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Home My WebLink About860827.tiff RESOLUTION RE: GRANT CHANGE OF ZONE FROM A (AGRICULTURAL) TO P.U.D. (PLANNED UNIT DEVELOPMENT) FOR KENNETH F. LIND 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 20th day of August, 1986 , at 2: 00 p.m. for the purpose of hearing the application of Kenneth F. Lind, 1011 11th Avenue , Greeley, Colorado 80631 , requesting a Change of Zone from A (Agricultural) to P.U.D. (Planned Unit Development) for a parcel of land located on the following described real estate, to-wit: Part of the E1/2 SEa , Section 9 , Township 6 North, Range 67 West of the 6th P.M. , Weld County, Colorado WHEREAS, Section 28 . 4. 1 of the Weld County Zoning Ordinance provides standards for review of such a Change of Zone to a Planned Unit Development, and WHEREAS, the Board of County Commissioners heard all 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 all the application requirements listed in Section 28. 5. 2 et seq. , of the Weld County Zoning Ordinance. 2. The request is in conformance with Section 28 . 3 . 1 of the Weld County Zoning Ordinance as follows: a. The application materials demonstrate that the proposal is consistent with the Weld County Comprehensive Plan . b. The application materials demonstrate that the uses which would be allowed under the proposed Planned Unit Development plan on the property conform to the performance standards of the Planned Unit Development District, as stated in Section 35. 3 of the Weld County Zoning Ordinance. 1 f / 860827 Page 2 RE: COZ - LIND c. The proposed land use is defined as a zone of transition , providing a buffer between urban type uses and rural-agricultural uses. The estimated density of 4 . 3 acres per unit appears to be compatible with surrounding development. d. Open space within the Planned Unit Development is accommodated within two areas known as Tracts B and C located on the north boundary of the site. The bridle pathways provide additional common areas for use by residents. e. North Weld County Water District has made a commitment to service the subject development. f. Internal traffic circulation is proposed to serve four lots from a single access to Weld County Road 19. A fifth lot within the Planned Unit Development contains an existing dwelling and existing private access to Weld County Road 19 . The proposed local street shall be designed and constructed in accordance with County design standards as listed in Section 8-2 of the Weld County Subdivision Regulations. 3 . The application materials demonstrate that the use which would be allowed under the proposed Planned Unit Development will be compatible with existing and future development of the surrounding area and also with future development as projected by the plans of affected municipalities . 4. Street and highway facilities providing access to the property are adequate in size to meet the requirements of the Planned Unit Development District. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the application of Kenneth F. Lind for a Change of Zone from A (Agricultural) to P.U.D. (Planned Unit Development) on the above referenced parcel of land be, and hereby is , granted subject to the following conditions: 1. The site shall be determined to be suitable for individual septic disposal systems by the Weld County Health Department. The individual septic systems shall be installed consistent with the requirements of the Weld County Individual Sewage Disposal System 860827 Page 3 RE: COZ - LIND Regulations and Section 8-9 of the Weld County Subdivision Regulations. 2 . The North 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 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 internal roads, open space and bridle paths within the Planned Unit Development District. Roads internal to the Planned Unit Development District shall remain private and must comply with the Design Standards listed in Section 8-2 of the Weld County Subdivision Regulations . 4 . Recorded Exemption plat #755 shall be amended to show changes in property lines along the access easement and cul-de-sac between Lots A and B. 5 . The four conditions as stated above shall appear as notes on the Planned Unit Development District plat. The above and foregoing Resolution was , on motion duly made and seconded , adopted by the following vote on the 20th day of August, A.D. , 1986 . ‘Irk4QA_.- _ f'_ BOARD OF COUNTY COMMISSIONERS ATTEST: �w��'�v WELD COUNTY, COLORADO Weld County Clerk and Recorder and Clerk to the Board J.cque e . -o Chairman BYE wn-ntct' Go . .T,;, '� cy, %-Tem D puty County erk APPRO ED AS TO FORM: -ene R. Brantner ABSTAINED C.W. arA' County Attorney FrIfil 860827 HEARING CERTIFICATION DOCKET NO. 86-47 RE: CHANGE OF ZONE FROM A (AGRICULTURAL) TO P.U.D. (PLANNED UNIT DEVELOPMENT) - KENNETH F. LIND A public hearing was conducted on August 20, 1986, at 2:00 P.M. , with the following present: Commissioner Jacqueline Johnson, Chairman Commissioner Gordon E. Lacy, Pro-Tem Commissioner Gene Brantner Commissioner C.W. Kirby Commissioner Frank Yamaguchi Also present: Acting Clerk to the Board, Mary Reiff Assistant County Attorney, Lee D. Morrison Planning Department representative, Debbie de Besche The following business was transacted: I hereby certify that pursuant to a notice dated July 9, 1986, and duly published July 17, 1986, in the Johnstown Breeze, a public hearing was conducted to consider the request of Kenneth F. Lind for a Change of Zone from A (Agricultural) to P.U.D. (Planned Unit Development) . Lee Morrison, Assistant County Attorney, made this matter of record. Debbie de Besche, Planning Department representative, read the favorable recommendation of the Planning Commission into the record, saying this recommendation is subject to five Conditions. Kenneth Lind, applicant on behalf of the owner of the property, came forward. He presented a colored map of the area to the Board. He said the 22 acres are not suitable for agricultural uses, with only 1} acres currently in agricultural production. The proposed Planned Unit Development, to be named Pferd Himmel, will be oriented toward persons with horses. He also stated that a homeowner's association will be formed which will be responsible for road improvement and maintenance. Norman Johnson, a surrounding property owner who is also involved in the lateral ditch which runs along the northern boundary of this proposal, spoke about the drainage problems in the area. He also mentioned concerns regarding the liability to the owners of the ditch. Ron Kruger, an adjacent landowner, spoke favorably concerning this application, stating that he has never seen water standing in the area. Mr. Lind responded to the comments made by Mr. Johnson, after which Rich Hattman, from the planning firm of Gefroh-Hattman, presented aerial photographs and cross section diagrams showing the existing conditions at the ditch canal. (Tape Change #86-63) Mr. Lind said the specifics of the proposed fencing and other matters will be presented later, at the final plat stage. In reponse to questions by Mr. Morrison, Commissioner Kirby stated that he has no interest in the property under discussion, but is involved in adjacent property as mortgagee. Upon Mr. Morrison's advice, Commissioner Kirby stated that he would abstain from voting on this application. Commissioner Lacy moved to approve the Change of Zone from A (Agricultural) to P.U.D. (Planned Unit Development) . The motion, seconded by Commissioner Brantner, carried with Commissioner Kirby abstaining. Page 2 RE: COZ - LIND This Certification was approved on the 25th day of August, 1986. �.`nn'��'` //�� APPROVED: BOATTEST: ' " ,�^�-A 0-4,4 -QUA WELDCOUNTY OF ,�COLORADO TY SSIONERS Weld County Clerk and Recorder � _ ��. ��,►��' s� . and Clerk to the Boar ac.uel n irman D putty ountylCle Go, "' a y, ;em ene R. Brant Ar , e" C.W. 1' by .r nk Yamaguct TAPE #86-62 & #86-63 DOCKET #86-47 PL0062 860817 ATTENDANCE RECORD TODAY ' S HEARINGS ARE AS FOLLOWS : AUGUST 20, 1986 DOCKET # 86-42 USR-WOOD CUTTING AND PROCESSING OPERATION - JACK TATUM DOCKET # 86-47 COZ-A to PUD - KENNETH F. LIND DOCKET # 86-45 SUBSTANTIAL CHANGE - FRANK WILCOX (CLAY CARLSON, AGENT) PLEASE write or Print legibly your name , address and :he DOC 4 (as i__ted above) or the applicants name of the hearing you are attending . NAME ADDRESS HEARING ATTENDING T.4f? K 1w 17,a12(in - 1a44'0 _//ay 3 V 17 (76-y -,7 S7 , .e�- t j r, , it. se:, _y< . c%,� i /Ll 7 ti J � �uv. �1��C C�t?..4 11 ` 5 --)- y,8-7 , iv .,`.-, At ,l: f/s' ttil /P)SYi, PP/1)2.- Kfc ;VC 9- a c D CI C CC A 9 . r A_ G (, ))4..r t 9-b - '41 ti, � 01Y �/1 ^ n dd �J (/�� nn ��vv �/ r1 n C / I1, I t - / 7 4� e '-G71vMC:l� l l ' ,l}NI �Jr`'�b�. )(,`� 1 Iti�; / E l i1 ! 86-- (O � (^ C�rrl /(// )� t!I �{YP �/'irlty 0 — /J` `lc, ( MA i'5-7,- kJ , Sw/tctow `RD iq (;a B f r r47 /„ k-A.c_crf..� 3 Vet c„ w &C 'ill 9 (.w,.'/ 4/s 6'4 Qe () - 5/"7 —ri(-k L-/ns,� /,/ ` /R-s-fl et. c4..6,2,/,-- c e /n U^-� !! L7 - o,, ,UfI VD co E_ TS�.,�.-.36-7)--q._ FT c// r `L 6 -'-i O v NOT I C E Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning Ordinance, a public hearing will be held in the Chambers of the Board of County Commissioners of Weld County, Colorado, Weld County Centennial Center, 915 10th Street, First Floor, Greeley, Colorado, at the time specified. All persons in any manner interested in the following proposed Change of Zone are requested to attend and may be heard. Should the applicant or any interested party desire the presence of a court reporter to make a record of the proceedings, in addition to the taped record which will be kept during the hearing, the Clerk to the Board's Office can be contacted for a list of court reporters in the area. If a court reporter is obtained, the Clerk to the Board's Office shall be advised in writing of such action at least five days prior to the hearing. The cost of engaging a court reporter shall be borne by the requesting party. BE IT ALSO KNOWN that the text and maps so certified by the Weld County Planning Commission may be examined in the office of the Clerk to the Board of County Commissioners, located in the Weld County Centennial Center, 915 10th Street, Third Floor, Greeley, Colorado. APPLICANT DOCKET NO. 86-47 Kenneth F. Lind 1011 11th Avenue Greeley, Colorado 80631 DATE: August 20, 1986 TIME: 2:00 P.M. REQUEST: Change of Zone from A (Agricultural) to P.U.D. (Planned Unit Development) LEGAL DESCRIPTION: Part of the E} SE} of Section 9, Township 6 North, Range 67 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: July 9, 1986 PUBLISHED: July 17, 1986, in the Johnstown Breeze /.;xrns/T ^' AFFIDAVIT OF PUBLICATION THE JOHNSTOWN BREEZE STATE OF COLORADO SS COUNTY OF WELD I, Clyde Briggs, do solemnly swear that I am publisher of The Johnstown Breeze; that the same is a weekly newspaper NOTICE printed, in whole or in part, and published in the County of Weld, State of Colorado, Pursuant to the zoning laws of the State of Colorado end the and has a general circulation therein; that Weld County Zoning Ordinance, said newspaper has been published a public hearing will be held in the Chambers of the Bawd-of continuously and uninterruptedly in said County Commissioners of Weld County of Weld for a period of more than County, Colorado, WeldCounty Centennial Center, 915 10th fifty-two consecutive weeks prior to the Col Street, F time Greeley, first publication of the annexed legal notice C at the an specified.manner All persons m any moaner or advertisement; that said newspaper has Interested in the followinga proposed Chan l of zone are been admitted to the United States mails as a requested to• and may be second-class matter under the provisions of Should the applicant or any the Act of March 3, 1879, or any interested party desire the amendments thereof, and that said presence of a court reporter to newspaper is a weekly newspaper duly make a record of the pro- ceedings,In addition to the taped qualified for publishing legal notices and record the heartily,h the ill Clerrkktto thee advertisements within the meaning of the Board's offce can be contacted laws of the State of Colorado. arealist oacourt rrttpreportertfla That the annexed legal notice or advertise- obtained,the Clerk to the Board's Office shall be advised in writing ment was published in the regular and of such actIzin 0 least five Ueye entire issue of every number of said weekly enr�gpayngha t:reporter rtneShll newspaper for the period of ./.. consecu- be borne by the r.auetting party. tive insertions; and that the first BE IT ALSO KNOWN that the publication of said notice was ill the issue of text and maps so certified by the Weld County-Planning Commis- said newspaper dated ?-1)., A.D. u,.4'4 sMHceoftn be examined the and that the last publication of said notice County Com'inisaionera located was in the issue of said newspaper dated in the Weld County Centennial Center, 915 10th Street, Third A.D. 19 Floor, Greeley, Colorado. In,witness whereof I have hereunto set DOCKET Na 8847 ' my hang.this ._a)-.. day of ..Trx4s APPLICANT A.D. 19404 Kenneth F. Lind 1011 11th Avenue Greeley, Colorado 80831 DATE: August 20, 1988 Publisher TIME: 2:00 P.M. REQUEST: Change of Zone from A(Apncultural)to P.U.D.(Planned Unit DevelopMent)- Subscribed and sworn to before me, a LEGAL DESCRIPTION: -Part of Notary Public in and for the County of the EY, SEW of Section 9, Cld, Late of Coloraclp this .X") ... day of Township. North, Range 67 L West of the 6th P.M., Weld ... 7 A.D. 19.e6.. County, Colorado BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO Notary Public BY: MARY ANN FEUERBTEIN • COUNTY CLERK AND RECORDER AND:'CLERK TO THE BOARD My commission expires My Co'rmissi^r Exnbas June 14, 19A BY: Wiry,Reiff, Deputy DATED: July 9, 1988 • 2 Soiih, Parisi; A.,Lrrue Joi'� xU_3A PUBLISHED: July 17, 1986, In `fo'�,,, ,.C the Johnstown Breeze • • I NOTICE Pursuant to the zoning laws of the State of Colorado and the Weld-County Zoning Ordinance,a public hearing will AFFIDAVIT OF PUBLICATION be held in the Chambers of the Board of • County Commissioners of Weld Coun- ty, Colorado, Weld County Centennial 37Atf: br COLORADO Center, 915 10th Street, First Floor, .1 aa, , ' Greeley, _Cg1Qrado, at the time a COUNTY or VyELD specified.All persons in any manner in- terested in the following proposed Change of Zone are requested to attend t- /y� inhi,.,,... . of sold County of and may be heard. (s ld, being d ly pw that ram office manager Should the applicant or.any interested fold, being duly sworn, say party desire the presence of a court Of reporter to make a record of the THE WINDSOR DEACON, INC. proceedings, in addition to the taped record which will be kept during the a weekly oewspapor having a general circulation In hearing,the Clerk to the Board's Office - said County and Stale, published in the town of can be contacted for a list of court WINDSOR, in sold County and Slate: .and that Use notice, of which the annexed la a true copy, has beer. reporters in the area.If a court reporter is obtained,the Clerk to the Board's Of- fice sllCclsalV! fice shall be advised in writing of such published In said weekly for / action at least five days prior to the - weeks, Hint tare notice was published In the regular hearing. The cost of engaging a court end entire issue of evety number of Use papete during reporter shall be borne by the requesting the period properandd Rine notfIn publication. supplettent. midltthat the pant• first publication of said notice was in said paper bear- BE IT ALSO KNOWN that the text trig the dale of the and maps so certified by the Weld County Planning Commisssion may be r/ examined in the office of the Clerk to . ,, J day oI BUG d-> 7 , A.U., Ig . �v.... the Board of County Commissioners, located in the Weld County Centennial and the last pubtication bearing the date of the Center, 915 10th'Street, Third Floor, Greeley,Colorado. • DOCKET NO.86-47 ..• ......_,... tiny of ................................. A.D., I0............ APPLICANT - hod Thal the veld "WINDSOR DEACON" flea been Kenneth F.Lind published continuously and uninterruptedly for Nye - lOll 11th Avenue period of lit eonseeullfe weeks, In gild County nod Greeley,Colorado 80631 Stale, prior to the date of that pubticitlon of saki DATE:August eeley 0,1986 notice and Umsame la a newspaper within the mfatt- hig of an Art to regulate printing of legel neuter TIME:2:W p.m. and etivertlscmenls, approved May II, Ienf, and all REQUEST: Change of Zone from A prior arta tat hsr as In orte. (Agricultural)to P.U.D. (Planned Unit Development) LEGAL DESCRIPTION: Part of the �� A14_41' """ Ell �SW'/. of Section 9, Township 6 onion MANAOEH North,Range 67 West of the 6th P.M., Weld County,Colorado BOARD OF COUNTY ,y COMMISSIONERS 71 WELD COUNTY,COLORADO Subscribed awl sworn to before the this ../.a2... stay BY:MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER ,,q`,7 //�r AND CLERK TO THE BOARD Of ✓ •f 51T /C.44z 2..""""""., 15.X T... BY:Mary Reiff,Deputy /7 DATED:July 9,1986 > i"/� (44 PUBLISHED August 7 in the Windsor �4 JiV'I'ARY f'U LIL' Bacon. My tauniisalun capital ..4442-C�:...7./91. 02 7 DATE: July 9 , 1986 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 20th day of August , 1986 , at 2: 00 P.M. Docket No. 86-47 - Kenneth F. Lind, COZ , A (Agricultural) to PUD (Planned Unit Development) OFFICE OF THE C ER O�OTHE BOARD BY: 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 L�l.✓ • Summary of the Weld County Planning Commission Meeting July 1, 1986 Page 3 The Chairman called for discussion from the members of the Planning Commission. Discussion followed. The Chairman asked the secretary to poll the members of the Planning Commission for their decision. Harlan Else - yes; Doug Graff - yes; Louis Rademacher - yes; Paulette Weaver - yes; Jack Holman - yes. Motion carried unanimously. CASE NUMBER: Z-428:86:3 APPLICANT: Kenneth F. Lind (Pferd Hilmmel) REQUEST: Change of Zone from A (Agricultural) to PUD (Planned Unit Development) LEGAL DESCRIPTION: Part of the E} SEI of Section 9, T6N, R67W of the 6ch P.M. , Weld County, Colorado LOCATION: Approximately 500 feet north of the Windsor City Limits; north of Weld County Road 70 and west of Weld County Road 19 APPEARANCE: Ken Lind, Attorney, represented the applicant, which is a trust. This request is for a Planned Unit Development. About two years ago, the corporation applied for and received a recorded exemption dividing the original parcel. The parcel they wish to develop contains approximately twenty-two acres. The owners want to divide the property into five lots. These will be residential horse lots with bridle paths and common open space. This property is approximately one-fourth mile from the town of Windsor. The town of Windsor has an ordinance that does not allow any properties within the city limits to have horses, etc. This is not an area that can be farmed. Property boundaries and surrounding land-uses were reviewed. The covenants will state the ditch right-of-way cannot be used for bridle paths. Studies by a registered engineer have shown the land is not in a flood plain. Lee Morrison stated that the recorded exemption may also need to be amended and should appear as condition on the Planned Unit Development plat. MOTION: Paulette Weaver moved a new Condition 4 be added to read as follows: 4. Recorded Exemption plat #755 shall be amended to show changes in property lines along the access easement and cul-de-sac between Lots A and B. Summary of the Weld County Planning Commission Meeting July 1, 1986 Page 4 And renumber existing Condition #4 to #5 and amend it to read as follows: 5. The 4 conditions as stated above shall appear as notes on the Planned Unit Development District plat. Motion seconded by Doug Graff. The Chairman called for discussion from the members of the Planning Commission. Discussion followed. The Chairman asked the members of the Planning Commission for their decision. Motion carried unanimously. Tape 244 - Side 2 n eral Dirtmch, which hiss the n northern o boundary perty owner, reported thisrtproperty, has had at hadmany problems with horse lots because this is a dirt ditch and the horses tramp it down. Every two to three years the company gets a dragline in to clean out the ditch. As a rule, the ditch is ten to twenty feet wide and six to eight feet deep. Also, people who live along the ditch on small tracts of land put pumps into the ditch to pump water out for their properties. They dump trash and refuse into the ditch rather than disposing of it properly. Adolph Winter, surrounding property owner, felt this is a dangerous place to raise children because the ditch is quite deep. Ron Krueger, surrounding property owner and real estate salesman, reported there is an existing culvert which runs underground at the property line in the front of this property. He stated that he believes the ditch to be only about eight to ten feet in width. Lee Morrison reminded the Planning Commission they are to decide if the requese of the a d t eld CountytZoningo 0rdinance. with his isra request development is cmpatible fora change of a onenand n Wotthe final plat. Therefore, fencing of the area and specific covenants are not relevant to this request. The Chairman asked Mr. Lind if they had reviewed the recommendations and conditions as outlined by the Department of Planning Services staff. He stated they have and see nothing objectionable. Th read and aseoutlinednbysthe DepartmentnofoPlanningeServicceesnstaffi,s conditions, aked Gloria into the record. Summary_ of the Weld County Planning Commission Meeting July 1, 1986 Page 5 MOTION: Doug Graff moved Case Number Z-528:86:3 for Kenneth F. Lind (Pferd Hilmmel) for a Change of Zone from Agricultural to Planned Unit Development be forwarded to the Board of County Commissioners with the Planning Commission's recommendation for approval based upon the recommendations and conditions as outlined by the Department of Planning Services staff and amended by the Planning Commission and the testimony heard by the members of the Planning Commission. Motion seconded by Louis Rademacher. Motion seconded by Louis Rademacher. The Chairman called for discussion from the members of the Planning Commission. Discussion followed. The Chairman asked the secretary to poll the members of the Planning Commission for their decision. Harlan Else - yes; Doug Graff - yes; Louis Rademacher - yes; Paulette Weaver - No, because she feels this is request is neither in compliance nor consistent with the Comprehensive Plan. It is a spot urban-type-development not contiguous to an existing municipality and not within close proximity of any existing development. This proposed development creates potential problems for the existing agricultural uses in the area and is therefore, not compatible with those uses. It also will create some potential public safety questions making it not compatible with future uses in the area. At this point the question of a buffer is not pertinent because this is sitting in the middle of agricultural uses and it would not be buffering at this point. Jack Holman - Yes. However, he does see some problems with this change of zone, but at the present time they do not appear serious enough vote against. Motion carried with four voting for the motion and one voting against the motion. The meeting was adjourned at 3:28 p.m. Respectfully submitted, ot.-L" C\o o a Bobbie Good Secretary rjg/ BEFORE THE WELD COUNTY, COLORADO PLANNING COMMISSION RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Moved by Doug Graff that the following resolution be introduc , f97assage by the Weld County Planning Commission. Be it Resolved by elkiartSaWWPOWS Planning Commission that the application for: [ (Hi - � r jti CASE NUMBER: Z-428:86:3 JUL 0 3 1986 �' II NAME: Kenneth F. Lind (Pferd Hilmmel) -_._.�/ C I:L LL-c Y. COLD. ADDRESS: 1011 11th Avenue, Greeley, Colorado 80631 REQUEST: Change of Zone from A (Agricultural) to PUD (Planned Unit Development) LEGAL DESCRIPTION: Part of the E} SE} of Section 9, T6N, R67W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately 500 feet north of Windsor City Limits; north of Weld County Road 70 and west of Weld County Road 19 be recommended favorably to the Board of County Commissioners for the following reasons: The applicant has complied with the application requirements listed in Section 28.5.2 of the Weld County Zoning Ordinance. The rezoning request is in conformance with Section 28.3. 1 of the Weld County Zoning Ordinance as follows: I. The application materials demonstrate that the proposal is consistent with the Weld County Comprehensive Plan. Residential development is encouraged in future town growth areas within the County, according to the Weld County Comprehensive Plan. As stated in Residential Policy #3, "Existing municipalities are the best and most efficient sources of public goods and services which are necessary to serve new residential developments." The subject site contains approximately 22 acres of agricultural land which is generally unsuitable for crop production due to soil limitations and topography of the land. II. The application materials demonstrate that the uses which would be allowed under the proposed Planned Unit Development plan on the property conform to the performance standards of the Planned Unit Development District, as stated in Section 35.3 of the Weld County Zoning Ordinance. �XHIB%J Z-428:86:3 Kenneth F. Lind (Pferd Hilmmel) July 1, 1986 Page 2 The proposed land-use is defined as a zone of transition, providing a buffer between urban type uses and rural-agricultural uses. The estimated density of 4.3 acres per unit appears to be compatible with surrounding development. - Open space within the Planned Unit Development is accommodated within two areas known as Tracts B and C located on the north boundary of the site. The bridle pathways provide additional common areas for use by residents. - North Weld County Water District has made a commitment to service the subject development. - Internal traffic circulation is proposed to serve 4 lots from a single access to Weld County Road 19. A fifth lot within the Planned Unit Development contains an existing dwelling and existing private access to Weld County Road 19. The proposed local street shall be designed and constructed in accordance with County design standards as listed in Section 8-2 of the Weld County Subdivision Regulations. III. The application materials demonstrate that the use which would be allowed under the proposed Planned Unit Development will be compatible with existing and future development of the surrounding area and also with future development as projected by the plans of affected municipalities. The subject property is located within 500 feet of Windsor's City Limits. The property is not designated as a part of Windsor's future town growth area, according to the Weld County Future Land-Use Map (1973) . However, given the site's proximity to Windsor and the Planned Unit Development's proposed density, the plan appears to be suited to the area. The Windsor Planning Commission has commented that the site is not within its comprehensive plan area but has no objection to the rezoning request. IV. Street and highway facilities providing access to the property are adequate in size to meet the requirements of the Planned Unit Development district. Z-428:86:3 Kenneth F. Lind (Pferd Hilmmel) July 1, 1986 Page 3 Weld County Road 19 is a paved local road, 60 feet in width. Additional traffic generated by the proposed development is estimated by the applicant to be 32 to 40 trips per day. The County Engineering Department has no objection to the proposed increase in road use on Weld County Road 19. These determinations are based, in part, upon a review of the information submitted by the applicant, other relevant information regarding this request and responses of referral entities which have reviewed the request. The Planning Commission's recommendation for approval is conditional upon the following: 1. The site shall be determined to be suitable for individual septic disposal systems by the Weld County Health Department. The individual septic systems shall be installed, consistent with the requirements of the Weld County Individual Sewage Disposal System Regulations and Section 8-9 of the Weld County Subdivision Regulations. 2. The North 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 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 internal roads, open space and bridle paths within the Planned Unit Development District. Roads internal to the Planned Unit Development District shall remain private and must comply with the Design Standards listed in Section 8-2 of the Weld County Subdivision Regulations. 4. Recorded Exemption plat #755 shall be amended to show changes in property lines along the access easement and cul-de-sac between Lots A and B. 5. The 4 conditions as stated above shall appear as notes on the Planned Unit Development District plat. Z-428:86:3 Kenneth F. Lind (Pferd Hilmmel) July 1, 1986 Page 4 Motion seconded by Louis Rademacher. Vote: For Passage Against Passage Harlan Else Paulette Weaver Doug Graff Louis Rademacher Jack Holman The Chairman declared the resolution passed and ordered that a certified copy be forwarded with the file of this case to the Board of County Commissioners for further proceedings. CERTIFICATION OF COPY I, Bobbie Good, Recording Secretary of the Weld County Planning Commission, do hereby certify that the above and foregoing Resolution is a true copy of the Resolution of the Planning Commission of Weld County, Colorado, adopted on July 1, 1986, and recorded in Book No. X of the proceedings of the said Planning Commission. Dated the 2nd day of July, 1986. 40‘ooa Bobbie Good Secretary ADDITIONAL COMMENTS Z-428:86:3 Kenneth F. Lind (Pferd Hilmmel) It appears that portions of the proposed access easement and cul-de-sac are not included as a part of the property under consideration. These areas should be accounted for in the Final Planned Unit Development plan. INVENTORY OF ITEMS SUBMITTED FOR CONSIDERATION Case Number 2175 1 G / ' � Submitted or Prepared Prior to Hearing At Hearing 1. Application 5/Pages L 2. Application plat(s) p2 page(s) 3. DPS Referral Summary Sheet 4. PPS Recommendation 5. DPS Surrounding Propery Owner Mailing List 6. DPS Mineral Owners Mailing List ✓ 7. 3 DPS Naps Prepared by Planning Technician // 8. DPS Notice of Hearing 1/ 9. DPS Case Summary Sheet ✓ 10. DPS Field Check Cebu- , �(/ 11. p ao �— n� c . fC ✓ 12. (9-10-0 Y�er o lames 13. 14. 15. 16. 17. 18. 19. 20. I hereby certify that the items identified herein were submitted to the Department of Planning Services at or prior to the scheduled Planning Commission hearing. I further certify that these items wen //forwarded to the Clerk to the Board's office on K__. e: 3 19 (f(o . Cur en Planner STATE OF COLORADO ) COUNTY OF WELD ) SUBSCRIBED AND SWORN TO BEFORE ME THIS 'a DAY OF N" 19 ? SEAL clo4A NO ARY PUBLIC L fxii/B/I A MY COMMISSION EXPIRES m„iss!cn txP�tos Feb-. 13, 1939 // EXHIBIT INVENTORY CONTROL SHEET Case Co z - �jy�Y/ - _ Exhibit Submitted By Exhibit Description ry/ A. ./J>iir/p re 01A ":24.1/ C, // LG2UiCLlrl2 ? ��Giir///?LC/lniirh ltv-C./i ii �COYIUl1tD/f C. >t-/,2,1 erg �� y E. Zei 7S1 0rSi VS3- F. ( 4 I / G. 1 Ou142L. 42 f. c(2-4-4,- (71147) 1i 6%7 H. I. J. K. L. M. N. 0. Date: July 1, 1986 CASE NUMBER: Z-428:86:3 NAME: Kenneth F. Lind (Pferd Hilmmel) ADDRESS: 1011 11th Avenue, Greeley, Colorado 80631 REQUEST: Change of Zone from A (Agricultural) to PUD (Planned Unit Development) LEGAL DESCRIPTION: Part of the E} SEi of Section 9, T6N, R67W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately 500 feet north of Windsor City Limits; north of Weld County Road 70 and west of Weld County Road 19 THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS REQUEST BE APPROVED FOR THE FOLLOWING REASONS: The applicant has complied with the application requirements listed in Section 28.5.2 of the Weld County Zoning Ordinance. The rezoning request is in conformance with Section 28.3. 1 of the Weld County Zoning Ordinance as follows: I. The application materials demonstrate that the proposal is consistent with the Weld County Comprehensive Plan. Residential development is encouraged in future town growth areas within the County, according to the Weld County Comprehensive Plan. As stated in Residential Policy #3, "Existing municipalities are the best and most efficient sources of public goods and services which are necessary to serve new residential developments." The subject site contains approximately 22 acres of agricultural land which is generally unsuitable for crop production due to soil limitations and topography of the land. II. The application materials demonstrate that the uses which would be allowed under the proposed Planned Unit Development plan on the property conform to the performance standards of the Planned Unit Development District, as stated in Section 35.3 of the Weld County Zoning Ordinance. The proposed land-use is defined as a zone of transition, providing a buffer between urban type uses and rural-agricultural uses. The estimated density of 4.3 acres per unit appears to be compatible with surrounding development. Z-428:86:3 Kenneth F. Lind (Pferd Hilmmel) Page 2 - Open space within the Planned Unit Development is accommodated within two areas known as Tracts B and C located on the north boundary of the site. The bridle pathways provide additional common areas for use by residents. - North Weld County Water District has made a commitment co service the subject development. - Internal traffic circulation is proposed to serve 4 lots from a single access to Weld County Road 19. A fifth lot within the Planned Unit Development contains an existing dwelling and existing private access to Weld County Road 19. The proposed local street shall be designed and constructed in accordance with County design standards as listed in Section 8-2 of the Weld County Subdivision Regulations. III. The application materials demonstrate that the use which would be allowed under the proposed Planned Unit Development will be compatible with existing and future development of the surrounding area and also with future development as projected by the plans of affected municipalities. The subject property is located within 500 feet of Windsor's City Limits. The property is not designated as a part of Windsor's future town growth area, according to the Weld County Future Land-Use Map (1973) . However, given the site's proximity to Windsor and the Planned Unit Development's proposed density, the plan appears to be suited to the area. The Windsor Planning Commission has commented that the site is not within its comprehensive plan area but has no objection to the rezoning request. IV. Street and highway facilities providing access to the property are adequate in size to meet the requirements of the Planned Unit Development district. Weld County Road 19 is a paved local road, 60 feet in width. Additional traffic generated by the proposed development is estimated by the applicant to be 32 to 40 trips per day. The County Engineering Department has no objection to the proposed increase in road use on Weld County Road 19. Z-428:86:3 Kenneth F. Lind (Pferd Hilmmel) Page 3 These determinations are based, in part, upon a review of the information submitted by the applicant, other relevant information regarding this request and responses of referral entities which have reviewed the request. The Department of Planning Services staff recommendation for approval is conditional upon the following: 1. The site shall be determined to be suitable for individual septic disposal systems by the Weld County Health Department. The individual septic systems shall be installed, consistent with the requirements of the Weld County Individual Sewage Disposal System Regulations and Section 8-9 of the Weld County Subdivision Regulations. 2. The North 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 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 internal roads, open space and bridle paths within the Planned Unit Development District. Roads internal to the Planned Unit Development District shall remain private and must comply with the Design Standards listed in Section 8-2 of the Weld County Subdivision Regulations. 4. The 3 conditions as stated above shall appear as notes on the Planned Unit Development District plat. ADDITIONAL COMMENTS Z-428:86:3 Kenneth F. Lind (Pferd Hilmmel) It appears that portions of the proposed access easement and cul-de-sac are not included as a part of the property under consideration. These areas should be accounted for in the Final Planned Unit Development plan. LAND-USE APPLICATION SUMMARY SHEET Date: June 24, 1986 CASE NUMBER: Z-428:88:3 NAME: Kenneth F. Lind (Pferd Hilmmel) ADDRESS: 1011 11th Avenue, Greeley, Colorado 80631 REQUEST: Change of Zone from A (Agricultural) to PUD (Planned Unit Development) LEGAL DESCRIPTION: Part of the E SE} of Section 9, T6N, R67W of the 6th P.M. , Weld County, Colorado LOCATION: Approximately 500 feet north of Windsor City Limits; north of Weld County Road 70 and west of Weld County Road 19 SIZE OF PARCEL: 21.846 acres POSSIBLE ISSUES SUMMARIZED FROM APPLICATION MATERIALS: The criteria for review of this proposal is listed in Section 28.3.1. 1 of the Weld County Zoning Ordinance. The Department of Planning Services has not received written referral responses from the Colorado Geological Survey and Windsor-Severance Fire Protection District. The County Health Department expressed a concern regarding the site's soil suitability for individual septic systems in a memorandum dated June 6, 1986; copy attached. No objections have been voiced to the Department of Planning Services regarding this request. DEPAR" ENT OF PLANNING SERVICES 3 : l� PHONE(303)356-4000 EXT.4400 915 10th STREET GREELEY,COLORADO E0631 Ilk COLORADO NOTICE OF PUBLIC HEARING The Weld County Planning Commission will conduct a public hearing on July 1, 1986, at 1:30 p.m. to review a request for approval of a Change of Zone from A (Agricultural) to PUD (Planned Unit Development) from Kenneth F. Lind on a parcel of land described as Part E} SEE , Section 9, T6N, R67W of the 6th P.M. , Weld County, Colorado, containing 21.846 acres, more or less. The property is located approximately 500 feet north of Windsor City Limits, north of Weld County Road 70 and west of Weld County Road 19. The public hearing to be held by the Weld County Planning Commission for the consideration of the above referenced request will be conducted in the Weld County Commissioners' Hearing Room, First Floor, Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado. Comments or objections related to the above request should be submitted in writing to the Weld County Department of Planning Services, 915 Tenth Street, Room 342, Greeley, Colorado 80631, before the above date or presented at the public hearing on July 1, 1986. Copies of the application are available for public inspection in the Department of Planning Services, Room 342, Weld County Centennial Center, 915 Tenth Street, Greeley, Colorado, - Phone - 356-4000, Extension 4400. Jack Holman, Chairman Weld County Planning Commission To be published in the Johnstown Breeze To be published one (1) time by June 5, 1986 Received by: Date: ("/5{ !% FIELD CHECK FILING NUMBER: S-259:86:4 DATE OF INSPECTION: March 7, 1986 NAME: Pferd Hilmmel REQUEST: A Planned Unit Development for R-1 (Residential-One) uses LEGAL DESCRIPTION: Part of the SE}, Section 9, T6N, R67W of the 6th P.M. , Weld County, Colorado. LOCATION: Approximately 500 feet north of Windsor City Limits LAND USE: N Cropland E Weld County Road 19, farmland, pasture S Cropland W Cropland ZONING: N Agricultural E Agricultural S Windsor City Limits W Agricultural COMMENTS: There is an existing access to proposed Lot 1 from Weld County Road 19, a paved road; there is a residence and outbuildings located here. A second access to the site exists where the proposed street is to be located. The property is quite varied in slope; generally elevated to the south and much lower to the north. 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S ',. • r 2l �`I�w `Y J� ' Y . t ;, 4 r ` l et- ,., "ft it -iiiiti..:‘,...„.. ..,*.i. 44,-', It ‘,"....t.-7:: w xp�/ -1..71..4.1;10 ttot...-4•:.,t, 4"4.t- :'. * ' ; ' ' tate .e4 1Ia ' " .. i o-• Y ynq pub M+` t. aid x4 x,- - 7.:,,„,',- '., y v,.. X( fit,; xo+yX k,:"r-_. ,r . .}.47>c`..u: .11... lYG:'i.Pis.wvaay'^ • .a L'at,.£ i, .x aX1h73r<�.4 REFERRAL LIST APPLICANT: Pferd Hilmmel (Ken Lind) CASE NUMBER: Z-428:86:3 SENT REFERRALS OUT: REFERRALS TO BE RECEIVED BY: June 20, 1986 NO SR NR NO SR NR X County Attorney I/ X Weld County Health Dept. X Engineering Department County Extension Agent _ Office of Emergency Mngmt X Windsor Planning Committee c/o Janet Lathrop P.O. Box 627 Windsor, CO 80550 X Colorado Geological Survey c/o Lou Ladwig 1313 Sherman Room 715 Denver, CO 80203 X Windsor-Severance Fire Protection District P.O. Box 308 Windsor, CO 80550 X Greeley Soil Conservation District 4302 9th Street Road Greeley, CO 80631 • X Doug Graff Weld County Planning Commission 3115 Grandview Drive Greeley, CO 80631 NO=No Objection SR=Specific Recommendations NR=No Response v � OE ()OJe,Sr),� T�It1i of coto ' UO WE-86-0017 1%ti 9a, H - O. RICHARD D. LAMM 'P �', �'� �` JOHN W. ROW GOVERNOR �'x�.aa DIRECTOR * 1876 ' COLORADO GEOLOGICAL SURVEY DEPARTMENT OF NATURAL RESOURCES 715 STATE CENTENNIAL BUILDING-1313 SHERMAN STREET DENVER,COLORADO 80203 PHONE(303)866-2611 June 20, 1986 Ms. Gloria Dunn Dept. of Planning Services 915 10th Street Greeley, CO 80631 Dear Ms. Dunn: RE: PFERD HIMMEL P.U.D. , CASE NO. Z-428:86:3 This proposed zone change and land use is compatible with the geologic conditions of both soils and bedrock. There is a local drainage-flood hazard that is delineated in the Empire Labs reports. Building on or close to the proposed building envelopes should avoid any flooding problems from the local drainages, although site drainage is still an important consideration. The local sand and gravel deposit does not appear to be commercial but if mined for local road base could be put to an economic use. Proper reclamation would still allow the site to be used. If you have any questions, please call . Sincerely, L. R. Ladwig, Chief Minerals Fuels Section bjj :LRL-86-145 ' 'r i 3134/12 I 93(3 W8!d co. Plemmw (lummss;Q ik GEOLOGY STORY OF THE PAST... KEY TO THE FUTURE la_\it 40 (--- , rnE . , CRSn . 1 , , „ c, , „ ; Gloria Dunn 1 O To Weld County Planning Dept. Date June 6. 1986,1 COLORADO From Health Protection Services vead� Ar2 i Subject Case No: Z-428:86:3 NAME: Hilmmel, Pferd This site may not be suitable for individual septic systems in compliance with the Weld County Individual Sewage Disposal System Regulations, due to soil conditions and Section 6. 1C of the regulations. More data would help our evaluation of the proposal. By Direction of: Ralph R. Wooley, M.D. , Director —__ I ! I I lip,° 3, ii WeIc Cu. PIsuuiI .:,.nwes_¢a MAILING LIST Pferd Hilmmel c/o Kenneth Lind Z-428:86:3 Page 3 GNS Corporation c/o Roger Gump 3960 South Bellaire Street Englewood, CO 80110 Amigo Farms, Incoporated P.O. Box 60 Milliken, CO 80543 Carl F. and Dorothy Breniman, et. al. 33772 Highway 257 Windsor, CO 80550 Carl F. & Dorothy Breniman, et. al 33772 Highwy 257 Windsor, CO 80550 Raymond F. and Gloria A. Winder 24681 Weld County Road 19 Windsor, CO 80550 Anna Winder P.O. Box 1920 Windsor, CO 80550 Hergert Limited Partnership No. 4 36652 Weld County Road 23 Windsor, CO 80550 Norman L. and Georgia C. Johnson 8120 Weld County Road 72 Windsor, CO 80550 Marilyn R. DiTienne 10481 Weld County Road 66 Windsor, CO 80550 Ronald D. and Charlyne A. Kruger P.O. Box 878 Windsor, CO 80550 John L. and June K. Paral 9125 Weld County Road 70 Windsor, CO 80550 MINERAL OWNERS Pferd Hilmmel c/o Kenneth Lind Z-428:86:3 Arthur L. Owen 2000 Mercantile Commerce Building Dallas, TX 75201 Petro Pacific Resources, Inc. 1201 Dove Street, Suite 510 Newport Beach, CA 92660 Jackass Partners c/o Frontier Silver Mines Corp. General Partner 520 112th Avenue N.E. Bellvue, WA 98004 Patrick Petroleum Company 950 Seventeenth Street, Suite 1655 Denver, CO 80202 Hartex Oil and Gas Program 1980-1 98 Iverness Drive East Englewood, CO 80112 Jane Ray Dietrich 253 Tollhill East 5440 Harvest Hill Road Dallas, TX 75081 Gwen B. Davis 502 Tiffany Richardson, TX 75081 Superior Resources, Inc. 10793 Harry Hines Boulevard Dallas, TX 75220 Atlantic Oil Corporation 1825 Lawrence Street #332 Denver, CO 80202 F.M. Stevenson 3400 Anaconda Tower Denver, CO 80202 Roberts Oil and Gas One West Loop Street Houston, TX 77027 C' MINERAL OWNERS Pferd Hilmmel c/o Kenneth Lind Z-428:86:3 Page 2 Patrick Limited Partnership #3 744 West Michigan Avenue Jackson, MI 49201 Ladd Petroleum Corporation Suite 830 Denver Club Building 518 17th Street Denver, CO 80202 May Energy Partnership 1 Lincoln Center 5400 LBJ Freeway LB8 Dallas, TX 75240 Barbara Bogy Thomas RE: Case No. 83-PR-29 c/o Weld County District Court Clerk 9th Avenue and 9th Street Greeley, CO 80631 2:.D : .-_,SNED 1'NIT DEVELOPMENT) REZONING APPLICATION Case Dept. of Planning Services App. Ch'd By: Date Recd : 915 10th Street App. Fee: Receipt Greeley, Colorado 80631 Record. Fee: Receipt Phone: 356-4000, Ext. 4400 TO BE COMPLETED BY APPLICANT. Please print or type, except for necessary signature. I (we) , the undersigned. hereby request hearings before the Weld County Planning Commission and the Weld County Board of County Commissioners concerning the proposed rezoning of the following described unincorporated area of Weld County , Colorado: LEGAL DESCRIPTION: Lot "A" of Recorded Exemption No. 755 being a part of the Southeast Quarter (SE1/4), Section Nine (9), Township Six (6) North, Range Sixty-seven (67) West of the 6th P.M. , Weld County, Colorado. (If additional space is required, attach an additional sheet) Property Address (if available) : PRESENT ZONE Ag PROPOSED ZONE POD TOTAL ACREAGE 21.846 OVERLAY ZONES None • SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR REZONING: Sec Exhibit "A" attached hereto Name: Home Telephone I : Address: Bus. Telephone #: Name: Home Telephone !: e Address: Bus. Telephone ;/: Name: Home Telephone c/: Address: Bus. Telephone i/: Applicant or Authorized Agent (if different than above) : Name: Kenneth F. Lind Home Telephone 11: Address: 1011 Eleventh Avenue. Greeley, CO 80631 Bus. Telephone 1/: 353-2323 Owner(s) and/or lessees of mineral rights on or under the subject properties of record in the Weld County Assessor' s Office: See Exhibit "B" attached hereto Name: • Address: Name: Address: - Name: Address: I hereby depose and state under the penalities of perjury that all statements, proposals and/or plans submitted with or contained within this application are true and correct to the best of my knowledge. COUNTY OF WELD ) STATE OF COLORADO ) Sign ture: }Awilm oc Authorized Agent Subscribed and sworn to before me this 16th day of May , 1986 SEAL /70✓/ i4.-e,11U/My Commission Expires NOTARY IC My Ccsnission expires: August 22, 1987 EXHIBIT 'A " (1) J.M.C. Company Pension Trust as to an undivided .947%; (2) J.M.C. Company Profit-Sharing Trust as to an undivided 3. 158%; (3) Fort Collins Orthopedic Associates, P.C. , Pension Trust as to an undivided 16.421%; (4) Fort Collins Orthopedic Associates, P.C. , Profit-Sharing Trust as to an undivided 51.789%; (5) Fort Collins Orthopedic Associates, P.C. , Second Pension Trust as to an undivided 5.053%; (6) Fort Collins Orthopedic Associates, P.C. , Second Profit-Sharing Trust as to an undivided 12.632%; (7) Charles T. Collopy , P.C. Profit-Sharing Trust as to an undivided 5.0%; (S) Charles T. Collopy as to an undivided 5.0%. Address: Charles T. Collopy 1200 Fast Elizabeth Street Fort Collins, CO 80524 Telephone (303) 413-0112 EXHIBIT "B" LESSEES Arthur L. Owen 2000 Mercantile Commerce Building Dallas, TX 75201 Petro Pacific Resources, Inc. 1201 Dove Street, Suite 510 Newport Beach, CA 92660 Jackass Partners c/o Frontier Silver Mines Corp. General Partner 520 112th Avenue N.E. Bellvue, WA 98004 Patrick Petroleum Company 950 Seventeenth Street, Suite 1655 Denver, CO 80202 Hartex Oil and Gas Program 1980-1 98 Iverness Drive East . Englewood, CO 80112 Jane Ray Dietrich 253 Tollhill East 5440 Harvest Hill Road Dallas, TX 75230 Gwen B. Davis 502 Tiffany Richardson, TX 75081 Superior Resources, Inc. 10793 Harry Hines Boulevard Dallas, TX 75220 Atlantic Oil Corporation 1825 Lawrence Street #322 Denver, CO 80202 F.M. Stevenson 3400 Anaconda Tower Denver, CO 80202 Roberts Oil and Gas One West Loop S. Houston, TX 77027 Patrick Limited Partnership #3 744 West Michigan Avenue Jackson, MI 49201 Ladd Petroleum Corp. Suite 830 Denver Club Building 518 17th Street Denver, CO 80202 May Energy Partnership 1 Lincoln Centre 5400 IP J Freeway LB8 Dallas, TX 75240 Barbara Bogy Thomas c/o Weld County District Court Clerk 9th Avenue & 9th Street Greeley, CO 80631 Re: Case No. 83-PR-29 EXHIBIT "B" MINERAL OWNERS (1) J.M.C. Company Pension Trust as to an undivided .947^c; (2) J.M.C. Conpany Profit-Sharing Trust as to an undivided 3.158%; (3) Fort Collins Orthopedic Associates, P.C. , Pension Trust as to an undivided 16.421%; (4) Fort Collins Orthopedic Associates, P.C. , Profit-Sharing Trust as to an undivided 51 .789%; (5) Fort Collins Orthopedic Associates, P.C. , Second Pension Trust as to an undivided 5.053%; (6) Fort Collins Orthopedic Associates, P.C. , Second Profit-Sharing Trust as to an undivided 12.632 ; (7) Charles T. Collopy , P.C. Profit-Sharing Trust as to an undivided 5.0%; (8) Charles T. Collopy as to an undivided 5.0 . Address: Ci2r]cs T. Collopy 1200 Fast Elizabeth Street Fort Collins, CO 50524 Telephone (303) 413-0112 Planned Unit Development Change of Zone AFFIDAVIT OF INTEREST OWNERS MINERALS AND/OR SUBSURFACE Application No. Subject Property Tot "A" of Recorded Exemption No. 755 STATE OF COLORADO ) ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names and addresses of all mineral owners and lesses of mineral owners on or under the parcel of land which is the subject of the application as their names appear upon the records in the Weld County Clerk and Recorder' s Office, or from an ownership update from a title or abstract company or an attorney. The foregoing instrument was subscribed and sworn to before me this 16th day of May , 1986 WITNESS my hand and official seal. My Commission Expires My Commission expires: August 22, 1987 ()E...//Notary Pub , c MINERAL OWNERS (1) J.M.C. Ccmpeny Pension Trust as to an undivided .947%; (2) J.M.C. Ccrnpany Profit-Sharing Trust ac to an undivided 3.158%; (3) Fort Collins Orthopedic Associates, P.C. , Pension Trust as to an undivided 16.421%; (4) Fort Collins Orthopedic Associates, P.C. , Profit-Sharing Trust as to an undivided 51.789%; (5) Fort Collins Orthopedic Associates, P.C. , Second Pension Trust as to an undivided 5.053%; (6) Fort Collins Orthopedic Associates, P.C. , Second Profit-Sharing Trust as to an undivided 12.632%; (7) Charles T. Collopy, P.C. Profit-Sharing Trust as to an undivided 5.0s; (5) Charles T. Collopy as to an undivided 5.0%. Address: Charles T. Col ]opy 1200 East Elizabeth Street Fort Collins, CO 80524 Telephone (303) 413-0] 12 LESSEES Arthur L. Owen 2000 Mercantile Commerce Building Dallas, TX 75201 Petro Pacific Resources, Inc. 1201 Dove Street, Suite 510 Newport Beach, CA 92660 Jackass Partners c/o Frontier Silver Mines Corp. General Partner 520 112th Avenue N.E. Bellvue, WA 98004 Patrick Petroleum Company 950 Seventeenth Street, Suite 1655 Denver, CO 80202 Hartex Oil and Gas Program 1980-1 98 Iverness Drive East Englewood, CO 80112 Jane Ray Dietrich 253 Tollhill East 5440 Harvest Hill Road Dallas, TX 75230 Gwen B. Davis 502 Tiffany Richardson, TX 75081 Superior Resources, Inc. 10793 Harry Hines Boulevard Dallas, TX 75220 Atlantic Oil Corporation 1825 Lawrence Street #322 Denver, CO 80202 F.M. Stevenson 3400 Anaconda Tower Denver, CO 80202 Roberts Oil and Gas One West Loop S. Houston, TX 77027 Patrick Limited Partnership #3 744 West Michigan Avenue Jackson, MI 49201 Ladd Petroleum Corp. Suite 830 Denver Club Building 518 17th Street Denver, CO 80202 May Energy Partnership 1 Lincoln Centre 5400 ITT Freeway LB8 Dallas, TX 75240 Barbara Bogy Thomas c/o Weld County District Court Clerk 9th Avenue & 9th Street Greeley, CO 80631 Re: Case No. 83-PR-29 i Planned Unit Development Change of Zone AFFIDAVIT OF INTEREST OWNERS SURFACE ESTATE Application No. • Subject Property Lot "A" of Recorded Exemption No. 755 STATE OF COLORADO ) ) ss. COUNTY OF WELD ) THE UNDERSIGNED, being first duly sworn, states that to the best of his or her knowledge the attached list is a true and accurate list of the names, addresses and the corresponding Parcel Identification Number assigned by the Weld County Assessor of the owners of property (the surface estate) within five hundred (500) feet of the property subject to the application. This list was compiled from the records of the Weld County Assessor, or an ownership update from a title or abstract company or attorney, derived from such records, or from the records of the Weld County Clerk and Recorder. The list compiled from the records of the Weld County Assessor shall have been assembled within thirty (30) days of the applicat 11i n submission d The foregoing instrument was subscribed and sworn to before me this 16th day May , 1986 by. Kenneth F. Lind. WITNESS my hand and official seal. My Ccmmission Expireg My Commission expires: August 22, 1987 i cE 9 Notary Publ ' c Planned Unit Development Change of Zone NAMES OF OWNERS OF PROPERTY WITHIN 500 FEET Please print or type NAME _ ADDRESS,__TOWN/CITY, ASSESSOR' S PARCEL STATE AND ZIP CODE IDENTIFICATION # GNS CORPORATION 3960 South Bellaire Street c/o Roger Gump Englewood, CO 80110 62080709000006 P.O. Box 60 AMIGO FARMS, INC. Milliken, OD 80543 62080716400024 Carl F. & Dorothy 33772 Hwy 257 Breniman, et. al. Windsor, CO 80550 62080716000001 Carl F. & Dorothy 33772 Hwy 257 Breniman, et. al. Windsor, CO 80550 62080709000004 Raymond F. and 24681 WCR 19 Gloria A. Winder Windsor, CO 80550 62080709000013 P.O. Box 1920 Anna Winder Windsor, CO 80550 62080715000026 Hergert Limited 36652 WCR 23 - Partnership No. 4 Windsor. CO 80550 62080709000003 Norman L. and 8120 WCR 72 Georgia C. ,Tohncon Windsor. CO 80550 62080709000002 -10481 WCR 66 Marilyn R DiTienne Windsor, CO 80550 62080710000024 Ronald D. and P.O. Box 878 - rharlyne A Kruger Windsor, CO 80550 62080710000041 John L. and 9125 WCR 70 Tune K Paral Windsor. CO 80550 62080710000042 • P.U.D. ZONE CHANGE SUBMISSION • PROJECT PFRED HIMMEL LOCATION: Section 9, Township 6N, Range 67, West of the 6th P.M. Weld County , Colorado P.U.D. PLANNING OBJECTIVES PFRED HIMMEL PLANNING OBJECTIVES The following data is provided as documentation for the PFRED HIMMEL P.U.D. zoning change. These statements address the application check list require- ments of the Weld County Planned Unit Development Procedural Guide. The Application Requirements One through Four plus Thirteen and Fourteen accom- pany this submission.- In specific we will document requirements Five through Twelve. The applicant acknowledges his responsibility for the doc- umentation of Items Fifteen and Sixteen at the time of their occurrence. We begin with Requirement Number Five. 5. The property of the PFRED HIMMEL P.U.D. is located currently within the sphere of influence of the Town of Windsor. Currently the Town of Windsor has annexed property to the West of the property and to the South of the property. The town limits currently are within 500 feet of the property. Good planning principals suggest that there needs to be a gradual transi- tion between zoning uses and densities. It is anticipated that the an- nexed property within the town boundaries will develop at gross densities of three to four units per acre. In order to provide proper transition from urban-type zoning to rural -agricultural land uses, a transitional es- tate density buffer should be provided. We believe this project with its density of 4.3 acres per unit provides that proper buffering space between uses. The project is consistant with the intent of the P.U.D. district because it allows the property to develop under these regulations due to its unique development concept. It is the intent of this project to provide acreage land for individual ownership to whomever would desire to maintain a horse on their site for a reasonable land cost. The number of horses kept would be consistant to the comprehensive plan for residential zoning district wnich is two per lot. This is a density of two acres per horse which is substantially lower than the four horses per acre allowed by the current zoning. Besides providing a place for a particular life style not accounted for by the County Zoning nor the Town Zoning, the project achieves a uniqueness by providing a usable system of bridle pathways that surround the entire property and connects each home to the common open space. This bridle trail system provides a buffering space between the site uses and adjacent property uses which fulfills another major planning goal of the P.U.D. process and the comprehensive plan. 6. Currently this property is a special exemption use that was separated from a larger parcel which has remained as productive agricultural land. This land was originally separated due to its limited capabilities as useful agricultural land due to geological , topographic and productivity characteristics. In short this property as productive crop land had limited ability to support agricultural practices of producing cash crops such as corn or wheat. The desired land use of estate-type farm for main- taining horses best suits the agricultural capabilities of the land being PFRED HIMMEL P.U.D. PLANNING OBJECTIVES Page 2 grass producing vegetation. The uses proposed for this property are com- patible with the surrounding uses of agricultural land due to the low den- sity and rural farming orientation that the parcel intends to develop: 7. Water service will be provided by the North Weld Water District. A letter noting their ability to service the properties accompanies the P.U.D. package. In regard to sanitary services the geotechnical report prepared by Empire Laboratories, Inc. indicates that standard septic sys- tems can be properly constructed on all but one site at this time. On- site analysis indicates that special design restrictions will be necessary or additional test locations examined to achieve proper sewage disposal for the entire project. Prior to any construction, formal and proper ap- plications will be secured from the Weld County Health Department. 8. Accompanying this application are two copies of the soils investiga- tion and geological report for review by the County and State agencies. Soils studies indicate no significant problems exist for the type of structures anticipated. 9. The P.U.D. fronts on County Road 19 which is paved in both directions from the property. The entire project consists of five homes , one of which is existing. The additional traffic generated would be approximately 32 to 40 daily trips which is an insignificant impact on a road of this quality. - 10. The report from Empire Laboratories , Inc. indicates that the quantity and quality of the gravel found on site is of minimal value. It would appear that the gravel visible at the road cut of County Road 19 and found in one of the test borings is extremely limited in area making the mining feasibility minimal . 11 . evaluating the property with respect to the Weld County Maps, we find no conflict in regard to Weld County Airport, geological hazards, or ;_1_:._1 vl ain hazards. Further examination of the geotechnical investigation cuildborates our ascertation that no geologic or flood hazard exist on site. 12. The Staff Comments on our sketch plan submission brought up no further planning related questions that would need to be addressed as concerns. enc. POUDRE V A L L E 7 RECEIVED J 1P1 3 0 1986 Poudre `` i ° RURAL ELECTRIC ASSOCIATION Valley �1 P. O. BOX 1727 FORT COLLINS, COLORADO 80522 PHONE 226- 1234 • January 22, 1986 Ronald Kruger P.O. Box 878 Windsor, Colorado 80550 Dear Mr. Kruger: The rough cost to extend electric lines into Pferd Hilmmel Sub- division is $2,750.00. This estimate is based upon the plat which was provided to us, and is contingent upon a couple of factors. Before a final cost can be established the road into the lots just be completed and all property pins must be staked. When this has been done please contact us so that we can do an actual staking. Transformers, meters and conduits have not been included in the cost above. These units can be applied for by the individual homeowners. Poudre Valley REA invests $1,200.00 for facilities to each homeowner and, therefore, can provide service at no con- struction cost (if using an existing pole) . Enclosed is a copy of the plat with a few notes which may concern you. Also, the cost of the facilites must be paid up-front. The dev- eloper must contact us so that contract and easement information can be exchanged. Thank you for your cooperation, if you should have any questions, please contact me. Sincerely, Pat Plank Engineering Representative PP/dm Enclosure GREELEY•666-7431 LOVELAND•667-7324 LONGMONT•776-1084 DENVER•623-8606 J BOARD OF DIRECTORS NORTH WELD COUNTY WATER DISTRICT ERNEST TIGGES ALEX HEIDENREICH ROBERT ALKIRE y HIGHWAY 85 LUCERNE,COLORADO 80646 GARY SIMPSON LYLE NELSON,MGR. W.M. McKAY P.O. BOX 56 • PHONE 356-3020 January 14 , 1985 RE : Water Service - Ron Kruger . Dear Sirs , This letter is in response to your inquiry regarding water service to the following described property : SE- Sec . 9-6-67 X 1 . Water service is presently being provided to the above described property . 2 . X Water service can be made available to the above described property provided all requirements of the District are satisfied . If contracts liave not been consumated with North Weld County Water District within one year from date of this letter , this letter shall become null and void . Additional comments : Sincerely ; NORTH WELD COUNTY WATER DISTRICT Ly D . Nelson , Manager LDN/wb �,� �� - y- 0v20040 03/11/113 16. 6.• 00 1/00_ , AK1920040 F 0064 MARY AI N 0991 REC 1 ArmfCUEF'SIE11J CIERK A RECORDER WILD CO, CO .J Slot. , ii. i?c ,i. 1 • PERSONAL REPRESENTATIVE'S DEED Dab "pp'G_ UNDER COLORADO FIDUCIARIES' POWERS ACT $ �.1. i . . ti This Deed, made by Jacob H. Stromberger,berger and John _-_ -- Stromberger, as Personal Representatives of the Estate of . Henry Stromberger, Deceased, Grantors to the following Grantees, - to wit: - - - J. M. C. Company Pension Trust - an undivided .947% J. H. C. Company Profit-Sharing Trust. - an undivided 3.152% Fort Collins Orthopedic Associates, P.C. , Pension - - Trust - an undivided 16.421% Fort Collins Orthopedic Associates, P.C., Profit- • Sharing Trust - an undivided 51.789% Fort Collins Orthopedic Associates, P.C., Second - Pension Trust - an undivided 5.053% Fort Collins Orthopedic Associates, P.C. , Second Profit-,Sharing Trust - an undivided 12.6321 - Charles T. Collopy, P.C. Profit-Sharing Trust - . an undivided 5.0% Charles T. Collopy - an undivided 5.0% � � • The address of all Grantees being 1200 East Elizabeth Street, ] f'- Fort Collins, Colorado 80524. j,r .' WHEREAS, Grantors are the qualified Personal Repre- ',.) sentatives under the Last Will and Testament of the decedent, '.) C - which Will was admitted to Probate on the 30th day of December, ` - 1981 , by the District Court in and for the County of Weld, r State of Colorado, Case No. 81 PR 324; • - ' NOW, THEREFORE, pursuant to the power conferred upon Gr-antors by the Colorado Fiduciaries' Powers Act, and for valuable consideration, Grantors sell and convey to Grantees the real property described on Exhibit 'A' attached hereto and by reference incorporated herein. 1 - Executed this 9th day of March, 1983. /.) - - acob h romberger, Cb-R . sonal representative of the Est-Kte of Henry Stromberger, Deceased r I) ,i, . f L Joho" Stror. Vrger-, Co-rersonal- ' - ReOresentative of the Estate of - Henry Stromberger, Deceased ' STATE OF COLORADO ) - ) ss i COUNTY OF WELD ) i • _ The foregoing instrument was acknowledged before me this 9th day of March, 1923, by Jacob H. Stromberger and John - ' Strerberger, Co-Personal Representatives of the Estate of Henry Strcrberger, Deceased. i •'-.. - _1/,n. .,ovary r'_blid . - . . . _`-cam 'y Address: PJ,-• 1C , j . s S 1 or. Expires: /1'%,i3 ASTI SST, Z.:ILI', N11_.+•� L/.JIA ./v r 1` GA,s•!K, w 1Oe -),id 1. ' _ t = _ - EXHIBIT "A" { r h 1 ` ` - J_._. _ _�_. _. _.ter • • • F 0991 REC 01920040 03/11/83 16 22 5A.00 2/002 r 0065 MARY ANN EEUERSIEIN CI ERN & RECORDER WELD CO, CO• - EXB IB IT "A- _ • E mencing at the Northwest Corner (NW Cor) of the Southeast Ouarter (SEl/a) of _- — Section Nine (9), Township Six (6) North, of Range Sixty-seven (67) West of the - • - - -- _ - 6th P.K., County of Veld, State of Colorado; - running thence East about 100 feet to the North line of the Lake Canal; thence South 57' East, 122 feet; - thence South 16'51' East. 159 feet; _ - - thence South 57'21' East, 231 feet; zZ _- thence South 30'36' East, 180 feet; - thence South 50'56' East, 125 feet; • - thence North 84-34' East, 291 feet;• thence South 3'46' East, 24) feet: thence South 31.41' East, 135 feet; • - thence North 86'18' East, 191 feet; - - - _ thence South 47'36' East, 133 feet; thence South 2'41' East, 215 feet; thence South 42'6' East, 285 feet; thence North 87'39' East, 135 feet; thence North 43'4' East, 134 feet; - - thence North 19'34' East, 330 feet; thence Korth 16'4' East, 154 feet; thence North 31'4' East, 125 feet; thence North 14'36' West, 364 feet; - thence South 47'36' East, 510 feet: _ - thence South 36'6' East, 84 feet; thence South 82'46' East, 134 feet; - - thence North 77'44' East, 210 feet; • thence South along the East boundary of said Section 9. 1997 feet to the Southeast Corner (SE Cor) of said-Section 9; thence Vest along the South boundary line of said Section 9 to the South Quarter• - Corner (SI/4 Cor) of said Sect ion. 9. 2611.2 feet: - -' thence North along the Northand South center line of said Section 9 to the Place of Beginning. With all appurtenances, vater and eater rights, including four (4) shares of The ` 7 Lake Canal Irrigation Cerpany and four (4) shares of The Challgren Literal Co=pany; subject to the 1983 real property taxes, rights of way for county roads, existing roads, highways, ditches, utilities, pipelines of record or excepting on said pre_ises, rights of way recorded in Deed in Book 25, Page 2, Weld _ County records, rights of vay for outlet fro= The Windsor Reservoir as shnvn _ in instrument recorded In Book 163, Page 83, Weld County records, and oil and - - gas lease recorded in Book 840, Reception No, 1762415, Weld County records. • _ - - I >_ t _ ,�'r rr i s i^ s l - 4 >} -..-a s 4 y -`yam Z+nal� •e_ .,1 ry"„ f -a.,.i= i"'..(n.1.r31. -73.-1:2-77r1 c?4 ' .`.-."2":4: �`` - F xJ e:+ .z'j` k L �ti� �.� `t 3 .� C 41_.7�' - :•. -.;.- s., a t • T w : � < • 6 ';r °• C Y -• ' ^- �t ll ere t 'y; K s. ire -�. t III Empire Laboratories, Inc. •c. P O Box 503 . 13031 4840359 GEOTECHNICAL ENGINEERING&MATERIALS TESTING 301 No.Howes • Fon Collins.Colorado 80522 April 17, 1986 Dr. Charles Collopy Fort Collins Orthopaedic Associates - 1200 East Elizabeth Fort Collins, Colorado 80524 Re: Proposed 5-Lot Residential Development North of Windsor, Colorado ELI Project No. 6295-86 Dear Dr. Collopy: Empire Laboratories, Inc. prepared a "Report of a Preliminary Geotechnical Investigation" for the above-referenced site on March 27, 1986. Percolation tests were run on each of the four proposed building sites in the planned residential development. Three of the four lots had suitable percolation rates and soil and ground water conditions for construction of standard-type septic systems. Lot 4, in the area of Boring 2, exhibited percolation rates slower than allowed for standard-type septic systems. In our opinion, this should not be detrimental for the proposed development in view of the size of the lots. When additional percolation tests are run for the actual building sites, suitable rates may be encountered. If not, an individual sewage disposal system could be engineered for the site comprising both soil absorption and evapo-transpiration. A third option would be to revise the proposed lot lines to include suitable soil conditions and adequate percolation rates for standard-type septic systems for each lot. If you have any questions regarding our comments or if we can be of any further service to you on this matter, please do not hesitate to contact us. Very truly yours, - - EMPIRE LABORATO , INC. i .r`' Sh od F eiI R. •'��?��' � -' Senior Engineering Geologist ' Reviewed by: Chester C. Smith , P.E. . J President BOR4J W/ \.• Branch Offices C !a ;d P.O.Box 1135 P.O.Box 1744 P.O. Box 10076 -\ E� / Longmont.Colorado 80502 Greeley,Colorado 80632 Cheyenne.Wyoming 82003 (303)776-3921 (303)351-0460 (307)632-9224 d• q. Member of Consulting Engineers Council 1_ ti REPORT" - OF A PRELIMINARY GEOTECHNICAL INVESTIGATION FOR PROPOSED 5-LOT RESIDENTIAL DEVELOPMENT NORTH. OF WINDSOR, COLORADO DR. CHARLES COLLOPY FORT COLLINS, COLORADO PROJECT NO. 6395-86 BY EMPIRE LABORATORIES, INC. 301 NORTH HOWES STREET FORT COLLINS, COLORADO 80521 TABLE OF CONTENTS Table of Contents Letter of Transmittal Report 1 Appendix A A-1 Test Boring Location Plan and Geologic Map A-2 Key to Borings A-3 Log of Borings A-4 Appendix B B-1 Summary of Test Results B-2 Appendix C C-1 Appendix D D-1 Soils Map D-2 Soils Descriptions D-3 „r - " „. r. Empire Laboratories, lila. P.O.Box 503 • (303)484-0359 GEOTECHNICAL ENGINEERING 8 MATERIALS TESTING 301 No.Howes • Fort Collins,Colorado 80522 March 27, 1986 • Dr. Charles Collopy 1200 East Elizabeth Fort Collins, Colorado 80524 Dear Dr. Collopy: We are pleased to submit our Report of a Preliminary Geotechnical Investigation prepared for the proposed five-lot residential development located on Weld County Road 19 , north of Windsor, Colorado. The accompanying report presents our findings in • the subsurface and our recommendations based upon these findings. Very truly yours, EMPIRE LABOR T ES, NC. \\\\Caer,4,;:":••eo, 7 7 / / / -Mir, ' .-, • Well R. rod .... Senior Engineering Geologist • ',,% Reviewed by: ----- Chester C. Smith, P.E. _- - President 6% ,n J - cic �'00R.470 7 4 W Branch Offices y P.O.Box 1135 P.O.Box 1744 P.O.Box 10076 4 g Longmont,Colorado 80502 Greeley,Colorado 80632 Cheyenne,Wyoming 82003 n]} n (303)776-3921 (303)351-0460 (307)6329224 d. Member of Consulting Engineers Council ii �., ..-�;... REPORT OF A PRELIMINARY GEOTECHNICAL INVESTIGATION SCOPE This , report- presents the results of a preliminary geotechnical evaluation prepared for the proposed five-lot residential development located approximately one mile north of Windsor, Colorado on Weld County Road 19. The investigation included test borings and laboratory testing of samples obtained• from these borings. The objectives of this study were to (1 ) determine the geologic characteristics at the site, (2) determine the subsurface conditions at the site relative to the proposed construction and (3) evaluate the suitability of the site for construction of septic systems in accordance with Weld County regulations. SITE EXPLORATION The field exploration, carried out on March 21 , 1986, consisted of drilling , logging, and sampling four (4) test borings and running four (4) percolation tests. The locations of the test borings are shown on the Geologic Map and Test Boring Location Plan included in Appendix A of this report. Boring logs prepared from the field logs are included in Appendix A. These logs show soils encountered, location of sampling, and ground water at the time of the investigation. A summary of the test results is included in Appendix B. The borings were advanced with a four-inch diameter, continuous- type, power-flight auger drill. During the drilling operations, a geotechnical engineer from Empire Laboratories, Inc. was present and made continuous observations of the soils encountered. A visual evaluation of the site was made by an engineering geologist of Empire Laboratories, Inc. on March 20, 1986. -1- SITE LOCATION AND DESCRIPTION The site is located west of Weld County Road 19, one mile north of Windsor, Colorado. More particularly, the site is described as a tract of land situate in the South 1 /2 of the Southeast 1 /4 of Section 9, Township 6 North, Range 67 West of the Sixth P.M. , Weld County, Colorado. The site consists of a twenty-three (23) acre site located adjacent to Weld County Road 19. An existing farm house, barns and assorted outbuildings are located at the extreme southern end of the site. A gravel topped knoll is located in the southern portion of the site, and Weld County Road 19 is cut through this knoll. An existing concrete irrigation lateral , located along the west edge of the knoll, crosses Weld County Road 19 twice. Once just north of the existing residence and again the approximate center of the site. A second irrigation ditch crosses under Weld County Road 19 just north of the concrete irrigation lateral , runs westward and then southward through the site. A small wet or marshy area is located in the northeast corner of the site, and an intermittent drainage flows southwestward through the property. Major drainage in the area is from the knoll in the southeast portion of the site and from the northwest portion of the property into the intermittent drainage. Currently, the majority of the site is an irrigated farm field vegetated with corn stubble. Several large trees are located adjacent to the irrigation ditch. A large silage pit has been dug into the knoll north of the farm house. LABORATORY TESTS AND EVALUATION Samples obtained from the test borings were subjected to testing in the laboratory to provide a sound basis for evaluating the physical properties of the soils encountered. Moisture contents, dry unit weights, unconfined compressive strengths, swelling potentials, and the Atterberg limits were determined. A summary of the test results is included in Appendix B . -2- n �'"") r SOIL AND GROUND WATER CONDITIONS The soil profile at the site consists of strata of materials arranged in different combinations. In order of increasing depths, they are as follows: • (1 ) Silty Topsoil : The majority of the area tested is overlain by a six (6) inch layer of silty topsoil. The topsoil has been penetrated by root growth and organic matter and should not be used as bearing soil or as a fill and/or backfill material. (2) Sandy Silty Clay: This stratum underlies the topsoil in both Borings 1 and, 2 and extends beyond the depths explored. The silty clay is plastic, contains minor amounts of sand and exhibits low to moderate bearing characteristics in its damp to moist in situ condition. When wetted , the clay stratum exhibits very slight swell potential. (3) Sandy Clayey Silt: This stratum underlies the topsoil and the surface' in Borings 3 and 4 and extends to the gravel stratum below. The clayey silt contains varying amounts of sand, is slightly plastic, and exhibits moderate bearing characteristics in its damp, natural condition. (4) Silty and/or Clayey Sand, Gravel and Cobbles: This stratum underlies the silt layer in Borings 3 and 4 at depths one (1 ) to four and one-half (4-1 /2) feet below the surface and extends to the bedrock below. The sand and gravel contains varying amounts of silt and clay, is poorly graded, is dense, and exhibits high bearing characteristics. It is estimated that the cobbles within the gravel stratum vary in size to six (6) inches in diameter. (5) Siltstone Bedrock: The bedrock was encountered below the sand and gravel stratum in Borings 3 and 4 at depths five and -3- one-half (5-1 /2) to eleven (11) feet below the surface and extends to greater depths. The upper one (1 ) to two (2) feet of the bedrock is highly weathered; however, the underlying siltstone is firm and exhibits very high bearing characteristics. When wetted, the siltstone bedrock stratum exhibits slight swell potential. (6) Ground Water: At the time of the investigation, free ground water was encountered in Borings 2 , 3, and 4 at depths eleven (11 ) to thirteen and one-half (13-1 /2) feet below the surface. No free ground water was encountered in Boring 1 to the depth explored. Water levels in this area are subject to change due to seasonal variations, irrigation demands on and/or adjacent to the site, and the volume of flow in the intermittent drainage which traverses the property. In addition, where ground water is not already encountered on top of the bedrock stratum, surface water may percolate through the upper subsoils and become trapped on the relatively_ impervious bedrock stratum, forming a perched ground water condition.' RECOMMENDATIONS AND DISCUSSION It is our understanding that the site is to be developed for five residential lots. The_ existing farmhouse will be located on Lot 1 , and four additional building sites are proposed as shown on the Test Boring Location Plan and Geologic Map included in Appendix A. Private drives are proposed in the project area. Open space areas are planned at the north end of the site, and the lot sizes will vary between approximately two (2) to six (6) acres. The site will be served by domestic water and on-site sewage disposal systems. -4- Geology The proposed residential development is located within the Colorado Piedmont section of the Great Plains physiographic province. The Colorado Piedmont, formed during Late Tertiary and Early Quaternary time (approximately sixty-five million (65 ,000,000) years ago) , is a broad , erosional trench which separates the Southern Rocky Mountains from the High Plains. Structurally, the property lies along the western flank of the Denver Basin. During the Late Mesozoic and Early Cenozoic Periods (approximately seventy million (70 ,000,000) years ago) , intense tectonic activity occurred, causing the uplifting of the Front Range and the associated downwarping of the Denver Basin to the east. Relatively flat uplands and broad , valleys characterize the present-day topography of the Colorado Piedmont in this region. The site is underlain by the Cretaceous Pierre Formation. The Pierre Shale is overlain by alluvial sands and gravels, silts and clays and residual clays of Pleistocene and/or Recent Age. Bedrock outcrops were noted in the Weld County Road 19 road cut at the south end of the site and in the silage pit dug into the existing knoll at the site. The bedrock consists of flat-lying , thin-bedded siltstone. The bedrock was also encountered in Borings 3 and 4 at depths five and one-half (5-1 /2) to eleven (11 ) feet below the surface. Bedrock was not encountered in the western portion of the site in Borings 1 and 2 to depths fifteen (15) feet below the surface. It is estimated that the bedrock underlies this portion of the site at depths twenty (20) to twenty-five (25) feet below the surface. Seismic activity - in the area is anticipated to be low. Due to this and the flat-lying nature of the bedrock, the site, in our opinion, should be relative stable from a structural standpoint. A small intermittent drainage traverses the site, and a wet marshy area is located with this drainage at the east end of the site adjacent to Weld County Road 19. No construction is planned in these areas. It is recommended that construction not be placed within the one hundred (100) year flood plain of this intermittent stream. Should any future construction be planned in the wet, marshy -5- area, draining of the area and/or filling this portion of the site would be required. Due to the relatively flat nature of the site, geologic hazards due to mass movement, such as landslides, mudflows, etc. , are not anticipated. With proper site grading around the structures, erosional problems should be minimal. In addition, adequate culverts should be provided where the private drive crosses the intermittent drainage. A thin layer of terrace gravel was encountered in the southeastern portion of the site. No gravel was encountered in the remainder of the site to depths of fifteen (15) feet below the surface. This gravel layer is approximately four and one-half (4-1 /2) to six and one-half (6-1 /2) feet thick in the project area. The gravel contains varying amounts of silt and clay and except for structural fill would require extensive washing for use in most construction materials. However, due to the small amount and poor quality of this material , it is our opinion that the gravel source is not of economic value. It is our opinion that the geologic characteristics of the remainder of the site are such that the property does not contain economic deposits of quarry rock, coal or limestone. In addition , the Pierre Formation does not, to our knowledge, contain extensive radioactive minerals. Therefore, radiation hazards in the area should be minimal. • Site Grading and Utilities Specifications pertaining to site grading are included below and in Appendix C of this report. It is recommended that the upper six (6) inches of topsoil below building, filled and paved areas be stripped and stockpiled for reuse in planted areas. The upper six (6) inches of the subgrade below building, paved and filled areas should be scarified and recompacted at or slightly wet of optimum moisture to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-78. (See Appendix C.) Fill should consist of the on-site soils or imported material approved by the geotechnical engineer. Fill should be placed in uniform six (6) to eight (8) inch lifts and mechanically compacted at or slightly wet of optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78. -6- Bedrock encountered at the site may be used as fill material. Heavy-duty construction equipment equivalent to a D-8 tractor or a backhoe having a minimum one and one-half cubic yard bucket may be needed to excavate the firm bedrock, and bedrock used as fill should be broken into • pieces less than six (6) inches in diameter. Proper placement of the bedrock as fill may be difficult, and a disc or other mixing equipment may be needed to obtain uniform moisture and proper compaction. The bedrock should be used in open and planted areas or in the lower portion of fill below paved and building areas. Utility trenches dug four (4) feet or more into the upper subsoils should be excavated on stable and safe slopes, or the excavations should be properly shored. The firm bedrock may be excavated on near-vertical slopes. Excavation of the firm bedrock may require the use of heavy-duty construction equipment equivalent to a backhoe having a minimum one and one-half cubic yard bucket. Where utilities are excavated below ground water, dewatering will be needed during placement of pipe and backfilling for proper construction. All piping should be adequately bedded for proper load distribution. Backfill placed in utility trenches in open and planted areas should be compacted in uniform lifts at optimum moisture to at least ninety percent (90%) of Standard Proctor Density ASTM D 698-78 the full depth of the trench: The upper four (4) feet of backfill placed in utility trenches under roadways and paved areas should be compacted at or near optimum moisture to at least ninety-five percent (95%) of Standard Proctor Density ASTM D 698-78, and the lower portion of these trenches should be compacted to at least ninety percent (90%) of Standard Proctor Density ASTM -D 698-78. Addition of moisture to and/or drying of the subsoils may be needed for proper compaction. Proper placement of the bedrock as backfill may be difficult. Stripping , grubbing, subgrade preparation, and fill and backfill placement should be accomplished under continuous observation of the geotechnical engineer. Field density tests should be taken daily in the compacted subgrade, fill , and backfill under the direction of the geotechnical engineer. Foundations In view of the loads transmitted by the anticipated single-family residential construction and the soil conditions encountered at the site, it is recommended that the structures be supported by conventional-type spread footings and/or continuous grade beams. Footings and/or grade beams should be, founded: on the original, undisturbed soil a minimum of thirty (30) inches below finished grade for frost protection. The identification and undisturbed nature of the soil should be verified by the geotechnical engineer prior to placement of foundation concrete. Based on preliminary test results, footings and/or grade beams founded on the upper clays and silts at the site may be designed for a maximum allowable bearing capacity between one thousand (1000) to two thousand (2000) pounds per square foot (dead load plus maximum live load) . Footings founded in the gravel stratum encountered in the area of Borings 3 and 4 a minimum of two (2) feet above the bedrock stratum may be designed for a maximum allowable bearing capacity between . two thousand (2000) to four thousand (4000) pounds per square foot (dead load plus maximum live load) . Footings founded on the bedrock stratum may be designed for a maximum allowable bearing capacity between four thousand (4000) to six thousand (6000) pounds per square foot (dead load plus maximum live loads) . To counteract swelling pressures which may develop if the siltstone bedrock become wetted, all footings and/or grade beams founded on or within two (2) feet of the bedrock stratum should be designed for a minimum dead load between two hundred fifty (250) to seven hundred. fifty (750) pounds per square foot. Basements, Garden Levels and Slabs on Grade Basement construction is feasible at the site, provided the finished basement floor slabs .are placed a minimum of three (3) feet above existing ground water and/or the bedrock stratum. In the area of Boring 3 where the bedrock is encountered at a depth of five and one-half (5-1 /2) feet, a dewatering system will be required for basement -8- ¢r,r `, construction. The lower level of any portion of the structures founded within three (3) feet of the bedrock and/or ground water should be provided with a perimeter drainage system. Construction of a perimeter drain in the area of high bedrock will minimize the potential for perched water reaching the lower level of the structure. Subgrade below slabs on grade should be prepared in accordance with the recommendations discussed in the "Site Grading and Utilities" section of this report. Slabs on grade founded on the bedrock stratum should be designed as floating slabs structurally independent of bearing members. Septic Systems In view of the percolation rates and soil and ground water conditions encountered at the site, it is our opinion that the majority of the site is suitable for construction of a standard-type septic systems. The percolation rate in the area of Boring 2 was eighty (80) minutes per inch. This is not a suitable percolation rate for construction of a standard-type system system. Therefore, an engineered sewage disposal system will be required in this area. However, when additional percolation tests are made prior to construction , percolation rates may vary, and an area suitable for a standard-type septic system may be encountered. GENERAL COMMENTS It should be noted that this was a preliminary investigation and that the bearing capacities recommended in this report are based on preliminary tests. Due to variations in soil and ground water conditions, swelling pressures and percolation rates encountered at the site, it is recommended that additional test borings and percolation tests be made prior to construction. Samples obtained from the borings should be tested in the laboratory to provide a basis for evaluating subsurface conditions. -9- APPENDIX A. TEST BORINGjLOCATION PLAN r-iorj I v ,. / `\� ,----, / o o OS- LsLp L, ��/S / Or ,„, „ .� /, 0 ria'. _i__,----- l / 1 it+tom et � p ' ' NV -- it - 6 _.(21., �J5 . be, / I i L$ ® - -- I �d mys t / rIII $ ` �' 5 � ' OJ BALI; ' III-3o0I -a I 4- 1 I • 3 I geurAral LA f> 4- /141 0 Aar- `i-0-al az ____— 1 to RA - - r�t -DAL-- BOLL Ake AC„� Kr - ��TAG,,,,, f E E raft-1Ajlor- A-2 f ; EMPIRE LABORATORIES, INC. KEY TO BORING LOGS J' TOPSOIL ® GRAVEL Pre FILL '•Y. SAND & GRAVEL asso se SILT ® SILTY SAND&GRAVEL • CLAYEY SILT 1;7.o o COBBLES . SANDY SILTin SAND,GRAVEL& COBBLES ' CLAY - - - WEATHERED BEDROCK SILTY CLAY __ SILTSTONE BEDROCK Pral SANDY CLAY CLAYSTONE BEDROCK SAND SANDSTONE BEDROCK '•��• SILTY SAND =In LIMESTONE OMB Ira CLAYEY SAND x�R• GRANITE ��•� SANDY SILTY CLAY ❑ .. •� SHELBY TUBE SAMPLE_, . STANDARD PENETRATION DRIVE SAMPLER WATER TABLE 24 HOURS 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 uw EMPIRE LAOORATORIES. IAIC. • LOG OF BORINGS o 4 I 144 2, t,1o.3 .4- 110 / 5/12'/ i 105 ,,,- 17/12 7� 27/1214z . 7/12 ;.; 4/12 ! 50/11 'o4 ::o,° 48/12 . 5/12 - — a i / ® enr i00 �-y•r; . U≥U?e —�L_ / . ,. 35/12 _ _ 5(12 `/ 5/12 f 2 . 5/12 , - -__ 50/10q — 9' f / r -- • . % / , 50/11 1 _ 90 3/12 / 5/12 ••%< ' / .. _V_ i r. ' 85 5/12 '� 80 T.R .M. = Top of pipe: Elevation - 100.0' A-4 EMPIRE LABORATORIES, INC. APPENDIX B. o c N N N N N N N N N r— N r- N N N O LC) CO Ln L) In LC) f� O O VI I� OD O ry If) CO La N e Ln a CO r Y T� P : u= m0 F _. C N 0 U It I-CI) N u=0 •NQJ mQ _ 0 V C a • L0 J m ov (5c O T X « C In •• c- • aN. .. N v. r rn CO J-1_ N I-- -I 0 CO Cr W Z CC _ 6 uj l— m Cr) W 0 0 F- I- LL a el m O �'.�e m >- 'in Q CC Q m a E. m LL O • 3 w Ln in y Wh W O) CL e w m e- O 0 O O cy N O N.. M 'ado v a On CV Oy U T_ CO 0 O) t LL c6 M d' M 0 0 O) O r r V. N 3_ LC) 0) N O e n Q) err) N. CO N. O) N. O) M r. to M d- p C' N N V N N. M Q) LC) Gt M to w co N, M V E 2 N r r r r r N r N In N )I) 0 0 0 0 to O a O O Ln C' O O O) in O 0 0 CO t r C' Ln co to r C co 0) in r M N Co C r C' In CO V E nom I I I I I I I I I I I I I I i I I I I I C) Cu LL CC O LC) O O O O In O O O O Ln O O O O In O O O O N O M V !-- 0 M I� co C O co t\ co O M V I� V 4J r r r r 0 O 0 v CD o r N M a aZ CO B 2 . SUMMARY OF PERCOLATION TEST RESULTS Percolation Rate Test Boring Depth to Depth to (Time required for water Hole No. _- Bedrock (ft) _ Ground Water (ft) to fall one (1 ) inch in Min. ) 1 -- -- 60 2 12.1 80 3 5.5 13.5 40 4 11 .0 10.9 24 B-3 APPENDIX C. r APPENDIX C. Suggested Specifications for Placement of Compacted Earth Fill and/or Backfills. GENERAL A geotechnical engineer shall be on-site to provide continuous observation during filling and grading operations and shall be the owner's representative to inspect placement of all compacted fill and/or backfill on the project. The geotechnical engineer shall approve all earth materials prior to their use, the methods of placing, and the degree of compaction obtained. MATERIALS Soils used for all compacted fill and backfill shall be approved by the geotechnical engineer prior to their use. The upper two (2) feet of compacted earth backfill placed adjacent to exterior foundation walls shall be an impervious, nonexpansive material. No material, including rock, having a maximum dimension greater than six (6) inches shall be placed in any fill. Any fill containing rock should be carefully mixed to avoid nesting and creation of voids. In no case shall frozen material be used as a fill and/or backfill material. PREPARATION OF SUBGRADE All topsoil, vegetation (including trees and brush) , timber, debris, rubbish, and other unsuitable material shall be removed to a depth satisfactory to the geotechnical engineer and disposed of by suitable means before beginning preparation of the subgrade. The subgrade surface of the area to be filled shall be scarified a minimum depth of six (6) inches, moistened as necessary, and compacted in a manner specified below for the subsequent layers of fill. Fill shall not be placed on frozen or muddy ground. C-2 PLACING FILL No sod, brush, frozen or thawing material , or other unsuitable material shall be placed in the fill, and no fill shall be placed during unfavorable weather conditions. All clods shall be broken into small pieces, and distribution of material in the fill shall be such as to preclude the formation of lenses of material differing from the surrounding material. The materials shall be delivered to and spread on the fill surface in a manner which will result in a uniformly compacted fill. Each layer shall be thoroughly blade mixed during spreading to ensure uniformity of material and moisture in each layer. Prior to compacting, each layer shall have a maximum thickness of eight (8) inches, and its upper surface shall be approximately horizontal. Each successive 6" to 8" lift of fill being placed on slopes or hillsides should be benched into the existing slopes, providing good bond between the fill and existing ground. MOISTURE CONTROL While being compacted , the fill material in each layer shall as nearly as practical contain the amount of moisture required for optimum compaction or as specified, and the moisture shall be uniform throughout the fill. The contractor may be required to add necessary moisture to the fill material and to uniformly mix the water with the fill material if, in the opinion of the geotechnical engineer, it is not possible to obtain uniform. moisture content by adding water on the fill surface. If, in the opinion of the geotechnical engineer, the material proposed for use in the compacted fill is too wet to permit adequate compaction, it shall be dried in an acceptable manner prior to placement and compaction. COMPACTION When an acceptable, uniform moisture content is obtained, each layer shall be compacted by a method acceptable to the geotechnical engineer and as specified in the foregoing report as determined by applicable standards. Compaction shall be performed by rolling with approved tamping rollers, C-3 S pneumatic-tired rollers, three-wheel power rollers, vibratory compactors, or other approved equipment well-suited to the soil being compacted. If a sheepfoot roller is used, it shall be provided with cleaner bars attached in a manner which will prevent the accumulation of material between the tamper feet. . The rollers should be designed so that effective weight can be increased. MOISTURE-DENSITY DETERMINATION' Samples of representative fill materials to be placed shall be furnished by the contractor to the geotechnical engineer for determination of maximum density and optimum moisture or percent of Relative Density for these materials. Tests for this determination will be made using methods conforming to requirements of ASTM D 698, ASTM D 1557, or ASTM D 2049. Copies of the results of these tests will be furnished to the owner, the project engineer, and the contractor. These test results shall be the basis of.control for all compaction effort. DENSITY TESTS The density and moisture content of each layer of compacted fill will be determined by the geotechnical engineer in accordance with ASTM D 1556, ASTM D 2167, or ASTM D 2922. Any material found not to comply with the minimum specified density shall be recompacted until the required density is obtained. Sufficient density tests shall be made and submitted to support the geotechnical engineer's recommendations. The results of density tests will also be furnished to the owner, the project engineer, and the contractor by the geotechnical engineer. C-4 APPENDIX D. pc `'The-).--I f f 4OJ 4 MAP 1 i i „ 4- j_______ 33 3Z Ill I� �L� : IiI-3ool I --1---/-32 G- AJol-1i A119 An1914 , f-coP W I GALIGAJO 4M11-1-Lt sail P ' IoAM , 5 4 20 roialli 4Le,r5s 32 Ki M 1- Ar i , 14, 3 rr ai 61-or 33 KIM LaAfrf , 3 -4,9 5 P rab--- slot-s D-2 EMPIRE LABORATORIES, INC. r' 4—Aquolls and Aquepts, flooded. This nearly level 13—Cascajo gravelly sandy loam, 5 to 20 percer :map unit is in depressions in smooth plains and along the -slopes. This is a deep, excessively drained soil on terra( bottoms of natural drainageways throughout the survey ! edges and upland ridges at elevations of 4,600 to 5,2C area. Aquolls, which have a dark colored surface layer, 'feet. It formed in very gravelly calcareous alluvium. Ir !make up about 55 percent of the unit. Aquepts, which ! !eluded in mapping are small areas of soils that are sha have a lighter colored surface layer, make up about 25 low or moderately deep over sandstone and shale. 'percent. About 20 percent is soils that are well drained I Typically the surface layer is brown gravelly sane and soils that have sandstone or shale within 48 inches of - loam about 9 inches thick. The upper part of the underl the surface. ,. ing material is pale brown and light yellowish brown vet These are deep, poorly drained soils that formed in gravelly sandy loam about 22 inches thick. The lower pa recent alluvium. No one pedon is typical. Commonly the i to a depth of 60 inches is light yellowish brown vet soils have a mottled, mildly to moderately alkaline loamy I gravelly sand. A layer of strong lime accumulation or clayey surface layer and underlying material that ex- inches thick is below the surface layer. , tends to a depth of 60 inches or more. In places they have ! t, Permeability is moderately rapid. Available wat a gleyed layer in the underlying material. capacity is moderate. The effective rooting depth is i Most of the acreage is subject to excessive runoff. The inches or more. Surface runoff is slow to medium, and tl ,water table is at or near the surface in spring and during ! erosion hazard is low. the peak of the irrigation season. The potential native vegetation is dominated by litt These soils are used for rangeland and wildlife habitat. , l bluestem, sideoats grama, sand reedgrass, blue gram Some small areas are irrigated pasture. I hairy grama, switchgrass,-and needleandthread. Potenti The potential native -vegetation is dominated by j ! production ranges from 1,200 pounds per acre in favor switchgrass, prairie cordgrass, saltgrass, alkali sacaton, I ble years to 700 pounds in unfavorable years. As rang big bluestem, indiangrass, western wheatgrass, slender : 1 condition deteriorates, the tall and mid grasses decrees wheatgrass, sedge, and rush. Cattails and bullrush grow I blue grama and hairy grama increase, and forage produ in the swampy spots associated with these range sites. ' $-Lion drops. Potential production ranges from 4,000 pounds per acre in E Management of vegetation should be based on takir favorable years to 3,000 pounds in unfavorable years. As half or less of the total annual production. Seeding ar range condition deteriorates, the tall and mid grasses ; mechanical treatment are impractical. Deferred grazing decrease, production drops, and saltgrass, sedge, and rush 1 a practical measure in improving range condition. increase. The farming and irrigation in adjacent areas has 1 Windbreaks and environmental plantings are suited increased the amount of salts on much of the acreage. this soil. Low available water capacity and high calciu Management of vegetation on this soil should be based content are the principal hazards in establishing trees ar shrubs. Weed control is needed to insure establishme: on taking half and leaving half of the total annual produc- tion. Switchgrass, big bluestem, indiangrass, western and survival of plantings. Supplemental irrigation al: wheatgrass, pubescent wheatgrass, intermediate wheat- may be needed to insure survival. Trees that are be grass, tall wheatgrass, and tall fescue are suitable for suited and have good survival are Rocky Mountain j niper, eastern redcedar, ponderosa pine, and Siberian eh seeding. The plants selected should met the seasonal requirements of livestock. For successful seeding, a firm i The shrubs best adapted are skunkbush sumac and lilac. prepared seedbed is needed. A grass drill should be used. I, Wildlife uses are very limited because this soil lacl •Seeding early in spring has proven most successful. Tit- potential for producing necessary habitat element lage is needed to eliminate the undesirable vegetation. Because most of the acreage is rangeland, only rangelar I Wetland wildlife, especially waterfowl, utilize this unit. wildlife, for example, scaled quail and antelope, are tyI IThe wetland plants provide nesting and protective cover cal. Extreme care is needed in managing livestock grazir as well as some food. The nearby irrigated cropland, in order to provide suitable habitat on this soil. where wildlife obtain much of their food and find protec- considered is the most limiting soil feature that must t Live cover, makes this unit valuable to both wetland and considered in planning homesites and the construction �tive cover, , mwildakes roads. Other limiting features are the rapid permeabilit opein the substratum and the resulting hazard of grour Openland wildlife, especially pheasant, use this unit for water contamination from sewage lagoons. Site prepar cover and nesting. Deer find excellent cover in some tion for environmental plantings such as lawns, shrub areas. These valuable wildlife areas should be protected and trees is difficult because of the high content of gray from fire and fenced to prevent encroachment and and cobbles. Capability subclass VIIs nonirrigated; Gray overuse by livestock. They should not be drained. Capa- breaks range site. bility subclass VIw; Aquolls in Salt Meadow range site, Aquepts in Wet Meadow range site. D-3 • / >_, I r 32—Kim loam, 1 to 3 percent slopes. This is a deep, Wildlife is an important secondary use of this soil. The well drained soil on smooth plains and alluvial fans at 1cropland areas provide favorable habitat for ring-necked elevations of 4,900 to 5,250 feet. It formed in mixed eolian pheasant and mourning dove. Many nongame species can deposit and parent sediment from a wide variety of be attracted by establishing areas for nesting and escape :bedrock. Included in mapping are small areas of soils that cover. For pheasants, undisturbed nesting cover is essen- have loamy sand underlying material. I tial and should be included in plans for habitat develop- Typically the surface layer is brown and pale brown i ment, especially in areas of intensive agriculture. Range- 'loam about 12 inches thick. The upper 28 inches of the un- land wildlife, for example, the pronghorn antelope, can be !denying material is pale brown loam. The lower part to a attracted by developing livestock watering facilities, ,depth of 60 inches is pale brown fine sandy loam. • managing livestock grazing, and reseeding where needed. ( Permeability is moderate. Available water capacity is This soil has good potential for urban and recreational high. The effective rooting depth is 60 inches,or mere.;.' development. Increased population growth in. the survey ',Surface runoff is medium, and the erosion hazard is low. , area has resulted in increased homesite construction. The I In irrigated areas this soil is suited to all crops com- ' chief limiting soil feature for urban development and road Imonly grown in the area, including corn, sugar beets, construction is the limited capacity of this soil to support (beans, alfalfa, small grain, potatoes, and onions. An exam- ! a load. Septic tank absorption fields function properly, but 'pie of a suitable cropping system is 3 to 4 years of alfalfa community sewage systems should be provided if the 'followed by corn, corn for silage, sugar beets, small grain, I population density increases. Because of the permeability for beans. Land leveling, ditch lining (fig. 6), and installing , of the substratum, sewage lagoons must be sealed. 'pipelines may be needed for proper water applications. f Lawns, shrubs, and trees grow well. Capability subclass All methods of irrigation are suitable, but furrow ir- Ile irrigated, IVe nonirrigated; Loamy Plains range site. rigation is the most common. Barnyard manure and com- !, 33—Kim loam, 3 to 5 percent slopes. This is a deep, mercial fertilizer are needed for top yields. I well drained soil on plains and alluvial fans at elevations In nonirrigated areas this soil is suited to winter wheat, ' , of 4,900 to 5,250 feet. It formed in mixed eolian deposits barley, and sorghum. Most of the acreage is planted to and parent sediment from a wide variety of bedrock. In- 'winter wheat and is summer fallowed in alternate years l eluded in mapping are small areas of soils that have 'to allow moisture accumulation. Generally precipitation is I loamy sand underlying material. !too low for beneficial use of fertilizer. . 'j Typically the surface layer is brown anch pale blown ' Stubble mulch farming, striperopping, and minimum til- loam about 10 inches thick. The upper 28 inches of the un- ' derlying material is pale brown loam. The lower part to a lage are needed to control soil blowing and water erosion. Terracing also may be needed to control water erosion. i (_depth of 60 inches is pale brown fine sandy loam. I The potential native vegetation is dominated by blue I Permeability is moderate. Available water capacity is grama. Several mid grasses, such as western wheatgrass , high. The effective rooting depth is 60 inches or more. and needleandthread, are also present. Potential produc- S Surface runoff is medium, and the erosion hazard is ' tion ranges from 1,600 pounds per acre in favorable years moderate. , ' to 1,000 pounds in unfavorable years. As range condition In irrigated areas this soil is suited to crops commonly deteriorates, the mid grasses decrease; blue grama, buf- i grown in the area. Perennial grasses and alfalfa or close falograss, snakeweed, yucca, and fringed sage increase;-: grown crops should be grown at least 50 percent of the and forage production drops. Undesirable weeds and an-.' time. Contour ditches and corrugations can be Used in ir- nuals invade the site as range condition becomes poorer. rigating close grown crops and pasture. Furrow's; contour Management of vegetation on this soil should be based furrows, and cross slope furrows are suitable for row on taking half and leaving half of the total annual produc- crops. Sprinkler irrigation is also suggested. Keeping til- tion. Seeding is desirableif the range is in poor condition.' lage to a minimum and utilizing crop residue`help to con- . Sideoats grama, little bluestem, western wheatgrass, blue, trot- erosion. Maintaining fertility is important. Crops ' grama, pubescent wheatgrass, and crested wheatgrass are l, respond to applications of phosphorus and nitrogen. suitable for seeding. The grass selected should meet the In nonirrigated areas this soil is suited to winter wheat, seasonal requirements of livestock. It can be seeded into' barley, and sorghum. Most of the acreage is planted to , a clean, firm sorghum stubble, or it can be drilled into a winter wheat. The predicted average yield is 28 bushels firm prepared seedbed. Seeding early in spring hash per acre. The soil is summer fallowed in alternate years I proven most successful. , to allow moisture accumulation. Generally precipitation is Windbreaks and environmental plantings of trees and:i F tooLlow for beneficial use of fertilizer. shrubs commonly grown in the area are generally welt' Stubble mulch farming, striperopping, and minimum til- suited to this soil. Cultivation to control competing- lage are needed to control soil blowing and water erosion. vegetation should be continued for as many years as, Terracing also may be needed to control water erosion. possible following planting. Trees that are best suited and, The potential native vegetation is dominated by blue have good survival are Rocky Mountain juniper, eastern. grama. Several mid grasses, such as western wheatgrass ' redcedar, ponderosa pine, Siberian elm, Russian-olive, and and needleandthread, are also present. Potential produc- hackberry. The shrubs best suited are skunkbush sumac, tion ranges from 1,600 pounds per acre in favorable years lilac, Siberian peashrub, and American plum. to 1,000 pounds in unfavorable years. As range condition deteriorates, the mid grasses decrease; blue grama,. buf- _. falograss, snakeweed, yucca, and fringed sage increase; and forage production drops. Undesirable weeds and an- nuals invade the site as range condition becomes poorer. Management of vegetation on this soil should be based on taking half and leaving half of the total annual produc- tion. Seeding is desirable if the range is in poor condition. Sideoats grama, little bluestem, western wheatgrass, blue grama, pubescent wheatgrass, and crested wheatgrass are suitable for seeding. The grass selected should meet the seasonal requirements of livestock. It can be seeded into a clean, firm sorghum stubble, or it can be-drilled into a I firm .prepared seedbed. Seeding early in spring has - proven most successful. Windbreaks and environmental plantings of trees and shrubs commonly grown in the area are generally well suited to this soil. Cultivation to control competing vegetation should be continued for as many years as possible following planting. Trees that are best suited and have good survival are Rocky Mountain juniper, eastern . redcedar, ponderosa pine, Siberian elm, Russian-olive, and hackberry. The shrubs best suited are skunkbush sumac, I lilac, Siberian peashrub, and American plum. Wildlife is an important secondary use of this soil. The cropland areas provide favorable habitat for ring-necked pheasant and mourning dove. Many nongame species can -be attracted by establishing areas for nesting and escape ' cover. For pheasants, undisturbed nesting cover is essen- tial and should be included in plans for habitat develop- ment, especially in areas of intensive agriculture. Range- land wildlife, for example, the pronghorn antelope, can be attracted by developing livestock watering facilities, managing livestock grazing, and reseeding where needed. This soil has good potential for urban-and recreational development. Increased population growth in the survey area has resulted in increased homesite construction. The chief limiting soil feature for urban development and road construction is the limited capacity of this soil to support a load. Septic tank absorption fields function properly, but community sewage systems should be provided if the population density increases. Because of the permeability of the substratum, sewage lagoons must be sealed. Lawns, shrubs, and trees grow well. Capability subclass IIle irrigated, IVe nonirrigated; Loamy Plains range site. D-5 Hello