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Home My WebLink About780301.tiff RESOLUTION RE: RESCINDING THE RESOLUTION DATED MARCH 6, 1974 APPROVING A SPECIAL USE PERMIT FOR ROBERT JENSEN REGARDING A GRAVEL PIT OPERATION. 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, on March 6, 1974 , Robert Jensen of Waverly Homes Inc. , 4643 Wadsworth Blvd. , Wheat Ridge, Colorado, applied for and was given approval by the Board of County Commissioners of Weld County, Colorado, fora Special Use Permit to locate a gravel pit operation on property more particularly described on the attached Resolution which is incorporated herein by reference, and WHEREAS, due to the approval of Special Use Permit No. 345: 77: 19 on February 22 , 1978 for the same location, the Board of County Commissioners deems it advisable and in the best interest of Weld County to rescind the aforementioned Resolution of March 6, 1974. NOW, THEREFORE, BE IT RESOLVED by the Board of County Com- missioners of Weld County, Colorado, that the Resolution dated March 6 , 1974 approving a Special Use Permit for Robert Jensen be, and hereby is , rescinded. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 22nd day of February, A.D. , 1978. BOARD OF COUNTY COMMISSIONERS ATTEST: illilat).4- 6L,CretkiMitetra WELD COUNTY, COLORADO Weld County Clerk and Recorder ! L ,, ____ Clerk to th o d ( r-Z/lX1)r-•-/ /~.-21.,0gWZ y: ; eputy Coun y Clerk ,..,/,': ?" -‹ r ti;4( �,''_''(�' ,--�1 A P V AS TO F_O. J p �7 A . 4-6 County Attorney PL0767 780301 , Date Presented: March 6 , 1978 a - �,� .c I Y ) _: ;, ! OFFICE OF THE PLANNING COMMISSION e , i�, ,,. - _ Gary Z, Fortner JCIDIMXoWDUN av ',\ v ) PLANNING DIRECTOR e7 +' PHONE (303) 353-2212 EXT. 227, 228 ' ' 1516 HOSPITAL ROAD au;i',: :a , lr"4 GREELEY,COLORADO 80631 ® COLORADO October 6, 1975 Robert Jensen c/o Amuedo, Ivey & Elliott Doeringsfeld United Minerals Corp. 666 Niver Avenue Denver, Colorado 80200 Re: Pt. NE4 NE4 Sec. 9 & Pt. NW4 NW4 Sec, 10 & Pt. SW4 NW4 Sec. 10 & Pt. SE4 Sec. 3 & NW4 & W'2 NE4 Sec, 10 T5N R65W Dear Mr, Jenson: The Weld County Board of County Commissioners approved your request for an Agricultural Unit Development (Special Use Permit #231 ) on the above referenced property on March 4, 1974. To date, the accompanying plat has not been recorded. The recording fee for this plat is $10.00. Please send a check in this amount to the Weld County Planning Commission, so this can be recorded as soon as possible. The check should actually be made payable to the Weld County Clerk and Recorder. Upon receipt of this check our office will forward it and the plat to the Clerk and Recorder's Office. Thank you in advance for your attention to this matter. 'j, / Sin .ely, ,( •r s Thomas E. Honn Zoning Administrator .jsm WELD COUNTY COMMISSIONERS VICTOR JACOBUCCI GLENN K. BILLINGS ROY MOSER .IORADO DIVISION OF MINES Phone: 892-3401 1845 Sherman Street Department of Natural Resources Denver, Colorado 80203 Date Aft'/L /C1 /7.74 From: t3E-w CiI�"�i�'`'f?/LC F7 LC: Subject: UN/TES ,-4////6-72-4 3 '\/ ✓��, Lt_1-mss�2� C�'/�� 'Z'�, � J� L � e f2 LC .‘).-67:e:7 `-czt/e--e)-7-L_ CLa-77 /th 2J BM 68 (Rev. 03-73) `'� � L � R rE D ,APR 8 i�7n l_- - .__ 4643 WADSwORTH BLVD • WHEATRIDGE. COLD. 80033 PHONES. 422-4931 . 422-0911 April 5, 1974 Colorado Bureau of Reclamation Division of Mines Room 215, 1845 Sherman Street Denver, Colorado 80203 Re: United Minerals, Ltd. , Application for permit to operate open mining Gentlemen: In reference to the above referenced application for a gravel extracting permit, submitted December 28, 1973: At this time the permit has not bcen issued, and therefore we request that you cancel our application and re- fund the permit fee of $1280.00. Very truly your Robert K. Jensen, President Waverly Homes, Inc. RKJ/bw f Y • , f = t •• • s , . 9-7< RECEIVED - >>. URS / THE KEN R. WHITE COMPANY 4 .; t w . Mailing Address P 0 Drawer 6218 - Denver, Colorado 80206 "- ^+ G.,_S 3955 East Exposition Avenue - Suite 300 • Denver, Colorado - 303/744-1861 A URS Systems Affiliate February 19 , 1974 United Minerals, Ltd. 4643 Wadsworth Wheatridge, Colorado 80033 Attention: Mr. Robert Jensen Re: Extended Flood Plain Analysis Cache La Poudre River KRW No. : 4037 Dear Mr. Jensen: The attached report prompted by findings of an earlier study, is submitted as supplementary thereto and deals with the effect of two alternate dike locations on the existing flood profile. Placing the dike away from the river and diagonally across the property has a lesser effect on the existing profile than modi- fying the south bank but in so much as the dike is still located in the flood plain a certain amount of channelization will be required to accommodate the displaced flow. We trust your planning needs will be met by this additional information. Very truly yours, URS/THE KEN R. WHITE COMPANY Ben Urbonas, P.E. Project Manager BRU/SMcG:kjh Attachment: Extended Flood Plain Analysis EXTENDED FLOOD PLAIN ANALYSIS CACHE LA POUDER RIVER (EAST GREELEY) for UNITED MINERALS, LTD. by URS/THE KEN R. WHITE COMPANY DENVER, COLORADO February, 1974 EXTENDED FLOOD PLAIN ANALYSIS This extended study of the flood profile of the Cache La Poudre River east of Greeley, Colorado, has been pro- vided for the use of United Minerals, Ltd . ; Wheatridge, Colorado. Earlier studies revealed that diking the south bank adjacent to the river would substantially alter the flood plain as calculated by the U. S . Army Corps of Engineers for a 100-year flood (approximately 10 , 000 cfs) . In an effort to maintain the existing flood profile as estab- lished, it was concluded that placing the dike on the south bank would require extensive channelization to accom- modate the displaced flows, and that locating the proposed dike farther from the river and out of the flood plain where possible should be considered . The flood plain boundary resulting from the dike along the south bank is included in this report as figure number 1 . Two alternate dike alignments were proposed and the report extended to provide an analysis of the flood plain with the dike structures relocated. The proposed dike loca- tions were identical except that for alternate number one the dike was placed along the north edge of an exist- ing pond and for alternate number two the dike was located along the southern edge, as indicated on figure number 2 . -1- In so much as both routes produced very similar mean sur- face level, and due to the somewhat more desirable location of the northern route, the dike location for alternate number two should be dropped from consideration. Locating the dike away from the river as originally pro- posed and diagonally across the property results in a flood profile only slightly higher than the mean water surface level calculated for the existing flood plain. This route, in conjunction with approximately 1, 200 feet of channelization between sections 20 and 24 , and a sec- ondary channel adjacent to the dike between section 24 and 25 produced a profile at or near that of the existing basin (figure number 3) . The backwater curves calculated for the various conditions are summarized in Table 1 . Although the secondary channel assumed between sections 24 and 25 is somewhat excessive and could be reduced in width, alternate route number one with channelization offers the most satisfactory solution. It is also contin- gent on re-aligning and widening the river between section 20 and 24 and clearing the area between the proposed dike and the river of all trees and obstructions. The exact location of the secondary channel is unimportant and the location near the dike permits convenient use of the mat- erial removed from the secondary channel for the construc- tion of the dike. For study purposes, the river was widened -2- TABLE I MEAN WATER SURFACE (100-Year Flood) SEC . EXISTING MODIFIED ALT. ALT. ALT. NO. 1 NO. CORPS* KRW* BANK NO. 1 NO. 2 w/CHANNELIZATION 15 4613 . 6 4613 . 6 4613 . 6 4613 . 6 4613 . 6 4613 . 6 16 4615 . 6 4615 . 9 4615 . 9 4615. 9 4615 . 9 4615 . 9 17 4617 .1 4618 . 2 4620 . 2 4618 . 1 4618 .1 4618 .2 18 4617 . 4 4618 . 4 4622 . 8 4618 . 0 4618 . 0 4618 .3 19 4619 . 0 4919 . 4 4623 . 8 4619 . 2 4619 .2 4619 .3 20 4620 .1 4620 .3 4624 .3 4620 .1 4620 .1 4620 . 0 22 4621 . 5 4621.7 4624 . 8 4622 .1 4622 .1 4621.1 23 4622 . 5 4622 .7 4625 . 6 4624 . 0 4624 . 0 4622 . 8 24 - 4623 .7 4626 . 5 2624 . 8 4624 .7 4623 . 6 25 4626 .3 4626 .1 4627 . 5 4626 .3 4626 . 0 4624 . 5 26 4627 . 5 4627 .3 4628 . 0 4627 .2 4627 . 0 4625 . 9 27 4628 . 1 4628 . 4 4629 . 0 4628 . 4 4628 .3 4628 .1 30 4630 .1 4630 .4 4630 .7 4630 . 5 4630 . 5 4630 . 5 * Taken from previous reporting. -3- to approximately 140 feet and the width assumed for the secondary channel was 100 feet with a bottom elevation 1 foot higher than the existing river bottom at that section. Complete site development with the proposed ultimate gravel removal from the site should result in a substantially more efficient flood plain. This will further reduce the flood inundation areas in the future. It is therefore concluded that implementing the flood plain development as shown on figure 3 will result in no additional (and possibly less) flood hazard along the affected reach of the stream. It is recommended that the recommended dike be constructed with a minimum freeboard of two feet above the flood ele- vations shown at each cross section to insure against flood damage to the railroad tracks. `"`' R. URI'�, Prepared by: ) 'a Ben Ur onas, P .E. f /d(4,,(// C46/4". /� OF (;Uy;� Stu McGuire , P.E. 41 -4- s cc: resolution rescinding SUP .7'.A' O , C..3[.':sli�AC - CLv c dACIE I� �Ulfi3Ef�— • - C;yT RD I.d'4EC:?AIIII L MIL — — (See Reverse) SENT TO Robert Jensen c/o Waverly _ . STREET AND NO Homes 4643 Wadsworth Blvd Ca • SENDER Complete Items 1.2,and�P O STATE AND ZIP CODE o Adreve your address in the "RETURN TO" space on Wheatridge, Co. 80033 se. POSTACE S 1. The following service is requested (check one). el al CERT,FI ED FEE 0 z ® Show to whom and date delivered 250 SPECIAL DEl IVERV 5 Show to whom,date,&address of delivery 450 ig q RFSTRCTEDDELIVERY ORESTRIC1ED DELIVERY. !s 'TIT 1 Sq.!ro r.Ho 1 ANDShow to whom and date delivered 854E R 5' DATE I):LI:EC`0 C RESTRICTED DELIVERY. =) Show to whom,date,and address of delivery ..$1.05 o LI L-I sHoa To T.HO'.1,DATE, (Fees shown are in addition to postage charges and other ca 4 A'))ADDT,SS0T C P g g 0 .� Ei DELIVERY fees) EL 0 t) SHOW TO V,H0`1 AND DATE --- J ,t CK DELIvE RED I,ITHRESTRCTED CI 2. ARTICLE ADDRESSED TO: (.9 U a DELIVERY c Robert Jensen c/o Waverly TO WH0'3,DATE AND Y U 4 ADDRESS OF DELIVERY WITH Z 4643 Wadsworth Blvd. y RESTRCTEDDELIVERY Wheatridge Co. 80033 m TOTAL POSTAGE AND FEES $ m 3. ARTICLE DESCRIPTION: r. PO3TMaRKCRDATO REGISTERED NO. CERTIFIED NO. INSURED NO. 0. m I637317 I . 3778/ / 1 (Always obtain signature of addressee or agent) co mm I have received the article described above. co fl m SIGNATURE O Addressee �o O Authorized agent a. z (0 m DATE OF DELIVERY ` POSTMA O - p 5. ADDR S (Co/nPlete only if requested '�, i` ri T1 m 6. UNABLE TO DELIVER BECAUSE: CLERK'S O �� iptTIALS > SUP Rescinded 3/6/73 r GOP 1976 O 203-456 Y,• • • • 4+ee• • • URS/ THE KEN R. WHITE CDM.PANV E 3955 F -XPOSI ICN -OX ';2.8 [ F LORADO 8020 HHILH I FLOOD PLAIN STUDY UNITED MINERAL , LTD . AtteS 06714 t 1:::4,744%*zti xA x. ".c'¢, 7}t" ; x{1,:,,,, •: .F,'y "+'�l. . Al*:`,A" i3«! it eL;y' ♦'4t,"''.{v1L'KSS k yy YY""44�' t4 ;. eL�'.: Att. Z K 44 X ti Xl L t♦y ,,t f5.,t,3.4t'5 t '44:.„7.:...:'," ' +F t r L+3= Y xY +. �T., b k ; L r X + Y t> <4'^t„ ;4-it ;E Y . +'a ate,, M k. 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II f 1 �kk • • hk !�`; ,F,N4 v t h�% .,..,..-./t �yX LvitYy R 4.{ � , a k •4�,r.: •:,*�' i F'z'Fd. Y,n'1:‘„,..,,,;.:.:,:2.4\,-.‘&•• i-. '5>i 5 a. Lar " r t _§4. ^t ;b d t RYe ^,41 < J Sc +w. r. ;y9c 4 M1? lY �• � �i,+ F � - s t q .- Y t ?r • , --:-X-..- ky tzm` v x a ''t ''' 't "t, 3--‘,-,. .,-***.'z'::" • .•x. ••,:.>41:::,, ,,, .-," .;.,v, ..., ,..../..i. ".•:•.,"'4L. y : ' k tx .. ""+'.S.. _ ,,. i .1 1, �? 'YyS;H^ka..M.' 'Xt .,R wry ", x y �s• 4 f rvrkk" a d4 y. • y,,�yS,t* ; .Y Ss k x !! �xttw'k yaYy ,+„+Vg�y, %t: ''' .4•"-,,,`,.•,. 4 Yi!` ^^�"",;91x'41.ire k yt.t t.'i x". % r N? r" w : k k h i` . x i ar %Txt';134‘..4t ' kl s y, - . x Sl y k 1w x X .1�.: j Cdr xi>n• 1• 3 i �. �fYY1. ++.5Ywy" t• '�+r ^�. "y,Y t'})SM�y �( y �� i( ,rt t [it "-' fit 7 1 }'\t ''5 >'. t� , i. �� „t 4. URS THE KEN R. WHITE COMPANY 3955 L f-:KVUSIT Iri PO KO: 6:?1K DENVER COLORADO 80206 ' FLOOD PLAIN STUDY • J UNITED MINERAL , LTD. Hello