine runoff for basins larger than 160 acres. In areas located in the southwest portion of Weld County-amd1 where areas are larger than 160 acres that have drainage characteristics similar to an urban area, the Colorado Urban Hydrograph Procedure (CUIHIP) is an acceptable model for determining runoff amounts. The CUHP model can be used for basins from 0 to 3,000 acres. The parameter adjustments provided in the runoff chapter of the UDFCD Manual (Volume 1) should be used when dealing with basins that are larger than 160 acres. B. The CUHIP model is not applicable in non -urban areas, including those areas in Weld County that are outside of the Denver Metropolitan area. Public Works may accept other methodologies as deemed appropriate by the design engineer. The U.S. Army Corps of Engineers (USAGE) HEC HMS model is more applicable for mixed suburban agricultural areas. The HEC HMS model can be used on watersheds and drainage basins larger than 160 acres provided the modeling follows the parameters in the HEC ILVIS User's Manual, the HEC HMS Technical Reference Manual, and the HEC HMS Application's Guide. C. Weld County in its discretion may accept other methodologies as deemed appropriate by the design engineer. Sec. 23 12 608-11-70. - Street drainage for Uttse by Sspecial Review, Ceommercial, Industrial, P Manned �1-=:snit �� D evelopment and �-_pesidential aSsubdivisionss A. Design Depth Criteria. The primary design objective is to keep the encroachment of stormwater on the street or road below an acceptable limit for a given flood return period. When stormwater collects on a street and flows down a gutter or swale, the stormwater Page 6 ARTICLE XI Storm Drainage Criteria 052819 (003)ARTIC-LE_XI Storm_Drainage_Criteria June 10, 2019 encroaches into the roadway. If left unchecked, the encroachment will hinder traffic flow and may become hazardous. The maximum encroachment depth is o-utIi-ne-d-in the table belia-wi over the crown is 6" during the 10 -year storm and 18" during the 100 -year storm. County Highways and arterial roadways overtoppin shall be determined by the Public Works Director or Designee. ead-Encreachmer Road Local r Collector !Arterial Minor e Design Storm Max Encroachment Major Design Storm 18" th ent 6-' 'n r 100 yr 100 yr 18" 100 yr 18" B. Inlets. 1. The design guidelines provided in the streets/inlets/storm sewers chapter of the UDFCD Manual (Volume 1) should be used when designing stormwater inlets. The standard inlets permitted for use in Weld County streets/roads are shown in the following table: Inlet type permitted (CDOT Types) osetArymornaann Curb opening inlet Type R Grated inlet Type C Grated inlet Type 13 All street types with 6 -inch vertical curb All streets with a roadside ditch or swale Combination inlet Type 13 1 Alley or private drives with a valley gutter All street types with 6 -inch vertical curb 2. In order to account for factors, which decrease the capacity of the inlets such as debris plugging, pavement overlaying, and variations in design assumptions the theoretical capacity calculated for inlets is to Page 7 ARTICLE XI Storm Drainage Criteria 052819 (003)ARTICLE_XI Storm_Drainage Qr-1teria June 10, 2019 be reduced by the factors presented in the following table for standard inlets in Weld County. 1 Condition Inlet Type Percent of Theoretical Capacity Allowed Sump or continuous grade CDOT Type R 5 ft length 88 10 ft length 92 15 ft Length 95 Continuous grade Combination Type 13 66 I :sump Grated Type C Grated Type 13 Combination Type 13 50 50 65 C. Pipes. 1. The design guidelines provided in the streets/inlets/storm sewers chapter of the UDFCD Manual (Volume 1) should be used when designing stormwater pipes. 2. The applicant shall contact the Department of Public Works should be enctto determine which types of storm sewer pipes are permissible for use in public rights -of -way or public drainage easements. Sec. ��T8-Il1-8( - Major drainage. A. Design Flows. The major drainage system must be able to convey the fully developed flow from a watershed for the 1 -hour, 100 -year event without significant damage to the system. Page 8 ARTICLE XI Storm Drainage Criteria 052819 (003)A -F TICS XI S-torm_Drainage_Criterie June 10, 2019 Sec, Open Channel Design Principles. 1. Grass -lined open channels conveying less than 50 cfs may reduce the minimum 1.0 -foot freeboard requirement to the freeboard required to convey 1.33 times the 100 -year design flow. The reduced freeboard may only occur if a 1.0 -foot minimum freeboard is not physically possible and a variance request is submitted. 2. Maximum side slopes may be as steep as 3H:1 V. If slopes are greater than 4H:1 VHowever, the design engineer should address how the channels will be safely maintained-s-i--� �` • .: - : - . - - � -. s- -that-ape greaten---41M: 1 V. a' <4-t tiCif Culverts in public right-of-way. A. Sizing. 1. The applicant shad contact the Department of Public Works �l---h contacted to determine which types of storm sewer pipes are permissible for use in public rights -of -way or public drainage easements. 2. Culverts she-Lel-shalbe designed to the following maximum headwater to depth HW/D requirements. Range of Diameter or Height or Rise, Inches Less than 36 inches Maximum HW/D 2.0 36 inches to 60 inches Larger than 60 inches but less than 84 inches 84 inches to less than 120 inches 120 inches or larger 1.7 ;1.5 1.2 1.0 B. Materials. Culverts that are to be installed in a public right-of-way that is routinely burned must be made of either concrete or metal. Plastic pipes will not be allowed in public rights -of -way that are subject to weed burning. I Page 9 ARTICLE Xi Storm Drainage Criteria 052819 (003)AR-=ICL =XI- St-o-rm_Drain-age_Criteria June 10, 2019 SAC SA 1400. a Storage® A. Detention Criteria. 1. Detention ponds shall be sized to store the stormwater runoff generated by the 1 -hour, 100 -year storm falling on the developed site and release of the detained water at the historic runoff rate of the 1 -hour, 5 -year storm falling on the undeveloped site for URBANI-ZISGurbanizing areas and the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped site for NON L RBn\ I7,IN Gnon-urbanizing areas. Historic is defined as an undeveloped site with a 2.0% imperviousness. 2. The detention pond must include volume for the water quality capture volume. Water quality capture volume may be included as a portion of the total 100 -year detention pond volume. The water quality capture volume is tbe drained over 40 hours. 3. Off -site flows can be routed as follows: a. Over the spillway; or b. Routed around the site. 4. The elevation of the top of the detention pond embankment, except at the spillway, must be a minimum of 1 -foot above the 100 -year water surface elevation in the detention pond. 5. e -rte more s, for :frel-s, Outlet works should be sized and structurally designed to release at no more than the 1 -hour, 5 -year historic release rate in urbanizing areas and 1 -hour, 10 -year historic release rate in NON �A-N�.iGnon- urbanizing areas without structural or hydraulic failure. Historic is defined as an undeveloped site with a 2.0% imperviousness. The outlet pipe must contain a minimum of two concrete cutoff walls embedded a minimum of 18 inches into undisturbed earthen soil. The cutoff walls must be a minimum of 8 inches thick. The outlet pipe bedding material must consist of native earthen soil, not granular bedding material, to at least the first downstream manhole or daylight point. 6. Each detention pond shall contain an emergency spillway capable of conveying the peak 100 -year storm discharge draining into the detention pond. The invert of the emergency spillway must be equal to, or above, the 100 -year water surface elevation. The depth of flow out of the emergency spillway shall be less than 6 inches. The spillway must have Page 10 ARTICLE XI Storm Drainage Criteria 052819 ;003;ARTICLE_XI Stocm_Drainage_Criteria June 10, 2019 effective erosion protection. In order to protect the emergency spillway from catastrophic erosion failure, buried riprap shall be placed from the emergency spillway downhill to the embankment toe of slope and covered with 6 inches of topsoil. The riprap must be sized at the time of final engineering design. Grouting of the riprap may be required. 7. In order to prevent damage to publicly -owned infrastructure (roads, roadside ditches), a concrete cutoff wall 8 inches thick, 3 feet deep, and extending a minimum of 5 feet into the embankment on each side of the emergency spillway opening, is required on all privately -maintained detention ponds and required on all regional detention ponds. The concrete cutoff wall permanently defines the emergency spillway opening. The emergency spillway elevation must be tied back into the top of the embankment using a maximum slope of 4:1. 8. The design of the detention facility must provide evidence that the pond will drain a ss than 72 Isoufsin accordance with state law. A detention pond that-dee ;„ i-n ess Elan 7-2 hours, can cause injury to water rights; or is in violation of State or Federal law will not be accepted. 9. Simplified equations are not to be used to calculate the required volume of a detention pond. B. Retention Criteria. 1. Retention facilities are not allowed in Weld County without the issuance of a variance. 2. Retention facilities must be designed to contain 1.5 times the volume of the runoff generated by the 24 -hour, 100 -year storm, plus 1 foot of freeboard. 3. The design of the retention facility must include an emergency spillway and must show that a spill will not adversely impact downstream properties or residences. The spillway must be designed in accordance with the detention pond spillway requirements. 4. The design of the retention facility must provide evidence that the pond will drain through the bottom (sides slopes cannot be used in calculation) in less -than 72 hoursaccordance with state law. A retention pond that dee-s-net4Faircin-less than 72 houfsy.can cause injury to water rights or is in violation of state or federal law will not be accepted. C. Erosion Protection Design Criteria. Erosion protection for storage facilities needs to be designed to ensure that the sediment does not leave the site or I Page 11 ARTICLE XI Storm Drainage Criteria 052819 (003'ARTICLE_X-I - Sttecm_Drainage_Criteri-a June 10, 2019 impact downstream properties. It may be necessary to install straw bales, riprap, erosion control logs, erosion control blankets, etc. on the storage facility side slopes to ensure that erosion does not occur until the reseeded vegetation is established. The Best Management Practice-sControl Measures/BMPs outlined in the UDFCD Manual (Volume 3) should be used. Sec® ,3-l- --� 98m1 1 410. - Revegetation. A. Weld County utilizes the information provided in the Revegetation Chapter of the UDFCD Manual (Volume 2), and the Best Management Practices Chapter of the UDFCD Manual (Volume 3). Weld County has highly recommended seed mixes that are applicable to areas of the County i-ecom-ded. These seed mixes can be found under the Weld County Public Works Website, Weed Management Section. If noxious weeds, as listed in We4e-C—s-uickty-Gede Chapter 15 defined by the State of Colorado, exist on -site, the appropriate steps need toshall be taken before, during, and after work is completed to control their spread. B. Seeding and Planting. In addition to the site preparation guidelines outlined in the revegetation chapter of the UDFCD Manual (Volume 2), if mulching with straw, the straw must be free of seeds and weeds. Sec. 23 12 1108-11-120. - Stormwater quality. A. A water quality feature is intended to improve water quality from the impacts of site development. A water quality feature can be an existing low spot on the property that currently collects water or an excavated area. The size volume required is based upon site size and imperviousness. This depression is intended to allow stormwater runoff from the site to collect and settle out any contaminants prior to flowing offsite to neighboring properties or downstream waterways. B. An accepted methodology for a water quality feature design can be found in the UDFCD Manual, Volume 3, Best Management Practices. Co For regulations pertaining to MS4 areas, refer to Chapter 8, Article X of this code. Sec. 408-11430. Weld County uses the Control Measures/BMPs Be Control Measures. that are outlined in the UDFCD Manual (Volume 3) Best Management Practices. Page 12 ARTICLE XI Storm Drainage Criteria 052819 (003`ARTICLE_XI -Sto—Drainage—Criter-ia June 10, 2019 Sec. 23 12 1308-11-140. - Maintenance. A. Culverts located outside County -maintained road rights -of -way are not maintained by Weld County. The owners of those culverts are responsible for their maintenance. Culverts that are part of a subdivision drainage plan are maintained by the respective homeowner's association. Those culverts should be maintained and cleaned out annually, per the drainage report maintenance plan, or on an as -needed basis to ensure proper drainage of the subdivision. B. To assist drainage pond owners with maintenance, an operations and maintenance manual for detention stormwater facilities and associated infrastructure must shall be developed and included with the final drainage report. The operations manuals will include instructions on safe and correct operations, repair and maintenance of all installed equipment and facilities and recommended inspection schedules. The operations and maintenance manual shall be distributed to any applicable homeowners' association or business park association (or equivalent). C. The property owner/developer, not Weld County, is responsible for site maintenance and revegetation. • O y y • maintenance manual for all water quality and detention pond facilities. The operations and maintenance manuals shall also be distributed to the applicable homeowners' association and/or business park association (or equivalent). The operations manuals will include instructions on safe and correct operations, repair and maintenance of all installed equipment and facilities and recommended inspection schedules. ED. Access must be provided to the drainage facilities for long term maintenance. E. Areas designated for stormwater storage, retention, or detention are not to be used for storage of materials, building, or parking, or modified without approval from the Department of Public Works. Sec. 23-12 1408-11-150. - Enforcement. The enforcement of this Article shall be in accordance with Article X of this Chapter. The County, through its Department of Public `forks or other departments so authorized, may enforce this Article XI through methods described below or through other methods adopted by the Board of County Commissioners. Page 13 ARTICLE XI Storm Drainage Criteria 052819 (003)ARTICLE_XI Storm_Drainage_Criteria June 10, 2019 if it appears to County staff that any property is being or is ,roposcd to be excavated, graded, altered, or used in violation of this Aitic_ e X _ i , the County Attorney, in addition to the other remedies provided by law, ordinance r resolution, may institute an injunction, mandamus, abatement or other a fro jriate action or prceeding to prevent, enjoin, abate or remove such violation. In addition, the County may, without seeking relief from any court, refuse to issue any zoning, building, certificate of occupancy , or oilier County -issued permit until the -property is drought into compliance with the requirements of this Article XL In any case in which the Improvements required by this Article XI are included in an Improvements Agreement Between the properly owner and the County, the County may access and use collateral in accordance with the terms of that agreement for the purpose of ens -ring compliance with this Article XL Sec. 22 1 2 Stormwater drainage criteria variances. The fe-lie-wiag--variance procedure 4 is intended to address cases of hardshipe a4 -add* ten -at clief from the provisions of this article may not be wanted when the hardship is brought about solely through the actions of the appellant No relief may be granted when the result of granting the requested relief is detrimental to the public health, safety, and generaL welfare or when the relief is contrary to the purpose and intent of this article. In granting any variance, the department of Public Works may prescribe appropriate conditions and safeguards in conformity with this article. Violation of such conditions and safeguards, when made a part of the terms under which the variance is granted, shall be deemed a violation of this article. -exceptions to e e--a---1C i -LS-in-Secti o 2 3 A -3----provided ° Fcreq Q en t -s arenrecet. Sitb-sectio - 4 rote l tel-be a lower cast zene, 4o aimbT f v s. feewith- "Fthe t -s a p d engine -spin .fie me cion S -s e-tio B be -bow is i = -n - tb e used- hene�'e detailed ana is an- engines--stppei % is irequirech A. An applicant may Fe meet the .wtae-ex Lions de e-ffs-i-te R es $ L.J '!' i 11 b e �pe-e a c -wog or -his/her de.i thepab14c hee4th-sa a a A grnte 9 the dance re -g e ate---thaaa s a4e-t 9- . e. -� a e forfoil-theirs site e s- e 1 a 0 in- lac is to the site -tea 14a-ni lag will--b-C--ee erect I f4maHeep i-vate-pcepsrty. In ord—e-F Page 14 ARTICLE Xl Storm Drainage Criteria 052819 (003)ARTICLE_XI Storm_Drainage_Criteria June 10, 2019 e J -r t Aeg e ar-e---ne-athire f -hts of w—� Jer of -s'e-impacts., --. --s- orrne _ rut - to the 2 -- e Fn 1l e s r ert a e" ° - e n i r a n 4ysisrha -t orb e- igned `ak ll "�.�'. s e b- - 4ense4—Pk4n4he&at e -o PC e4e 4 if -the , �.1 p l g e ail' Jlt' s - an. b/ 'L ue s t Y s -d B i 1 �J� ofR c l' Cv tsfy a - r� �a-k «' �JJ A +_ 1p -a d o .e e h sc- t -ni-e - _a --in I i -g---dices t of -I s, -ffihem de s igae he app -Pi -ea -at s- e--epp end fe e -w- h- g -s e � e- e - - s �,e4ew or a �a h deft; $heaafd of A4}as me nt — pfl appli I --The variance request shall be stamped and signed by a professional civil engineer licensed to practice in the State of Colorado. Requests will be reviewed by the nt-Tg -Public Works Director or his/her designee. In order to be granted, the variance request must: 1. Describe the design criteria of the Weld County Code of which a variance is being requested. 2. Describe the proposed alternative with engineering rationale which supports the intent of the Weld County Code. 3. Meet the design intent of the Weld County Code, 4. Demonstrate that granting of the variance will still adequately protect public health, safety, and general welfare. 5. Demonstrate there are no adverse impacts, from stormwater runoff, to the public rights -of -way and/or offsite properties as a result of the project. An applicant e-an-iTlay appeal the denial of a variance to the Board of County Comp issioners Auld -s- = ts he -Ds etor V1 afl regal:ding dei4a4-ethe-va4anee-per A t-iete V- --Xlof tb-i-s ehaptecpursuant to the provisions of Section 2-4-10 of this Code. Variance requests, if accepted, are not precedent setting and are based upon specific site constraints. 0 0 e- 0 0 0 DT ----Variances r quilled fe_� 1 r mil-ee---o oj-a c t s t� � e eu 4 ea fletW fk sh-a-1- - -p-pro v e- y---t-1---Geuftt ee I Page 15 ARTICLE XI Storm Drainage Criteria 052819 (003'ARTICLE XI Storm_Dra+nage_Criteri-a June 10, 2019 C WELD COUNTY E D I NAN C E 2 s' 1 -12 I IN THE ATTER ; F REPEALING ND REENACTING, WITH AMENDMENTS, CHAPTER 12 LICENCES . , ` .' `! PE 9TS, OF THE WELD COUNTY CODE BE IT O:'1DAINED WELD, ST ' a•.TE OF CLOR WHE E :,S, the Board of County Commissioners of the County of Weld, State of 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 •ard of County Commissioners, on December 28, 2000, adopted Weld County Code Ordinance 2000-1, enacting a comprehensive Code for the County of Weld, including the codification of all previously adopted ordinances of a general and permanent nature enacted on or before said date of adoption, and HE `.Er 1s.S, the Weld County Code is in need of revision and clarification with regard to procedures, terms, and requirements therein. NOW, THEREFORE, BE IT OED by the Board of County Commissioners of the County of Weld, State of Colorado, that certain existing Chapters of the Weld County Code be, and hereby are, repealed and re-enacted, with amendments, and the various Chapters are revised to read as follows. THE G`OA D OF C U NN'.'TY C MISSIONERS OF THE C aUNTY A CH ,''`TER 84-2 Lassi Elril,.' Add ARTICLE XIII ® - rvedTransport Permits !.J!TflE '��1 ® Transport PernrAts O. Merit of Transport Permit P`"'I ,PU fBUG' WOF:U Weld County strives to keep its roadways and bridges safe and ion a state of good repair and free from unnecessary encumbrances. The Weld Count\L Transport Permit is required for Extra- legal vehicles using Weld County roadways to ensure the operation and movement of Extra -legal Vehicles and Loads occurs in a safe and efficient manner. Weld County Transport Permits issued shall include restrictions or conditions including, but not limited to, establishing routes, enforcing a time of day for travel, and/or requiring Extra -legal Vehicles/Loads to be accompanied by pilot escorts in an effort to protect the health. safety and welfare of the travelin ,public. This polio f shall apply within all unincorporated areas of Weld County as of the effective date of this Article. policy is enacted pursuant to C.R.S. ,„42-4-5' 0 and §42-4-511(2)(a); applicants are responsible for complying with the terms of this area other applicable local, state, and federal laws. Sece 28=13=2 m Purpose. The purpose of this Article is to al ow for the safe movement of Extra -legal Vehicles and _cads on county roadways ano protecting the health, safety, and welfare of the traveling oublic, maintaining efficient traffic flow, while preserving the integrity of county roadways ano pride os. Sec. 4-28-1' D � int Jonso For the purpose of this Article, the following. terms, phrases words, and their derivations shall rave either their common sense meaning, or the meanin s given herein: PAGE 1 2019-* ORD2®19-12 Applicant: An individual, firm, partnership, corporation, or association submitting an application for a ransport Permit. Department Weld County Public Works under authority of the Board of County Commissioners. Extra -legal vehicle and load: An overweight, over length, over height vehicle or loac exceeding the Legal Limits as set by -ederal and State of Colorado guidelines as defined in C.R.S. X42-4- 502 through 424-509 Hours of darkness: Sunset to Sunrise. , Hours of daylight: Sunrise to Sunset. inclement weather Weather conditions that impede safe travel such as: high winds, fog, snow, heavy rain, icy roads, high water, limited visibility, etc. Legal limits: The size, weight, and height limits for a vehicle or load as defined in C.R.S. §§42- 4-502 through 42-4-509. Maximum limits: The maximum size, weight, and height limits that may be allowed by a Transport Permit for an Extra -legal Vehicle or load. Restricted bridge map: A map prepared by the Department indicating Load posted bridges Roadwa •°: A strip of land that is granted through easement, petiti0r, or other mechanism and is maintained for Public transportation purposes. Rules: Rules and Regulations as determined b this Article in addition to the Rules anc Regulations of the Colorado Department of Transportation, 2 C.C.R. 601.4. Transport permit: A license granted by Public Works to move or operate Extra -legal Vehicle or Load on a county road. Sec. 148-1340. General Proe. Lslons. Transport Permit Necessary. A Weld County Transport Permit required for any movement of an Extra -legal Vehicle or Load occurring on Weld County roadways, as defined in this Article. B. Issuance of a Transport Permit. An Extra -legal Vehicle or Load shall not operate or move on a county road, except by Permit as provided in this Article. The Dopartment may, upon application in writing, issue a Single -trip, a Special, an Oil Rig, or an Annual Transport Permit authorizing the Applicant to operate or move an Extra -legal Vehicle or _road. All permits shall be issued at the discretion of the Department. In the Permit, the Department may include, but is not limited to, the following conditions: 1. Limit the number of trips and/or establish other time limitations of operation. 2. Limit or prescribe conditions of operation when necessary to protect the safety of the travelling public, the efficient movement of traffic, or the county roads from undue damage. 3. Require pilot escorts and or Law Enforcement to accompany loads with dimensions exceeding maximums. 4. Establish travel routes. Excessive loads as identified by Public Works Staff will be retired to submit a route PAGE 2 2019-* ORD2019-12 0. assessment including a before and a Colorado licensed Structural Engineer. of potential repairs. Reg Ared Security, in the form of a Surety Bond or Letter of Credit, or other 'ter structure analysis prepared by a State of hese loads may require security to cover costs °avment as approved by the Department for moves that may have the potential to cause damage to roads or structures within the roads. Whether or not covered by a security, the Permit Holder shall reimburse the County for anted all expenses incurred by the County as a result of, or related to, failure by the Permit Holder to perform the transport in compliance with the Weld County Code and other applicable law. 7. Travel routes may require build outs of turning radii or other road improvements necessary to accommodate movement of the Vehicle/Load. A right-of-way permit may be applicable. C The Applicant shall be responsible for the safe movement of the permitted Extra -legal Vehicle or Load and all terms and conditions of the Rules. D Since many of these routes are connecting from other agencies or counties, the Applicants shall not oink adhere to the guidelines stated in this Article, but all other applicable Federal olorado rules, regulations, and aws pertaining to Transport Permits for the C. and State of movement of Extra -legal Vehicles. Exceptions. For communication purposes, and when feasible, the Department requests to be notified in advance or during a transport if any of these exceptions occur. The following are allowable exceptions to the Rules: 1 Emergency moves, as directed by emergency personnel of an Extra -legal Vehicle or Load are exempt from the requirements of obtaining a Transport Permit when it is necessary to move the Extra legal Vehicle or Load out of dancer and for the protection of the travellinc aublic. 2. Towing; carriers may transport a disabled Extra -fecal Vehicle or Load from the point of break down or crash to a place of safe keeping. Any movo of an Extra -legal Vehicle authorized by Local, State, Federal Law Enforcement or Military personnel. S c. 428 Trans o Permits T\pis. The ''oliowing Transport Permits are available as determined by the Department of Public Works for the movement of Extra-lep a l Vehicles and Loads on roadways under Weld County jurisdiction: A. Single Trio Permit: A permit valid for a single one-way trip for Extra -legal Vehicles and Loads that do not exceed Maximum Limits allowed by the Rules. B. Soecial Permit: A permit valid for a single one-way trip issued to Extra- legal Vehicles or Loacs that exceed tF.e Maximum Limits allowed by the -mules. C. OH Rig °ermit: A permit valid for Extralegal Vehicles and !_oacs associated with an Oil Rig Move. permit. D. Annual Permit: A permit valid for one (1) year from the date of issuance for Vehicles or Loads that do not exceed Maximum Limits allowed by tie Rules. II loads pertaining to the specified rig and its location are covered under the issued PAGE 3 2019-* ORD2019-12 E. Annual Overweight (OW) Divisible Permit: A permit valid for one year from the date of issuance for Quad Axle and/or Tandem/Triole Axle Divisible Vehicles or Loads. feet Permit: a permit valid for one (1) year from the date of issuance for Applicants with 10 or more Vehicles of which may not exceed Maximum Limits for Annual Permits. Sec. i728-13 0. Transport Permits Ak• • lication Information. A. The Maximum Limits authorized for Annual Extra -legal Vehicles or Loads are as follows:. 1. Two hundred thousand (200,000) pounds Gross Vehicle Weight and must meet Federal Bridge Formula requirements for axle loading. 2. Sixteen (16) feet in Width. 3. Sixteen (16) feet in Height. 4. One hundred twenty (120) feet in Length. 5. Twenty-five (25) foot front ON/or-hang. 6. Thirty-five (35) foot rear Overhang. B. The Maximum Limits that may be authorized for an Extra -legal Vehicle or Load operatin under the Annual Overweight (OW) Divisible Permit are as follows: 1. One hundred ten thousand (110,000) pounds subject to Bridge limitation map. Vehicle must be configured with a Quad Axle grouping. 2. Ninety-seven thousand (97,000) pounds subject to Bridge limitation map. Vehicle must be configured with a Tandem/Triple Axle grouping on trailer. 3. Height, Width, and Length shall not exceed Legal limits and maximums. C. Hours of Darkness. An Extra -legal Vehicle or Load more than fourteen (14) feet in Width is prohibited from travelling from Sunset to Sunrise unless authorized as a Provision on the Transport Permit. D. Holidays. Refer to Colorado Department of Transportation 'ides and Regulations Chapter (404.3). E. Convoying. Convoying is not permissible on Weld County roadways unless specified as a special condition on the permit. A minimum distance of one-half mile shall be maintained at all times. F. Staging. Vehicle staging/parking on Weld County roadways is not permitted, except at designated pull off areas. Staging on the Weld County Highway is not permitted without permission from the Department. Sec- 8=1; 3©70. Trans 3ort Permit A 3 3lication Pr I) cessa A. Applicant must apply to the Department of Public Works to ©bt;in a Transport Permit. B. Submittal Requirements. Applicant must submit a ccmplete application form, required submittals, and fee to the Departs ent for review. Required submittals may include, but are not limited to: 1. Route survey. 2. Pilot escort information. PAGE 4 2019-* ORD2019Al2 Traffic control plan. 4. Profession al Eny.ineer's analysis report for structures. 5. Copies of Permits or Permissions from re the submit ed route. 0 0 blic notification. public Utility clearance letter. ated agencies or municipalities included within 8. Certificate of Autnentication (for Mobile Homes only). 9. Right of Way Use Permit. 10. T ransporl Fee. C. Review Process. The application and submittals filed by the applicant for a Transport Permit shall be reviewed b\ the Department of Public Works. The application may also be reviewed by other deparments or agencies to verify compliance with any applicable laws. If an application is determined to be incomplete, the Department of Public Works shall provide notice to the aaplica t, along with an explanation of the application's deficiencies. No further processing of the application shall occur until the deficiencies are corrected in a future resubmittal. An application whicn is determined to be incomplete may or may not retai its same processing cycle. D. Permit Issuance. If the Department finds all requirements and regulations set foiH in this Article have been satisfied, and all fees have been secured, a Transport Permit will be issued. Ganges to an Approved Permit. An approves Transport Permit shag not be, chance modified, or altered witiout written consent from the Department of Public Works. Permit Expira ion. 1.Single-trip Permits and Special Transport Permits expire within three A3) days from the approved move date. If a longer time period than three (3 days is Granter the errnit will expire accordingly based on the move date. 2. Oil Rig Permits expire ten (10) days from the date of issuance. 3. Annual Permits expire ore (1)wyear from date of issuance. G. Permit extension. An applicant ria request an extension of time for a Sincileatrip Special Transport, or Oil Rig Permit if the move is unable to begin due to good cause. There shall be an extension fee assessed to cover administrative costs. Sec. 12 -13-90 Aparal rempop!itdilLie, A. Applicant is responsible for all compliance with Rules as set in this Article, Permit, and Permit Provisions. B. Applicant is responsible for maintaining com ance with all Federal and State Highway Commercial Vehicle rules. A�cplicant is responsible for obtaining all necess Permits and Permissions from all Authoritie property owners, other jurisdictions, or other affected parties located within the it tended bawl route boundaries. PAGE 5 2019-* ORD2019-12 D. Applicant shall have an origJir,~ai, copy, or verifiable Sect or nio copy _ of th Transport Permit avaHa 0e whoi i operating on Weld County roadways H rider mif ca io ass uc, ns he Herrmiic C _ -voider its agen��s, erip ovees, subcontractors, contractors and , agents � 0 0 l� � roby agrees to hoOo9 Wekl Co v and ergpCoyees harmOess from any and out of or be connected �Mth, h damaq n egJ g e o or a cc of the Cou inn gy , Colorado, the agenoios the Peof _ and - e5r officers ass and c amap as or any c aims w ch may al nse Special Transport. Permit, _ exch _lhg any Sr Doss a v claims (inctk. drag oonsequentiaa d9a rn ages ) who'n May be caused solely by the the agoncUes thereof or its officers icers and employees. insurance. The Po Pmit l _ ioidor s1 secure and m o ntaire ins.,r a oo politcies that wii o Potect trem, their sL contractors and the Couity from CiaiMs for both vi�npur?�, death or property dal age wfion may rise from the trarspol conoUc ed ;p� rsua rt to Al is permiA VIVeM County mast be r -re as an " , dditionaO Named nsu Aed" jpor said i:nsurn pohdos. G. Utility .1C 4o: oca e s. 'lours in adv a PermUt Ho floe of t der shall be rosoonsUC 9e for utiDity locates at Deast for -bi-oi tra sport for utiii ies lCn n Permt Holder Ls responsiNe for ny damages exUst oig uta Sec, 1-28-1 L 00. County (1 ru horfltyo be affected duh ales or structu Sroeoiaai 1 ranspoit Permit is considered to be a Hccense fo The Department shah Have the authorit because of the fa►iiu Pe of tie mit Ho P res. use of the County roadway s. ,9 to suspend and/or termi ate theeve, oCOy or irn Isar der to proporiy execo Ito the move in accordance with Ns hide. Weld County, r iobwithstandingJ the issuance of any PermUt Uri the Cant a reserves the &int to make any _ changes, additions, or required rerou rig of any spedall transport ve lees o Co nty roadways at any fine, without compensating _ Sec. 448-1134 le. Anreq Rifted fees s other arrangements are made. he fee 5��0 0 P ordnance of the Board of Caul n` . arpp Rio t ons. Seto „ „A-13420. ppa sport t Per t Fee. e ne owner. an be paid, in fuHC at the time Thf the Permit ap Hcation subrinUssion unless Transport PerrnUfs shall be deter moned by 'eso .,,pion Cmrmissioners and sun be shown on > tie Tra> >spo °err it of DD en S of a Transport ermk. Of r. Of an apphicali n for a T ryansroc rt Permit is denied or revoked b\ pplica.nt ° ettS to any of the terms or conditions of a per the appiioa�nt ra wrotU rig, utUOUzU rig Seto 8=1 — = r the De part mit thereby placed by the Department, s the right to appeal the decision to tine Board •f County Commissioners, in Ite appegad procedures set forth in Section 2e4o10 of the Weld County Code. 30O err�i 0t Suspension ensoon or Revoc15o nio The Department inay deny, revoke, or suspend the Transport Permit in order to protect the pubiio nt WSAd Cou re,± reserves its r0 a Permit is issued whenever the A pp i In rid e nsuro the setae function of oour16/ roadways a d bridoes. right to revoke any Transport Permit without a refine of fees whenever error or the basis of incorrect irfor ation sups ed by the applicant, or roan! Us in is atio n of any i LdeS orproSions of tnis ArtUc a f the Department deer oondUtUonn of an sh aiC notify the p_p _ statu r�ninos e (pHcant nas commnUt edl a sitostarTha b Pesch or a term or te ordnance, rule, regutl too �, orb oondVdon of the Pernir , the Depar m nt icant of tneirsuspension or revocation by either a phone can or in writing. PAGE 6 2019*° ORD2019-12 Within tw ntyr=fo _ r (24 sours of receiving the rofficaflon of the ssoension, the A::oncant shaDD coTtaot the Department of Pubaic Works wVVh a plan of correction \tn mist ist be accepted by the Jepartrent. ' _ Sure D± y the AppDioant to contact the Department to remedy vioUafio-s shall resuD in irmnethate revocation of the Permit and terminflor of the move. Day 8 Per iitis revoked, e wiUD be required to re app y and win be charged for any apofioabDe fees. Seca 4284 A. Mc) Departments so authored 3=i 40. Erufforicementt. ations and ponandes. The County, through the Department of P,,ibbHc Works or other may enforce tics Ar icFo througn methods ava i abDe in the aw, this AnLic o, or thnr0ugt other methods adopted by the Board of Co into CommUssioners. Criminal ponaRios. 1 Whenever the De,Qaflrnort nrouip h one _ V of its ec� pDoveeshas porso -akrow edge of any viol lion of this Arficfe, it sha D vivo written -o ice to the via ator to correct snch violation witrin seven gi da�ys after the dme of such notice. Sboj dD the via ator fag to correct the vio a ion, the Doparttment may req cost that the Snerifirs Office ice issue a sunr ion s ard comp ai.nt to the violator, staing the nature of the viola ion gosh sufficient par'AiciAa J give notuce of said c- rgo to the violator. ; _ le surrmons and oompDaint snaH G oq' iu o that the vio]ator of gear Un oonrt at a definite time r -TI p ace stated therein to answer arid defend "rho charge. One 1) copy of said summons and corF1pla 1 sha be served L pon the violator 5y the Sheriffs Office in tre manner provided by Daw for J . i c_ P or �� service of a �G iG�rllin� l summons. O. -s (1 ) copy each sha D Coe rotained9 by the Sheriffs Office and Department and one copy sriq be tra rsnrdttod9 to the Glory of fro Court. The County --ay remove any. obstruction o P work not conforming to this AG is C D wring the pendency of the enforcer vent ac ion D _is -e rosponsiC ility or the County Attorney to enforce the provisions of this Sec ion. Dn the evrt the Board of Connty CCorrrnissiorors. dooms a: appropriate, the Board of Chou ra _ h Commissioners rray_appoint the District Attorney to _perform such enforcement duties it lioJ of theaunty Attorney. An -y arresting ng Dam enforcement office orovided in C.R.S Hquitab®lo reUiof in divi 6-2-20 for a r shalIll fa kiwi the penally assess y violationou this Artiolo. C procedure action. D n the case of a vi o la ti n of .tin is A lc e 'ham) County t' met in addition to the other remedies provided by aw ordnance or rosolui io - n a irstituits an action, mandamus abatement or otter appr000roa e action or proceeciHnc to preve abate or remove such violation. D. Civil pcnaDties. Dr addition to a of tree penalties set forth above, any person, firms or corporation vioOaa jnq any s,,�c'r .regu ati0 l �fprovisior, or ar o id9 inont eof, or any provision of 'his Ar cte, may be sub ect to the imposition ro order of the Co, n y CoJrt of a oivi pensOty in an do _ a.r- ou nt of ns $500.00 pursue the ciao[ pe day actor ° The issuance or the order of t con inuos, al be deemed a separate vao atom and sha 1i, Gr aocordDa Ice with the subsequent provisions of tnis Section, be t. -e subect of a CorTirluing Denaft y on an amount not to exceed fifty dollars ($50.00) for each such daji. n no event shaD civil penahtios imposed puiFsJ nt to not Dess than two Drug dDrod fifty do to rs (5250.00) nor more ttba 1 five hui & od t is wi nin the discretioi of the County Attorney to determine wnotl!hor to a ties set fortr in this Atolo, the remedies se or h above, or both. l _ ach nrinq w awtuD activity this Subsection, constitute a ien against reall propeML PAGE 7 2019-* 0802019-12 Delete ARTICLE V R apt' Access Policy in its entirety. This s Art-i-c's-i-e-is 4 V *e -f ee safe ac,afe and e-- .i-c n1 m --eve m t of Kraffiwl4te--a k wtc g Fes'asara cress to -p-, _ i s - s ra ri i-k ow, r the ft nct o r4- e e-Lf-t t roadways aot the pu l hea �� , `�'' - r _ , the Y d I r d �� d�a� ' i i SCI n-- d3 -' '! '-- ..iJ ` e d b-@ hd; ' 1,�- -9- �-� ! ':I f /J-�'� - - . shah y to all -accesses -onto rot l -4 -Lin -sated :q O a` `t- ruching--e94a �=v�-,t��I �'r o f p��ya`� � .� � �� r �' �\_ -7 l � � 1 J'=l- �i:�,K� pa,�,i"4 i� ' t� 1 i'�l1 r cc ri- s ! e s , warn"' 9-a- � 1` - s o -E ,� � � 3 ,, -rte. s_as. 1-2-4--2onkauic cze of r , i-e t 1�are 6 8eLl r . Y --r-o- rSH ! C9--'=eeog iz s-th -t1 • nc inert e -ins e s -nd-- fy--- n --Y`a4ep a' - , to tin e nt a k— --u-p n j the move men a ;-c . m-jr I m u rewe n t s 40 -des-ig-n , CopSu `'` an mad • { i ut, ro- 7 i i`Y - Yom.- 2r r, -so s Onto W e9ar *-roa -- Sec. 12-6-3-n. _ Reg ` -fl -a5 ° 9aG ~" o r 0. A Rases S -a i -iR r`tvim. S-rr-a _ F dh � l r sh- ` 1 6 9 c ep oel- i o osmod' h pafP9 d -oEsat � A k gs-s d el e r s s, -a eO S s. ac a d '' I 'shall ber r r a 5h ri- except _ as -a I-, &- t --e 3 C� � n_r n e • zon-i-n-a----recii-thre-Rie-no-n-si-d-e-re�} i on I R Fa �- — - .- -O-1 s ; safety e n -de rat o `; d M�- n--re-ruti at -tarn' ---cc- he I a -4-ty tom - -I-I -p d- -,thr I -e nt-ars--- -u- h-n-ext� - CO c�le'- T 0 ➢ '0=-.• 'Stl d I & Rd -C-0 s E c' 8� ' n Ste..' J t e r a `Q -1 6.� 'w.i ��-�Ir I 'n -b —41 �hv' V i 5 '!-Y i - 90 �Zn,a N 1 1-2 A ,—. i s -s a 1- r u d -a If `4 a 'o t�— o '� a u a r <a� - . ny-per SOP c c -'n s b r ui-c- Y` u g -a '�L�../y '� r�l�--``� '`"5 { Y—�'-�i.,6'� R i�'�d 4-G'� ��' � �.� � � '"' R -,e � .� of J �� r� � rZ. a s , 7 ,� I4 , �, , ' r �� 4- y� --0 �Tad - Imo ' �a - � art a�I d, u _a_Coru lItnc EN Y� 5 -1 coma - c r FrU " ri fir FS L4u� _Y's' � t.,J -I.f-V—A %-_, nAt, °1/4.4 a ides by t h e p art -m ` r ' Ruin \Najd, 1ance OVAGCes s -P 81- i _ ce s ;� rti - -s _ o -rah -4- -h- k i c c Y`�. naRGe ti t In no es -it h- l ----a. cs sa-be allowed , or p{ �T- tek�, if it a �� n-tal r�� _ 0 �� 6 s °f !y. Emergg----n- r -Ac- e llwe o I Ice , -e, a r Ibu d - -nee— -�L a - m g- -- pie Fal —ma—y .. 6-a /� e ha Vie d4v 0--�r��-� " I it{ . i--a- b -ur- es ..s . kie-v-„4/91-u-raiat _ Accesses with -i- -c a - ess an O to 0 that _ C na i L ur1La-ri-d-U se r) o -sou- - C r4 4 1-e Works. • mp-r y -°-ha faciatJair the-Rstquirements-as-outline-d-i-n-t-ne Weld -Gaunt -1y neoi o f n s -h -own in Apes -Rd -ix x 142---A. a ne ` A e s s --r e ti on a -I a cc s -i- -I--- c r -- on-t-ne pr0pe r t anie� I n Pn- ah`irdbi-U- u -° ac -more -s . • if— 10 �r r n,9r fl Y ,r,�. the DO 4f�`re J* d 4 � 7i� � I tocraSidna-larj el-L-PraFGA-e-- XiSt—a-rad-addittenne) �-! r�� -- raOIL of _ I Id I I� d \Verg . - - �- t � � 0 I —n C —fd 1c -I-G- ---- ith4 s _ a- O Renman-all—se , ppa og d e d i l B �� c,�,+ ,r a n a +�, { rP Y d ' • PAGE 8 c c 2019-* ORD2019-12 A N h6„ ' -:--c-h-a nee of s \ /V _e ,.hare -an-g-e-i-n-thec l a s &t1catio-n- or _ type of traffic users —n access or an i n c rs-mss- --a o unt-0 af. _ u s;-m--n-aoce -s-s-r-a e s Permit shall be pa-qui-red-as a con- Lion -of- he ch rrg . n-,1e,kn _ I- m, -o ,gym -en -t -1 -an Road Maine—an—e,r- -m nt may be r u i-re#-as--a--•c- tc n of - Par 1-wh - app +c b e . . Ac-cG r- ,- 'on ' -8 - -i ca i - W- •r x -a� � ta- tihz-c4 cont-u _ 0 9 c ;. Ak II 9 wB t9 S -'a B s.9 'gd-c a e , t me -4 3 u nc e 'mod 1� ad0. A -v oe' -s F v' Ro e obtakqing-a-p-p-ro-vai. T, egr—an ne--of4h ,c -Per- -it m -ay -be-- on -fled w poi $h -e apps i-c-a t 8 d - a � o`l- aro ve n s ` nd_.RO a -Mi a 5 "c 9 c s " re a --) , - 9� 9 a- [�3 p�-� � £ _ S mil! m a-° ° n 4 -ud , -b'L --not b .-i-ir -it e d t -- hti n s s -kin- p p r ov; I -f0 r use r --a i to- rl r the-processesI- - =d -i- Via- - sr -2 3 th i-s---G-od- ; d- - i n of propefties, p -u -rte nt-tomn e p esUccee G ufl h- -Q ra-p1a& 2 ,-c 4 -this- � e , or ' J -n-n-S -t Dave1- r-i t b -r0 u - r ac -s se Sec. l A seess---Recnii-t-appica(daicilm ad -I - a --P48 t i ec P Ca y '-�t`.,o oc = a '� d -cants _' h a- 1 � `� e a c a a e �-� p, 1-96 v iR _ � a n- c oe-" R -r -ii to -a p;pi cat i-on-Eta-l-kico-tl-de red -c m p Ietc i i -t4s sub- a+t4e d on here u-i-r-ed4ocm , i t 4A d e af-1 r� d atoc- information, En e di - a -I--s i- 1g-ma-teri al rancks-a o -r an-i- d t h p'E "i l ; ; .... to -b e i-nc mp-SP,e-part rte-; Erb-- -F u b I i c p p 4 y' o4p l 4 v 0. 4 �_�'_ ti, V/ro h pka tie n oo f the Works shall provide �s a , � � � � �ti�-� � ��--�'d'� c�� . � - �� r�---� � � �-�-o Y-� � pplicat-I- ° -d--f-i-c--e 4es. NO -further p-roces-sing of the app- a a n1 'shall occur-un it _ the doficien _ e -are--c--crrec e - i-c future r su n6it4 -d a ;ap- clion which i- eta Tritned= b -1 - - �y E y� • r=-i -- a- _ �i -pI s G�- ;e. Deve-o r ent-Ac ° ,s , The D p m n4 a u 1 o° r --Pe rem its f —be c ce- 'd "�---- ' re -u s— riLi= 9n a o mmoc - e i `rklln-u- - - rI -ve A ^ e ' s _ re e p �-- ti� � a- p o --max - -t— -r sD b m-sio n to reduce the Prig,-sppai — far m r. lots. -u-o � 40aand Gas (Q1a}-Accessesa - -L 1 Jse -may - e-grantec add-al-nal- -cse-ss on a- nd col- = �i y� per, g ig t � �r°� �� ciwa 9' �. a a -o � e ��1 a- � Y e-'-` Tire 9-2--p-'e nt s as o-. n-sd4n h e-' `rd aS-Cad i c 1-n `c�a' '-e- di nd �j C rot. a s amp - tho4 `" --' -� .. `d-i- h e ra° � i -k `�` c� . . -e D G e 'ts�r�-��r �''t�'� i ��r d •ba '�. � 9 �f ..,,.d u � � h � 9 m✓:. �'�+` 6� �s"�a.�"'--��-1� _ �j�.r one-e-r=Pn-ore of the cllow4 hacd - 4-psa- j -u i�ti c n fe r a i i- - �e s - ---i-- is o- -. r an -on -Rivet -or Cant r-lecl ni-mi-F - pia ra ° . 2. Fraparct-s-th-Re-64.1- sa - tl-o- - 4. m �. "�d R a d 'N' ay- o m e .�. r 3i *ate s ,a.3' --'6d • 5— Cu �� me d- h -c - :-Ir -i e , 'L-3 :nd s _ A, i-itatto -s on th-- _ ar — `�� l Boa � rove e -4 s . e- �.-- . ; - � - recess rnayf r'-qp b i 6 r • 1/4A.9- - �,°'.� ley S' vlA .'""°1.��9 `�'° p° � �,��q}L ='�,�L � a� LP'• P7' s '��" • 9 /.�` • --c `� � � ��J.ti--3 �or 'L '� � �`-'.0 4a.`� ' 1 ems"! "�' _^ � ' �' a f v ` 'Se � ° i'_1? P accao 1. r aft n a P -r es le ur ti- �-� a n -e a'Su-s-�-- �� I f t ri h �. 13 r u rn I - e � t r-atti- st n -a j i-n-ac —e-r , -an / i th _ I h e 1dGo-u-n-ty 'C._n-g 6. n.; `c .r i-n c, off-` 0 3 s t ° U- t I on-',�,�.3 4te- r4a , as r-� Pri f end ix12- -l-he- - t -r i l--a-oadwa-y i m °{ v men --�Ad bars to _ rsd- -O8t-G-aces-s are -are -con -tin -Lieu -sty , . ui-d-4r-Sfi -v-c-i u e-- ov r a year. C---Te- poracy-Con ;iuc-t-Ean--vimin e ac - 1\ --Temporary Cars- - t -ion ai ten- Rs' Agfeem-efliay-ae-requi-reda co--d—than-of c ra nt-n-4- - ces s PAGE 9 2019-* OR®2019-12 -h -a s&: r —any d e ai me n a nd ce a r ' cam -Pi -ant, conformanceewith the C o u n,s---p s ---policy an -c o l I e r-- -Q p or .a apprevPd by the Bear as n ' 't 3 e -§em pet ---i a _ o i "a ui Mai°- `m en co nsti e a vto l i-0- -of the perm -it a -n c may s u ec, E lean -to r-evec-a-ti o r the permit and -#hr enl-srea rnt- - Semb a y �- o h a ll be rn-a-ad-s----W-i- - Y 6 t an -al -Pen . Acce �4 -Iag e r impacts —a '- f f- . ume-.s-o- o the Q -h' _ e y --ro-ewfit' ' - , - a d -e oo s-i-d-erS compaleX access s- om pie c- - m aireq u i re addition -EP ap 0 -stab erR --m ate ri ai ag ee- - r ; or -c n- 4t3 -o _ ns-- -dvan- p-rav a I . im-ari ! s; e q-u4ce d. Ac ce —wf1-i t h a daily traffic-cou-n4. o, grea a 21 round --truck trips per -- a ---s Q -re -u h-ic 1 e rips -per r -,day than re q u hre a d d#= i o n a l ate' i s a t i o n-i -�, = e rs4a b -ub-i- ,i=ii ---f -4& . T h-i-s- m y -in u b u t -is not ii-rr4ited to, a traffic impact -study and site an- i onstr -n--dBAR- � s _ ' _ o sup-p�-p r y-G&ss 4 Access � �a of • '^' s�j � � ,'� � ',�' d4' ' Sr � corn -SK review -process. No � cces errs- ,s�� ated for -a access -with -au -IL -an accompanying I-m-provements and —Read ad --n4 n -a- -reemrb that meets the specaf a;ti Construction Criteria shown -ER Appendix 12-A. improvements. The -re -view -process m a a etr-e-p-u b I c--i-pry ements, such as, acce&eQra- a an ,ee' erg io-4aces3, figh-t-ibrainci turn k- a. n acCor'an�-ee ; the WeLd,crei E i s -a-n `t--Crie-nci-r ction L? . C. i o pcove e s -a nd -R o 9 --Ma inter -lance- / m not U m p ro rn e b reemen t- n- s -. ce J nts a ee -ent") ma . ritera as —shown in lla-in4enance 1 d- o a s--a-cond4t40 n o e r Wing the Access Feria apt thati.on re ie--prro-- u a�(--ar °v e --n- s or identifies t1 at t f-fio entaring --o- --exiting the -access impact y ailt° y- d r0Swa-ys. Pose4ble mitigations s h- 11-- -e s--et--f ch---i• the, km -prove- - ont- a--a-noad 1- i ° ,tom n a nee -d; eeme-i- . The a'g, e- l ` - - -. -' i- 1 - e -m a"d -e -R c on f r b a a'r e policy -on i- -' ! $ o r 9tl _yr e-rentmss'. The agreement -h -a- f ev d ,the Board. V i of Uor -o he-p•rovemsnts s4 n4 R o Cerra Merint 3 r a e tce F C- 'v eme 2 Q o constitute a v C 6 Y^ i of t h p gad mit 7 and 0,J I 'm+! o a rm14 a n- to other -a; nf ofee d+ - � � a , o o m„ a S e 1 - - -nA E - �� tion rte vi -� `�r-� P m - -t �-a r-ae 9 16r Al roe e s on an -d datala't'e J.an 1.11 n- W f esi _ a an a phcant for an -Access Permit sha1--I-be ce-k seed- �. le --De pa rti- t rks . The ;-p .-I-cation m -ay- t s e reviewed --b other dep-a-, . �� n t s e r-a-90-1-e'nrci to v r4j y CornpI i a nce-- * a-Qna- �-ptica�e 4ws---and-co-s . a f the Qs ar. .en4-c4- u -b4 W - orks f d--s---that the warIP �n# -e esoreb--appligat n-fe: an Access , � rind - eq p '- - Win ' - -t forth i� —` h s • @ �° i — a � the G `£a. Q i u e �. a a a' �a�e a s a �. cam, f' �b Z d Ca I a' �9 C m 6 Q e °o." +toP req u e °re -m -e -n .s -i ° d--i n-4 e-Wetd--Co-unty _ E e g i n ri n �--a -d, Co n s truot4e n-- -h Rio ri , as -shown A p endix d A 4� the -r -ire -r i-i -t4awe reg- is ns _ or ard-I-n rites end t --241-r-u i red fens ' row i h a ! I be~l s u d -tn p k- --a n° �-y-i a - s po-n- w -h i oh the cess rr4t shall be considered te-i Iude, b- 3 + a rated 93,APPHA S am y . The -access must i at-cre a ---sew ha a rd to t - tr -vellin- -p i- - on truces y-- he -access must -be _ a le4o bey -,SPA -a -e-Ro i -g to genera-l-constraarit a-stioes-- PAGE 10 2019-w ORD2019-12 B. Q -ha ges A- e ° e d-Pr Awa-ppo y- -d _ p t shall not- -h- d , modified -or altered with t --wriAtert -au h onz a4 - - •roc h-e-Dra rt-c nt-o P u Racks . A I ! work s h a U -be h- an conformaner -k C. a eas s re g u i-res H o l -d &-4 --r � � s n i nee rang star- aa rd s of the Weld Co- ..- y E ng i n�rI-ng- -n-d- Co — tl� r � �� -i � �� - -w4 e wo � - - lh - p r d- . The o pa m n -t of P u bh --W-ork- sh-a -l- e-- r pons s -h e for —errs -wing mp l i a ye �� hs -pec ,ions -aS s-t-andai d sc. 1---/ o / f h s t d.i-� g _ he 4 _s -s urn- 4 any-Aco s -.� e �rmit o-� 'h co n Su c i o n--- n� p� y a cess ` ' e "-d �. �€ dr � � � § `�+ € d E^L the �r �-3-E � t�./! � u '�.� �i-'J �-' �Ia,.� *.,� c� � � •a '! County r s -t egg -5 - r �� - � - -- �1 ��-� � �� 3 , repaws 04 r - - -on-of any --p2 `�l- o - n c --- 1�i- h r d -r g -t 4 -w t-�- i e, I;�- - u -d- n- but n04 -h- •c -d-t n n c �-�- �- -o-n--with the ren t -gin , r- c o �-st ruc n , w 4 n -1 ng and m a i n g of --rod--vim rig- of wa y-Wi ° -U�4 o mp n -sr i� o ner -the- cce l � - � , or dew -t ---u o ofac -&r— ,r. 124-C/ rites ntr- -,� �k,�` - � � �= ;. L 4 �y � IY� r e- n t a° " n v 9' �_°W� �( ee .,d v a ty rte �i ce A e a s i -Sarre-Pi N �I ° a a� ! i "...AL : tl�l h b s�1 b i b� 7 �:d wA td yy F �p 4� �' ' 6 6'° t r. 'net; Era 0 �6 a� i �s 4� � ° s � a � -�s ? f 9 E' ! 0418 B�'�..8 i� l ' -emen-hat - .e is n4ia-l-r-n o- e e n e ul-oc- h ,�'�--s e a s'-' re-a4ow d, . 2. r Y B 3A e +1- 7 B �1.� l(- t t; a e s*�- -. -6Y� a1-1- movements B l o w � a..t'� � kiB '4 � n out -of -ti a- �mf Rieht e- - A - On fight - - n-an=d--ri �-h 4u-rn-o u 4--, - s a re � H gSel . --- c s -n4P�� T-e-c--h4-1-q- s . � cf-e-dU i- -n-i- - - 6- & s 1 l _ im-p-r - - w- p d s fe-a co u - y r -ads. In . n effoct�-4o--r d- c -the -nu b- r y - � aec- ss ` ° s -a p1 -ant � may -be re--vri�d-t imp r -- e fo4 w 1 g s� eo--r- e u� n acts- -� d a$ a4 � n ��-de - a a s -� -- o- --p ert E E ! imIn -ty4 sa °'�y-��-n-Y -may-b r m, ire -d -to �- 4-n- -�,e c s -es--- �-e Pr -UP e. tv --8.4i'� � � r ern r - r two e ` ` �L� ,�- � - _ rc i, rme-�fi° � s-p-aci. -.- k rn s� °Fl d i -t - end C -n droc-e u -m- 4, if a -p i ble . ' --,'-l-oc ` ' II-'! A , -�-�i- " -9 s--- r ill- - - -. -i-r d to move -or r l--cat-e- `'a - -t. ing -- a - s to -a -new w on-to either-align-wit �a' 1. -a / s T -a cw-to " ' .' ��' e�3 V 8-�9-�'�- 'as ad ` cae�l� ice,: _ d is , �e- � w�+` E i-oa b-ke pa tl r ,�`, �°y �' V .P �� P' RP+ . ii � � 4' t�2 2� tits p� a P^ f r -aye -r - d ac-- . - ,---for a e --s- - , -h a t are [ess h- - 150 feet _ part, i-f a p pl4 e e . owners to raj-0l-� a e �,,- i -1-n acosr s ! nto - `L r r,tea gc'rt' -``' ithinE a� i• rn r -f Anna pr p 4 . emit-- -e - a� r 1 -- r-�, 1 A d- o ti a q- - n- - � d- moo l d in fro i on -a F shwn- • � f � � --of= Qe---A �. . �. � . -1 i --� - y . z = r i t H -e-9 der- -Eh a ll- �� n -s i-P-$oc---c- -n 4 a in•g _ the Uttl-t y- �4 t i ratio Rh or (8-1 r r _ u it �� - hears-in-adace _ of -the a - GC -8:43-6 noin -� i-0 n , f -e-c- va ion -ins Ce=r� o-' r-� tt L m -it a i-os . An a p prr -d �'�-d a -- er R _ " ...,s d - j-'� tl Construction C-rit4a- PAGE 11 2019-* ORD2019-12 mad a ys—�� 1n4e4ece 1 oatel} sin CJ V L,- tl c -s 6 iy' �1 J! L l U -ll s u u J Ua d lore r ha if-� V iaa ! h trait ► eras 4: Ill ii sJf- R�• � �-�i1' J ��T�I�dT`�lIF -Gt4 , p T� r-'V~u'� �_ 11 '1 ls-1 LEI -114 u—Url_ l `1 0L_O it�� I� //� ° Fi �1pI r 110-�Pi P —i n u V lr 4BU l r 1-1 �--' Y i�J tl I! T V -\fiec -trofo A ' ein �liciun�v1 �1 JflI1Cl 1 r_�(�l ,�� f c] P rI Ca lf� L uL' il-l! s -il CSI tl �1 u s 9 u k r�1 O tf� a de 4 � Po ,a le 7� r k�P?t uggirtn e.) her �J rrd (ll u , pa .•- Jo - rave G � tcaGtor• 'car ▪ rgig_cnii ef� 011 e s % -0- r 1-; to - roar v 1-ys R , Ree G e : , —� J v?' be ' -'r-r v -I N— X41 adrig �e L uh �tic i � tl s _ Hll-ollcr s-kaidll _ not _ 9 sow t --e pu c -c r p s 2 ,� p ��`?t..:,. ' i Lru �Y ud ibinr ti Js� nl' lf p 4 l ii RkA �l 0_jl F 1 r rP n r� s� rig ( —I• nr r� Asa p04'— fir° ma nt medf C' J J � L tl � � �--GaI> u- eum --C d `C-) .� tl r - ' In 1 il rP G1 aO! -;jai tar &s se- ev Nall C, �. ,tsae&Q� a i.' dvvar t &` rau r�i_fir'0 r -i_ q U �J A � � v��i- i f c_fr k n x-11- , �5. -G• iI 1 rC lee - rip '� .fif ial �UPif- C ni,44 F --C1 tf"ts=Th-r-i f a s 'a �' gM e n� Tyra n ni el tl C a u'-I!—�� !�!Ilf �— fi �� it �� L �_t J�-� s� �f tS c> -r:� J �� ems_. u r `-^ �a r dF 11 FM P. `l's & vatedk11 !-1-{'S I V a sc e s V 11 tl rP #U unY ar Me or a —'1% Ded--t eS-t'o�t` ' JHUC 0n ermsIR -k-elder, upon Rot v • V Jo n h from -the Works, F ha kS dr itr �s t ,`-,''e'- u1i vv- • �1 Pit_ .� (pari u . U''" ' .J ��1 J '�/,, % , . [$- -11� ll u ati—ll �6 L r e� �= a Ci 0 `J ti L`II L:., U Ilnrr,� "° r �i 5_rr r� f r� r r 'LP rn�� r ir�° r' I s t r� y-! u tl��, -- u PO tl—> tl � � � � �� en A. q � - tls» - tl- -a - I - �u ,,->r� LLro r f c-th e r�iohe �i! r-H�, , t- -xpe - . C1 su rc, n� P !lrT 1 Ihg ' n �i __51 _ h -� i'�l `eves `Ulu -� yd- l� �- r� Irtl If- . J-YlC? �J tl c �-' •�- eJ . V tl �-'V �JJ C -J J e ur rn -gdr a ru -ce 9 fts--tbius tlt vf-t" au m- t 9 n _ o� � -''t#s-` p ta-' `' e - }I rIr- Ptl _Ann agararinn ti •-2 ≥ -u r p•p l A` 1 `nP h1 vied. 1 n -1H —he evth - --an, taro a vn—e- � Ina a Sb _ f - —�� tl p� i 5e , Ii I�I��k �aj� r�).. J �' f�l, & Ind 1 U r�n��J1 �1�^�1 p p �j n'1 rP rS-.�� s e S u' 11 l�J l c a s rn7—� J`Y,-�-� ""7f-inl u t� . C s -b , e �-i�! lies s Gr nu a e e L act -MI -Fes —may di Pu -e_ nC ar a , _ n t to the 4�-- -i, - � k -'J gr Gat , i---fin—the F c iI `� 544a r nrl ��,-'{r�j}-?��rya�1�r�-(��`}]-� ��o 1-79,=-54, on IJ IJ 1�:1 a er-U a u h, u ir s n_y—��—JErtl— �� nm-i- eld-Loy � t on_oLr c1F nc ha! n u e�V' a f=0 1 �� c e �+'s�'u'— J-11 � , p'i s !s-irLlO_'� Ar c o r u u a rath`—fr1�J _ 1a,9 , uI t ,i `rs 1 v syell r/_l �dI 1J S m �— �'a�J—` "q Va r f - A-14 -h- �- ° s 11 _ 1, rs� fck C airRn f- t i Ste' 3 � r - ,{i � ��-c s@fare days *cu- col Inn al CU l sI I hiraw-elikili, tram n ng ny ne4 — ek ,P V .f" a l�l nee oar- e ----G' j' t� �r1 Q u —l/ u J u L d a a c J �� fir✓ n z tt'a • r ra a t6 u tse lr f' J� r— ' � �,p n c n-ap per i3'_ i o i; e tl L� ay c= 4. 1� r �C d ,,— tl r H- • u caelectuatn Tu-p-roteotp-ufek C' ° d n;i a s',* o ( F -�S �1 ` r- 1��- � r '�f tl �, r� 9 �` f �f n �9 p� `� P� ` �r� i r� �t -LJ u �� t9 e t�tl�r u h� v s u a �J -llN— J �% u —V 1i�1'l�r"V ru � s irn u s�j� � PAGE 12 2019_* O RD2019®12 A -p- aka '31e 1-!al-of-A-ccess-Perrinte. d° abG1 tI _ A°�' n4ar 'i � mi _ P 8 rn 6 4 0 �: '�i7�-Y 9d BY the par 9 fi 9 ,nt �o f _ - -i- nt- j am- - n-y-ef-Uherm s or won- ---t -a - - -p -rmrit-t=e-by- -b e b . - s ar ; - e app "-k-& h right -to -appeal the cieci io- - ' 4 --- - - - f - .4 9 ° d 6 B c ap- reced- e r-3 S e `te aern-2-4k" ; d ss Q a Sec. _ d 24 - Fly- —Ee a J -e d f Lf . _ A. olat- - d -n Loa. Qe.p... m--R-ub-1Works or ether • -Wm-arts -Jae-au-the r , :Tray—.——e-re e-th-s t hiroUG nal: hods in ci d -in- - rArtioto 5 .- r-oug-6- t e ,metPro .. -a 0 te d by the -B Gar C o u n a ..,- "� rn =,, ;... f raneare-vo any---aubsequent props en kartelTant mechanism �. _ Pt is -un nfu a to co ew a cc s-eto- - Co u r a -a4 e r reconstruct, paver -after; ecna - or - - k - u -s -e -of- n --y-- - - i n- -access onto 1- an -A G, s -'P -- " -Et-4 - -rst- --sss edd-,--An \/ _ p WEien , f* a-6GefiDecat4en-� -�---p, tt-p;--+d��, upon con -Tza4n, road unless t -ht. R - -�.�- -ems-rte n-mea . rr ewe ---Cc u•nt � GJd W -1 L. _ me-re-than-ten(44)) a y s , of by 4 h f i 6 Ge and imprisonment, fo , ach separ-a-te-vi-el-atil-em-igach-dau ri ri-- e - --- -onto - e s - -I be --des ed-a-s b a .�,darate, offense. Whenvac4�--ems -ter$ —of—Public throun -one-(` its- - to ye e s , h p- --s-o n-aE- k �- le - o -f a -. . �d a-.� a a s �- rci le.. writ 4 e- -0-��-h- . et - _r -a � i�� - -�� ' �--�-�� --�, �� writ �� ° Q -G � � & � r �-� �-- 9'a 0 c 'l9'� d -a -- 3 8 i I 9 B 't1- - ` ",aP� ��j-�dA -'-�-ti 6 2 C m `-� �1 `� �' '�!3 +�F B C 'r'y —�,+ . -B,J G tkI� .�p to correct the—v-4—o——ti-on the -De - —nto-fa1ak ° -s _ -req t,-es-t-th- d 'e- eri ' Offi- e- `-Sim. ' --a u § df c m- n s -a ; � i n4 -to � d �{,l s T d , �- - a $...he Rath re of —the -- �, m - nit-pr .0 a r - k,A ---- se of 4 -hr rge to -the i of ato r. The su m -M -o ns and Cenialain- s all ire that the vi o I ---a-p-p af _c_e-u at -a a r U- 6e _ and -place —s — `eel —Mere., - n to -answer _ arid-defendh ,--h- 0-e . o `i--- - y --of n - ! s h a 3e se served L9ao n t Fe -v l-ater byoe-Sh-e ri V f _ c e _ i-n t- --, e--ender--p r- - i-d e --b-y . fo-r-t-h-e°-4- e -o a rim-irFai s u -r -eR-S. n -e (1) copy —each 1- a -,r ta- --b3heae i -O- i-c a n d -D -e- artm&- of- v 14c - one (1) cop 'tedto-L he- -- .Th6 3 � � r �� °�i� v � bm Tacross-OF .r r" Je �° a�- - � r -r t- 0-n.t �d• - d _ S-� �-ia � � " - h {� ' �g � 4 � "�� ` �; aF&T,��- i s-tt a -r es ' ns4bt -i e - the Ce n t 'r n a e ' te-en-fefeea'- - - p e*r ° e -- � of hh` e e#e . In the-even4h- c if d -o Count/ 7- ' , _-Gmmts d-aner-de e m i t-" r opri-a to , the :. ' ': -a-r-d c n -y a -p t Fa- e - Q-s4areo -- t r e - cte s -u -c7 '5"--en-e- �cn e nt ckit' es -fin N -:- R — rr&- i-n- c a -en-t-of49e--r a44 foRew _ thee na n- &i- 6--2- -0- ; C- . , for -a4&-a1s n ---o f �th6 0 i. SC%,_ m Re��e -n-of-- s -V- - � mm-i ;-- h-uid the --ate r.- ny _ ,�.�-b-- aq-e- - pro pe - �-ne- ill -to 1- e -b- r -te--- -rns of -any a s .; a e--imprevemments Agreement, h -s - -a -r -C - 4a' 6 he -A d Perm Y �rE.. 'b� uch-r- C7 14r�- i 7 may su b -j , e y _ Own car ---1h aN ; e l �� C---o-d-�� i -- ha �, _ or -any -other PAGE 13 2019-* ORD2019-12 ri hirebb r �L� b- i-n---C k 4kAction . In -h-e— � o • o— h- ' `ia Her ec . i•e }-- npran-elram-Lk abter ego abate or -re -ove-su -h vio[an— r 9 i. 0 d--b-y law E. Civil Ps -r - - es. In addit n -o-- y of -the p ration ofd-hts- W- . , he C u nt- c. rd-i-n-anGe rtire-s. r e &us- s, may-i n St-itu an - i-an-= ` _ goes e -M r 4.t any person -i-m of Corporato-n violating any such regulation, provision or-- ; -,�i h reGf-o-r-any provis;-o-n-erf t rt4c4 - be subject to _h ca-, of -the CountyCou rt, of -a -civil pen- t -y -1-n a _ n -a- ou-- ta n two h i n d re d f i f t y dre-H-( 5 )- or —m o-r-fi -e f 9 n -d -r -e- - cbl-I-a-rS45 00.0 Mt -414' r \A/i `9 1 F l +--�h - i o i� : _ h -e -G n=om o rn e e 4 e r ine---kMadat-h-e-r-to r �e -thy e iCI ; the me -i .�� o � � . a- 9 r ad ! Q tl 1 d Z ha* �a 9 m § Ll� `ate 6. 5 dre 7 af4e`iSSu nce-ter'- - rd er of the County Court, during whi-Ce ' °r a --ui a- gut ' uCam-F ty continues, Sig W -_-o` — eme'd a separate vi --G- t n -a II in accordance wi, h 6h -e -s 3u equen. p a ro 4 a a o -R` --- of4h4 s ---Section, be tn'e sub-j-ct of C -thuip,9 penalty — naa u-n-t-n-ot to ex- - 50.00 e - -S-uCh y -no- -v-r t- �-; s : - € . see an oo� i - ° l a i ti t 'I —?td 1 o f I tlzvf tl e p tin . The ep t o Fu4akc S- L 3 _ vim F rin4,.:�- - o -Cuct n � -io of ea --a-- cess 4.nat is the-au.,„of _ of the- c -C- rmi₹ to -n- are -fu -II -Go - j a nce W -h I �prooRf t h� r 9l e --a aer7�m--of-e�p=n�-�-- � try -C- -I fir Alith- rag i witQ" -- 4 BEMS el a Fr Issued _ Acre s carrnd4-}ado- s-oi` an Gauserfor ` Rsel-l-a: of-the-pecnoritt and r -- �� U i, in the re G of t h -P c p� _ *-h-e- _ �� ?- - �� o� r s� _ e�---a,-r.- � - f - -i S rron { - nfor matron. An , - s- e-- �t which the -Pei Cis°ter, shall •i-el-e-re-ci-von the ae event -an AccessPermit is no -refund of -pen -mil -tees shall be S Permit was--i- ued4n- De -pee,, ,na i-ss }--i-n ror or on the baS� -- i n- -rrect-i -far b l �t G rd i n a°a c ce s c''� rt i^e I a �'L��° ee s owner ne r S h S 4 t's-� n l�. � b' �� ." 'I,.�l-1 �a:.r1 l 1 g � �� 6.r �'d S +� . � '��I�-� . e�leY/ �+ a� �` i)' , the � property � 4f Ff�-�i , t�/d 5 f,.d' �� rb �.' 0 notion --any i Reg a 1� s s l o c -o r e . he -o wner si -l-l-b e given a, -(6Q }-d �° S n o icayo- of -e ons, after which the Cou- t , rn-a-yt -i- riers ac th 7 0 vim` A 9 -G i-s Lae ✓` s.../ 7 i 11 av ay--c`r u Z o -wa wi t f o u t a -n--ppFove i W ' e se ---s e rmit _ e equ vaci e -- far an Acces tan —--p iCeaan-d--d-rain-ate ecfaci-I-i4i~es returned to pre-exiStin-g ca _ n _ d-i i-o-np -b-I- . � �� h- e p; a r -m n= --e Public Works -sr -upon completion of an -peal or the t - - � appear pucsusant tC pro eCtion 12 -2 -1 -0 -0 -below„ cite d With E t '' to -t ,e -conditions 17 -4 —f --the permhit is approved, work -me -ay continue Su-' a ie d • l a jt- r t� -ate--b-= n-plete� � �e h -h-e d �y1nTeS 1 9 i� �� _ s yea 4: B a +�'1 �c _� 1 r 1-0-1"LJ E POLICY HERE DELETE APPENDIX 12-A. -WELD COUNTY ENGINEERING AND CONSTRUCTION CRITERIA • P G1 pp .� yy�^�; `a�q3, �yqq �!., .y��y- g�»� ��JLg (TIS) fig{ ,ppy�,,�q�_cyw,�, ��qg,_,�{.+��. pp�gq, 'q��p�,, yam,yF',�y ,,,c��lr p 5u O'_'r'a7'4�' �f—a F '� �c p tl 6Stu .A is4o a S s r� - `xd _ ,4o s i i e- f - of r g4 r F f ''2f " A-�—G-JL fi j °od ' HH .A .+ E 3 �.v 6 d 6 tl 1 c ja a p s e -d —d -e e4 -o msn ' project on the e loca! a ! and reg4 on -a I •t r an- ors a A n --s y is Pies �'= � this ,� Chits '4� f' �� .k�,� �' ' � � � y � °`°° �, � d� p�� , � u , }^ �t� ,� ..� -�, � r'� , '�'3 v� _ and. s ie s in � 1 h i s C i i •mss D 4� "; e tl e �- v tl r d b o e n s u -re C On-SI-S'-t e n b, p e —,, a 0, f a p d a r n R-cJ ny 'n u S al�d d flWjD -a ' a '. f C S S ,a-r1/4a; ac,6-- -resen un-g b S -- PAGE 14 moos ss4. nr_moroo arl n �;� a 7 �"y The 2919-* ORD2019-12 YJ /` f tri the. rO=, - - i in eq ant '-he-t a-ffi i -pis--a o teed--ion-a-p opo sd-l-a-R-- e—acti-an res-i✓d e s with he- -ne -Gr-1-a n v -i-&- - t ca- -e--app a n ° i h- hCounty-serving-4n a re\ - - -i _ y . rt-o d -e -v -e t - m n t -v evi, ' pfG-CS , ` I nel vim, ,�'y /'r e q �' p submit y .�.3-P_ _ g s y`'�'y es1 'S a v e- n norran �� s- 4I- rec u I ree t a a 5J�- -t-h �a - a ff �� , s4 rn-'` 'fir i f and. s i g e -d- 4 a _ registered- f ssienl t-i-ReeF--#- s --i-n4h-e-St ,- - ^o m _ - , piless--4 he -i d-- -y-au -i- n -o e -d am - -Go -p-I-ete a n d stove ab-T Be a c h-Tt -- ,--hh- up �d F i gu re -1-2A- 1 . -%U ' t� dl 0 5 !� gem i�'s4- �. �L � Y, rvi- leak-Het 1 Weld County Public Works test. Mt 14 Strc et P.O. Box 758 Greeley, CO 806$ . Pte. M73at% Fay, 97 3O4-6497 Traffic Impact Study (TIS) Requirements Checklist AB new corrtriercialtresi&ntial deitielearetit will be requited to submit a traffic study. istarnped and signed by a PE. re Est ed fr%the state of allataddi as a part of the review process, unless wasived by the Department of Public Works • Side i.;nforrt?atmri D Description. f Use44:es deratiat Cralrel pat, 4 4 & Gas Fall► , etc_ c SOcirs of ocea n, r: Matter of Employees Pe4enSat haul? route, ,y %witty map Site Plea w Existing Site Condibian ,ss��. .�tti�wt' n e ifiror,/k. $Su atiE t of Roads -ay dasCsiti tior and a descripton of study area. 0 A[laly sof Period -AM, mid -day!'., PM, 8fl ,tOt atuftIZNt y bbtng Trafftt Datatrafftr co -its, livei of service, sees, truck percertges, crash data: etc Future edit and (Impacts trip erteration-Ciaity Peak Hour trips by site d'evelopirent and Of Trip, Generation Manual o Trip diStribution • Shat Term backgrourid traffic and peak hours 45 -yeas) o tong Tear, backgroundtraffic dra.k. bows yeart4 0 vd of Service at protected LOS N to build out. existing traffic. background traffic grct�f o levei of S.enticeaentStc s4 dentifr misting„ shod tern. and long tern LOS deficiencies O $ern Warrant An&' > Ausiiary Turn Lane Warrant Analysis c Sight VA*dtsnce Analysis- ¢ at site entrar ze cc aitceSS p&t 0. Other irnmetsaidentity art( impacts to schoof bus router pedestrian/ bicycle access. or public transit u Mitigation: Destritit auMliary. foes t: s and storage capacity O Cc*rrectic, #. for LOS deficiencies a Correctioris for am acct de s lenc i o Signing & Striping, W= Pavement t Maiaterta'tce 0. intersection Radii for truck turn nyver'nents Notes & T toes '» &Ming peak hour twat rivivontints voltur its Kounb conducted within the previous 1$ months) o drip d'kTihutton (%) including added project peak how trraffic volumes • attreettertiSrue thiri future year t*.gin movement volumes s- tntersectlo4 performaroce existing conditions `r pycieet trip genersion c Entersection level of service :71 Conclusions & kw/oiling. Analysis R. pt-Wrg y � E x-i&t -g- ra The it i-I-wing- c :- a -G 4 i- qui-Pe-thee rest i n o- --a-n-u -d-a= -(-er C: -pmvi-a untud ; --r t _ - - ai o -- n -e -n- i re T_ - w study. PAGE 15 0 3 2019-* ORD2019-12 1.When t h e i-e--ef- rou-rns n ce s -o f the or g ath-ga-i - h -r ° - e rs presented i -- -a- -2a 1, _ the a--pp—!cant shall re-pp 'r- ri a-t.e--4 ocu m - -sue -n identified '21. _ When t i eoPai—s t u4y _ was prepared—forr-s -i o -o Fe x , or phased-. -r*ct-a-nd wa-s c &gnerg- r iz d, - a -B i-t-te n to -function as a "b ` or master -p-i--a-n- oc utu -- vetopme nt application -6, it m st include updates to the C yc o m p re e n-sive a n . (T-hese-types-of-s4uckss-recjt4re sco p-i- g-san& ≤ion with --he County i-oEto the: prepa_Fation+. Table 12A4 -Updf: -a- -ExSSt• Tg TiC Q-ginal Dort is: 2 years �rl � L .ath�,�xisting 1-- Changes4s4:e Original -Development Aece s _ changed-ar trip generation , 1 5% • A ;ems rs--d-i-cl h- - e and trio -increased -by 15% Am nom e n4 -1 �� -4ry and - ha-n-ge d- >2 years old-- 12Ao2 �C 4p �,� p Q t��1 ntl- � g "�_l.-2 .d Q„ ^-V-�- � �'9 C 6� 3 y r-eq- to 'J 3e n fa \- other N —stud - Am-e-nd-ment letter: pr-ovide--new4Y is counts, new-trineneratie amt l-ysis, meet all 'a ran —r o d"u s r1''vs t i s �s All road sig n --s, striping, die-t-rs, oar; eo-nform-to4he MUTC a- any -a t -a- 'ric- at n ---ate —i n lta tion r a d ht2 --g-t-h-e- speed Um -AT -etc.). Necessary s- ons-eq uen c e of the app.# ean-t an brr-c-a-des-skall--be in place prior to road -ac pr Wth All ro a c imr--o-ve e -$ n4 r [and d e ve l- p m -t p ro j e 9 s-m-uI i-n c o-rppara e a and s tr --p4 in ;a c- arch ice with is section. Stri-pin requIrS o-}-oaku isb a, `MMMMsc n -reads. Hoer, s i 64 -far -all s o rd'o ppiernent, as a ec The -a name signs, perm--m-ne amc. ad s , a n'dd si- h e r n--(-e:gg., one-way, no- parking, no°-outle --s- igP n_ace shall include signs eq -r - oun -road&--ate sg u -l- l ar-y , u sue^ �`, or war -fling -E e -i 6 ns PAGE 16 may-notmay-not be 2019-* ORD2019-12 ! signing and striping plans shall conform to the -most curie traffic control devices---s- Permanent signage and striping shall be complete -and in pla opened to the public for use. 4. Show the general longitudinal -location of each sign dizontal offset and station -).----- 2. Specify - 3. Specify the sign size. Striping Plan Elements - 1. _ ripe color and type. 4. All pavement marking ma- r-iat- Sept-ps+n c- Tspec-ifi cati o ns for water-b-ased-traffic-m f the engineer. 5. AU -p spe-cif-i-cat+ions. l de station —,a — d —offset or-d-irn sons, ll- terminations. 7. Include stripe dimensions. 3. Delineate raised median islands. 2A,72,2— y p�� -i t7-�\'y�Y ` -a U location of traffic control devices within the right-of-way or access ,roved by to installed -before any new road or access e -en CQN T R O L A R rent ss another material i-s m bols, etc.) must meet ati-en-sand l n e urban; access control is crucial to protect the public health afet , and welfare Article 5--o the Wild -co• n -c-ode contains the Road AGGe�� to mai-nt° in-s-m-ooth-traffic° flow, to provide road right-o-f-wn drainage, and to protect the tate, r-eg-i e-na, , PAGE 17 2019-* ORD2019-12 transportation _ weeds and - rte - -rang criteria for local roads, collector roads, and a#e-ri a l ro d aye s ihow--i n Ta ble Table 12 ...,2 M i n i rn-ms s- --pacing-C-r-i i s (feet) Access Element Arterial Collector Distance between interseetions- Signalized Unsignalized Distance between accesses and intersections •••••• Di—spanDi-stanoe between a ose p - o o L , roadways Local 27640 N/A C 1,320 660 660 I 1 -- X20 660 330 3,30 NIA 330 330 7-5- Access standards to local -roadway -s -s shad be -yarned by -b-ka=la-4 i re-ve-r-possibie, s - -aced accesses will b —g-i-ven—ri-oy. Shared access points or easem t -shall be a -miii- -u m -o - 5 rs e -a - --s-h-aal-t-c on ta i-n a €tea , wea he 5 rc Sway . se's knz3 .- � � Roadways - Ac -es s - ta n-da-r�. t -c lletors-a-r-e shown -in Table Y 2 AT -24\n n access o w _ dRt F&eeU n o fr-t 0 �`1�s' 7 8 r -4s 9 H perm i tt e d u n- I e s ��L �d ^1� �f E✓1 �� •n able , 2F 224064 -an access -or -intersection to a lower classified 4road1 is not feasP� s -s shall we-" M i un4ess--4-oan-b s h c that t - -d #i C ^ same A r rya "n -e rcels up -day -the sal 11e owner -h -u -id --n c4-be---�4.n-conflict-with local safe 1teguta -i r-1 Ka tihe additiona f be detrimen.t o- ;ruibkc health, sE e y, and eltarear;d-d-;41on-al mss is nece-ss-a-ryfra-r---effi-cien- k o4 -the property. cs ss stand aids onto ar en -al roadways are shown in Table 129 . An access or nertAt inter- _ -i-o n-a-nto an a 4ergal is not permit —` d e a- a rrd�s`YY SB .,8 -meets the -T-ab-l2A-2 and -does no re wi- --the-1-o-ion , plan -Ring, street s ysm---o r a e s s to e e- o p rka & e n'e-v Ho +:.- r ive-n - i- i-t N -c -m- r- tMn-o r ccess shall b . a l owed- -an -d- vi -d -o r to PAGE 18 a-c1g`PSWJre e s4 arr. "bd'-o °�S 9a -C. �� @ 9 ten -anal le, si re -a-cecs`ses t Po n r ,O� 2019-* Ord®2019®12 • re- - P \malu s 'h at. ° i ` g-o-nt- - -ne acioees: woLic r ---be n--eo --i-k-c vatg k as safety -regulations; n: -as ps-w -i not -be e 4I -r - -c a ktp , safety , and-weltare , a -n d -the -ad -d W i-on A -a cc h fi c lent -use -of the -pr- 6 n e E s e - - h g e- n 4e -s 5 - - rt-on arterials, s -s -o-sac---i-nig-ks _ i- m- -a -1--oc-h p s-s-i d •topog e a O- or -other I- -i- -H- mt -ti s as deteti - i n -b -De- -r e ef-Ru- -c N06 -s-.- e-- o'd - _ oe-s-s— M-rn - ; e - P“ - -ua4er-movement, or ght 4-n-riA8 : - e -d -e - ined way - =- -nd-1 HWA---ram ---a-n kr � 9- �� n - '9- p _ pt y to a P- - eahma y a n -d- e r to ; tl d s n,_ if iy7 � ., 'S,.a 6 B Y d..9 b L bL Od' �! coe-s-s - r� - n Pg t a e n -o- ' Es-diaoun' over —access - -b hway-o r i RtC "1 Wrrever b ; s- -A ed- -oGeswi ! be—provided--to—se—Rte _ two or -me -re c e-nt p- - -ies . k)- - --oe -are --o n-thyo- - o n pm a oo ss g-r.a ment may —be _ req u- e4 flAAAC- ESS---O _ S , men safe move-mear--fl-a ic-eil e -r ri an 4r -a 'p' d --n--ro- a- s -i- - -in- he -C -o- a-nt a r-e--oonfH ct o -iow . h --e u� rtes _ s -pa e-6- ' , -pp r& ` - r-a'-igt distances-.- 1 _ 2 Ll 16" LJ e f,��' K4c 1 y j f ',� a-�1-1?J/.- tGf-tt ll I9 ' cfal L FJ Arne s - s aThn- o 4o -We'd-- ou ty---r° - a- -m c = ne-ve ti - n t H h . or b g-ac ss ,roach-- kat gated th i- -be-- a- ne i-so _ t - t n , _ern -es4 e-ht- u n ` naa-m `3 an _ eo d ` a re trav`&ed- to ' _ when-the g-scri' e i s c[ og 9 'Y . in 1-i c e a 8 _ ate-to-the-edge9 n w, d U 6 4 Ge be Fes —than fs e n -y -e erh , entr - s ru c t es shan-naverat _ least -a-13' 6" me—sure—dmea-sure-d _ from the a oc-e s -s u _ fao e . Wh . n e- -s -s-s ---r 's n-ded for o -o n reS--o-r-}- - s t -i- l e,____th --as ss--Pa 4 1-i-thall- oce-r - . the tu-Ri-i-nrg m o° rn e-ints-of-an- c g -t d -v I cIepe& Th y .fo.1-i-ow-i-f- are the -a s-w-i- - 1- cress radii _ for -properties bagsa upon land use-;-- Type-et-Land Use A Single -..fan esidential r Approach -Width 2-0-r---3-0-feet wide Access _ P d -H -- 1 25 feet m4n-i umm- -+ eet wide 60 feet m --n i uwr bt pe, _ hall be oe a stiu--mod to -match the -slopes -et tie _ e -i .n►'g-- • -. -y cn tr ' -n d f s F 4c Y b k "�q �, s`t � s `o' s h e s t e e mr e 3. road--�. �� aoo. _ It- �� a :r�l�d o r than WF4. 4 PAGE 19 2019-* OR02019-12 a-t-ed meta-II u-pe Is - -e--County's rn-in i m u s Sze--mqui-r -e nt, and mini -mu covercove-P-0,43H be PI 221- esA1H cu ve s should be sizedte - c- v-e-y---f4ow- at e r biased -wan -4 - ce42A- 2 s h- -s-a Le a kac ce s -ppr c h . l )u_ 2t 2 Access Approach I 40 LI. OF 15" IA.-. CULVERT OR AS REQUIRED. RADIUS -� APPROACH GRAVEL OR \ PAVED SURFACE AS REQUIRED FLARED END SECTIONS 1.0)/1 LINE • WELD COUNT'S ROAD - SHOULDER EDGE OF TRAVEL LANE es 12Aa5 ACCESS SIGHT DISTANCE A t haste k' S; a GCeSS t . n o-� �nty roadways, si i i- , u y- -P-i esSe t -4- protect the to ga. Sight distance is the -length -length 0f reawh-at is early _ \Aside to t.the driver, a nd is 4 g ht of thy—r-iv-e-r's-e ye-- -;b ve thero- d s u rCace-, 4 e specified object height above the road -surface, a-ncl- h - of s i g -h=- 9-s= rus-ith- lin-e of s ig-h-t -Th e minimum sight d- s- -n -e- a-v-af °� -e an Iw „ B B r `r to Ea fepiping at orar e- t s -& eed to —stop -be -re r ae -9- a stet, denary object. _ 3 Kyevaluating the eve - al -1 er-re-n cc o-a--ree-dA a -et-h -e h c Fin- a�-d i e - si i-s-tanGes should be 'an-sidere-Gc--V--Vbi-tn-ite - -uch as weS., ace -near -h r an ,-04ns. de.Jaa , e� -an-b le J d a y th -ne-d- are too cI ma rya--i- ave fi-e i nt distance he cu r- ed-roadw a y to s op-whe n -a --ham -d _ a -e-e-d de--I-nes the nirna- -E e locations to - , ,- m -rents a n -d -t e fic ' G l --c i t n -a f o h -ate � s ma d- . n of SGGOSS ad 'ays with _ the intent -of pro c4 n apee' s a�► �r , , an -d. 0onti n -u -a traffic me mee- -I ar-4 -'of the±tAleld C o ty- n -e -e -r - -� n st-ruc@i-o-n Criteria al s d4sw -- o -mmo-n-o--b-s rri o ass -to *t a d --u e-r-cons- -d c �-s-- 1 wo 1 Vii" -°s ` ance a -c -at4 ne F o feet above-the6 oad s 4ace—a n -d -t1 ob-ject u -e-The-I �B j ,vim r _ n ce^cal -u n s, t h -n-of the---dr- -r3 s eye -is -considered to b -e--` 5 i-s-considered to be 211 feet--aEle-ro -d. s-- own i-n- b4e 12,x- 3 s h-aH b a d -j ° e s - n -g e e; 3% e -r -g -r .. pia — `a. PAGE 20 2019* ORD2019-12 Table f t-laistance alone Rea fVlinimu i-ght Distance along the Road Rested speed (MPH) 1 25- 30 08 g -n sight distance Minimum sight distan-ce- a , z 150 - i 200 150 -1. To calculate sight distance useddthierls eyes off. 4#ve s -eye --shah re-as-su ed to be at the eente-41ne- f 4he inside! 0 Horizontal and Vert° l 40 45 250 325 5_ 400 225 Horizontal & Vertical) 475 550 a25- 5- 400 45 -9 - the cun-e)-feE mews -u rem-ent pu L - e MOM Table 12-A-4 r r 650 725- 8%-I ��- 6-2r - the proposed access4ocation, a he f 3.5 feet shall be -y - .p ma s. of 3-5--$e.e-t _ s -h-* --oe s -5 --feet back fro d speed for the deceleration lane and the posted speed at the ena of -The ac r n -1 -ne s -h -I-be us-eeL Roadway Grade stment Fa -s, for-Roa aj --G- a- -- ent FaGtors-for Roadway Grade - Upgrade 3% to 4.9 % 5%to7.5% a t • Do -w n -g ra d e 39/0-4o-zk9 % PAGE 21 V. Factors • 0.90 0.80 2019-* ORD2019-12 g'°'°to7.5°A the is -ae re S -sue by t! s-pe ig�!- e i-c ' e to a� a o —o n r o �� l '" f" -�"�.m'S:� . � . � e t � ��- ��s ...�f"��+�*� h F �'�"r� eco m e s v i-s „g to-pp-i n g i;g n- e , s the -sum -of the o-ra-kjin-g-dist-an-oe-an-d-the -reaction- i a- 4 -1 -ore it -ter aI . tw en he-. h+en-th--ro dwa n- the to t _ the e driver a -the _ drive—r---r—e— zss4h- - xi -n -of4n evies the e bF le-s-\ ,--he a,� ,i -re- he in-- i speed and the -coefficient of fr cti-o -- we -th -- rode, -e--roadwa $ -- ee—tc„ - -- .c n g- '- '- nrs 'stances for purposes of-''' e.s4g- n-T� :4 ,As5 -provides-the a'�^� 9 a � s, � �� a 3 �, e � ,� �i� a � a �°� a a 3, r: u -- ' iFa0- �--sty p-ing--slg, t - ista--o-Prs�m i t3 Fo -��„ -sit�ith gr 64 e -3-2/esci-ri-no-case that! the stop-prce t -n as-- ee fied in Table FOF- - -des in excess of 3%, refer to--T—able-1-2r-;F -r- -o-p g sight distance oatouta4ons, t. -e ---he ig t of the o j eat is cc nri -e-th-e, road surface, ap - e --C ou rats _ ng an ri arli 0 9 ,iadc ry e-=i pie —v , - ; - 634 . r or --a i ion -sense r n ing road"e"L n._,sJ'nda 'topp-i"a a s: " mat �o'e- -Tab ra b. A-5`'ate Design (MPH) 4-0-- 147.0 Stoppin Brakeari-ction Distance Braking-L-innce on fkr-ft)-1- Stoppin eit Distance Level (ft) tee6 6'e„s 91.9 60.0 30 110.3 5-0- ,2 P 2, 240.0 . 9 196.7 F- 300.6 220.5 Gni 34-5,5 170.3 1. Brake reaction distance pre -d -e d on a time of 2.5 seconds; dece PAGE 22 200 Design (ft)- 305 2019-* ORD2019-12 feet/second used to determine calculated sight distance. • Stopping Distance at Grade I tremniwonii g Design Sp 60 Downgrades D- -e-s-1-6 Speed (kti-P-H) Stopping Distance (ft)- gsver 9% Upgrades ft -)- Stopping Dina 3% 173 25 143 2-OS- 21 30 507 40-- r 686 60- 771 825 891 � 70 -(- - -M- D- � -' -o e: . Jade - I r � �s � 140 184 179 _ I -- 405 t 38-8- 53-8- 1 51-5 690 375 49-5- gal g a��n s- rested on a g-ra-d-e-s e ep than -3 © , e , bEa kk nom e-aeeun t toy h-e-i n#i as -speed -and c oe-f en- ---o-f - f # c- -o ni-bv --s-h o u l ei also -be a d s-te4 V he-pe-F m -g- de _ (�o4h-ap pr0va s- d 'roan& — J irt3 &Im ,- S h - peed- ora- a -k 1- ent-must-pi:GA9a- e for -thew - m -u -r -A -s= d-esi-g n s-pesd = a14 -p tnt-s--a! on 4he--ro-a, .k -n-- add -ate- e-ld-es o -g -n- -us-ake--a-nte--a u -n4 th-e- as bI _ i-a-ty at � a o n - ro e F �- f .� s, a drat _ roadsl4e-en cr ag h ie-nts . S L d i-s t o -- on -i-zenta4—Gu r -e-6 i d° e _ d-- - t ri achaaecfra o h --inn n e r e -g-e of the p-avem e -n ----to he-sig - - s -t c a -on , forv,. 4e— -v PAGE 23 2019-* ORD2019-12 F I -speeds. The posito- -c 4h -- -„-&Gt sIghte s � ado be t from -the i n ne e- e---cf-t-he -- n° , v - be -s -t- t n ee-ei- m-asu= d [ rig-- -h-is arc. n s i- e 1 i 1 '1 -- -s4 • !.:stance 4 tar' 4 r a d- v{ r 1-`�.� �`"l � � w• t. 7 49 offs -1te-perceivia-h-azaaaong the roa4w a , re-cogn ;..e -is haz-a-rd, seiect a -6p -{o-pPie Q spee--n-pawn co m p i e to t h e re q; ', m a neuver .. S 4soot a9 i! pal 3-9 �v?-jet s t • �.. on this d,ei-n-i4i-o- 7 e c i s i-o I -ht d i stance values be greater than -stopping -sr l nterch-a—ages an- where u n -u —a i or u n e xpe aced maw. ve-r ce u -ec , and ch j _ cti o n are -examples g-cci-Q n s--vth. re -de i-c n s i g nt distances gay be ex -am -Ties of cations where -decision sight distance v -e4 -rn-a-y- rg-r-eater than -4n h.e-ez retamt. p ea c-s•oe Chapter 4--c $ h —Ws Ic ` E �� e-nstrw-st !- - -O r- t a for a d4141 a n-aki-n--errnti-on a beitt o e c I s ie n- g#t- s -tie during--readway d'as s r d . bte 4 ��"�a 7 4 �i�i6 �/ V , /C . salon Si - ,� Design Speed (MPH) _ Dee -is -ion Sight _ Dist eet- -0-or less Decision -Sight Di to aE Avo-dance Maneuver (ft)- 40- _c- O - 220 490 450 2 690 [ 600 715 46-5--- 910 70 610 1,150- 750 1,030 890 r 9-9-0- 1.17 5- 780 1,,110 1 Wh ere: Avdo-i a' ce Maneuver Ansta on-r-wzal road --(t-3.0 seconds) 174-4-5- ,275 Avoida rc e Mane —we -r- - p on uthan-rte seconds) Avoidance r Cr- s#-oppe a- -h -i-re- -o-n change on rural re PAGE 24 (t=iQ.2i=11.2 sec) 2019-* ORD2019-12 Avoidance Maneuver D- stopped/path/direction change on Avoidance Maneuvar- nx;heior 12A.5.6 Inn- rsecticn Sight D-i rod (t-14.0 14.5 sec) te-r-s, n sight distance -is the _ elis-nce-re -utred for veh1ces4ee- - raffic and acco rate to--�r he-ave r e ru nn-i ng s peed. ---The n- r -o n s - - -s- a nshy-be s -h-owe-i-n Tabb. -i-- - shall be aPranb -r a cte--s ig-ht-cl-i$-a nyc,e-241-ong-both- a japm - �-a-n- _h at h s- i e at -an in-te-rasesgtioin4within the r-i -ht o wa )-fra-r-dstances u _ icie t t - i-l-ew4re--F - a4o ne-acihn }mutaR,`��o-s at h e inters-ctio r-,4i-s-i -h i-s- ; rI a n -g i s --a -u- - -e--with-in- h e as c ring i-t-of a y of a sight --grm. -fi 6.4 -t rsect n Sight Dist — —nee - J --r-ead-- P4 ost'e -Speed Limit (MPH) wwN.tlimnYMp✓ur.. 20 25 35 40-- 50-- 55 Intersection Sic Regi-red Sight Distance (ft) 200 350 425 - .ql-n �--e- Clear ;-n-e-Length Left 4\ 108 448 Clear Z o n -.-Length Right 101 188 129 229 500 269 5T- 650-- 725 PAGE 25 390 157 184 4 242- f 239 267 2019-* RD2019-12 ��j �tl {9 'S 11-r ��-�refl �f C REOU;REO S%CHT DtSTA.'4C NOTE• CLEAR ZONE OVERVIEW (SHADED AREA IS TO BE CLEAR OF SIGHT OBSTRUCTIONS FROM 2.5' TO 8' H. ABOVE THE ROAD). LENGHT VARIES BY POSTED SPEED LIMIT. REQUIRED S%C.HT DISTANCE ��` ' p_:av}. v o li � ��y`,� a G'ds� Sight D i s ta�?C}�{� � o ¢ s,—��a�yaL�V1, (1 ��,��/ 3n+�C++r� � `/ fb41 tJ S EDGE OF TRAVEL LANE Roads -should not h-ve ir- -diets between a ngulararea-ass- - n--quirsc- EDGE OF DRIVING SURFACE (FLOWLINE) 40' TURN-LANKS POINT OF INTERSECTION EDGE OF DRIVING SURFACE (FLOWLINE) * A -u X H H - nas-areu u- in-rn-a-int a 6 n in g o s` f et3y , v -c- 1 -ow, and -op n of- -a-ro y •ar-access. When auxiliary !2 -S are require Qo-�w-arranted by n titan obtained deveIo €n4-reie- ms s the-, i- -- - nsible for d -si nn T-ncv -iaufth- e et 11 htt- P,may to accommodate te-iLe - - - AuxUi-a-r n, es are ; -r d - n--u-pi ue location factors (e.g., rGael-way-spe-eucd-t-rafile access trucks, the idfluonGe ne-a B- ® acc s& e istt 9 a'ux o - : cy'-i- - es ---ova he pc®' S d -a ss a -r- =a -e c cet-ce av-a- - PAGE 26 2619-* ORD2019-12 stopping sight distance, and other topographic or roadway design factors) exist that determine the need for auxiliary lanes. safety and operation issues. These include the following. necessary for vehicles to safely and efficiently enter/exit the roadway. b) Any locations where conditions such as horizontal or vertical curves and sight obstructions exist and cannot be removed, and may negatively affect public safety or traffic operation. Auxiliary lanes typically consist of one or more of the following: transition taper, full width auxiliary lane, and storage length. The use of these components varies based on the type of access, through street classification, and site -specific conditions (grades). Figure 12A-5 diREDIRECT TAPERS eison REDIRECT TA DECELERATION LANE TRANSITION TAPERS DECELERATION LANE ACCELERATION LANE TRANSITION TAPERS Auxiliary turn lanes shall be installed on collector and arterial roadways according to the criteria below: wired for any access with a projected peak hour left ingress turning volume greater than 10 vph. The design elements for a left turn lane are I gth—which in combination make up the left turn lane. • css turning volume greater than 25 vph. The design elements for right turn and in combination make up the right turn lane. right turning volume greater than 50 Kph and a single through lane in the direction of the right turn. The design elements f^r n rvrh� �,.,.o�or�+,,,., �,.,e ,re +►,o �r�ne+inn +��or �r,� �,,,,e�or,+,,,. length. PAGE 27 2019-* ORD2019-12 n A teThtL P.: and operation of the roadway. A left turn accel acceleration lan . ou1d- ntecere with t -he -lam with the rounded. Tra sufficient length for a vehicle adjus.ed for a of both the [we and transition taper. The length of a transition taper is the width ohe Il e n ri i g, i rounded. i Farr„ ilr� hen i4 the safety at-req u i red when the o any other access. deceleration -lane a-nd transition taper length, see d in Table 12A-10. The ld transition taper is Table 12A-10 provides the median, or other redirection of is -necessary to a -cc. re n ocizonta-I curve Int of all tapers shall be -10 shall be the values II be uired for travel lanes shall be installed in conformance with Table 12A 10. If the A-ee'eratian/Deceleration Lane Design Criteria Posted speed limit (MPH) 25 3-0-- 35 40- 15 50 55 Deceleration length (ft) 180 250 310 370 435 500 600 Acceleration -length (ft) 190 270 380 5x50- 760 960 Transition taper <ratio) 7.5:1 8:1 10:1 12:1 13.5:1 15:1 18.5:1 Straight taper (ratio) 15.1 15:1 20:1 30:1 45:1 50:1 55:1 PAGE 28 2019-* ORD2019-12 r able --1--41. -an-aux I -I, -n- --c a b -cam mm i-n-e-d--bthe i n aoc eaf These -Is -g -t s--- -re mss d-- n _ the -average Ie gT--- -T- se- -r v T e Yn-d- th e .ti -m- to ;u -r -n-g-‘a c -des- e r B u r. FL 4e -n n -tor buses,-alg-e-r true; � s, -n e -- at -a e _ aic1 --m st e ---d e` r I nedcandd---s u -b- it ed-tom-e-- oun4-y4ar-re-vi ew . Ta-Ne . - -1 --e k --y Lane TUtileni gage Length- Aury Lane Storage Lengfhs- r Avehicle-S per4Iour Minimum -rag-al-red- storage length (ft) 30- -59- 00---100 >100 25 1 40- 59- 3 100 The -bas -is --f s i-g- i ng h e _ length of reg ut t - -g-e-is L��I�tl 9 'RL s 'b� �d] A•ca9 'C7 i �'9 Y �a � h ~ 97 _ 'thout of ng other -move C ! 9 r #s . Wfit' the -Fe -au -Fred o age Length fo-i - -con- o41ed intersecti —Pat i eq- u- -d -al-c -d - arag --I e g -t ohs foir Public Wo= -I--d- -r- i nes g,.h t---m..migg in -n -u -n- e -co nd-itI o n, t h -- -n -u -ofage-i-en --h- 9 _ be -based om y A a m um -storage , _np i° ` -- s `h a a{ 59 -feet d tl e D @Q, J ��d A� � e,.:�6 d a n 2 �.Y,v 1. . 12;A\o6o g1 rr U -a- FL-ane- o Sias — The fol Iowi-n -are-r i�-I- - n8ar�-fog 1. No drivcv � Y d be D i i 1 tl ate d % i- � 1 c -grad 1 s4 _ C, i o n I -hc =�=tTh - a -ion--Ofr---c —If the ®.��-n--f c -o- I o r b —mean arrival -Fate, au<-i ka-ry4 11 — r a n e-, o s a s r a ss- ne-o r ---gym Oe _ ac4 e -►n -t p repel 3 , the-- ! -may -re uir e the a--lc-an- o - obtain any- ,a e s s y _ I n the -event --an- - - -ns s ---e ru te-d---Mtb-i-n 100 -feet of--an---a-e-r- -k- rE a4 tflte-s-ec-t-i<<- I pp -k ant--i ,gin s 1 I-e4-r--d-es -g n , a c -q -u is i ion -of -r r re 1 tea , i e- �.asra ill V ills e s , c n-str E nd4basn ti >Lte-s-uc h I ntarse c t i . W - - , '' i -k - -';mss, tc- s -h- -v . e -et ye urn n -th-at - c p , F4h '--e-n- 1--- h -o f c -as�i-G . g c l --f- '- t - • re- i u de-wicie Ping, a -cot -n -G-u -s-- x• S-us4 e --tug ne h a I I be -co n -st=un -true- l between -the -te -e- i G n s -ta _ km- -ro--ro-adw a —eon ten off ---and— a Fei-y, atici _ tc---= p —a m -sr G ont-i- ,►-u44y the e clued -�-� - u 3g n --I ane- - ave-300---feet _ or one "( (w-hh -s shorter -)--an ,;-s-5 ` - -4- -u' a nt-st p� ee�,�-v to PAGE 29 n -e4 2019-* ORD2019-12 5 1-f re S lanes must is De rec 'a, 7 is given first priority —Where a left turn lane is installed and the travel irected, an overlay of pa d — ti-,ng structures within the County right -of- s, ano part of the new construction in Weld 7 odifications t County right-of-ways. A om Gravel of re WI be permitted for individua r residentia access or ggregate base course of equivalent mate-rial from the right-of-way line to the edge of the traveled roadway. 12Ao702 Access weatheir, a delay of one se L avement may be allowed, de designing t or across O v pans, or other elements so4 road will be constructed to assure that water does not -u -n onto f tals and the so creation of a alterations of the natural flow of water across pri-vate properties. 12A070-S-tructures Structures Inc e uce, u- are no ImI ec : fences, trash cans, gates, mailboxes d on the traveler portion or --Jest by the -t-ed in the public road right-of-way only Department of Public \No where they do not create or into e with road shall be located at leas: om the edge of the traveled way— , decorative items, signage, or any other hout the property roadside frontage due to thrown snow and i-nkusions PAGE 30 2019-* ORD2019-12 f -ntl s -n- -, e3m _ ova --ac #vide n -C o u-Rty --m-- -ned ro a d will not ca- h --r pan _ . HH;H N - if -the USE; t- -n-e ts-tir 'GOSS tie _ C u n4 -y f y _ th _n. e s -or use -of th G-- 4-y, _ a-IR--e --Ac c isPermit-may-be--required, in d c o' -c -with Chapter —2 x l [c -le , ,'- , -+4' l' a -'C Q i-n-' y -t °o4e . C e ' ni' �.r�t" - acoe s --o rr-p op r --a-y-'d a C t—ks n -fie---➢ Pr the a m u -n -t -r . +. - o--traffi-c, ,rao ft e -k-k i ca 4 i-o- e-, or- tp-e_ of a a mess ex -pan -6'49n -on of e x -s- ti n g- - su s ; e- anne new-pa roa . km -it A0 g -road- --oa-s - - .h-wH- - c lc-sed after -being used for a lima3 e-consitrad � Gent - --A-emp—Gr aoGe ma minimum _ v- -- fi c safety - paration- -1-2A,40-1TRACSC Traajaki -pa e -q- em `- t re t c-Py-a-G se -8-1-2- 41-n _ at -exceed -twelve -ra-n4e-d -on I y -if- e to m-po-ra ae s-�e rements e onto -u4 h-hc road f 5 s . Temporary cac g-C-ono-roksh-a -- -used during construction un- anon- t ac g control Fs n- - -ed a- had-a o ns n u Lion ----act Zvities . 1-2La1-Tn&k n- ri tr&- rtgtaer_ a }� esseAchan 20 p -h -N Po r -a a. c- a 4 dstr, -64-re tracking ehid -round `Jr h p/d -10-2-049-50 passenger Vsh-i d e -wt - i-d$ri Goerhtr -` fie aviria's6: R-upf -r- rackk nQ- i kreq trsmen s . d s{moo s-/- : o-As'o -mss- Ito g ra-ktel-meads-- -s . .r &-- a -t-- ea- ba- -r c o--1 c e s-- mo ved--road- nelg .de -s 100 ft of road--ba r AzoostEr asphalt. J y- --roar e uSs _ recycled a s- lt-o-r r p�rd°ac s CI 4 o—AGGe-tom ved con-roL av4c4e--a-4 --a m-n-i- --.um-of4OQ t of ecys - - -s-haft/ roa -d-se OR -300 ft-of--asp-halt. (Surface k 1p ro v -n s --des 4 a -n 300 ft m a y d sits kdo ld- mh1 are4h t --1- -round- of ri-ps d- -(t-a n- r se i-c e )-or r -o -r --s tern --50 row --;\ n e - V hide-s-tri-FJ = PAGE 31 2019-* ORD2019-12 o-nto g-rzwekr-o : re -u i res a tracking co•n ro l-d-evice and -. minimum recycled a s -p -h -a It o -d-base . o ---AG ' cn - p-averd r-oa -sq-ui t s both atracking-co nt-rolav s-e--a-n d 00- t c - a tt- -R- f , - 12A —tit , 2li -t?''A tom. lfr 4 g �/ uJ n o �`_�11 cis -i v �, .� u r v. ' A ' T pq\ i or other -m potential -combined Cattierau rds. Asp -halt GEC Mai a v-i n - man e2-016-5 ) nit a- J f s A `� .P� t- ear -i --i o- -u d 6�A tt G L' c.,s� Y a.� y oea c ' 'i D t ''c _ 9 deva c er s�-3 4 7 be BE IT FURTHER ORDAINED by the Board that the Clerk to the Board be, and hereby is, directed to arrange for Municode to supplement the Weld County Code with the amendments contained herein, to coincide with chapters, articles, divisions, sections, nd subsections as they currently exist within said Code; and to resolve any inconsistencies regarding capitalization, grammar, and numbering or placement of chapters, articles, divisions, sections, and subsections in said Code. BE IT FURTHER ORDAINED by the Board, if any section, subsection, paragraph, sentence, clause, or phrase of this Ordinance is for any reason held or decided to be unconstitutional, such decision shall not affect the validity of the remaining portions hereof. The Board of County Commissioners hereby declares that it would have enacted this Ordinance in each and every section, subsection, paragraph, sentence, clause, and phrase thereof irrespective of the fact that any one or more sections, subsections, paragraphs, sentences, clauses, or phrases might be declared to be unconstitutional or invalid. PAGE 32 2019-* ORD2019-12 The above and foregoing Ordinance Number 2019-[ORD #] was, on motion duly made and seconded, adopted by the following vote on the [Notarial Date] day of [Month], A.D., 2019. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: Barbara Kirkmeyer, Chair Weld County Clerk to the Board Mike Freeman, Pro -Tern BY: Deputy Clerk to the Board Sean P. Conway APPROVED AS TO FORM: Scott K. James County Attorney Steve Moreno Date of signature: PAGE 33 2019-* ORD2019-12 Publication: June 5, 2019 June 7, 2019 First Reading: [First Reading], 2019 Publication: [First Publication], 2019, in the Greeley Tribune Second Reading: [Second Reading], 2019 Publication: [Second Publication], 2019, in the Greeley Tribune Final Reading: [Final Reading], 2019 Publication: [Final Publication], 2019, in the Greeley Tribune Effective: [Effective Date], 2019 PAGE 34 2019-* ORD2019-12 Hello