Loading...
HomeMy WebLinkAbout840079.tiff- .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. RESOLUTION RE : GRANT CHANGE OF ZONE FROM A (AGRICULTURAL) TO P.U.D. (PLANNED UNIT DEVELOPMENT) FOR BEEBE DRAW CATTLE COMPANY WHEREAS , the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS , a public hearing was held on the 5th day of December, 1984 , at 2 :00 o' clock p.m. for the purpose of hearing the application of Beebe Draw Cattle Company, 1551 Larimer, Denver, Colorado 80202 , requesting a Change of -Zone from A (Agricultural) to P.U.D. (Planned Unit Development - recreational and residential uses) for a parcel of land located on the following described real estate , to-wit: Part of Sections 3 , 4 , 7 and 10 ; all of Sections 8 , -9 , 16 and 17; all in Township 3 North, Range 65 West of the 6th P .M. , Weld County, Colorado WHEREAS , Section 21 .6 . 2 of the Weld County Zoning Ordinance provides standards for review of such a Change of Zone, and WHEREAS , the Board of County Commissioners heard all of the testimony and statements of those present, has studied the request of the applicant and the recommendations of the Weld County Planning Commission and, having been fully informed, finds that this request shall be approved for the following reasons: 1 . The applicant has complied with the application requirements listed in Section 21 . 7 et seq. , of the Weld County Zoning Ordinance. 2 . The request is in conformance with Section 21 . 6 of the Weld County Zoning Ordinance as follows : a. It is the opinion of the Board of County Commissioners that the proposed zone change is consistent with the Weld County Comprehensive Plan and the proposed use will be compatible with the existing surrounding land uses and future development. b. Adequate water will be provided by the Weld Central Water District and the subject site will have engineered septic tanks. 84 0{375 c . The applicant has adequately addressed the issue of the streets and highway facilities in this area. NOW, THEREfORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the application 0r Beebe Draw Cattle Company for a Change of Zone from A (Agricultural) to P.U.D. (Planned Unit Development - recreational and residential uses) be, and hereby is , granted subject to the following: 1 . As part of the final P.U.D. Plan application, the applicant shall submit plans to the Weld County Sheriff ' s Department for providing adequate police protection to mitigate the costs of police protection to Weld County. The plans shall be approved by the Weld County Sheriff' s Department. If it is determined that a Law Enforcement Authority shall be formed, plans for said authority shall be submitted to the Board of County Commissioners and creation sought according to State Law. 2 . Prior to submittal of a final P.U.D. Plan Application; the applicant shall submit, and have approved, an agreement detailing the specifics of road -improvements and road maintenance on Weld County Roads impacted by the P.U.D. District, as referenced in Exhibit "B" . The road improvements and road maintenance agreement shall be approved by the Board of County Commissioners upon recommendation from the Weld County Engineering Department. BE IT FURTHER RESOLVED by the Board that this approval is further subject to the following notes being placed on the Change of Zone plat: 1 . The final P.U.D. Plan map shall locate dwelling units , the indoor and outdoor arenas , stadiums and the clubhouse a minimum of 300 feet from oil and gas drill sites and production facilities . Oil and gas production is a permitted use in the P.U.D. District. 2 . The Central Weld County Water District shall provide the water supply to the Planned Unit Development District. The water supply system shall be provided, consistent with the requirements of Section 8-10 et seq. , of the Weld County Subdivision Regulations , pursuant to Public Water Supply systems and Fire Safety Requirements. 3 . The applicant, developer and/or homeowner ' s association shall provide and maintain all roads internal to the Planned Unit Development District. The roads internal to the Planned Unit Development District shall remain private and must comply with the des-ign standards listed in Section 8-1 et seq. and 8-_2 et seq. of the Weld County Subdivision _Regulations_. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 5th day of December, A.D. , 1984 . BOARD OF COUNTY COMMISSIONERS ATTEST: y. WELD COUNTY, COLORADO Weld County Clerk and Recorder EXCUSED and Clerk� to the Board Norman Carlson, Chairman BY: //<Q� " � J due L�jne Pro-Tem Deput Count ,Clerk APPROVED AS TO FORM: Gen It B a n C ck Car so County Attorney , /, )77 n.6 r, J n -Martin 11Mw.1.�A i '� APPLICANT'S zr qwwUT eiLkeela � EXHIBIT .c r 4 iz/s-iy 3rb tnnuat '4: ilk e fre RU1M. .__.. . . ,pr •ilt ' .. ''Y . t . 1:, „: :: ,,: „..„:„.J. �`'N 1�YNr+SM N xY�'§ Fyg4N�.7�'}?�l�Y qi ✓�+r 'O.°f f A4 5 q N3'> y I �3N,L 'h(i Y Tl �.- �aka r Ai^�,A .� s +°,6°s��� A�pt‘..71,61•19,1A• t+ "'N �t L i �N. v ✓ a .4 y+aey r,, . •b'a"6it e�� r Yt r , n n'. s b pi ,y4 ewe b a"E,�A° s" ' r k xi ✓ i rem r : r A. s W roes N .'` r.ti ✓�° %„-8At� `S ' A , A. :."✓a� riY t M tiro b �yFq,�sya a a��� ,,,,r,,,,4,0,4.•„:,-.,::„..e., xeCry?z4,h� rVjHNC +i C� ,+a N' —Y • NsCTI rA tl y ° N Y^ bYer4 .,.4:::/t, ,. ✓, :4: N M k • ".'.W w°,5,g �4ay a e ra s 4 �`a Na e 7+sy+ + i0 A A"a7^,, i , r•y 4/ `� .° yae^a�..'� :,� °rrA'a y.,�a �.! ub.,a$.A ti �"yri°"�„r.+�, 1,*?:: "644` p•;r f �`9 1N't+T +r� _,,,,.,_.. ...._.,..__ Air . N ti i l,,i� nf ' ::"'""i4i. ... ,,..,, 4.:.•. 14.1540i.,, ,,,,-;;-•- ..,,,,>,,, 3 I. . . . st , I 1 1 ''''''''':':',j1;',:1,' �' k - i 4 a - .Ly X re z, •.^ r 1(J :' 'tir y. } ' 'Y y.a1 i r k �A � '' aR� ft' .:::-•K:.•r, '1 tbe ",amineRun" on t je Xraining Course '83 zuzili4, zti ‘-_, zr 24 - 26 1984 '4116eTZI & i+1 :-'-;) (EXclt Arrolliti3eb 2 COVER PHOTO : Chris Dayton riding "Sospechio" . Photo by Alice Koelle . LATE NEWS We are proud toannounce that on August 7th, Judith became a granny! The proud parents of Kirkpatrick are Alex and Valerie Clark. dr -TROUT CREEK IS VERY PROUD TO ANNOUNCE SHAT IT IS THE ern OFFICIAL FAIRPLAY HORSE TRIALS FOR THE 1984 OLYMPICS QUESTION What have these three ,frs ,,, men in common-? 3.--* ANSWER 4a None of them came to last years Horse Show! 44 $ Lights on,nobody home INDEX Organizer' s Mutterings 3 Cross Country Breakdown 21 Personnel 4 & 5 How To Get To 22 What 's A Horse Trials 6 New XCC S-tandards 23 Meet Judge Wimert 7 Odds and Sods 24 Meet Judge Shaha 8 Pine Ridge Pony Club Camp 25 Meet T.D. Greear 9 Rumors 26 World Comments 10 Mountain States 3 Day 26 Horse -Trials Update 12 & 13 Stadium Courses 27 Course Wal-k Notes 14 Bargains 29 Training XCC Map 15 The Day After 30 Novice XCC Map 16 Mem3hership Forms 31 Elementary XCC Map 17 Time Schedule Bark Cover Beebe Draw Eq. Center 18 & 1-9 Facili-ty Plan Bark Cover Course Walk Competition 20 -*4******************************* 3 ORGANIZERS' MUTTERINGS Welcome to Trout Creek ' 84 - we hope you 'll enjoy yourselves and take pleasure in the sport of Combined Training for what it is - a discipl- ined horse sport for riders , an exciting spectacle foikystanders , a challenge for combined training workers and FUN for all . We 've had a different year here , with plans for a new equestrian orien- tated developement in La Salle (10 miles south of Greeley) well ahead, with work hopefully commencing there in September this year to be ready to run our next horse trials there in August 1985. (See pp . 18 & 19) . Judith and I are delighted that the facilities here at Trout Creek were used for their original purpose this past spring and summer, with not only individuals using the Center to condition and train, but the Pine Ridge Pony Club using the site for second year as their Camp . site . I have attended four of the five horse trials in Colorado and Wyoming so far this year, and have noted not only a super attitude among the Juniors , but a healthy improvement and progression through the divisions by riders who were at elementary level when I first arrived here four years ago , and are now proficient in both Training and Preliminary levels . We do try and make these three days fun for all who attend in terms of actual competition, facilities and our attitude towards y' all, but because of the new facility taking up a lot of our time, we may not have improved as much as some of youwould wish in some areas (dressage arenas) - bear with us and understand that the Beebe Draw project will be better in every respect as a Combined Training Center. . ' n4(4.4444' i.; Join us there in 1985. h t tt TROUT CREJK ze:F Fairplay, Colorado 80440 ° Manager & Owner & Clearing trees on the Course Designer Secretary Elementary course . Dave Harvey Judith Burk axe C.*" �E rr 43 PERSONNEL OFFICIALS ORGANIZER Dave Harvey SECRETARY Judith Burk JUDGES Colonel Paul Wimert Jr. , Waterford, Virginia Corky Shaha, La Salle , Colorado TECHNICAL -DELEGATE Colonel William H. Greear, San Antonio , Texas GROUND JURY Colonel Paul Wimert Jr. and Corky Shaha JURY OF APPEAL Colonel William H. Greear/Steve Peters/Roger Webster VETERINARIAN Dr. Kit Ryff DVM , Salida, Colorado HON. FARRIER Hal Basinger, Canon City, Colorado EMT/AMBULANCE Ed & Norma Newquist , McNamara Hospital, Fairplay STABLE MANAGER Candye Logan ASSISTANT SECRETARY Candye Logan ANNOUNCER Dan Congdon, Fort Collins , Colorado HOSPITALITY & BA-RN LANCE Kim Burk PHOTOGRAPHER Alice Kaelle, Aspen, Colorado AWARD PRESENTER Judith Burk CATERERS Bunny & Red Caldwell PROGRAM LAY-OUT AND EDITOR Dave Harvey PROGRAM PRINTER Diane Rozzi , PDQ, Aspen Park ENTERTAINERS The Marty Hodges Band HOUSEMOTHER Judy Cole, Louisville, Colorado NURSERY Kirk & Mildred Kirkpatrick, Cleveland, Georgia Helen Jahnson RN, Gainesville , Georgia COMMUNICATIONS Dave Harvey FRIDAY DRESSAGE CROSS COUNTRY -STEWARD Felicia Stevenson STEWARD . . . . . . . . . . . . . 0Rich Fortmann STEWARD Roger Webster STEWARD. . . . . . . . . .Felicia Stevenson STEWARD. . . . . . . . . . . . . . .Steve Peters STEWARD. . . . . . . . . . . . . .Roger Webster SCRIBE Wendy Ellinff SCORER Dick Farmer SCRIRF Kay Cnok SCORER Susan Farmer SCORER Judith Burk SCORER Tom Burk SCORER Tom Burk COURSE DESIGNER. . . . . . . .Dave Harvey SCORER Val Clark COURSE BUILDER "LJ" Heald SCORER Pat lrachta COURSE BUILDER Dave Harvey GATEKEEPER Kim Burk CHIEF JUMP JUDGE . . . .Sally Matchett GATEKEEPER Gina Logan JUMP JUDGE BRIEF . . . 0Sally Matchett GATEKEEPER Sheila Peters CHIEF STARTER Cat Anderson GATEKEEPER . . . . . . . . . .Anthea Webster STARTER/TIMER Wendy Ellioff VOLUNTEER "LJ" Heald STARTER/TIMER Val Clark VOLUNTEER Bucky Logan STARTER/TIMER Cheryl Garber VOLUNTEER Andrew Webster COURSE WALK. . . . . . . . . . .Steve Peters VOTUNTEER . . . . . . . . . .Anthony Webster COURSE WALK . . . . . . . . . .Roger Webster VOLUNTEER Joanne WebbLer COURSE WALK . . . . . . . . . . . . . "LJ" Heald COURSSATURDAY DRESSAGE FENCE WALK D Harvey ECREWAlex Clark JUDGE Corky Shaha FENCE CREW Bill Francetti STEWARD Steve Peters - FENCE CREW John Logan SCRIBE Kay Cook FENCE CREW Tony Sanborn SCORER Judith Burk COURIER:? Bud Hookon GATEKEEPER Kim Burk COURIER Candye Logan VOLUNTEER Bucky Logan COURIER Gina Logan VOLUNTEER Joanne Webster COURIER Soott St Clair . . :ont'd page 5 CROSS COUNTRY cont'd 5 FLAG STEWARD Lorraine Buttman RUNNER Bucky Logan BARRIER STEWARD Bob Hampton RUNNER . . . . . . . . . . .Andrew Webster BARRIER -STEWARD Cathy Hampton RUNNER Anthony Webster 2a 4IJMP JUDGES Jim Cavanaugh Judy Cole . .Amy Dewitt . . . . . . . . . .Marc Dewitt -Halina Dziewitt. . . .Arlene Fazekas . .Sherry Gordon. . . . . , . . "L7" -Heald Curtis Lively Dru Mark . .Sheila Peters . . . .Nadine Quigley Diane Rozzi Guy Ruse. .Margie Sanborn. .Cheryl St Clair Rich Stewart . . . . . . . . . .Pat Trachta. .Ann Turner. . . . . . . .Kathy Walruth Anthea Webster. .Alicia Wardle STADIUM JUDGE Colonel Paul Wimert SCRIBE/RECORDER . . . .Candye Logan STFWARD. . . . . . . . .Felicia Stevenson SCRIBE/RECORDER Val Clark STEWARD Steve Peters PRIZE COLLATOR Kim Burk STEWARD Roger Webster FENCE CREW Alex Clark STEWARD. . . . . . . . . . . . .Wendy Ellioff FENCE CREW. .. . . . . .Bill Francetti STEWARD Rich Fortmann FENCE CREW . . . . . . . . . .Dave -Harvey TIMER Cheryl Garber FENCE CREW "LJ" Heald TIMER Gina Logan FENCE CREW Bucky Logan TIMER Sheila Peters FENCE CREW John Logan TIMER Anthea Webster FENCE CREW. . . . . , .Andrew Webster COURSE DESIGNER nave Harvey FENCE CREW Anthony Webster THANKS TO.. WORKDAY HELPERS : The Logan Family from Jefferson (John, Candye,Gina and Bucky) , members and parents of the Pine Ridge Pony Club, Terri Upton, Judy Cole, Alex and Val Clark and Bill Francetti . * The Park County Extension Office for use of portastalls . * Bob Wright and Bud Haokon for use of portastalls . * Felicia Stevenson, the chef d' equip of three young Wyoming riders , who attends every horse trial and is a cheerful and willing volunteer at all . * Cat Anderson, who willingly loans us her time clocks every year. * The long-distance volunteers - the Kirkpatricks and Helen Johnson from Georgia, Wendy Ellioff from Seattle, Washington, the Webster and Peters families from. London, England. * The McNamara Ambulance team from Fairplay, a -volunteer ambulance service with fully certified EMT ' s , who have for a number of years provided a 24- hour emergency service to the residents of the South Park area. * The last-minute volunteers who fill-out important jobs at the last minute! If your name is not listed above, it is probably because you've stepped in to fill a jab on the actual day - if so , THANK YOU - we couldn't run without you. 1984 OLYMPIC 3- DAY RESULTS INDIVIDUAL 1st . (Gold) Mark Todd (NZ) riding "Charisma" with 51 .6 penalties 2nd. (Silver) Karen Stives (USA) riding "Ben Arthur" 54. 2 " 3rd. (Bronze) Virginia Holgate (GER) riding "Priceless" 56 .8 " TEAM 1st . (Gold) United States of America with 186 .0 penalties 2nd. (Silver)Be estt Britain thh 4 penalties n 3rd. (Bronze) West Germany with 234.0 penalties � J r • 6 WHAT'S A HORSE TRIALS ? AND HOW THE SCORING WORKS I 've made a noble effort, over the past three years , to explain the rules of Horse Trials , and will have one more go at it for the benefit of the unknowing. A Horse Trials is made up of three different phases of competition - 1 . Dressage (harmonious developement of physique and ability of horse) 2 . Cross Country - (aims to prove speed, endurance and jumping ability) 3. Stadium Jumping (aims to prove that after endurance, the horse is still supple and obedient . ) . -The scoring is different, in that the winner is the one with the fewest penalty points . 1n other words , on cross country and stadium jumping for example, com- petitors are NOT given good marks for clearing a fence, they get penalty points if they do something wrong. Now if you're sitting comfortably, I 'll begin. Dressage (See Test and Arena lay-out) . This test is the one actually being used by Training divisions here . -The markers A,K,E,H,C ,M,B and F are outside the arena, whilst D,X and G are imaginary ones inside . The Test shows movement #1 as "A. Enter working trot (sitting) . X. Halt , Salute. Proceed working trot (sitting) . C. Track right. " OK then, if a competitor is perfect on that man- neuver (unlikely! ) he/she will get 10 points , and so on down to movement #13 . On top of this the collective marks are added. The good marks (0 — 10) -on the Test and the collective marks are added together. These good marks are then subtracted from the - maximum obtainable (240 on shown example) in order to convert good -marks into penalty points for each competitor and this total is AMERICAN HORSESHOWSASSOCIATION then multiplied by 0 .6. Any pen. 1983P7RSTLEVELDRESSA(i6TEST1— points for errors of course are (Training Level) then added on top. Cross Country Done at a gallop To be ridden in a plain snaffle with-a noseband. over c . 18 fixed fences . The horse AverageTime:$'h min. (Standard Arena) NO TIMELIMIT is given pehalty points when he/she TEST Max.Points 1 A Enter working trot (sitting) has a refusal, run-out .nr circle at X Haltsalute. a fence (2-O pens for 1st fault, Proceed working trot (sitting) 40 for 2nd & elimination for 3rd at C Track right 10 2 B - Circleright15m 10 same fence) -or a fall of horse or 3 KXM Lengthen stride in trot (rising) rider (60 pen' s for let , 60 for 2nd M Working trot(sitting) 10 x 2 and elimination for 3rd at same 4 E Circle left 15 m 10 fence . If the rider comes in after 5 A Halt 5 seconds,proceed working walk 10 the Optimum Time (See -maps pp . 15 15 - 6 FXH Lengthen stride in walk 17) he ispenalized O08pen. points H Working walk 10 x 2 7 C Working trot (sitting) per second over. The DT is calcul- M Working canter, right lead 10 ated by dividing the course length 8 B Circlerightl5m 10 by re-quired speed. Exceeding the 9 KXM Change rein Time Limit involves elimination. X Working trot (sitting) M Working canter, left lead 10 The TL is worked out by dividing 10 E Circle left 15 m 10 the course length by 223 mpm. 11 FXH Change rein across diagonal Are you still awake? X Working trot(sitting) 10 Stadium Jumping (See plan p. 27) . 12 MXK Lengthen stride in trot (rising) K Working trot(sitting) 10x2 2 Faults are calculated as follows : - 13 A Down center line first disobedience at an obstacle x Halt.Salute 10 (refusal , run-out etc) = 10 pens . , Leave arena at free walk on long rein at A 2nd disobedience in whole competit- COLLECTIVE-MARKS: ion = elimination. Knocking-down 14 Gaits(freedom and regularity) 10 x 2 and obstacl-a = 15 Impulsion (desire to move forward,elasticity of the steps, pens , a fall Off' relaxation of the back) 10x2 horse or rider = 30 pens . A 2nd 16 Submission (attention and confidence; harmony and lightness and fall or error of course = el iminat-- ease of movements;acceptance-of the bit) 10 x 2 -ion, The OT is calculated same as 07 Riders position and seat;correctness and effect of the aids 10 x 2 cross country, and the TL is twice Maximum-Points possible 240 the OT! For each second (or part) K E H over the OT the rider is penalized arena a of a penalty mark . Over the TL means elimination, A- D -x G -C (judge) Easy isn' t it! Dressage test shown is reprod- uced with the permission of the F B M A.H.S .A. Inc . 7 MEET THE JUDGES Iii COLONEL PAUL WIMERT Jr. IWaterford,Virginial Raised in Westminster, Maryland, Colonel Paul Wimert Junior joined the US Cavalry in 1943 and fought through to the end of the European campaign as a -junior officer commanding a reconnaissance horse platoon in a mechanized Cavalry regiment, with a mission of -patrolling between the American and Russian lines in Germany. During this period, he had the rare opportunity to sojourn and study with Colonel Alois Pedhajsky at the Spanish Riding School . Along with General Jack Burton, Paul Wimert rode in the first US Horse Trials , and in 1954 was "loaned" to the Venezuelian Army as a horse cavalry instructor, with the brief of organizing a polo team and a creditable Olympic team! He is an AHSA International Dressage Judge , an FEI International Dres- sage Judge, an AHSA Recognized Hunter and Jumper Judge and a Technical Delegate for both Combined Training and Dressage . The last three years have seen Colonel Wimert judging an International 3-Day Event in Ireland, the National Dressage Championships in Mexico and four different events in Canada (including Bromont) . -Needless to say, his judging and TD ' ing expertise has been witnessed all over the US , including such famous names as the Ledyard 3-Tay and the Middleburg National Horcc Show. He rides and trains his own horse-s at his home at Waterford, Virginia almost every day and he judges , lectures and assists with Pony Clubs . He was invited to be a member of the selection committee to pick the United States 3-Day Event team for the 1984 Olympics . When asked about his other interests , Colonel Wimert replied that he didn' t have the time for other pursuit-s , and that he always had a young horse that needed schooling. Having had the pleasure to meet him at Abbe earlier this year, I am sure that he will endear himself to young competitors with his cavalrymans ' sense of fair play. Vie, r Mr IIJp. mq. yr,hr. KI ,p Di `ny'b • ft +A - yvp e f As Wimert and"Fritz von Pretzel"win a dizzying p"' Gambler's Choice class at the San Francisco Riding Academy in 1954. �1 }-aim A JUNIOR ,•RIDING VI's/00e Pq'ticrittrf° THE STA IUM F S a w Ewa fyya n . �s 'y". " 6^'" 39F 13 MEET THE JUDGES (2) CORKY SHAHA [La Salle, Colorado] I am quite sure that Corky needs no introduction to Combined raining or Dressage followers in Colorado , having instructed and officiated at many shows in recent years around our State As a teenager, Corky rode at Jane Marshall Dillon' s Junior Equitation School in Virginia, which also produced such talent as Internationally known riders Kathy Kusner and Joe Fargis . Corky taught at J.E.S . during her high school and college years . She has competed successfully in both Combined Training and Dressage , so much so that in 1978 Corky and her -mare "Chimes" were ranked 19th nationally at First Level Dressage. She came year "Chimes" was the MSCTA/NCC Combined Training Horse of the Year, and Corky herself was the Senior Rider of the Year. Corky is currently active in teaching dressage and jumping in Greeley and is rated an A+ISA 'r' Judge in Dressage . With the Trout Creek op- eration shortly moving to within a few miles of Corky, we are looking forward to becoming neighbours with such a proficient horsewoman. fad • B B • a° B,44 4"s a o Corky Shaha riding a "� 9e °&0(.0 B e °a as "Justice For All" a Ba at the Foothills j '° a�BB� �_ Dressage Show ,, B Fp��- ₹a a as °,a >a' a,fieet�ay � P.' e P area¢ easB a a; a j‘l g B e .qy Y 'v 'mmosaes a tea% i$HYP gAS a _ tt 04, �aa ss s= Wye '4J° aP all " is t °° d= $ •jv4 :a 11 Nye" P addon v.;;(0—.a e �' G agB,grd6,,@p$, t."" °6t & Btl Aa a§in . ®aa. Jha'i4F5[ AAB " "' d +8+ 6 k wow 4104., r' a apsp r," , A NOVICE CROSS COUNTRY RIDER wa MEET THE TECHNICAL DELEGATE COLONEL WILLIAM GREEAR ISan Antonio,Texasl We welcome Colonel Billy Greear for the second consecutive year, from his home in San Antonio , Texaco Born in Colorado at Hayden, near Craig, Colonel Greear spent most of his formative years in the mount- ains of New Mexico before being appointed to West Point Military Academy, New York , where he graduated in 1928 . He was one of the first members of the United States Equestrian Team (prior to World War Two) and ' just ' missed selection to the team itself because of the War. -He spent several years in Germany after the conflict a before his return to the USA in the late '40 's . From that time until fairly recently, he competed in Hunter & Jumper shows in the SW part of the Country, before becoming more involved with Combined Training. He is an AHSA International Dressage Judge, a big "R" Judge in both Hunter ,, sd 0::::.14, and and Jumper AHSA classes as well as a r Combined Training Technical Delegate, 1983 saw him officiate at Dressage and Hunter/Jumper shows throughout the SW. _cAsotiDo not be fooled by that easy-going ,'"-)7.1-7:i exterior, whilst Billy Greear is as y;e friendly and helpful 1'D as you are ever likely to meet, he sees-all and knows- all at any event at which he officiates , and it 's a pleasure to welcome him back . ` 1983 also saw him completely baffle the trout population here in South Park, the fj�' �5�✓i+% 4� `fir result being many fine meals as a direct result of his fishing endeavours . 4,04.t w' s•r .rte t . , . . 8 4 `, , �, °d ' THE NOVICE WATER IN 1982 44 vim' } if g ,.., `s a, wi. x ,' "'.e %ire e 0 , 10 THE WORLD COMMENTS ON TROUT CREEK , P ' s Why is Where's = 4 my wife the " on 44 horse .. e� fence crew's trial ' 9. It's a .,. thriller! d r �We got 9 ar rid of ;'.vti5 ,..0 r zis ((a Ka! ., ' r174( 7 n Harvey ?7.0 e from our prison Horses is Luck! r� ' smelly Pings! �„' ;: VINOUS SPIRITS FINE TOBACCOS BLUE HORSE POTTERY '' t - Custom Dinnerware—Lamps . '.. of �. to tit teal • LIQUOR scone 4 .. Becky Berkman(303)349-5541 P D. Box 124 i(EN HEIDEL 35 Front Street Cement Creek.Ranch Crested Butte,CO 81224 P. Fairplay, Colorado 80440 Proprietor - +..'-�h ;^mss -"' LANNY'S "'• TEXACO TEXACO SERVICE PATRICIA A. TRACHTA Highway 285 Tires-Parts- "EquineSpecialist" Fairplay, CO 80440 24-Hour Wrecker Service 836296E CARL WEIL INSURANCE "Complete 117 Wilcox insurance Tired Old Mechanic on Duty . Castle Rock,CO 80104 services." 303-688-5176 Residenc-e 303-693-2706 11 THE HISTORIC -END OF SEASON SALE !airplay Motet a l Ind �jo��el E air JG e e •COLORFUL event shirts and - 1.J y Top covers-by Top Form. A wide 500 MAIN STREET Form a range of patterns, colors and xooMs FAIRPLAY,CO-80440 styles are available. (303)836.2565 DINING ROOM ! EVENT SHIRTS DEMETRIOS TSAKIRIS COCKTAIL LOUNGELi [en OWNER LIVE ENTERTAINMENT ` . $38.95 now $29.951 EVENT COVERS reg. $24.95 now $17.95 8925 East Union Avenue r Englewood, Colorado 80111 James L. Sell Landscape Architect (-303) 694-0411 a Ir PROFESSIONAL I-225DESIGN i SERVICES I-25 LANDSCAPE ARCHITECTURE AND PLANNING M . PROFESSIONAL DESIGN SERVICES ilk* un1024 ion STREET GRE �'—GREELEY,COLORADO 80631 Belleview (303) 356-1920 OR�+ANDHV W\ Mon-Sat 9:30— 5,i`Thurs.till 7 P.M. RIVERFROPIT FEED . .164 `fi Am ST dim.; p�RG" ,./,1O' GRAIN • HAY • HAY CUBES • STRAW KENNELS&GROOMING rf • PURINA • KEN-L-RATION •-SCIENCE DIET Mountain America Inc. •WAYNE •-KAL-KAN •IAMS •KASCO • FRtSKIES • BETA CHIPS la 11 JOHN&CANDYE LOGAN BAILEY,CO.838.0138 JUDITH K. BURK WESTERN INN Fairplay (303)836-2385 Fairplay's -Finest Denver (303)620-0967 836 - 2026 8pede4ingin Films,baenn, COLOR TV +na Knnem Pnym 1. TELEPHONES 1265 Lake Plaza Drive GARDEN TUB Colorado-Springs,CO 80906 7 12 1984 HORSE TRIALS UPDATE Once again, we present an up-date of 1984 results in the MSCTA area. Congratulations to successful riders and to the Organizers . 1 . LORY STATE PARK BENEFIT HORSE TRIALS . May 19th and 20th 1984. Fort Collins , Colorado . Organizer: Dr. Ann Turner Preliminary 1 . Kristen Byyny/Lorbas . 91 .65 2 . Tom Alderson Minis . 93 . 80 3 , Grace Huffman/Ty. 99 .85 Training 1 . Cynthia Shafer/Moonwalker . 62. 00 2. Tom Sahrle/Far Storm . 73 .40 3 . Sherry Gordon/Kaleidoscope . 74. 65 Senior Novice 1 . Mahri Martens/Kloven. 42 . 15 2 . Marianne Millard/Diamond Lil . 42 . 60 3 . Judy McHerron/On The Spot . 51 . 60 Junior Novice 1 . Megan Bucy/Brandy. 40 .00 2, Kelly McElwee/Dublin. 41 ,40 3 . Lauren Danner/Aries Nar. 45 . 00 2 . HILLTOP HOSPICE BENEFIT HORSE TRIALS . June 9th and 10th 1984. Grand Junction, Colorado . Organizer: fir. Ken Matchett . Preliminary 1 . Gail Goodnough/Lucky Find. 52 . 80 2, Nancy Matchett/Midway Hopeful . 56 .40 3 , Marianne Millard/Who Me . 73 .40 Training 1 . Mary Dorman/Picaro . 37 .60 2 . Judy Writer/Escort . 48 .40 3. Jan Byyny/Ripley . 48 .80 Senior Novice 1 . Henrietta-Ransom/Mellow. 30 . 60 2. Marianne Millard/Diamond Li1 . 39 .00 3. Kathy Matsch/Ferdinand° 39 . 60 Junior Novice 1e Mark Van Houghton/Snip . 36 . 00 2 . Betsy Matsch/Bust My Britches . 45 . 60 3. Brett Johnson/Lunch Money. 48 .60 Elementary 1 . Ann Morrow/Khalid. 32.40 2 . Mark Penick/Hyperurbanite . 41 .40 3 . Helen Peale/Will . 45 .60 3. ABBE RANCH HORSE TRIALS . June 22nd and 23rd 19B4. Larkspur, Colorado . Organizer: Susan Robinson Farmer Preliminary 1 . Kristen Byyny/Lorbas . 77 .40 2. Gail Goodnough/Lucky Find. 85 . 20 3 . Mark Smith/Top Banana. 86 .80 Training ( 1) 1 . Joanne Sandler/Dinah Might . 55 .00 2. Judy Writer/Escort . 65 .80 3. Robin Rolofson/Magic Oak . 68 . 00 Training ( 2) 1 . tom Sahrle/Far Storm. 61 .40 2 . Lauren Danner/Aries Nar. 63 . 80 3. Kristen Allot /Koshari Dancer. 64.20 Novice ( 1) 1 . Laurie Strang Picket Watch. 46 . 20 2. Megan Bucy/Brandy. 46 . 80 3 . Josh Morris/Runaway. 49 . 20 Novice ( 2) 1 . Pauline Muntzer Downhill Racer. 38 .40 2 . Nancy Mitchell R1ack Sabbath. 39 .00 3 . Eharon Steinhouser/Along Comes John. 40 . 80 Novice ( 3) 1 . Tom Alderson/ Sebou. 40 . 20 2 . Kelly McElwee/Dublin. 40 .80 3 . Shannon Paul/Anticipation. 42.60 __ __.. A X13 UPDATE - CDNT'D Novice Elem. (1) 1 . Tina Mills/Sailor' s Delight, -49.20 2. Judi DeVere/Magna Terra Ringo .50 ,60 3 . Kathleen Densler/Daner. 54.60 Novice Elem. (2) 1 . Ravia Seydl-er/IBN Kaffir. 46.80 2. Diane Vagneur/Son 'n' Heir. 54.00 • 3 . Anita Johnson/Daisho , 56 .40 Novice Elem, Pony 1 . Jamee Schneider/November' s Topaz . 42 .00 2. Danny Herron/Sweet 'n' Low. 52 .80 3 . Laura Giebhardt/Finch Of Salt . 60 .90 4. ETRANG RANCH HORSE TRIALS . July 6th, 7th and 8th, 1984. Carbondale , CoLrado . Organizer: Mrs . Kit Strang. Preliminary 1 . V. Kerr/Hennick , 69 . 25 2. Marianne Millard/Who Me . 73.80 3 . Nancy Matchett/Midway Hopeful. 79 .80 Senior Training 1 . Wendy Webb/Quellar. 55 .80 2. Mark Smith/Maranak, 56.40 3. V. Vad-er/Padaic. 62 .60 Junior Training 1 . Kristen Allott/Koshari Dancer. 62 .20 2 . Chris Von Strnh/Shokee . 64. 20 3. L. Harwood/Chloe . 64.80 Junior Novice 1 . Mark Van Houghton/Snip . 35 .40 2 . C. Moore/Midnight Special. 42.00 3. Kelly McElwee/Dublin. 42 .00 Novice ( 1) 1 . Lee-Anne Eustis/Chama. 36.00 2. Marianne-Millard/Diamond Lil . 42 .60 3 , A. Lang/Suitable For Framing. 45 .00 Novice ( 2) 1 . Sue Martin/Masqu-erade, 40 .20 2. Sandy Dlson/Coda Con Brio,. 42.00 3 , Mahri Martens/Klovan, 43.8D Novice (3) 1 . Diane Vagneur/Spit 'n' Polish. 45.60 2 . Marie Fref7Prickson/Smokey. 46 .20 3. L. Brodsky/Luckdragon, 49.80 5 . BIG HORN HORSE TRIALS . July 21st and 22nd 1984. Big Horn, Sheridan, Wyoming. Organizer: Audrey Karnes . Training 1 . Wendy Webb/Quellar. 60 . 00 2. Leith Barker/Luneur, 72 .20 3. Patty Westerlund/Captain Blond. 81 .20 Novice 1 . Peggy Gomez/Rosie Did One . 37 .40 2. Barbara Barker/Sidra . 41 .40 3. Jessie Alderson/Sebon , 42 .-00 � 0e E RIV <o, Dave Harvey 303-836-2536 e Airf ER 1A s [► ' ro O 44 Managing Director Consultant and Al.6 LIZ `l. 4e & Course Designer Course Designer Trout Creek Beebe DrawV� Equestrian Center Equestrian Center P.-R.I. -Fairplay LaSalle 838-4975 Colorado 80440 Colorado 80645 G ` Recognized European&United States Military Genealogist ,Q,Pr 3D GRANT COLORADO T e IF YOU DRIVE TO DRINK ~p < DRIVE M TO PRI 46' 14 COURSE WALK NOTES int S (-2k coups" i -� • 15 ° ^ le \ u )< \: $ R ) / S 7 / 5 ' 2 : a ; mo ) � ) / / // - : ^ r m _ / Ng / ) S / 7 _ - g N / /f N c < \ ! a .a\ e Tr U)Ill-( 2% 9 _z � � EA " / « { n E " , / ` `k : OE iii m � 2 : B �� kn� X03 L III ( Q ^ C ^ 4 X i j ) 7 \ \ Ejd : / ! irJ1 \ . \ § & ,_ w - \ : § _ . L ® 7 \ �� / \ - Q tIOI # w ) m / « R t � � . ��. R %:---7 -› ,Y * . '® \ \ / § ,42 /IcjTh� \ 2 \ \ j % ® ® CO \ \ \ ( \ it r , 16 it ;\ - zcn =�. W W nme N �,.i = a o WIZ 6 z r T , 0 x :Roc,e cn F nws xx H PC c4 w nm eU H CO N E ....•• o5) qt -. y N r a up • rcOOA S`\ w O Q E r Z H W *, W ifl f <. ai Fri 4-9 HI H o Q' V U1 a la \` ca 0 r% �^^ �R�Pi �'1� _ W it E-i W m �� 4 F �� IR H a )Z i- \ ¢ � a •ti { r a H <4)4 vz • \—" wa w ` Px a Rv//` `�ca v M ° .�+► rr- W N ri H .r 17 � .cc E �. r v w U1 r6-7ra w D) 'J z w w6 1'� Irk x z I '�i . 17w 121 o ra III M., ,..., :s 63 1 60 c.\ ‘Il II,iti at x �J di w N________ ulE. cg z _a) E P Ili CD a) CC a CO fr O =44 TY . . t ) - E \ A " f t $ZJ rc u) ----- �1 ni N CO it a PIEI U2 CC Pi Q F /j 14 -(D -I w z M ii:9. EH P x LU w w as {a W 01. a W N CP Hi H z E 18 Robin Rolofson on 'Magic Oak' during the 1983 Stadium ,ipyt i,, c iti., , ..oss, x4�✓i ale 'IT,1 B "84%•,,,,s: 84 �q r s amps gg,:84i l y • • • • \ LEGEND 7 • •• "[1' '• • 1.club & office 2.indoor arena-stabling 14 El • • 3.outside paddocks 4. ha' storage ford El5.outside arena 6/7.trail ride crossings • 8/9.trail developement 13 . ' . : ���s 10. cross country start/finish y 15 16 11. first fence .a 9 12. last fence 3 ' 13. poles 2 17 14.banks 15/16.dressage arena .• 'PC- - - -, 17.stadium jumps ® i 10_ , �P�ii 6 o 5 X12 :•8 bridge o 0 6 9 BEEBE DRAW . ' • EQUESTRIAN • g lake CENTER 'b- - - PROJECTED LAYOUTI / , I / scale: 1"=400' BEEBE DRAW FARMS & EQUESTRIAN CENTER 19 * I touched briefly in the opening remarks on the above project - let me elaborate slightly. The proposed 'Beebe Draw Farms & Equestrian Center' is sited same 10 miles south of Greeley and to -the south east of La Salle on an existing 5,000 acre ranch. The plans are to dev- elope about 600 two and a half acre home-sites linked to a central multi-purpose Equestrian Center by 18 miles of trail rides in good riding country. The Center will consist of a 300 ' x 120 ' indoor arena with spectator seating, a two-storey horse orientated club facility overlooking -Lake Christina, a large outside arena, a planned 100-stall inside stabling complex with each stall having a 36 ' outside run, three immediate cross country courses around 2,600 acres of green-belt, a minimum of two full size dressage arenas , a stadium jumping arena, miles of spec- iality training areas consisting of streams , banks, poles etc , and 27 miles of interior connecting roads . In addition, the 7D0 acre Milton Reservoir will be developed into a water recreation area (sail boating, wind surfing, floating docks , angling etc . ) . Long term plans are for up to 100 condominium units to be built adjacent to the Equestrian Center and the recreation complex. The Equestrian phase will begin shortly after these Trials , when Preliminary, -Training and Novice courses will be constructed in time for August 1985 (Trout Creek dates) , and in 1986,extending the fac- ilities to include a steeplechase course and additional fences , inc- luding an Elementary and maybe Intermediate course . As the map shows , the Center is about 45 miles north of Denver and 30 miles east of Fart -Collins - so help us by supporting us at the Trials in 1985 and consider boarding with us and using the facilities . Wit pAess1 .., 4. , toeke.no Fort Col ms ` ` Ce 1w n. — s Q } o . Greeley , +(lovelan l_ s Part ai. � - • ° s1 s a 3 .� 1zxr �e I O lbngmant - Q r ow . •..• fort Lvoton . . t� Boulder' ! ;Tiara,ette ,__erigmm� hitiT• LOCATION 1""" = n,.North Wit_ ,,. — genes .. ' �;.,. Thar ` eit _- r s ! E� }J_- •(41 ton. Westmuuier � �� ( ` W " DENVER. - (Irvadd /3 GOIUenrq Wheat �HAs • \ Nitlgf. r. - 10 4 ., IAII fa R ' t'f,. lake oa J ` • • '� ,..�- • � I[v rereen ��ngiewob� � ----- ---\ memo i __. r- • seen* 2 re �7 �} 'Castle � e, ?4 •:A J ,t , Rack� I q • 20 COURSE--WALK COMPETITION & '83 RESULTS After much deliberation (and delay) we decided to offer trophies for the annual junior course walk competition, and have much pleasure in surprising our 1983 winners with their awards during the Stadium phase this year. The first prize goes to Valery Moore of Aspen, for a very comprehensive and detailed description of her intended course on Training last year. Second prize goes to Kerry Marten of Franktown, for a thoughtful plan of the Elementary course , with the odd insight into her horses intentions . Third prize goes to Betsy Matsch of Littleton, who , incidentally, also placed in this competition in 1982, keep trying Betsy, this could be your year! Congratulations to all -three of you, please be prepared to accept your trophies during Stadium on Sunday. The rules for this Under-18 competition are the same as for the past two years - draw a rough plan of your course, showing fence #' s , red and white flags , options , strides (where applicable) and your own intended track and the reason for taking it. Entries are acceptable on any kind of writing material. Remember that entries are FREE - just give your entry to me or send it in soon after the Horse Trials . Below is an -example of the kind of thing we are looking for. rlAtj _„- - ---- r® 0 // ,(b4, n c�,— j &.W a•,v Tn ,rvbei Rrhv-ovr �a ,• s4-/ - „ , -- N:1000-a'Lo/E „ it L�F�S on/ rt f av S P Mr A magnificent photograph of how - ' to negotiate a Normandy Bank . (Mary Gordon Batson riding ' Cornishman V ' at Badminton) �V r � VA'/ � �--,,,- THE FBI 's MOST WANTED EIGHTEEN ! 21 SOME OF THE TEOPTF WHO BRING YOU COMBINED TRAINING IN THE MOUNTAIN -STATES AREA. PHOTOGRAPH TAKEN AT THE 1983 MSCTA OFFICERS MEETING HELD AT TROUT CREEK IN OCTOBER LAST YEAR. BACK ROW Ken Matchett, Ann Turner, Ray Penick , Donna Banks , Kit Strang, Dick Farmer, Patti Trachta, Dave Harvey. MIDDLE ROW Glenn Fischer, Chris Krasa-Knox, Susan McLean, Nancy Davis , Lib Stokes , Starr Truno . FRONT ROW Kathy Matsch, Susan Farmer, Felicia Stevenson and Judith Burk . r € ' x a: CROSS COUNTRY BREAKDOWN For those of you who are interested in the faults incurred during the 1983 Horse Trials here , the following is a short breakdown of those figures . Lou Ann Wulf came up with an idea last year that we may adopt this year, that being a detailed list of each fault at every fence, and then sent out via the various Chapter newsletters . In 1983, 118 riders began the cross country phase , of which 42% incurred time penalties and 37. 3% had jumping faults . Of the 65 fences -offered on the four courses , 20 caused jump- ing faults . The biggest probl-em (once again) were the water fences , with 7 out of 27 having problems with the training water, and 28 Of 59 riders at the Pre-Training (now Novice) water. Perhaps the degree of difficulty on each course was reflecLed in the ' clear' rounds - 37% en the Training Championship course ( 19 fences ) , 57% clear on Training ( 18 fences) , 63% on Pre-Training ( 16 fences ) and 72% on Elementary ( 12 fences) . • PLEASE REMEMBER TO HAND IN YOUR BRIDTF NUMBERS AND PINNEYS AT THE END OF CROSS COUNTRY (PINNEYS ) AND STADIUM (BRIDLE NUMBERS ) • i AD • PLEASE MAKE SURE TO CHECK-OUT THE NOTICE BOARD AT FREQUENT INTERVALS FOR ANY LATE CHANGES IN THE SCHEDULE OR OTHER IMPORTANT NEWS - - - - im 22 HOW TO GET TO THE HORSE TRIALS Lory State Park Fort Collins Strang Ranch Carbondale,Colorado Colorado Bel1ev e-7 Tern's ri Place maiItt4, boxes T 1 LJ d c c m -O gas` 46, station 14 �. +r 8 Hilltop - Matchett Farms Big Horn Grand Junction,Colorado Sheridan,Wyoming Denver-4w Airport Exit 29 Rd. o 5th St. 0 Exit v " thru town — stay on n a 5th,onto gravel for a 12th St. U.--' 4 miles Leo 11 1 Abbe Ranch T Beebe Draw ITrout Creek) Larkspur, Colorado La Salle,Colorado c Larkspu i * i Exit a a Corrals x 39 3 miles ----------�,. 4� as c 0c 60 n 0 Post ( 32 _ Office I— Vs Plattevi le // f Y {�V�' 23 THE NEW .1984 STANDARDS FOR CROSS COUNTRY Obstacle Ditch Dimensions N-3'O' T- 3'7" :211 P 4'7" N-3.O' T-3'3" I - 5'3" T-5.O.. P-3'7" �N--4' 6" A-5'11..I 7.O.. -3.13- T 5'O- A-3'1 ' P- 6' 7" 1-9.O.. I� I - 8'0- .C , AA� . W A 9.2.. t A II $ N -�2' 8- A A P I o o in Drops T -3' 7" T PI I00 Pl Al N T I� ° M P 4' 7" N � � � N aTo�or' -0 ,nro I - 5'7" o a 0 o N A - 6'7" 0 N 4 Max.Speed in Max. no. of Approx.distance meters per min. obstacles in meters Under the new standards introduced this year, the diagrams above ' should' give you some idea of the sizes , dimensions and speeds of the five Div- isions of Combined Training now recognized by the AHSA and USCTA , (Note the Elementary is unrecognized, and therefore up to the discretion of the Organizers . ) On the diagrams above, N=Novice , T=Training, P=Preliminary, I=Intermediate and A=Advanced. • • • it 836-29D3 a. Fakplay Hanging Plants Dry Cleaning Service Family Store Film Developing 401 MAIN ST. FAIRPLAY, COLORADO 80440 ASSOCIATED GROCERS of Colorado, Inc. • Groceries • Fresh Meats G •porting Goods 14 E G/-k'L' MOR- VALU STAMPS • Fishing Et Hunting ing Licenses 24 ODDS & SODS ** I hope that you've all kept the cover of the "USCTA News" (Dec . 1983) on which "The Last Chance Saloon" on our Training course was pictured. Please ask Judith or Dave to autograph it when at the Barn Dance ° (Autographs are $10 each) . ♦ • • • ** If you haven' t seen the booklet "If You Like to Ride - Why Not Make an Event of it! " put out by the USCTA Education Committee, get hold of one - a nice promotional introduction to Combined Training. Available from USCTA , 292, Bridge Street, South Hamilton, MASS . 01982. ♦ • • • ** To you competitors - please be kind with your Event Evaluation Forms (in your envelopes) - we DON 'T have to put them in there - we do it to get constructive criticism and not to hear how we were to blame for the weather. ♦ • ,iv • • ** To anyone who enjoys Combined Training and is not riding or vol- unteering your valuable time at Horse Trials - PLEASE consider offering your help in the myriad jobs necessary to run a succ- essful Trials . If you are a parent of a rider, most organizers can fit in an odd job around your child's ride in order for you to be there to assist and cheer the said child. Remember - the more 'professional' the help , the safer and better the Horse Trial . Try calling Ann Turner (Lory) 484-14.32, Ken Matchett (Hilltop) 243-4177, Susan Farmer (Abbe) 681-3589 , Kit Strang (-Strang) 963-2319, Audrey Karnes (Big Horn) (307) 672-0868 or Good Old Ary (Trout Creek) 836-2536 when planning for ' 85 . To! ! • 1 • • ** At the ' 83 Trials we had two ' severe ' cases of riders being rude to volunteer helpers . Please remember that they are volunteers and if they weren' t there, there would be no place for you to go and be rude! How about a word of thanks to those who give their time up for you to enjoy yourselves? • • • ** Once again, we have been able to get out a program thanks to the advertisers , so we ask you to support them. Becky Barkman has brought along some samples of her pottery (on display in office) , South Park City Museum in Fairplay (see ad) is well worth a visit , and buy your booze from Ken, gas from Lanny, insurance from Pat -ant order your horse show photographs from Alice Koelle . • • v v ti vv wv N • • SOME CROSS COUNTRY FENCES lek 7 1 ,nom a 1 wYo 'k. 4 Le, pa aw sN r ' 9+a at e t ? Thompson's Travois Spool Hop South Park Wall 25 PINE RIDGE PONY CLUB CAMP 1984 Once again, through the generosity of Trout Creek Equestrian Center, Pine Ridge Pony Club' s summer camp was a fantastic success , This was our second year at this incredible facility which offers everything a camp director could possibly dream of for an equestrian camp. From June 12-16 , thirty pony-clubbers from several surrounding clubs had lessons in all phases of Combined Training, stable management , course walking and design and farrier management . For fun they were treated to games , trail rides , and a barbecue-hayride courtesy ol Trout Creek Ranch. Topping-off Scene from collecting ring on an unbelievable week, was pair pace and point to point day a point to point and pair a ' ' pace competition over the T} $ cross country course .Nplit We already have entries for q' B R .ex ; next year! fla Nancy Mitchell '' - PRPC Camp Director ' SOUTH PARK CITY MUSEUM ___ . '7: ar a ' , way s r pr^ +'r" . , c4 TF Kate Watson on Sundancer" & "Ili Heather Dixon on "Leo ' s Demand" _.� � - going through "Course Builders LL _ iRest" _ �_- - A perfect restoration of a Colorado ^ wa , Admission $2 Mining Town. Children 5-12 $1 vs =,.. ; Seniors 62 8 over $1 25% Discount with this ad i Children under 5 FREE Fairplay, Colorado v Group rates available with prior notice (303) 836-2387 si40. • 8 e ,*;5-;;;, •----SOUTH PARK CITY ..- #F ' a--n”.,, e;'j #`°6 'a �% Family Store ; � F C7) C.-Hotel Kelly Macrum on "T.D. c , i 1 going over "Tired Yet?" LL T, ..g'� z - =i US 285 to Eq.C___ 26 Rui\noRs HAVE YOU HEARD nC) RS. . . ABOUT. . . . 2 rL x � { ,ep. 44 is s� k w ' / f 8.8f ' DICK FARMER . .PRINCESS DI 3 e 0 .DRUNKEN SCORER CHRIS S. & i �-- , DRUNKEN ANNOUNCER DAN C. ? . . , BOY FRITZ & BOY GEORGE ? (ALL PHOTOGRAPHS BY DENVER PAPARAZZO - PATTI TR• • .TA) MOUNTAIN STATES 3 DAY EVENT The Mountain States 3 Day Event takes place at the Abbe Ranch in Larkspur, Colorado from Friday 7th September to Sunday the 9th this year. '° The organizers , Dick and Susan Farmer, report that they need volunteers for a variety of jobs . , over the three days - if you can help, call them .� ; ', ' , on 681-3589 . ‘ The new Abbe Ranch requirement for a donation to charity from spectators does not apply to helpers but everyone else , grooms included, will be , , 2 charged admission. The charity is an excellent , / one - the CSU Colic Research Fund- which will also benefit -from monies received from program sales and jump donations . Turn up , pay up and support not only the first Mountain States 3 ��• ;0 Day, but a worthwhile Fund. For more inform- ation call Michele or Steve Cribley on 688-4264. The 1985 Mountain State2 3 Day is tentatively planned to be held at Hilltop , and the 1986 is I pencilled-in for Trout Creek (at new location) . , .,c)7 \ 27 2 STADIUM COURSES AI ALL DIVISIONS-488 METERS 4a v o� b l V All in are` black on yellow i IIP O5 v NNN\ Start Finish Q9 GATE JUDGE Il TRAINING: @ 325 mpm. Optimum Time : 130" Time Limit: 300" NOVICE: @ 300 mpm. Optimum Time: 1 ' 37" .. Time Limit : 3' 14" ELEMENTARY: @ 300 mpm. Optimum Time : 1 ' 37" . Time Limit : 3' 1428, " 4:2°.°P37/' �+'sr'''.g , a ` Ara 1aaea., og �ryy� may :8,81188.8.a ,. ;awe ,�,�, , mmyy CAMP MANAGER -', �.. T l% EC rONGDON t w � ONSTRUCTION ' GENERAL CONTRACTOR s (Formerly Fairplay Motel) Al Industrial-Commercial 11 Dick Sc Phyllis Weeks iltand Pole BuBarnsHomes-AGa BuildingsRemodeling Dan CongdonCustom 1505 M mmlt P.O.Box 457 221-3043 FortSou CollinsSu,ColoradoVlew 80524Drlre (303) 836-2431 (over) Fairplay,Colo.80440 Or— 28 N C) N NW N co 0 O _ ° l‘a :Doc U O O j .L. O T= 4Cl\!,° a y > E o0 OH N0 a) en AO Z Ca,o= mo c0i a -°°� p r. uma am cE a) yo (° C et G o o0 O 3 O lc U O U Z a"' O—sill 2 u_ o C N r'—Ti d al = 3N .c to a) R y Boa) - LL mm g = Ec °' � 0 '' Ec ooJ "._W TD �n = c = �' U cE ° a ca "m cwC .3 J � O = ° °) CO.0 2 w`. O U a) O) _s� p'C. T T C �° X z A_ E,R C o) co O a, j'.. .O 0 Q :o. 0) °'mac = o dw N o > > ≥ N C all; "a)��i ioN a ° coo ° o LL TCC E MEM L T 0 U O V _ OOLL 0 Et, TC .- V T to c O e • "v.. o ° U "o U.Eo Ed 42 QV� Luc Ooc_ m: tcE Q� o co c !. ~ TN A' VIO O 0) Y/ = T N O U h L T U 1 1116 - d Q E a cn W O W i w P z z N fro rx] cn O O R Q.Q. �° z (nnomD O <4< 0 - fzrpl-IZ VD 04 LL Q Q r-1 z 1141.1 Pp fk0 r7 Tn6 J O \- � o > zox3 Qaz _ Z E—I El - < a a w d a a azwawfl a Nr ° ° a Oink =,/ / c x] E � x w Cow 9-i in N p `n ` o O. EnZ EtH W inWZ • Q N °') a Qa > rsaxz a� p 0 0 Z Z FHa Us Q Z F � ~ wwQ ' 9 Do ...w Zo } 411441 ›-S =� S 29 FIVE BARGAINS FOR TROUT CREEK VISITORS ! ' 760 X ♦a. . 271 X 6AW % JOHNAndy Williams Nancy Sinatra DENVER TINY TIM s tilikil i WAKES YOU Wert A OMAN NO LONGER WELCOME AT YAa�,EN SYMNTM PATH YHE 'HE SEEMS LIKE SUCH A NICE If gVCWLU EVER CALL ANY BOB HOPE DESERT ICWtK{bh CANS SAYSLAIIDfF MAN PURE EVIL raltlAND YOU Mr ONLY 5255 YOU finiar 990 MWMIOAar$344 7JiI' MAW ONLY$1266 YOU MY ONLY$666 — Order a celebrity today ! SOME BAD NEWS SOME RECENT ITEMS FROM "USCTA NEWS" Scientists x President Francisco X Paulo Cesar Bonfim X Highway workers in walked halfway across Bra- East Greenwich, Rhode Is- Set Date for Macias Nguema of Equa- torial Guinea was over- zil carrying a large cross on land, painted a yellow line End of world thrown after eleven years in his back to give thanks for across the body of a dead - office. In that time, he mur- his fiancee's recovery from dog lying in their path. dered ten of his original a paralyzing disease.While twelve cabinet ministers, +e was gone, his fiancée buried thirty-six enemies up married another man. X William G. Hall of to their necks to be eaten Shrewsbury, England, killed x The dean, a canon, and -himself by _drilling alive by insects,and hanged Eric Estrada three cathedral officials para- chuted off St Paul's Cathedral in while loudspeakers blared power drill. !keg Falls Off a rendition of'Those Were London to attract British youth the Days." to religion. X Mrs.Vera Czermak of X While taping a Dick X The Navy abardoned Prague, learning that her The Cure for Cancer Is Covets Show, nutrition ex- its highly secret Project husband had betrayed her, Found, but Moments pert J.I.Rodale said,"I'm so Aquadog because it was attempted suicide by jump- healthy I expect to live on unable to train dogs to ing out a third-story win- Later it Is Lost Again and on." He then dropped swim underwater to kill dow. She landed on her dead of a heart attack. enemy frogmen. husband, killing him. sm a an 1IONI >t x A study at the Aegean & SOME GOOD NEWS University in Ankara, Tur- key,• revealed that disco mu- nhsh Spoken Here sic causes homosexuality in mice. you Can Call the Dead — Collect Apologies 1 to " Horses Not Swallowed , � Fifi doles By Bermuda Triangle ' % 30 "THE DAY AFTER" LAST YEARS TRIALS_ __ __ swami 2 ' £ ' ' Alb Warning:The Surgeon General Is Both I Y ■ A Surgeon and a General.So Watch Itli III V , k,v RESCUING HORSES FROM THE WATER FENCE 1983 ke vi ,�f r t �n h E -0,ortn;ostri°501 w 'It Was Not Like the Movie' MANY THANKS TO THE FENCE CREW d dam° 1 9 Aio `- Q ieFq 'y`" y.' rowtf s*..�'5 O a y , ,y t i ...{ b'JNvy„' � �y'f A 4 . ` fRsd > k to M Ii4„ K 4, 4 # , •„,, , THE BARN DANCE BAND ,x a / r "LASSIE & THE �' COMMIES'5 r 174,40 Z 'a.,a w x • t a t 81i? N d MW O • E ° 0 ZN f O 2g N "' n O�- a 'V N N cc FT to o .. y Q s Q2 m c a vi a. j (�Y - .a m o OD Z U � yK0 n c yOo • a 5' o Q>"' L o0 C I. 3 � m cE '` Q � Q CO La E (nom Ti H 4,un O O Z N z O o0 = •N c W C O cc y Ili o Z .o � � al E f O co a Q> x E � a �_ '15 Data •••cr H 3 r°ass roa cE iZ L° - a s V V s o0 �OI- w ggb C1.1 H O V o V D Qy O 10 LO 0 C W 3.1 s ° 0 'E KQ u• in > v W cmc A L O O O O d W >. mto +%i U V O V V T = p p co _ Y C W .n v V A QA >E ; a h to O v v ,o O A co >- W y E N • N O c d_ O ! t0 -0 -o OD y o F v z g m a o Z < V E m V Z 3 N a O N o o O a .a .0 c .E E v O L J W m JO , Z Q f d � o cep- z o a.- N vi c c v o ° Y Co S o U N m U.0 N on > c a) ea N C N a T 0 xEm E 00.30 .c 01 gE • v N _ u o G w E o E•E o 3 d Os_ 3 N c r ` Q ww ° N N p Oct ow y N VI j y°j 3 d T O y .c Z Q F E0< c,'1. « " mH T6� v ° w c c Elm 3 c a) c m c « 4" >'0004"C .. N o N N A o a O 30 o N (-6 « N� vv N �o �mcvtw wa m `N v ° u 111 J �=� am L. ma o N Nd `mo `v°« WO N of E E al a a n tj ov^Im DM yaa � �t� a>> mE Eyo f � e f yD 1 N W��r. e doc '°— acv otcy ° m 0 n = `N E .. UCO 01 y!n 'o� to ydEN = '�' E� myrmnmc« y Ti; co co E2 � D F e aON:'. Cs E U E co m t N 9 m o °� a E Y N o N0 E m a o i F �+ o - N U N °a_^ uov ° I ou 04 0o mm Ew F : : 5 a ao'mar arcvOWQ ¢ arc ca Om 3w ec o 7 3 0 24 E win m« aEi >v0= Z'v'acr°'n m 1°O Q" $v -o "a U ° I c m = N cv ° c Ea) NTO " N d ` d f •. 0 t " omw °« W c m s m 9 - °p a Q C ° J ail! N W a -CO O w U N O N _N N N Z a C N CO N C >.,•5 H « N O D co . �. 30 3c tC N y I w O Ol IC O N U A f.0 -p c o m N•N _ co _ N 1- 00 O a N ~ � � G = u n N F gi«« a D E N U« N U E N ❑ ❑ ❑ n m v ❑ z .., x t.) to a QQQQGQQQQQ IC:Q <QQGQQQQQ4 s♦ � aa �) � aa � aaaaaa � aaigiggq,Dggugg©© © ©© © ©go a .)„. It CM © 71-ME SCHEDULE -(SUBJECT TD CHANGE ] o) check notice boards FRIDAY AUGUST 24TH, 1984. 8 :00AM Open Training Dressage (Arena 'A ' ) 8: 00AM Novice Senior Dressage (Arena ' B' ) c .9:45AM Training Dressage (Arena 'A ' ) 12 Noon Novice Course Walk ( 1) c . 1 : 50PM Novice Junior Dressage (Arena ' B' ) 3:00PM Novice Course Walk ( 2) 3:00PM Elementary Course Walk 4: 00PM Open Training and Training Course Walk SATURDAY AUGUST 25TH, 1984. 7: 30AM Jump Judge Briefing at Cross Country Start 8: 30AM Cross Country 8:30AM Elementary Dressage (Arena 'B' ) c. 12: 3OPM Conclusion of Elementary Dressage c.5:0OPM Conclusion of Cross Country c. 7:00PM Barn Dance and Bar-B-Q at old Barn at Center SUNDAY AUGUST 26TH, 1984. 9:00AM Stadium Jumping c.3:00PM Conclusion of Horse Trials h. / ir ITROUT CREEK FACILITY PLAN 1 \` camping / 2 practice dressage arenas ' �- emer.enc ` 1 _ I roman, cross ® - _I riding school barn country Scores y stables (.42-sat. ♦ qv 85- d� ance m + secretary 0 concession r.""1 I< lan Fished J Owv" • O O VIM itui : : t : r: : : : : I F—to 285 'VV outside stabling +-WATER arena 'A' G 19-84 dressage Scores to ir =TOILETS —fri. stadium ranch larena 'B'1 & sun. arena practice l dressage APPLICANT'S a EXHIBIT o 5 COMPLIANCE WITH 28. 3. 1. 1 . 5: "THAT STREET AND HIGHWAY FACILITIES PROVIDING ACCESS TO THE PROPERTY ARE ADEQUATE IN SIZE TO MEET THE REQUIREMENTS OF THE PROPOSED ZONE DISTRICT." When I purchased the property in 1978, Weld County Road 39 was paved from Road 32 to Road 40 and would have been, in our opinion , adequate for a long time for the type and maximum quantity of vehicular traffic that cur development will be generating over its phased buildout program . Two miles of WCR 32 going west from Road 39 toward Highway 85 were gravel surfaced. The County has subsequently plowed up the asphalt because of damage from the petroleum industry traffic and has downgraded Road 39 to gravel for the 4 miles. We had several meetings during summer and fall of 1984 with the Engineering and Planning Departments to address the access and road impact questions . We furnished detailed traffic studies and road upgrade analysis prepared by Steve Blue of ARIX, and based on this information we proposed to the Engineering Department that: A. We would perform 100% of the maintenance of the 7 miles of presently graveled roads in the vicinity of the project (2 miles of WCR 32 from WCR 35 to WCR 39; 4 miles of WCR 39 from WCR 32 to WCR 40; and 1 mile of WCR 38 east of WCR 39) until such time as the County decided that these roads should be paved. B. That whenever the County determined that 32 and 39 should be paved, we would contribute one half of the cost, with the remainder to be paid by the County or others . The cost of each 1/2 using a proposed phased improvement schedule was estimated at around $900,000 - $1,000,000. The proposal was not acceptable to either the Engineering Department or to Don Warden, the principal reason being that even if the proposed mitigation was considered equitable there was no way for the County to provide any participa- ting funds. The 5% cap on revenue increases was another of several reasons. When the staff made us aware of the County' s financial problem we made a second proposal prior to the Planning and Zoning Commission Hearing . An intervening holiday prevented any meeting with Engineering and Planning so based on the prior proposal the Planning Department recommended denial to the P & Z Commission soley because of a lack of agreement with Engineering on the (access road requirements. We have subsequently met jointly with and had further discussions with the Engineering and Planning Departments and have, we believe, reached agreement on these questions. The present status of our understanding is as follows: A. 1. It is agreed that only two county roads will experience significant access and traffic impact : WCR 32 from U.S. 85 to WCR 39, and WCR 39 from WCR 32 to WCR 44. Impacts on any other county roads will be negligible. 2. It is agreed that the requirement for "Adequate Access" to the site will be satisfied by WCR 32 from U.S. 85 to WCR 39, and WCR 39 north to the PUD entrance which is on WCR 39. This is a distance of slightly over 7-1/2 miles. 3. The starting date for the requirement to improve or upgrade the access roads in 2 above will be tied to completion of houses in the PUD. 4. The question of impact on WCR 39 from the PUD entrance north to WCR 44 after the access road has been paved is left to be resolved. B. The proposal to Weld County from Beebe Draw Land Company, Ltd. (hereafter "Beebe Draw") to resolve the road access question is as follows: 1. Beebe Draw Farms and Equestrian Center ( Beebe Draw) will adequately maintain to county standards at its cost, the existing 7 miles of gravel on 32, 39 and 38. This includes dust control not presently being done by the County, and snow removal . The only cost to the County will be the furnishing at its source of gravel required, which will be hauled by Beebe Draw to the PUD. This total maintenance will continue until the required paving work on the site access road has been completed. The estimated cost to Beebe Draw of this maintenance work, assuming 5 years to completion of the paving, is $620,000. 2. The required paving of the 7-1/2 miles ( as above) so as to provide adequate access to the P. U.D. will be done by Beebe Draw at its sole cost . This is Estimated to be over $2,000,000. The formula for establishing a starting date and the specifications for the paving work are to be worked out between the County Engineering Department and the Developer's Engineers and to be agreed to by the County Commission prior to the PUD final plan approval and the acceptance by the County of the plat for the first filing of Beebe Draw. Satisfactory security arrange- ments also must be worked out with the County Commission. During the 15 year proposed buildout of the PUD, and assuming the acceptance of the above proposal , the contributions from Beebe Draw to Weld County for the Road and Bridge and Engineering budgets would total : a) Maintenance performed for the County $ 620,000 b) Paving access roads (32 and 39 - 7-1/2 miles) 2,000,000 c) Tax income at 1983 mileage, and not incl . revenue sharing funds (Section 8 of submittal ) 240,000 d) Revenue sharing funds (at 1983 rates) 188,000 e) SME from sales taxes on equipment : to date 5,500 on future $550,000 11,000 Total Estimated Contribution $ 3,064,500 3. WCR 38 from 39 east is presently being used primarily for oil and gas traffic but there are two other owners on this section so it cannot be vacated by the County. Beebe Draw will permanently continue the maintenance on this 1 mile of gravel road. 4. Not resolved is the question of additional impact on WCR 39 north of the entrance or the cost to the County of this 4+ miles of maintenance subsequent to the paving of the access road, after which most of our traffic would be using the new pavement . Since our tax contributions over the period in question have been estimated in our fiscal impact analysis at $444,500 (see 6.2 above) , we believe that the County will be receiving sufficient revenue from us to cover whatever the cost for this presently indeterminate amount of additional traffic might be . A further justification for this position can be based on the economic benefit of the development for Weld County business. Greeley Area Chamber of Commerce YOUR NEWS RELEASE YOUR OPPORTUNITY FOR IMMEDIATE RELEASE Greeley Area Chamber of Commerce # Steve Abrams App S XHIBIT 352-3566 er+�ts December 3, 1984 g _ 1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1-1 Beebe Draw Equestrian Center Over the past several -months the Economic Development Asivisory Board (EDAB ) has reviewed the Beebe Draw Farms & Equestrian Center project and supports the application f-or a Planned Unit Development change of zoning . Specifically, EDAB concurs with the following: 1 . Development of this project adjacent to existing city boundaries is not fens-ible . 2 . The acreage designated for the residential tracts is not suitable for agricultural use . 3 . The nature of this development is compatible with the intent of the comprehensive plan. - more - Greeley Area Chamber of Commerce FOR IMMEDIATE RELEASE Greeley Area Chamber of Commerce Steve Abrams 352-3566 December 3 , 1984 2-2-2-2-2-2-2-2-2-2-2-2-2-2-2-2-2 4 . This proposed project meets EDAB' s goal of diversified development . 5 . The nature of the project is compatible with the quality-Df-life goals EDAB seeks to promote . 6 . This project can have substantial positive impact on the image of Weld County . 7 . The developers have met critical concerns in this proposal : a . Water will be commercially available . b . Extensive negotiations with the county planners have led to a satisfactory proposal which minimizes the county ' s liability for road maintenance . - more - Greeley Area Chamber of Commerce FOR IMMEDIATE RELEASE Greeley Area Chamber of Commerce Steve Abrams 352-3566 December 3 , 1984 3-3-3-3-3-3-3-3-3-3-3-3-3-3-3-3-3 8 . There will be substantial support and interest for this project on thm front range . Therefore , EDAB respectfully asks the County Commission- ers to approve this application for a zoning change . NOTE : Three members of the Board did not participate in the vote to support this project due to conflicts of interest . - 30 - LAW OFFICES HOUTCHENS, HOUTCHENS AND DANIEL 1007 NINTH AVENUE BARNARD HOUTCHENS GREELEY, COLORADO 80631 S.ROBERT HOUTCHENS RODG ER I.HOUTSHHOUTCHENS TELEPHONE(AREA CODE 303) JOHN B.HOUTCHENS December 20 GREELEY 353-9195 JERRY C.DANIEL , 1984 METRO DENVER 571-0052 RIM ROBERT HOUTCH ENS THOMAS A.HOUTCHENS Office of the County Attorney a Weld County, Colorado / Centennial Building o6-0" A S Greeley, Co:orO80631 ad \-T 2 •vc 11g84 Weld County Department of Planning Services Centennial Building Greeley, Colorado 80631 Re : Rezoning Plat of Beebe Draw Farms and Equestrian Center Gentlemen: This letter is written to confirm certain verbal understandings reached between Morris Burk, myself, Rod Allison, and Lee Morrison. Development Standard No. 1 on the subject plat states , "The final P. U. D. Plan Map shall locate dwelling units , the indoor and outdoor arenas , stadiums, and the clubhouse a minimum of 300 feet from oil and gas drill sites and production facilities. Oil and gas production is a per- mitted use in the P. U. D. District. " Mr. Burk and I, on behalf of the owner of the subject property, have requested clarification of the foregoing Standard. Specifically, we have sought a definition of what constitutes a "drill site" for -purposes _of setback measurement. You have explained to us that it was and is the County' s intent and understanding that a "drill site" means the location of the well head and adjacent production facilities . In other words , to measure a -point 300 feet from a drill site one would begin to measure from the well head or adjacent production facilities . If this letter correctly sets forth our mutual under- standing and agreement please execute the duplicate original copy of this letter and return it to me. Vepy-truly yours„ JBH/w - J' ohn B . Houtchens -2- • DEPARTMENT OF PLANNING SERVICES By (v"L- a :,„ Rod Allison Ctun¢.„* P OFFICE /0' T COUNTY ATT RNEY gy.Thr �� L!Le Morrison AMIOC-O Amoco Production • Denver-Region 1670 Broadway P.O.Box 800 Denver. Colorado 80201 303-830-4040 Neal H. Peters Attorney November 19, 1984 Mr. Morris Burk c/o Lance Astrella, Esq. 1801 Broadway, Suite 1205 Denver, Colorado 80202 Re: Beebe Draw Land Company, Ltd. Proposed PUD, Weld County, Colorado Dear Sir: After discussing with management of Amoco Production Company the results of the hearing before the Weld County Planning Commission on November 13, 1984, regarding the above-mentioned proposal , and our subsequent meeting on November 15, 1984, I am writing to apprise you of the position Amoco intends to take before the Weld County Board of County Commissioners when the matter is heard on December 5, 1984. It remains our intent to insure that Amoco' s rights to explore for and produce oil and gas from the subject lands under the current agricultural zoning are not eroded in any way whatsoever if the proposed change in zoning to a -Planned Unit Development is approved. We maintain that our request ..for the specific language that "oil and gas exploration and production is allowed as a use by right within all areas of the Planned Unit Development" is the best way of accomplishing this result. However, in our telephone conversation with Lee Morrison of the Weld County Attorney's office on November 15, 1984, Mr. Morrison took the position that our rights would be equally preserved by including oil and gas exploration and production as a use that is allowed in all areas of the Planned Unit Development in the Change of Zone, and Resolution which lists accepted uses within the Planned Unit -Development. Although we still believe our requested "use by right" language is preferable because it is consistent with our present status, we are willing to accept Mr. Morrison' s representations on behalf of Weld County that our rights will be identical in every way to the rights we now enjoy under the current agricultural zoning to explore for and produce oil and gas. Necessarily we will want these representations to be made of record by Mr. Morrison and concurred with by the Board. Additionally, we will want to discuss on the record the details concerning wh-at including oil and gas _exploration and production as a use that is allowed in all areas of the Planned Unit Development means in terms of future development. Specifically, we deem it essential that the Board understand that we expect to have the opportunity to drill as many Mr. Morris Burk November 19, 1984 Page Two wells as allowed by applicable laws, rules and regulations which may mean a well site approximately every 40 acres with attendant access, pipelines, production facilities and required buffer zones. Inasmuch as you have stated that you feel our requested "use by right" language is unnecessary, we will appreciate your concurrence that it is the intent of all parties that the rights now -in place under the agricultural zoning to explore for and pro-duce oil and gas remain undisturbed if the change in zoning to a Planned Unit Development is approved. Very truly yours, ice7-( Neal -Peters cc: Lee Morrison, Esq. John B. Houtchens, Esq. Molly Sommerville, Esq. December 5, 19-84 11111 To: Weld County Commissioners The Bebe draw subdivision should be denied. Why? Of all the subdivisions in Weld County, only 40% are improved lots or platts. Therefore it is ridiculous to grant more subdivisions. However, if there would be 95% occupancy, then and only then if the incorporated towns voted not to have contiguous development, should -a subdivision be approved. If this flagrant granting of subdivisions continues there should be a recall of the Weld County Commissioners on the grounds of violation of Weld County Comprehensive Plan. Respectfully submitted, Roy Moser 20991 Road 28 Hudson, Colorado 80642 (303) 536-4616 HEARING CERTIFICATION DOCKET NO. 84-74 RE: CHANGE OF ZONE, A TO P.U.D. , BEEBE DRAW CATTLE COMPANY A public hearing was conducted on December 5, 1984, at 2:00 P.M. , with the following present: Commissioner Norman Carlson, Chairman - Excused Commissioner Jacqueline Johnson, Pro-Tem Commissioner Gene Brantner Commissioner Chuck Carlson Commissioner John Martin Also present: Acting Clerk to the Board, Mary Reiff Assistant County Attorney, Lee D. Morrison Planning Department representative, Rod Allison The following business was transacted: I hereby certify that pursuant to a notice dated October 29, 1984, and duly published November 1 and 22, 1984, in the La Salle Leader, a public hearing was conducted to consider the request of Beebe Draw Cattle Company for a Change of Zone from A (Agricultural) to P.U.D. (Planned Unit Development, recreational and residential uses) . Chairman Pro-Tem Johnson told the applicant that, since only four Commissioners were present, they could request that the hearing be continued to a date when all Commissioners will be present. If today's hearing is conducted and concludes -with a tie vote, the absent Commissioner would listen to the tape and cast the deciding vote at a later date. Lee Morrison, Assistant County Attorney, read this application into the record. Rod Allison, Planning Department representative, reviewed the Planning Commission hearing which resulted in a tie vote; therefore, there was no recommendation from the Planning Commission regarding this matter. In response to questions from Commissioner Johnson, Mr. Allison stated that the Planning staff had recommended denial of this request. Mr. Allison also commented concerning the uses whichwould be allowed within the proposed Planned Unit Development. Morris Burk, the applicant, came forward and gave a detailed explanation of this request. His presentation addressed the issues raised by the Weld County Comprehensive Plan. He presented a program from his present equestrian center near Fairplay, Applicant's Exhibit "A", and a proposal for the provision of street and highway facilities to the proposed Planned Unit Development, Applicant's Exhibit "B". (Tape Change 84-133) Following Mr. Burk's presentation, in response to questions from Commissioner Johnson, Don Warden, Finance Director, made comments regarding the fiscal impact this project would have on the County. Engineering Director, Drew Scheltinga, also made comments concerning the roads which would be affected by this proposal. Following a short recess, this hearing was opened for public comments. John Young, equine veterinarian, spoke in favor of the proposal. Steve Abrams presented a press release from EDAB favoring the proposal, Applicant's Exhibit "C". Richard Binger also spoke in favor of this application. Nancy Hettinger and Beverly Bruntz presented arguments against the proposal, followed by Barry Bowman in favor. David Karpel, representing Rocky Mountain Energy Company, informed the Board that his company owns the minerals and expressed his company's concerns because this area has been designated as a coal resource area. (Tape change 84-134) Mr. Allison explained Weld County's mineral -extraction plan and stated that the State of Colorado has determined that this area is not mineable. Mr. Karpel requested that if this request is approved, the approval be conditional upon the satisfaction of his company's interests. Corky Shaha, Nancy Mitchell, Kathi Fortmann and C. Herb Hickmore came forward to speak favorably of this proposal. Neal Peters, Attorney with Amoco Production Company, presented a letter, Opposer's Exhibit "1", concerning Amoco's rights and requested that oil and gas exploration be allowed as a use by right within all areas of the Planned Unit Development if it is -approved. Mr. Morrison, for the record, explained that a Change of Zone does not enlarge or diminish the rights of oil and gas production. Pamela Staley and Molly Sommerville, both with _Amoco, also spoke. Carl Jepsen, Jerry Wardell, Charles Garznak and E.J. Novacek made comments concerning this request. Mr. Morrison presented a map of oil production in the area, Opposer's Exhibit "2", -which had been presented at the Planning Commission hearing. Grace Moser spoke in opposition to the request and asked that a letter submitted by Roy Moser be read into the record. Mr. Morrison read this letter, Opposer's Exhibit "3", into the record. Dr. Simon Turner, veterinarian at C.S.U. , spoke in favor of this request. Laura Mark spoke opposing this Change of Zone. Mr. Burk came forward to rebut comments made by those apposed to this proposal. The Board asked a number of questions concerning this application. (Tape change 84-135) Commissioner Johnson then reviewed the questions which the Board must use as criteria in deciding this matter. Commissioner Brantner moved to approve the Change of Zone from Agricultural to Planned Unit Development requested -by Beebe Draw Cattle Company and stated the reasons for his motion. Commissioner Martin seconded the motion. Mr. Allison stated that the Planning staff had recommended that four notes be placed on the plat and included in the Resolution if the Change of Zone is approved. Commissioner Brantner amended his motion to include the recommendations of the Planning staff. Commissioner Martin, seconder of the -motion, agreed to the amendment. After comments from Commissioners C. Carlson and Johnson, the motion carried unanimously. APPROVED: /J Q. BOARD OF COUNTY COMMISSIONERS ATTEST: + -� lZn , �pq�� WELD COUNTY, COLORADO Weld County Clerk and Recorder EXCUSED and Clerk to the Board Norman Carlson, Chairman 4/T7'c-nuCa zsoi puty County Cl k zet: Johns _Pro- em Gene R. Brantner Chuck Carlson � �—`' - >>> n T. Martin TAPE #84-132, 84-133, 84-134 & 84-135 DOCKET #84-74 LHR 2220 -- ATTENDANCE RECORD TODAY ' S HEARINGS ARE AS FOLLOWS : DECEMBER 5 , 1984 DOCKET 484-SO - USR, Expansion of Non-Conforming Use - Agland, Inc . DOCKET #84-74 - -COZ , A to P.U.D. , Beebe Draw Cattle Company DOCKET 4 PLEASE write or print legibly your name, address and the DOG 4 (as 1__ted above) or the applicants name of the nearing you are attending . NAME ADDRESS HEARING ATTIENDING L-/i4,4,0/n/�i aa-..'rcpar.Cln-1y,.,,t— 7 7 / j/'� M0420 7,:olYyTYD/4 d,,, ,�C�Al/ "i /r .7t-rrM/- � BN✓IT' LO. ✓BTF�].= /i`Ki - Stne-1�y t`cs..v.1/4K'.vt% trs cSL. co ��c' : ; :2117., (te stn ,/ .? 71.fi.�., ,,,Z de../e_../7 ��l1J �.r,)-- �a�' 4T /�._.. 1 ` & N ire_d714 _33( 1, 1 Lr ✓a-,' 1(7_,.., t,,— ,97,1( / VC/G7?Cpi-7: /3Z-50 l[.C1/i'5// / -CLf ce/(A-x-,,, 4e, )-e," .--112Qy[/ -Robe ['ACT ICTt)/i JO/ 3 0.07/0/JP..;ws-i,.(¢) t' f'Cc 0,Ahlseen°(tic_ fLrti/l,M t, :, teL'-e 7 _e, //Nh&tt - S .J & J 7 -ter -.[� i'rt 4..6,9- /t _ iz-' �'Y.�l , L)<-4t .�' O (fit J (-. ., / i7 ` t� / ,±(.-..75,..., 72a/'2i Pd 4,a Lc- Sy//e llo/a I9Ne6L frgw — (\ \ r C� 1(--Re-rs2-V\ (9c/1c�/\ �t� `-cS-CX�\\c,C,O\cc. - -n-? rJ c� 1 �;C*t -- J - /o v r,I__ /i/e./= /y W J �eQ1 Ira u) �U `;'(if; , r fill 2t/ I /G 7/11 rev i3 i A , : /, ^_ J . JM 4fgu P60114s 11 25-tha (71 ./ M tidef=. -J Al IL,/ /� o Vo G1 v /7-2, c- 2 / i v i- t_ 6:7--e.� /� 7 lie :p( 9 �s ` 1�3et� Co l�E'7+tfIy v��3 . & t Vi-A-uti • _ „at c , ' , -= 6n,cil, ( $rir . AG Cn AID _h JiL-rr/= hite l Yq-i K '-) Ed? el)1 11 8-4 v1/, 1.I $494 'e -,f fff 5/4/7 b hei//✓ /`7/,,lk lei -Y 7 it ,c4/4. , 8 et:-be Nu,\i"\aA...eket_..... 4.---Lee•-•-• C -1. 1e)‘ Li-ice -4 7 ola&Li(e ---- ...,,,cl,--,:b.43-...cr- k pq \04' l'71/ L1 sv ..,)UGC 7-'2 ,/ /r/ /%� // /7 ATTENDANCE RECORD TODAY 'S HEARINGS ARE AS FOLLOWS : DOCKET # DOCKET # DOCKET # PLEASE write or print legibly your name , address and the DOC T (as listed above) os the applicants name of the hearing you are attending . NAME ADDRESS HEARING ATTENDING /T B f� LD. Wnewnn ' e iVedi /14-41 y Cc) ,mod , pit, n f e,/CN,4 ki /,yac 1Q 4Ve'a322 R1477:51/?“0". (/7 -Beek ara k/ Ai9 41.44/eti wr.Q 443,Ltt≤ aE Co A ,\, O . 61M TUB Ca u . Vde. 77o3pokL2 NOTICE Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning OrdinanrR, a public hearing will be held in the Chambers of the Board of County Commissioners of Wald County, Colorado, Weld County Centennial Center, 915 10th Street, First Floor, Greeley, Colorado, at the time specified. All persons in any manner interested in the following proposed Change of Zone are requested to attend and may be heard. BE IT ALSO KNOWN that the text and maps so certified by the County Planning Commission may be examined in the office of the Clerk to the Board of County Commissioners , located in the Weld County Centennial Center, 915 10th Street, Third Floor, Greeley, Colorado. APPLICANT DOCKET NO. 84-74 Beebe Draw Cattle Company 1551 Larimer Denver, Colorado 80202 DATE: December 5 , 1984 TIME : 2 : 00 P .M. REQUEST: Change of Zone from "A" (Agricultural ) to "P.U.D. " Planned Unit Development (recreational and resi- dential uses) LEGAL DESCRIPTION: Part of Sections 3 , 4 , 5 and 10; all of Sections 8 , 9 , 16 and 17; all in Township 3 North , Range 65 West of the 6th P .M. , Weld County, Colorado BOARD OF COUNTY COMMISSIONERS WELD COUNTY , COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: Mary Reiff, Deputy DATED: October 29 , 1984 PUBLISHED: November 1 and 22 , L984 , in the La Salle Leader r ,7r )'1 DATE: Octol 29 , 1984 TO: The Board of County Commissioners Weld County, Colorado FROM: Clerk to the Board Office Commissioners: If you have no objections, we have tentatively set the following hearing for the 5th day of December, 1984 , at 2 : 00 P .M. Docket No. 84-74 - Beebe Draw Cattle Company, COZ-A (Agricultural) to P.U.D. (Planned Unit Development, recreational and residential uses) ARIX requested that this hearing be pre-advertised. They had requested to be heard December 12 , 1984 , but you will be out of town that date . The hearing is being scheduled for December 5 . OFFICE OFTHE C RK TO THE BOARD - BY: i/:� �/. Deputy The above mentioned hearing date and hearing time may be scheduled on the agenda as stated above. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO Affidavit of Publication STATE CF COLORADO. County of Weld. 1 )920--(3- 2-'27 c� LEGAL NOTICE f• Of Pursuant to the zoning laws of the State f Colorado Bind the Weld County Zon- said County of Weld. being_duly sworn. fay that ing Ordinance,a public hearing will be I am publisher of .held in.the Cambers of the Board of • County Commissioners of Weld County ��e C/ Colorado, Weld County Centennial Center, 915 S Street, First Floor, that the same is a weekly newspaper of general Greeley,Wanda,at the dine specified. All persons in any manner interested in circulation art printed an u6lished in the the Use By Special Redew are re- quested to amid and maybe heard. town of . in said county and state:: that the notice or odver• IT'S-RtiMP tlyegyent.nnd twow cetS 5s•uwWWCounty tisement. of which the annexed is a true copy, Planning Comadiewwlmay be examined in the office of the Cimh to the Board of has been published m said weekly newspaper Caunry Coalitioners,located m the for �_.....�4.. Weld County Cetemili l Center. 915 wasIah.5n.et,lfinl.Ebor,Greeley.Col- weeks, that the notice _published in the orsdo. regular and entire issue of every number-of DOC-XET newspaper during the penod and time of publi- cation of said notice and in the newspaper APMSANT 5 Beebe Drew CattCompeer proper and not in aaupple;vent thereof: chat the 1 155 Latimer first publication of said notice was contained in Denver,Colorad680g0Y the issue of said, newspaper bearina date th • DATE:December 5,1984 �qq e—laa n- � o day of / "'^'� A.D.. 19 er TIME:2:00 P.M. and the last publication thereof. in the issue at REQUEST: Changr W Zone from"'A- a�`i .newspaper bearing date. t t day c1 (Agricultural)to"P,U.D.^Planned Unit Yl . ,. w�/ - Development(recreational and redden- that the said gat uses) LEGAL DESCRIPTION: Pen ni Seenona 3,4.5a d 10:on of Section 8, 9, 16 and IT: a in the has been published-continuously and tinintersupt• Township 3 Notih,Range 65 West of the edly during the period of at least filtydwa con 6th LM„Weld Cary Colorado secutive weeks next prior to the first issue thereof - -BOARD OF ON containing said notice or advertisement above COMMISSIONERS reiened to; and that said newspaper was at the _WELD COUNTY,COLORADO time of each of the publications of said notice. BY:MARY ANN FEUERSTEIN duly qualified for that purpose within the mean. COUNTYCIERRAND RECORDER inn of an act,-entitled, "An Act Concerning Legal AND CLERK TO.THE BOARD Notices, Advertisements and Publication, and BY:Mary Reiff,Deputy the Fees of Printers and Publishers thereof, and DATED:October29,1984 to Repeal all Acts and Parts at Acts in Conflict Published in the La -Salle'Leader with the Provisions of this Act." approved April 7. on Thursdays, November I and 22, 1921.-and all amendments thereof, and particu. 1984. lady as amended by an act approved. March 30. 1923 and an act approve- ay 18. 1-931. • Publisher Subscribed an worn to before me this day al A.D. l9�_ My Comm oaten expires // . / d� - Notary Public ELl7_AE'E 2.2.01 9 WV.C.,K;: . 5 GREELEY CC- ;'; H,3I Affidavit of Publication STATE OF COLORADO. ss County of Weld. ) ' Legal notice NOTICE? L Paul Massey of Portent to the m,y laws of the State of Colorado and the Weld County Ton. said County of Weld. being-duly sworn. say that hp Ordinance,a-pjc bearing will be ( am publisher of , held.N the Chamber'.of the Board of County.Comediennes of Weld_County La Salle Leader Colorado, Weld County Centennial Center, 915 10th Street, First Floor, that the some is a weekly newspaper of general Greeley,C<leredoat the tints specified. circulation and printed and published in the prawns tit any manna Intended In the U. By Special Review are re- town ot . La Salle quested to attend and may be heard, in said county and state: that the notice or adver, -BE a ALSO KNOWN that the text and "lane so seamed by the Weld Countd tisement, -of which the annexed is a true copy. maybe d has beenis the of the kte theBeard of published in said weekly newspaper tnmamudthe Chrotaedoerdaf County Commissioner',tyCentennial located In 15 lo[ one Weld Cofret. Cmtemld eeley, a. 10th Street,Third Floor,Greeley,CW. weeks: that the notice was published in the undo. regular and entire issue of every number of said DOCKETNo.-84-7e newspaper during the penod and time of publi •- cation al said notice and in the newspaper APPLICANT le Company proper and not in a supplement thereof: at the Beebe Draw Can1551atl er th first publication of said notice was contained in - Dever,Colorado 50202 the issue of -avid, newspaper bearina date. the DATE:December 5,1954 �. -day_of November - A r,. f 84 TIME:2:00-P.M. and the last pubiieancn thereof, in the issue of said,newspaper bearing date, the Jam. day al IIEQUEST:Gimme . Zone-from•nt g REQ(AmiUEST: han9eto of Z e-to Unit November . 19 1 : that the said . Development(recreational and residen- tial uses) LEGAL DESCRIPTION: - La Salle Leader Pan of Secdoue 3.4,5 and 10;e0 of has been published continuously and uninterrupt. Sectlote 8, 9, 16 sad 17: all In the Towable-3 Nash,RaapedWestofthe edly during the_period of at least Blip tvro xon 6th P.M..Weld Comp Colorado stoutly* weeks next prior to the first issue thereof containing said notice or advertisement above BOARD OF O COMMISSIONERSNERS referred to; and that said newspaper was at the • WELD COUNTY,COLORADO time of each of the publications of said notice. BY:MARYANMPEUERSTEIN duly qualified for that purpose within the mean. COUNTY CLERK AND RECORDER ing of an act, entitled. "An Act Concerning Legal AND CLERK TO THE BOARD Notion, Advertisements and Publications, and BY:Mary Rent,Dgwty the Fees of Printers and Publishers thereof, and DATED:October t9,1961 to Repeal all Acts and Parts of Acts in Conflict with the Provisions of this Act" approved April 7, • Published lo the la Salle Leader on Thursdays. November 1 and 22, 1921. and all amendments thereof, and panicu. 1954. tarty as amended by en act approved, March 30, 1923.and an act approved M IB. 1931. / Pub fisher Subscribed dsworn to before me this r/ day ofd .. A.D.. 19 KV My commission expires // Notary Public •• Affidavit of Publication STATE OF COLORADO. 1 as County of W x114. i L caZe./i /'IQic7XL17 of said County of Weld. being duly-sworn. say that I am ,���r of p�� ��� Legal notice y� ) y z l/d Punuent to he rwW g 4ae e( be S ate newspaper of general of-Cobrado`nd tlw W�County Zon- that the same is a weekly news aan Ordinance,a Pnblic headne will he circulation apt,prime and published in the held In the Chamber,of the Board of _County ounty Commteloners cf Weld Camay WWII ot Colorado, Weld County Centennial in said county and state: that the notice Cr odver- " Greeley,915 10th Seem, First Floor. AR«rte Colorado.any m the rrin rests in tiummL of which the annexed is a true_ropy, diP fie• 'in any meaner er r interests to Me Ildt By Special and Review-ere re-has been published in said weekly newspaper .quested to attend and may be heard. for ,,, " � ¢ ...--.6, BE FT AISO KNOWN that the text end wen so certified bY the Weld C weeks, that the nonce was published in the Planning CanWmine may be examined regular and entire issue of every number of said bi rlw alkeathe Cierkroeheemrd of newspaper dung the period and time of publi- cation of sctd notice and in the newspaper 10th Street,Third Floor.Greeley,Col proper and not in a supplement thereof: dial the first publication cl said notice was contained in DOCKET NO.84.74 the issue el saiiddJ/onwwspaper Banns dale. thy 9&) - A a day xf ""' - n✓.. 19 i( / Beebe Draw CattkeCnomtiany 1551 Lade, and the last publication thereof. in Ih issue of Denver,Colorado 80202 satd.newa rig dote. t�h!/e/ day x: DATE:December 5.1984 r2 • ) , 19 07: that the said TIME:2:00 P.M. /2iuJb `.` ) REQUEST: Change of Zonefrom-"A" (Affekehreadi to tr "Psnae."Planned Unit Development has been published continuously and uninterrupt- muses) e'Teseoqui and reeldem edly during the period of at least flity.twa-con- LEGAL DESCRIPTION: secutive weeks-next prior to the first issue thereof containing said notice or advertisement above Part of'Seuemn 5.4.5.see 10:ati of referred to: and that said newspaper was at the �a8,e-I6,and et ofallie Township PM MmCosetyge65 mWa We 6th P.M., time of each of the publications of said notice. Weld�°oa'.-C°lonm. duly qualified for that_purpose within the mean- ilOARD OF COUNTYinq of an sat,entitled. "An Act Concerning Legal WELD QU�MSLORADO Notices, Advertisements and Publications, and � COLORADO the Fees of Printers and Publishers thereof. and COUNTYMC-ILERI PEUERS"IEIN RECORDER CLERK TOTxH1mARD to Repeal all Acts and Parts of Acts in Conflict AND- with the Provisions of this Act" approved April 7. BY: Deputy 1921, and all amendments thereof. and portico- M'ri'RldR' larty as amended by an act approved. March 30. DATED,acmbsl9,1984 19 an act approved ay l& 1931. Published in Res Platteville Herald on //e Thundey,Nuvember 22.;1984. C'r�`^' ublisher Subscribed as ,. sworn to before me this ,/ , day of !'a'-.,n A.A. l9 /f My commission expires `/" -I'5 --.. Notary Public ELIZABETH MAssE% 22019 W.C.RD, 54 GkEELEY,, CO 8063 i BEEBE DRAW FARMS AND EQUESTRIAN CENTER PLANNED UNIT DEVELOPMENT CHANGE OF ZONE APPLICATION LIST OF EXHIBITS APPLICATION AND SUMMARY 0 VICINITY MAP (2 SHEETS) , SHEET 1 CONTAINING SOILS MAP (EXHIBIT F ) AND 0 SHEET 2 IS THE SKETCH PLAN SHOWING FLOOD PLAINS AND GAS AND OIL ACILI- TIES IN RELATION TO PROPOSED DEVELOPMENT (EXHIBIT O2 ) . OZONING PLAT SHOWING PROPOSED USES. OZONING DIAGRAM INDICATING PHASING OF BOTH PLAT FILINGS AND BUILDING PERMIT LIMITATIONS THAT CAN BE ENFORCED BY WELD COUNTY. ODESCRIPTION OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER. OEQUESTRIAN CENTER PLAN AND DESCRIPTION. 07. STATEMENT OF CONSISTENCY WITH COMPREHENSIVE PLAN AND COMPATABILITY OF THE PUD WITH EXISTING ZONING IN SURROUNDING AREA. OFISCAL IMPACT STUDY SUPPLEMENTING 7. (ABOVE) . OSTATEMENT OF PUD COMPLYING WITH 35.3 AS REGARDS THE OIL AND GAS PRODUC- TION FACILITIES INCLUDING INFORMATION ON ACTIVITIES, SERVICE ROADS AND FREQUENCY OF VEHICULAR TRAFFIC ASSOCIATED WITH THE OPERATIONS. ACCOM- PANYING MAP SHOWING LOCATION OF ALL EXISTING GAS AND OIL FACILITIES WITH DISTANCES TO EXPECTED RESIDENTIAL AND EQUESTRIAN FACILITIES ALONG WITH A CURRENT AERIAL PHOTOGRAPH OF THE AREA. 1O. DESCRIPTION OF PROPOSED LANDSCAPING AND MAINTENANCE PROCEDURES AND ADDRESSING QUESTIONS OF SOIL EROSION. 11 SOIL STUDY TO ACCOMPANY 10. (ABOVE) ADDRESSING SOILS MAP SHOWN ON VICINITY MAP (SHEET 1 OF 2 ABOVE) . 12. THE PUD WILL BE SERVED BY THE CENTRAL WELD WATER DISTRICT FOR BOTH DOMESTIC WATER AND FOR FIRE PROTECTION WATER AND PRESSURE. THE ATTACHED LETTER FROM THE CENTRAL WELD WATER DISTRICT TO THE STATE ENGINEER CONTAINS THE REQUIRED INFORMATION ON THEIR WATER SYSTEM. @ LETTERS CONCERNING ADEQUACY FOR SEPTIC TANK INSTALLATIONS AND PERCOLATION TESTS. RESPONSE ON RETENTION PONDS. 14. LETTER TO WELD COUNTY ENGINEERING DEPARTMENT REGARDING ACCESS ROADS TO DEVELOPMENT AND PROPOSAL TO WELD COUNTY CONCERNING SAME . A TRAFFIC STUDY, IS INCLUDED, AND THE QUESTIONS OF DUST CONTROL AND MAINTENANCE ARE ADDRESSED. LETTER FROM STATE INDICATING NO PROBLEM WITH U.S. 85. 15. LETTER FROM LEONARD RICE ENGINEERS INDICATING THAT NO COMMERCIAL MINERAL DEPOSITS EXIST ON PROPERTY. 7i DESCRIPTIONS OF ITEMS THAT WILL BE CONTAINED IN COVENANTS AND DEED RESTRICTIONS. 17. DESCRIPTION OF OPERATION AND FISCAL RESPONSIBILITIES THAT WILL BE INCLUDED IN ARTICLES OF INCORPORATION AND RULES AND REGULATIONS OF THE PROPERTY OWNERS ASSOCIATION. S DESCRIPTION OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER LOCATION THE PROJECT SITE IS LOCATED IN SOUTHWEST WELD COUNTY. (SEE FIGURE 1 THE -WESTERN BOUNDARY OF THE SITE IS APPROXIMATELY SIX AND ONE HALF (6-1/2) MILES EAST OF PLATTEVILLE, COLORADO. IT IS DIRECTLY ACCESSIBLE BY WELD COUNTY ROADS (WCR) #32 FROM PLATTEVILLE AND WCR #39 FROM THE NORTH. EXISTING CONDITIONS THE PROPOSED BEEBE DRAW FARMS AND EQUESTRIAN CENTER (BDF & EC) ENCOMPASSES APPROXIMATELY 4,328 ACRES, WITH AN ADDITIONAL 2,285 ACRES LEASED FROM THE FARMERS RESERVOIR AND IRRIGATION COMPANY (FRICO) . THE FRICO LEASE PROVIDES WATER RECREATION POSSIBILITIES ON MILTON RESERVOIR FOR BDF RESIDENTS AND THE EC. APPROXIMATELY 3,000 OF THE 4,328 ACRES WILL BE MAINTAINED AS PERMANENT GREEN BELT AND RECREATIONAL SPACE. THE TERRAIN IS FLAT TO ROLLING RANGE LAND WITH NO AGRICULTURAL USE OTHER THAN MINIMAL GRAZING. THERE ARE 29 EXISTING OIL AND GAS WELLS SCATTERED ACROSS THE PUD AREA WITH SEVERAL GAS PIPELINES AND ACCESS ROADS ASSOCIATED WITH THESE WELLS. THERE ARE ALSO STOCK WATER WELLS LOCATED ON THE PROPERTY. THE PLATTE VALLEY CANAL FLOWS INTO MILTON RESERVOIR FROM THE NORTHWEST. THE EVANS #2 DITCH OF THE PLATTE VALLEY IRRIGATION COMPANY PARALLELS THE PLATTE in z _CC w D �v d O z N jS 2 W ZZO li SO • it L O • s X o 7" .4 J F- W J F 0- us J W- „L6 W S Z J k 1 cc >- Co ca I • i_ J ti _Z of I • 'Z U OC C.) • g 4 0 > a n J 1 Q a IL O W 0U p 0 Z I in ad o O 0 adaw O �Wo • `" s E. e ct Da r‘ 'VA in _id() viii N esilagaIWairo gl N tn O I co co = HI W W O O J VALLEY CANAL SOUTH INTO LAKE CHRISTINA ON THE PROPERTY, AND THEN BACK NORTH AS PART OF THE GILMORE DITCH. THE GILMORE DITCH FLOWS OUT OF THE MILTON RESER- VOIR IN A NORTHERLY DIRECTION. LAKE CHRISTINA AND SEVERAL OTHER PONDS ARE LOCATED TO THE NORTH OF MILTON RESERVOIR. THEY TOTAL APPROXIMATELY 15 ACRES AND ARE RELATIVELY SHALLOW. -PROPOSED CONCEPT BEEBE DRAW FARMS AND EQUESTRIAN CENTER IS A CAREFUL BLEND OF RECREATION AND RESIDENTIAL USES PLANNED SO AS TO MAINTAIN A DESIRABLE RURAL ATMOSPHERE. 70 INSURE THAT THE RURAL ATMOSPHERE IS MAINTAINED, WE HAVE SET ASIDE VAST AREAS OF GREEN BELT AND TOTALLY INTEGRATED THE EXTENSIVE EQUESTRIAN TRAINING AND {VENTING FACILITIES INTO THE REST OF THE PROJECT. IT WOULDBE IMPOSSIBLE TO BY ITS ESSENTIAL NATURE, TO LOCATE THIS CONCEPT AD- JACENT TO AN URBANIZED AREA BECAUSE OF THE NECESSARY LOW DENSITY AND AGRICUL- TURAL NATURE OF THE PROJECT. (SEE STATEMENT O7 ) FOR THE EQUESTRIAN CENTER, IN ADDITION TO AN INDOOR -RENA, OFFICES, STABLES, PADDOCKS AND VARIOUS TRAINING AND COMPETITION COURSES, IT IS ESSENTIAL T9 HAVE ADEQUATE SPACE FOR CONDITIONING. A MINIMUM OF EIGHTEEN (18) MILES OF TRAILS OVER VARIED TERRAIN IS NECESSARY FOR THIS PURPOSE. NO EQUESTRIAN FACILITY OF THIS SCALE IS CAPABLE OF GENERATING THE REVENUES NECESSARY FOR BOTH THE CONSTRUCTION AND MAINTENANCE. UNDER THIS PROPOSAL THE DEVELOPERS WILL RECOVER THE COST OF THE LAND AND CONSTRUCTION OF THE CENTER AND OTHER FACILITIES FROM THE SALE 9F RESIDENTIAL TRACTS. ALL FACILITIES AND LAND WILL 43E TOTALLY DEBT FREE WHEN TURNED OVER TO THE HOMEOWNER'S ASSOCIATION AT THE TIME OF THE COMPLETION OF THE FIRST FILING. SINCE THERE WILL BE NO DEBT SERVICE ON ITS LAND OR IMPROVEMENTS, THE EQUES- TRIAN CENTER WILL HAVE -AN ECONOMICALLY VIABLE FUTURE UNDER _COMPETENT MANAGEMENT. PROPERTY OWNERS WILL HAVE DIRECT -GREEN BELT ACC±SS FROM EVERY TRACT VIA T-HE EQUESTRIAN TRAIL SYSTEM, TO THE MILTON RESERVOIR, A CLUBHOUSE AND RECREATION CENT±R, AND T-HE EQUESTRIAN CENTER ITSELF. THE NET EFFECT TO HOMEOWNERS WILL BE THAT THEY CAN PURCHASE A MANAGEABLE SIZE TRACT AT -AN AFFORDABLE COST IN A RURAL ATMOSPHERE, WHERE THEY CAN OWN AND MAINTAIN THEIR OWN HORSE(S) WITHOUT DIVERTING VALUABLE AGRICULTURAL LAND. IT IS IMPORT-ANT TO RECOGNIZE THAT THIS PROJECT IS BEING PROPOSED WITHIN THE INTENT AND GUIDELINES OF THE WELD COUNTY _COMPREHENSIVE PLAN. SEE ST-ATEMENT. O THE PROPOSED BEEBE DRAW FARMS -AND EQUESTRIAN CENTER PROJECT IS ONIQUE TO WELD COUNTY IN AT LEAST TWO RESPECTS. 1) IT IS T-HE ONLY PROJECT OF ITS KIND WHICH WILL PROVIDE THE OPPORTUNITY (BECAUSE OF ITS LOCATION ANDSIZE) FOR OVER EIGHTEEN ( 18) MILES OF DEVELOPED HORSEBACK RIDING TRAILS. 2) COMPLETE STABLING, TRAINING AND COMPETITION FACILITI-ES PROVIDED WITH EQUESTRI-AN ACCESS TO EVERY -HOME SITE. (SEE EQUESTRIAN CENTER O) IN ADDITION TO THE EQUESTRIAN RELATED FACILITIES, OVER 700 ACRES OF WATER RELATED RECREATION WILL BE AVAIL-ABLE TO RESIDENTS AND GUESTS UN MILTON RESER- VOIR. THE PROPOSED BEEBE DRAW FARMS AND EQUESTRIAN CENTER PROJECT OFFERS AN EXCITING OPPORTUNITY TO BETTER UTILIZE THE INHERENT QUALITIES OF THE SITE WHILE SATIS- FYING A GROWING DEMAND FOR EQUESTRIAN RELATED AND RECREATIONALLY ORIENTED FACILITIES IN THE FRONT RANGE OF COLORADO. THIS IS A TRULY SYMBIOTIC RELATION- SHIP SINCE NEITHER RESIDENTIAL DEVELOPMENT NOR EQUESTRIAN FACILITY WOULD BE FEASIBLE WITHOUT THE OTHER. AN EQUESTRIAN FACILITY OF THE COMPLETENESS PLANNED, AS PREVIOUSLY STATE, WOULD NOT BE ECONOMICALLY FEASIBLE ON ITS OWN. THE RESIDENTIAL DEVELOPMENT WILL BE CONSIDERABLY ENHANCED BY THE GREAT EXPANSE OF OPEN SPACE NECESSARY FOR THE ENDURANCE TRAINING OF THE HORSES. OBVIOUSLY, MANY PEOPLE WILL BE ATTRACTED BY THE -HORSES, AND THE EQUESTRIAN TRAINING AND COMPETITION FACILITIES THEMSELVES. IN SUMMARY, THE RESIDENTIAL DEVELOPMENT PORTION OF THE PROJECT WILL PROVIDE THE NECESSARY FINANCIAL MEANS TO SUBSIDIZE AN AGRICULTURAL RELATED USE WHICH OTHERWISE WOULD NOT BE FEASIBLE. ▪ `" �' " gg • t 4� riS" ! tx7{ 1Y 41 & �' • t d i I tr.1 a 0'9( t , u d r ggr i ru ig P Fa t • of 4 ya y�4 t s=s r• ` 71 4; m�kS.tryayyi.! if S r �}d § {yi • r, •• a r � d•kx °1 : c.',:1/4.,C•:',:••t 3i,ti9��1Fd 1,�l rp +rIkt I ` xa v°f` ' i txLr� �GrT a 71 �H „lilt: at,F r P 3 $ yx"11,14 51 -°?'y' ' ,,, ,c-:.: .:; 'T �""sr �� ; �4. k.i uda.,1`* !kt: G7 „:"IM wr l ` .0.;1� I � fi •Y , 1▪ • • r �F r ,5 i� r�yy, +, i rM j.p �`A�ya Ki��i1,'P i} ! a •`1 ° §�A}�la ' i W• rr1�r' rr5 i 'r 9i +x adio i i, rat�z « . p4 i.. .�,,,.,, • . t'l • M U) +VJ '0:••*-4.,•;4-1,r.•—1Z • -titd . ,,,, 'y ' C A R' r s K7�iry'w' +Z N. i 1 PJ •.' P Fy l'at Ar" i C'o{u !�q .....;« i� '"1'I" sr �+ r `:: �.I'''5br�'ki r 14 ru i .. a1 eo • ..r Y • � tar ��� ,,,,z,,:-..,,, 'w lsJ 7111 J14 hh.. � ie � aC t • d1V Ss ` 3 5 ` ', t _' '?..:T"."--, rd'' Y'��F r yt 'y� l�.t§,F�`�pa yMr v ^ ula is � � . �ri ' 1,, r ` p � r �: q '"$ ry s r sq' yy / >r✓ t)s7 1f�q a q s e: 'i iit t &a'4 a (7t. p N�u4 a t.r t lWe ! s pr �� ��.rR* a - e • � ,F1'��i-r�«>Hrc � a'k � tM . x d ,� � ! a J � a�'y• .i�"'"" i-• • n ' 5,, r a.4 iiii ",' 4 ,f Y••,y+a6 �iw'r .r. • a . .ifirfi ..4 *a a r ix t$,�„8 Yrr8' 3 ( 4 r • .f �?ti: dM .5, 1 tr J" , w.'f4 ?ti qs �b4i" '� +y P �` • a u Jr ^'"� i^ : f n� r ,�, , '1 `p l 4it15 Y,r 4,{.,..";,..:,„:7:4.4L;,5, t � ' F 911 . 11 i tl! F�� � V . +, .. c. Sri N : 1 ws 3, '6 .Y� / r $ ..._ r r.; �° � te'� Y,k `t i ���4 i{V��i� r � � Ii,�v ��LL"�5i�°'r r�� +� . ♦ rY�y��� Nr`' • u • - gin i b xes h� N' g �''(('�i JM 1 �5 r v W t t ' • a,• n#'`x 't' ",..:`,71. ' 9• sta"y" 9 W'� •1 .44.444,,, 1 �,� � t gV.j 7 T 3 � �F ANtr 1! ,fir id i�t tayM1:g �,g 2 - .� i ' .a.' a R 1 iiy �`,� kI, > tti. �- J r,� C,. d`YAm d s;+ y"� � ,}' U t *^ ra.. 1� 6 V fk, , l, . �R t. �1ayh rk 1rA a"�.. r7js ✓♦. y N '�?� J 6w p z '4 J • 1 ' g M�Fi • p '� ( f4 :?,' iIf �., y.Al gi 1 �.: y�� ,,,.....„,„I„,.,,,.....1,7..,..,,.±. • °ryl •,„,,:e,,...,9.,•••• TI q r "S:lyyw iF Ta_7' fJf rbr ^ ;% - .-.4.' A� b A t% i[ •n p �r a a b^`j`r A • _ �� • � d1 4th r41I ,' ' 4vfc4Py. 1•�xC 3 i ..', h' r CC-).,4.,. .,.:.--,,,;,O...v,,3-t„,4,-.9r,,, i �,,,,,, e l' .� `�•� � � .I:: 'M �t �.�� '�do � rf�� r Iz` t• ± x� � *� r GG. • � 1 v 14"q 3 t .�� •,,,,,,,.;.;,•(1[4, y }(a'1 y ₹rr r1Ei r� r) Yrt . e$•' L'-..;,:,-,7 4,,,:i-,,,,,,,,,, "lµ AAa {'r iE _ �+' y{�' .q�T" 'ti ° l � 4M1 d ItV `fi ^ u'R"M..rt,;> f,,:'U •'•C^ '0+{r A. ' tthit��L4ita 44', + �imi y, r+ c m d, ex, '� 4 Mk'1".ata, f x, yy �y k. 1 ' - ( '". V Y, r ;9e y="� spy � KIi ; 4• d `�` H 1 o 1 -:' `' 'i., J4 9 • tl: , • Pr (" • > 1•4a • x t —Y J ■ •----i •7— of ; I . • '� .;° z � ; n , � A �, O� b ' � A g '. 1 ` C� • t:01,4.,...Vt w 4,, ,fd r C.'� Y� 'ID )'t • M I Y ,^ Z • C"1 �( w t ttd��N - aM !� >_ r {NIS IIIIIIIIIIJI ;. fit° 1. "11 � gg • �xA f N. is pi n* 4 +ray g{''� .4".•••,:•fei i{ :It y. x ay.r .6 y,,did 1 f b. h ,cr wt `b� {a A . S u i .a 9t+' •''' '' ♦ 7 ,y A... 4 1,NV as f .a• ,. : 4 r i , V 1. � 1A»=l r '01t."4:4/r.4?- r., t' }� 1M 1 R1M1xs � - yY .J ° .en d5 -- d p.. ry y� G�"r yi ', y Ytabl �r7 f; h1 yam- bdr %`r'. i1t: x n 1� SA°# t p Rlix [' K eito1 ,1Ftirr„ I n.e � a '} k1.,. ii;41y ., iA aUh' 1 l �, 1' p 1�1. ALf 11 5 1 t_ ( ur �'�'Je 'YM tr.4,,f`". 1 fit. ,1� k,. L y.. 43' Q co N W CC e ° I C7 J ,� 'a g: i J i yt ry x e -- I e mh^ �'d 8 g , I m 00-1 Sk 1 sY { I 'R R tor,..-, �9". E LAS { I' ( 1 1.4 t i. I W 4: 1 d �, • I 6 N , co t tt 3 Ste. Ax W Y $ • D a m CO CD co W CC -7- '''.--1- .:- . VV. ; iL r a' Y ... . . .„, . . .. l-44�1 Q o, ..Rp,ii� Y i j 1 ���1^I Sid 1 .iT ,tl ♦— i4 .as,..„tr t �i ` N V I I . i ?� ��fib j , i tilW41 ., --.f.i,41'.11..i., ,.• ..2, ,.:,„1,-.4-,.-1,;2.;:.,: .. il., .-,1,:,,., ,-.„.-#.1.r.,:.-.• • .....-,4-crii, ,..,... :.., •±,...i..-y-.4)t.•,!... , -0 :„..,:,,,,,,•,...„,„„,..,,,;,,i,:i.,;:-..i.. ..,..,,,,,-.• : ., . ,, ,e,,,,,,.4„,,,•; ,..,,,, , ,_,.,,.. ,I, . :::„," :-..- .-:,,-. -. - .-..- "•„::-.J. :,•i •1 0,..:m,,,,,,,,:„:•.,„;:‘,„„,i,,,..,:•:, . , -,. ..„...:,,,,:-. „,„70J„4„,,,4, ,i, i,. i i .....,ar, ..".„,,.,,,..f„,„?.,:::...,,c,„,.,:„.. . .„,„ . , ,. it:..,,.., .,::::::..,...,,,•:.•.„..,:i2,:...-,-,. : ..,.i....,bit.,-„,,• .it , I, ' -k.'‘I'-- 0 I 4'iii 1 sir��1 i j ;,i 1 z �✓ } or 44' '. r x t, 't 3 „4,,....,,;" r1'� S� ,SY.1.-;4 r .. �±. t.' t }t 11'.r,f '.ro- •�. -41J'..-‘!. ....'" far # I ; i 1 O r c..) w r w r cc "+tl .. Ly ( y �. Ur , i I { cill LT_ J r x t o+ asiw i i 'r zz„„ @ 9s 1.1 i / 1____ �� & je. _ II o N a r r r 4 4 r t v 'o..Y. :S �` ft )• r, ,p � S� y S i b 101.0°' c - y.`. �i 95. Lyg [ �)) 'f'''.1 .^g rJky sv t E • bj la Y hyj'.r yj 45, ��^yy...�I er Xi R:t. i N W 2 D N. 0LLJ C7 / W OO W a. 0 .%% \ / Li UwC 0 cc < mC c 0 7 // ..z:2> Z / ¢ -J < o C O%4/ ///K - coY CO N.NNZe \19 / `t/ ?� / %%%.I /...... i \\ Ni \ // ♦ / / IN / ,�� �• V ` J // `♦ / W / / / /� w `,C ro ♦ ¢ /�"- / / / \ � � / /A.`X / \\ �Sb '� 0.7/4 N ��� FW. / / i / ' Z E f 7N i co / / `. j / / ¢ .\ W / // / Q C3 ¢ W H Cn W 3 O w rI z = 0_ w 0 O J S v) D J O 0 13 cl a Z Q f° U w 0 U I.3.1 Z Q CO C7 w CC w w U) i cn a o 1� �� ~ J w 0' — `•1 ' X w O 2 0..„,,,,,,:alki4.4.1 4 ntk 0 \ X h o b V 0 ° 0 0 W W w3 00 to Eti "� cr O w m 0 (1) J < O 0 _ O • LLI 0 CL D Y U Q CO H w cn v) D a. z o 0 a. i a r .'`I o wcn z Lti 0 0 il RECREATION THE POTENTIAL FOR WATER RECREATION IS PROVIDED BY A LONG TERM LEASE OF MILTON RESERVOIR, WHICH HAS A WATER SURFACE AREA OF APPROXIMATELY 700 ACRES AT ITS HIGH WATER LINE. IT IS OWNED BY THE FARMERS RESERVOIR AND IRRIGATION COMPANY (FRICO) . A FISH MANAGEMENT PROGRAM IS PLANNED TO HOPEFULLY IMPROVE THE QUALITY OF FISHING. FLOATING DOCKS WILL BE CONSTRUCTED NEAR THE PROPOSED RECREATION CENTER ON THE NORTH SHORE. LIMITED DREDGING WILL BE DONE IN THIS AREA TO IM- PROVE THE SHORELINE AND PROVIDE ADEQUATE WATER ACCESS DURING SEASONAL WATER LEVEL FLUCTUATIONS. THE DOCKS WILL BE FOR THE USE OF SMALL FISHING BOATS, SAIL BOATS AND WINDSURFERS. PICNIC SHELTERS AND PEDESTRIAN TRAILS WILL BE ADDED TO TAKE ADVANTAGE OF THE LAKE AMENITIES. A RECREATION CENTER, WHICH WILL BE COMPLETED DURING THE THIRD PHASE OF THE DEVELOPMENT, WILL HAVE A SWIMMING POOL AND TENNIS COURTS AS WELL AS THE STANDARD INDOOR RECREATION AND MEETING FACILITIES. APPROXIMATELY 3,000 ACRES OF LAND HAVE BEEN SET ASIDE IN THE FORM OF GREEN- BELTS AND COMMON OPEN SPACE. THIS LAND WAS SELECTED ON THE BASIS OF SEVERAL CRITERIA. 1) THE MAJOR PORTION WAS RETAINED AS OPEN SPACE BECAUSE OF ITS VISUAL VULNERABILITY AND ITS POTENTIAL USE FOR THE RESIDENT HORSE POPULATION. 2) THE GREENBELT AREA NORTH OF THE LAKE WAS SELECTED BECAUSE OF ITS NATURAL POTENTIAL FOR WILDLIFE HABITAT. 3) THE GREENBELT CORRIDORS BETWEEN HOUSING CLUSTERS ARE NECESSARY FOR EQUESTRIAN ACCESS AS WELL AS ESTABLISHING A VISUAL BUFFER. AN AMBITIOUS TREE PLANTING PROGRAM IS SCHEDULED FOR THE GREEN BELT AREAS. W l CO � —, art_ �� ` A ' ` ,_s' • 9n mO1 0 /"{ - • � CJ --------- . _. CH N ' 2 0 .4 .: 060 Lu > O rC2 C > I / •WQ i ,) . i ran, t / �� _ I i "rear i .. m......` gle / r' 1-O,.. ,' I •eye cn / `\ a s 2- i il „,,, A c_vi_i____Th___/ „.....„ X:41----- -----7"Th---\\---- _ J cc. ..... . ,.. ..... LLI I r .� \+ 1M1;i•�irrair ��i •r r ••• .ras•• u i.�••imi •t aYY� il . I '' \c/[, 1 ci 4.--- i t ,tile I W I . I / uI�IIII ' I I - " ),1 (t_ - ' ; . .1 j/V %4G PI 1 -4 / ) fl 1 ) )) 'il______7, / / t , / / / - ,II r4. '� llI III• NN Pr ,^� / 1 \ .n ji to W it C7 LL . W Q D O I fl\I 1 . i� ??/ ) v� • 4 imml l 7 UNI Z ,, ll rl % o �' -'�= + - Wo 1 , It / �1 LL A , _ J __a _1 I I I I 1 _ I H I I .-J ___t t RESIDENTIAL THE R-ESIDENTIAL PORTION OF THE PROJECT HAS BEEN PLANNED FOR THE ROLLING TER- RAIN WHERE VISUAL VULNERABILITY IS LEAST CRITICAL, AND AESTHETIC CONSIDERA- TIONS ARE BEST. THERE -ARE APPROXIMATELY -600 TRACTS OF -AN AVERAGE SIZE' OF 2 ACRES PLANNED FOR THE PROJECT. 2 ACRES WAS SELECTED BECAUSE IT WAS LARGE ENOUGH TO MAINTAIN THE RURAL ATMOSPHERE WITHOUT BEING A MAINTENANCE PROBLEM FOR THE OWNER. T-HIS SIZE WILL ALLOW 200 TO 300 -FEET OF SPACING BETWEEN HOUSES. LANDSCAPING ST-ANDARDS HAVE BEEN DEVELOPED IN ORDER TO -CREATE A HARMONIOUS APPEARANCE. NO PERMANENT FACILITIES WILL BE ALLOWED FOR STABLING HORSES ON PRIVATE PROPERTY. SEE STATEMENT 10 HOMES ARE EXPECTED TO BE IN THE $100,000 PLUS RANGE. THERE WILL BE COVENANTS REGULATING LOCATION, SIZE AND DESIGN OF ALL BUILDINGS IN ORDER TO PROVIDE COMPATIBILITY AND TO ESTABLISH REASONABLE _LEVELS OF QUALITY. ON-SITE STORAGE AND USE WILL BE CAREFULLY OUTLINED AND ENFORCED. ONE OF THE PRIMARY MOTIVES HERE IS TO ELIMINAT-E THE POSSIBILITY FOR FUTURE RESIDENCE TO APPLY FOR A NON EONFORMING USE PERMIT THROUGH THE COUNTY WHICH WOULD BE INCOMPATIBLE WITH THE RESIDENTIAL AND EQUESTRIAN CONCEPT, I.I. DOG KENNELS. IN ADDITION TO THE SINGLE FAMILY TRACTS, UP TO 100 SMALL CONDOMINIUM UNITS MAY BE INCLUDED ADJACENT TO THE EQUESTRIAN CENTER AND THE RECREATION COMPLEX IF THERE IS A DEMONSTRATED NEED. THESE UNITS, IF BUILT, WILL BE LOW RISE MAXI- MUM OF 6-PLEX DESIGN, AND WILL BE AVAILABLE ONLY TO EQUESTRIAN CENTER MEMBERS, PRIMARILY FOR THEIR CONVENIENCE, AND IN MOST CASES WOULD NOT BE THEIR PRIN- CIPAL RESIDENCE. TO SUMMARIZE, THE DEVELOPMENT CONCEPT AS PROPOSED, WILL CREATE A SYMBIOTIC RELATIONSHIP BETWEEN THE RECREATION AND RESIDENTIAL COMPONENTS WITHOUT COM- PRIMISING THE AGRICULTURAL POTENTIAL OF THE AREA. THE PEOPLE AND THE WELD COUNTY GOVERNMENT OVER THE LONG TERM WILL BENEFIT FINANCIALLY AND AESTHETICALLY. ENVIRONMENTAL ASSESSMENT THE BEEBE DRAW LAND COMPANY CONSISTS OF A WORKING RANCH OF APPROXIMATELY 5,400 ACRES OF DEEDED LAND, AND APPROXIMATELY 2,285 ACRES LEASED FROM THE FARMERS RESERVOIR AND IRRIGATION COMPANY (FRICO) WHICH INCLUDES THE SURFACE USE OF ADJACENT MILTON RESERVOIR. APPROXIMATELY 1,100 ACRES OF THE DEEDED LAND ARE PRESENTLY USED FOR AGRICULTURAL PURPOSES, INCLUDING 800 ACRES IRRIGATED OR SUBIRRIGATED. THE LAND CURRENTLY USED FOR AGRICULTURAL PURPOSES WILL REMAIN IN ITS CURRENT USE, AND THUS WILL NOT BE INCLUDED IN THE FOLLOWING ANALYSIS. THE PROPOSAL FOR BEEBE DRAW FARMS AND EQUESTRIAN CENTER (BDF & EC) INCLUDES APPROXIMATELY 4,328 ACRES, WITH APPROXIMATELY 3,000 ACRES TO BE LEFT IN OPEN SPACE AND RECREATIONAL GREENBELT WHERE THE 300 ACRE EQUESTRIAN CENTER WILL BE LOCATED. THE REMAINING ACREAGE WILL CONSIST OF RESIDENTIAL TRACTS, AND ROADWAYS. GEOLOGY THE BEEBE DRAW LAND COMPANY PROPERTY IS LOCATED IN THE WEST-CENTRAL PART OF THE DENVER BASIN. MOST OF THE PROPERTY UNDER STUDY IS UNDERLAIN BY THE UPPER CRETACEOUS LARIMIE FORMATION. THE LARIMIE FORMATION CONSISTS OF CLAYSTONE, SANDSTONE, AND MAJOR SEAMS OF COAL. THE UPPER LAYER OF THE LARIMIE FORMATION IS KNOWN TO BE ABOUT 400 FEET THICK. BEEBE DRAW, ALONG WITH BEEBE DRAW SEEP CANAL, IS ABOUT ONE-HALF TO TWO MILES WIDE AND 50-100 FEET DEEP. EVIDENCE INDICATES THE ANCESTRIAL SOUTH PLATTE RIVER FLOWED THROUGH THE VALLEY OF BEEBE DRAW. THIS IS EVIDENT FROM THE DEPOSITS OF COARSE COBBLE AND BOULDER DEPOSITS IN THE BOTTOM OF PLEISTOCENE ERA BED (OGO) . THE UPPER MANTEL OR SURFACE GEOLOGY CONSISTS OF ELOIAN DUNE SANDS. THIS DUNE SAND COVERS RECENT ALLUVIAL SEDIMENTS DISCUSSED IN THE PREVIOUS PARAGRAPH. THE DUNE SANDS RANGE FROM 20 TO 50 FEET IN THICKNESS OVER THE SITE. A GEOLOGIC HAZARD IS DEFINED IN H.B. 1401 AS "A GEOLOGIC PHENOMENON WHICH IS SO ADVERSE TO PAST, CURRENT, OR FORESEEABLE CONSTRUCTION OR LAND USE AS TO CONSTITUTE A SIGNIFICANT HAZARD TO PUBLIC HEALTH AND SAFETY OR TO PROPERTY. " SEVERAL OF THE SPECIFIC HAZARDS LISTED ARE NOT APPLICABLE TO THIS LOCATION BECAUSE OF ITS GENTLE TOPOGRAPHY. A. SEISMIC ACTIVITY - ALL OF COLORADO IS IN SEISMIC RISK ZONE 1 (MINOR DAMAGE) . THERE IS NO HISTORY OR EVIDENCE OF SEISMIC ACTIVITY IN THIS VICINITY. B. GROUND SUBSIDENCE (HYDROCOMPACTION) - GROUND SURFACE COLLAPSE CAN OCCUR IN WIND DEPOSITED SILTS AS A RESULT OF EXCESSIVE WETTING OF DRY SOILS WITH A HIGH VOID RATIO. THE EOLIAN DEPOSITS ON THE SURFACE OF THIS SITE ARE NOT EXPECTED TO POSE ANY HAZARD OF THIS NATURE. C. EXPANSIVE SOIL AND ROCK - NO CONTACT WITH EXPANSIVE SOILS OR ROCK ARE ANTICIPATED DUE TO THE THICKNESS OF THE OVERBURDEN. NO GEOLOGICAL HAZARDS EXIST THAT WOULD PRECLUDE THE USE OF THIS SITE FOR RESIDENTIAL HOME SITES. SOILS (SEE REPORT @ AND VICINITY MAP SHEET 1 OF 2) VEGETATION GENERALLY, MOST OF BDF & EC CONSISTS OF RANGELAND, EXCEPT FOR THE AREAS IMMEDIATELY SURROUNDING THE RESERVOIR. THE VEGETATION ON THE MAJORITY OF THE RANGELAND ON THE SOILS DESCRIBED ABOVE ARE NATIVE GRASSES, INCLUDING SAND BLUESTEM, SAND REEDGRASS, SWITCHGRASS, NEEDLE AND THREAD, LITTLE BLUESTEM, AND BLUE GAMMA. AS RANGE CONDITIONS DETERIORATE, THE SAND BLUESTEM, SWITCHGRASS, SAND REEDGRASS, AND LITTLE BLUESTEM DECREASE, AND SAND SAGE INCREASES. UNDESIRABLE WEEDS AND ANNUALS INVADE AS RANGE CONDITIONS BECOME POORER. WINDBREAKS AND ENVIRONMENTAL PLANTINGS ARE FAIRLY WELL TO NOT WELL SUITED TO THESE SOILS. BLOWING SAND AND LOW AVAILABLE WATER CAPACITY ARE THE PRINCIPAL HAZARDS IN ESTABLISHING TREES AND SHRUBS. THE SOIL IS SO LOOSE THAT TREES SHOULD BE PLANTED IN SHALLOW FURROWS AND VEGETATION MAINTAINED BETWEEN THE ROWS. SUPPLEMENTAL IRRIGATION IS NEEDED TO INSURE SURVIVAL. TREES THAT ARE BEST SUITED ARE ROCKY MOUNTAIN JUNIPER, EASTERN RED CEDAR, PONDEROSA PINE, SIBERIAN ELM, AND ASPENS. THE SHRUBS BEST SUITED ARE SKUNKBUSH SUMAC, LILAC AND SIBERIAN PEASHRUB. ONCE ESTABLISHED, LAWNS, SHRUBS AND TREES PLANTED IN CONJUNCTION WITH RESIDEN- TIAL DEVELOPMENT GROW WELL. THE SECOND GENERAL ECOSYSTEM AT BDF & EC IS THE FLOOD PLAIN AREA SURROUNDING MILTON RESERVOIR OF WHICH IS IN THE GREENBELT AREA. NATIVE VEGETATION HERE INCLUDES SWITCHGRASS, LITTLE BLUESTEM SAND REEDGRASS, PRAIRIE CORDGRASS, SLENDER WHEATGRASS, ALKALI SCATON, SALTGRASS, SEDGE AND RUSH. EXISTING TREES INCLUDE STANDS OF COTTONWOODS, WILLOWS AND ELM. WILDLIFE THE MAJORITY OF WILDLIFE AT BDF & EC IS FOUND IN CONJUNCTION WITH THE RESER- VOIR. DUCKS AND GEESE ARE COMMON ALONG THE RESERVOIR. FISH CONSIST PRIMARILY OF CARP. IN THE RANGELANDS CAN BE FOUND JACKRABBITS, RATTLESNAKES AND DEER. THE DEER ARE GENERALLY FOUND TRAVELLING ALONG THE DRAWS OR IN THE TREED AREA NORTH OF THE RESERVOIR, WHICH WILL BE KEPT OPEN AS GREENBELT AREAS. HYDROLOGY GROUNDWATER OCCURS IN ALL THREE GEOLOGIC FORMATIONS/DEPOSITS WHICH UNDERLIE THE BDF & EC PROPERTY, INCLUDING THE LARIMIE FORMATION, THE BEEBE DRAW ALLUVIUM, AND THE EOLIAN SAND DUNE DEPOSITS. GROUNDWATER WITHIN THE PROPERTY FLOWS GENERALLY NORTHWARD ACROSS THE PROPERTY TOWARDS THE PLATTE RIVER. LOCALLY GROUNDWATER FLOWS TOWARD THE CENTER OF BEEBE DRAW FROM BOTH THE EAST AND WEST SIDES. WATER CONTAINED IN THE ALLUVIUM WOULD BE CONSIDERED TRIBUTARY TO THE PLATTE RIVER. AS THE SLOPE MAP INDICATES, THE PROPERTY RANGES FROM VERY FLAT ACROSS THE RESERVOIR, TO GENTLY ROLLING SLOPES TO THE WEST OF THE RESERVOIR OF UP TO APPROXIMATELY 8 PERCENT. RESOURCE AREAS RESOURCES ON THE BEEBE DRAW FARMS PROPERTY CONSIST PRIMARILY OF OIL AND GAS DEPOSITS. THERE ARE 9 EXISTING WELLS IN THE DEVELOPMENT AREA AND 20 IN THE GREENBELT. THE MAJORITY, OR 85 PERCENT, ARE GAS WELLS, AND THE OTHER 15 PERCENT ARE GAS AND OIL WELLS. UP TO 21 ADDITIONAL POSSIBLE SITES HAVE BEEN IDENTIFIED FOR FUTURE WELLS ON BDF & EC, PRIMARILY GAS, MANY OF THESE ADDI- TIONAL WELL SITES IF DEVELOPED, WILL BE IN A NORTHEASTERLY PATTERN ACROSS THE REMAINING PROPERTY, AND AWAY FROM THE PROPOSED DEVELOPMENT. EXISTING RECREATION USES ON THE PROPERTY ARE IN CONJUNCTION WITH MILTON RESERVOIR, AND CONSIST PRIMARILY OF DUCK AND GOOSE HUNTING, AND WATER RECREA- TION. THE DUCK CLUB WILL CONTINUE TO LEASE THE SOUTHWESTERN BANKS OF THE RESERVOIR FROM BEEBE DRAW LAND COMPANY FOR DUCK HUNTING. SMALL MOTORBOATS UP TO 5 HORSEPOWER ARE ALLOWED ON THE RESERVOIR WITH A TOTAL PROHIBITION ON WATER SKIING. THERE IS A LIMITED AMOUNT OF FISHING, ALTHOUGH CARP IS THE DOMINANT SPECIES IN THE RESERVOIR AT THE PRESENT TIME. THE DEVELOPMENT PROPOSAL WILL INCLUDE 18 MILES OF CROSS COUNTRY HORSE RIDING TRAILS ORIGINATING IN THE EQUESTRIAN CENTER WHICH WILL OCCUPY 300 ACRES OF THE GREENBELT AREA. THERE WILL BE APPROXIMATELY 3,000 ACRES OF GREENBELT/OPEN SPACE, PLUS IMPROVED WATER RECREATION ON THE RESERVOIR FOR NON-MOTORIZED WATER SPORTS. DOCKS WILL BE BUILT FOR LIMITED BOATING USES, SUCH AS SAILBOATS, WINDSURFERS, AND 5 HORSEPOWER FISHING BOATS. THE LEASE WITH THE DUCK CLUB WILL BE CONTINUED. IN ADDITION, RECREATIONAL FACILITIES INCLUDING TENNIS COURTS AND A SWIMMING POOL ARE PLANNED TO BE CONSTRUCTED IN STAGES FOR RESI- DENTS OF BEEBE DRAW FARMS. UTILITIES AND ENGINEERING MANY OF THE REQUIREMENTS OF REGULATORY AGENCIES DEAL WITH THE VARIOUS UTILI- TIES AND SERVICES. AREAS ADDRESSED INCLUDE : AVAILABILITY, GENERAL COSTS, ACCESSIBILITY AND PHASING. ALL OF THE UTILITY COMPANIES THAT SERVICE THE PROJECT AREA HAVE BEEN CONTACTED AND ARE REPORTED BELOW. BEEBE DRAW FARMS PLANS TO DEVELOP THE APPROXIMATE 600 TRACT UNITS IN SIX PHASES WITH THE EQUESTRIAN CENTER AS PART OF THE FIRST PHASE. ALSO AS PART OF THE FIRST PHASE, THE MAJOR COLLECTOR ROAD WILL BE CONSTRUCTED TO SERVE BOTH THE FIRST FILING OF 2 ACRE RESIDENTIAL TRACTS AND THE EQUESTRIAN CENTER. UTILITIES AND SERVICES WILL BE PLANNED AND COORDINATED TO BE COMPATIBLE WITH THE PROPOSED PHASES. THE FOLLOWING IS A DISCUSSION OF OUR PROPOSED PLANS RELATIVE TO EACH UTILITY AND SERVICE. WATER THE PROPOSED DEVELOPMENT WILL BE SERVED BY THE CENTRAL WELD COUNTY WATER DISTRICT. ANY NECESSARY STORAGE AND FIRE HYDRANTS WILL BE SUPPLIED BY THE CENTRAL WELD WATER DISTRICT. INCLUDED AS ITEM 12 ARE LETTERS FROM CENTRAL WELD COUNTY WATER DISTRICT INDICATING THEIR WILLINGNESS AND ABILITY TO SERVE BEEBE DRAW FARMS. SEWER ON-SITE SEPTIC SYSTEMS FOR EACH TRACT ARE PROPOSED WITH AN ANTICIPATED AVERAGE FLOW OF 400 GALLONS PER DAY PER HOUSING UNIT. THE AVERAGE SIZE SEPTIC TANK IS ANTICIPATED TO BE 1250 GALLONS (MINIMUM IS 1000 GALLONS) . ABSORPTION AREA FOR EACH LEACH FIELD SHOULD BE APPROXIMATELY 1000 SQUARE FEET. SEE PERCOLATION TESTS AND STATEMENT FROM ARIX 13 . STREETS APPROXIMATELY 18 MILES OF INTERIOR STREETS THAT WILL SERVE THE APPROXIMATELY SIX HUNDRED RESIDENTIAL TRACTS AND THE EQUESTRIAN CENTER WILL REMAIN PRIVATE, OWNED BY THE PROPERTY OWNERS ASSOCIATION. CONSTRUCTION OF THE STREETS WILL BE GRAVEL SURFACING BUILT TO WELD COUNTY STANDARDS AND MAINTAINED BY THE PROPERTY OWNER 'S ASSOCIATION. TWO WIDTHS OF GRAVEL SURFACING ARE PROPOSED, 80 FOOT COLLECTOR ROADS AND 60 FOOT LOCAL ROADS, SEE FIGURE 22 FOR DETAILED CROSS- SECTION. FIGURE 23 SHOWS A STANDARD CUL-DE-SAC AND A ONE-WAY CUL-DE-SAC, AS APPLICABLE. WIND EROSION IS OF MAJOR CONCERN DUE TO THE SANDY NATURE OF THE OVERBURDEN. SHOULDERS OF ROADS NOT RECEIVING GRAVEL, AND BORROW DITCHES, WILL BE RESEEDED IN ACCORDANCE WITH THE UNITED STATES DEPARTMENT OF AGRICULTURE'S SOIL CONSER- VATION SERVICE. SEE EXHIBIT 10 FOR LETTER FROM THE BRIGHTON DISTRICT SOIL CONSERVATION SERVICE. DUST CONDITIONS ON MAJOR ROADS WILL BE MONITORED WHEN VEHICLE TRAVEL EXCEEDS 200 TRIPS PER DAY, AND ABATEMENT MEASURES WILL BE TAKEN AS NEEDED. USED OIL OR EMULSIFIED ASPHALT WILL BE SPRAYED ON GRAVELLED SURFACES AS REQUIRED TO CONTROL DUST AND FUGITIVE PARTICLE EMISSIONS. ALL MAINTENANCE OF ROADS AND EQUESTRIAN TRIALS WILL BE THE CONTINUED RESPONSIBILITY OF THE PROPERTY OWNER'S ASSOCIATION. SEE EXHIBIT 14 . DRAINAGE DUE TO THE HIGH PERMEABILITY OF THE EOLIAN SOILS, DETENTION PONDS ARE NOT ANTICIPATED. THE LARGE TRACTS, GRAVEL ROADS AND THE HIGH PERCENTAGE OF OPEN SPACE WILL NOT APPRECIABLY CHANGE THE STORM WATER RUNOFF CHARACTERISTICS. Q N N W CC D LL 1 cr 1 .4::,'I7 I r> w co ler D -ID O oi - U ;o (>1 w Z M �� a ca m O ~ l0 U a w W a a O salQ ° i Q ce re N r. t0 U r I - 1 � 0 Q O O U O J O w O d -t0;o o CO --i b o a, �' IN M • Tr i . N, t I f 1 I in .� 4 1 .0.1 w U) - 'Ff CC a p p c j N `� 4 O v m _ co U r co W a En 4 Cl) 3 ' 0 iw o - J p -co', NI Q c a co U & U _ L r I— $ ---- - } te ; 0 0 I w N W 03 4 J J 0 0 O o 0 ce w p oI o O = aJ cr o 1 Iu' in i 4' i ih h -coI t t __ vo N w co r ¢ o D o c7 N W 0 o I----6-----r $.74,, � W 1 b I Cr Ce --� O 0 U v N N15 j J w' 3 o z o• o O oa o in N V..- • C 0 O W —ICJ w V O O -C O co m v -o- V o cn CO c) 1 _ W O 13 1 o J N U Q Q w �cn � Cr O N C7 BORROW DITCHES ALONGSIDE THE ROADS CAN HANDLE A 10-YEAR STORM RUNOFF EXCLUDING INFILTRATION THAT WILL OCCUR. THE TYPICAL ROAD SECTIONS SHOWN ON FIGURE 22 WERE ESTIMATED TO CARRY THE 10-YEAR STORM RUNOFF. (SEE STATEMENT 13 ) ROAD INTERSECTIONS AND DRIVEWAY ENTRANCES WILL HAVE CULVERT CROSSINGS TO ALLOW PASSAGE OF RUNOFF WATER TO MINIMIZE LOCAL FLOODING. DRAINAGE EASEMENTS BE- TWEEN LOTS WHERE NECESSARY WILL BE PROVIDED. AREAS CLOSE TO MILTON RESERVOIR AND THE PLATTE VALLEY CANAL WILL HAVE REVERSE SLOPING TO PREVENT DIRECT DISCHARGE INTO THEM SO AS TO PREVENT THE DEPOSITION OF SILT AND DEBRIS IN THE RESERVOIR. MUCH OF THE RUNOFF WILL BE RELEASED THROUGH GRASSED AREAS, THUS NATURALLY MINIMIZING THE AMOUNT OF SEDIMENTATION MIGRATING TOWARD MILTON RESERVOIR. THE CRITICAL ELEVATION FOR THE PROBABLE MAXIMUM FLOOD THROUGH BEEBE DRAW APPEARS TO BE ELEVATION 4810 BASED ON U.S. G.S. DATUM. THEREFORE, NO FIRST FLOOR HOUSING ELEVATIONS WILL BE PERMITTED BELOW 4812. THESE ELEVATIONS WILL NEED TO BE FURTHER VERIFIED WITH EACH PLAT FILING, ALONG WITH OTHER INFORMA- TION DISCUSSED IN THIS SECTION. TELEPHONE MOUNTAIN BELL SERVICE WILL BE HANDLED BY ITS GREELEY ENGINEERING STAFF AND THE PHONE COMPANY PROPOSES A MAIN EXTENSION FROM THE LASALLE STATION LOCATED APPROXIMATELY SEVEN MILES FROM BEEBE DRAW FARMS. COST OF A MAIN EXTENSION AND SERVICE TO THE SUBDIVISION WILL BE BORNE INITIALLY BY THE DEVELOPER. THERE ARE SEVERAL OPTIONS AVAILABLE FOR THE INITIAL MAIN EXTENSIONS WHICH INVOLVE THE TYPE OF SERVICE (FROM 1 PARTY TO 4 PARTY LINES) . TIMING OF HOUSE CON- STRUCTION WILL HAVE TO BE A FACTOR IN THESE DECISIONS. SOURCE: SUE SKALEY, MOUNTAIN BELL, 12680 WELD CO. RD. 58, GREELEY, CO 80634 GAS GREELEY GAS CO. WILL SERVICE THIS AREA (SEE ATTACHED LETTER) . A MAIN EXTEN- SION WILL NEED TO BE CONSTRUCTED FROM WESTERN SLOPE GAS COMPANY ' S MAIN LINE WHICH IS LOCATED 3 MILES WEST OF WELD COUNTY ROAD NO. 39. SOURCE: BURL HUITT, V.P. AND MANAGER, GREELEY GAS, 1200 11TH AVENUE, GREELEY, CO 80631 ELECTRICAL ELECTRICAL POWER HAS BEEN REQUESTED OF BOTH UNION REA AND HOME LIGHT AND POWER, SINCE EACH OF THESE POWER COMPANIES SERVE PORTIONS OF BEEBE DRAW FARMS. SERVICE IS READILY AVAILABLE FROM EACH COMPANY. SEE ATTACHED LETTER SOURCES: GENE REMPLE, HOME LIGHT AND POWER, 810 9TH STREET, GREELEY, CO 80631 R. L. ARNOLD, GENERAL MANAGER, UNION REA, P.O. BOX 359, BRIGHTON, CO 80601 EASEMENTS THE WELD COUNTY REQUIREMENT THAT ALL UTILITIES BE INSTALLED UNDERGROUND WILL BE FOLLOWED, AND PROPER UTILITY EASEMENTS WILL BE PROVIDED AS REQUIRED. TRASH COLLECTION A TRASH COLLECTION CONTRACT WILL BE AWARDED BY THE PROPERTY OWNERS ASSOCIATION TO ONE OR MORE OF THE PRIVATE CONTRACTORS AVAILABLE. Yji '4 OREELEY OAS COMPANY • 4 BURL E. HUITT vice president& February 2 , 1984 manager Mr. Arthur F. Uhrich ARIX P. O. Box 2021 Greeley, CO 80632 _Re: Beebe Draw Development Dear Mr. Uhrich: The contemplated Beebe Draw Land Company Development lies within our certified service territory. However, the nearest supply of natural gas available, in an amount adequate to serve this development , is Western Slope Gas Company' s R line in County Road 33 three miles to the west. The developer would be required to advance the money for the original cost of bringing gas service to the development with provisions for refunds based on revenues over a period of five years . aIt is preferred that easements of not less than ten (10) feet be provided within the development for location of the gas lines . However, under certain conditions it is possible to use the road right-of-way. r0 As plans develop, we will be happy to work with you in working ° out the details of natural gas service to the area. 0 0 J O V } Sincerely, J W wLLL/l[/.mil CC Burl Huitt Vice President and Manager BH:ng S S v z 2 Li I) n 7 u u u 7 ern ma in LI PI I LP PI i� 1 UNION RURAL ELECTRIC ASSOCIATION, INC. P.O. Box 359 (303) 659-0551 e G Brighton, Colorado 80601 ENTERPRISE 222 April 24, 1984 Mr. Art Urich ARIX Engineering P. 0. Box 2020 Greeley, CO 80631 Dear Mr. Urich: We have reviewed the sketch plan submittal of the Beebe Draw Farms and Equestrian Center and have determined that much of the proposed development is located within the exclusive service area of Union Rural Electric Association, Inc. The purpose of this letter is to advise that Union Rural Electric Association, Inc. is ready, able and willing to provide all electric service required by the development subject to the rates, terms and conditions set forth in its electric tariff (Colorado PUC No. 2) . We will appreciate being kept informed on this matter. Yours truly, • UNION RURAL ELECTRIC ASSOCIATION, INC. R. L. Arnold, General Manager RLA:ip "A Consumer-Owned Utility Serving Five Front Range Colorado Counties" r•tie vi ;. UNION RURAL ELECTRIC ASSOCIATION, INC. �I I P.O. Box 359 (303) 659-0551 o t Brighton, Colorado 80601 ENTERPRISE 222 April 25, 1984 Mr. Art Urich ARIX engineering P.O. Box 2020 Greeley, Colorado 80631 Dear Mr. Urich: This letter is in addition to the letter of R.L. Ranold dated April 24, 1984 concerning the Beebe Draw Farms and Equestrian Center. It is my understanding that you have requested the facilities to be installed on the front lot lines. We are thus requesting that we be granted a ten (10) foot easement on all front lot lines and five (5) foot on each side of all side lot lines. Before the design can be made we will need a deposit of $2.00 per lot from the developer. If the project is completed these costs will then become a part of the contract. All of the estimated costs for the installation of facilities in the project must be paid in advance of material purchase or con- struction. These will be refunded in the amounts allowed by our Line Extension Policy. A copy of this policy is enclosed for your information. I am also enclosing sample copies of our Developers Contract for both Indeterminate Service and Street Lighting. It is possible for this to be a joint trench with Mountain Bell but both of us need to be aware that this is your request so we can obtain the necessary agreements and coordination. If it is possible at all we would like two copies of the final plat before we start the design work. Also if there is a need for three phase power any place within the development. If you have any questions please feel free to call me. Sincerely, UNION RURAL ELECTRIC ASSOCIATION, INC. . 79 Dorthy Ruggles Contract Administrator "A Consumer-Owned Utility Serving Five Front Range Colorado Counties" Invoice I 038444 CO T R S Beebe Draw Farms ( erg WL 03N 65W several Tar, :' COLORADO HISTORICAL SOCIETY The Colorado Heritage Center 1300 Broadway Denver,Colorado 80203 Date Received 3/28/84 Date Responded 3/29/84 At your request this office has conducted a search of the Colorado Inventory of Cultural Resources. The result of this file search is indicated below: ( XX] There are no documented cultural properties in the area of impact of the proposed undertaking. ( ] Information* regarding previously documented resources in these areas is attached. These resources have not been evaluated for inclusion in the National Register. However, they must be considered to be Eligible for inclusion in the National Register until a formal determination has been completed. ( ] Information* regarding cultural resources pending nomination to or on the National Register of Historic Places in the proposed project area is attached. Our files contain incomplete information for this area as the vast majority of Colorado has not been inventoried. There is the possibility that as yet unidentified Cultural Resources exist within the proposed impact area. Therefore, in the event that there is Federal involvement, we recommend that the federal agency conduct a professional survey to identify any Eligible Cultural Resources in the proposed project area. We anticipate consultation with this office regarding the Effect of the proposed project on any Eligible resource in accordance with the Advisory Council Procedures for the Preservation and Protection of Historic and Cultural Resources (36 CFR 800). Please provide this office with the results of the survey for our review of professional adequacy and compliance. Barbara Sudler State Historic Preservation Officer *Information regarding significant archaeological resources is excluded from the Freedom of Information Act. Therefore, legal locations of these resources must not be included for public distribution. Form No. 011 rev 2/83 File Search Request Results O BEEBE DRAW EQUESTRIAN CENTER THE EQUESTRIAN CENTER IS LOCATED IN THE NORTHEAST SECTION OF THE P.U.U. (SEE VICINITY MAP SHEET 2 OF 2) ON ABOUT 300 ACRES OF THE RECREATION AREA AND GREENBELT WITH EASY ACCESS TO THE 18 MILES OF TRAIL RIDES THROUGH THE REMAIN- ING 2700 ACRES OF GREENBELT. FACILITIES OFFICE BUILDING AND CLUB (NO. 1, FIGURE 7 ) LOCATED APPROXIMATELY IN THE CENTER OF ACTIVITIES ON A NEW ACCESS ROAD TO BE BUILT FROM WCR 39 ON THE WEST. THE TWO-STORY BUILDING WILL CONTAIN AN OFFICE, TOILETS, AND SHOWER FACILITIES, A CLASSROOM, A KITCHEN/CATERING AREA, A GENERAL PURPOSE ROOM AND THE EQUESTRIAN CLUB FACILITY. CLUB MEMBERSHIP, AND USE OF THE FACILITIES, WILL BE OPEN TO THOSE STABLING OR TRAINING HORSES AT THE CENTER, AND TO PROPERTY OWNERS OF BEEBE DRAW FARMS WHO HAVE HORSES, WHETHER THEY STABLE AT THE CENTER OR NOT. MEMBERSHIP WILL ALSO BE AVAILABLE TO RECOGNIZED HORSE SHOW PERSONNEL, COMPETITORS, AND VOLUNTEER HELPERS. THIS WILL RESULT IN A UNIQUE CLUB, WHOSE MEMBERSHIP WILL BE EQUESTRIAN ORIENTATED PEOPLE GENUINELY INTERESTED IN THE FACILITIES AND ITS ACTIVITIES. THERE WILL BE SCENIC VIEWS FROM THE BUILDING OF LAKE CHRISTINA, THE MILTON RESERVOIR AND THE ROCKY MOUNTAINS. INDOOR ARENA AND STABLING (NO. 2, FIGURE 17 ) THE 300 ' BY 120 ' INDOOR ARENA WILL BE LARGE ENOUGH TO PERMIT TWO RIDING CLASSES TO BE INSTRUCTED SIMULTANEOUSLY, AS WELL AS ACCOMMODATING THE VARIOUS TYPES OF EQUESTRIAN COMPETITIONS, RANGING FROM JUMPING AND DRESSAGE TO CALF 1I ■ I n ■ 11 CC W LL _8 IJi1 uJ,V ( g ro " •Ct/Pt iig � • / 11 01 1 Ile' ' cod // '� / f 1 I -O4 N ms ) I > �� CC MIME■■ • i W ❑ a JJ g cc 0 m V F 0 ❑ 31 trgg9gg Rtx // az \\ J_ ■ r I\ § / ij O # / I a O a2� __ _ 00 O P 1■ N x ■ ° C ( oa N •�\ �� x xL ■ \�_� u,• g S •n W 1 t • •I U � o E Q ♦ y • p� /ice \\ ♦♦/ ��08 ■ F- W 2 • /• • ROPING. IT CAN ALSO BE USED FOR MANY OTHER COMMUNITY AND PROPERTY OWNERS ASSOCIATION FUNCTIONS, ENTERTAINMENT AND SHOWS OF VARIOUS TYPES. ADEQUATE SPECTATOR SEATING IS PLANNED ALONG THE EAST WALL. THE FLOOR WILL BE AN ALL-WEATHER SURFACE, SUCH AS 'FIBAR ' , REQUIRING LITTLE OR NO MAINTENANCE . TOILET FACILITIES, AN OFFICE AND A VIEWING GALLERY WILL BE INCLUDED. INDOOR STABLING WILL BE CLOSE TO THE ARENA. A MINIMUM OF 40 STALLS WILL BE CONSTRUCTED IN THE FIRST STABLE BUILDING IN THE FIRST PHASE, WITH 20 12' STALLS BUILT ON EACH SIDE OF A 12' WIDE AISLE. EACH STALL WILL HAVE ACCESS TO INDIVIDUAL 12 ' X 36 ' PADDOCK OUTSIDE RUNS. TEN ADDITIONAL 12' X 12' ROOMS WILL BE BUILT OFF THE CENTRAL AISLE FOR TWO WASH-BOXES, TWO LOCKABLE TACK- ROOMS, TWO BATHROOMS, A VETERINARY ROOM, AN OFFICE, A TOOL ROOM AND A FEED ROOM. TWO SHUT-OFF GATES ARE PLANNED FOR THE INTERIOR AISLE TO ALLOW UP TO EIGHT ISOLATION STALLS. ADDITIONAL STABLE BLOCKS WILL BE BUILT IN UNITS OF APPROXIMATELY 30 STALLS IN SEPARATE BUILDINGS AS NEEDED. THE AREA WILL BE WELL LANDSCAPED WITH TREES AND GROUND COVER TO ELIMINATE DUST. THE PROJECTED PERMANENT CAPACITY OF THE CENTER BY THE 1987/8 SEASON WILL BE 200 HORSES, WITH ALL NECESSARY FACILITIES. THE EQUESTRIAN CENTER SITE COULD EVENTUALLY BE EXPANDED TO HANDLE SEVERAL TIMES AS MANY HORSES. THERE WILL BE A GRAVELED SURFACED PARKING AREA OFF OF THE ENTRANCE ROAD CAPABLE OF HANDLING ANTICIPATED VEHICLE LOADS. HORSE TRAILERS WILL HAVE SEPARATE PARKING ARIAS, WHICH WILL ACCOMMMODATE THE TRAFFIC FOR LARGER SHOWS OR CLINICS. THE PARKING AREAS WILL BE PROPERLY DRAINED TO PREVENT EROSION. OUTSIDE PASTURING PADDOCKS (NO. 3, FIGURE (1.7)) FOUR 300' X 60' PADDOCKS WILL BE LOCATED NORTHWEST OF THE ARENA AND BARN AREA (NO. 2) . THEY WILL BE FENCED SO THAT THERE IS ONE COMMON GATE TO TWO PAD- DOCKS . LEAN-TO WEATHERING SHELTERS WILL BE CONSTRUCTED TO PROVIDE COVER FOR EACH PADDOCK. HAY STORAGE (NO. 4, FIGURE 7 ) A METAL BUILDING WILL PROVIDE STORAGE FOR BEDDING, HAY AND SPECIAL FEED, AS WELL AS HOUSING FOR ALL OF THE EQUIPMENT, AND AN AREA FOR A FARRIER ' S SHOP. THIS STORAGE AREA CAN BE EXTENDED AS NEEDED. MULTI-PURPOSE OUTSIDE ARENA (NO. 5, FIGURE 17 ) THIS 300' X 150' ELLIPTICAL ARENA WILL BE LARGE ENOUGH TO ACCOMMODATE TWO TRAINING CLASSES, AND WILL ALSO INCLUDE CATTLE CHUTES FOR ROPING AND AMPLE SPACE FOR JUMPING AND DRESSAGE SHOWS. IT WILL DOUBLE AS A WARM-UP AREA. SPECTATOR SEATING IS NOT REQUIRED AT THIS LOCATION AS THE ARENA IS LOCATED IN A NATURAL AMPHITHEATER. TRAIL RIDES (SEE VICINITY MAP, SHEET 2 OF 2) THE TRAILS COMPRISE OVER 18 MILES OF VARIED RIDING CONDITIONS AND RUN THROUGH- OUT THE AREA WEST OF THE EQUESTRIAN CENTER-LINKING ALL OF THE AREAS OF BEEBE DRAW FARMS WITH THE EQUESTRIAN CENTER VIA A BRIDGE AT (6) AND A FORD AT (7) . THESE PROVIDE THE NECESSARY ENDURANCE TRAINING, AND ARE ALSO GOOD FOR THOSE RIDERS JUST WISHING TO ESCAPE THE CONFINES OF THE TRAINING RING WALLS OR THE JUMPS AND FENCES IN THE IMMEDIATE VICINITY OF THE CENTER. WITH THESE TRAIL RIDES COMPRISING AN INTEGRAL AND IMPORTANT PART OF THE BEEBE DRAW EQUESTRIAN CENTER CONCEPT, ZONING PROBLEMS FOR RECREATIONAL RIDING ENCOUNTERED IN OTHER AREAS WILL NOT BE A PROBLEM. THEY AFFORD THE LONGEST AND AMONG THE MORE SCENIC TRAIL RIDES IN COLORADO, PROVIDING NOT ONLY FUN FOR THE CASUAL RIDER, BUT PRACTICAL EXERCISE FOR BOTH HORSE AND RIDER, AND THE ESSENTIAL MILEAGE FOR ENDURANCE TRAINING. THE INTRODUCTION OF HORSES TO OBSTACLES WILL BE INCLUDED ON CERTAIN SECTIONS OF TRAILS, AND WATER-TRAINING CAN BE PERFORMED AT THE FORD (7) AND SURROUNDINGS. THE NATURAL FOOTING WILL PROVIDE SAFE , EVEN SURFACES, IDEAL FOR THE PREVENTION OF TENDON AND HOOF INJURIES OFTEN ENCOUNTERED ON OTHER TRAIL RIDE SURFACES. AN AVERAGE TRAIL RIDE IN THE STATE IS APPROXI- MATELY 11 TO 12 MILES IN LENGTH. THE GROWING POPULARITY OF THIS EXERCISE IS REFLECTED BY THE U.S. INTERIOR DEPARTMENT'S NATIONAL TRAILS SYSTEMS ' FIGURES WHICH SHOW THAT THE 102 TRAILS AVAILABLE IN 1981 HAVE BEEN INCREASED TO 450 IN 1983. CROSS COUNTRY COURSE (NOS. 10 THROUGH 12, FIGURE (f7 ) A TWO MILE COURSE HAS BEEN PLANNED WITH 17 FIXED OBSTACLES WHICH WILL COMPLI- MENT THE GREENBELT RECREATION AREA. THE VARIED COURSE WILL RUN CLOCK-WISE FROM THE START AREA (10) TO THE FIRST FENCE (11) , THEN AROUND LAKE CHRISTINA AND THE OLD HOMESTEAD, TO THE FINAL FENCE ( 12) AND BACK TO THE FINISH AREA ( 10) . THE CONTROL AREA WILL BE LOCATED ABOUT 100 YARDS EAST OF THE OFFICE BUILDING (1) AND ADJACENT TO THE START AND FINISH (10) . REINING POLES (NO. 13, FIGURE (1-7,)) REINING AND LOG SKIDDING POLES WILL BE SITED IMMEDIATELY NORTH OF THE PADDOCKS (3) , AND CONSIST OF FIXED UPRIGHT POLES PROVIDING FOR WESTERN AND DRAFT HORSE TRAINING. EARTH BANKS (NO. 14, FIGURE 17 ) LOCATED NORTHEAST OF THE REINING POLES (13) AND AROUND THE 4,800' ELEVATION, THESE ARE DESCENDING AND ASCENDING EARTH BANKS BUILT INTO THE EXISTING GRADES FOR STRENGTH TRAINING AND JUMPING PRACTICE . IN ADDITION, THIS AREA WILL CONTAIN A 12' WIDE X 150' LONG JUMPING LANE FOR GYMNASTIC WORK FOR BOTH HORSE AND RIDER, TWO CIRCULAR 35' DIAMETER ENCLOSED MENAGES FOR LUNGING AND GROUND WORK, AND AN 1/2 MILE BASIC OBSTACLE COURSE FOR CARRIAGE AND WAGON DRIVING. DRESSAGE ARENAS (NOS. 15 THROUGH 16, FIGURE (-I)) TWO IDENTICAL FULL SIZED DRESSAGE ARENAS, BOTH 60 METERS X 20 METERS, WITH JUDGES STANDS AT THE SOUTH END OF EACH. THE FOOTING WILL BE NATURAL SAND. STADIUM JUMPING COURSE (NO. 17, FIGURE (D) ONE UNFENCED 150 YARD X 150 YARD OUTSIDE STADIUM COURSE, TO BE USED IN CONJUNCTION WITH THE OUTSIDE ARENA (5) FOR SHOWS AND AS AN EXTRA TRAINING AREA. STATISTICS ON EQUESTRIAN ACTIVITIES (SEE FIGURES 19 AND g) BOARDING STABLES AND RELATED BUSINESSES WITHIN A 40 MILE RADIUS OF BEEBE DRAW, HORSE ORIENTATED BUSINESS HAVE IN CREASED 107% SINCE 1975. THE MOST NOTICEABLE GROWTH HAS BEEN IN THE FOLLOW- ING: TACK SHOPS, FARRIERS, HORSE DEALERS AND BREEDERS, RIDING ACADEMIES AND TRAINERS, AND THE LARGEST INCREASE HAS BEEN IN BOARDING STABLES WITH 109 NOW IN OPERATION. THE AVERAGE CAPACITY OF THESE EXISTING STABLES (BOTH INSIDE AND OUTSIDE) IS 28 HORSES, WITH THE BETTER FACILITIES OPERATING AT FULL CAPACITY AND WITH LONG WAITING LISTS. THE BEEBE DRAW EQUESTRIAN CENTER WILL START OPERATIONS WITH INDOOR STABLING FOR 40 HORSES AND UNLIMITED OUTSIDE BOARDING. WITH BEEBE DRAW EQUESTRIAN CENTER'S CENTRAL LOCATION IN THE FRONT RANGE HORSE COMMUNITY, IT WILL BE READILY ACCESSIBLE TO A LARGE PERCENTAGE OF HORSE OWNERS AND POTENTIAL BOARDERS. HORSE SOCIETIES AND MEMBERS THE HORSE POPULATION IN COLORADO HAS GROWN 147% IN THE PERIOD 1978 - 1982, WITH TOTAL NUMBERS NOW ESTIMATED AT 172,000. THE NUMBER OF HORSE SOCIETIES AND ASSOCIATIONS HAS ALSO GROWN ACCORDINGLY, WITH 59 (+84%) NOW THRIVING ALONG THE NORTHERN FRONT RANGE. BETWEEN 1982 AND 1983, THESE 59 SOCIETIES REPORTED AN OVERALL MEMBERSHIP INCREASE OF +18%, WITH ACTUAL MEMBERSHIP REPORTED AT 25,761. THE SOCIETIES CAN BE DIVIDED INTO FOUR MAJOR GROUPS, ALL OF WHICH SHOW STRONG MEMBERSHIP GROWTH: WESTERN RIDING (+9%) , ENGLISH RIDING (+12%) , YOUTH AND 4H (+17%) AND SPECIALITY BREEDS (+9%) . ALL OF THE GROUPS ARE BENEFITING FROM NEW SUPPORTERS AND RIDERS WHO ARE COMING INTO THE AREA AT A STEADY RATE. HORSE SHOWS WITHIN A 40 MILE RADIUS OF THE BEEBE DRAW EQUESTRIAN CENTER HORSE SHOWS HAVE INCREASED FROM 234 IN 1981 TO 280 IN 1983 (+19%) . THE AVERAGE COMPETITOR AT A WESTERN SHOW NOW TRAVELS A ROUND TRIP OF 108 MILES PER SHOW, WHILE ENGLISH SHOW COUNTERPARTS TRAVEL AN AVERAGE OF 260 MILES FOR ROUND TRIP. CURRENT ACTIVE COMPETITORS ON THE FRONT RANGE ( IN 1983) , HOWEVER, LIVED ONLY AN AVERAGE OF 110 ROUND TRIP MILES FROM BEEBE DRAW. AN AVERAGE WESTERN SHOW ATTRACTS 83 ENTRANTS ON THE NORTHERN FRONT RANGE, WHILE AN AVERAGE ENGLISH SHOW DRAWS 95 COMPETITORS. CONCLUSION THE RAPID GROWTH OF ALL EQUESTRIAN ACTIVITIES AND OF ACTUAL HORSEMEN SHOW THAT THE FRONT RANGE IS BECOMING ONE OF THE MAJOR HORSE AREAS IN THE COUNTRY. A PROPOSED MULTI-MILLION DOLLAR C.S.U. EQUINE TEACHING FACILITY IS REPORTED TO BE STARTING AT FORT COLLINS IN THE NEAR FUTURE, WITH THE REASSURING KNOWLEDGE THAT THIS AREA IS NOW RECOGNIZED LOCALLY, REGIONALLY AND NATIONALLY AS A NEW IMPORTANT U.S. HORSE CENTER. THE DAY TO DAY OPERATION AND MANAGEMENT OF THE BEEBE DRAW EQUESTRIAN CENTER WILL BE HANDLED INITIALLY BY THE SUCCESSFUL ORGANIZATION CURRENTLY RUNNING THE TROUT CREEK EQUESTRIAN CENTER AT FAIRPLAY, COLORADO, PRESENTLY AFFILIATED WITH BEEBE DRAW. THIS CENTER HAS RECEIVED RECOGNITION OVER THE PAST THREE YEARS FROM INTERNATIONAL AND OLYMPIC RIDERS AND OFFICIALS FROM VARIOUS U.S.A. , MEXICAN AND EUROPEAN SOCIETIES. IT HAS BEEN INFLUENTIAL IN HELPING TO CREATE A NEW "DEFINED AREA" WITHIN THE UNITED STATES COMBINED TRAINING ORGANIZATION, WITH THIS NEW "AREA" BEING CENTERED ON THE FRONT RANGE AND SPREADING OUT TO FIVE NEIGHBORING STATES. THE ADVANCED PLANNING REQUIRED BY INTERNATIONAL ASSOCIATIONS REQUIRES THAT HORSE SHOW DATES BE RESERVED AS MUCH AS THREE OR FOUR YEARS AHEAD. TROUT CREEK EQUESTRIAN CENTER CURRENTLY MEETS ALL OF THE STRINGENT REQUIREMENTS NECESSARY TO HAVE EVENTS BOOKED AND IS LISTED AS THE HOSTS OF THE USCTA AREA IX PRELIMINARY AND TRAINING CHAMPION- SHIPS IN 1986. IF THE BEEBE DRAW EQUESTRIAN COURSE IS COMPLETED IN 1985 THESE DATES WILL BE SHIFTED TO BEEBE DRAW. FURTHER RECOGNITION OF THE AREA WAS RECEIVED FROM THE USCTA WHEN THEY HELD THEIR ANNUAL CONVENTION IN COLORADO THIS PAST JANUARY, MARKING THE FIRST TIME IN ITS 15 YEAR HISTORY THAT IT MOVED FROM THE EAST COAST. THERE IS A STRONG NEED FOR A FIRST CLASS COMPLETE HORSE OPERATION IN WELD COUNTY. WITH ITS' IDEAL CONDITIONS IN TERMS OF ALTITUDE, TERRAIN, CLIMATE AND NEARBY HORSE PEOPLE, A MAJOR PROJECT LIKE THE PLANNED BEEBE DRAW EQUESTRIAN CENTER COULD BECOME ONE OF THE FINEST AND MOST COMPLETE FACILITIES IN THE UNITED STATES. 00 W m D • C 1. r � e Z �\� O v" S // J CC v I_ 1)=J e:: F— ! CC CO F W N I— •f \ 1' � _ CC I— N MI It CD o C J wW !a N- p t!1 Q Z 0 F O w — y ¢ < — N a m Z r �- C. —' D mR o r- ao LL O a Q r v F 0 w I- O I- Z o ? ¢ J Z EL) — ¢ z h I III 6 O ¢ w O a J ¢ W O O m O U J U CC co O 8 OD S ¢ 3 14 t I. CC ea CI la giC J W a, J 1 ` = r- W J W 6 se Uy J W8 Z cl - kC " J ; cn°e ._ O T O C0 • O c f W 4 C • giia Q H C W S O I N O H N S 1 < p c ZF<rn M• co d in h • wd • U, CV J Q 1 H O W C ICI N • t W H J / h_ • I Z' cea •—•m O. !W 91 °o J W • N O O • tiiO O J O W y O O Lt® C O {C 'E O t0 O J W 2G J !W' OZ 6 _ O m !W 4Z —z N r"- 'in 0 Y cc V3HV 1S380g 7VNOIIVN-___52 SN/V1NnOW ANOOH l W se 0 N W CC D O LI e o 0 O 0 e o O) 0) r- 0) 04 20 o V r + + + + + + + N O) C) CO c0 0 7 0 CO W W 7 0 C) V) 07 0 0 CO O too OC0 CAr- O N- 0) to CA (O CD a) W O) OC0r ‘1' CD r c0 to tO CO tO CV V N- N- N N r N r (O O � (O (o CO CO r N UO CA NN (ON- (OM NCO NCO NM NC) NM r M ZT �3 � co CV CO CO 00 CO N C7 CO 00 CO CO CO co c0 - t` co O) 0) CDC) Q) 0 CAC) CD CD (A(b CA 0) CC Cn O O < CA 0) r r r r r r r r r r r r W — CCr r cal O w cO 0 W Z 2 2 W W Q (nCO W J W WZO O H OH = H CO W co --I CO c W J J W D LU W H M O O Q } w FC F— J J 'I) c a HO a 0 CS W H (n w CO a H CC Cr CI W m n- O Q O O u OW Q CO to 0 ¢W a O Q 2 Wp W � 0 O N Cl, am CO CC CO Q c O •_• _ >lil H a > y m O • < < O O STATEMENT AS TO CONFORMANCE WITH THE WELD COUNTY COMPREHENSIVE ELAN, AND BEEBE DRAW FARMS' COMPATABILITY WIT-H EXISTING AND FUTURE USES. THIS APPLICATION IS FOR PUD ZONING INVOLVING SEVERAL COMPATIBLE AND MUTUALLY SUPPORTING USES ON APPROXIMATELY 4300 ACRES. THE INITIAL USE AND ONE OF THE PRINCIPAL REASONS FOR THE DEVELOPMENT IS FOR A COMPLETE EQUESTRIAN CENTER AND TRAINING FACILITY FOR ALL TYPES OF EQUINE USES, INCLUDING A CROSS COUNTRY COURSE AND APPROXIMATELY 18 MILES OF RIDING TRAILS. THEIJEVELOPERS SPENT ALMOST TWO YEARS IN 1978 AND 13979 IN SEARCHING FOR A SUITABLE RANCH FOR THIS PROPOSED EQUESTRIAN ORIENTED DEVELOPMENT, WITH ASSISTANCE FROM NORTRUST FARM MANAGEMENT AND FROM SEVER-AL FARM AND RANCH REALTORS. WE HAD REVIEWED THE WELD COUNTY COMPREHENSIVE IAN AT THE TIME OUR PURCHASE AND BELIEVE THAT THIS PROPOSAL IS CONSISTENT WITH THE INT-ENT OF THE WELD COUNTY COMPREHENSIVE PLAN FOR THE MANY REASONS LISTED -BELOW. 1. PRESERVATION OF VALUABLE AGRICULTURAL LAND IS LISTED THROUGHOUT THE PLAN AS THE NUMBS-R ONE CONSIDERATION (PAGES 1, 18, 19, 20, 21, 25, 27) . THE DEVELOPER WILL STILL OWN CONSIDERABLE AGRICULTURAL LAND ADJACENT TO THE PUD THAT WE ARE NOW FARMING AND WILL CONTINUE TO FARM. THE LAND INCLUDED IN THE PROPOSED PUD IS NOT SUITABLE FOR FARMING. IF THE AREA REQUIRED FOR A PROJECT OF THIS SIZE AND NATURE WAS LOCATED ADJACENT TO ANY NEARBY CITY, IT WOULD REQUIRE THE REMOVAL OF CONSIDERABLE PRIME AGRICULTURAL LAND FROM PRODUCTION SINCE MOST OF THE SMALL CITIES IN THE AREA ARE LOCATED IN THE CENTER OF THE BEST FARM LAND. 2. THE EQUESTRIAN CENTER, WHICH IS THE ESSENTIAL AND MAJOR PROPOSED USE OF THIS PROPERTY, WILL CERTAINLY BE COMPATIBLE WITH THE SURROUNDING AGRICUL- TURAL AREA, BUT WOULD BE TOT-ALLY INCOMPATIBLE WITH CITY OR MUNICIPAL USES, AND WOULD BE PROHIBITED BY CITY ZONING ORDINANCES. THE NECESSARY EXPANDED USE OF OPEN SPACE TO CREATE THE REQUIRED ENVIRONMENT FOR THIS CONCEPT WOULD NOT BE FEASIBLE WITHIN ANY CITY 'S FUTURE DEVELOPMENT AREA AS IT WOULD CONSUME AND ELIMINATE TOO MUCH OF THE AREA THAT MIGHT BE AVAILABLE FOR TYPICAL FUTURE URBAN EXPANSION. THE PROJECT WILL BE COMPATIBLE WITH THE SURROUNDING PROPERTY AND WILL BE BUFFERED ON ALL SIDES BY GREEN BELT. NO RESIDENTIAL TRACTS WILL FRONT ON COUNTY ROADS. NO EXISTING HOUSES WILL BE WITHIN 2,000 FEET OF ANY RESIDENTIAL TRACT. 3. QUOTING FROM THE PLAN, THIS LOW DENSITY DEVELOPMENT FITS THE DEFINITION OF "A BALANCED AND ATTRACTIVE ENVIRONMENT" (PAGE VI) FOR PRESENT AND FUTURE RESIDENTS OF WELD COUNTY" (PAGE VII) . "IT IS A PROUD STATEMENT OF AND HOW WE WANT TO LIVE." "IN SHORT, IT IS A GUIDEWAY FOR FUTURE ACTIVI- TIES AND CHANGES WHICH ARE CERTAINLY TO COME." 4. ON PAGE IX, THE PLAN DESCRIBES A LOGIC OF LAND USE AND FUTURE DEVELOPMENT WHICH PROVIDES THE CITIZENS OF THE COUNTY (PRESENT AND FUTURE) WITH A BALANCED AND ATTRACTIVE ENVIRONMENT. THE PROPOSED PLAN FOR THE BEEBE DRAW FARMS AND EQUESTRIAN CENTER CERTAINLY ACCOMPLISHES THIS GOAL THROUGH ITS 18 MILES OF EQUESTRIAN TRAILS, THE UNIQUE WATER RECREATION POTENTIAL, AND THE APPROXIMATELY 3000 ACRES OF COMMON GREEN BELT AND RECREATION AREAS. 5. THIS IS A UNIQUE COMBINATION OF AGRICULTURALLY ORIENTED EQUESTRIAN AND LOW DENSITY RESIDENTIAL USE WHICH NEEDS A LARGE RURAL AREA, BUT ONE WHICH WOULD NOT INTERFERE WITH PRESENT SURROUNDING AGRICULTURAL USES AND ZONING AND WHICH WOULD NOT REMOVE ANY PRODUCTIVE LAND FROM AGRICULTURAL USE. 6. THE NATURAL RESOURCE OF MILTON RESERVOIR CONSISTING OF AN ADDITIONAL 2000+ ACRES OF RECREATION AREA (FOR A COMBINED PROJECT TOTAL OF APPROXIMATELY 5000 ACRES OF OPEN SPACE AND RECREATION) IS ONE OF THE IMPORTANT FEATURES OF THE "QUALITY OF LIFE" ASPECT OF THIS PROPOSAL, AND IT OBVIOUSLY WAS NOT POSSIBLE TO FIND SUCH A RESOURCE -IN OR ADJACENT TO ANY EXISTING MUNICI- PALITY. 7. IT IS NOT NECESSARY FOR THIS PROJECT TO BE CONNECTED TO A MUNICIPALITY BECAUSE ADEQUATE UTILITIES AND SERVICES ARE PRESENTLY AVAILABLE TO THE PROPERTY. THUS, THERE IS NO NEED FOR THE CREATION OF ANY NEW DISTRICTS OR UTILITIES AND THERE WOULD NOT BE ANY COSTS OF "URBANIZATION OF THE FACILI- TIES" (AS QUESTIONED BY THE PLANNING STAFF REVIEW) . IN FACT, BY INCREAS- ING THE TAX-PAYING AND RATE PAYING BASE FOR THESE EXISTING UTILITIES AND SERVICES, BOTH THE UTILITY COMPANIES AND THEIR CUSTOMERS BENEFIT BY REDUCED UNIT COST OF SERVICES. 8. IT IS THE OPINION OF THE WELD COUNTY CHAMBER OF COMMERCE AND THE E.D.A.B. THAT THE EQUESTRIAN CENTER AND ITS RELATED ACTIVITIES WILL BE A DEFINITE CULTURAL AND ECONOMIC BENEFIT TO WELD COUNTY. FOR THE CENTER TO BE FEASIBLE, IT REQUIRES THE FINANCIAL SUPPORT WHICH WILL BE PROVIDED BY THE ACCOMPANYING RESIDENTIAL DEVELOPMENT. THERE IS A STRONG DEMONSTRATED DESIRE AND NEED FOR THIS TYPE OF FACILITY IN WELD COUNTY. THE TIMING OF OUR PLANS HAS BEEN ACCELERATED BY ALMOST TWO YEARS BECAUSE OF THE DECISION TO MOVE THE TROUT CREEK EQUESTRIAN CENTER TO BEEBE DRAW FARMS IN TIME TO HOLD THE 1986 COMBINED TRAINING REGIONAL (5-STATE) _CHAMPIONSHIPS AT BEEBE DRAW. 9. WHILE A PORTION OF THE DEVELOPMENT IS RESIDENTIAL AS OPPOSED TO AGRICUL- TURAL, IT IS NOT URBAN. IT IS VERY LOW DENSITY (A MAXIMUM OF 600 UNITS ON AN AREA OF OVER 4300 ACRES, OR ROUGHLY ONE UNIT PER 7 ACRES) . THUS, LESS THAN 35% OF THE LAND WILL EVENTUALLY BE USED, OVER AN ESTIMATED 15 YEARS, FUR RESIDENTIAL TRACTS. IT IS NOT ONLY DESIRABLE BUT NECESSARY THAT THE ENTIRE DEVELOPMENT MAINTAIN A RURAL ATMOSPHERE AND QUALITY OF LIFE . THIS WILL NOT APPEAL TO THE USUAL "SUBURBANITE (WHO) LOVES THE COUNTRY, BUT HATES THE DUST." THERE IS NO DESIRE FOR THIS TO BECOME A TYPICAL URBAN SUBDIVISION, AND WE DO NOT BELIEVE THAT THE DEVELOPMENT SHOULD BE CLASSI- FIED AS SUCH. BY ITS VERY NATURE AND REQUIREMENTS, IT CANNOT "BE COMPACT" (PER DEPARTMENT LETTER OF JULY 30) , NOR IS IT GOING TO BE POSSIBLE FUR THE "SUBDIVIDER TAKING HIS PROFIT AND LEAVING THE LONG-TERM PROBLEMS TO THOSE REMAINING BEHIND WHILE HE PROCURES NEW AREAS TO DEVELOP NEW PROBLEMS FOR STILL OTHERS TO RESOLVE AND PAY FOR." THIS EQUESTRIAN ORIENTED COMMUNITY WITH ITS EQUESTRIAN CENTER AND OTHER RECREATIONAL FACILITIES WILL REMAIN PERMANENTLY RESPONSIBLE FUR ITS OWN WELL BEING AND OPERATIONS WHICH WILL NOT BE ANY LONG-RANGE BURDEN ON THE COUNTY. THE DEVELOPER WILL STILL HAVE TO REMAIN INVOLVED AND WILL ALSO CONTINUE TO OPERATE ITS VALUABLE ADJACENT FARM LAND. 10. FROM PAGE 48, "THE EXPANSION AND DEVELOPMENT OF AGRICULTURALLY ORIENTED INDUSTRY WILL BE ENCOURAGED, PROVIDED THESE ENTERPRISES DO NOT ADVERSELY AFFECT THE TOTAL ECONOMY OR ENVIRONMENT. " WE ATTEMPTED TO ADDRESS THE FISCAL IMPACT OF THIS PROPOSED EQUESTRIAN CENTER AND RELATED DEVELOPMENT IN OUR SKETCH PLAN SUBMITTAL AND FURTHER SUPPLEMENT THIS INFORMATION IN THE ACCOMPANYING FISCAL IMPACT STDY. (SEE (D ) THE PROJECT WILL BE PHASED AS INDICATED IN THE SUBMITTAL SO THAT THERE WILL NOT BE AN IMMEDIATE IMPACT OF ANY SIGNIFICANCE, BUT A VERY GRADUAL INCREASE IN BOTH REVENUE GENERATING POPULATION AND THE SERVICES THAT MAY BE REQUIRED. THE RATE OF GROWTH WILL BE CONTROLLED BY THE COUNTY THROUGH THE LIMITATION OF BUILDING PERMITS WHICH IS A PART OF THE PHASING PLANS. THE SECOND BASIC PREMISE OF THE COMPREHENSIVE PLAN (PAGE 20) IS "THAT PRESSURE FOR URBANIZATION MUST BE RECOGNIZED SO THAT GROWTH WHICH OCCURS IS DIRECTED AND CONTROLLED, MINIMIZING ANY NEGATIVE IMPACTS." WE AGREE WITH THE STATEMENT FROM THE PLAN THAT "WHEN AND WHERE URBAN-TYPE RESIDENTS (WE ASSUME AS COMPARED TO FARMERS) ARE ALLOWED TO LOCATE IN A RURAL AREA, THEY SHOULD BE REQUIRED TO EITHER ACCEPT THE RURAL-TYPE ENVIRONMENT AS THE STANDARD OF LIFE OR PAY COMPLETELY AND WITHOUT HELP FROM THE TRUE RURAL RESIDENTS FOR INCREASED URBAN-TYPE SERVICES." WE HAVE BEEN IN CONTACT WITH THE REFERRAL AGENCIES AND DO NOT FIND MANY REAL COST BURDENS THAT WOULD EFFECT THE COUNTY RESIDENTS. THE ACCOMPANYING FISCAL IMPACT STUDY SHOWS THAT BEEBE DRAW FARMS WILL PAY ITS OWN WAY, AND WILL NOT GENERATE ADDITIONAL COSTS TO THE TAXPAYERS OF WELD COUNTY. A COMBINATION OF THE DEVELOPMENT ACTUALLY PROVIDING SOME OF THE NECESSARY ADDITIONAL SERVICES THROUGH THE PROPERTY OWNERS ASSOCIATION AND OF MAKING ADEQUATE PROVISIONS TO CONTRIBUTE TO ANY REQUIRED FUTURE COUNTY NET COSTS THAT WOULD BE FAIRLY ATTRIBUTABLE TO THIS PROJECT SHOULD BE ABLE TO BE WORKED OUT BETWEEN THE DEVELOPER AND THE COUNTY. WHEN WE BOUGHT THE PROPERTY IN 1979, THE MAIN ACCESS ROADS (39 AND 32) WERE PAVED, AND WOULD HAVE BEEN ADEQUATE FOR THE TRAFFIC AND LOADING OF OUR PROPOSED DEVELOPMENT FOR MANY YEARS. THEY HAVE RECENTLY BEEN PLOWED UP BY THE COUNTY AND CONVERTED TO GRAVEL ROADS BECAUSE OF THE UNCONTROLLED PETROLEUM COMPANY TRAFFIC THAT HAS BEEN DOING ENORMOUS DAMAGE TO THE ROADS. WE BELIEVE WE HAVE ACTUALLY BEEN HARMED BY THIS ACTION, IN THAT THE COMBINATION OF UNCONTROLLED TRAFFIC AND THE COUNTY 'S RESPONSE TO DEALING WITH IT HAS DEPRIVED US OF SUITABLE ACCESS . WE ARE, HOWEVER, WILLING TO WORK WITH THE COUNTY TO REMEDY THIS PROBLEM. PETROLEUM COMPANIES, OTHER COUNTY USERS, VISITORS TO THE EQUESTRIAN CENTER (WHO WILL PROVIDE SUBSTANTIAL FINANCIAL BENEFITS TO THE COUNTY ECONOMY), AS WELL AS THE BEEBE DRAW FARMS DEVELOPMENT, SHOULD BE CONSIDERED BY THE COUNTY IN ANY FUTURE ALLOCATIONS OF COSTS VERSUS BENEFITS RECEIVED. ROSALL REMMEN CARES ROSALLREMMENANDCARES INC '426 PEARI. STREET MALL PLANNING URBAN DES'9N AN7 los 3kCH ,OULDEP COLORADO 90302 J03;449-6553 BEEBE DRAW FARMS AND EQUESTRIAN CENTER FISCAL IMPACT STUDY This section will summarize the results of the Beebe Draw Farms and Equestrian Center fiscal impact study. Interviews were conducted with representatives from some of the key jurisdictions including Dan Warden from the Weld County Finance Department, Rick _Di1l of the Sheriff'-s Department, Drew Sheltinga, Weld County -Engineer, Dave Seiler of the RE-1 School District, and Gary Sandau, La Salle Fire Protection District. These interviews were used as a basis for estimating reasonable costs which might occur as a result of the -development of Beebe Draw -Farms and Equestrian Center, as well as to identify any particular capacity problems. The primary method used for this analysis was the per capita multiplier method, where per capita costs are determined for each of the relevant County departmental budgets, then multiplied each year by the number of people expected to reside at Beebe Draw Farms to arrive at a total estimate of costs. Revenues are lased on projected assessed valuation for the number and phasing of new units at Beebe Draw Farms and Equestrian Center and the current mil levies. An important assumption is -that Beebe Draw Farms will be phased over a minimum of a 12-year buildout, thus both costs and revenues will accrue incrementally. Approach to Calculating General Costs to Weld County In order to assess the economic impacts to the general Weld County Budget, a detailed approach was identified and agreed upon with the assistance of Don Warden; Director of Finance. All expenditures in the Weld county General Fund Budget were analyzed to determine how they should -be calculated; some budget items are applicable to the total Weld County population, and were divided by the total county population to arrive at a per capita cost; other budget items, such as the sheriff's department, are partly applicable to the unincorporated portion of the county, and a portion of that budget was divided by the unincorporated county population to arrive at a per capita cost. The treasurer and assessor's budget were based on a total county-wide assessed valuation figure. In addition, with agreement from the Director of Finance, we made the assumption that due to the nature of Beebe Draw Farms, and the cost of homes, there would be no associated costs to Weld County for indigent care. In calculating the costs, therefore, we did not include any categories which deal exclusively with indigent care, such as juvenile diversion, correctional administration, community corrections, delinquents, and others. -1- ROSALL REMMEN CARES PLANNING URBAN UrSIGN AND GLUL AUCH According to the Director of Finance, some budget items represent departments which charge fees for services and are considered to be self supporting. These categories, including the clerk and recorder, ambulance service, public service — DUI, and building inspection, were, therefore, not considered in the overall calculation of costs to Weld County. Several budget items were considered to represent fixed costs, which would not increase as a result Beebe Draw Farms, such as maintenance of building and plant, accounting, purchasing, personnel, communications — PBX, capital outlay, office of emergency management, exhibition building, missile site, and county fair. And finally, some general fund budget items were found to be irrelevant, primarily because they serve only agricultural uses, such as predatory animal control, and pest and weed control, and were not considered in the calculations. What are the General Costs and Revenues to Weld County? Table 1, attached, calculates both the general costs and general revenues to Weld County as a result of the phased development of BDF & EC. As the table shows, buildout is projected to occur over a minimum twelve year period, with revenues lagging one year behind costs. Based on agreement with Weld County, Beebe Draw Farms will be limited to 50 building permits per year throughout the buildout. Because 50 units per year is the maximum buildout, we have used 50 units per year for the fiscal impact model. To calculate the population generated at Beebe Draw Farms, a multiplier of 3.1 for single family houses was used, and a multiplier of 2.15 for condominium units. Population will accrue incrementally over a twelve year period as houses are completed, with a total population at buildout of 2075 persons. In Table 1, Row 7 projects the increased population for Beebe Draw each year during the buildout period, and becomes the key multiplier to determine total costs resutling from the development of Beebe Draw Farms. Revenues were based on projected assessed valuation and current mil levies. The assessed valuation was based on an average current market value of approximately $130,000 for single family houses and $80,000 for condominiums. In addition, an average current market value of $25,000 for unsold but platted lots was included for each lot at the time of filing. The Sheriff's Department -shows the largest cost of any single budget item in the General Fund, or $56,885 in the 13th year, when the population reaches 2075 (see Line 43) . This amount is the equivalent of 2.5 additional patrolmen, which should be adequate to meet the needs of sheriff protection at Beebe Draw Farms in future years. —2— ROSALL REMMEN CARES PL.NNIN( ,,N A _; nF Lines 102 and 104 on the attached Table 1 present some information on revenues generated through the road and bridge mil levy as well as the per capita revenue sharing funds for roads. And Line 109 gives the theoretical per capita costs for the County Engineer's budget based on only unincorporated Weld County residents. Findings Row 92 shows the yearly costs, starting in the second year, when there is population residing at Beebe Draw Farms, for each year, and Row 93 shows the yearly revenues which begin in the third year. Costs to the Weld County General Fund reach a total of $82,846 in the 14th year, while revenues generated into the General Fund by the development will total $118,834 in the 14th year, resulting in an annual surplus to Weld County of $35,988. A slight deficit will result in the 2nd year because the tax revenues are lagging one year behind construction and occupancy of units, but the deficit disappears by the 3rd year. Line 100 shows the bottom line cumulative dollar impact to the Weld County general fund each year throughout buildout. These findings reinforce the conclusion that the development of Beebe Draw Farms will not result in additional costs to Weld County; on the contrary, it is providing additional tax revenues. Of the basic services normally provided residential developnment, Weld County is providing police protection. Fire protection is provided by a separate entity and has its own mil levy; water and sewer service are being provided by the developer and paid for by the homeowner; roads will need to upgraded and possibly paved sometime in the future, but these costs will be negotiated between the County and the developer, and will be equitably assessed prior to development. For these reasons described above, it is understandable that the development of Beebe Draw Farms will not cause undue or unfair costs to Weld County, or to the taxpayers; it will, in fact provide additional tax revenues in the future. Re-1 School District The RE-1 school district encompasses Platteville, Gilcrest, La Salle, and the surrounding rural areas. There are approximately 1,709 students currently enrolled by the following breakdowns: K - 5: 49% Middle School: 25% High School: 26% The schools which would serve Beebe Draw Farms development include Platteville Elementary and Middle School, and Gilgrast High School. There is -3- ROSALL REMMEN CARES approximately a 50 student excess capacity in both the elementary and middle schools, and a 75 excess student capacity in the high school. According to Dave Seiler, the budget is in good shape, with half of the capital reserve budget unallocated. The RE-1 budget is as follows: Operating: $4,818,000 Debt Service: 340,000 Capital Reserve: 710,000 $5,868,000 A multiplier of 1.1 children per single family household was used to calculate the number of children generated by the development over a twelve year period in conjunction with the housing buildout, and is found on Line 8 on attached Table 1. At buildout this could represent a maximum 683 children. In the early years of development of Beebe Draw Farms, the existing schools can probably adequately handle the increased number of children. The district is currently experiencing growth and will probably be creating additional classroom space at all levels within the next 5 years. Growth resulting from Beebe Draw Farms will add to already existing growth pressures within the district. Revenues to the district will increase as a result of the increased numbers of students from Beebe Draw Farms. Costs to the district will result from increased busing needs as well as the demand for additional classroom space and new teachers. Fire District A discussion with Gary Sandau, Fire Chief, indicated that his main concern with providing fire service to Beebe Draw was one of response time. The La Salle Fire District encompasses 180 square miles, services a population of approximately 5,000, and has one paid employee, the fire chief, and approximately 30 to 32 volunteer firemen throughout the district. There are several volunteers currently residing near Beebe Draw Farms. The District has 3 pumpers, one 5,000 gallon tanker, one light rescue truck, and one 4 wheel drive rescue/grass fire truck. In order to address the response time problem, the Fire Chief suggested establishing a substation at Beebe Draw Farms which could provide immediate coverage until the primary coverage by the La Salle District arrives. In addition, the Platteville fire district could provide secondary coverage if needed. The substation would have a rescue truck, and for long term fire protection it should have a pumper truck. Additional volunteer firemen should come from Beebe Draw Farms. The developer proposes to dedicate land —4— ROSALL REMMEN CARES PLANNING. IL RGAN DESIGN AND RESEARCH to the La Salle Fire District for a substation, and will provide and maintain a pumper truck. Total revenues to the La Salle Fire District generated from property taxes would equal approximately $33,000 the 12th year. Also to be included with revenues would be the cost of the land dedicated for the fire station, and the cost of purchase and maintenance of the pumper truck, which would be provided by the developer. Costs to the fire district would include the construction of a substation, and the purchase of other necessary equipment for the substation, as needed, such as a rescue truck. -5- 4 03 0.- •4• 0- 0 0 0 0 0 0 ^ OMO O O 4 M -O -o IT o M WI -0 O -0 IN. O -0 0- M N O M -G Cr- CC N CO M N. CO -0 -+O N O- q d- W M 00 I.7 -0 O M M NJ N! CO 2 N. 4-4.-. N M M N 4* 4* N W M N d -.. N O in 4, O O O g pp O in M O O CO M .0 h M Y-] 44 W •-4 0- IA 0 w 0 in -0 h CO O -0 1A N 4 Cr. M N O M CO CC N -0 h O -0 -0 M -0 -O 4* O- m M_ Cr V H --. M N7 O M M M Cl 03 Cl .-+ N In 44 4* N 4* N 2 M N N 44-4 N Lai IC -. S 44 W N CC c-i -0 0 0 0 0 0 0 O- -0 O in Cl 0- V. V. 0- N M N -0 4 444 O• IA In -. 0- In in 0• N N N O o- H M h Ci N N. M 0- J 0•. U7 In 02 -0 h M O- N 02 M M N I17 -0 .. Q N 0- A N r• M 4 M M 4 4 0 M N N N 4* O N -. in O O O O O O N CO 0 C. -0 in — in M O 02 OO -. 0- in A -. CO IA O N .O O IC) F7 4 4 Cl -0 N 4 M A 0- IA IA N. I�1 N. I!7 M 4_M O O N N 4 N. ^ ^ -Os 0 a N PA Cr. M M M 4 M -0 N 4 44 .-. N 0- N O 4 O O O A O O -0 .-. O 47 0• 44 CO 0- 4 0- 03 O N ... On In In «. h IA LA 4 .-. LA h -0 C- 4 O LA O O 4 N 4 0- 4 IA -In . h N. -.0 NA 00 h h 4 O. N .4 ... -. N N. O .N.. m 04- N N N .. M 4*CA M k M 00 N N P M 0 0 0 0 0 0 0h 4 A 0 143 h -0 .0 P+ In 4. -C 44 M Cr. IA O •••• -0 -0-. LA O IA M O O O In O. N7 0- 4 4 PA 4 N CO O O N LV 4 NJ 44 IA O O .-. .-. In 40 h4. O N N N N -0 -. N N N N 4* N 4 4 N -. N 00 N 00 N D O A O A O M h O In N.. M M MI N .0 In 4 4 0 Lfl 00- In in -"• 11-I IA M 0- M N 00 N 03 -0 Oh. .N. 03 •-. 4 4 117 4-4 -+ O 4* N CO 4 4- 4 M 4* N M N 4* N 4* N Z H CC 4* O h O O O A C] O -0 0- O O O- 0 0 tlO CO N ..-• in 4 O` in O .+ 4 in q «. M A If? N. Cl h h O h -. 4 -0 W 0- M M O M M CI 4 h 0 CM CO h 4 0- -0 03 07 w 4-4 - - .- .. - «q W CO -0 4 4-4 40 •M-. M COOho N 4* N 4* h N N N 3- -0 1:0 4* O -0 O O O O O O A O N A ICI 4 In CO CO 4 0. O 0- h m H Cr- U7 II7 w M LA 117 4 03 in h O h N. In 0- .O .-. h 4 N. CA O. N N m N M CO h 0 0- h 4 4 N Y7 4 N •.'4 « a -. M -0 N. 4*h -0 . -. 4 O in N N 0. N 4*NM N 2 -0 «. N J I17 O. A O O O O O M I17 O O 03 N. If ICI O O CO N. 0- N Q CO II7 O .. N U9 O -0 N O A NI CV CO 4 CO .0 N 4 4 O- 1-1 0- C,1 N -0 N. 4 0- 0- 4 CO N N N -0 UI -n I-. N. OO]] I'I' M M N N N 4* N N 1n In -0 44 M h 4 OO O O O O O O h h O 1A 03 03 1A 02 .0 4-4 -0 in 4 IA CO in in -. -. N 1A 03 -0 47 N h W CO I/'I M -0 in 44 .-. .-. O --. 4 ..... 4 0- CO h 4 .-. CO OO 0- CO 4 O . -0 4 I9 03 N N N N LO7 M 4* N N V M M W M Ps O O A O O O O O A 0- 4 N I Cl N 4 Ni C- M CO IA A in O w A In NJ 0• 4 N. q I7 4 4* CO O O 0- «. .-. M .-. 1-'f 0- Cr. in N in W 117 in In 4 N .4 m in In 4-4 4* N N Q M N N N « O N 44N C3 0- 44 CC N O U -0 OK A O O O O in O in N -0 CI A N Y7 .0 •-. N Q Q NL�I M -�pp Q Q Q Q Q Q Q 07 W in in in IA in U? in h 4 I• O h h N 2 2 0- O au 20 Z 2 2 2 Z 2 .4 2 ... ~ 4 M M p~p]O H M M M M M LLI 0IL 0-- M 4* N 00 4 Z a M N -. -. LL7 I---- O w O _ O in ate.. 0 ■ 4.4 ■ni 0 Om- W .. O^ CO .i.3. O ft 4J 0 t3 • • co nu -cs M. W O O. Cu '. UI . a.. 2 Z 44 N 0' a . U• ■ W v . a in J w 0 40 Q W s•-• 2 C UI •Q IC 4 W •-• - J ►- -0 UI O '0 d-. .. C III 0: O Q M W CI Q. • 0 «.• O L 0 I C 1. a..+. 4. L 4 2 ..-4 •C . S J O .. O uLI 0 C O. O as ' 0 UI W a O J L3 O J -0 0 4 .0 J U . Q 1L; LA = N. H r -CA a Q --- 7. ✓, Cm L .+ N . .• S. ..4 A 2 m 0 III I.. 02 0 +4 C 2 I = W IC Q W W .7r. } I- 4.. O • J C- +.1 O .y 0 7 4 03 - 0' IT Q LJI LI J O CC ..J O CA = 'C W IA .4.. LLI IL Y• ++ I.. 4 to 1. -r 0 0 0 C C: W Q (-4 W = .-. 4 h0 Y C LC . mg C a W L7• UI UI U. 0 LI ..++ OI '0 - 01 J ■ LJ1 I L)I 2 h Q W N. C -. -- J a Cg 0 L. O as .-. CC .. III 4 GO O O Q J W LYI cc LL .-. -' 44 Q CI T. N -44. ..... 0 IA . 3.--.. -.-• CO W CA O GI O U J O I-- LA W Av 4. ...I Cl) cc u y .... 0 Y ++ in U. ...+ +I L. C .i1 Cs • 0[ 03 G G = = 0 I- W C. UI Q I- .-. C C I. 41 AO p1 a 0 .1. CU 0 U -. .CC L4 N. . 2 2 I 0- 2 si CC O C L .0 F- Uf1 - .4. 0 1O Ill O at 0.1 in . 0 UI 3. C Li L W W Q O C7 LL LL 3 L3 J 03 0(� .... O p LU .- 0 .-. ... .--+ L UI A I O O .. kJ .0 i- CO J L.O L.I CI) LA O. N O. Q 0. L0 Lll Q I— L.I LLI Q L.1 0.- O• W W N. 4. 2 L.5 A -? U. *IC A- CO -. CV M 4 47 -0 4. OO On A --. N M. •.I Y7 .0 P+ CO 0- O CN M 4 10 .0 f� CO P O J. CV H 4 U'1 !Q•• N N CJ N N CJ N N LV N4 NI M M N1 M M ✓ CO 10•. .r.. CO CV 0, 147 U) 1117 ... VP 0--. N CO •O N O O O M M A CO Q. 4* r -0 4 d M CO COO P. N . . _ CO N 13.1 P7 � 4* 44 M N N in N W 44 N I•- 0. IL CO .M•. p.. CO Y7 ..• in 0- -4 07 O O .O O M M a IMA •ir LAJ .0. r 03 -0 f+ r -0 n .O M CO CO Cc 4N N N .. .. V N N -0 M M 4* N M' -O N N 4* 2 4* W IC CC ^ U, 11'] n M elM IC7 -N -0•. N r r h .0 4* -+ CO -0 In744 N CO -0 -0 CO CO C' N N on CO 4* 4* 44 M ,C4 N N M M 00- m A 1O 00. -ID Y7 0• 0• N r Iff CO CO CEO N CO O - CO ... CO f+ Y7 4* N 4 .--0 _ N .• N se IA M N N M N N N N -A r r CO Cr CO .Q 4 IA CO IA -0 r 0- 0-- N M 00 M 7 H IIt) 4* 0. m ^ II A_ .-. 4-. N r N CO N N 4* 44 M r N M N N 117 4* N 0- M N CO CO 0• -0 M IA -0 N M Sr .0 CT A M Y7 -0 r CO .O 44 CO N M 147 0 U7 In M r N -0 or N CO N M CO N .- Y7 f+ xr N 44 N N 4 N M CO a -0 .... 04. 4 In if Y7 M CO 0- r M 10 0• 6-- .0 N. r 0- N CO -0 -0 CO -00 0-• IA U. N N 211 N M 4* N 4 OC CO f+ O. 0- r4 4ir IA M co .4 CO O CO IIAA -0 1r+ CO UJ CD .��. O CO N VP 4* -0 M M -O 117 r O LIJ W .NV4. N FP M N V) 4* N 1-4 N N N N CO N N N CO • `° A CO I— CT P.. M CO r- IA CO IA r r 4* CO CO 0• N d .0 N M M N N Y7 4 CO 44- ...... F-- CO M N 4* - - M N N 4* -- d 4* N N N C-4 M M 0- = J U7 o— P. r CO f+ 4 CO M f� 0.4 N CCO CO N A N CO w r0 N 00- I17 .+ C_-I O -O N N r M -0 0• 4. _ COO CO Ci ••1 4* N N 4* ^. ^. La- N M 4* N 4.1 N 4* ✓ CO n .0 O CC. CO O. Y7 CO M r•. Y7 CO m Pi 65) IIr7 •O I+ a r r M N m Sr .•. Y7 M 4.- M N N N N N in _-• - N M N N N N Pr? f+ O f+ Is, -0 4 4 4 4 4 D- CO 03 r CO In CO CO 0. 0- Cb O = Z Z Z Z .7R Y O 0- 0 Cr- 0 .0 N •••• ...C� r Cr- N M CO N N M N 44 M M CA O N 44 M N -0 4 4 4 0- 4 CO 4 M 4 M 4 U7 4 4 4 4 _ 4 4A Z •O. 4. U7 ..fir CO CON N- 0-CO Z Z Z N = = = = = z Z Z In 0. -0 N r N Cl CO N N -•. N M r N 4* N N 4* N 4* M OA UI in CU N N -.. U7 4+ 4. .i 410 • ..... • O CO • • • 0 Z O 0 C0 C.i -. .0 Q. .C * OBI U CU 6 00 0 0e a • 0 • K 4+ 1 O•• • • • UJ Cif 0 in 0 •.• 4 4+ 4 0 4 W N in 01,I- — --- V - --Ia. Z V Z >- ..C. = 4 Z 0We.' KIC CO J• � .o- =J •III A I. I- .••. UI Ste[ J > U.. 0- O U ! U CO C ■ 41 U. O/ U al CC W C J 1 CO a I v d 0 • c a d • U o s w w UI 3•-• UI an 4 a. CU •.. 7-V C 0 10 CO > •..... Z ZS C Ie/ J Y CO C L u •.. U 4 GU ►.. ••• Z .O .O -. 0 4 r 0 • o o U0 C.0 C» V al .r. CU ►— 4+ Is x 4.. OC Id L U .4 C.) 43 a Y 0.CA 0 J J 1.- 4.1 O CL U. 41 GI 4+ C .4.• Ci Id. al -0 4 a J 4 iO .--. N CO Ste. QQ C 0. A 0 0 7•- C _ •.e. mJ IQ MI 713 CU U W (0 0 Cif U U 4+ W N C 0 C Z d : a •0 C 4+ O. S S W c4.1 C CO V• V 1 -.• C I.. 41 ..• 0 .... C C 1$ LI •►. O/ C A W I-I C Cr U • ►Y T.i4 � 0 U IO L GA .-+ -C 0 0 4+ J •.•. 0 CU C GI = C •.+ -O • 4+ J 0 C L 0 J ►•• fir 4+ J .••. 4 L 0 ..... .►4- 10 RI •� UI .0 L. L 0 .--, .A -. v. COI 0 0 14- OJO CT 40+ GI L 6-- CO C ISO M W 4 O 7 CO = - 4.-C 0 0 0 0 0 61 = U •4- L 0 CU CO O C X CU CO O UI UI CO WI >- Ca- CJ CU I- O. CO CU O. CP 4 U C..I U O 4 CO CO O. U Q.. M a W W 0 4 I- O. Z S I.. J _ _ _ CO .0 I.- CO 0- CO ..--. N I Y Y7 -0 1.-.. CO 0- p N 1•'. 4 I .0 ^ co 0- C. CV M 4 Y7 -.0 n CO 0- CO CV -C M M M M . . . . . . . . . . IA IA M Y7 In Y7 4.7 IA IA IA -0 -0 -0 -0 -0 -0 -0 -0 -0 .O N. I+ 1� 1- Z 0- 4 CO 0- O- -0 4 co N co r r 02r Y7 ..... -. O- O on T r 4 M CO M O -+ -. 444 N r CO 0.' .4O « CO CO CO CO O- -0 IC. .. i M_47 W I-') IM 4 4 r4 03 47 N m -0 -0 N VI Is, 03= M 4*M ~ 02 N -. N .-. M Cl N N 44 44 U.1 44 44 N 4* 0. W CO In c 0- O- -0 03 N 4 O 0- 0 r (J3 0- O � N. N. 4 -4 N 4 00-- O O M N -C LU 0'- O- _ 03 03 m 0 N -0 -0 -0 N 47 r Q in M 4 4 N -+ CO -0 O r r O in 47 C.3 4* 4* N N 03 .-. tV In M3 -O -4 in N in M ~ M N M M = M 4* N M W CC W eV N w O-0- 4M7 r k 47 4 O U09 C I• CO .•. N U-07 n J CI- r 02 4 4 CO M 4 f CO 44 44 •••+ M 4 CC ... N N 4 4 Cl I.7 O 02 .4 r r 03 M - 0 44 M w N CO Q N N 4 •-• M N 44 N CC M M •N M -. 4•) r in M In -O -0 A -0 03 4 4 -0 in A .•. 0- 0- O 4 4 4 M 0- -O r N N O 03 0- Cr- 4 -0 O O 03 In -0 0- in in Y7 O N N 4 4 N 43 N r in 43 in -0 -w r M 4" M• M CO 0- O -•. .4 -. N N 4 M M 4 -. M -• -. M M M M N M --. 0• 4- 4 M CO 03 40.3 -40 -. Yr, In -0 •V 0N- - I In O w N M -0 -4 47 r N N -. 0, Cr CO A 0- C4 N M M 4 r M 47 4 .•. M Cr. N M N M M r 02 -. 0- ..... O C. N ..• 4 N N M N M -. 4 4* N M N 0- M 4•) -. 4 4 N in -0 in -••- 00 N � 0- 03 r r O M -0 0- -+ .-. r 4 0- 0- O CV N N O_ r A -4 00 00 r CO_-0 ... -4 N M M -0 O M N 4 r r -- -0 CO 44 4* M N -0 00 ..... O 00 03 N -. M M M 44 44 4 M M 44 M L► CO N 0• 4 A A 4 r N 47 O CO 0 P•3 0 4 0- N O O A CO M O M in - -a N. M CO te.. r 00 00 03 0- N N M N _ OC N N r N 4 CO In M M 0- 4 4 4 44 44 M N in r -. -0 .-. r r -. M IL 4 N 4* 4* N M N M M M MC CC A Ps. M f� I CO 00 % 0- O^ 0 a- r A 4') r M N CO 0 O- 44 r CO 0 -0 4 0- 4 W in M M 0- 4 -0 4 r 0 03 m 03 in 4 0 CO ..... - - - - - F F. - - - - - - W N Cl O- 4 ^ 4 in r r A N A O N N M 4* 4 -0 4 4') 47 44 M W N N N M N N N M 44 M r 0 N -0 O r _O -. O 4 4 0- 03 O O 47 r M N. 0- r r r --. O 0- O -0 0 -0 M N -0 (13 O- N_N 0- 0- 4 r N M_M O O 4 M_P.- .« 1•- -•• •--0 0 0• .0 N N 0 O WI Q N N M M N 4 M in M 40 M N F.N 4* 4 .-n J In 0- M -ci -0 M 03 in 4 N 0 0 -0 r aL 02 -O O 47 IA N M N 0- O- C-4 in r [H 0- 0- O 49 in -. Cr 00 O Cr -y0 -0 y In 4 W - F. M CO .M-. 4 .-0. N N M CO -. N- .47 4 4 M 4 N N M N M MI ~ 44 4 m 47 -0 N N r CO Cr Cr M in r 4 N m O M 4 r Cr- r CO Cr- M r r 1- CO -0 o- r r -. -. 00 00 Cr -•. In r r -0 0- -0 -. 44 0 -. - ..- .- M -. 1- CO 0 co co 03 in 4 ...7 M N M 4* 44 M M M 44 N -. M M M M I.--. O O- CO 03 0 0- 4 co in 4 4 0- M N 00 in -0 N Cl 40 M in in in M in 1n 0- N N M M r P .-+ M N M N in 03 -•. -' - - 4 M 03 .4•. ..4 N N 4* 4* M M 4 N a n m Q a . ¢ a 4 •O -O 0 ~ — M P-, O N M an Z Z Z Z '4 -0 r 4 in M O O O In A -0 0- N N M M M 4 0- O- O O O r Cl. -O W. M N 404. N - - ` M 4.. w. - 4 N M N M N M M VI -. 47 0 • ■ I 00- C.) 0 Ut Y V = rt LLD 2 CL. cc Z U- • • CC LPJ 1144 CC Z • 05 Z Fes-- 5-4 C3 I I-- m in In W G (.] N. (I3 F- W 2 U) N. I Z O • 4 0. W W a= a J US - O W Q a 0- C4 CO r 4' N. CC Z 0 Q O W O O J�,I. W O CC U- W O .4 I.L- 4. i.J .-. Z V Q L3 W i (..) — --c Z s JL tS - W O C33 .. 0 � � O w Z '- OJ .:... -0,,�1 Lit W f L LU O. dl Z OC W . C • (A O 0 W L=L La=. W CC O Z i N. A 0 • Z C w -..L9 N. .--. III W In U O UWI I-- W Q 4 .C I- •V O H3 A ..J I- 4 3.- Z 4-. (A Z Z Z 7 d 7. 7.' 1- (4• 10 a.a r+ -43 r CO .-..1 • . La.. O Q 0: 4 CC L W PAM W •-• -I •-• CC N ' Q 0 a L W ..L CC -.I CI c* > J •0 3C CO (0 N. LL ►- 0 W L m r m L ^_.f W OC • .... >~ CC 0 0I J OL W Q Z Q M 0- = O '-7 If O Z Y = 01 • ..3 J W CI W 4 -.J _J ...J CC J I..I J L) U) Z C J O. CC W 4- •.. UI C 44 CD 0 L L) '0 Q Q 44 O O Cr I Z W W 4 Q 10 -. Cr I•- J L UI 7 4- Z (.3 CO (J3 0 4- I- I- I- Z 1P( Z O. I Q .7• 5- N. 7 0 II�J/J Cu W O % •.+ 0 O O .. .--+ O O O C. W O I-- 0 >G I CC 14.4 '0 d C. 0- 0 W Y 44 Z L) W IC L3 /— V Z >F >C x 1••- I•^ N Z L) (.) 1 I- 0.' 44 0C 1--- W cc C. M •d• Y7 -0 1` 00 0- C. N M 44 Y7 .0 r 03 0- O N M 03 -0 I� CO O N M 44 47 -13 CM r 1+ r r r r r 03 COCCI OO 0 03 00 02 CO CO 0• 0- 0- 0- 0- 0- 0- 0- O O 0 O O 0 G I vao — 4 0 .0-. -. 00'- -0 -0O 00- ..00 00` N 0- 0- N— Cd N U 1 0• CC _ .. LC CO 44 n CO N M M PN'9 IC W M M 4* I— M. W CJ7 ere 41- CO .M-. Cr.C .0 M CO0 COO -00.. h OWC Cr. 0• I) 0 ... N. 47 V P. N. on O - M M M M M 4* Z IJJ _ _ W �j CL: .4 0• P') .-. I O M N J O- 4 M 4 .•. Ir •0 J -n _ 4. V. _ -0 4-4 Co + .. M N N CO - �O 4* M 4, ~0 u 0 O - 00• O m -0 CT O n IT 0- O O O NJ 4 0 t� en w Y 1 -O C -. 4* N N N ♦. 4* 4* 0 .0 4-4 - a 4-- r-. -0 in) ro - ... .. 7 C. M CO -.0 Cr- m M .0 M .M-. M M h m M M M a 0 O P Cr. 000 .Mo N ID 4I. .0 s .. _M IA -+ ^v 4r C4 w M 4 0 N Ls CO C.41 r o .4 n O In N co o- M 4 CO N. 0 0 p M 4* M M M Ls- 7 Z .0 Q OC -Cs 01 " o- 04- Co .0 CO n CO w n 4 N O 0 co W 4* w N LIS CO <7 11.4S 4 ...• .0 0 C0 4* 4* 0 r 0 PO- -o T .00 U)44 O CI 03 4r - w ! CJ'! Cr N Cr O •O . N- N.0 I•-. N. 0 N/ ~ MJ IC) ^ 0 Q M 4* 4* 44 M .... = 0. Z w IO • Q I!1 CO Cr CO 0 N .0+ Co 0 0 C-3 Co. Is. N. It) ICJ M n O 0 17 Y7 I.... N N M d T II. 4* M 4* 44 M .J.'f In 3 d M 4 O0e v. M my --00 I.) 0 .0 v.. N O 0 M n CO as .0 •-. 4 /0 .,00 +•• .-.. 4* M +I► M 4* 4 u s m Ia In ++ a o t"., n M n 4 O H9 .0 J. .-. 00- •0 U 0 In t33 •••• 024 T-. 000 4 O -+ •-N 4 M IA O CY CV N M M -. 4, ..- 0 0 CT 0 0 _ •-• CP. CO N N CO 4 n 4 -0 in ON 0 w v. MI. .4 4* M ► 0 IA M M M a .N .4. 0 as W o. .0 .r en Co ma 4.0 . m 0 0- A •.-. In 00 .I• W Cl w * CC ,. .-� M k .0 L. I 0' n 4 co W 0 y !. 0. 0 4 ZZW 0 .fir a 4, ...- w .-. J 9 1 al 0...CO F- .. V a • M LIJ +• CO U -.•. 7• ce = .0 +. It) °� U 0 4 w a CCS) O U.. 17 oI •-^ Q 0 N 0 4. W 44 • 0' 0 F- 01 4., +. fo 4 G Z L .JI ..C•I .n J Ut N a4.. 0 a • Q P- C W W 4 0 .0.4 III Q Zi O. I- M Z •-• •-• .LC 03 0 0 0. a a C C I- C II CJ] .0 u O V.I O W OI 0 O 0 O 7 0 O 0 •M W 4- C.) CA IJ. OC CO CO U 0- F- J CI- U Co .Y .M J CO CO 0 O .••• N M 4 IA •O a• co Cr N CV N C4 CV I-. C9D COMPLIANCE WITH 35.3 AS REGARDS OIL AND GAS FACILITIES THERE ARE _CURRENTLY 29 GAS OR GAS AND OIL WELLS WITHIN THE BOUNDARIES OF THE P.U.D. ZONE, BUT THERE ARE NO PROBLEMS CREATED BECAUSE DNLY 9 OF THESE ARE LOCATED WITHIN THE RESIDENTIAL ZONES OF THE P.U.D. THE REMAINDER ARE ALL IN THE GREEN BELT OR OPEN AREAS. NO WELLS WILL BE CLOSER THAN 300 FEET TO ANY RESIDENTIAL TRACTS OR HOMES. WELLS WITHIN 500 FEET OF ANY RESIDENTIAL AREA OR BUILDINGS COMPLY WITH THE STATE REGULATIONS ON COMPLETIONS PROPOSED IN DULY, 1984. THE LOCATIONS OF ALL WELLS ARE SHOWN ON THE VICINITY MAP SHEET 2 OF 2. MOST OF THE WELLS WILL CONTINUE TO BE SERVICED BY THE PRESENT OIL COMPANY ROADS THAT WILL NOT PASS THROUGH THE RESIDENTIAL ARE-AS (SEE ATTACHED AERIAL PHOTD) . THE 9 WELLS WITHIN THE R-1 AREA ARE DIRECTLY ACCESSIBLE TO THE PLANNED ROADS WITHOUT INTERFERING WITH HOMESITES. THEY WILL BE BUFFERED FROM THE ROADS BY WALLS OR LANDSCAPING AROUND THE WELL SITES. THE WELLS ARE SERVICED ONCE OR TWICE A WEEK BY PICKUP TRUCK. METERS ARE READ PERIODICALLY, ALSO BY PERSONNEL USING PICKUP TRUCKS. APPROXIMATELY ONCE A MONTH TANK TRUCKS COLLECT THE DISTILLATE OR OIL FRDM THE TANK BATTERIES. OCCASIONALLY WELLS HAVI TO BE WORKED OVER, USUALLY BY TRUCK MOUNTED MOBILE RIGS. WHILE THE FREQUENCY OF THESE ACTIVITIES VARIES ACCORDING TO THE AMOUNT OF PRODUCTION THAT THE -PIPE LINES ARE TAKING, NONE OF THEM WILL BE ANY MORE OBJECTIONABLE TO THE HOMEOWNERS THAN THE USUAL SERVICES OF GARBAGE AND TRASH COLLECTION, WATER TAP INSTALLATIONS, AND OTHER ROAD MAINTENANCE OPERATIONS. MANY OF THE OLDER WELLS MAY BE -PHASED OUT BEFORE HOMES WOULD BE BUILT IN ACCORDANCE WITH THE PHASING SCHEDULE. MOST OF THE POSSIBLE ADDITIONAL FUTURE WELLS WILL BE OUTSIDE OF THE P.U.D. OR WILL BE IN THE NORTHEAST PORTION WHERE THEY WILL NOT IMPACT ANY DEVELOPMENT. THE FEW THAT MAY BE LOCATED WITHIN THE RESIDENTIAL AREA WILL BE ADJUSTED OR CONTROLLED SO THAT THEY WILL NOT BE CLOSER -THAN 300 FEET TO ANY IMPROVEMENTS. AS TO AESTHETICS, SOME DF THE WELLS WHICH HAVE OLD TYPE HIGH TANKS WILL BE CHANGED TO LOW PROFILE TANKS. COLORS WILL BE LIGHT BROWN OR GREEN SO THAT THEY WILL BLEND INTO THE GROUND, AND LANDSCAPING AND SOME DECORATIVE FENCING WILL BE INSTALLED WHERE DESIRABLE TO PROVIDE SATISFACTORY BUFFERING FOR ALL OF THE WELLS WITHIN THE RESIDENTIAL ZONED AREAS. • N. r i k a .1...,1-1.,,,r74'' }y 9 b * s , j 1. 1 ` g and ....* at�5" gtgt 8' ebb "�} TCFy9 � Q1$µ '',/ "1..} 'i1. /, R / ' ; , y .....__ : - p .Yiwl Io p)SPROFESSIONAL SERVICES LANDSCAPING AND MAINTENANCE PROCEDURE FOR • BEEBE DRAW FARMS AND EQUESTRIAN CENTER Residential Home Sites 2 to 2-1/2 Acre. Each home site will be controlled by restrictive covenants and the rules and regulations of the Homeowners Association as to its use and maintenance. Each home site shall be limited to one fenced paddock with an area no larger than 5% of the subdivided lot and shall be no closer than 50—feet from any side or front property line and 20—feet from the tack property line. Dust control measures will be required by each homeowner. The intended use of the paddock shall be for intermittent stabling. No grazing shall be allowed outside the paddock area. Only riding stock and personal pets will be allowed within the Beebe Draw Farms and Equestrian Center property or any homesite or greenbelt area. Each property owner shall be required by covenant to maintain a natural vegatative cover over their entire lot except for the irrigated landscaping around tfie house. Decorative or security fencing shall be limited to the paddock and an additional 5% area attached to the house for the protection or privacy of the residents and their guests. No livestock shall be kept outside the paddock area. Each -home site shall plant and maintain in a healthy condition a minimum average of one (1 ) tree per every 4, 000 square feet of lot area. Approximately 1/3 shall be deciduous type and 2/3 evergreen. Trees shall be planted to provide shade, privacy, as well as control wind and snow blowing. A list of hardy varieties and planting care instructions will be provided to each homeowner. Common Greenbelt & Open Spate Approximately 3, 000 acres will be maintained as permanent recreation open—space for the use of all property owners. This vast area will be managed by the property owners association in cooperation with the appropriate soil conservation districts. The primary goals are to protect the fragile environment and enhance it' s natural beauty for the enjoyment of those who will be making this area their home. Landscape Architecture and Planning 1024 8th Street - Greeley, Colorado 80631 - (303) 356-1920 Landscape and Maintenance Procedure Beebe Draw Farms and Equestrian Center Page 2 In order to accomplish these goals, it will be necessary to control the use of the greenbelt areas and develop a concept and maintenance plan for the entire system. Concept Plan In general , the existing vegetation will be maintained as it is, with selected tree and shrub plantings for conservation and aesthetic purposes. The primary purpose of the greenbelt is to provide conditioning trails for horses and their riders as well as recreational riding for other owners. Therefore, the development plan will give top priority to accomplishing this goal . All non—compatible uses will be prohibited. No motorized vehicles, other than maintenance vehicles will be allowed. Trees will be planted to selectively screen adjacent residential uses in order to maximize the rural atmosphere of the greenbelt. Maintenance Plan The equestrian trails will have some impact on the environment. However, with an anticipated maximum of 50 horses training per day over the entire area, there would only be about one trip per every 10. 8 minutes in a 9—hour period. This assumes that each of the 50 horses traverses the entire trail system. Right—of—ways will be seeded and hay mulched and watered until a stand of grass is established. It is anticipated that environmental impact from the riding trails will be comparable to normal grazing activity. However, it is in the best interest of the developer and the homeowners association to maintain a high degree of environmental quality. This will be accomplished primarily through seeding and watering the impacted areas in accordance with recommendation of the Soil Conservation Service. In exposure areas, permanent irrigation will be developed. The measures which are going to be taken to protect the natural environment are principally for maintaining an aesthetically attractive trail not because there is danger of environmental degredation. The impact anticipated by trails and roads can be considered inconsequential in comparison to the thousands of acres of dry land cultivation in the immediate area which lay exposed to wind and soil erosion every year. 4350 SF PADt-K WI 5T/1/213LE 1500 SF HOME W/ 2 CAR GARAGE 20 4550 5e IRRIGATED �- -- - IA.WN WI FEkcE ! —�- - - 1•—PROPERTY LINE ( 2[ 0 1 SU BACK. LINE 50' ► {4— �►� EVERGREEN TREE 4 I I. I i t--D`E'CIDUOUS TREE. • J 0 so - •� 5c , J I . i I • TYPICAL 2AC HOME SITE 5CALE : 1" 10O' United States Soil !ViDepartment of Conservation 60 South 27th Avenue Brighton, CO 80601 Agriculture Service April 11 , 1984 Arthur F. Ulrich ARIX 2021 Clubhouse Drive P.O. Box 2021 Greeley, CO 80632 Dear Sir: Ron Miller transferred the plans for Beebe Draw Farms to me for it was in my work area. I have reviewed the plans and have seen the property. My comments at this time are very general , but hopefully will help as you progress with the development. The number one concern I have is controlling the wind erosion. Once the vegetation is destroyed wind erosion will occur unless protective measures are taken. An erosion con- trol plan is therefore a mandatory part of the development plan. I assume that over-lot grading will not be done since the lots are so large. The disturbed areas will then be limited to the roads. The roadsides, which are not graveled, must be reseeded. One seeding mix would be 60% sideoat-s gramma (5.4 lbs/ac) , 30% little blueStem (2. 1 lbs/ac) and 10% sand dropseed (0.05 lbs/ac) . The seeding should be done after October 1 but be- fore June 1 . Immediately after seeding the seeded area should be mulched with 4000 pounds per acre of grasshay. The hay must be crimped in to prevent blowing. Wheat straw should not be used. Since this development will include an equestrian center I assume many owners will have horses. The grass production on these soils is low; at least 25 acres is needed to sup- port one horse. If horses are allowed on each lot, the lots will be denuded of grass and wind erosion will occur. Protective covenants are needed to prohibit horses free run of the lots. The horses must be kept in small paddocks or stalls and fed. They may be turned loose to graze for only short periods. The southeast quarter of section 5 has a large area that doesn 't drain. This area should be either used for an open-space or drainage should be provided. There are numerous other small pot hole areas, but by proper house distribution they can be avoided. It would be beneficial if drainage were provided for these also. These comments are all more for the development plan. I don 't think the Platte Valley Soil Conservation District will have any comments on the zoning change. If I can be of additional assistance, please contact me. Sincerely, 2 Howard Holland, District Conservationist Brighton Soil Conservation Service O O gal CarpenterPrete;s ional Corporation dery v AqIIX R.Brauer Lngnnrets Architects Planners .ge e Gordon W.Bruchner Patrick C.Ow er Robert J.Shreve . .t (.n;ee V. CO • Riverton.WY Data J Sleic hen Robert 0-Thomas Oren.UT • Ceramie.WY Gary R.Win dotpb nand J lnrnorr CO September 11, 1984 Mr. Rod Allison Weld _County Planning Department Weld County Centennial Center 91510th Street Greeley, CO 80631 Dear Rod: SUBJECT: BEEBE DRAW FARMS ARIX PROJECT NO. 83255.00 The following information was extrapolated from the United States Depart- ment of Agriculture's Soil Conservation Service, Soil Survey of Wel-d County, Colorado. The site under investigation is located in parts of Sections 3, 5, 1.0, 11 and 15; all of Sections 8, 9, 16 and 17; all in Township 3 North, Range 65 West of the 6th P.M. , Weld Lounty, Colorado. The entir-e site is made up of loamy sands with a small area near the Platte Valley Canal inlet to Milton Reser-voir classified as a sandy loam. A more detailed discussion of the overburden soils is as follows: 10 - Bankard Sandy Loam 0-3 percent slopes. This is a deep, somewhat - excessive drained soil on flood plains at elevations of 4,450 to 5,000 feet. It formed in stratified recent alluvium along streams and rivers. Included in mapping are numerous sand and gravel bars and small areas of non-calcareous soils. Typically the surface layer of this Bankard soil is brown sandy loam about 4 inches thick. The underlying material to a depth of 60 inches is pale brown calcareous sand stratified with thin lenses of sandy loam, Foam, and fine gravel . Permeability is moderately rapid. Availabl-e water capacity low. The effective rooting depth is 6.0 inches or more. Surface runoff is slow, and the erosion hazard is low. 800 Eighth Avenue P.O. Box 2021 Greeley,CO 80632-2021 303-356-3930 Mr. Rod Allison Page 2 September 11, 1984 This soil is suited to limited cropping. It is sandy and subject to flooding. Pasture is the best use. It is generally not suited to the establishment and growth of trees and shrubs. On-site investigation is needed to determine feasibility and possible tree and shrub species. As previously stated this soil is contained in a very small area of the site and will not be used for construction material or building sites. 44 - Olney Loamy Sand, 1-3 percent slopes. This material also covers a small percentage of the site. Olney loamy sand is a deep, well drained soil on smooth plains at elevations of 4,600 to 5,200 feet. It formed in mixed outwash -deposits. Included in mapping are some small leveled areas. Typically the surface layer is grayish brown loamy sand about 9 inches thick. The subsoil is yellowish brown and very pale brown sandy clay loam about 15 inches thick. The substratum to a depth of 60 inches is very pale brown, calcareous fine sandy loam. Permeability and available water capacity are moderate. The effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is also low. This soil has good potential for urban development. The only limiting feature is the moderately rapid permeability in the substratum, which causes a hazard of groundwater contamination from sewage lagoons. The loamy sand surface layer is a limitation for recreational development. Once established, the lawns, shrubs and trees grow well . 47 - Olney Fine Sandy Loam. 1-3 percent slopes. Same description as Olney Loamy Sand. 69 - Valent sand, 0-3 percent Slopes. This is a deep, excessively drained soil on plains at elevations of 4,650 to 5,100 feet. It formed in eolian deposits. Included in mapping are small areas of soils that have lime within a depth of 40 inches. Typically the surface layer is brown sand about 8 inches thick. The underlying material to a depth of 60 inches is brown sand. Permeability is rapid. Available water capacity is moderate. The effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is low. This soil is suited to limited cropping. Intensive cropping is hazardous because of erosion. Windbreaks and environmental plantings are fairly well suited to this soil . Blowing sand and the moderate available water capacity are the principal hazards in establishing trees and shrubs. The soil is so loose that trees should be planted in shallow furrows, maintaining vegetation between the rows. Supplemental irrigation is needed to insure survival . Trees that are best suited and have good survival are Rocky Mountain juniper, eastern redcedar, ponderosa pine, and Siberian elm. The shrubs best suited are skunkbush sumac, lilac, and Siberian peashrub. Mr. Rod Allison Page 3 September 11, 1984 This soil has fair potential for urban development. The primary limiting soil features are the rapid permeability and the susceptibility to soil blowing. Septic tank absorption fields function properly, but in places in sandy substratum does not properly filter the leachate. Sewage lagoons must be sealed. Once established, the lawns, shrubs, and trees grow well . Capability subclass IVe irrigated, VIe non-irrigated; Deep Sand range site. 70 - Valent sand, 3 to 9 percent slopes. This is a deep, excessively drained soil on plains at elevations of 4,650 to 5,100 feet. It formed in eolian deposits. Included in mapping are small areas of soils that have lime within a depth of 40 inches. Also included are small areas of soils that have sandstone between 40 and 60 inches. Typically the surface layer of the Valent soil is brown sand about 6 inches thick. The underlying material to a depth of 60 inches is brown sand. Permeability is rapid. Available water capacity is moderate. The effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is low. Windbreaks and environmental plantings are generally not suited to this soil . On-site investigation is needed to determine if plantings are feasible. This soil has fair potential for urban development. The chief limiting soil features are the rapid permeability and the susceptibility to soil blowing. Septic tank absorption fields function properly, but in places the sandy substratum does not properly filter the leachate. Sewage lagoons must be sealed. Once established, lawns, shrubs, and trees grow well. Capability subclass VIe irrigated, VIe non-irrigated; Deep Sand range site. 72 - Vona loamy sand, 0 to 3 percent slopes. This is a deep, somewhat excessively drained soil on plains and high terraces at elevations of 4,600 to 5,200 feet. It formed in eolian or alluvial deposits. Included in mapping are some leveled areas. Also included are small areas of soils that have a loamy substratum and some areas of soils that are non-calcare- ous to a depth of 60 inches. Typically the surface layer of this Vona soil is grayish brown. The upper 6 inches is loamy sand and the lower 6 inches is fine sandy loam. The subsoil is brown and light yellowish brown fine sandy loam about 16 inches thick. The substratum to a depth of 60 inches is sandy loam. Permeability is moderately rapid. Available water capacity is moderate. The effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is low. Mr. Rod Allison Page 4 September 11, 1984 Windbreaks and environmental plantings are fairly well suited to this soil . Blowing sand and low available water capacity are the principal hazards in establishing trees and shrubs. The soil is so loose that trees should be planted in shallow furrows and vegetation maintained between the rows. Supplemental irrigation is needed to insure survival . Trees that are best suited and have good survival are Rocky Mountain juniper, eastern redcedar, ponderosa pine, and Siberian elm. These shrubs best suited are skunkbush sumac, lilac, and Siberian peashrub. This soil has good potential for urban and recreational development. Once established, the lawns, shrubs, and trees grow well . The chief limiting soil feature is the rapid permeability in the substratum, which causes a hazard of ground water contamination form sewage lagoons. In places recreational development is limited by the susceptibility to soil blowing. Capability subclass IIIe irrigated, IVe non-irrigated; Sandy Plains range site. 73 - Vona loamy sand, 3 to 5 percent slopes. This is a deep, somewhat excessively drained soil on plains and high terraces at elevations of 4,600 to 5,200 feet. It formed in eolian or alluvial deposits. Included in mapping are some leveled areas. Also included are small areas of soils that have a loamy substratum and some areas of soils that are non-calare- ous to a depth of 60 inches. Typically the surface layer of this Vona soil is grayish brown. The upper 6 inches is loamy sand and the lower 5 inches is fine sandy loam. The subsoil is brown and light yellowish brown fine sandy loam about 14 inches thick. The substratum to a depth of 60 inches is sandy loam. Permeability is moderately rapid. Available water capacity is moderate. The effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is low. This soil is suited to limited cropping. Intensive cropping is hazardous because of soil blowing. This soil has good potential for urban and recreational development. Once established, the lawns, shrubs, and trees grow well . The primary limiting soil feature is the rapid permeability in the substratum, which causes a hazard of ground water contamination from sewage lagoons. In places recreational development is limited by the susceptibility to soil blowing. Capability subclass IVe irrigated, VIe non-irrigated; Sandy Plains range site. 76 - Vona sandy loam, 1 to 3 percent slopes. This is a deep, well drained soil on plains and high terraces at elevations of 4,600 to 5,200 feet. It formed in eolian and alluvial deposits. Included in mapping are some leveled areas. Also included are small areas of soils that have a loamy substratum and areas of soils that are non-calcareous to a depth of 60 inches. Mr. Rod Allison Page 5 September 11, 1984 Typically the surface layer of this Vona soil is grayish brown sandy loam about 10 inches thick. The subsoil is brown fine sandy loam about 18 inches thick. The substratum to a depth of 60 inches is sandy loam. Permeability is moderately rapid. Available water capacity is moderate. The effective rooting depth is 60 inches or more. Surface runoff is slow, and the erosion hazard is low. Windbreaks and environmental plantings are generally suited to this soil . Soil blowing, the principal hazard in establishing trees and shrubs, can be controlled by cultivating only in the tree row and by leaving a strip of vegetation between the rows. Supplemental irrigation may be necessary at the time of planting and during dry periods. Trees that are best suited and have good survival are Rocky Mountain juniper, eastern red- cedar, ponderosa pine, Siberian elm, Russian-olive, and hackberry. The shrubs best suited are skunkbush sumac, lilac, and Siberian peashrub. This soil has good potential for urban and recreational development. Lawns, shrubs and trees grow well . The only limitation feature is repaid permeability in the substratum, which causes a hazard of groundwater contamination of sewage lagoons. The underlying message of all these soils classifications and evaluations is that they are all generally unsuitable for irrigation and farming. All are subject to drying out and it is recommended that the soil be allowed to remain fallow to replenish moisture if in dryland crops. Cultivation causes erosion and pastures need continual reseeding to support livestock. The numbers before each soil type correspond with the numbers on the vicinity map. If you have any questions, please feel free to call . Very truly yours, ARIX, A Professional Corporation Arthur F. Uhrich Project Director AFU:nau 12 CENTRAL WELD COUNTY WATER DISTRICT June 11 , 1984 Morris -Burk , Gen . Partner Beebe Draw Land Co . 1551 , Larimer , Suite 2706 Denver , CO 80202 RE : Water Service Dear Mr . Burk : This letter is in response to your request f-or water service to serve the following described property : Sections 3, 4 , 5, 8, 9, 10 , 16 and 17 of T3N, R65W, of the 6th P.M. , Weld County , Colorado. Water service can be made available to the above described property provided all requirements of the District are satisfied . Service to the property by the District will be contingent -on the District completing its transactions for leasing and/or pu-rcha-sing Windy Gap Water -and other conditions set by District , including easements where require-d by District facilities . Central Weld Coijnty Water District requires that cDntracts be consumated within one ( 1 ) year from the date of this letter , or this letter shall become null and void unless exten.deb in writing by the District . Very truly yours, CENTRAL WELD COUNTY WATER DISTRICT Dale D. Olhausen Security-Manager DOO/wmg 2235 2nd Avenue • Greeky,Colorado 80631 • (303)352.1284 • Dale D.Othemen,Manager kcrOn CENTRAL WELD COUNTY WATER DISTRICT Au-gust 10 , 1984 Hal D. Simpson P .E . Assistant State Engineer Office of the State Engineer Division _of Water Resources 1313 Sherman Street Room 818 Denver , CO 80203 RE ! Beebe Draw Farms , S-2_36184 ;B Section 3 , 4 , 5 , -8 , 9 , and 10 , Township 3 North , Range 65 West Gentlemen ! This letter is in response to your letter of July 18, 1984 to Mr . Rod -Allion with the Weld County Planning Department requesting certain information from the Central Weld Count-y Water District for _water service to the Beebe Draw Farms property . I am enclosing two items which should _provide much of the information re-questexJ relative to District water service . One of these items is a Water Rent and Transfer Report which we update regularly . -This report shows water rights owned , yield of water rights , .and usage for approximately the last 10 years . The second item provided is a system map for the District . This map shows the water mars and storage tanks , as well as , taps served by *he Di-strict . It man be seers from the system -nap that -a 12" watermein an-d a 750 , 000 gallon storzgc: tank exist ziiremtly axijacent -to the proposed $eebe Draw Farm properties . The District recently expanded it ' s water treatment plant from approximately eight million gallons per bay to sixteen million gallons per -dal and added a five million gallon storage tank to the system. The District continues to upgrade and reinfmrme it 's system to serve existing and new customers based on demand and needs throughout the District . The District has policies whereby it imposes -conditions upon property owners and/or developers to assure the District that the new or expanded development will carry it ' s burden of cost and meet District r-equiTements for ad-eiquate service . 2235 2nd Avenue • Greeley,Colorado 80631 -• (303)352-1284 _Dale D.Olhausen,Manager August 10 , 1994 Page -2- Please advise if you have any questions of if this information i-s not satisfactory relative to your request for information . Respectfully submitted , CENTRAL WELD COUNTY WATER DISTRICT c:Z2a77-2,,e - Dale D . Olhausen Secretary - Manager DDO/caa Enclosure : Water Rent and Transfer Report District Tap Map cc : Mr . Rod Allison Mr . Jim Clark • Mr . Art Uhrich Mr . Morris Burke r. p, 0.6 Cal I yy 4 •y" C7 4 L-4 v' I•`1 47 lXI N. ♦-.N. '7 O er 47 co• CO• L'•• NJ 4 -rt CJ c� .p f,.J >r 47 O• ••^.• r_• •r?• 4�Co �• 4 •.-• r� r WI .,..• Ni d' -0 M 47 OD •S 47 ,-r C'.4 • 4 r ter• I I IN o J�NJ 4 `0 w c' N. 47 L) 0-i•-0 I "I-0 -- -i w ... o• R, NJ rte. ND 41 L.0 co rrl M NI L"1 47 r. er KV w CJ r.J r,) r.J w w nJ C•1 ,-. .--� NJ CJ f a cam{ 47 O} CJ 1t -.0 R• en W M CJ -4 C> .-Al *:1 * :M• *: :.c •« f�Ni .7J I'rJ N] Cc' * 4. ai• :cc I * 1:1: "'a * sk *: COI L y 'Cl 4 r_•. Cl 4) 4I L: OJ ••O Ilt --n co. M v M N N. •."1 sr 00 Ni M Ni 0-I L II I NJ Co of NJ .: +.. C. w4 4 • 1 0:4 • 4 Y • NJ Co r1 NiC: -O r -J- Cl'Cll LI r-i-'7' L:J •1- 'Cl I '7' N) r- 0- Q7 .-a M w N. 00 00 •-CI RJ -o- NJ CJ i"I Ni 47 .p CJ --. I-77 CJ 1 47 •zil O• I +-J C,- -7- NJ I--., ..1• .-0 4-) c•J w CO .--• r-- frl K,J CJ 0,4 LI - - - c.l w ,-. ..r w w w ('-/ c-J Ni M CJ NI TI 840 +-f M >i M w I 04CJ 1 -i - 1 *I :KI I I C•J C•J V I W I V -U I • ry 00 Q' J er •'.> M N7 CJ CO 4 CJ O 4 CJ IV C•4 -O i I 'a CO IN 3t r"r- O CO O r.. • Co -O CJ v CCI C)1 r.. • --4 C> NJ 4, Ni O M r•J M C CJ Ilt-0 CJI a h r,�, .0 M -1- r\ Cl.7 - rl. 0.1 •.+1 w Z7 C•J -0 0- -J .-Y M C.4 '-0 -OI-Cl M V .O C .r-q-4 M '-' .- C•J CJ w 4 NJ -. ••CI'LI CJ 0 J .p L'I co 1'^a 47 CJ 4�1 C•J •.--. w w w w C-J M CJ !`? L J C`•J .•••I 1'rl -C1 ,-1 M •_ Ni .-+ .J -i 4 wI I -1 F- C J NI Y11 I Ni r•a • • V 7 4• C: CO 4 CO 1-0I 1,7 4 '-1J 1,7 -.I- r'.. r-.. M 47 CO CJ f•7 CO w M CJ Ni CO 2 C.1 C>r`. 4 " If) LCD rJ r7 er 03 NJ N 7 I 'I 0-4 47 4 LOI 47 M M a Cr- r-.. N? P- n P C� CJ 'T1 17.1 -7 M OO I- .-_• C ^ rJ ..-1 CJ rY ^H CO Ni a M NI NJ I NJ -0 'O LCD M M Cn ti) N. NI O.? L7 CN r+l U) NI CJ CJ Ni wI .4 4- L1 .-I Ni C. N7 F.7 WI M 0 i ,-. r.1 w�i I .1 ir3 Ir•J r•J ul 4 rn on • `T. OD 1 •• OD a ly. 4 w 4 O If? NJ •4 G w rJ C".4 ND 01 r•- m I^ M Li) CJ N? I coo M L..) 0- ClO L'i LI JJ C) N. > •.r f-. 17-j V • Y P• M Li) 47 -C! .-+ e.. 4'1 47 CO . 4 CJ L J rc 4-' r`. �+ •-� rl f`•, .-Y CJ +-, .--t 471 0-. P-4 M a t M -O �• L7 {y:1 .- r-- R• C•J O• f-. Cl�J +-t'•1 cy. x I- w1 1.'1 -- "'I�•. '�? 1 G T w w .-� .-.. w w w M CJ C•J CJ CA 41 -. d M NJ .-n. o ICJ NI "1 I C.-4 Ni sr u ry CO L/1 1 CC 1C M L.1 ? Co 4 r� C? Cl CO -I_.I v . 1- iL N-I • r. al,o r•.1-r •-0 4 47 -0 L7 CO m CJ NiM 4) NJ ."I C•4-O +-1 3 La.Li rr".1 0, Li) ''=•. CO 1-5 NJ NJ CO r-- L7 0 •)CO Ii 1 M I S• rJII r'a N. rM Cl• • • y y - •.n CCI O '-I N') Ca -r0 M -1- r-.. 47 w w1 4 ]I a 4 1 a 47 L1? Q, C ..--, co!:-. M N, .--I C J'•1 4:1 O- ,IJ CO l 1 •--I w-• ,.� • 04 r-. O C rJ COI 111 Cn • •' 0-i - - -. C'1 COr• NJ I Ni w w w NJ Ni rJ CJ CJ M rJ CJ r-1 4'l r•. }- MJ I C-J Cu Z7 i Ni c•J IxJ J ..9 I U CU I 1n -I-. 0 •M w W 00V` 00 C. 07 C. O 443 C). .--I 471-.0 N u1 L,J CZ I I .o N1 Cl'. CO y • Y • CLI • . . 3 C}_' N-i -0 R, i•4 N. IJ") 4 0- Co r•. ') C.N r-r, 1� N) I WY N) •O T CA +•. .-1 CO V" M Lr7 OD r\1 ON Cr, 4 M fF-iJ .p NJ .M.• .i 4 w -0 NI O- 4 w r•) Ni NJ W M 4 I M M M M Ni L7 O ,O 4 r� v C•J C•J C4 na rJ 'CI •-0 r-1 .-. N) +-q 4�Ni w 1 +-{ w ,.. .y .-1 w w w CA CJ M C•J r.J ►•1 Nir7I if) LI rU <C W .--11 RJ M .-. I -{ r.{ 4-- I- Q ; • C-4 nJ I 1 C]r•J •Lp . I • . 4.4.1I Lit G t= U I V 41 h. I-.. PJ O O O Cf O -,O •t" f-, Cl. C• r. 4 co -G OJ Ni CJ l- � r-J 1r1 • • O f•J CO •• 07 .,. ...• f I -0 4 • • • •%1 R, r 4-J Q• G Cal C IJ7 CJ G L7 4, 41 .CI 3i' •-0 4 O •� b 4 V V CS i C^ O T M M L7 M •cr r71 O -7 .4 •OO- C) C) 1,7 -p Ni 4-1 O - NJ --o 4 -0 4 ,O ...1 w o ml r,••J o or ..-, rJ M .-, Clc:a •.•� cJ •,u ci CD n .-i. .•41 res. 4 Il, w rJ rJ .•. +-1 ."-1•J01 Cl4 v '"1 C.J •4 c•J NJ M-4 '-I ... w0l I CD ,- I.-•t Ni o. C - 7• { W .- u + RBI .-, C. C�: GO O 4 NiN. tC m n ? r-- .., co •,Oe 6 47 _ .4r•) .. .. Nir•) -o a 4 Ni.. .• y .- 11,7 O ..4 r. C+ '--• O, ON 4 M Ci. y y Iii '-0 `0 7 rC I I) C> w Cl rr CJNi-. M C f, CJ IJ, G C•J w C) O NA al ^L '1 .I- N-4 CO .-1 w I O- a 07 w •.-. '- CO y .L-. O O, Cr- '.. CJ ,-i 0- r4 a .-. - d •-4 r a m IIs- ii 1 + •-4 . •w w .--1 *.. rJ C•J •.•. ....1 r-J r7- S •'L .""•1 r'J I M rJ 'I '• r-I I "{ I M r'l M .-4 y►1 i I-V w a) 1 Y 4 p LII I I1.1 m L i C> NJ 4 0.1 NN 0, .J O. C.1 C•J -q' 47 N] -n rJ r0t .0. -0 -4 F--i • . -.,JCal f'"1 G C 1 I 4 47 a 10- rte-, r.J r- O M fv In .) ' • . I•,) w •.r r-> 49 V -I • - 0 'Q1 -r C J ,.--.4 O, G .7 CA 4 1 C• -i N. •'r'M -41.V C> .may rJ 1Z CJ I O 0) NJ w -0 ."V•Cr 1'J C{ 4 C7 +� NiCJ CO O w +1- I•. co CO 47 �J -• on ,P -., 0-4 I .. •O •vJ O CJ V on .""1 -.coI on +- m .n •r, '-1 C4 I M CJ C4 .--4I .-•. MN II ."-4 w - - 41 .11 = I- F I C4 • ♦. ._ IA •Z C 4+- Ll I- CO3� .1 _ .--{ .1) - tr.. M C.) I.- 111 G - c C"1 C•J �i 4 ? 1• 47 CO y 04 CO 3 .-�. N7 w C Li) 0. r-1 "O .0 Lai 1L >. • +- • CJ . I I . -I ::-- ••••0 C-J M w .» o 1- Vi CI •O I- 1,•1 Li ? - V 1> 1_I C .IL L ?-. F 0• li r... .1. • -.Z.-1 Lul 07 T7 121 0- I. 4. �I I L _i -13 w Yrl O IL TJ IL •O 0 C ) =. N U �J 1)) I •I I'r 0JJ ru • ' Ca. rCI I�' C "] U. Q '� Q Cn 4 W MI +. m •i N V 3J 11• I • M w .4- L 1= G •!-- T -. )1 f�C' •yWil •:a•1 L0 rL I-- 1---I CCI 4. m LLII .n• al c, •1. r • _ i.J m -al ~ CCIfL.I '� L ti . 7 O .�.I 3L 4- 4-. o w al CU I- VT �• 1_1Q1 — LLJ1 Let W 0, E W C41 • •.. H .1, Cl) 1J, •= •--- r_. •�y • • I= •O lf1 L/J LJ S. 0 '� y^' " 17. 4=4 • 4= C4 •n o '0 L -" =I >_ •V JI I-{ Cr• a v n C. C _ii re. m • 4. '• L. L.1_ •Y1 •.- m Si rJ I 3 9..J -17 01 ,:l_ CJ) 'J W __J •L '- - � — �J ,1 Z7 1) ZZ n +- CC1 3I 1x I wSSJ it I— 1y 'IL .p u •� ti rQ CU O) rJ F-1 L. I I 1.L1 1 IL •r ,'L^ a '7 LrJ •C I '�F • 1— 1-H L. I rI Cr,J I 1L 0 N 1 I- - — .0 1' "1 I • 4• COrJ t I--1 •+- ..... V �' o m •p Ill -1 I---I Li4 I CO W LL L,.. 4t C. 1• •.. C) 0 F-"l F La- m Cr)K:I ND O- Z1-'-11 CO 3 rq -c- •� V7 = H..e •r-.µ1."J 3t O nl tL •C :.r 1- t F- 4•- y.. - • 3 I D"i f}. • 4 17%1 Cr w c 7 •n rA Cr *1 G Cr- w -' W 13 teal Carpenter. -„nn=I COrpCl240n d J ��' -9 R.Brauer t 'Ito nxs Gordon W Bruchner Patrick C.Dwyer 1. Robert J.Bn eve Dale J.Stebhen Robert D.Thomas Gary R.Windolpn a nv.._.rtcton. CO August 29, 1984 Mr. Rod Allison Weld County Planning Staff Centennial Center 915 10th Street Greeley, CO 80631 Dear Rod: SUBJECT: BEEBE DRAW FARMS, ARIX PROJECT NO. 83255.00 Although there was no major concern expressed, by Wes Potter of the Weld County Health Department, about using on-site individual sewage disposal facilities, Mr. Burk elected to have a soils consultant perform at least six very preliminary percolation tests to verify the actual percolation rates. These rates ranged from 0.9 to 40.0 minutes per inch with the latter rate located in an area where no housing is planned (see the location map in Empire Laboratories report dated July 9, 1984) . The other five percolation rates fall within the Health Department's guidelines 4.3.D where percolation rates near or less than 5 minutes per inch, systems are permissible in sandy soils. As per Weld County Health Department regulations, each lot will have to be tested for percolation rates prior to issuance of a building permit and installation of an individual sewage disposal system. If there are any question, please do not hesitate to contact me. Sincerely, ARIX, A Professional Corporation Arthur F. Uhrich, L.S. Project Director AFU:kv Enclosure: Empire Laboratories Report 800 Eighth Avenue P.O. Box 2021 Greeley,CO 80632-2021 303-356-3930 DEPARTMENT OF HEALTH PHONE(303)3530540 1516 HOSPITAL ROAD GREELEY,COLORADO 80631 '"Be COLORADO Arthur F. Uhrich Project Director / No. 83255.00 ARIX 2021 Clubhouse Drive PO Box 2021 Greeley, CO 80632 Dear Art: This office has reviewed the development plans for the proposed Beebe Draw Farms P.U.D. The U.S. Soil Conservation Service Soil Survey of Weld County, Southern Part indicates that the soils in the proposed P.U.D. should be suitable for the proposed 600 individual sewage disposal systems. However, the results of representative on-site soil profiles and percolation tests in each soil series present in the porposed P.U.D. would need to be evaluated by this office before a formal recommendation could be made to the Weld County Board of County Commissioners. Should you have any questions concerning this matter, please contact me. Sincerely, George B. Vargulich Environmental Health Specialist cc: file Weld County Planning and Zoning GBV:JBH it I . REPORT OF A SOIL PERCOLATION TEST FOR SINGLE-FAMILY RESIDENCES WELD COUNTY, COLORADO BEEBE DRAW FARM WELD COUNTY, COLORADO PROJECT NO. 142G-84 BY EMPIRE LABORATORIES, INC. 2159 9TH STREET GREELEY, COLORADO 30631 TABLE OF CONTENTS Table of Contents Letter of Transmittal Report 1 ;appendix A A-1 Test Boring Location Plan A-2 Key to Borings A-3 Log of Borings A-4 Appendix B 8-1 Percolation Rate Data B-2 Summary of Test Results B-3 i -------------- Empire Laboratories, Inc. P.O.Box 429•(303)484-0359 GEOTECHNICAL ENGINEERING&MATERIALS TESTING 214 No.Howes•Fort Collins,Colorado 80522 July 9, 1934 Mr. Art Uhrich 2021 Clubhouse Drive Greeley, Colorado 80631 j Dear Mr. Uhrich: i We are pleased to submit our Report of a Soil Percolation Test prepared for proposed single-family residences located between Weld County Roads 32 and 38, East of Weld County Road 39. The accompanying report presents our findings in the subsurface and our recommendations for an individual sewage disposal system. Very truly yours, EMPIRE LABORATORIES, INC. Thomas M. Cope Branch Manager I Reviewed by: F�A � 4303 JJ 1 Chester C. Smith, P.E. President Colorado Registration tto. 4808 kjm /p!°Rqr° • Branch Offices � P.O.Box 1135 P.O.Box 1744 P.O.Box 10076 14. - �_ ! Longmont,Colorado 80502 Greeley,Colorado 80632 Cheyenne,Wyoming 82003 . -YL (303)776-3921 (303)351-0460 (307)8329224 usias S b•• Member of Consulting Engineers Council ''i REPORT OF A SOIL PERCOLATION TEST SCOPE This report presents the results of soil percolation tests per- formed for the proposed single-family dwellings on the Beebe Draw Farms between Weld County Roads 32 and 38, East of Weld County Road 39. The objective of this investigation was to assess the suitabil- ity of the subsurface conditions for construction of individual sewage disposal systems in accordance with Weld County regulations. SUBSURFACE EXPLORATION The field exploration, carried out on June 25, 1984, consisted of drilling and logging six (6) test borings and running six (6) percolation tests. Six (6) of these borings were drilled to a depth ten (10) feet below the surface. Locations of the test bor- ings are shown on the Test Boring Location Plan included in Appen- dix A of this report. Boring logs prepared from the field logs are included in Appendix A. These logs show soils encountered and location of groundwater. A summary of test results is included in Appendix B of this report. All borings were advanced with a four (4) and/or six (6) inch diameter, continuous-type, power-flight auger drill . During the drilling operations, a geotechnical engineer from Empire Labora- tories, Inc. was present and made continuous observations of the soils encountered. 1- ABSORPTION BED AM0/OR TRENCH The soil absorption bed and/or trench constructed at the site should consist of three (3) inch diameter perforated plastic pipe or four (4) inch diameter open-jointed tile. The pipe or tile should be laid on as flat a grade as possible, running the full length of the bed and/or trench. The bed and/or trench should be covered by clean, graded gravel extending from at least two (2) inches above the top of the pipe or tile to at least twelve (12) inches below the bottom of the pipe or tile the full width of the bed and/or trench. It is further recommended that the pipe or tile be a minimum of fourteen (14) inches and a maximum of twenty-six (26) inches below finished grade. In areas where the • percolation rate is quicker than five (5) minutes per inch, fines should be mixed into the bed and/or trench to increase the perco- lation rate. The bed and/or trench should be covered with an un- treated building paper to help minimize clogging of the gravel with earth backfill . Positive drainage should also be provided to reduce the potential for surface water to enter the system. The system should be designed in accordance with State and County regulations using the data provided in this report. The system should also be placed the required minimum distance from all pertinent ground features, as described in the Weld County • regulations. 6EnERAL COMMENTS This report noes not reflect variations in the soil profile and/or percolation rates which may exist between test borings. Additional percolation tests should be performed for each pro- posed sewage disposal system. The nature and extent of varia- tions between the borings may not become evident until construc- tion. If variations do appear, a reevaluation of the recom- mendations of this report may be needed. To aid in this re- evaluation, on-site observations and/or tests by this office of the noted variations may be needed. -2- APPENDIX A. • • • II i I TEST BORING LOCATION PLAN OA0 38 No.f ----- 04.. i I I I I I N.. 9 0 No.4 a- M D gc DC N_6 . 1" = 2000 ROAD 32 A-2 EMPIRE LABORATORIES. INC. KEY TO BORING LOGS TOPSOIL • GRAVEL /�ey FILL SAND& GRAVEL / / SILT •.-• SILTY SAND &GRAVEL / e• ir< r- l CLAYEY SILT o 'J 1 COBBLES •/° SANDY SILT sal SAND,GRAVEL&COBBLES CLAY WEATHERED BEDROCK us SILTY CLAY SILTSTONE BEDROCK i rea SANDY CLAY CLAYSTONE BEDROCK SAND • • • SANDSTONE BEDROCK • / • / SILTY SAND �� LIMESTONE i. 4 ■M. • CLAYEY SAND •.kF} GRANITE ��•� SANDY SILTY CLAY ■ ' SHELBY TUBE SAMPLE STANDARD PENETRATION DRIVE SAMPLER WATER TABLE AFTER DRILLING C HOLE CAVED 5/12 Indicates that 5 blows of a 140 pound hammer falling 30 inches was required to penetrate 12 inches. A-3 EMPIRE LABORATORIES.INC. LOG OF BORINGS Depth No. 1 No. 2 No. 3 0 _/,j .A' •1J d , l • f - ; /• ` / •/4 fY 5 13/1? ,/ 4117"• 2/12 6_ y /.Y :2• • i : v • /• 10 12/12311 /: 17/10 En 9/12 ; A-4 EMPIRE LABORATORIES, INC. LOG OF BORINGS Depth No. 4 No. 5 No . 6 0 !G .4e . /. '!/ . 7,. a. 4. • 5 7/12 • i • 6/12 ly 11/12; i 10 12/12thL 4/12 14/12 �_y A-5 EMPIRE LABORATORIES, INC. I �PZ; 'r; .., i PERCOLATION RATE DATA • orim co.Y Rate (minutes/inch) 1 1.1 2 6.7 3 0.9 4 12.3 5 40.0 4.3 3-2 Q . `a CV CV CV (V CV N CV N CV N N N r 3 ,--I ,--1 ,--1 r-1 . 1 ,--I r-1 ,-1 ,--1 . I ,-4 ,--1 M N •tY• N. N O1 N. CV t\O \ \ \ d•m ,--1 ,--1 r1 cf- r-1 �- AII ¢O c .2O r.CJ i CSy a ax 7 • oa C7° •u m,, c2 F. 'O.4- o E_ a. C/) J_i.... I- -I . D Cl) U CC w = z a cii I••- W w O I— I" u. m m a 7,._ O • cc >. aH— a cc J Q W c C i_ a C o ' (/J W 0 CA �,o d a` m a • mLLL amd U U O ,f,o. O m 3- in Q O O1 O O O1 . N. C, n LO o`• co (70 CO U) CV cf Cr U7 N M N 2 , 1 .--I r--1 .--I ,--1 I.() LC) In U) U) U) U) • U7 • LO I ) • LC) a.) • •C • O• O • O • CD U • CO • O • O I I I I I I I I I I I I U) in U) IC) 1I) U) U, U) in U') LC) U) . 01 d' O1 cr O1 •cl' 01 Ct 01 Cf 01 a - O. r-1 N CO Cr Cf) lO OZ CO 8-.3 13 at Carpenter. went Eugene R Brauer Gordon . yenner �� _ r Patrick C.Dwyer Robert J Shreve Dale J.Ste cnen _ RobertD Thomas Gary R.Winaotph September 6, 1984 Mr. Rod Allison Weld County Planning Department Centennial Center 915 10th Street Greeley, CO 80631 Dear Rod: SUBJECT: BEEBE DRAW FARMS, ARIX PROJECT NO. 83255.00 Pursuant to Mr. Rod Hutchinson 's comments of July 11 , 1984 in regard to not accepting the premise that drainage detention ponds are not warranted. That site shows no visible water erosion evidence, only wind. The Runoff Coefficient ("C") is virtually unaffected due to the size of lots, green space and gravel roads. Five-year undeveloped composite "C" factor, typical house w/shed = 3,000 SF = .07 acres Composite "C" = .07 x .9 + (2-.07) x .1 : 2 = .13. Further analysis reveals that a standard borrow ditch of one foot depth will carry approximately 10 cfs which is the approximate runoff from a 10-year storm/100 acres. The permeability rate for valent loams range from 6 to 20 inches/hr. rendering a detention pond unnecessary for all practical purposes. We based this upon the storage of 1-acre foot per 100 acres at 40 minutes of. detention of water will permeate through the soil at an average rate of 13 inches per hour. A detail study of the areas will be performed and submitted at the Final • Plat Stage for determination of any detention pond sizing and storm water routing. Sincerely, ARIX , A Professional Corporation Arthur F. Uhrich Project Director AFU/pt 800 Eighth Avenue P.O. Box 2021 Greeley,CO 80632-2021 303-356-3930 a- w cc • ii- ,:,-• -3 `•� ��.e^^ N .et roar a..�__i o 1\ • i . ���� r �''. _ s - ��D a m / . a p I O o of' / _o_ r."— _ w _- J D y — _ IiI Oczyy LO g a W N N ;.3.u�.rw►� v s _, 1 ` - { `' 19q - I' e • .--.� 8 IN I • m ' t . Q• /f:: F Ij f5 r \i e a - CC e ` O/ t • CO F —v s x lv; 1 �o • r- <t �1 ;S e. = - - a.); cn z t/ o...o ` C u d ciC a� w o o � - M A t 1 _ d ��� S. °I r... 1 1 J 1 I I 14 aal Carpenter dent ] < tql ! ,r),-,r lion t ae a R.B auer Go do W.B uchner rrr <h It-cs Idn rers Patrick C.Dwyer Robert J.Shreve Dale J.Steichen n A:11X J Robert O.Thomas J tyro&lev (r' • HIV'rton, `NV Gary R.Wlndolpb US . LIramie. :NV .irnnd*nwf,pn CIA 1271-129/84 (83255.00) September 6, 1984 Mr. Drew Scheltinga Weld County Engineer Road and Bridge Department 933 N. 11th Avenue Greeley, CO 80634 SUBJECT: BEEBE DRAW FARMS EQUESTRIAN CENTER SKETCH PLAN APPLICATION Dear Drew: On June 22, Beebe Draw Land Company submitted a draft Sketch Plan PUD application to the Weld County Department of Planning Services. This was circulated for review, and comments from the Road and Bridge Department (memorandum from Rod Hutchinson to Rod Allison, July 11) were included in the Planning Department ' s response of July 30. This response also included specific comments concerning traffic generation and road upgrading issues (item 5 of County Planning Services letter) . This letter responds to both sets of comments, identifies changes to the plan which should improve access, and suggests some approaches we would like you to consider to deal with the increased traffic demand on the county road network. After you have had a chance to review this we would like to meet with you to discuss specific items and resolve any remaining questions you may have. Following comments respond to points raised in Rod Hutchinson's memo. 1. The primary site access has been relocated to WCR 39, approximately midway between WCR 34 and 36. Also, a secondary access south of WCR 38 is provided, primarily to facilitate emergency vehicle access. 2. The interior roads are proposed to remain as gravel , consistent with the low density rural character of the project. Maintenance of these roads to provide both dust control and a smooth travel surface will be the responsibility of the property owner's association. Until the association is fully functioning, the project developer will provide this maintenance. Beyond the statutory requirements for dust control and the need to maintain all weather access, it is absolutely essential to the economic success of the project that the roads be kept in good, dust free condition . Further, the developer will 800 Eighth Avenue P.O. Box 2021 Greeley,CO 80632-2021 303-356-3930 Mr. Drew Scheltinga Page 2 September 6, 1984 provide snow removal for emergency vehicle, school bus and regular traffic access both on the interior road network and on the county roads cited below. 3. The question of detention ponds is being addressed separately. 4. We have sent a letter to District IV of the Department of Highways describing the project . You will be furnished a copy of their response. 5. The five paragraphs under this comment are addressed later, in the context of the traffic impact assessment requested by the Planning Service comments. However, some supplemental points should be made. a. There is no question that any new development in the County -- this project or any other -- will generate additional traffic. And if the project is in the County (or in an incorporated area served by County roads) this traffic will affect the service- ability of the County road system. The County road system exists, after all , to provide access. b. As noted, the developer will have in place a road maintenance crew of sufficient capability to provide top quality maintenance of the approximately 18 miles of interior roads . This crew has certain minimum equipment and personnel requirements which initially would exceed the needs of the interior road system. For this reason, the developer proposed to maintain the surrounding County road system for three years . The three year time frame was based upon a projected target date for paving the roads, after which the County would assume maintenance responsibility. However, as discussed subsequently, paving the roads may not be prudent in three years, depending upon the oil /gas drilling activity and the level of continuing well servicing and product collection traffic. The developer is willing to maintain the County roads serving the site until they are paved, whether that is in three or five or ten years . We see this as a definite asset to the County as you could commit maintenance resources elsewhere. Given the already inadequate road and bridge budget we see no reason to try to reduce County expenditures. Rather, spend the money at other locations where maintenance is needed. c. We do not understand the claim that 23 miles of road will need to be reconstructed, at least as a result of this project. Under the most stringent conditions the developer should be obligated for only one-half of the road fronting the project site. At most this would include 3 miles of WCR 39 (32 to 38) , 2 miles of WCR 32 (39 to 43) and 2 miles of WCR 38 (39 to 43), for a total of seven miles of half section roadway, or the equivalent of 3. 5 miles of paved road. Using your unit cost of about $235,000 per mile, this would require outlays of about $820,000 by both the developer and the County (for the other half of the roads) . Thus in the worst case, about one-half the annual contract reconstruc- Mr. Drew Scheltinga Page 3 September 6, 1984 tion budget would be required. This assumes that only the County and the adjacent property developer should pay for road improve- ments , an assumption we feel is not entirely fair. It should be noted that the primary access roads (WCR 32 and 39) were paved at the time the property was purchased by the developer. While the subject property has generated minimal traffic -- a few trips per day -- over the past few years , other traffic nas degraded the roads to the point where they have been reverted to gravel . Instead of facing a moderate amount of road widening and overlay work, the project now faces the demand for major reconstruction of roads damaged by others. We would hope they contribute to required improvements in an equitable manner. d. Based upon the fiscal impact analysis of the project, a reasona- ble level of participation by others in road improvement, and projected annual revenue from this project, the payoff period is less than 20 years . The developer is willing to share project cost in a fair and equitable manner, so long as this significant investment in public road improvements is protected from unwar- ranted damage. e. We are acutely aware of the extensive wear and tear on the County road system. But this wear is not being caused so much by automobile and light truck traffic (which this development will generate) as by the massive truck traffic associated with oil and gas drilling activity. Heavy trucks are roughly 1250 times more damaging to the road bed than are autos (using CDR 18k EDLA) weighting factors) . We hope these drilling operations are contributing their fair share of road improvement monies , as we are being asked to do. Following comments respond to points raised in the review letter. 1. The existing County road network is quite adequate to serve project needs now and through full development. The roadway cross-sections or widths , are also adequate to serve initial and ultimate develop- ment traffic needs . The roadway surface conditions are adequate to meet initial traffic demands , but will soon be inadequate if not properly maintained. At some point in the future the gravel road surfaces will have to be upgraded . The developer is willing to provide the following in consideration of approval of the development request. a. Maintenance of WCR 32 from the end of the pavement east of Platteville to WCR 39, and maintenance of WCR 39 from WCR 32 north to WCR 40, until such time as these roads are paved, and provided further paved sections are not removed. b. Provide performance guarantees of participation in the future cost of road paving by establishing a joint escrow account with the County and making deposits thereto according to set formula keyed to the pace of development. The formula will recognize the value of benefits directly accruing to the County as a result of Mr. Drew Scheltinga Page 4 September 6, 1984 the project , the realization of which precedes the actual need for County services; will recognize the fair share due from this project as well as that due from other extraordinary road users ; will recognize that the potential for new traffic to be generated from residential uses does not occur at platting, nor at sale of building lot, but only after a building permit has been issued; and the value of continuing maintenance services provided by the developer during the interim period . The rate of issuance of building permits is proposed to be controlled by Weld County. 2. Following information address staff concerns about road adequacy, with respect to traffic. a. Information from County Engineering shows about 100 vehicles per day (vpd) on WCR 39, north of WCR 32, and on WCR 32, west of WCR 39. Volume on WCR 39 increases to the north, reaching about 200 vpd at WCR 44. WCR 39 and 32 provide primary access to the proposed development. Over the next 10 to 15 years this traffic should not increase by more than 20-30 percent, based on present land uses remaining in effect. Such increase reflects possible partitioning of farms within common ownership, with new farm family units establishing residences on existing farms. b. Access to the site to and from the north (Greeley - Evans - LaSalle) is expected to be via US 85 to/from Peckham, east-west on WCR 44 to/from WCR 39, and north-south on WCR 39 to/from the site. Access to the site to and from the west and south is expected to be via US 85 to/from Platteville, Ft . Lupton, south on US 85, and west on SH 66 and 52 (Longmont , Boulder, North Metro) . To/from Platteville, site traffic will use WCR 32 to WCR 39, then WCR 39 to the access point. WCR 44 is paved from US 85 to WCR 39, and WRC 39 is paved to about WCR 42. Farther south, to and past WCR 32, it is gravel surfaced. WCR 32 is paved from Platteville east to WCR 35. Farther east, to and past WCR 39, it is gravel surfaced. Given the present and likely future condition of County roads, it is expected that virtually all site traffic will use the US 85/WCR 32 or US 85/WCR 44/WCR 39 approach/departure routes . Distribution of traffic on these access routes is projected to be about 40% to/from the north (WCR 39/WCR 44) and 60% to/from the west and south (WCR 32) . c. Average daily traffic expected from the residential development • (maximum 600 single family, 100 condominiums) is estimated for each year of project activity. Note that the estimates are based on cumulative number of constructed dwellings, reflecting issued building permits, and that these values reflect 100 percent completion, a situation not often attained in any project. Mr. Drew Scheltinga Page 5 September 6, 1984 Cumulative Cumulative Daily Constructed Dwellings Vehicle Trips Generated SF Condo Total SF Condo Total Year — — 1985 0 0 0 0 0 0 1986 10 0 10 90 0 90 1987 60 0 60 540 0 540 1988 110 0 110 990 0 990 1989 160 0 160 1440 0 1440 1990 210 0 210 1890 0 1890 1991 260 0 260 2340 0 2340 1992 310 25 335 2790 100 2890 1993 360 25 385 3240 100 3340 1994 410 50 460 3690 200 3890 1995 460 50 510 4140 200 4340 1996 510 75 585 4590 300 4890 1997 560 75 635 5040 300 5340 1998 600 100 700 5400 400 5800 d. The equestrian center will generate four types of traffic: - Development residents to/from the center, all internal trips. - Out-of-area residents to/from the center, for individual training, lessons, etc. - Minor and major event traffic - participants, support person- nel , families, other spectators. - Commercial traffic (farriers, veterinarians, suppliers, etc. ) which services the center. Except for event traffic these trips are a function of the number of boarded horses at the center. Internal trips by residents are of no consequence to the County roads. For external trips, we assume three lessons/riding sessions per horse per busy summer week (six trips) plus one service trip per horse per week . Average daily trips to/from the equestrian center would be one trip per boarded horse belonging to people who live outside the project and this rate would drop off in the winter months. Event traffic is a function of participants. Major events are expected to attract approximately 125 participants . For each participant we estimate 3 support/family/spectator personnel . Often these accompany the participant vehicle. Average vehicle travel pattern would be three to four trips in and out per day. Overall major event traffic generation would be in the range of 600 to 1000 trips per day; a design value for major events of 800 vpd is used. These events would occur on the order of once a month . Minor events , such a saddle club functions or group training, would generate 20 to 30 percent of major event traffic or 150 to 250 vpd. These could occur on a weekly basis. Mr. Drew Scheltinga Page 6 September 6, 1984 On an "average daily traffic" basis, an 800 vpd event once a month results in about 30 ADT. A 200 vpd event once a week results in about 30 ADT. Since the frequency of event traffic is so low (once a week or less) , the ADT value is a good estimate of roadway wear effect , but understates the traffic volume effect. Once a week, the area will look especially busy; the rest of the time, normal activity. Overall equestrian center traffic over the next several years is summarized below: Outside Boarded Daily Traffic Generated Year Horses Boarded Horses Event Total 1985 10 10 30 40 1986 15 15 30 45 1987 20 20 30 50 1988 25 25 30 55 1989 30 30 30 60 1990 35 35 30 65 1991 40 40 30 70 1992 45 45 30 75 1993 50 50 30 80 1994 60 60 30 90 1995 70 70 30 100 1996 80 80 30 110 1997 90 90 30 120 1998 100 100 30 130 e. Overall traffic expected on primary access roads serving the site, including existing background traffic, trips to/from the residential development, and trips to/from the equestrian center (normal operations plus average event related traffic) is summarized below. Forecast Average Daily Traffic Year Background Residential Equestrian Total WOR 32 WCR 39 1985 200 0 40 240 140 100 1986 205 90 45 340 200 140 1987 210 540 50 800 480 320 1988 215 990 55 1260 760 500 1989 220 1440 60 1720 1030 690 1990 225 1890 65 2180 1310 870 1991 230 2340 70 2640 1580 1060 1992 235 2890 75 3200 1920 1280 1993 240 3340 80 3660 2200 1460 1994 245 3890 90 4225 2335 1690 1995 250 4340 100 4690 2810 1880 1996 255 4890 110 5255 3155 2100 1997 260 5340 120 5720 3430 2290 1998 270 5800 130 6200 3720 2480 Mr. Drew Scheltinga Page 7 September 6, 1984 3. Developer proposes to upgrade the affected County roads according to the following program. a. Maintain WCR 32 and WCR 39 in serviceable conditions from the current end of pavement (WCR 32 east of Platteville, WCR 39 south of WCR 40) to the primary entrance on WCR 39. This includes approximately 7 miles of County road on which the County could avoid any further maintenance expenditure. b. At such time as the County determines it is warranted, WCR 32 and WCR 39 would be upgraded to normal County standard paved sec- tions, capable of accommodating traffic in the 4,000 - 6,000 ADT range . Funds for construction would be realized from four sources. o An escrow fund to which the developer contributes in direct proportion to project development activity. o Net project contributions to road and bridge fund resulting from increased property tax base based on increased property valuation. o Valuation of developer ' s maintenance of County roads in the interim period between project approval and paving of the roads. o Traditional sources of funding including County assessment revenues and HUTF funds. It would be understood and agreed to between County and developer that no road paving expenditures would be made until after it could be assured that no heavy oil/gas drillers traffic would be permitted to damage the roads unless agreements existed with the County and the petroleum companies which provided for their reimbursement of additional required maintenance costs. Sincerely, ARIX, A Professional Corporation Stephen M. Blue, P.E. Manager, Transportation Engineering SMB:kv xc: Morris Burke, Beebe Draw Land Co. Rod Allison, Weld County Planning Services 14 al Carpenter. Cent r svi >>;I r '"rponatiOn Euyene R.Brauer Gordonyehnar ARIX 1r Intact-, Pl inners Rob (Dwyer RobertC.Shreve Dale J.Steichen { Robert0.Thomas •• ra.__... CO • HIierton WY Gary R_Windolph U7 e Lira rn ie,WY . bon CO 1271-133/84 83255.00 September 11, 1984 Mr. Rod Allison Weld County Planning Services Weld County Center 915 10th Street Greeley, CO 80631 Dear Rod: One of the concerns expressed in the initial review of the proposed Beebe Draw Farms P. U.D. dealt with dust control within the development on private roads . As noted in our recent letter to the County Road and Bridge Department the developer proposes to furnish maintenance to both the interior private roads and to portions of adjacent County roads serving the site. We have recommended that waste oil be used as a dust palliative. This would be applied to the roadway surfaces in connection with surface profiling and shaping. .Over the course of several application cycles the top layer of the road surface would retain a large percentage of fines , which would serve as a low strength binder for gravel in the surface material . Loss of fines due to wind and rain erosion would be reduced , providing longer useful life of added surface materials. Such a surface maintenance program should also provide a reasonably uniform and smooth travel surface for routine traffic . Surface failures (potholes) , rutting, washboarding) caused by heavy traffic would be more easily repaired since surface erosion would be retarded. Sincerely, ARIX, A Professional Corporation Ste her(g P.E. P e Manager, Transportation Engineering SMB:kv 800 Eighth Avenue P.O. Box 2021 Greeley, CO 80632-2021 303-356-3930 14 !al Carpenter. ,dent Eugene R.Brauer Gordon W Bruchner ���� r _ Patnco C.Dwyer Robert J.Shreve Dale J.Ste¢ben Robert D.Thomaa Gary R.WmclolpM1 1271-150/84 September 28, 1984 (83255.00) Mr. Drew Scheltinga Weld County Engineer Road and Bridge Department 933 N. 11th Avenue Greeley, CO 80631 Dear Drew: SUBJECT: BEEBE DRAW FARMS EQUESTRIAN CENTER SKETCH PLAN APPLICATION This letter supplements our discussions of September 25 and my letter of September 6 concerning traffic impacts and road improvement requirements associated with the proposed development. Primary objective of the following discussion is to define in preliminary terms some of the quantitative aspects of the proposed road maintenance and improvement program. To summarize the proposed program, the project developer, via the Property Owners Association, agrees to: 1. Maintain portions of the County Road network which are now in gravel until they are paved; and 2. Establish an account, funded by building permit related fees, to be dedicated towards paving these gravel roads at some point in the future. SCOPE OF ANALYSIS The traffic impact assessment concludes that virtually all development related traffic will move to/from U.S. 85 via WCR 32 (west and south) or WCR 39 and 44 (north) . At present, approximately 4 miles of WCR 32 is surfaced, east of Platteville; the remaining 2 miles from WCR 35 to WCR 39 is gravel . Approximately 2 miles of WCR 39 is surfaced between WCR 44 and 40; the remaining 4 miles to WCR 32 is gravel . WCR 38 is gravel . As noted, the developer plans to maintain approximately 18 miles of gravel road within the development, and will have a maintenance crew plus equipment (dump truck, front end loader, road grader, truck mounted tanks, and attachments -- plows, hoist, winch, etc. ) . Apart from the question of equity, it would be impractical for the developer to maintain 800 Eighth Avenue P.O. Box 2021 Greeley,CO 80632-2021 303-356-3930 Mr. Drew Scheltinga Page 2 September 28, 1984 treated surface roads -- the maintenance crew would not be trained or equipped for this. Hence the developer proposes to maintain the portions of WCR 32 and 39 now in gravel . Of the 13 miles of road in question the developer would maintain 7 miles; the County would retain maintenance responsibility for the remaining 6 miles. The immediate effect of this proposal is to remove some 7 miles of County road from County maintenance responsibility, permitting the reallocation of current County maintenance effort to other portions of the overall road system. County maintenance of the paved portions of WCR 32 and 39 would continue as required. Over time, as the gravel portions of WCR 32 and 39 are upgraded to surfaced condition, the County would take back maintenance responsibility. GRAVEL ROAD MAINTENANCE PROGRAM The maintenance program for gravel roads is proposed as follows: 1. Grading, shaping, ditch clean-out once a week per 150 ADT. 2. Application of waste oil or waste oil/diesel mix four times per year at a rate of 0.15 gal/sq. yd. or approximately 10,000 gal/mi . 3. Restoration of road base material at a rate of 6 inches per year per 750 ADT, for a 30 ft. width. 4. Spot repair of localized problem areas (culvert cleanout, more frequent grading at intersection approaches, excavation and replacement of soft spots, etc.) on an as-needed basis. The road grading, oil , and spot repair materials/equipment costs would be borne by the developer. Road base'material would be made available to the developer -- he would furnish transportation from the County materials source area. The grading and shaping work would emphasize cutting out on side ditches and moving material into the roadway, so that over time the roadbed would be widened to a nominal 32-36 ft. between edges of shoulder. This will ultimately permit a 24 ft. treated surface road plus 4-6 ft. shoulders The combination of periodic gravel placement, oiling, spot repair and maintenance of crowned cross-section for drainage should work to develop a stable and strong roadbase over the period of gravel road maintenance. SURFACE IMPROVEMENT PROGRAM Eventually traffic volumes may increase to the point where the frequency of gravel road maintenance functions (grading, new base) becomes so great that it would be more economical to treat the roadway surface. We Mr. Drew Scheltinga Page 3 September 28, 1984 propose that the initial level of upgrading be a 24 ft. wide double surface treatment, followed at periodic intervals by single surface treatments. This would be scheduled for shortly after placement of the last gravel fill lift on a particular section of road, so that a compacted, crowned base is in place. Criterion for initial double surface treatment would be when traffic volume on the road section reached 750 ADT. Supplemental single treatments would be applied at three year intervals or 500 ADT increases (eg. at approximately 1250 ADT, 1750 ADT) . At the point when traffic volume reached 1750 ADT, and other conditions concerning the mix of traffic justified the action (eg. acceptable levels of heavy vehicles) the road would be overlayed with a 2-1/2 lift of HBP, 24 ft. in width. STAGED CONSTRUCTION CONSIDERATIONS The initial grading program, in addition to providing adequate level of service during relatively low traffic volume periods, accomplishes three important things. First, it permits widening of the roadbed in increments to accommodate the ultimate section. Second, the gravel replacement and oiling activities permit development of a smooth profile and adequate crown for ride comfort and lateral drainage. Third, the combined effects of traffic loading and spot repair of soft spots will develop a strong, uniform, compacted base. The interim surface treatment is applied at a point when the road base is in good condition, but requires surface protection from drainage and wear to be preserved . Periodic surface treatment continues to preserve the base and bonds the asphalt to the base. During this period, profile and cross-section adjustments and spot repairs can continue. Paving the roadway occurs at a point when traffic volumes are sufficient to wear down the surface treated road. But by this point, the base will have been compacted, the profile and cross-section developed, and drainage accommodated. Thus the cost of paving is minimized -- place mat, paint center and edge lines. UNIT COSTS AND ALLOCATION The developer will obtain and operate the gravel road maintenance • equipment in any case. Hence an operating cost factor equal to the County value of $50.00/hour is used. The level of effort will be considerably higher than County standards, on the order of 50 hours per mile per 150 ADT annually. In addition to the grader work, the oil dust control/base stabilization will be applied. Mr. Drew Scheltinga Page 3 September 28, 1984 Following summarizes the unit costs of the various maintenance and road improvement items, and the allocations between County and developer. COST ITEM COUNTY DEVELOPER 1. Maintenance of gravel road, cost per mile, 1/wk per 150 ADT, per year o Grading $50/hr, 2 mi/hr (4 passes) 50/2 x 52 = $1,300 - $ 1,300 o Waste oil , @ $0.90/gal . = $9,000 - $ 9,000 2. Fill material , 5,100 ton/mi/750 ADT/yr. o Borrow source $5.30/ton $27,000 o Haul @ $0.15/ton-mile, 15 mi . $11,500 3. Double surface treatment, $2.00/L.F. $2 x 5280 = $10,560 per mile $ 5,300 $ 5,300 4. Single surface treatment, $0.75/L.F. $ .75 x 5280 = $3,960 per mile $ 2,000 $ 2,000 5. Overlay, 2-1/2" HBP $10.50/L.F. $10.5 x 5280 = $55,440 per mile $27,800 $27,800 Maintenance and improvement programs for the two sections of roadway (WCR 32, WCR 39 to site access; WCR 39 to site access and WCR 38) are sum- marized on the following tables. Note that these reflect the maximum rate of build-out, which presents the most conservative estimate of costs. The more likely build-out pace will extend the program over a longer period, and reduce per-year costs. To summarize the overall road program: ° Costs of maintaining and upgrading the six miles of gravel road to ultimate paved status are $1,703,700. The allocation is: - County $869,500 or 51% - Developer $834,200 or 49% Approximate cost per mile to grade, shape, fill and pave a comparable road at one time are approximately $235,000 per mile. Cost per mile of staged construction is approximately $284,100 or 20 percent greater. However, this cost is spread out over a 14 year period, so the time cost penalty for delaying construction is less than 1.5 percent per year. In other words, if current construction funds can be spent on projects with an effective rate of return greater than 1.5 percent it is economically preferable to defer construction to match growing traffic demand, rather Mr. Drew Scheltinga Page 5 September 28, 1984 than build now and have excess capacity. The maximum construction cost for the County in any single year would occur in 1989, in the amount of $186,200; average annual construction cost would be $62,200. Sincerely, ARIX, A Professional Corporation Stephen M. Blue, P.E. Manager, Transportatio rr Engineering SMB:kv xc: Morris Burk Art Uhrich — —C—a-0—o—o-0—o—o—o—o—o—o—o—o--o n 0 0 0 0 0 O O 0 0 0 0 0 0 0 • O CT M M O n .-1 :P) r1 N CO 01 N •-1 n N U N. a w a a a a a a Ia n w a a I- O1 L 01 (---.O N- (---. M CO N LO r M N. n 1 • r-1 CO N. N 01 I1 N M CO LO N. Cr) n CO co E ti rl N Cr) Cr) CO M Cr) a Cct C b9 U O O O O 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 0 0 O 0 O 0 4-) 01 e O n n 4t 1/40 r1 CO .-4 en 0 LO to a a n w a a n w a a w a O N. r1 LO O LO M to r1 L[) 10- Cr) r1 V U r-1 N M in 0 CO d' .-i rl - N 0 Ln cY eti L1 2 ------_—_--_---------_-- --- CC •(- ..- 0 a r r E r E 0 CC LO 0 Ln 0 Lto co 0 0 L O 0 0 0 n_ • . •s al O • O • 0 • O • O • O 0 > ri O r-1 CO r1 O .--1 O r-1 no r•1 CO CO MSI I I I 1 a a I a a I a I UJ W Cl I-LU LU LUM I-LU Jr1 JIB n o N N N Ln O N CO O 0 0 N V) 0 0 J CD CD W CC CD LU J' W O 0 0 0 0 O O O 0 0 CC r LOO r0 LOO CO CD O O 01 0 O O [l CO I .--Il LOCO M tO CO O O LU�(• CO CO .a • a • n a • a I I I 1 I I 1 F-- CO Lt O LO O 00 .-I I. N tO Cr) LO V 0 .ti I. N- Z r1 N M r1 0 2 CC U U W 3 O O O O O O O O O O O r O r O O O 0 r CU EC) E0 EC) EC) EC) EC EC EC E0 EC) EC EC EC) EO O L'Y S -o •--1 M I- N Ol CO LO r-i LO r1 LO —1 O_ (0 LC) a L[) a LO a L a LO a I. a LO a a a a a a a a a O a a a O a a r rl So • N • M - CO• CO • C • Ol • Ot • CV • r1 • N • ri • M • M • . 1 • r N h-i 0 en r1 M .--1 Cr) r1 Cr) N Cr) N N N r1 N .ti .--1 r1 r1 r1 r1 r1 r1 ri ry r1 ti rl r1 cd- a N O 01 2 = J-) W U Ln 0 O C 0 O O 0 0 O 0 0 O 0 0 0 U 3 0 O O O 0 O O O 0 O O O O O 0 0 Z U U1 V 01 0 e e N N N N N 01 IN n n 2 •-- Z = M N N LO r-1 1n en en CO 00 CO O1 n n N. W E .-. M n M N Cr) CO CO CO CO 03 N LO LC) LC) H LO O r101 M CO CO CO Cr) COM V e e e Z • U W tn. 2 E O O O 0 O O O O O O O O O O O O O O 0 0 0 O O i-) LO 01 L1) r1 LO O CO O O N. CO 2 N a a a a a a I a a I O E 0 CO CO O N e LO LO M N r-i no K C O r'i r1 V LO CO r-L e e N CC r1 CO (A o — -----------------`-- — — ------ -- C _ _Cl 2 S E Z 2 E > LOO 00 LOO 00 LOO 00 O I- LU • O • 0 • O • O • O • 0 0 Z > .-I O •-•1 Cr) r-1 O r1 O r-1 n .--I CO CO b 1 I I I I a a I n a I w a I O CL I- CO F- LO F- Cr) F- N J r1 J no N... U VI Ln VI VI ' 7 \N CO CO CO VI Ln O O O O O 0 O O O O O 0 F- O F- O I-- CD F- 0 I- O F- O F- O 0 Ln LO n 01 LO L0) Cr) r1 N CY O 0 LO Ln 01 I I I I I I W OM O CO r1 0 N N M LO e CO r1 0 Cl ri ri e LO CO O d' LO rl M I- O 0 0 O O O 0 O O O 0 O O 0 0 0 e N 0 01 N- LO CO LO 01 CO 0 01 CO Q r1 r1 M LO LO CO O N V 0 CO r-i N V r1 r1 r1 ri .-i N N V i LO LO N. CO 01 0 r1 N CO e LO 0 N. CO A CO CO 00 CO CO 01 01 01 01 01 01 01 01 01 a) 01 01 01 O1 01 C11 01 01 O1 01 01 Cl 01 01 >- JP roi .--I r1 . i ri .--I ri -1 .-y r1 ri ri .--1 +) O 0 O O O O 0 0 O 0 0 0 0 0 0 N O 0 0 0 O 0 O 0 0 0 0 0 0 co 0 o CO N. LO 0 N N N W LO LO LO LO L() Lc) Lo 0 • a a . a a a a .-r LD In N NJ CO al O' 0 :O 'D 0 CO 0 LO • N 7 a) IN. 7 7 7 O 7 7 7 7 7 Cr Cr 5 69 .--I N N NJ M M M CO M M co M r 0 O O 0 0 0 O O O 0 O0) 0 0 0 0 0 t N 0 0O co 7a-1 I 1 I I I O N N cr N. N.0 7 Cr) ) r LIr) r E Vi 7 2 - __-___-—_—.1 0 a a a E E a 0 '-r 0 0 LO 0 O O LO 0 0 0 0O 0 a_ 0 .Y )0 I I I N L.O :-4 0 N O .-1 0 N L0 •--I IN as a a a a I I I I I LLI 0.. 1- O H c0 I— 7I- co J LL) J .--I a d v) r-I N Cn N \LO ' 7 N 0 CO OO (/) Cl) 0 0 S J O O CC > 0 y 0 O 0 0 0 O 0 0 2' r F- in HC) F- O HO HO CL r• N. O O) M NCO L n M 7 r r I I I I I I I I I I-- CO LL. 00 00 CV LO MO Cna) el Z .--I N 7 M N W CC E 0 w 3 0 0 O .-. 4) E L0 E 50 60 60 0 IY L -o N 0 c0 in .-r N 0. .0 LO a LO a LO a LO a LO a I I I I I I I I 1 a E 4') i • CO . LO • M . Ln • LO Ln 0 M.--1 M .-1 MN MN MN T .-r O _ _ -_--__-_--- 2 N M 4..) LLl v1 0 0 0 0 O O O 0 0 0 0 0 0 0 0 U z 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 3 0 0) N LO N. v) Ln Ln .-i CO CO CO W o3 CO CO 2a aZ • 03 M N I- n .-I Cr O r-r rH r. rr rr .-1 w I-r E r-I 7 O O 0 rr r4 I� r-1 r-I rr . I r-I .-r I- S' = .--1 N M CO M Cr) 7 - 7 7 7 7 V' Z 0 4 -I 0 2 a 0 O 0 O 0 0 0 0 0 0 +.) T Cr) 7 -O CO 0 0 c00 O^ I I I I I 0 a o O 7 al in a) 7 M Ln rr 2' 2 0 -I N tan 0 al La 7 r rr O b* p - _—___—__ ____—_�--_—__-__-___ r r 1 r r . 0- a a a a a £ >- 00 Lao 00 Ln 0 00 La 0 0 O O Z > N LD I-, O N O rr O N LO .-I IN n 0 e I I I a a a a I I I I I a 0 n. I-- O I- CO I- 7 I- el J LO J .-, CV 0 N .--I N N N \LO \7 N Q Q V) N 0 0 0 Ho 1- 0 I- O I- O F- 0 0 j**-.. Ch O) M N7 LO LO 7CO cn I I I I I I I I I L.L. (0 W O 41 N O) CO 7 M 4-.1GO r-1 N LO CT T CO I- 0 0 0 0 0 0 0 0 0 Ln O Ln 0 O O ct O W 0 CO .-1 CO N 0 CO r-1 LO CO N 2 .-I N 7 n O Cr) LO O) N M CO .-r 7 N .-r -. .-r .--I N N N M M M L Ln 'D N. CO 0) 0 rr N CO 7 LO 0 n CO .O CO W CO CO CO O) 0) 0) m O) 0) a) O) O) CI) a CT) rn a) CM rn as CT) ON rn rn CM rn 0) Y r r rr rr r-I r-1 r - r♦ - rr - r N STATE OF COLORADO DIVISION OF HIGHWAYS \ P.O. Box 850 g���q4�, Greeley, Colorado 80632-0850 (303) 353-1232 8.11 September 19, 1984 Weld Co., Off-Systems Beebe Draw Farms and Equestrian Center Mr. Stephen M. Blue, P.E. 6 Mi. E. of Platteville ARIX 800 Eighth Avenue DOH File 45100 P.O. Box 2021 Greeley, CO 80632 Dear Mr. Blue: Thank you for your September 6, 1984, letter regarding the proposed Beebe Draw Farms and Equestrian Center. The projected traffic impact of this project on State Highway 85 should not significantly affect this four-lane divided highway. However, it is possible that the Weld County Road 32 intersection at S.H. 85 in Platteville will eventually warrant a traffic signal due to traffic generated by this development. We recommend that a traffic study be done to determine whether this development will cause this intersection to warrant a signal. Please keep us informed about any future impacts on this project in relation to the State Highway system. Very truly yours, ALBERT CHOTVACS DISTRICT ENGINEER / / ,;;;_e_. William F. Reisbeck :District Pre-Construction Engineer WFR:mbs cc: A. Chotvacs File: Crier-Jacobson 14 al Carpenter. dent Frr t—)l I t rporation Eugene R B uer obe . er ARIX RShreve (urine.; M .cL F n,5 htl�nois Patrick C.Dwyer Robertrt C SM1 reve eve Dale J.Stebnen Robert D Thomas ,r< <y. CO A'vrrto n.`PJY Gary R.WtndolpM1 Tnn`,. Ui rnnle.VJY ,.and J •rr•ln (C) 1271-128/84 (83255.00) September 6, 1984 Mr. Albert Chotvacs, District Engineer Colorado Department of Highways District IV P.O. Box 850 Greeley, CO 80632-0850 Dear Mr. Chotvacs: ARIX is providing engineering and planning services to Beebe Draw Land Company, developers of a planned equestrian/recreation/residential project located east of Platteville in Weld County ( see enclosed vicinity map) . At full buildout, the project is proposed to include a maximum of 600 single family units, 100 condominium units and an equestrian center. The latter would provide regular boarding, training and practice facilities, and would host riding events. Primary regional access to/from the project would be via Weld County Road 39, to the north, and WCR 32, to the west and south . Total average daily site generated traffic at full development, projected no sooner than 1998, is estimated to be 6,200 vehicles per day. We estimate the directional orientation of this would be approximately 60% to/from the west and south, and 40% to/from the north . Although the project does not directly access a State highway, site traffic would use U.S. 85 via existing county roads and access points. Additional site related traffic would be approximately 3, 720 vpd on U. S. 85 northbound and southbound south of Platteville, and 2,480 vpd on U.S. 85 northbound and southbound north of Gilcrest . Using peak hour factors of 12 percent of ADT in the peak hour, and 70 percent of the peak hour in the peak direction, could thus increase traffic on U.S. 85 by up to 310 vehicles per hour in the peak direction by 1998. X00 Eighth Avenue P.O. Box 2021 Greeley,CO 80632-2021 303-356-3930 Mr. Albert Chotvacs Page 2 September 6, 1984 We would appreciate learning of any comments or concerns the Department of Highways may have concerning this project . Please contact me directly should you have any questions or require further information. Sincerely, ARIX, A Professional Corporation ≤eph M. Blue, P.E. Manager, Transportation Engineering SMB:kv xc: Rod Allison, Weld County Planning Services Morris Burke, Beebe Draw Land Co. @ S Leonard Rice Consulting Water Engineers, Inc. Leonard Rice Leslie H. Botham (303) 455-9589/2695 Alcott Street /Denver, Colorado 80211 August 29 , 1984 Mr . Morris Burk Beebe Draw Land Company , Ltd . 1551 Larimer Street Suite 2706 Denver , Colorado 80202 Dear Morris : This letter report summarizes our office investigation of the coal resources that occur in the Upper Cretaceous Laramie Formation beneath the Beebe Draw Land Company property , east of Platteville , Colorado . The Laramie Formation is approximately 300 to 400 feet thick below the property and gradationally overlies the Upper Cretaceous Fox Hills Formation . The lower 300 feet of the Laramie Formation is known to contain economically significant coal seams in numerous locations throughout the Denver Basin . The Beebe Draw Land Company property is located in part or all of Sections 2 , 3 , 4 , 5 , 8 , 9 , 10 , 11 , 14 , 15 , 16 , 17 , 22 and 23 of Township 3 North , Range 65 West . The property is outside the limits of the Boulder -Weld coal field . In this part of the Denver Basin the coal zone within the lower Laramie Formation is within 200 feet of the ground surface . A number of coal exploration drill holes have been drilled to the north and east of Township 3 North , Range 65 West . Most of the drill holes did not penetrate economically significant coal seams (greater than 5 feet thick ) . However , the data do indicate that a number of small non -contiguous areas to the east and south of Township 3 North , Range 65 West , are underlain by Laramie coal beds that are five feet thick or greater ( Kirkham & Ladwig , 1979 ) . At the Kingsburg Strip Mine , owned by Coors Energy Company and located in Sections 25 , 26 , 35 and 36 , Township 3 North , Range 64 West , coal is currently being mined from a five to eight foot thick coal seam beneath 60 to 160 feet of overburden . This is the only coal mine presently operating in Weld County . The mined coal is of subbituminous to bituminous grade . Our investigation has revealed that two coal exploration drill holes have been drilled in Township 3 North , Range 65 West . These are located in Sections 18 and 19 , less than one mile from the Beebe Draw Land Company property . Neither of these exploration holes indicates theexistenceof economically significant ``0 EN Hydrology • , Water Rights a A Environmental Analysis Urban Drainage eau w C Mr . Burk August 29 , 1984 Page 2 coal seams ( greater than five feet thick ) . It is not known if these two exploration holes penetrated the entire Laramie Formation . Currently , there are no areas within Township 3 North , Range 65 West , that are known to be underlain by Laramie coal beds that are greater than five feet in thickness . Please feel free to call if you have any questions or comments . Very trul yours , Li I RD IC CO SULTING WATER ENGINEERS , INC . ichael fireman Ground -Water Hydrologist ii MW/kam 685BDL01 Enclosure Leonard Rice Consulting Water Engineers,Inc. REFERENCES Tones , D . C . , Schultz , J . E . , and Murray , D . K . , 1978 . Coal Resources and Development Map of Colorado , Colorado Geological Survey Map , Series 9 . Kirkham , R . M . , and Ladwig , L . R . , 1979 . Coal Resources of the Denver and Cheyenne Basins , Colorado , Colorado Geological Survey Resource , Series 5 . Rushworth , Peter , Kelson , Bruce S . , and Ladwig , L . R . , 1984 . Directory and Statistics of Permitted Colorado Coal Mines , 1983 , Colorado Geological Survey Map , Series 23. 685BDL01 Leonard Rice Consulting Water Engineers,Inc. 16 LIST OF MOST IMPORTANT ITEMS THAT WILL BE INCLUDED IN THE COVENANTS AND DEED RESTRICTIONS. 1. MANDATORY MEMBERSHIP IN THE PROPERTY OWNER'S ASSOCIATION REQUIRED AT THE TIME OF PROPERTY PURCHASE. 2. ASSOCIATION ASSESSMENTS TO CREATE A LIEN ON THE PROPERTY BEHIND WELD COUNTY TAXES. 3. NO RESUBDIVISION OF ANY HOMESITES. ONLY ONE HOME TO BE BUILT ON ANY SITE. 4. NO MOBILE HOMES OR RESIDENTIAL TRAILERS PERMITTED. 5. NO LIVING ON ANY SITE IN RECREATIONAL VEHICLES OR CAMPERS. 6. NO PERIMETER FENCING OF ANY HOMESITE. 7. NO GRAZING OF ANIMALS ON HOMESITES, TRAILS OR GREEN BELTS. LAND MANAGE- MENT POLICIES OF THE SOIL CONSERVATION SERVICE MUST BE ADHERED TO. 8. SET BACKS: a) FRONT, REAR AND SIDELINE: 50' FOR HOUSE b) PADDOCK AND STABLE BUILDING OR FENCING: 50' FROM SIDELINES, 20' FROM REAR LINE (ON GREEN BELT) 9. MINIMUM HOME SIZE : 1500 INTERIOR SQUARE FEET, NOT INCLUDING PORCHES, STEPS OR GARAGES. (SEE LANDSCAPING CONTROLS FOR PATIO SIZE) 10. PADDOCK AND STABLE AREA LIMITED TO A MAXIMUM OF 5% OF THE TOTAL LOT AREA. 11. MAXIMUM HEIGHT OF BUILDINGS: 2 STORIES. 12. ARCHITECTURAL AND AESTHETIC STANDARDS AND CONTROLS TO BE ADMINISTERED BY THE ARCHITECTURAL REVIEW COMMITTEE OF THE PROPERTY OWNERS ASSOCIATION. 13. LANDSCAPING STANDARDS AND CONTROLS - SEE PROFESSIONAL DESIGN SERVICES REPORT. 10 14. NO OUT BUILDINGS WILL BE PERMITTED EXCEPT STABLE AND PADDOCK. 15. NO UNHOUSED MAINTENANCE EQUIPMENT CAN BE PARKED ANYWHERE WITHIN THE P.U.D. 16. NO SUBORDINATE OR ANCILLARY USES OR USE BY SPECIAL REVIEW OTHER THAN THOSE PERMITTED IN THE P.U.U. ZONE. 17. DOGS MUST BE CONTROLLED AT ALL TIMES. 18. NO MOTORIZED VEHICLES (OTHER THAN MAINTENANCE VEHICLES) WILL BE ALLOWED OFF ROADS. 17 OPERATION AND FINANCIAL RESPONSIBILITIES PROPERTY OWNERS ASSOCIATION THE I3EEBE DRAW FARMS AND EQUESTRIAN CENTER DEVELOPMENT LS HEAVILY ORIENTED TOWARD RECREATIONAL FACILITIES, GREEN BELT RECREATIONAL AREAS, AND COMMON OPEN SPACE. IT WILL BE PLATTED WITH PRIVATE ROADS. THE EQUESTRIAN CENTER WILL BE BUILT BY THE DEVELOPER AND WILL BE DEEDED TO THE ASSOCIATION FREE AND CLEAR ALONG WITH THE OTHER ASSETS LISTED BELOW, AND THESE ASSETS WILL BE OWNED, CONTROLLED AND OPERATED IN PERPETUITY BY THE PROPERTY OWNER 'S ASSOCIATION. OWNERSHIP BY THE PROPERTY OWNERS ASSOCIATION WILL INCLUDE: 1. THE ROADS, RIGHTS-OF-WAYS, UTILITY AND RECREATIONAL EASEMENTS. APPROXI- MATELY 170 ACRES. 2. THE GREEN BELT AREAS, RIDING TRAILS, RECREATIONAL AREAS AND COMMON OPEN SPACES. APPROXIMATELY 3000 ACRES. 3. THE EQUESTRIAN CENTER FACILITIES. SEE FIGURE 17. 4. THE WATER RECREATION FACILITIES. SEE FIGURE 14. 5. CENTRAL WELD COUNTY WATER DISTRICT HAS PROPOSED TO FURNISH WATER TO THE DEVELOPMENT, INCLUDING THE INSTALLATION OF REQUIRED FIRE HYDRANTS, WATER DISTRIBUTION AND MAINTENANCE OF THE SYSTEM. 6. FIRE PROTECTION WILL BE HANDLED JOINTLY BY THE PROPERTY OWNERS ASSOCIA- TION, WHIC-H WILL FURNISH AND MAINTAIN SOME EQUIPMENT, AND THE LASALLE FIRE DISTRICT. HOW OWNERSHIP OF FACILITIES IS TO BE ACQUIRED BY THE PROPERTY OWNERS ASSOCIATION THE DEVELOPMENT IS PLANNED TO BE COMPLETED IN SIX PHASES, EACH PHASE CONSIST- ING OF A FILING OF APPROXIMATELY 100 HOMESITES. 1. THE ROADS WILL BE INSTALLED PROGRESSIVELY IN EACH PHASE AS THE PLATS ARE FILED. COLLECTOR ROAD FROM WCR 39 WILL BE PLATTED AND DEEDED TO THE PROPERTY OWNERS ASSOCIATION WITH THE FIRST FILING. ALL OTHER ROADS WITHIN EACH FILING WILL BE DEEDED TO THE PROPERTY OWNERS ASSOCIATION IN CONJUNC- TION WITH THE RECORDING OF THAT FILING. 2. THE EQUESTRIAN CENTER FACILITIES, WITH ACCESS ROADS, AND THE INITIAL PHASE OF THE WATER RECREATION FACILITIES WILL BE CONSTRUCTED BY THE DEVELOPER AS PART OF THE FIRST PHASE OF BEEBE DRAW FARMS AND EQUESTRIAN CENTER AND WILL BE DEEDED TO THE PROPERTY OWNERS ASSOCIATION FREE AND CLEAR OF LIENS OR ENCUMBRANCES. 3. THE REMAINING GREEN BELT, RECREATION, AND OPEN SPACE AREAS DESIGNATED ON THE MASTER DEVELOPMENT PLAN AS APPROVED BY WELD COUNTY, WILL BE DEEDED TO THE PROPERTY OWNERS ASSOCIATION AS THE PLATS ARE RECORDED FOR EACH SUBSE- QUENT PHASE. OPERATION THE PROPERTY OWNER 'S ASSOCIATION WILL BE INCORPORATED AS A NON-PROFIT PERPE- TUAL ASSOCIATION. IT WILL OPERATE UNDER THE AUTHORITY AND IN ACCORDANCE WITH THE COVENANTS AND DEED RESTRICTIONS, BY-LAWS AND RULES. MEMBERSHIP WILL CONSIST OF ALL PROPERTY OWNERS, AND WILL BE MANDATORY WITH THEIR PURCHASE OF PROPERTY. THE BOARD OF MANAGERS, ELECTED BY THE PROPERTY OWNERS, WILL ADMINISTER THE OPERATION AND MAINTENANCE OF ALL THE COMMONLY OWNED PROPERTY AND FACILITIES, INCLUDING THE ROADS, WITH FUNDS PROVIDED BY ANNUAL ASSESSMENT AGAINST EACH TRACT IN ACCORDANCE WITH AN OPERATING BUDGET TO BE ADOPTED EACH YEAR. THE DEVELOPERS MUST PAY THE ASSESSMENTS ON ALL UNSOLD TRACTS. UNPAID ASSESSMENTS WILL CREATE A LIEN AGAINST THE OWNER 'S TRACT SECOND ONLY TO WELD COUNTY TAX LIENS AND ANY WATER DISTRICT ASSESSMENT. THE BOARD OF MANAGERS WILL BE CHARGED WITH THE RESPONSIBILITY OF STRICTLY ENFORCING THE COVENANTS, DEED RESTRICTIONS AND BY-LAWS. THEY WILL BE EMPOWERED TO UTILIZE ANY REQUIRED LEGAL ASSISTANCE TO PERFORM THIS RESPONSIBILITY. THE EQUESTRIAN CENTER, WHICH WILL BE OWNED BY THE PROPERTY OWNER'S ASSOCIA- TION, WILL BE LEASED BY THE ASSOCIATION TO A QUALIFIED OPERATOR FOR A RENTAL SUFFICIENT TO COVER ALL TAXES, UTILITIES, MAINTENANCE AND DEPRECIATION. THE DEVELOPER WILL LEASE THE FACILITIES FROM THE ASSOCIATION FOR THE FIRST FIVE YEARS SO AS TO GET IT STARTED PROPERLY. THEREAFTER, ANY LEASES WILL BE AT THE DISCRETION OF THE ASSOCIATION. THE ASSOCIATION WILL FORM AND SUPPORT A VOLUNTEER FIRE DEPARTMENT TO FUNCTION UNDER THE LASALLE FIRE DEPARTMENT. THE ASSOCIATION WILL MAINTAIN A CONTRACT, AS COOPERATOR, WITH THE SOIL CONSER- VATION SERVICE WHICH WILL PROVIDE GREENBELT MANAGEMENT POLICIES TO PREVENT EROSION AND PROTECT THE EXISTING ENVIRONMENT. FINANCIAL RESPONSIBILITIES OF DEVELOPERS AT THE TIME THE FIRST FILING IS RECORDED; 1. THE DEVELOPERS WILL FURNISH TO THE PROPERTY OWNER 'S ASSOCIATION THE FOL- LOWING EQUIPMENT: A) 1. ROAD GRADER WITH SNOW PLOW; 2. DUMP TRUCK WITH SNOW PLOW AND SNOW BLOWER ATTACHMENT; 3. BACK-HOE LOADER; 4. PICK-UP TRUCK; 5. A PUMPER, OF A TYPE TO BE DETERMINED, FOR USE BY THE VOLUNTEER FIRE DEPARTMENT UNDER THE CONTROL AND DIRECTION OF THE LASALLE FIRE DISTRICT. 2. SITES WILL BE SET ASIDE FOR A FIRE SUBSTATION AND FOR A SCHOOL SIZE, TO BE DEEDED TO THE PROPER AUTHORITIES WHEN REQUESTED. 3. THE DEVELOPERS WILL PAY TO THE ASSOCIATION THE ASSESSMENTS ON ALL UNSOLD TRACTS. RESPONSIBILITIES AND DUTIES OF THE PROPERTY OWNERS ASSOCIATION 1. COLLECT ASSESSMENTS AND MAINTAIN TRUST FUNDS. 2. MAINTAIN ROADS INCLUDING SNOW REMOVAL, AND INCLUDING OBLIGATIONS TO WELD COUNTY FOR AGREED ACCESS ROADS. 3. PERFORM DUST CONTROL PROGRAM AS AGREED WITH WELD COUNTY. 4. MAINTAIN FIRE EQUIPMENT STATIONED ON PROPERTY AND PROVIDE PAID DRIVER. 5. ORGANIZE VOLUNTEER FIRE CREW UNDER LASALLE DISTRICT. 6. ENFORCE COVENANTS AND RESTRICTIONS. 7. MAINTAIN RECREATIONAL FACILITIES, RIDING TRAILS AND GREEN BELTS. 8. PROVIDE LIABILITY INSURANCE UMBRELLA FOR ACCIDENTS AND PERSONAL INJURY. 9. LEASE EQUESTRIAN CENTER TO COMPETENT OPERATOR. 10. ENFORCE BY-LAWS AND RULES AND REGULATIONS. 11. PERFORM UNDER ANY OTHER AGREEMENTS BETWEEN BEEBE DRAW FARMS AND WELD COUNTY. 12. MAINTAIN A COOPERATOR 'S AGREEMENT WITH THE PLATTE VALLEY SOIL CONSERVATION DISTRICT AND THE U.S. SOIL CONSERVATION SERVICE. Hello