The URL can be used to link to this page

Browse Search

Home My WebLink About20180523.tiffUSE BY SPECIAL REVIEW (USR) APPLICATION DEPART\tFNT OF PLA SF t c ' n.N 1 r. - A,VENur • GREELEY, CO 80631 w'cww welrgov.;. rr, ' 97C `; ,ttf t f Kt 654 ' FAX 97C4-3#v49B PLANNING DEPARTMENT USE AMOUNT 5 2500 DATE RECEIVED: 10/24/2017 (MH) CASE # ASSIGNED USR17-0055 APPLICATION RECEIVED BY DA/AS/MH PLANNER ASSIGNED MICHAEL HALL Parcel Number'. 1 _ 4 7 3 - 3 3 - 3_ Address of site* _0 0 _0 0 4 ('P 12 digit nunt' on Tax ID information,,�, eo.�Obtainable at iii w w t\ -ssr € r corn* Legal Description: PT S2 33-1.65 LOT D REC EXEMPT RE -4994 Section: 33 Township: 1 N Range: 65 W Zone District: Acreage: Fioodplain:OYON Geological Hazard:QYON Airport Overlay:OYON FEE OWNER(SJ OF THE PROPERTY: Name: John J. Vandemoer Company: Cherry Knolls Fatats Phone #: 720-490-2608 Street Address. 6791 CIRCLE DR Email: johnj@comcast.net City/State/Zip Code: WESTMINSTER, CO 80031 Name: Company: Phone #: Street Address. City; State/Zip Code: Name: Company - Phone # Email Street Address City/State/Zip Code: Email: APPLICANT OR AUTHORIZE Name. Dan LaCoe / Bob Frachetti, P.E. (APPLICANT / AUTH AGENT) Company. Phone #: 303.356-8043'303-995-7800 Email: daneca�sc:,istnncoin ronirhac t o ' Street Address • 20905 COUNTY ROAD 2 City/State/3p Code: BRIGHTON, COLORADO 80603 PROPOSED USE: The proposed use of the 178 acre property is an agricultural (AG) complex including: a livestock barn and indoor show arena; outdoor horse rodeo arena; a community center, community park and playground; a biking, hiking and horse trail; community garden: and a family -oriented recreational vehicle (RV) park. Approx. 130 acres will be actively farmed I (We) hereby depose and state under penalties of perjury that all statements. proposals. and/or plans submitted with or contained within the application are true and correct to the bestof my (aur)knowledge. Signatures of all fee owners of property must sign this application If an Authorized Agent signs, a letter of authorization from all fee owners must be included with the application. tf a corporation is the tee owner. notarized evidence must be included indicating that the signatory has to legal authority to sign for the corporation. Sig Owner or Authorized Agent Date Signature. Owner or Authonzeo Agent Date Dan LaCce. Print Name Bob Frachetti. P F Print Name Rev 4;2016 DEPARTMENT OF PLANNING SERVICES 1555 N 17th AVE GREELEY, CO 80631 PHONE: (970) 353-6100, Ext. 3540 FAX: (970) 304-6498 AUTHORIZATION FORM I ob Caoc}N '1 represent [`-�1erY n�ls si r-i-es. 1,LP for the property (Agent/Applicant) wr r) located at Lam 0 \NA/3 BcitioQ.7 LEGAL DESCRIPTION: SEC 3 TVVN 1 N°rRNG ( S 1 t SUBDIVISION NAME: LOT BLK I can be contacted at the following Home Work 3 -- °MS - 'ROO Email: etVi The property owner can be contacted at the following C 4 410 -�� Work ID a') - s8 Email:iot-,r j v 13Ci norn,cf sr. pet Correspondence emailed to; (Check one) DATE -, OWNER'S SIGNATURE 44- ® Agent/Applicant ❑ Property Owner /6q eeer , Please include a typed self-addressed envelope MUST BE TYPED FILING FEE: $50.00 SUBMIT TWO COPIES Mail to: Secretary of State Corporations Section 1560 Broadway, Suite 200 Denver, CO 80202 (303) 894-2251 Fax (303) 894-2242 For office use only 3'm was LPL: rt^�i�LT -r s Ur .Z r 2i 1;1-'1 d I. REGISTRATION STATEMENT FOR REGISTRATION AS A REGISTERED LIMITED LIABILITY PARTNERSHIP OR A REGISTERED LIMITED LIABILITY LIMITED PARTNERSHIP Pursuant to section 7-60-144, Colorado Revised Statutes, the undersigned partnership' has approved this registration statement in the manner provided in its partnership agreement or, if not so provided, such statement has been approved by all of its general partners as follows: P is CHERRY KNOLLS ESTATES GENERAL PARTNERSHIP The name of the partnership ff different, the name which it proposes to register and under which it proposes to transact business in Colorado is The jurisdiction of its formation Of other than Colorado) is The street address of its principal office is 8791 CIRCLE DRIVE, WESTMINSTER, COLORADO 80030 if the principal office of a general partnership or a foreign limited liability partnership is not in Colorado, the name and street address of its Colorado registered agent for service of process on such general or foreign partnership is: VANDENOER .]f1HN JAY Last name of an individual or full name of an entity First and middle name of an individual 8791 CIRCLE DRIVE, WESTMINSTER, COLORADO 80030 Street address of registered agent named above • I CHERRY KNOLLS ESTATES GENERAL PARTNERSHIP LOCI Name of partnership B eneral Partrit JOHN J. VANDEMOER • As used in this statement, partnership refers to a general partnership or a limited partnership formed in Colorado or a foreign limited liability partnership or limited liability limited partnership formed and registered in a jurisdiction other than Colorado. If formed in Colorado, a limited partnership must first or simultaneously file a Certificate of Limited Partnership, and if formed elsewhere, it must also file an Application for Registration as a foreign limited partnership with the Colorado Secretary of State. a.oa►oa T A 1114lr1124(4,551 ka 1x41 IX rt I 9-3.rd lL1 [.1x.7111.Cf S Gl YClgl ax3a 411.2 RV. 1191 a - 0. r . a r !1 . , , ru RCKVs ).S9' 1.51 S am 1nU C 19tih3 rf rl. IKMd 9y.1N tl 1tla -1051 II_O n 4415151E a 11606L.E. 70K 70 MC 4141'1 01 1[0011 Pa9Y�11* ! ES, ( y11 00 RI r :O A ^1rr p1. n IN CT. 31 ErInAhrr 391.1.1-3 ECM slb A ncEp d sK [..014 .l 913111(17 4 p( 01(0-1. C, 1- -Ill I1AOF10 rr:..!. LW 0-Ill'o 41119. EN kw.IX6 4701 1 11111.111,44, 9� 1Fo 4 ma 0415 31PrFrIR+ 3'VI' uO •SCaLFY tt"LS1.571 o sr. V, LIE 97 WLT ls! .r. P59 5.LR AW 109 W]. rr [sal 14111Es 1515 wt.,* _ .45.4 IF x15 Irt1r�,L�,Y.151,1.",.e.:-4-.., �Ynl,o.5•...1151.r,.... .. ,.. 15(1[..4. 141 _. r..w Rors le 0, Lair,. - ILACLIt ...III 11 Grid 1414101 CARS E-5.1>"rCf1:1..CPin r3EGC9RC[3 Nsh 4511.1 736.955-r 191.. Fla LEEI. 14,4II DEMOS 351. r.LS1-.1,1.7 FEET: pnia CR 015111[5 PYC'1' (1010] 311111: Igler114 0(1914 Y]I se 4fay 1111; I�C1 11010Is']]Pn41[. - n'If,Ksrx .•119144 Kelm 50 LS4SIS trill' 415r•II, 117.. ra:1. GI 1LPSE1 1115 44112.(1 M51.15,1 F11 4 n Ka. 0151 Y .9515 YR LAC GA Y SL4 Tsa1 42 ff E.4 91t'W1]]. a.5SE q,u N 14551 w J [1.11 44ti r :fr Cr s.ra a4ra1 a.,. prs.nw-r of x041 rtll'lo INNlsarl Or 0414551. M sar s co-. 571, a CAMP.. Nd4.50'a 3'E -- 52190.2P 1.69'50'43'4 -- 5130.5? RECORDED EXEMPTION NO. 1473-33-4 RE -4994 PART OF THE SOUTH 1/2 or SECTION 33. T0wNSHIP 1 NORTH. RANGE 65 WEST OF THE 5TH PRINCIPAL MERIDIAN. COUNTY OF WELD. STATE OF COLORADO. I'll�llllflll!'!ll!'Uli'111�1111':It�l'.il'IU `\b 9P,yo, 20 u 25 CR 4 27 33: ar I LOA 4 41751111. CR 2 1H rr. (E..6131. 9YE.) 5 e a• 3 VICINITY MAP SCALE: tf = 2000'_ 3i & q 0 MAP,. ?r 4 ikv-A I b �59H1111 i1 CPR. SEC. 13. R651 [581512 La. 9[BN ! :N 151.5. As 4]14113 OHIG WELD C'UUN11 ti 1 , r.d9.55,11-E 563631' LEGEND: Ei0r4F 4oprt.x [41501011 AS 911551 5Er Iq 5 (1444*mma 9(114 .ls 11301 con. $00' OIL/GAS 454..1, 511E DRILLING WIIr6G.VS. I • s �TYPICALj I‘I4 P� 105 ADAMS CO'L<NTY CL. `14 914. i1- + ) 400' S ORIGJNA( SLAL£ r" _ 200' O 1W L O I ° 1 �.�1 ACRES+ 17 WAD,' lcarOri SELT41.1 . • A IOW, 9144'45115 Wird, .10755. AI POEN AS =lir.x w orrmo.. ,1•kW 1410. 0.15,1 ' ,Mac lesa 145519. M19▪ .R11[£ OOPAN, 7T, 1416011 M x0[01 RID Ip, RL1 ,SSFA-a9ta 5A9.. 11(45 . 0...14010.21 w.r 14] xn: r�...LMa, AC,PI a t..... H,AYE Hatt..E1CCrot PAW tattr44 S. 6SECr p EAT... r IFw499 FRW 1.1 3. iL M KRIKdhWrSE.s KREbI I. 5 R LE, I - X. . 54•4 P. LE55 I .WS WV 81 LISS 400' 1814 - 114(11 Lp55.0a0-0n{fA $96'00.50-. 400 4770' 24' .050 104 Car R.0.50. .Er,I 411 19v. S.I.L] "7239' • - I _1_,____ . __- 14}016' F'W Har'50-11.0 _ 300000' ISO I I. R5 5a 00' 150E $15141[0 71111 AK. 01,41151 (1517(0(41 IN LOT C FORI1rE E&175FIT C. ^ 2 LC LOTS CI RE -1914.E { CR0551x1 ICNI0) 59[1'00'00"9I -- 2543.04' 1yn47nl N1r[s p5p.y.EC LP fx3rRb SrRu1.34 . 15.11 PT rp 4111 ,K uR 1- A".MA .w vi LL I K4Mnl.l91615 1.1 h}9 641ger L mmW. , . MMY4I+ i ...MAT!. 41raa 2 1..S.�m 1.511101 rul w. i5� a Yr� M5L 1 6:6.115 1 . r rrt .0 11 Lya.cis Le1I [Oq. 0110 s'S6.6.+A.CN.3e Iii n xee'rreal PAW. c,:, 110 NM&� IL,rw w .511 d 4510 {111 I1n C5y M '510191 61[51159 11.v 121J'Ca09u1{ 80111[ . xaxre 1111 rrf 14413 a utra 111-i1 a� 1K IrxLe 1(1(14, mIL ArAAA 51[[1144 x15.1. 9X1-5[ is x'151 ACLU% r • .10.11 1.8 Ird 051.1.5E a bAl 1G MAWS1,4[1.5141+ 9449511A mos•pc.rw 15 LOI liM rail lK MAE 1{111 C 54015'!0 .. ❑Or0A1 n1ys K 46IILLISLO ]x1 11.411,1511.1.9141 1Pc-roll �F 1.LEa.IL o ,T=r1AaIr11m 44511`, 4;drl°15l t 0451(11 ''.E I„Irin 11. InALi13£A1 s,1.1C.eE twr x ru ' Lors ti e_ c rte P ..L. r, It 10 1s6[ .821111 ALL Alit 4x119- °" x451[3 IK 1115. :elr ..Itr rax«.Lrx COUNTY ROAD 2 P. MINN, P,16,eSER5 990_1 AmMEEHrr Crd4Gk0[R µ.l NV AV.! ALL MAMIE 11 1 140.95 I...5 1a.L1•I AM r 41 ..114 ,1 114 41144 V c"x'«larnrt lartm194( 10 5(4 1 xa5wps41 11 414 l5171(s rttL yq Ri is 1171141 Nx.1E 1x 1. ,Yri 111111641.104 o144Ct4tIIl11511]w swiL5 1' R5 94'•4€9 1111. mc IQf 54 151�lf 6111 Liao (.1159 5Y65 ra MA,. A. W515 LL1FT, K 5x,1 1^+541 CA kalif RESDLOIS fA{5 1151 KIL rCRY1S "•' ro 14105 !u1 Al III (9744(1110 51(11x1 .s1.1.5.h IS 11451.1 44 Pxw'rP 9,4[55911. 116 1545.:1115[41,.4, SwL 91. 71-117 a5 rp! ";17. '' .•K M.Ov5 15[4]1 x,(9141.* ,b (,59199 . 514£51441 1 0• N 8'.P 4CWr0 4151. �5�M 1151(11115 s Itl 54141ST 9441511E aP1W11a 9.kCT5 141 9�9-r m A. E[l or 529-}1pg.'8 lY 81➢ 4.1415(9154 504611[7C RL4y4 110 G.141154.. A w: 4 IIVO x1. 1.11 ...11.E 5(74:144111 111 .. LLf[rldd1 FQ1e •{.714410 051111 64'`Eill L 1 P .117-.1.'"± 5sc1± Ni4CE II n. x..114 111 III!! 10 454x11(1 1151 r.r 1Ilt1L . °£.14'5'[x,'1° �+o IElr1clWHkkLL C o1.°C..�. -,II 111.41(0 1b 1.41 IILII 11110131 91 IIEE 1WI+.1$E1(5.151 IPrMa511 5101,.51, 1151'1111 100 1,1..x4 1..10, ..r 15.15(134. x41. -R ,x1,5115 -1-.e) Fur aE 415151510-05 wplr{r_.re L1P.rlIbl I re_ r_S 904711 1/I CORNER 590'Cv'O9 P -- 2643 04' SECTION 13, 7W, 9550. !F-PAS3 ND. II KAM N J a. AL. CAP. y A IVr.1[.1 /a.1 EAST 1/4 CORNER SEC. 6S- .111 11515 I ;4.45 w. RYerr r r LIAM CO. I?4?, -FG4'l l Sr577I-r}-E 1085 05 400 0-_/1115 WELL 0110 OR:LLING 'OINPCW5. YPIC:-A.} LOS � * / 2g-659 4CO' 5 'b 550'08.80'15 -- 50l:rHE151 CON. SEC- 3]- IN. 0051. (1181,18 x2. I AMP I LN 155. IN A N69LNEN1 ▪ CR9Or4.Inrd"SPX-.5 ,. .4,� �1.rKm.,�.rer_..HI M 5 0...L 4451 451, T vc +�]R ME S� IY1i M o5ilFaS 141WYrE aR«.CNY I•i..4 Y,C L L5FPRL CIA 10.11 rHW H TML MOW r; ORA 15Y]15 NIC M r4l{,4,51511a.1n.Lcr 1Dµ0184411 t5 RLY.AIC 105 Ly1N OK. 45 54%.......1.23652.11450-,wrn LOCI .199•N9 1,1515 x511[ c weir alas mks. pour...a �14KrIONtr 11..R., , A111.9.fM 016 Wxv V NC 5Lrwer Yggp1114 rrg1S. Ppm 215195 * U, x1,11[(11 Laµv p611.f.5 16 9,11 ny41 :n a irar all.-rff ALAC.:iAAA L-TAI7 m o 511¢ x1(15 Car ilYu 141 M'� mW -190x3.1 lw[1 an oviq dom �w 44.6[6 ..9•W r 104L▪ IM41:1'5 �t 4^14.1 [E. 15.5(1 41 n. 11110.59 mrs 1.9114(141 W 54,14 lr40 £ 15 r9F[c4FF vn r41R111,G n 1S 111,5 501 • 1A.Gnm51 4,61.. 11141114.1 I LRAi1a1.44 (1(14(1+115 45.'54 .1121 TOMS, r 0 115 a'6 1 ?C 110PV9 WPM-. .•(L •. b4f n talked ISi1M59 d Mrf1 9 P ..IL9 t OW 91, d1s&R, r0 IF ...k5 1'XLI,NYA1'RRQr til 1 r'i X0.1 W1 1411 1:[165 .. R4E1 fit 1i aa.noir mom n. >rmc W�L r. Ir ry' Md�Ne sA� �hp:M5 Rf Fur EA x11 491 .! 1.m ▪ s Laias AY CA oonsus Tom -Ft o Fur IIx4[11 YSE Rl.w 4E• CP m41i% aart11 .Ir<II.Li �I. irc. NAM ,1..1.0.1141x1: rb rrt xr,u CAA.) ieP s.• rrt ( R ' {..N rc art 51.1, 4Rm11.1R L 4Na544. I R5 V ti Cm ...1.9612 g ,W V, 9 X2 Or .S 9£[• 4 .Is! .V '5 a 1411 5,gliPS5 +vYaFf FA 10.110 SNC£ .11. twMl4 ,1.341, ER 1 MEI (0 'lE, (1550.[54@ W L 411 R6174X M WI 1Y P &A1AI 11.4[510 ram n 05115 11 ! • I, cam rsrdeh t 545 1.x prr IC 4111 51 Tor � re :l 5 �r h Kda5rr 141814 510.-4,1,51•1 11 4s N 1454 511E+5. • 51,4411{411.;15[ ru[s Ptll irrf rr• aumemm1w.el i.I6RN.wnl.ss�rro..Lx Tiorr, 91iMR8Ai macaw N MUD T (1,4x4 FARA iIn AITESIODK JAS 5.104 4 ¢9a v 140•_ I LrH,IILo F4fiiit4ul Lww 95111181 ▪ -15OP S Sme.e.m.rrro 115 nnf 45.595[1x11511111 Ird ▪ 5;1 n FELD 55.11 [VIP -511515 WO. K 6. MICR A, 105.. 3..1414505 5.51 ',rut x51 5x1 .1151511{ x1.195011141 •1..0f. I FLAMER 55x1, ,•u7 .415E 15(4440 Hs11 :4 AT CI N 171149FCOLLIIIca, (1G145k51 LISllS*E'er9A1.C7pr;. CL. 70.011 Tin. - ,PT C.5 r r ac . ab.r. ✓ .r di P15 .0. 1338 5115 '7 11€ 1(1+141ES SW V., 04 (101444 *11(5 ., f01Kx1S4 .....1•15.5 SWAN (0155we10 141EV1 CYRm x10.1.3 ESTAIIS x aH11u .rM1En:R.+ x14(1 apeliA4 .1..111. mom., omurs C1rr411111: 101 5017101[5 1E141 116 (4(5 151559 "0E( 11 Mors 4(S 414(9 »91(11114 rt.1l1 x.451(1 lrt 1145 1,9:48 459 .rt 118[(41.141 Inh 5191111 [(0115 61 15',-.:-141•15.k.1.1.1.; 1.91.1a1 .]0600°51 .104(4 10..4•(1 11(1.5 441 114 054.47 51 [[4114101 41 11W I, .ti;iC01 .411 ..145 WAY Ir 91[514 FEW.. 61511 ma., 1511155. r✓00 1111KRLP 9,11 ff ffAff4LR ] ss M EPEIC4L CE4 MAIX613 FE.E AO.01EZECE. [MEE k ' Atr AP.l07 e9 lY .a4rE s19En. 49141 8101- -11. 44111911E P 151044 91 10[5 1r18T411 - .5ra4nxmR Y1511 M.6*,.5 a1 ea r• a41 _ 14 ^1. .5} 1 41[51[61, 510115x1 M h.J G YRIYE3 1741 P 04u.m 1 Ct x15, K x418 1 Sd_ 193 cal. G 4 'yixnp, 01 MOAT =x65, f-{•. ▪ ANCIAJC wtEn wodc AEA. J MC 139E Nth -RR, .Srk IFLr �4L°Rq�E- ALPHA SURVEY CO. 9 PAPA AWL. Foal LW 10-11 :0144144 10411 Pm: 443-057— 230 I CCLL/TEST 1451: 343-550_337 1-[1511IAA: 101- .55-0141 x1151.\3311151] CIL`RR M NLSREL9I4N01.VC6 R0 DAL OA 11452111. .10104 V, 1x1419.] ' .A 141.[1: _294' (OM 0.1, 11155108 6154: A4NIL 56. 21116 I.1 451. 33-5015-10 MEMORANDUM TO: PRE17-0132; Case File, pre -application DATE: May 19, 2017 FROM: Michelle Wall, Office Technician SUBJECT: Pre -Application Meeting prior to submitting USR for Ag facility including livestock barn and indoor arena, community park and RV parking Attendees: Bob Frachetti, Applicant Dan LaCoe Tom Potter, Building Diana Aungst, Planning Michelle Wall, Planning On Friday, May 19, 2017 an informal discussion took place at the Greeley Administrative Offices Conference Room regarding a proposed USR for family oriented RV park along with an agricultural facility including livestock barn and indoor arena, outdoor horse arena and a community park. (The legal description is PT S2 Section 33, Ti N, R65W Lot D RE -4994 of the 6th P.M.; Situs Address is 2181 County Road 10.) Background Information: "Achieve More" is an acronym for "Advocating Children in Honesty, Independence, Education, Values, and Ethics using Motivation, Opportunity, Respect and Encouragement. Achieve More is dedicated to the involvement and participation of youth to promote these values and encourage the agricultural way of life through livestock raising, care, and management. The site will have a proposed 96,000 sq ft agricultural facility including livestock barn and indoor arena, outdoor horse arena, and a community park. A family oriented RV Park is also planned for the property and would share some infrastructure. The property is currently a 170 acre undeveloped parcel that is zoned Agricultural. Volunteers will work at the facility. Building Department Building permits may be required, per Section 29-3-10 of the Weld County Code. Currently the following has been adopted by Weld County: 2012 International Codes; 2006 International Energy Code; 2014 National Electrical Code; A building permit application must be completed and two complete sets of engineered plans bearing the wet stamp of a Colorado registered architect or engineer must be submitted for review. A geotechnical engineering report or an open -hole inspection report performed by a registered State of Colorado engineer may be required for new structures and or additions. Public buildings, restrooms, parking and bleachers will need to be ADA compliant. Pre -Manufactured non-residential structures may be required to comply with state Resolution 35. A complete code analysis prepared by a registered design professional may be required, and shall be submitted with Commercial Permit Applications to Weld County. A Fire District Notification letter may be required and shall be submitted with Commercial Permit applications. Building Staff recommends a pre -submittal meeting with Building Department to verify all requirements are This project is north of and adjacent to CR 2 and is east of CR 39. ADT: Latest ADT on CR 2 was taken on 4/15/2014 which counted 1890 vpd with 10% trucks. ROADS AND RIGHT OF WAY: County Road 2 is a paved road and is designated on the Weld County Road Classification Plan as a collector road, which requires 80 feet of right-of-way at full buildout. The applicant shall delineate on the site map the future and existing right-of-way. If the existing right of way cannot be verified it shall be dedicated. All setbacks shall be measured from the edge of future right-of-way. This road is maintained by Weld County. TRAFFIC REQUIREMENTS: High traffic trips (near or over 100 round trips/day) A Traffic Impact Study shall be completed by a Colorado Registered Professional Engineer following the checklist available on the Public Works website at: h#I7s iwww.vretcfciov.coirl NerFifes/ServeWServer 6/Fle/Deinir#in€ its!Prihlic%20WorksjTraffii: 20and'. 20 5ign.i g(g7:1 7b8Dc61::1r bb7:ci.B2±.pclf. Any triggers based upon the traffic narrative or the traffic study will be included within the improvements and road maintenance agreement. ACCESS: Access Element Arterial Collector Local Distance between intersections Signalized 2,640 N/A N/A Unsignalized 1,320 1,320 330 Distance between accesses and intersections 660 660 330 Distance between access points 660 330 150 Distance between access oints in subdivisions 660 1330 75 An Access Permit is required. We strongly encourage you to discuss your access with public works prior to laying out your site plan to ensure the approved accesses are compatible with your layout. For new accesses and/or change of use of an existing access, the fee and photos are required (photo looking left and right along roadway from the access point and looking into and out of the access point). These photos are used to evaluate the safety of the access location. Access permit instructions and application can be found at htt, s.r'NAv ^. we..lriciov.c nrni(J =Em worksltier rnitst, Chapter 6, Sections 6.3, 6.4 and 6.5 of the Weld County Engineering and Construction Criteria, offer access design guidance. This document can be found at Irltl�.,:llvrww.v;+elcicray.uomili': inilesr,5rrvers1Server F3lEik. Di -'p r V'ie' iii lic i,,20WorksiErigineerincg/VW:ECs y0-90Ni{ no:11_ i}r.i,:. Appendix 12-A of the county code can also be referenced. Existing access points with change of use or new access points may or may not be granted. Questions pertaining to access permits or access design shall be directed to the Public Works Department. Application Fee: temporary $75, single residential $75, small commercial $75, industrial $150, field $0, large commercial $150, subdivision $150. For shared accesses, Public Works strongly recommends that the property owner establish an access road maintenance agreement so future owners of the properties will be aware of their requirements for shared maintenance of the access road, This is not a requirement for the recorded exemption but is recommended to avoid property owner conflicts in the future. Entrance gates (if applicable) must be set back a minimum of 100 ft from edge of existing shoulder of roadway to allow a truck and trailer or RV to pull completely off of the roadway and open the gate. In no case shall any vehicle(s) stopped for gate create a safety issue for roadway users. TRACKING CONTROL: Tracking control is required to prevent tracking from the site onto public roadways. Minimal standards are listed below. Temporary Tracking Control shall be used during construction unless permanent tracking control is installed ahead of construction activities. More than 10 round truck trips/day (tandem or semi -trucks) or more than 50 round passenger vehicles trips: • Access onto gravel roads requires a tracking control device and a minimum of 300ft of recycled asphalt or road base. Access onto paved roads requires either a tracking control device and 100ft of asphalt OR 300ft of asphalt. *Recycled concrete is not allowed in County ROW *`Tracking control devices can be double cattle guards or other specialized device *** Tracking control for unmaintained public ROW is required just prior to entering publically maintained roadways. A variance request for alternatives to the above tracking control can be submitted to Public Works for review and consideration. IMPROVEMENTS AND ROAD MAINTENANCE AGREEMENT (IRMA): An Improvements Agreement between the Applicant and the County will be required for this project. It will detail the approved haul route(s), outline when offsite improvements will be triggered, and include a maintenance agreement for the haul routes. Improvements/Road Maintenance Agreement: An example agreement is available at: htips.1/www.welcfgov..coffilUserFiles/Servers/Server 6?Filers:7rvl;r3Riifler-t[s.iPiltiii'. 2C]Worksli rvoloprricrt1 'Lvic w/sprusr.pdf An Improvements Agreement is required for sites with required offsite improvements. Collateral 's required to ensure the improvements are made. Road Maintenance will be included as a section of the Improvements Agreement when the County feels that the site activities may impact the County roadways. Possible mitigations included in the road maintenance agreement may include but are not limited to: dust control, specified haul routes, damage repairs, and future improvement triggers. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): o Show and label location of existing road Right -of -Way, future road Right -of -Way, and Easements o Show and label the unmaintained section line Right -of -Way o Show and label location of the access(es) and label with access permit number o Show and label the access turning radii (25 feet for passenger vehicles/60 feet for trucks) o Show and label the approved tracking control CONTACT INFORMATION: Please contact the following staff regarding the following Public Works issues: Access Permits: Morgan Gabbert tRweldc;ay.coIli 970-400-3778 Improvements Agreements: Evan Pinkham eQrrrkliarn_tc'7cviejcigoy. ow 970-400-3727 Traffic Studies: Janet Lundquist Jfunciquist .)weldgovxom 970-400-3726 Right -of -Way: Tiffane Johnson t,fol-.11,3c>17c yroiclas-w.c:orn 970-400-3766 Engineering Department DRAINAGE REQUIREMENTS: Weld County has recently adopted a new stormwater drainage code located under Chapter 23, Article 12 Storm Drainage Criteria. A list of professional engineering consultants is available if you need help finding an engineer to assist you with your project at the following link http:/Nrenv.co.weld.co.us/Deparlments/PlanningZoning/Engineering.html. Please contact the Department of Planning Services/Development Review Engineering for questions or assistance 970-353-6100. URBANIZING VS NON -URBANIZING DRAINAGE AREA: This area IS within a Non -Urbanizing Drainage Area: Non -Urbanizing Drainage Areas generally require 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, 10 -year storm falling on the undeveloped site. Detention pond summarized in a drainage report is required unless the project falls under an exception to stormwater detention requirements per code section 23-12-30 F.1. To avoid holding up case processing, a minimum of either a preliminary drainage report or a drainage narrative with exception as shown below must be submitted with 7 -day case submittal information. Detention Pond Requirements: 1. A Drainage Report and Detention Pond Design shall be completed by a Colorado Licensed Professional Engineer and adhere to the drainage related sections of the Weld County Code. The Drainage Report must include a Certification of Compliance, stamped and signed by the PE, which can be found on the engineering website. A general Drainage Report Guidance Checklist is available on the engineering website. A Preliminary Drainage Report or a qualifying exception and Drainage Narrative shown below must be submitted for review at the time of the application. OR 2. Drainage Narrative requirements with exception from detention pond. The Drainage Narrative must describe at a minimum: i. Which exception is being applied for and include supporting documentation ii. Where the water originates if it flows onto the property from an offsite source iii. Where it flows to as it leaves the property iv. The direction of flow across the property v. If there have been previous drainage problems with the property DRAINAGE CODE REQUIREMENTS (informational only): Section 23-12-30. Drainage Policy. F. Exceptions. Exceptions to stormwater detention shall not jeopardize the public health, safety, and welfare of public and private property and shall be limited to the following: 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. 1. Use by Right or Accessory Use in the A (Agricultural) Zone District. 2. Zoning Permits in the A (Agricultural) Zone District. 3. A second dwelling permit in the A (Agricultural) Zone District. 4. Towers including, but not limited to, cell, wind, and telecommunication towers. 5. Pipelines or transmission lines. 6. Gravel pits if the stormwater drains into the gravel pit. 7. Residential developments where all the following conditions exist: i. Nine (9) lots or fewer. ii. The average lot size is equal to, or greater than, three (3) acres per lot. iii. Downstream roadway criteria are not exceeded. iv. 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. URBANIZING areas where the total project stormwater runoff of less than, or equal to, 5 cubic feet per second (cfs) for the 1 -hour, 100 -year, storm event. 10. NON -URBANIZING areas where the total project stormwater runoff of less than, or equal to, 10 cfs for the 1 -hour, 100 -year, storm event. 11. Parcels with total area less than, or equal to, a 1.0 gross acre. 12. 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. 13. 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 1,000 sq ft building or equivalent imperviousness. 14. A parcel greater than 5 gross acres in size is allowed a onetime exception for a new 2,000 sq ft building or equivalent imperviousness. 15. 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 Drainage Code requirements. 16. Approved by a variance. — See Section 23-12-150 Stormwater Drainage Criteria Variances Historic Flows: The applicants will be required to maintain the historic drainage flows and run-off amounts that exist from the property. GRADING PERMIT: A Weld County Grading Permit will be required if disturbing more than 1 acre. Grading Permit applications are accepted after the planning process is complete (map recorded). An Early Release Request Form may be entertained only after the applicant and Planning Department have reviewed the referral and surrounding property owner comments. The Early Release Request may or may not be granted depending on referral comments and surrounding property owner concerns. Contact an Engineering representative from the Planning Department for more information. Application Fees: 1-5 Acres/ $50, 5.1 - 20 Acres/$100, 20.1 Acres or Greater/$200 + $1 per acre over 20. A Construction Stormwater Permit is also required with the State for disturbing more than 1 acre. Contact: Colorado Department of Public Health and Environment, Water Quality Control Division, Rik Gay, 303-692- 3575. GEOLOGIC HAZARD AREA: This site IS NOT in a Geologic Hazard Area. FLOODPLAI N: This site IS NOT in a FEMA regulatory floodplain. SITE MAP REQUIREMENTS: A Site Plan will be required identifying the following (if applicable): • Show and label location of drainage related features i.e. detention pond(s), ditches, etc... Detention ponds shall be labeled as "No Build/Storage Area" and include design volume • Show and label the drainage flow arrows showing how the stormwater flows across the property • Show and label the parking and traffic circulation flow arrows showing how the traffic moves around the property CONTACT INFORMATION Hayley Balzano Department of Planning Services Engineer hbalzano@weldgov,com 970-400-3552 Planning Department Additional fees may be included with the Building Permit such as Road Impact, County Facilities and Drainage fees. Please refer to the handout provided. The applicant would like to apply for a USR to cover the whole property. In the future, the applicant may be interested in applying for a Recorded Exemption to subdivide Lot D and apply for a PUD on the larger parcel. Screening of the parking area or outdoor storage may be required from any adjacent landowners or public rights -of -way. The applicant has spoken to the Town of Lochbuie to inquire about possible annexation with them. Please identify any proposed lighting or signs on the Site Plan. Lighting needs to be downcast and shielded. A 16sf sign is allowed in the Agricultural Zone District; however if there are potentially any additional or larger signs please include those in the application. Prior to submittal of the County land use application, please submit evidence of State permits as in the case of Mining permits. Staff urged the applicant to contact staff for any questions: Planner on Call available Monday through Friday 7:30 a.m. to 4:30 p.m. or contact Diana Aungst at 970-400- 3524 or daLincI ti '± Id ov_cr7i, The applicant may be eligible for the Small Business Incentive Program (SBIP). Staff provided information regarding the program. Please visit isl, }�s:ll�rd�r rr_�1 ic.I r a,er.�i77lr.1 {�s�r �t�r�r�4fir'[klr�n{,ia7{a Inc! rr.7niritiist7 all kishos Inc .ntiv program! or contact Michelle Martin at 970-400-3571 or Tom Parka at 970-400-3572, for further direction. Staff explained the USR process. The applicant shall submit 1 packet fora 7 day completeness review. After the 7 day completeness review the applicant will be informed of what items are still required to make the application complete. Staff requested that the applicant submit the remaining material in electronic form. Upon submittal of a completed application it will be sent out for referral for 28 days. The applicant will then meet with their Planner to discuss the referrals and address as many of the referrals as possible. At that meeting the Planning Commission hearing will be scheduled. The Board of County Commissioners hearing typically follows approximately 3 weeks after the Planning Commission hearing. The above notes are provided as a courtesy to the applicant. While we strive to help identify as many potential issues upfront during the pre application meeting we cannot anticipate every issue that may come up during the formal application process. The information contained herein has been placed on file with the Department of Planning Services. The pre -application is valid fora period of one (1) year from the date of pre - application. If a formal application is not received following the time period specified herein the Planning Department reserves the right to require a new pre -application meeting. Please note that all land use, building and impact fees are subject to change throughout this time period. End memorandum. USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE For the Achieve More Agricultural Complex Completed and Submitted by Robert Frachetti and Dan LaCoc (Applicants) on September 6, 2017 Revised/Resubmitted on September 19, 2017 to address Weld County completeness review comments PLANNING QUESTIONS 1. Explain, in detail, the proposed use of the property. Response: The proposed use of the subject 178 -acre property is an agricultural (AG) complex including: a livestock barn and indoor show arena; outdoor horse rodeo arena; a community center; community park and playground; a biking, hiking and horse trail; community garden; and a family -oriented recreational vehicle (RV) park. Approximately 130 acres will be actively farmed on a bi-annual cycle. The AG complex will provide the facilities needed to serve and support the mission and vision of Achieve More, Inc., a registered Colorado not -for profit (501c3) organization dedicated to making a positive difference in the lives of urban, suburban, and rural youth by developing their potential through experience with the agricultural lifestyle. Achieve More uses a structured livestock stewardship program with hands-on teaching and learning to teach values and help kids develop respectable character, confidence (self-worth) and be responsible citizens (contribution). Achieve More is an acronym for "Advocating Children in Honesty, Independence, Education, Values and Ethics using Motivation, Opportunity, Respect and Encouragement. See www.letsachievemore.org. The Achieve More livestock barn will contain pens for swine, lambs, goats, beef, and horses/camelids; with space for other animals. The barn will also have two climate controlled showing arenas, a concession stand, and community gathering/classroom space. An outdoor rodeo arena is proposed to the north of the livestock barn, with spectator stands. To the west of the livestock barn, the AG complex will have a community park consisting of a grass field and a playground. Also to the west of the livestock barn will be an area for a community garden. As Achieve More becomes established, a community event center will be built. All facilities, including the livestock barn, rodeo arena, the community garden, playground, and the future event center will be available for use to supporters and participants in Achieve More's programs. The AG complex livestock barn will be set into the property approximately 450 feet from the south property line (at WCR No. 2) and will also be approximately 450 feet setback from the west property line (at the by Denver Hudson Canal). In addition to these setbacks, the livestock barn will be located behind a stand of 4 existing mature cottonwood trees to provide additional visual screening from the south and public roadway (WCR No. 2). We also note that the Denver Hudson Canal is bermed along the banks which provides additional visual screening from the east side and property to the east. The rodeo complex will be sited north of the livestock barn and is thus screened by the livestock barn from the south. As a complementary use to the AG complex, we also propose a 150 -space family -oriented RV park on the site to the north of the rodeo arena. The RV Park will complement and support the Achieve More AG complex by sharing utility and roadway infrastructure costs and services, and by dedicating a portion of revenue to supplement donations and funding to help cover Achieve More operations costs. The RV park will be built in phases: Initially approximately 112 RV sites are planned; with potential to add 38 future sites, for a maximum of 150 proposed RV sites. The RV park will serve the families of Achieve More's program and event participants; who may reserve spaces during community events at the complex. The RV park will also cater to seasonal recreational vehicle (RV) travelers and regional tourists, and particularly RV owners and families who appreciate the synergy of sharing the site with a non-profit agricultural complex and the associated benefits and uses of such a facility. Development of this customer market will be encouraged by 1 offering barn and facility tours of the Achieve More AG complex to RV Park family /customers; along with possible future horseback riding. The RV Park will also market to agricultural business travelers with animals including horse or livestock transport services who may need a place to rest overnight with facilities for their animals to be watered and fed. The RV park will be designed to have large pull -through sites - Each site with sewer, electric, and water utility hookups. Each pull -through pad will be separated by a buffer/ utility hookup zone between sites and each will have a grass "front yard" area. Roadways will be minimum 25 ft. wide with proper turning radii to accommodate large RV trailers. Fully engineered water treatment and wastewater treatment systems will be provided in strict conformance with County and CDPHE Regulations 22 and WPC -DR -1 (Wastewater) and Regulation 11 (Water). The RV park will offer nightly, weekly, and monthly space rentals. The maximum allowed standard stay in any site will be 30 days, unless approved in advance by management for special circumstances. The approval process will consider the guest's compliance record with regard to park rules and regulations, and the extension will only be approved in 30 -day increments. No permanent structures (such as porches, decks, or landings) will be allowed on any RV pad site or attached to an RV. Only one RV will be allowed per site, with a maximum number of 4 persons per site unless approved in advance. The RV park will have rules and regulations regarding age and condition of the RV's that are allowed, responsible alcohol consumption, and will have quiet hours (after 10 pm thru 8 am) and cleanliness policies. These rules, regulations, and policies will be strictly enforced. Initially, an unmanned RV park area entry point (approximately 1200 feet into the property) will be provided; with guests being required to check in via phone or internet in advance to obtain access permission and occupancy instructions. Regardless, initially and until a full-time camp host is needed, the RV park property manager will be onsite daily for at least 2 hours per day to police the property for rule compliance and address customer needs/ questions. Over time, an RV Park office will be provided for guest receiving and hospitality. The future RV park office will also contain a bathhouse with showers, toilets, and sinks. A future laundry building is also proposed. Two fenced dog runs will also be provided. The RV park is thoughtfully proposed to be sited on the interior the property approximately 1200 feet north of the primary access road (WCR #2) to buffer the park from adjacent land owners, while preserving most the site for agriculture/farming. The location also considers that the RV sites (each pad is flat) will be set into a slightly sloping grade into the hillside such that they will more visually blend into the site topography when viewed from both the south and the west. (vs. being on the highest point of the parcel). The proposed location and position in the site topography also lowers the visual profile of the sites from the north and east since these views are partly obscured by the natural site topography. We also note that the closest residential and commercial neighbors to the Achieve More AG complex and RV park are Dan and Jennifer LaCoe and Dan's Custom Construction. The LaCoe property was originally part of the subject parcel, but was split off in 2010. The LaCoe property is located on the north-east side of the site, and directly overlooks the entire parcel and the proposed Achieve More AG complex and RV park uses. Dan LaCoe is also the president and founder of Achieve More, Inc. and thus the LaCoe's are personally vested in ensuring the subject property use is compatible with the character of their neighborhood and high standards for facility construction and maintenance of the site and facilities are met. See the attached USR Vicinity Map and Plot Plan for additional information. 2. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 22 of the Comprehensive Plan. Response: Specific review and discussion relative to Chapter 22 and how the proposed use meets one of more of the stated goals and policies follow. The applicable provision of the Code is first presented in bold italics font followed by our response in regular font: Sec. 22-2-10. Agriculture. E. In keeping with the intent of the preamble of the Weld County Charter "to provide uncomplicated, 2 unburdensome government, responsive to the people," development in rural areas provides opportunities for land divisions that are exempt from subdivision regulations and allows land use by small agricultural operations and home businesses. These lots retain the agricultural zoning designation and support a high - quality rural character, while maintaining freedom from cumbersome regulations. F. Land use policies should support a high -quality rural character which respects the agricultural heritage and traditional agricultural land uses of the County, as agricultural lands are converted to other uses (excluding urban development). Rural character in the County includes those uses which provide rural lifestyles, rural -based economies and opportunities to both live and work in rural areas. The natural landscape and vegetation predominate over the built environment. Agricultural land uses and development provide the visual landscapes traditionally found in rural areas and communities Response: The proposed Achieve More AG Complex and related RV Park is wholly consistent with both 22-2-10-E and F. Achieve More is a not -for-profit (501(c)(3) organization dedicated to the involvement and participation of youth to promote and encourage the agricultural way of life. Our focus is on developing youth into young adults using life skills and experiential learning with livestock and animals. The proposed land use as an AG complex is fundamental to and supports this vision and mission. The proposed family -oriented RV park is directly related to the AG complex and supports Achieve More by sharing infrastructure development and operations costs and providing RV facilities for Achieve More participants and their families with on -site camping opportunities during the year and particularly during AG complex community events. The RV park component of the AG complex also promotes Agri -tourism by exposing visitors to Colorado to the agricultural way of life, and provides a destination for like-minded people who are already involved in agriculture. The RV park component of the AG complex site use is thus an agricultural -related small business. Sec. 22-2-20. Agriculture goals and policies. Goal 1. Respect and encourage the continuation of agricultural land uses and agricultural operations for purposes which enhance the economic health and sustainability of agriculture. Policy I.I. Establish and maintain an agricultural land use designation to promote the County's agricultural industry and sustain viable agricultural opportunities for the future. Policy 1.4. Recognize the changing dynamics of agricultural land uses, their locations and the size and scope of operations when developing land use regulations. Response: The proposed educational, experience -based AG complex with related facilities actively respects and encourages the continuation and sustainability of agriculture at its roots: by teaching our youth the skills and the values of the agricultural way of life. Thus the proposed land use helps sustain viable agricultural opportunities for the future. Goal 2. Continue the commitment to viable agriculture in Weld County through mitigated protection of established (and potentially expanding) agricultural uses from other proposed new uses that would hinder the operations of the agricultural enterprises. Policy 2.3. Encourage development of agriculture and agriculturally related businesses and industries in underdeveloped areas where existing resources can support a higher level of economic activity. Agricultural businesses and industries include those related to ranching, confined animal production, farming, greenhouse industries, landscape production and agri-tainment or agri-tourism uses. Response: Agritourism is defined by the Colorado Department of Agriculture as follows: "Agritourism covers a wide variety of recreational, educational and other leisure activities and services, provided by farmers and ranchers and experienced by consumers who value the activity or service they receive and seek it out. Agritourism may be defined by activities, events and services related to agriculture that take place on or off the farm or ranch, and that connect consumers with the heritage, natural resource or culinary experience they value. There are three general classifications of agritourism activities: on-farm/ranch, food - based, and heritage activities". As both an educational and recreational activity and service, the Achieve More AG complex and RV Park are classified as agri-tourism and thus are consistent with Goal 2 and Policy 2.3. 3 Policy 6.4. Encourage agri-tourism. Response: (repeat of Policy 2.3 response) Agritourism is defined by the Colorado Department of Agriculture as follows: "Agritourism covers a wide variety of recreational, educational and other leisure activities and services, provided by farmers and ranchers and experienced by consumers who value the activity or service they receive and seek it out. Agritourism may be defined by activities, events and services related to agriculture that take place on or off the farm or ranch, and that connect consumers with the heritage, natural resource or culinary experience they value. There are three general classifications of agritourism activities: on-farm/ranch, food -based, and heritage activities". As both an educational and recreational activity and service, the Achieve More AG complex and RV Park are classified as agri-tourism. As both an educational and recreational activity and service, the Achieve More AG complex and RV Park are classified as agri-tourism and thus are consistent with Goal 2 and Policy 2.3. Goal 7. County land use regulations should protect the individual property owner's right to request a land use change. Policy 7.1. County land use regulations should support commercial and industrial uses that are directly related to, or dependent upon, agriculture, to locate within the agricultural areas, when the impact to surrounding properties is minimal, or can be mitigated, and where adequate services are currently available or reasonably obtainable. Policy 7.2. Conversion of agricultural land to nonurban residential, commercial and industrial uses should be accommodated when the subject site is in an area that can support such development, and should attempt to be compatible with the region. Response: In accordance with Goal 7 we request a land use change. The proposed use as a not for profit AG complex and related RV park is consistent with the intent of both Policy 7.1 and 7.2 since the impact to surrounding properties is minimal or mitigated, and adequate services that support the use are available and reasonably attainable. Per Policy 7.1, the proposed use is "directly related to...agriculture", area can support the use, and the use is compatible with the region. Goal 8. Ensure that adequate services and facilities are currently available or reasonably obtainable to accommodate the requested new land use change for more intensive development. Policy S.I. The land use applicants should demonstrate that adequate sanitary sewage and water systems are available for the intensity of the development. Response: In accordance with Goal 8 and Policy 8.1, adequate services are reasonably obtainable to accommodate the requested land use change. Sanitary sewage and water systems will be provided in full compliance and conformance with Weld County and Colorado Department of Public Health and Environment Regulations; including CO Regulation 22 and Regulation 11. In summary, potable water will be provided by an existing permitted well on the adjacent property owned by Co -applicant Dan LaCoe. The well is permitted for 50 gpm, which is more than adequate for the proposed use. The well permit specifically allows for the proposed use on the adjacent site. Wastewater treatment will be provided by an advanced wastewater treatment facility and effluent quality regulated by a CO Discharge Permit. We are also evaluating the potential to reclaim treated water in accordance with CO Regulation 84, to conserve and protect water resources and demonstrate sustainability. Both the potable water and wastewater systems will be designed by co -applicant Robert Frachetti, who is a Colorado Professional Engineer (PE) with 27 years of experience designing and constructing water and wastewater treatment facilities and infrastructure. Mr. Frachetti has engineered numerous water and wastewater facilities in Weld County and has worked with Weld County Department of Public Health and Environmental in the past to help protect public health and the environment. Policy 8.2. The land use applicants are responsible for contacting and determining the status of a water well through the State Division of Water Resources and should be aware that ownership of a parcel of land with a well does not guarantee the use of the well. Response: Acknowledged, A copy of the well permit for the proposed water supply is included with this Application. We have also confirmed that the proposed use of the well on the adjacent LaCoe property for the proposed used is specifically allowed by the well permit. This is discussed further in response to Environmental Health Department question no. 1. 4 Policy 8.3. The land use applicants should demonstrate that the roadway facilities associated with the proposed development are adequate in width, classification and structural capacity to serve the proposed land use change. Response: Acknowledged, the public roadway to the site is WCR No. 2, and is adequate in width, classification, and structural capacity. On site roadways will be recycled asphalt and engineered and constructed in accordance with the recommendations in the site geotechnical engineering report. Policy 8.4. The land use applicants should demonstrate that drainage providing storm water management for the proposed land use change is adequate for the type and style of development and meets the requirements of county, state and federal rules and regulations. Response: Acknowledged, see included Site Drainage Narrative Report and Variance Request and Drainage Plan; both stamped by Kurt Rollin, PE of CES Consultants, LLC. Policy 8.5. The land use applicants should demonstrate that public service providers, such as but not limited to schools, emergency services and fire protection, are informed of the proposed development and are given adequate opportunity to comment on the proposal. Response: Acknowledged, we will work with the Planning Department to contact public service providers including our Fire Department (Hudson), emergency services, and other applicable public service providers. Goal 9. Reduce potential conflicts between varying land uses in the conversion of traditional agricultural lands to other land uses. Policy 9.3. Consider mitigation techniques to address incompatibility issues. Encourage techniques and incentives, such as but not limited to clustered development and building envelopes, to minimize impacts on surrounding agricultural land. Response: Acknowledged, while we do not believe there are any compatibility issues, we have employed techniques to consolidate the proposed AG complex and RV park along the west side of the property, thus maximizing the amount of acreage that can be retained and used for farming. The AG complex livestock barn will be set into the property approximately 450 feet from the south property line (at WCR No. 2) and will also be approximately 450 feet setback from the west property line (at the by Denver Hudson Canal). In addition to these setbacks, the livestock barn will be located behind a stand of 4 existing mature cottonwood trees to provide additional visual screening from the south and public roadway (WCR No. 2). We also note that the Denver Hudson Canal is bermed along the banks which provides additional visual screening from the east side and property to the east. The rodeo complex will be sited north of the livestock barn and is thus screened by the livestock barn from the south. The RV park is thoughtfully proposed to be sited on the interior the property approximately 1200 feet north of the primary access road (WCR #2) to buffer the park from adjacent land owners, while preserving most the site for agriculture/farming. The location also considers that the RV sites (each pad is flat) will be set into a slightly sloping grade into the hillside such that they will more visually blend into the site topography when viewed from both the south and the west. (vs. being on the highest point of the parcel). The proposed location and position in the site topography also lowers the visual profile of the sites from the north and east since these views are partly obscured by the natural site topography. Policy 9.4. Consider conservation of natural site features such as topography, vegetation and water courses, in conjunction with the conversion of land uses. Response: Acknowledged, there will be little to no impact to the natural site features. Policy 9.5. Applications for a change of land use in the agricultural areas should be reviewed in accordance with all potential impacts to surrounding properties and referral agencies. Encourage applicants to communicate with those affected by the proposed land use change through the referral process. Response: Acknowledged. We will openly communicate to affected parties during the referral process. Goal 10. The County recognizes the right to farm. Response: Acknowledged, we propose to retain approximately 130 acres on the eastern portion of site for farming via a lease. See attached Plot Plan. 5 3. Explain how this proposal is consistent with the intent of the Weld County Code, Chapter 23 (Zoning) and the zone district in which it is located. Response: The subject property is in the A (Agricultural) Zone District. As stated in Chapter 23 (paraphrased): Agriculture is a valuable county resource which must be protected from adverse impacts resulting from uncontrolled and undirected business, industrial and residential land USES. The A (Agricultural) Zone District is established to maintain and promote agriculture as an essential feature of the County and is intended to provide areas for the conduct of agricultural activities and activities related to agriculture and agricultural production without the interference of other, incompatible land USES. The A (Agricultural) Zone District is also intended to provide areas for the conduct of USES by Special Review which have been determined to be more intense or to have a potentially greater impact than USES Allowed by Right. Agriculture includes the care and raising of animals. Accordingly, the Achieve More Agricultural Complex and its inherent educational programs that teach agricultural skills and values, and the RV park is a use that is consistent with the stated intent of the Agricultural Zone District because: 1. The proposed use maintains and promotes agriculture as an essential feature of the County 2. the Achieve More AG complex infrastructure and programs, and related uses (RV park, horse trail, and dedicated land for farming) provide an area for the conduct of activities related to agriculture. The proposed use may also be considered a "Use by Special Review" falling within one or more of the following use types as described in the Code - Sec. 23-3-40. Uses by special review: B. Agricultural Service establishments primarily engaged in performing agricultural, animal husbandry or horticultural services on a fee or contract basis, including: 10.ANIMAL BOARDING and animal TRAINING FACILITIES where the maximum number of ANIMAL UNITS permitted in Subsection 23-3-50.D below is exceeded and/or when the traffic that is generated by the boarding or training activity exceeds sixty (60) trips per day to and from the property. 14. LIVESTOCK sale barns and facilities. 17. Rodeo Arenas, Commercial 18. Roping Arenas, to include both indoor and outdoor arenas, commercial. C. Recreational facilities and USES including: 7. PUBLIC or commercial camping. E. PUBLIC and quasi -PUBLIC BUILDINGS including: 3. Administrative OFFICES or meeting halls for agricultural organizations. W. USES similar to the USES listed above as Uses by Special Review as long as the USE complies with the general intent of the A (Agricultural) Zone District. 4. Describe what type of land uses surround the site. Explain how the proposed use is consistent and compatible with surrounding land uses. Response: The site is surrounded by farmland/cropland, pastures, residential houses, commercial businesses, and oil and gas production sites. The proposed use as an agricultural complex, farming, and an RV park is an agricultural complex and related business is consistent and compatible with surrounding land uses since these uses will be deliberately and thoughtfully sited on this 178 -acre parcel such that all improvements are consolidated in one area of the property and have significant setbacks from all property boundaries. We also note that the property immediately to the west (on the west side of the Denver -Hudson Canal) was recently purchased by an energy production company and will be used for oil and gas production. The adjacent property bordering the property at the northeast corner and along the entire east 6 property boundary is also an approved Use by Special Review for operation of a construction company/ commercial business. (Dan and Jennifer LaCoe Property). Other properties in the vicinity are also Uses by Special Review. 5. What are the hours and days of operation? (e.g. Monday thru Friday 8:00 a.m. to 5:00 p.m.) Response: Hours of operation for Achieve More AG Complex will be 6:00 am to 7:00 pm, 7 days a week, Hours of operation for the associated RV park will be 24/7 to accommodate personal freedom of movement for RV park guests. However, the RV park will have strictly enforced quiet hours between 10 pm and 8 am for quiet enjoyment of the premises. 6. List the number of full time and/or part time employees proposed to work at this site. Follow-up question: state the maximum number of volunteers and employees you expect to be onsite during a community event. For large events will you hire security and/or medical personnel from agencies? What is the ratio of security personnel and medical personnel per # of people on site? Will alcohol, weapons, gambling be permitted on site? Response: The Achieve More AG Complex will utilize adult volunteers to provide oversight and supervision. During non -peak times, there will be 1-2 volunteers on site; during program and community events, the number of volunteers will increase to up to 30 persons. The RV park will have one to two employees. Initially, the on -call RV park manager will visit the site at least daily for a minimum of two hours per day, and as needed. In addition, facilities maintenance and grounds keeping contract services will visit the site as needed. For large events, we will have security personnel and medical personnel. The proposed facility use is low risk since the events are agricultural and family focused consistent with the mission and vision and programs of Achieve More, Inc. 501(c)3 www.letsachievemore.org. Nevertheless, we will have security personnel on site during larger events at a ratio of 1:250 persons. We will also have a fully equipped and staffed first aid station open during events. Medical equipment will include a defibrillator. For large events, we will have at least one certified emergency medical technician (EMT). Alcohol will be permitted on -site; but under strict control and limits. Alcohol consumption is not a primary focus or element of our planned events. However, responsible alcohol consumption will be allowed at certain events. For example, alcohol may be served during livestock auction events or fundraisers for Achieve More. Also, alcohol will be permitted in the RV park, but again consumption with will be tightly regulated via the rental agreements with guests and monitored by the park manager. Irresponsible use of alcohol, public intoxication, and rude or otherwise disruptive behavior which disturbs the peace will not be tolerated and violation of these rules is grounds for immediate eviction. 7. If shift work is proposed include the number of employees per shift. N/A 8. List the number of people who will use this site. Include contractors, truck drivers, customers, volunteers, etc. Response: Site use will vary depending on both season and the extent of activities and events at Achieve More AG complex. During the winter months, we estimate that up to 300 people may use the site for both Achieve More and the RV park. During Achieve More program activities and community events, we estimate that up to 500 people may use the site. However, this level of occupancy will be a short-term site use condition. 9. If this is a dairy, livestock confinement operation, kennel, etc., list the number and type of animals. Follow-up question: state the reason people would bring livestock here i.e. rodeo, 4-H event, traveling with horses, etc. and state how many animals could be kept on site. Use the maximum numbers. 7 Response: The Achieve More AG Complex includes a livestock barn with stalls/space to accommodate 600 swine, 400 lambs and goats, 80 beef, 100 horses/camelids, and 50 chickens/rabbits. The livestock barn will be used seasonally to house these animals in support of Achieve More's livestock stewardship program and periodic and seasonal events including shows. In addition, there may be some year-round horse boarding use, temporary horse boarding by RV park guests that are traveling with horses, and temporary use of the barn for housing animals during events such livestock auctions or rodeo events (or similar events). A preliminary layout drawing of Achieve More livestock barn is attached for reference. 10. Describe the type of lot surface and the square footage of each type. (e.g. asphalt, gravel, landscaping, dirt, grass, buildings). Response: In summary, the following surfaces will be on the site. • Recycled Asphalt (roadways and parking areas, and utility area in RV park): +/-725,750 SF • Grass (community park, RV pad yards, RV park open spaces): +/- 272,183 SF • Dirt (rodeo arena and area around rodeo): +/- 96,670 SF • Buildings o Livestock Barn: 96,000 SF o Future RV park office and bathhouse: 2000 SF o Future Laundry building: 600 SF o Future Community Center: 10,000 SF • Farmland (crops): approximately 130 acres Also refer to the Plot Plan. 11. How many parking spaces are proposed? How many handicapped (ADA) parking spaces are proposed? Response: Approximately 200 parking spaces are proposed with 10 handicapped (ADA) parking spaces. This quantity of parking spaces will be mainly used during special events. During program or community events, overflow parking will also be provided in an adjacent graded field area. We note that the site soils are sandy, and the overflow parking area will be seeded/stabilized with a dryland grass mix; thus, field parking for events will not negatively impact the site. 12. Explain the existing and proposed landscaping for the site. Response: The existing site is not currently landscaped and is open farmland. The proposed landscaping will maintain this character of limited landscaping and emphasis on open areas and farming, but will include: • Grass turf for the community park area and the RV space yard areas and end cap area of each RV row. The area around the community horseshoe pit and fire ring will also be grass. Grass will be irrigated by either reclaimed wastewater treated in accordance with Colorado Regulation 84 or using ground water. The property includes ownership of 92 acre-feet of adjudicated water rights that can be developed if needed. • Dryland grass (seeded) for general open areas not generally subject to human or vehicle traffic. Temporary irrigation will be provided as required until roots are established • Sixteen (16) 3 -ft tall blue spruce trees or other evergreen species (suitable for USDA Zone 5b) will be planted in the RV park — one at the end of each row. The trees will be irrigated by reclaimed wastewater meeting CO Regulation 84 requirements. • The existing stand of cottonwood trees west of the site access point will be pruned and trimmed. • A combined horse, bike, and hiking trail will be constructed on the eastern portion of the site, along the property boundary to preserve farmland. • A playground area will be provided with either grass, pea gravel, mulch, or other appropriate material under playground equipment. • Boulders or pipe bollards will be placed in the RV park to protect the utility hookups • Some xeriscaping/decorative rock will be used around the entrance and signage. 13. Describe the type of fence proposed for the site (e.g. 6 -foot chain link with earth tone slats) N/A 14. Describe the proposed screening for all parking and outdoor storage areas. If the site is located in a floodplain outdoor storage is restricted. N/A 15. Explain any proposed reclamation procedures when termination of the Use by Special Review activity occurs. N/A 16. Who will provide fire protection to the site? Response: Hudson Fire Department 17. List all proposed on -site and off -site improvements associated with the use (e.g. landscaping, fencing, buildings, drainage, turn lanes, etc.) and a timeline of when you will have each one of the improvements completed. Response: Improvements and timelines are organized by Phases. Phase 1 are those improvements that will be completed initially, contingent on fund availability. Phase 2 is planned next. Description of Improvement Estimated Completion Date Phase 1: • • • • • • On -site roadways & parking areas: Livestock Barn: Rodeo Arena: Community Park: Community Garden: RV park (100 -112 sites) including utilities: Landscaping/trees & seeding: Horse/Hike/Bike Trail: Drainage: Water and wastewater systems: Phase 2 • RV park office, camp store, bathhouse: • Laundry Building: • Community Center: • Additional RV spaces (38-50) ENGINEERING QUESTIONS: August 2018 August 2018 August 2018 December 2018 April 2019 August 2018 October 2018 May 2019 August 2018 August 2018 Future, estimated completion after August 2019 Future, estimated completion after August 2019 Future, estimated completion after August 2019 Future, estimate completion after August 2019 1. Describe how many roundtrips/day are expected for each vehicle type: Passenger Cars/Pickups, Tandem Trucks, Semi-Truck/Trailer/RV (Roundtrip = 1 trip in and 1 trip out of site) Response: Refer to the Traffic Study by Delich Associates, Attached 2. Describe the expected travel routes for site traffic. Response: On -site traffic is related to both the AG complex or the RV park. Both will utilize the same access point and entrance off WCR No.2. Upon entry RV park traffic will travel on the 25ft wide, two-way access road to the RV park area). AG complex traffic will enter and park or drive around the livestock barn, or to the rodeo arena. All site roadways will be able to accommodate turning radiuses for livestock or RV trailers. 9 3. Describe the travel distribution along the routes (e.g. 50% of traffic will come from the north, 20% from the south, 30% from the east, etc.) Response: We estimate that 70% of the traffic will come from the West on WCR No. 2 and 30% will come from the East. Also Refer to the Traffic Study by Delich Associates, Attached. 4. Describe the time of day that you expect the highest traffic volumes from above. Response: We expect the highest traffic volumes will be morning and evening. Refer to the Traffic Study by Delich Associates, Attached. 5. Describe where the access to the site is planned. Response: The existing site access will be used. This access point is located off of WCR No. 2, as shown on the USR Plot Plan. 6. Drainage Design: Detention pond summarized in a drainage report is required unless the project falls under an exception to storm water detention requirements per code section 23-12-30 F.1. A. Does your site qualify for an exception to storm water detention? If so, describe in a drainage narrative the following: 1. Which exception is being applied for and include supporting documentation. 2. Where the water originates if it flows onto the property from an offsite source 3. Where it flows to as it leaves the property 4. The direction of flow across the property 5. If there have been previous drainage problems with the property B. Does your site require a storm water detention pond? If so, the following applies: 1. A drainage report summarizing the detention pond design with construction drawings and maintenance plan shall be completed by a Colorado Licensed Professional Engineer and adhere to the drainage related sections of the Weld County Code. 2. The drainage report must include a certification of compliance stamped and signed by the PE which can be found on the engineering website. 3. A general drainage report guidance checklist is available on the engineering website. More complete checklists are available upon request. Response: See attached Drainage Narrative Report and Drainage Plan prepared by Kurt Rollin, PE of CES Consultants, LLC. ENVIRONMENTAL HEALTH QUESTIONS: 1. What is the drinking water source on the property? If utilizing a drinking water well include either the well permit or well permit application that was submitted to the State -Division of Water Resources. If utilizing a public water tap include a letter from the Water District, a tap or meter number, or a copy of the water bill. Response: Drinking water will be provided by an existing potable water well (Well Permit # 68969) located on an adjacent property owned by co -applicant Dan LaCoe. This well is permitted to pump 50 gpm and up to 18.05 acre -ft per year (annual average). In addition, if needed, there is an additional 92 acre -ft. of adjudicated groundwater rights with the property that may be used if needed. The potable water system will be designed by a CO Professional Engineer and will confirm to the requirements of Weld County and Colorado Department of Public Health and Environment (WCDPE and CDPHE) and specifically CO Regulation 11. Follow-up Question: If the well is located on the adjacent property, please provide verification that it can he utilized for this parcel. 10 Response: Use of the LaCoe well which is on the adjacent property is specifically allowed and permitted in the Well Permit (# 69869). The well permit references a decree granted in case no. 2004CW016 Division 1 Water Court; which explicitly states that this water may be used, reused, and the owner may successively use, sell, and otherwise dispose of all the ground water decreed for uses including municipal, domestic, agricultural, commercial, irrigation, stock watering, recreational, fish and wildlife, fire protection, and any other beneficial use on or off the Subject Property (paraphrased from the Decree). A copy of this decree is attached. 2. What type of sewage disposal system is on the property? If utilizing an existing septic system provide the septic permit number. If there is no septic permit due to the age of the existing septic system, apply for a septic permit through the Department of Public Health and Environment prior to submitting this application. If a new septic system will be installed please state "a new septic system is proposed". Only propose portable toilets if the use is consistent with the Department of Public Health and Environment's portable toilet policy. Response: A new engineered wastewater treatment facility will serve all property uses. The facility will be permitted and designed in accordance with WCDPHE and CDPHE requirements and specifically CO Regulation 22. The wastewater treatment facility will be designed by a CO Professional Engineer. Treated effluent will be discharged under a CO Discharge Permit or reused and reclaimed for irrigation as allowed by CO Regulation 84. If needed and as is allowed for special, temporary use events, portable toilets may be periodically used as well (temporary basis only). 3. If storage or warehousing is proposed, what type of items will be stored? N/A 4. Describe where and how storage and/or stockpile of wastes, chemicals, and/or petroleum will occur on this site. N/A 5. If there will be fuel storage on site indicate the gallons and the secondary containment. State the number of tanks and gallons per tank. N/A 6. If there will be washing of vehicles or equipment on site indicate how the wash water will be contained. N/A 7. If there will be floor drains indicate how the fluids will be contained. N/A 8. Indicate if there will be any air emissions. (e.g. painting, oil storage, etc.) N/A 9. Provide a design and operations plan if applicable. (e.g. composting, landfills, etc.) N/A 10. Provide a nuisance management plan if applicable. (e.g. dairies, feedlots, etc.) N/A 11. Additional information may be requested depending on type of land use requested. 12. Follow-up Question: Provide a waste plan for the RV Park Response: We have discussed this question with Environmental Health Specialist Ben Frissell on 9-18-17. We understood that the question was related to municipal (garbage) waste handling practices (waste plan) and disposal. RV garbage waste will be handled by provision of four (4), 8 cubic yard (CY) dumpsters. The dumpsters will be picked -up (emptied) 2 times per week. This service will be contracted to a licensed waste hauling company such as American Disposal Services. 13. Follow-up Question: How will animal waste be disposed? Response: Animal waste (bedding and manure) will be collected and stored on -site in a suitable location to minimize site and use impacts, and subsequently land applied. The property use includes farming of approximately 130 acres of land to the north and east of the Ag Complex and RV park. The bedding and manure storage area and method will comply with applicable regulations and best management practices. The bedding and manure material will be land applied periodically at appropriate agronomic rates to support the crop being grown. 11 BUILDING QUESTIONS 1. List the type, size (square footage), and number of existing and proposed structures. Show and label all existing and proposed structures on the USR drawing. Label the use of the building and the square footage. Response: a. Existing Structures (none) b. Proposed Structures 1. Livestock Barn: 96,000 SF 2. Future RV park office and bathhouse: 2000 SF 3. Future Laundry building: 600 SF 4. Future Community Center: 10,000 SF 2. Explain how the existing structures will be used for this USR? N/A 3. List the proposed use(s) of each structure. Response: a. Livestock Barn: The livestock barn will contain pens for swine, lambs, goats, beef, horses/camelids, with space for other animals. The Achieve More livestock barn will also have two climate controlled showing arenas, a concession stand, and community gathering/classroom space. b. Future RV Park Office and Bathhouse: This future structure will provide reception services for RV park guests and bathhouse (toilets, sinks, showers) c. Future Laundry Building: Contain washer and dryer machines and laundry tables. d. Future Community Center: Community kitchen, banquet/ event hall, meeting room, conference room, community gathering room. END 12 Diana Aungst From: Bob Frachetti [mailto:bob@frachetti.com] Sent: Friday, February 02, 2018 8:53 AM To: Diana Aungst <daungst@weldgov.com> Cc: Dan LaCoe <Dan@danscustom.com> Subject: Re: 2/6 PC hearing Thank you Diana for sharing the updated conditions. Upon review I also noted the below conditions. 8. Five (5) security guards for first 350 persons attending the event and ten (10) additional secun + guards for security within and among the spectators shall be icon site during any event. (Department of Planning Services) vices) Two (2) persons trained in emergency medical technotogy for the first 350 persons and one (1) additional person for every 350 persons after that shall be on site during any event_ (Department of Planning Services) USR 1755 Page 9 of 13 10. One (1) ambulance shall be on site dunng any event (Department of Planning services) We would like to talk with you about the condition # 8 that we have 15 security guards present for any event. Our events will range in size, and also we note that these are family events. When asked to update our our questionnaire, we had suggested that a ratio of 1 security guard per 250 persons was appropriate for this type of event. (Response to Question 6). We also note that the Weld County Sheriff's Office responded to the referral request with no comments. We also are concerned with condition #9 and the cost / value of having an ambulance parked on site for any event. We note that the hospital is about 10 minutes away from our site. We are agreeable to providing security and medical services during events, but ask that the # of security ad medical personal mandated to be on site be reduced in consideration of the size of the event and also the type of event. We ask that Weld County accept our proposed security and medical services plan as proposed in our reply to the Planning Department Question #6. (shown again below for convenience) 'Under planning question #6 state the maximum number of volunteers and employees you expect to be onsite during a community event. For large events will you hire security and/or medical personnel from agencies? What is the ratio of security personnel and medical personnel per It of people on site? Will alcohol, weapons, gambling be permitted on site? Response: The Achieve More AG Complex will utilize adult volunteers to provide oversight and supervision. During non -peak times, there will be 1-2 volunteers on site; during program and community events, the number of volunteers will increase to up to 30 persons. The RV park will have one to two employees. Initially, the on -call RV park manager will visit the site at least daily for a minimum of two hours per day, and as needed. In addition, facilities maintenance and grounds keeping contract services will visit the site as needed. 1 For large events, we will have security personnel and medical personnel. The proposed facility use is low risk since the events are agricultural and family focused consistent with the mission and vision and programs of Achieve More, Inc. 501(c)3 www.letsachievemore.org. Nevertheless, we will have security personnel on site during larger events at a ratio of 1:250 persons. We will also have a fully equipped and staffed first aid station open during events. Medical equipment will include a defibrillator. For large events, we will have at least one certified emergency medical technician (EMT). Alcohol will be permitted on -site; but under strict control and limits. Alcohol consumption is not a primary focus or element of our planned events. However, responsible alcohol consumption will be allowed at certain events. For example, alcohol may be served during livestock auction events or fundraisers for Achieve More. Also, alcohol will be permitted in the RV park, but again consumption with will be tightly regulated via the rental agreements with guests and monitored by the park manager. Irresponsible use of alcohol, public intoxication, and rude or otherwise disruptive behavior which disturbs the peace will not be tolerated and violation of these rules is grounds for immediate eviction." Thank you. Bob Bob Frachetti, P.E. bob@frachetti.com 303-995-7800 This email message is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. If you are not the intended recipient, please contact the sender by reply email and destroy all copies of the original message. 2 Nu ber of acres =I 178.00 Animal Amount" Total AU 4 AU Cattle 80 80 1 Bkon 0 1 Mule 0 1 Ostrich 0 1 0 1 Flk Horse 100 100 1 Swine 600 120.00 5 Sheep. 400 d0.00 10 Llama 0.00 10 Goat 0.00 10 Alpaca 0.00 13 Poultry 50 1.00 50 Rabbit 0.00 50 Total: 1230 341.44 Acceptable fO68OQ Allowed less than 320 6 5 6 5 6 6 30 60 60 60 78 300 30O per acre 240'-0" 10'x10' HORSE STALLS 4UU-U- WASH RACK 10'x10' CATTLE PANELS 25' O.C, (TYP \- COLUMNS 80' O.C, (TYP) 14'x14' DOOR 14'x14' DOOR ALL DOORS 3' WIDE CONFERENCE ROOM CONCESSIONS OFFICE OFFICE BLEACHERS BLEACHERS BLEACHERS BLEACHERS RECEPTION/ OFFICE BLEACHERS ARENA ANNOUNCERS STAND ANNOUNCERS STAND ARENA 1 14'x14' DOOR 6'x6' PENS W! GATES 3' DOORS MAIN ENTRANCE BLEACHERS PLAN 1T32-"=-171" SCALE LOADING DOCK U Z 0 z2 O 0 IU U < N� Z L.L H < ZO O w 2 0 0 CC U O co m Z < O O O E UGHTSCQM Ideal for commercial, wall -mount applications outdoors, including office buildings, hospitals, schools, malls, restaurants, warehouses, parking areas, underpasses, loading docks, gas stations, recreation areas and more, 5000K cold white light Rotatable / Angle the light any way you need IP65 sealed (water resistant) aluminum enclosure Instant on, glare free, uniform lighting Easy installation and operation UL, DLC certified Specifications Light Output Power Consumption Average Lamp Life Color CRI Cover Working Environment Number of LEDs Housing Material Housing Color Dimensions Certification Warranty 40W 5,080 lumens 40W 50,000 hours Cool White: 5000K >70 Clear Outdoor 15 Aluminum alloy Black 9.1"x 5.2"x 5.6" DLC, UL 5 Years SOW 10,680 lumens 80W 50,000 hours Cool White: 5000K >70 Clear Outdoor 30 Aluminum alloy Black 9.1"x 5.2"x 8.9" DLC, UL 5 Years 7835 Wilkerson Ct, San Diego, CA 92111 858.581,0597 • 1610 Republic Road, Huntingdon Valley, PA 19006 215.355.7200 Email: lights@eledlights,com ACHIEVE MORE TRAFFIC IMPACT ANALYSIS WELD COUNTY, COLORADO SEPTEMBER 2017 Prepared for: NVI, LLC/Achieve More, Inc 20905 Weld County Road 2 Brighton, CO 80603 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive Loveland, CO 80538 Phone: 970-6 6 -2061 FAX: 970-669-5034 astil L. jiliMI711r41 Project #1779 TABLE OF CONTENTS I. INTRODUCTION 1 II. EXISTING CONDITIONS 2 Land Use 2 Roads 2 Existing Traffic 2 III. PROPOSED DEVELOPMENT 5 Trip Generation 5 Trip Distribution 7 Background Traffic Projections 7 Trip Assignment 7 Signal Warrants Operation Analysis 7 Geometry 15 IV. CONCLUSIONS/RECOMMENDATIONS 17 —41LDELICH Achieve More TIS, September 2017 ��►,-ASSOCIATES LIST OF TABLES 1. Trip Generation 5 2. Short Range (2022) Total Peak Hour Operation 14 3. Long Range (2035) Total Peak Hour Operation 14 LIST OF FIGURES 1. Site Location 3 2. Recent Peak Hour Traffic 4 3. Site Plan 6 4. Trip Distribution 8 5. Short Range (2022) Background Peak Hour Traffic 9 6. Long Range (2035) Background Peak Hour Traffic 10 7. Site Generated Peak Hour Traffic 11 8. Short Range (2022) Total Peak Hour Traffic 12 9. Long Range (2035) Total Peak Hour Traffic 13 10. Short Range (2022) and Long Range (2035) Geometry 16 APPENDICIES A. Recent Daily and Peak Hour Traffic B. Short Range (2022) Total Peak Hour Operation C. Long Range (2035) Total Peak Hour Operation —0'11—DELICH Achieve More TIS, September 2017 Vr ,-ASSOCIATES I. INTRODUCTION This traffic impact study (TIS) for the Achieve More addresses the capacity, geometric, and traffic control requirements at and near the proposed development. The proposed Achieve More site is located on WCR2, 1.3 miles east of WCR39 (Harvest Road) in Weld County, Colorado. This study conforms to the Weld County traffic impact analysis format. The scope of this study was discussed with the owner/developer, project engineer, and Weld County staff. The study involved the following steps: • Collect physical, traffic, and development data; • Perform trip generation, trip distribution, and trip assignment; • Determine daily and peak hour traffic volumes; • Conduct capacity and operational level of service analyses on key intersections for the existing conditions, the short range future (2022), and the long range (2035) future; • Analyze signal warrants; • Determine need for auxiliary lanes and lengths; g—tifLDELICH Achieve More TIS, September 2017 -vrjr ASSOCIATES Page 1 II. EXISTING CONDITIONS The location of Achieve More is shown in Figure 1. It is important that a thorough understanding of the existing conditions be presented. Land Use Land uses in the area are primarily agricultural (open). There are agricultural uses to the north, south, east, and west of the site. Land adjacent to the site is flat (<3% grade) from a traffic operations perspective. Roads The primary road near the Achieve More site is WCR2. Weld County Road 2 is to the south of the Achieve More. It is an east -west road. Currently, WCR2 is a two-lane road with 3 foot shoulders adjacent to the Achieve More site. Weld County Road 2 has a posted speed limit of 55 mph in this area. Existing Traffic Recent daily and peak hour traffic counts at WCR2, east of the Denver Hudson Canal (future site access) is shown in Figure 2. Raw traffic data is provided in Appendix A. The traffic data was collected in August 2017. 1 LDELICH Achieve More TIS, September 2017 yr/ ASSOCIATES Page 2 Alikk "' 4 fit,,,; L'n•In:e Let VIP ilt4 'y Taflawa Greenhouse Eng O C m Fwarnd Yr ,n; ...ire Win In Air 0-I fa.t. ti S. vriAls Ayr Lo ll�ruir'tClwn QtVicaCD 4ovnstAHt. lril IAnt. '^,7 Lochbr:ev .snub O a 1Y�ah Lars r 'i 6Clth Pa L6furt Ant I Attar Vnlhhy Nuii7err 0 le *Ey lrrc�+i-r��rr r till lip e,:,,, F Td.41Gi ,.it Prornanade 1{larlaairnalnalio Academy k IS:.t? Val i n 1Li.".'I trV Venal re 54cli9h 0 T F fl:Yi ii•a Neto' cri Ault) Q {t ii fit ,.Irlfrl hi Bi• 6i h. 4 1' •• •It IZ.' if M' • rat CO • Natural l Peal f ry r ii'!rl' li4' a.% [TO fif ITAJ Cal els 44, • As U 1 ;Veer r 1't ,-C; r..t i.iEt! ' .t E 9&dh Cri itI E'wave Color utlo O F •J.WI, Rancho U. la 0tarn tFlile Negw F It.nir. A.2tf r ri.[y1, 4 Ire,, .r. •',5••.. IF�u-J vn Wetdltro- A F�rsaltt3rr" t: .i..II -.d.;1 rgldll#Y R eseralr otternmer C N Achieve More t R 6 C 16[,'ttfr.% int F °G:;lr.Aro F lri'i1 J.., Hale !In Na3 Fiirarrms Ik SITE LOCATION Figure 1 -ILL-DELICH yr/ 1 -ASSOCIATES Achieve More TIS, September 2017 Page 3 2468 -sad— 52/167 177/67 — WC R2 N - - AM/PM Daily -yN N• — RECENT DAILY AND PEAK HOUR TRAFFIC Figure 2 --/or LDELICH 7, ,—ASSOCIATES Achieve More TIS, September 2017 Page 4 III. PROPOSED DEVELOPMENT Achieve More is a family oriented RV park along with an agricultural facility including livestock barn and indoor arena, outdoor horse arena, and a community park. Figure 3 shows the site plan of Achieve More. The short range analysis (Year 2022) includes full development of proposed facility and an appropriate increase in background traffic, due to normal growth and other known developments in the area. The long range analysis year is considered to be 2035. Trip Generation Trip generation is important in considering the impact of a development such as this upon the existing and proposed street system. Trip Generation, 9th Edition, ITE was used to estimate trips that would be generated by the RV parks. The variable used was "occupied camp sites/rooms." Therefore, the trip generation reflects full occupancy. There is no daily rate given for an RV park. Therefore, the daily trip generation rate was calculated for the RV sites based upon the ratio of the peak hour trip generation rates for Campground/Recreational Vehicle Park, Code 416 and Motel, code 320. For the agricultural facility, information provided by the Achieve More was deemed to be more appropriate. Mid -August through May is the slow season for the agricultural facility. It is expected that there will be approximately 30 vehicles per day for animal boarding and facility rentals. This is expected to increase to approximately 60 vehicles per day from April through June. July through August is the busiest with approximately 90 vehicles per day. This reflects weekday traffic. Table 1 shows the trip generation for the Achieve More on a daily and peak hour basis. The trip generation of the future Achieve More resulted in 816 daily trip ends, 50 morning peak hour trip ends and 58 afternoon peak hour trip ends. il TABLE Trip Generation Code i Use Size AWDTE. AM Peak Hour PM Peak Hour Rate Trips Rate I In Rate Out Rate In Rate Out East and West Site Accesses 416 RV Park 150 sites 4.24 636 0.08 12 0.13 20 0.18 27 0.09 14 Agricultural Vehicles 90 vehicles 180 15 3 4 13 Total 816 27 23 31 27 LDELICH �ASSOCIATES Achieve More TIS, September 2017 Page 5 \ f. SD' Ui1LTY EASDIAENT SNO cats HELLS I I -\ • N N 1 ULNVLN—NJIEJN ;ANAL LJl`tLtNI RIGIT—Df—W;'i (riP) — _ SEC119P1 LINE (W) tiN 4 1 J 1 4 1JJ 1 V (2,1 I I I I 1 1 ' ' 1' 1' I' 1' I 1 • 111x1. ▪ . . . se • i 1 • .,. 1 1.1 I' L ' I' 1 ' LL'1'l • • • •1J., • • .I. •ckitv... 4 .� .. .. .. .. ... ... r ..� LJ',IETOCK BARB s&.000 T II PARKIN. MEA new RFCYCIFD ASFHALT 430,032 tvJ F- 1 / y} • �� • r SITE PLAN 60' R.)IUS (r9) IN a eisrea— FV FARK OFRCE AND EA II-NULSL "MINI 11,700 SO FT AL ROAD WAYS ARE 2 MY -RAMC illier f— PFC SED 25* ACCESS ROAD E1T1MG 1B'CNP CULTERT ,,,M1 I F b ROVER '— ACCESS FCIN Nc. XCOOECO(DOOZIX. i I i 1 I i I DCC PRCPEFFY fT ~�~-LC — ~I I I ti' I'UL Mitt / bit IKAL a I ID11TTCC 'RbL4 M/ CIII ltlRAl / HISTORC N1EWRflIV_ STAI,S) 1 E6' [AMOR' TO PANHANDLE EASTERN ' PIrE1Jtc tO I Ca1S1NC 1ILCPIIONE RCo:CTAL Ow: SOOT -4 E)CE OF WC .. Na 2 ND1 S1.174EYED ANt) 13 AP'FROXIVAIE BASED Cis C#1GLE EARTH i , 'R(,Y'E!t Y LNE (TYP) Figure 3 --/� LDELICH � iff,-ASSOCIATES Achieve More TIS, September 2017 Page 6 1 1 I I 3GPIE; r=20DI I Trip Distribution Trip distribution for Achieve More was based on existing travel patterns for Achieve More and consideration of trip attractions/productions for this land use. Figure 4 shows the trip distribution used for Achieve More. Background Traffic Projections Figures 5 and 6 show the respective short range (2022) and long range (2035) background peak hour traffic at the proposed intersection. Background traffic projections for the short range and long range future horizons were obtained by reviewing the Weld County Transportation Plan. Through traffic volumes (non -site) in the area were increased at a rate of 3.5 percent per year. Trip Assignment Trip assignment is how the generated and distributed trips are expected to be loaded on the street system. The assigned trips are the resultant of the trip distribution process. The site generated trip assignment for Achieve More is shown in Figure 7. The site generated traffic was combined with the background (non -site) traffic to determine the total forecasted traffic for the study area. Figures 8 and 9 show the respective short range (2022) and long range (2035) total peak hour traffic at the WCR2/Site Access intersection. Signal Warrants As a matter of policy, traffic signals are not installed at any location unless warrants are met according to the Manual on Uniform Traffic Control Devices. Using Figure 9, the WCR2/Site Access intersection will not meet the lower threshold for the minor street in the peak hour volume signal warrants in the long range (2035) future. Operation Analysis Operation analyses were performed at the WCR2/Site Access intersection. The operation analyses were conducted for the short range analysis, reflecting a year 2022 condition. The long range analysis reflects a year 2035 condition. Using the traffic volumes shown in Figure 8, the WCR2/Site Access intersection operates in the short range (2022) total peak hour as indicated in Table 2. Calculation forms for these analyses are provided in Appendix B. The WCR2/Site Access intersection operates acceptably during both the morning and afternoon peak hours. n iaELICH Achieve More TIS, September 2017 —711 ASSOCIATES Page 7 SITE 70% col 30% N TRIP DISTRIBUTION Figure 4 --/t LDELICH � J ,-ASSOCIATES Achieve More TIS, September 2017 Page 8 2931 Mown -' 62/198 210/80 -:--- WCR2 N -ode— AM/PM Daily -yN N• - SHORT RANGE (2022) BACKGROUND DAILY AND PEAK HOUR TRAFFIC Figure 5 -/f LDELICH _7J ,-ASSOCIATES Achieve More TIS, September 2017 Page 9 4585 Ninsa- -was— 95/310 330/125 --- WCR2 N --i-- AM/PM Daily LONG RANGE (2035) BACKGROUND DAILY AND PEAK HOUR TRAFFIC Figure 6 --/� LDELICH �Ar ASSOCIATES Achieve More TIS, September 2017 Page 10 570 ow - a) r CI) co 19/22 -11 819 245 WCR2 N AM/PM Daily -yN N• - SITE GENERATED DAILY AND PEAK HOUR TRAFFIC Figure 7 -/'f LDELICH _7J cASSOCIATES Achieve More TIS, September 2017 Page 11 3501 Sim co 19/22 —11 210/80 -s- \\- 819 -�� 62/198 3176 WCR2 N AM/PM Daily -yN N• - SHORT RANGE (2022) TOTAL DAILY AND PEAK HOUR TRAFFIC Figure 8 -/f LDELICH _7J ,-ASSOCIATES Achieve More TIS, September 2017 Page 12 5155 C c O LU 20/20 -11 330/120 -Pub- \\- 10110 -go- 95/310 4830 WCR2 N AM/PM Daily -yN N• — LONG RANGE (2035) TOTAL DAILY AND PEAK HOUR TRAFFIC Figure 9 -/f LDELICH _7J ,—ASSOCIATES Achieve More TIS, September 2017 Page 13 TABLE Short Range (2022) Total 2 Peak Hour Operation Intersection Movement Level of Service AM PM WCR2/Site Access (stop sign) A A EB LT/T A B SB LT/RT TABLE 3 Long Range (2035) Total Peak Hour Operation Intersection Movement Level of Service AM PM WCR2/Site (stop sign) Access A A EB LT/T B B SB LT/RT d—nLaELICH Achieve More TIS, September 2017 cASS0C1ATES Page 14 Using the traffic volumes shown in Figure 9, the WCR2/Site Access intersection operate in the long range (2035) total peak hour as indicated in Table 3. Calculation forms for these analyses are provided in Appendix C. The WCR2/Site Access intersection operates acceptably during the peak hours. Geometry The short range (2022) and long range (2035) geometry is shown in Figure 10. Turn lanes shall be installed on collector and arterial roadways according to Weld County standard. Based on the Weld County Standards, a left -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume greater than 10 vph, a right -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume greater than 25 vph, a right -turn acceleration lane is required at an intersection with a projected peak egress turning volume greater than 50 vph, and a left -turn acceleration lane is required if it would be a benefit to the safety and operation of the roadway. The following applies to the WCR2/Site Access intersection using Figure 9. Based on the eastbound left -turn volume, a left -turn deceleration lane is required and should be 635 feet in length; this includes a bay taper of 18.5:1. The site access is approximately 500 feet from a culvert to the west. The cost to widen this culvert is too much for this project to bear at this time. Therefore, a variance will be request after discussions with the county to reduce the eastbound left -turn lane and/o►r reduce the RV Park sites. Based on the westbound right -turn volume, a right -turn deceleration lane is not required. Based on the eastbound right -turn volume, a right -turn acceleration lane is not required. 1 LDELICH Achieve More TIS, September 2017 -vrir cASS0ClATES Page 15 WCR2 N - Denotes Lane SHORT RANGE (2022) AND LONG RANGE (2035) GEOMETRY Figure 10 -/'f LDELICH _7J ,-ASSOCIATES Achieve More TIS, September 2017 Page 16 IV. CONCLUSIONS/RECOMMENDATIONS This study assessed the impacts of Achieve More development on the short range and long range road system in the vicinity of the proposed development. Achieve More is a family oriented RV park along with an agricultural facility including livestock barn and indoor arena, outdoor horse arena and a community park. It is located on WCR2, 1.3 miles east of WCR39 in Weld County, Colorado. As a result of this analysis, the following is concluded: • The development of Achieve More is feasible from a traffic engineering standpoint. In the future, the additional trip generated by the proposed Achieve More will generate approximately in 816 daily trip ends, 50 morning peak hour trip ends, and 58 afternoon peak hour trip ends. • In the short range (2022) future, the WCR2/Site Access intersection will not meet the lower threshold for peak hour signal warrants. A traffic signal is not recommended at the WCR2/Site Access intersection. • In the short range (2022) future, given the increase of traffic for Achieve More and an increase in background traffic, the WCR2/Site Access intersection operates acceptably during the peak hours. • In the long range (2035) future, given the increase of traffic for Achieve More and an increase in background traffic, WCR2/Site Access intersection operates acceptably during the peak hours. • The short range (2022) and long range (2035) geometry is shown in Figure 10. An eastbound left -turn deceleration lane is required and should be 635 feet in length; this includes a bay taper of 18.5:1. DELICH Achieve More TIS, September 2017 jr ASSOCIATES Page 17 APPENDIX A All Traffic Data Wheat Ridge, CO 80033 Page 1 Date Start: 30 -Aug -17 Date End: 30 -Aug -17 Site Code: 1 E 168TH AVE E/0 DENVER HUDSON CANAL Start Time 30 -Aug -17 Wed EB WB Total 12:00 AM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 12:00 PM 01:00 02:00 03:00 04:00 05:00 06:00 07:00 08:00 09:00 10:00 11:00 0 2 1 7 21 89 131 172 91 72 49 47 70 60 60 70 70 63 52 36 25 20 4 3 7 2 4 4 2 5 28 46 66 39 50 58 58 52 61 126 126 160 148 79 67 35 20 10 7 4 5 11 23 94 159 218 157 111 99 105 128 112 121 196 196 223 200 115 92 55 24 13 Total Percent 1215 49.2% 1253 50.8% 2468 AM Peak Vol. PM Peak Vol. lal 07:00 172 12:00 70 08:00 66 17:00 160 al al MEM lal la la all la 07:00 218 17:00 223 Grand Total Percent ADT 1215 49.2% ADT 2,468 1253 50.8% AADT 2,468 2468 Combined Start Date: 8/30/2017 Start Time: 12:00:00 AM Site Code: 1 Location 1: E 168TH AVE E/O DENVER HUDSON CANAL Date 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 Time 12:00 AM 12:15 AM 12:30 AM 12:45 AM 01:00 AM 01:15 AM 01:30 AM 01:45 AM 02:00 AM 02:15 AM 02:30 AM 02:45 AM 03:00 AM 03:15 AM 03:30 AM 03:45 AM 04:00 AM 04:15 AM 04:30 AM 04:45 AM 05:00 AM 05:15 AM 05:30 AM 05:45 AM 06:00 AM 06:15 AM 06:30 AM 06:45 AM 07:00 AM 07:15 AM 07:30 AM 07:45 AM 08:00 AM 08:15 AM 08:30 AM 08:45 AM 09:00 AM 09:15 AM 09:30 AM 09:45 AM 10:00 AM 10:15 AM 10:30 AM 10:45 AM 11:00 AM 11:15 AM 11:30 AM 11:45 AM EB WB 0 1 0 2 0 3 0 1 0 0 0 0 1 0 1 2 0 2 0 2 0 0 1 0 1 0 1 2 3 0 2 2 8 0 3 1 5 0 5 1 19 1 20 1 28 0 22 3 21 7 37 6 40 6 46 33 9 42 34 12 46 43 5 48 58 13 71 37 16 53 39 18 57 18 16 34 18 19 37 16 13 29 2 16 13 12 10 15 14 12 10 13 14 8 10 16 16 11 12 13 18 7 12 16 16 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 8/30/2017 12:00 PM 12:15 PM 12:30 PM 12:45 PM 01:00 PM 01:15 PM 01:30 PM 01:45 PM 02:00 PM 02:15 PM 02:30 PM 02:45 PM 03:00 PM 03:15 PM 03:30 PM 03:45 PM 04:00 PM 04:15 PM 04:30 PM 04:45 PM 05:00 PM 05:15 PM 05:30 PM 05:45 PM 06:00 PM 06:15 PM 06:30 PM 06:45 PM 07:00 PM 07:15 PM 07:30 PM 07:45 PM 08:00 PM 08:15 PM 08:30 PM 08:45 PM 09:00 PM 09:15 PM 09:30 PM 09:45 PM 10:00 PM 10:15 PM 10:30 PM 10:45 PM 11:00 PM 11:15 PM 11:30 PM 11:45 PM 24 15 25 15 9 14 12 14 16 10 14 12 18 13 12 17 19 17 14 10 11 17 16 17 24 28 12 23 15 30 19 45 20 33 53 19 29 48 19 27 46 12 37 49 20 40 60 15 42 57 20 48 68 8 30 38 15 33 48 17 44 7 43 13 28 12. 20 11 19 7 18 6 22 4 23 9 19 6 16 6 9 8 8 3 9 5 12 4 6 2 8 2 5 0 3 4 1 2 0 2 1 4 1 2 3 APPENDIX B HCM 2010 TWSC 3: WC R2 & Site Access short total am Intersection Int Delay, s/veh Movement 1.1 EBL EBT WBT WBR BBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized nelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor t 19 210 19 210 0 0 Free Free - None 0 - 0 - 0 92 92 2 2 21 228 Majorl 1 62 62 0 Free 0 0 92 2 67 Major2 8 8 0 Free None 92 2 9 7 7 0 Stop 0 0 0 92 2 8 Minor2 16 16 0 Stop None - 92 2 17 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 Approach 76 0 4.12 2.218 1523 1523 - EB al - WB 0 342 72 72 270 6.42 6.22 5.42 5.42 3.518 3.318 654 990 951 775 645 990 645 951 764 SB HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt 0.6 EBL EBT WBT WBR SBLn1 0 9.4 A Capacity (veh/h) HCM Lane V/C Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1523 0.014 7.4 A 0 - 851 - 0.029 - 9.4 - A - 0.1 09/12/2017 Baseline Synchro 9 Light Report Page 1 5 HCM 2010 TWSC 3: WC R2 & Site Access short total pm Intersection Int Delay, slveh Movement 1.3 EBL EBT WBT WBR BBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized nelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor t 22 80 22 80 0 0 Free Free - None 0 - 0 - 0 92 92 2 2 24 87 Majorl 1 198 9 198 9 0 0 Free Free - None 0 0 92 2 215 Major2 92 2 10 8 8 0 Stop 0 0 0 92 2 9 Minor2 19 19 0 Stop None - 92 2 21 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 Approach 225 0 4.12 2.218 1344 1344 - EB al - WB 0 355 220 220 135 6.42 6.22 5.42 5.42 3.518 3.318 643 820 817 891 632 820 632 817 875 SB HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt 1.7 EBL EBT WBT WBRSBLn1 0 10 B Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1344 0.018 7.7 A 0.1 - - 754 - 0.039 - 10 - B - 0.1 22 09/12/2017 Baseline Synchro 9 Light Report Page 1 6 UNSIGNALIZED INTERSECTIONS Level -of -Service Average Total seclveh Delay A <10 B >10 and <15 C >15 and <25 D > 25 and < 35 E > 35 and < 50 F >50 SIGNALIZED INTERSECTIONS Level -of -Service Average Total Delay seclveh A <10 B >10and <20 C > 20 and < 35 D > 35 and < 55 E > 55 and < 80 F >20 7 APPENDIX C HCM 2010 TWSC 3: WC R2 & Site Access long total am Intersection Int Delay, slveh 0.8 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized nelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor t 20 330 20 330 0 0 Free Free - None 0 - 0 - 0 92 92 2 2 22 359 Majorl 1 95 10 95 10 0 0 Free Free - None 0 0 92 2 103 Major2 92 2 11 10 10 0 Stop 0 0 0 92 2 11 Minor2 15 15 0 Stop None - 92 2 16 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 Approach 114 0 4.12 2.218 1475 1475 - EB al - WB 0 511 109 402 7.12 6.12 6.12 3.518 3.318 473 945 896 625 468 468 883 616 SB 109 6.22 945 - HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt 0.4 EBL EBT WBT WBR SBLn1 0 10.6 B Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1475 0.015 7.5 A 0 - - 671 - 0.04 - 10.6 - B - 0.1 22 09/12/2017 Baseline Synchro 9 Light Report Page 1 9 HCM 2010 TWSC 3: WC R2 & Site Access long total pm Intersection Int Delay, slveh Movement 1 EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future V0l, veh/h Conflicting Peds, #/hr Sign Control RT Channelized nelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow Major/Minor t 20 120 20 120 0 0 Free Free - None 0 - 0 - 0 92 92 2 2 22 130 Majorl 1 310 10 310 10 0 0 Free Free - None 0 0 92 2 337 Major2 92 2 11 1 0 10 0 Stop 0 0 0 92 2 11 Minor2 20 20 0 Stop None - 92 2 22 Conflicting Flow All Stage 1 Stage 2 Critical Hdwy Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy Pot Cap -1 Maneuver Stage 1 Stage 2 Platoon blocked, % Mov Cap -1 Maneuver Mov Cap -2 Maneuver Stage 1 Stage 2 Approach 348 0 4.12 2.218 1211 1211 - EB - WB 0 516 342 342 174 6.42 6.22 5.42 5.42 3.518 3.318 519 701 719 856 510 701 510 719 840 SB - HCM Control Delay, s HCM LOS Minor Lane/Major Mvmt 1.1 EBL EBT WBT WBRSBLn1 0 Capacity (veh/h) HCM Lane WC Ratio HCM Control Delay (s) HCM Lane LOS HCM 95th %tile Q(veh) 1211 0.018 8 A 0.1 - - 623 - 0.052 - 11.1 - B - 0.2 25 09/12/2017 Baseline Synchro 9 Light Report Page 1 10 DELICH ASSOCIATES Traffic & Transportation Engineering amit' L- 2272 Glen Haven Drive Loveland, Colorado 80538 Phone: (970) 669-2061 Fax: (970) 669-5034 TO: FROM: DATE: SUBJECT: MEMORANDUM Bob Frachetti/Dan LaCoe, Achieve More Inc. Evan Pinkham, Weld County Public Works Joseph Delich February 2, 2018 -7 i r Achieve More (Initial Phase) Traffic Impact Analysis Addendum (File: 1779ME01) This memorandum constitutes an addendum traffic impact study for the initial phase of Achieve More. The "Achieve More Traffic Impact Analysis," dated September 2017, covers full development of the Achieve More site. This memorandum provides a traffic impact study for the initial phase of Achieve More. This memorandum only evaluates the short range (2022) future at the initial phase. The site location is shown in Figure 1. The proposed Achieve More site is located on WCR2, 1.3 miles east of WCR39 (Flan/est Road) in Weld County, Colorado. The primary road near the Achieve More site is WCR2. Weld County Road 2 is to the south of the Achieve More site. It is an east -west road. Currently, WCR2 is a two-lane road with 3 foot shoulders adjacent to the Achieve More site. Weld County Road 2 has a posted speed limit of 55 mph in this area. Due to the cost associated with constructing WCR2 improvements associated with the full development, Achieve More reviewed their construction phasing plan to determine if initially limiting occupancy of the RV park while the Achieve More livestock barn, rodeo and event facilities were being built would reduce traffic. In summary, our analysis concluded that if the RV park occupancy was limited to 70 spaces, the peak. hour traffic ingress counts would be less than 10 vph (vehicles per hour) from the west and thus the WCR2 improvements would not be needed initially. Figure 2 shows the site plan of Achieve More. Trip Generation, 9t"' Edition, ITE was used to estimate trips that would be generated by the RV park. The variable used was "occupied camp sites/ rooms." Therefore, the trip generation reflects full occupancy. There is no daily rate given for an RV park. Therefore, the daily trip generation rate was calculated for the RV sites based upon the ratio of the peak hour trip generation rates for Campground/Recreational Vehicle Park (Code 416) and Motel (Code 320). Table 1 shows the trip generation for the Achieve More on a daily and peak hour basis. The trip generation of the initial phase of Achieve More resulted in 296 average daily trip ends, 15 morning peak hour trip ends (ingress 6/egress 9), and 19 afternoon peak hour trip ends (ingress 13/egress 6). The trip distribution is the same as the cited TIA and is shown in Figure 3. The assigned trips are the resultant of the trip distribution process. The site generated trip assignment for the initial phase of Achieve More is shown in Figure 4. Figure 5 shows the short range (2022) background peak hour traffic per the cited TIA. The site generated traffic was combined with the background (non -site) traffic to determine the total forecasted traffic for the study area. Figure 6 shows the short range (2022) total peak hour traffic at the WCR2/Site Access intersection. Operation analyses were performed at the WCR2/Site Access intersection. The operation analyses were conducted for the short range analysis, reflecting a year 2022 condition. Using the traffic volumes shown in Figure 6, the WCR2/Site Access intersection operates in the short range (2022) total peak hour as indicated in Table 2. Calculation forms for these analyses are provided in Appendix A. The WCR2/Site Access intersection operates acceptably during both the morning and afternoon peak hours. The short range (2022) geometry for the initial phase of Achieve More is shown in Figure 7. Turn lanes shall be installed on collector and arterial roadways according to Weld County Standards. Based on the Weld County Standards, a left -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume greater than 10 vph, a right -turn deceleration lane is required at an intersection with a projected peak hour ingress turning volume greater than 25 vph, a right -turn acceleration lane is required at an intersection with a projected peak egress turning volume greater than 50 vph, and a left -turn acceleration lane is required if it would be a benefit to the safety and operation of the roadway. Based on Figure 6, no auxiliary turn lanes are required based on the initial phase of Achieve More. Based on the eastbound left -turn turn volumes (4 in the morning/9 in the afternoon) shown in Figure 6, there is a capacity for six eastbound left -turning construction traffic in the morning and one eastbound left -turning construction traffic in the afternoon to entering the site. It is expected that construction traffic entering the site will be less then this. From the foregoing analyses, it is concluded that the WCR2/Site Access intersection operates acceptably during both the morning and afternoon peak hours. No auxiliary turn lanes are required/recommended at the WCR2/Site Access intersection with the initial phase of Achieve More. Therefore, it is respectfully requested that the initial phase of Achieve More be allowed with no auxiliary turn lanes. When the agricultural facility opens, the eastbound left -turn lane will be required. Do not hesitate to contact me if you have questions or desire additional information. —1/1-DELICH -711-ASSOCIATES Achieve More TIA Addendum, February 2018 1 1.4 L'n+In:e Let VIA IIit11 'y t Liu C Ni!ill Fa_rrntt ktuct It; a Taflawa Greenhouse Eng O .1 1 Y4j1le 'Nine (pi ti S. vriAss Ayr �vls lt�ruir't cjwn etVica CD . <a q.v�fit A1 Alto �1 In Air l 'I r+41r i, e lril IAnt. "^,7 Lochbu0v yy t.;e:" ' snub O a itAcitt 1.A SS r item. Pa Attar Vnlhhy Ntili7el'r 0 I!� lirc�+i-r��rr r INall„ 40, Prornanade Hlarsernansii o Academy G Part Da' EI"at7Wr, n 1Li.".'I d.rV Venal re 5iw;l9h 0 Neto' cri Ault) Q {"lifit ,.IufrlhiN.• 6i h. 4 I' • •It IZ.' if M' • rat CO [TO fif ITAJ Cal i-I Ittl' ri ., els 44, z U 1 ;Veer er (sir rt. tkaws — E1 dht.rr 1 .YI I . ..'' lif rn E'wave Color )Hlo O F •J.WI1 tiva Rancho U. 0remtt_riire Negw F It.nyr. A.t. ( r •_ yl, �:.: 4 • Iligglaco Wet& m A F�rsaltlslr" C Re eseralr otternmer Alikk N Achieve More t R 6 C 10.1.1r..ti -L Ifs Hale !hr Na1 WjlI Finrartmb SITE LOCATION Figure 1 -ILL-DELICH yr/ 1 -ASSOCIATES Achieve More TIA Addendum, February 2018 [7: UMW EASDIAENT RI AD go I I • N N UtNAK—NJIEJN ;AN3L L tL1tMI RIG1T—Df-01 {T1P} - _ ter SEC11cti UNE (rr) tiN �L (/ 4 1 J 1 4 JJ 1 (2,1 I I I I 1 1 I' 'I'I •I ••'1 .sear an •1.1'4 a1.1 am i l I •' al . i I � . I ' ' L ' I' 1 ' 11 • 1 1• ' 4 • rc ... 4 .� .. .. .. .. ... ... r ..� LIVE-10CE SANG 56.000 :71- I I PARKIN. MEA CAW' REMO) ASFH$LT 430,032 F- 1 / y} • �� 1 r SITE PLAN 601 RAlIU≤. (VP) f le a FV FARK OFRCE AND tAIFNUL5t "MINI 11,700 SO FT AL ROAD WAYS ARE 2 MY TAFFIC f— PFG SED 25* ACCESS ROAD EX‘11,I10 16rCNP CUL\ERT ,,,M1ONERHEAD ROVER n. ACCESS FCIN Nc. X(UOEC00]Oo003I. i e I i 1 I i I a�- DCC PRCPEFTY ti' I'UL NUf t / bit IKAL a I ID11TTCC 'RAL4 M/ CIII ltlRAl / HISTORC NiencIV_ 5IX,S) fT -LC — I 1 Q 1 E6' EASEMENT TO PANHANDLE EASIER ' PIrE1Jtc tO Eal";1Y,IC 1ILEPIIONE RCo:CTAL Ow: SMUT -I E)GE OF WCP- Nz 2 N61 SI.174EYETi AR7?I 13 APFROXIVAIE BASED Gi4 CW LE EARTH i J i i _ 3RCPER Y LNE (TYP) E)IS11K�G ;mit READ Figure 2 --/� LDELICH � iff,-ASSOCIATES Achieve More TIA Addendum, February 2018 1 1 I I 3GPIE; C=20DI I Trip TABLE Generation II Code Use Size AWDTE AM Peak Hour PM Peak Hour Rate Trips Rate In Rate Out Rate In Rate Out 416 RV Park 70 sites 4.24 296 0.08 6 0.13 9 0.18 13 0.09 6 Short TABLE Range (2022) Total 2 Peak Hour Operation Intersection Movement Level of Service AM PM WCR2/Site (stop sign) Access A A EB LT/T A A SB LT/RT -0/11-DELICH -2prif1-ASSOCIATES Achieve More TIA Addendum, February 2018 SITE 70% col 30% N TRIP DISTRIBUTION Figure 3 --/t LDELICH � J ,-ASSOCIATES Achieve More TIA Addendum, February 2018 CO CO 208 ow - 419 \- 2.4 88 WCR2 N - AM/PM Daily SITE GENERATED DAILY AND PEAK HOUR TRAFFIC Figure 4 -/'f LDELICH _7J cASSOCIATES Achieve More TIA Addendum, February 2017 2931 Mown -' 62/198 210/80 -:--- WC R2 N AM/PM Daily SHORT RANGE (2022) BACKGROUND DAILY AND PEAK HOUR TRAFFIC Figure 5 -/f LDELICH _7J ,-ASSOCIATES Achieve More TIA Addendum, February 2018 3138 Baa- CO CO 4/9 210/80 —s— \\— 214 -dam— 62/198 3018 WC R2 N -- AM/PM Daily NINE - SHORT RANGE (2022) TOTAL DAILY AND PEAK HOUR TRAFFIC Figure 6 -/f LDELICH _7J ,-ASSOCIATES Achieve More TIA Addendum, February 2018 WCR2 N - Denotes Lane SHORT RANGE (2022) INITIAL PHASE GEOMETRY Figure 7 -/'f LDELICH _7J ,-ASSOCIATES Achieve More TIA Addendum, February 2018 APPENDIX A HCM 2010 TWSC 3: WC R2 & Site Access short total am Intersection Int Delay, slveh 0.4 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h Future Vol, veh/h Conflicting Peds, #/hr Sign Control RT Channelized nelized Storage Length Veh in Median Storage, # Grade, % Peak Hour Factor Heavy Vehicles, % Mvmt Flow 4 4 210 4 210 0 0 Free Free - None 0 0 92 92 2 2 4 228 Major/Minor Majorl Tip 62 2 62 2 0 0 Free Free - None 3 3 0 Stop 6 6 0 Stop None 0 0 0 0 0 92 92 92 92 2 2 2 2 67 2 3 7 Major2 Minor2 Conflicting Flow All 70 0 Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1531 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap -1 Maneuver 1531 Mov Cap -2 Maneuver Stage 1 Stage 2 Approach EB - 0 305 68 68 237 6.42 6.22 5.42 5.42 3.518 3.318 687 995 955 802 685 995 685 955 800 WB SB HCM Control Delay, s 0.1 0 9.2 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1531 - - - 865 HCM Lane V/C Ratio 0.003 - 0.011 HCM Control Delay (s) 7.4 0 - - 9.2 HCM Lane LOS A A - A HCM 95th %tile Q(veh) 0 0 09/12/2017 Baseline Synchro 9 Light Report Page 1 HCM 2010 TWSC 3: WC R2 & Site Access short total pm Intersection Int Delay, slveh 0.4 Movement EBL EBT WBT WBR BBL SBR Lane Configurations 4 Traffic Vol, veh/h 9 80 Future Vol, veh/h 9 80 Conflicting Peds, #/hr 0 0 Sign Control Free Free RT Channelized - None Storage Length Veh in Median Storage, # - 0 Grade, % - 0 Peak Hour Factor 92 92 Heavy Vehicles, % 2 2 Mvmt Flow 10 87 Major/Minor Majorl 1 198 4 198 4 0 0 Free Free - None 2 2 0 Stop 0 0 0 0 0 92 92 92 92 2 2 2 2 215 4 2 4 4 4 0 Stop None Major2 Minor2 Conflicting Flow All 220 0 Stage 1 Stage 2 Critical Hdwy 4.12 Critical Hdwy Stg 1 Critical Hdwy Stg 2 Follow-up Hdwy 2.218 Pot Cap -1 Maneuver 1349 Stage 1 - Stage 2 - Platoon blocked, % Mov Cap -1 Maneuver 1349 Mov Cap -2 Maneuver Stage 1 Stage 2 - Approach EB 0 324 217 217 107 6.42 6.22 5.42 5.42 3.518 3.318 670 823 819 917 665 823 665 819 910 WE SB - HCM Control Delay, s 0.8 0 9.8 HCM LOS A Minor Lane/Major Mvmt EBL EBT WBT WBR SBLn1 Capacity (veh/h) 1349 - - - 763 HCM Lane WC Ratio 0.007 - 0.009 HCM Control Delay (s) 7.7 0 - - 9.8 HCM Lane LOS A A - A HCM 95th %tile Q(veh) 0 0 22 09/12/2017 Baseline Synchro 9 Light Report Page 1 From: Bob Frachetti To: Hayley Balzano Cc: DanC� danscustom,com; Kurt Rollin; Michael Hall Subject: Re: Cherry Knolls Draiange Date: Friday, December 15, 2017 2:46:51 PM Attachments: Achieve More AG Drainage Info Ltr Calcs for Canal Review 120117 1[2] odf Achieve More AG Dralange Plan w Detention 120117[1].pdf image001.pnq Dear Hayley: This email provides you with an update on how Achieve More plans to address drainage and storm water flows for our property. In summary, we propose to discharge historical storm water flows to the Denver -Hudson Canal; which was "Option 1" as outlined by Kurt Rollin, PE in his November 17, 2017 email to you. Accordingly, we have been in contact with Rod Baumgartner, the Manager of Henrylyn Irrigation Company and also their engineering company (Engineering Analytics). We submitted an Application to Henrylyn Irrigation company on Dec 2, 2017 along with our payment/ retainer for their review. Documentation (letter and drawings) related to and prepared to support our Application to Henrylyn are attached for your reference. We believe this drainage approach is viable and will meet the County's requirements and thus ask for a positive referral so we may move forward in the process. Please contact me, Dan, or Kurt with any questions. Thank you and I hope you enjoy your weekend. Bob Bob Frachetti, P.E. bobPfrachetti.com 303-995-7800 This email message is for the sole use of the intended recipient(s) and may contain confidential and privileged information. Any unauthorized review, use, disclosure or distribution is prohibited. if you are not the intended recipient, please contact the sender by reply email and destroy all copies of the original message. From: Hayley Balzano <hbalzano@co.weld.co.us> Date: Friday, December 15, 2017 at 1:14 PM To: Bob Frachetti <bob@frachetti.com> Cc: Dan LaCoe <Dan@danscustom.com>, Kurt Rollin <kurt@cesconsultantsllc.com>, Michael Hall <mhall@weldgov.com> Subject: RE: Cherry Knolls Draiange Wonderful, thank you. If you guys have any questions or concerns, I will be in the office Tuesday through Friday of next week. Enjoy your weekend! Hayley Balzano Engineer I Planning Department 1555 N 17th Ave Greeley, CO 80631 phone: (970) 400-3552 fax: (970) 304-6498 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: Bob Frachetti [mailto:bob@frachetti.com] Sent: Friday, December 15, 2017 10:30 AM To: Hayley Balzano <hbalzano@co.weld.co.us> Cc: Dan@danscustom.com; Kurt Rollin <kurt@cesconsultantsllc.com>; Michael Hall <mhall@weldgov.com> Subject: Re: Cherry Knolls Draiange Hi Hayley, thank you for the email. I will discuss with Dan and Kurt and we will get back to you promptly with an update on our progress and preliminary direction on how we will address drainage/stormwater at the Achieve More site. Regards, Bob Bob Frachetti, P.E. 303-995-7800 Bob@frachetti.com On Dec 15, 2017, at 8:45 AM, Hayley Balzano <hbalzano@co.weld.co.us>wrote: Hello Dan, Bob, and Kurt, When we met to discuss the drainage options for Cherry Knolls, I mentioned that several options would work for the application but prior to hearings, we needed to know a little more solidly what the plan is. How has the drainage for this site proceeded? I am supposed to write my referral Monday for this, but I will not be able to until I know what plan you are intending to proceed with. Please let me know. Thank you! Hayley Balzano Engineer I Planning Department 1555 N 17th Ave Greeley, CO 80631 phone: (970) 400-3552 fax: (970) 304-6498 <image001.jpg> 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. CES Consultants, LLC December 1, 2017 Rodney Baumgartner, Manager Henrylyn Irrigation District 29490 County Road 14 Keenesburg, Colorado 80643 Re: Preliminary Drainage Design Information for the Achieve More Agriculture Complex USR Application located on Lot D, RE -4994, Weld County, Colorado Dear Mr. Baumgartner: CES Consultants, LLC, on behalf of Achieve More, Inc. (501c3), is submitting this Preliminary Drainage Information for the Lot O, RE -4994 Site Improvements Use By Special Review for your review. This drainage information is provided in support of the developer's request to release the detained 100 -year developed stormwater flows into the Denver -Hudson Canal at the 10 -year historic stormwater flow rate. 1.0 INTRODUCTION The existing Lot D, RE -4994 consists of approximately 178.0 acres of undeveloped open farm land located in south %2 of Section 33, Township 1 North, Range 65 West of the 6th Principal Meridian, Weld County, Colorado. The site is located along the north side of Weld County Road 2 approximately 1 mile west of the intersection of Weld County Road 45 and Weld County Road 2. The site is bounded by undeveloped open farm land to the north and east, by Weld County Road 2 on the south, and on the west by the Denver -Hudson Canal. Achieve More is a non-profit organization that is dedicated to the involvement and participation of youth to promote and encourage an agricultural way of life through livestock raising, care, and management. The proposed development of the site will consist of constructing an agricultural facility including a livestock barn and indoor arena, outdoor horse arena with surrounding parking, and a community park. A family oriented RV storage park is also planned to be developed on the property. The proposed development will be located on the western portion of the site, with the eastern portion of the site remain undeveloped and used for a walking/riding trail. 2.0 DESIGN REFERENCE The drainage design criteria were taken from "Chapter 23, Article 12, Storm Drainage Criteria, Weld County Code" and the Urban Drainage Storm Drainage Criteria Manual, Volumes 1, 2 and 3" 721 41° Street, Suite I • Ft. Lupton, CO 80621 • Phone: (970) 3734480 3.0 WELD COUNTY STORM DRAINGE CRITERIA REVIEW Per the Weld County Drainage Criteria, the site is located in a Non -Urbanizing Drainage Area. These areas are required to provide detention of runoff from the 1 -hour, 100 -year storm falling on the developed area of the site and release of the detained stromwater at the historic runoff rate of the 1 -hour, 10 -year storm falling on the undeveloped area of the site. It is the developers intention/request to release the historic 10 -year runoff flows from the detention area into the Denver -Hudson Canal. 4.0 EXISTING DRAINAGE CHARACTERISTICS Historically, the existing topography of the site shows a ridge that runs north and south through the center of the site that splits the site into two (2) basins. The basin of the western side of the ridge (Basin A — Area = 93.7 acres) generally slopes from the east to west, at approximately 1.65% grade, to a low spot located near the southwest corner of the site. These existing stormwater flows eventually release into the Denver -Hudson Canal. The basin on the eastern side of the ridge (Basin B — Area = 80.1 acres) slopes generally from the west and the east, at approximately a 1.5 % grade, to two low spots located within the center of the basin. Historic stormwater runoff from this basin is naturally detained in these low spots and does not leave the site. Another existing ridge runs along the eastern property line of the site and prevents any offsite flows from the east to cross this site. The majority of the existing soils for the site consist of sandy foams that have a Hydrologic Soil Group Rating of B. Per the drainage calculations attached, the historic storm runoff flows are as follows: Basin A 10 Year Runoff Flow = 10.0 cfs 100 Year Runoff Flow = 117.9 cfs Basin B 10 Year Runoff Flow = 8.4 cfs 100 Year Runoff Flow = 99.4 cfs TOTAL SITE HISTORIC STORM RUNOFF FLOWS 10 Year Runoff Flows = 18.4 cfs 100 Year Runoff Flows = 217.3 cfs 5.0 DEVELOPED DRAINAGE CHARACTERISTICS The site is a non -urbanizing commercial use. As noted above, all of the proposed development of the site will be located within Drainage Basin A, while Drainage Basin B will remain undeveloped. The proposed development within Basin A will be graded to maintain the existing basin topography and slopes. A detention pond will be constructed in Basin A that will detain the 1 -hour, 100 -year storm falling in Basin A and release the detained stromwater at the historic runoff rate of the 1 -hour, 10 -year storm falling in Basin A. It is the developers intention/request to release the historic 10 -year runoff flows from the detention area into the Denver -Hudson Canal. Per the drainage calculations attached, the developed storm runoff flows are as follows: Basin A 10 Year Runoff Flow = 21.4 cfs 100 Year Runoff Flow = 126.0 cfs Basin B (Due to no development with in the basin, the runoff flows are the same as the historic flows) 10 Year Runoff Flow = 8.4 cfs 100 Year Runoff Flow = 99.4 cfs The required detention volume for Basin A was calculated using the Modified FAA as developed by the Urban Drainage and Flood Control District. Per the attached results, the required pond volume for the detention of the developed stormwater flows in Basin A is 486,132 cu. ft. (11.18 ac -ft.). The release of the 10 -year historic flows from the pond (10.0 cfs) will be directed to the Denver -Hudson Canal through a proposed 18" RCP pipe. A riprap section will be placed below the pipe outlet to prevent erosion within the canal. Attached are copies of the Preliminary Drainage Calculations and Preliminary Drainage Plan for the proposed development for your review. If you have any questions or comments concerning this report, please feel free to contact us at (970)-373-4480. Sincerely, CE Q}NSULTANTS, LLC Rollin, P.E. Pi'{ncipal ikt+3.-_EyE. Alms. i4c,(ucct.„,,z, CA-L(:�tA-Tvunl S q lr 117 Torvvic„, ID rAtz, ;. /03 Niffkt._ DA,L to4 Co&in S ?,101,TorA.L,L. eArrhi IA00 1?idert..i w CAPJ D rQs 1OML 4yv,4: '3- 7 tr.5 .5).-1-L %%Ai ----- 2-20 /trA&S (I q0) Aim- z- 5*\ . 3 C _ sp) 7-6-c4c000 Ilsowtfrr ' I` I Arn,tes z -- so) OK/VG6A43 ilvte4 26 73 AU14 I at e. TAApireoz40.5,45;ss (T) (4)1 (s -k)) (40) +. 7Vit 750) r 13) 93.7 t ssoileaS /4-6..Hse,v6. D91�4znM-Gv� �(%� c.4- 7yvnt S 7-yq-srm LA- -131 -sr 4 avx.. ofi- ea%) 04‘...) -744 -m -,..1.J Prdt. Q / V )scm —TT= 6 n ! I )4-7) (oii)) , Q .or -I- 29a. 3 S tom' 2 lb 7.-44:44tota (t) (1,,) ).3e (10J lictio z s9 / U051 51' (I_ Ital%) (10 4 s 1b) Z°,, (7,5g) (IDISZ,b) lt:Az- jzz•: 1'2/1� /46. CA-i-av (A- Tr-LNQ 4›:...V61,3 P&P gyire)7„.i 71,4#1PetZVI.0)0 /4-4/Izaaa-v44-t.. 12,etw*,4%) -- Tom = 3O/tron . oe6J1cA.Ks AAA- -= €.63,t3.1 460.e, („T. z) 5 I t\I 1 6bANA. 2. -Da) 1/4c 5c,os cos% T!7) 13 -Trim, (V C 7,(k4 (1-4,) 20 ITaa Z4 - 7( ,oz) --lac. ZS .100 + Z7,Sb - `i3.Slam- S3,4 npv ./tSr/•.) 7/17A) (r) p1., C i3O vvki..) = ) '3 g_k) (6.5( 1346) (tots -346) oosim -r tor (IVO (tot -c3. ')'.7'9)1.* Pi (NJ 2.- s t„) s'mo 2.62. A-c.„14,re,v6. Por,44-4,c_ iA�C.(N(A-�wrJ S Wyr5xf,) 5-Tomi _°W.5 a /i7 Ta-rvh, 4t• 74/Nt F)41-5Ed IA6Pev4. ti,) 5 /vg. -4 s 1271s7.J C klAw14 2/O .7.16,vsz-fizs (il) "Tva4/Z.)r�. Ls) a,01 ks�62r-c 7,1/41•Z4 a 0.) afold,r-rve.0-3 (0,01) tiro (q367) co,H4) (20,eAu) 03a -0 Tolvit Aw- 24.1 4144 Ya PYIS4r4 VitAKS 5, 14 kirPiotm 41:401. iudettSj CIO O4 Cis /46-1,-IsEVE. /1/149Thcz... ar-C4)1...7viort. PRiermod-tver— Cu1-CA 4 7J T�/r6),A1stMS-s (i:) 1,!.CMTNJAK. amiQw,.s (Q) 44-1) q fr /17 iq)Ct0) lk3Jii) = 3,L/;c (a.(Z.TL (a)s 1)1 = qe `/ cf-5 Hr.STA-4, ,i-brU4.<. AJN. foo„) 5 lo,o-f ef5 11'1ov 2!?,3 PE.v...4Aappez..O 571)01 —6v wcy. teAJL 4 76"kt. 14144 :13. 2 11,'i7°X; Acc-5 (Iwo S C40-::;. o1 C,,,= Ott \1 3' ctr. /4-L44-LEA/E. /4citzcoL,Twim.. Pitterm Ceit--Lai) (A- -pctx-4 s q 11 /t7 CO 1V,v6boyEj--, .4011d3rA QuAN)-14144 (c.4)) (0011(1.1—.20') (13.))z: 21e4i-s (oiv-2) (2,6O 07,7 ) 12(0.00,-s TS AA) 1)4-AltSLAPP#16vr TA) Rt\-"" I :\65.-,(APtsro Am. arA"5 Not ivorx, (-11 /0 Q la) NI i-.-IF.ti&tor: FA/us 21,4 dai 14,o+ 9i.4 -t= 2-Pasr c/s 6.0-ZeVE. NttMfr._ 14CiliZAA.7-km-L. Porrstofktx.. citi-tzuo- 710 )1- S P&L, *NA'sikr,)S 'IQ CMASIC rood Ft/CIA-IS Cit.O/1 t+5-5-NI/L-4. C.WCit.ki Of -0 Clo\)19-ufF.A/4 04.4101 S .7\wi4 = c,s C 60(44 ‘7,ierims‹. of 'klefA'c. 5r'wt Th:SAILA)CPS Cd‘v" r-• I') 1YO rAgivrott. DETENTION VOLUME BY THE MODIFIED FAA MEhoD Mee MGM Volume 2 Storage Chapter for description of method) Project: ACHIEVE MORE AGRICULTURAL COMPLEX Basin ID: Basin A Detention Pond Design -100 year Developed Inflow and 10 year Historic Outflow (For catchments less than 180 acres only. For larger catchments. use hydrogreph routing method) (NOTE: for catchments larger than 90 acres, CUHP hydragraph end routing are recommended) Dehrmkrston of MINOR Detention Volume Using Modified FAA Method Determination of MAJOR Detention Volume Using Modified FAA Method oe:fonlr .IMINI ton flrmrrtl: Catchment Drainage Impwlouaneee 1.. Catchment DndnageArea A- Predevelopmaa NRCS Soli Group Typo s Return Period for adardon Cared T = Timed ConcentridWn of Walemhed To • Adawede Linn Ramee Rata 4 = One -hoer Predpitaton P,= Oolgn Raided NW Fmmda I - C,• P,f(Ce+TJ"C, Coeldee One Ca ... Codfldera Two C.. Goallldert Thee C0 n percent aver A, B, 0, or 0 yeas (2, 5, 10, 26, 50, or 100) minute deiawa inches glikabbillailiNaiDINni Cetchmar*Orelnaoe Impavlouar,es Catchment ralnaga/vas Redevelopment NRCS Sod Group Ream Ported for Ddardon Caned Tlme of Cancer tratlon of Watershed A3lmada Um Rduee Rate One -hour Predpttetbn Design Rainfall IMF Formula 1.C; PAC,.74.0. Coenderrt One Codddem 11w Cored** Three I. • A . 11.50 percent acre A 0 G, o 0 (2, 5, 10, 25, 50, or 100) minute ahleae inches - 11.80 93,700 - 93700 - B. . Type • B T eI 100 —Isaias 53 - To= 53 q • 0.11 Pr' 23 C, a Cr - C3. 20.50 38.50 10 10 0.7140 • 0.789 Noninogiutestemodulugedazonsmainigurama,: Runoff Codfldart Inflow Peak Aloaetle Peek Runoff 0010aw Rah Mod Med. c Enter Rants c e Qpdne Opcut = FAA Minor Storage Volume e FAA Maw 9torags Ydume • Duration Invtnental lncrua a dm de cubic fed admit 5 for 5.5E flutes) Dehnnaadon oT�graoe Outflow from dhe Basin [E alculabdl: Runoff CoeBldan C • Inflow Peek Runoff Op4n• Mooed*. tia Peek oudnv Rate OPaut a Mod. FAA ]agar Storage Vcfums • Mod. FAA Myer Storage Volume- 0.43 ch de cubic Wt acorn 113.72 10.00 0 480,132 0.000 11.180 - - 10 ._ Value Here (e.9, Rainfall 0aa9on minute. Input) Rdrfdl intensity Melee/ hr (odput) Inflow Volume cudeleet !output) Adjuatmam Frew 'm" (output) Average Outlaw da (aaput) Outflow Volume cuticles (odpa1 Storage Volume *Mallet (output) Ralnfel Ouradon milldam (Inpu0 Rainfall Intentlry Inches/tar (ergo) Inflow Volume articled (output) Adjustment Factor 9n' (output) Average Widow der (autWt) Ouffow Volume cubic feet (output) Storage Volume cubic feat (41.1fae) 0- 000 5 1.00 0 a05 0 0.00 a00 0 0 000 0' 0.00 i'' U 10.00 0.00, 101.878 Man 0,00 0.00 �'-''�' 2 10.00 12,000 231,828 000 • 000 =ME=© 'i � 10.00 273,470 IMAM 0.00 0.00 IIIIIIMMEMEIMMIIIIME MEM 3.37 323,804 1.00 11.80 50 0.00 0.10 50 282 1:00 10, W 30.007 341,075 80 000 0.00 _-_ 50 256 335 7x797 374,893 mere- 0.94 am IIIIMMMEM 9.89 33,789 341,075 350019 70 0.00 0 0.00 70 233 80 000 0 0.00 80 408,818 0.93 370128 0.00 0 _. am .. . . _ 80 :� 424.512 0.75 �'(� ' 391.581 000 ' 000 070 39,.575 0.00 0.00 ��= - - 0.74 7.30 49,792 400,9981 MEM �® 490,028 572 7.19 51,783 "®s 4.50 StcT' 0.70 ®' 415,295 MillEM 1.42 470.380 '®:'. 421.913 T.489,140 M•' �i 00,795 27 427.345 000 ' == 1°1 :,798 4.568 MEM MEM 0.00 ' 0AO --_ 170 �� OAS 89,787 437,334 0.00 190 1.18 ® MIME 000 ' -_- ® 1.13 000 -=� 200 1.09 3 0.0000 IIM NINIME 5.25 220 000 o�� o 230 0.00 000 230 240 0.00 MEM 0.00 --- 240 IIIIIMIMMMEMUMCOMMI 010 250 0.00 0 �� 250 0.92 554.884 0.81 8.05 90,803 483,882 280 0.00 280 0.99 559.927 0.80 9.01 93,9: 486,124 270 0.00 d 270 0.87 585,615 0.60 5.98 98,804 480,211 210 380 X9,941 0.59 S94 00,005 470,138 290 MA �_ 290 ' :+ 574,718 0.59 _ 5.91 102,805 471,911 000REA 0.00 � p er s.88 105,800 MUM 1 aMEIMEMI 478,421 0.00 -- ®' �r ' :" 477.092 ��-- 0.00 --- ®®FF4 ® 117,809 478,832 =ZINN' ,.Illi= 0.10-- MEM ® 976,810 0.00 0.00 --INEER 004.8338 ,2 5.73 123,811Will 4≥13 . 1300 ®' 5.71 126811 0 �= El 06T 0.95 5.89 129,812 0 Mania 5.68 132,9,3 0" 0.00 0 0.00 -- 0.84 810,552 008 135,814 0.00 e.e9 6 23.000 5.94 130,814 Qm 0.62 5.: 141,815 . 00 ,00 0.50 0 000 �� _ , , : 7 5,81 144,819 ' a 0.00 .. � $60 147,817 :5, 4. 6.00 -1 o.7a 839,503 rite 059 157,817 460 0.00 0 000MII 839.700 0.50 5.57 000 000 -_ 042.93 5.59 159,018 MOO 0.00 ��_�_ I 645,923 �� 159,920 0.00 � ©� 0 851852 851,930 102,820 0.00 0 � 0.00 0 000 -- .O MEMIIIII 468.037 000 0' 0.00 0� 171.813 0 0.00 0' �W- l=I 0.52 5.50 .' 000 0 -- 051 IIIMEEMMEMII 5.48 MOM= 485.530 MZMII 0.00 MEM• •' _-549 �� UMENIMMEMIMEMI 180,628 465,299 Q moo 0 547 570 000 0�_ 1349 0.48 571,482 674,108 0.55 168.828 484,855 580 7.70 0 189,027 494,281 890 0.00 a a00 590 054 182,628 493.870 800 0.00 a aoo 047 878,250 0.54 5.44 195,928 483422 Mod. FAG Mh,d Stones Volume tsere41 t 60000 1090. FAA 10gcr alor+ee Volume (e0F,tl - 11.1001 UDFCO DETENTION VOLUME ESTIMATING WORKBOOK Version 2.03a, Released MacoIl 2006 Project: Basin ID: l _ E 2 3 800,0 700.0 600,0 500,0 300,0 200,0 100,0 Addpa Mom AC adeodon Sidng_111917, MocOed FAA 11/16/2017, 4:28 PM BASIN A - BASIN AREA = 93.7 ACRES HYDROLOGIC SOIL GROUP =B BASIN TIME OF CONCENTRATION =52.6 MIN. RAINFALL INTENSITY 10 YRSTORM}=152 IN "FIR. RAINFALL INTENSITY 100 YRSTORM}= 286 IN !HR. HISTORIC RUNOFF FLOWS COMPOSITE C VALUE (10 YR STORM)= 0.07 COMPOSITE C VALUE (100 YR STORM}= 0 44 RUNOFF FLOW {10 YR STORM}= 10.0 CFS RUNOFF FLOW {100 YRSTORM}= 117.9 CFS DEVELOPED RUNOFF FLOWS COMPOSITE C VALUE (10 YR STORM)= 0.15 COMPOSITE C VALUE (100 YR STORM}= 0.47 RUNOFF FLOW {10 YR STORM}= 21 4 CFS RUNOFF FLOW {100 YRSTORM}= 126.0 CFS BASIN B - BASIN AREA = 80.1 ACRES HYDROLOGIC SOIL GROUP =B BASIN TIME OF CONCENTRATION = 53.6 MIN. RAINFALL INTENSITY (10 YR STORM}= 150 IN /HR. RAINFALL INTENSITY (100 YR STORM} = 2.82 IN !FIR HISTORIC RUNOFF FLOWS COMPOSITE C VALUE (10 YR STORM}=0.07 COMPOSITEC VALUE (100 YRSTORM}= 0.44 RUNOFF FLOW {10 YR STORM} =8.4 CFS RUNOFF FLOW {100 YR STORM}= 99.4 CFS DEVELOPED RUNOFF FLOWS COMPOSITE C VALUE (10 YR STORM} =0.07 COMPOSITE C VALUE (1 00 YR STORM}= 0.44 RUNOFF FLOW {10 YR STORM) =8 4 CFS RUNOFF FLOW {100 YR STORM}= 99.4 CFS TOTAL SITE RUNOFF FLOWS TOTAL SITE DRAINAGE AREA= 173 8 ACRES SITE HISTORIC RUNOFF FLOW {10 YR STORM}= 18.4 CFS SITE HISTORIC RUNOFF FLOW {100 YR STORM}=217.3 CFS SITE DEVELOPED RUNOFF FLOW {10 YR STORM} =29.8 CFS SITE DEVELOPED RUNOFF FLOW {100 YR STORM}=225.4 CFS DEPTH OF 100 YEAR DEVELOPED RUNOFF FLOW FROM BASIN A WIDTH OF FLOW CHANNEL'FLOODPLAIN =APPROX. 1000 FEET = 1.49'n {A){R} S} a= 126.0 cfs n=0.045 A = FLOW AREA = DEPTH {D}(1000 ft.) R =A'P — P = WETTED PERIMETER= 1000 R. S=SLOPE=2%=.02ftift SOLVING FOR DEPTH (D} -- C = 4683 (D}g4 THERFORE--126=4683{CM ---D=015 feet w v USR SITE DRAINAGE PLAN X w 1 w oc7)CL U u Qo CE • � o Q �U o ZIo ~ 3 U W EL w 0 L i 7 Q z o w u w> CL CO LI w J L,JQw > " UJ Ctl LL U H - d DRAWING INFO, DRAWN DTI APPVD DV, SCALE AS SHIM. 9/1/17 17-0,35.001 SHEE1 No.. 1HF 1 Hello