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O !°n f: ' iII �. o Lil II : a I It li IX • tl 4 o sI i w f. • eII1 t %HYVf69 _ a.o'III y Gb [ ° 4 I IPp k aI Ris ygi�@g FT z RI I I I A G " 5 F;. . \ O 'to It .] . -_-_,•. z1 II I $ , , _ .ii ;ii k k P III [�r II ₹13 r___ o I.1I P4 li. •RI [- as w { III, �a gl iF 1, t 4 - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. RESOLUTION • RE: GRANT CHANGE OF ZONE FROM A-AGRICULTURAL DISTRICT TO S- . SCIENTIFIC DISTRICT FOR HEWLETT-PACKARD, 1501 PAGE MILL ROAD, PALO ALTO, CALIFORNIA 94304 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 7th day of May, 1980 at 2 : 00 o 'clock p.m. for the purpose of hearing the peti- tion of Hewlett-Packard, 1501 Page Mill Road, Palo Alto, Cali- fornia 94304 , requesting a change of zone from A-Agricultural District to S-Scientific District for a tract of land as de- • scribed in Exhibit "A" which is attached hereto and incorporated herein by reference, and WHEREAS, Section 8 . 2 and 8 . 3 of the Weld County Zoning Resolution authorizes the Board of County Commissioners to grant a change of zone upon the showing by the petitioner of certain facts, and WHEREAS , the Board of County Commissioners heard all of the testimony and statements of those present, has studied the re- quest of the petitioner and the recommendations of the Weld County Planning Commission, and having been fully informed, is satisfied that the request for re-zoning complies with the Weld County Comprehensive Plan and the conditions set out in Section 8 . 2 and 3 . 3 of the Weld County Zoning Resolution. NOW, THEREFORE, BE IT RESOLVED by the Board of County Com- missioners of Weld County , Colorado that the petition of Hewlett- Packard for a change of zone from A-Agricultural District to S-Scientific District on a tract of land as described in Ex- hibit "A" be, and hereby is, granted subject to the conditions as recommended by the Weld County Planning Commission on April 15, 1980, and BE IT FURTHER RESOLVED by the Board that the road improve- ments offer of Hewlett-Packard, labeled Exhibit "B" , attached d' 934 L.Q I S o'clock .L!` AP_R..2.8 1981 Recorded at Rea. No, 1856219 +� � w4 -4444 r. �� 3(c C) " ) 800027 State of Colorado, Weld County Clerk & Recorder I.. _ .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. 934 1856219 hereto and incorporated herein by reference be, and hereby is , accepted, and BE IT FURTHER RESOLVED by the Board that the reasons for approval contained in the Weld County Planning Commission recom- mendations dated April 15 , 1980 be, and hereby are, adopted as the findings of fact of the Board of County Commissioners in this matter. The above and foregoing Resolution was , on motion duly made and seconded, adopted by the following vote on the 7th day of May, A.D. , 1980. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO 77 �cc (Aye) C. Kirby, airman ^P (Aye) Leonard L. Roe, Pro-Tem (A e) Norman Carlson (Aye) n �J L i Dunbar (Aye) ATTEST: '1/41Ylat,44. Q 7P� ^•Q -�'r e K. St inmark fl. .,Weld County Clerk and Recorder and C1e k to the Board. LBO - % ` 4 ./ c� -Deputy County/Clerk CAP15ROVW AS TO FORM: C ___ � o County Attorney DATE PRESENTED: MAY 12 , 1980 1.856219 to° 934 Co -3 EXHIBIT "A" Beginning at the Southwest Corner of Section 4 , Township 5 North, Range 66 West, of the Sixth Principal Meridian, and assuming the South line of the Southwest Quarter (SWa) of said Section 4 , to bear South 89°29 ' 00" East, with all bearings contained herein and relative thereto; thence South 89°29 ' 00" East along the South line of the Southwest Quarter (SW4) of said Section 4 , a distance of 2599. 30 feet; thence North 05°20 ' 06" East, a distance of 628. 92 feet; thence North 29°06 ' 00" East; a distance of 227 . 50 feet, to a point on the East line of the Southwest Quarter (SWa) of said Section 4; thence North 05°49 ' 00" East, along said East line of the Southwest Quarter (SWa) of said Section 4 , a distance of 918 . 02 feet; thence North 58°11' 00" West, a distance of 210. 00 feet; thence North 04°49 ' 00" East, a distance of 400. 01 feet; thence North 40°31 ' 42" East, a distance of 343 . 71 feet, to a point on the East line of the Southwest Quarter (SWa) of said Section 4 ; thence North 05°49 ' 00" East, a distance of 371. 66 feet to the Northeast Corner of the Southwest Quarter (SWa) of said Section 4 ; thence South 89°42 ' 39" West, along the East-West Centerline of said Section 4 ; a distance of 15 . 34 feet, to a point used as the Southeast Corner of the Northwest Quarter (NW4) of said Section 4; thence continuing South 89°42 ' 39" West along the South line of the Northwest Quarter (NWz) of said Section 4 , a distance of 454 . 35 feet; thence North 00°20 ' 06" West, a distance of 30. 10 feet; thence North 17°56 ' 50" East, a distance of 134 . 66 feet; thence North 65°04 ' 47" East, a distance of 188 . 33 feet; thence North 89°20 ' 41" East, a distance of 153 . 10 feet; thence North 42°03 ' 34" East, a distance of 192. 98 feet; thence North 28°53 ' 45" East, a distance of 881. 38 feet; thence North 00°59 ' 06" West, a distance of 16. 87 feet; thence North 49°29 ' 26" East, a distance of 111. 35 feet; thence North 65°51 ' 07" East, a distance of 58. 26 feet; thence North 82°09 ' 38" East, a distance of 190. 40 feet; thence North 43°13 ' 28" East, a distance of 205 . 88 feet; thence North 35°41' 24" East, a distance of 36 . 49 feet; thence North 28°52 ' 31" East, a distance of 195. 27 feet; thence North 36°08 ' 27" East, a distance of 161 . 99 feet; thence North 11°28 ' 28" East, a distance of 27 . 37 feet; thence North 06°31 ' 25" West, a distance of 68. 60 feet; thence North 71°38 ' 57" East, a distance of 623. 83 feet, thence North 61°07 ' 42" East; a distance of 168 . 97 feet; thence North 58°12 ' 34" East, a distance of 92 . 56 feet; thence North 64°15 ' 09" East, a distance of 32 . 69 feet; thence North 77°20' 54" East; a distance of 226. 14 feet; thence North 29°21' 07" East, a distance of 84 . 09 feet; thence North 17°01 ' 05" East; a distance of 119. 70 feet; thence North 23°20 ' 18" East, a distance of 109. 94 feet; thence North 13°57 ' 35" East, a distance of 447 . 30 feet; to a point on the North line of the Northeast Quarter (NE1) of said Section 4 ; thence along said North line of the Northeast Corner of said Quarter of said Section 4 , South 89°26' 47" West, a distance of 2186. 88 feet; to the North Quarter (Na) Corner of Section 4; thence South 89°27 ' 00" West, along the North line of the Northwest Quarter (NWq) of said Section 4 , a distance of 2641. 38 feet to the Northwest Corner of said Northwest Quarter (NWa) of Section 4 ; thence South 05°38 ' 48" West along the West line of said Northwest Quarter (NWa) of Section 4 , a distance of 2962. 09 feet, to the Common Quarter Corner between Sections 4 and 5; thence South 89°30 ' 08" West, along the North line of the Southeast Quarter (SE4) of Section 5, Township 5 North, Range 66 West, a distance of 2652. 79 feet, to the center of said Sec- tion 5; thence South 05°36 ' 56" West along the West line of the Southeast Quarter (SEa) of said Section 5, a distance of 2855. 78 feet, to the South Quarter (S4) Corner of Section 5; thence North 89°29 ' 25" East, along the South line of the Southeast Quarter (SEa) of Section 5, a distance of 2651. 06 feet, to the Point of Beginning, containing 587 . 791 acres, more or less , and all being located in Weld County, Colorado; -1- g0 34 1856219(7-4 Exhibit "A" - Continued Except the following road rights-of-way of record; the North thirty (30) feet of the Southeast Quarter (SEa) of Section 5 , Book 48 , Page 316; the North thirty (30) feet of the Southwest Quarter (SWa) of Section 4 , Book 48 , Page 316; the South thirty (30) feet of the West 2226. 67 feet of the Northwest Quarter (NWQ) of Section 4, Book 48 , Page 316; the West thirty (30) feet of the Northwest Quarter (NWG) of Section 4 , Book 86, Page 273, the West thirty (30) feet of the Southwest Quarter (SWa) of Section 4, Book 86, Page 273; the East thirty (30) feet of the Southeast Quarter (SE;) of Section 5, Book 86, Page 273; the South thirty (30) feet of the Southeast Quarter (SEa) of Section 5, Book 86 , Page 273; the South thirty (30) feet of the West 1736. 30 feet to the South- west Quarter (SWa) of Section 4 , Book 86 , Page 273 ; a parcel along the South line of the Southwest Quarter (SWa) of Section 4, described in Book 1271, Page 124 ; the above described road rights- of-way have a total acreage of 15. 276 acres, leaving a net acreage for the parcel of 572. 515 acres; Also excepting the following easements of record; an ease- ment of no specified width to Colorado Interstate Gas for gas lines, Book 1426, Page 462; an easement of no specified width for the Warner Seepage Ditch, Book 872 , Page 87 ; an easement for a Pumping Plant, Book 1626 , Page 186; an easement for a 115- KV transmission line, Book 1040, Page 152, and Book 1030, Page 28; an easement to Home Light and Power , Book 761, Reception Number 1683164 ; an easement of no specified width for the North Side Boomerang Lateral, no Book and Page number; an easement of no specified width for a fifteen (15) inch irrigation title, Book 785, Page 178 ; a sixteen (16) foot easement to Mountain Bell, Book 616, Reception Number 1537591; an easement to the City of Greeley, being twenty (20) feet in width, Book 1594 , Page 75; and an easement of no specified width for the Roberts Ditch, Book 130, Page 19. -2- ,c 934 5-7-80 1856219 EXHIBIT "B" Summary (0 :5 Road Improvements related to Hewlett-Packard Proposed Development , Weld County. In preparation to filing its application for rezoning, Hewlett-Packard contacted representatives of the State , City of Greeley, and Weld County regarding road improvements related to HP' s proposed development. Several meetings on the same issue were held subsequent to the filing; the con- clusion drawn from them may be summarized as follows : STATE Regarding improvements on U. S . Highway 34 , the State Department of Transposition is the principal agency. The State has indicated (see attached letter) that highway improvements will be required as warranted by the traffic impacts of the project; these improvements would include acceleration/deceleration lanes and median left turn lanes. A traffic study to be performed for HP will address which improvements will be required initially and which will be planned for future phases of development. HP will provide these initial improvements which will be in place when the first facility is in operation and anticipates them to include acceleration/deceleration and left turn lanes at the inter- section of 71st Avenue and 34 and acceleration/deceleration at a secondary entry along 34 if such entry is in fact requested by HP or deemed required by the traffic study. The State has also requested that 150 feet of right of way (75 feet each side of centerline) be reserved for 34 . HP agrees to dedicate its portion along the property as required. CITY With regard to the City of Greeley, it is understood that at such time as the property is annexed to the City, Hewlett-Packard, in compliance with City regulations, will be required to provide for cost of construc- tion equivalent to a local street for 71st Avenue , 4th Street, and C Street and, in addition, provide for costs of any peculiar access needs . The City would participate in the cost of oversizing the standard cross sections (see attached memo) . Hewlett-Packard will also reserve until the annexation of the area sufficient land to insure the dedication of the necessary right of way (not to exceed 150 feet) and will dedicate such area as may be required by the City in compliance with its Transportation Plan or as modified by mutual agreement between the parties. COUNTY At this time , the County has indicated a primary interest in 71st Avenue as it is recognized that this road will serve as a main entrance to the site. Preliminary study by the County has suggested a design for the hard-surfacing of 71st Avenue. It is understood that this study will be refined as additional information is provided by a traffic study to be conducted for HP; information from the Loveland and Fort Collins facilities will be incorporated and road improvement phases will be recommended. The design will be based on this study, and it will meet the City of Greeley' s design criteria, as it is understood that eventual annexation of the property is probable , at which time 71st Avenue will become a City street. However, since 71st Avenue is currently a County co EXHIBIT "B" 1856219 Page 2 (0-0 • road, the County Board of Commissioners has indicated that the County would share in the cost of initial road improvements not to exceed $50 , 000 . 00 total County participation. Hewlett-Packard agrees to fund the balance of initial improvements and to reserve the ultimate right of way determined by the design (not to exceed 150 feet) to be dedicated as required. A public hearing was conducted on May 7 , 1980 at 2: 00 P.M. , with the following present: BILL KIRBY CHAIRMAN LEONARD ROE COMMISSIONER NORMAN CARLSON COMMISSIONER LYDIA DUNBAR COMMISSIONER JUNE STEINMARK COMMISSIONER Also present: ACTING CLERK TO THE BOARD, JEANNETTE ORDWAY ASSISTANT COUNTY ATTORNEY, R. RUSSELL ANSON PLANNING DEPARTMENT REPRESENTATIVE, TOM HONN The following business was transacted: I hereby certify that pursuant to a notice dated March 31, 1980 , duly published April 3, 1980 and April 24 , 1980 in the Johnstown Breeze, a public hearing was held on the request of Hewlett-Packard Company for a change of zone from A (Agricultural) to S (Scientific) District. The Planning Commission recommended that this request be approved conditional upon the applicant submitting a plan for road improvements which shall include arrangements for right-of-way reservation or dedication. Lynn Hammond, Legal Counsel for Hewlett-Packard Company, reviewed the plans for their proposed operation at this site. Tom Kelley from the Fort Collins Hewlett-Packard Company testified on behalf of Hewlett-Packard. Ann E . Bamesberger from Hewlett-Packard Palo Alto, California office, commented on their major and long term investment and further stated they are looking forward to a healthy development. She stated that this facility will be build in phases . The first phase should be operational by 1982 . The minerals on this property are leased to Mr. H. L. Willett. Hewlett-Packard Co. has agreed with Mr . Willett not to oppose Mr. Willett if he should wish to drill on this property with Weld County' s permission. Mr. Hammond presented a letter dated May 7 , 1980, which summarized road improvements related to their request. Mr. Honn stated that said letter does comply with Weld County ' s request. Bonnie Dean, President of the Greeley Area Chamber of Commerce, totally supported Hewlett- Packard Company' s request. There was no opposition to this request. Commissioner Roe made a motion to approve the change of zone from A to S , accepted the Planning Commission' s recommendations, and also Hewlett-Packard Company' s offer regarding the road conditions . Commissioner Dunbar seconded the motion and it carried unanimously. • , // j (K CHAIRMAN / �� BOARD OF COUNTY COMMISSIONERS �y{ iC�ATTEST: " u� I.nE r Ll' WELD COUNTY CLERK AND RECORDER AN( RK TO THE BOARD BY: , L ✓ 2 _ hit_ u • -Deputy County Clerk DLCKET # 80-24 TAPE 4 80-32 LHR 2014 May 7, 1980 Board of County Commissioners Weld County Courthouse Greeley, CO 80631 Re: Road Improvements Hewlett-Packard Company Dear Board Members: Attached is a summary concerning road improvements related to Hewlett-Packard' s proposed development in Weld County. It is submitted in response to the County Planning Commission request for documentation of Hewlett-Packard' s position with regard to such improvements prior to the final decision to rezone the property from Agricultural to Scientific designation. Additionally, we understand that this summary will form the basis of agreements between Hewlett-Packard and the principal agencies involved, i.e . the State Department of Transportation, Weld County, and the City of Greeley (upon annexation) . Thank you for your consideration in this matter . Sincerely, A. E. Bamesberger Hewlett-Packard Company 1501 Page Mill Road AEB:dc Palo Alto, California 94304 Attachment 5-7-80 Summary Road Improvements related to Hewlett-Packard Proposed Development, Weld County. In preparation to filing its application for rezoning, Hewlett-Packard contacted representatives of the State , City of Greeley, and Weld County regarding road improvements related to HP' s proposed development. Several meetings on the same issue were held subsequent to the filing; the con- clusion drawn from them may be summarized as follows : STATE Regarding improvements on U. S. Highway 34 , the State Department of Transporation is the principal agency. The State has indicated (see attached letter) that highway improvements will be required as warranted by the traffic impacts of the project; these improvements would include acceleration/deceleration lanes and median left turn lanes. A traffic study to be performed for HP will address which improvements will be required initially and which will be planned for future phases of development. HP will provide these initial improvements which will be in place when the first facility is in operation and anticipates them to include acceleration/deceleration and left turn lanes at the inter- section of 71st Avenue and 34 and acceleration/deceleration at a secondary entry along 34 if such entry is in fact requested by HP or deemed required by the traffic study. The State has also requested that 150 feet of right of way (75 feet each side of centerline) be reserved for 34. HP agrees to dedicate its portion along the property as required. CITY With regard to the City of Greeley, it is understood that at such time as the property is annexed to the City, Hewlett-Packard, in compliance with City regulations , will be required to provide for cost of construc- tion equivalent to a local street for 71st Avenue , 4th Street, and C Street and, in addition, provide for costs of any peculiar access needs. The City would participate in the cost of oversizing the standard cross sections (see attached memo) . Hewlett-Packard will also reserve until the annexation of the area sufficient land to insure the dedication of the necessary right of way (not to exceed 150 feet) and will dedicate such area as may be required by the City in compliance with its Transportation Plan or as modified by mutual agreement between the parties. COUNTY At this time , the County has indicated a primary interest in 71st Avenue as it is recognized that this road will serve as a main entrance to the site. Preliminary study by the County has suggested a design for the hard-surfacing of 71st Avenue. It is understood that this study will be refined as additional information is provided by a traffic study to be conducted for HP; information from the Loveland and Fort Collins facilities will be incorporated and road improvement phases will be recommended. The design will be based on this study, and it will meet the City of Greeley' s design criteria, as it is understood that eventual annexation of the property is probable , at which time 71st Avenue will become a City street. However, since 71st Avenue is currently a County road, the County Board of Commissioners has indicated that the County would share in the cost of initial road improvements not to exceed $50 ,000. 00 total County participation. Hewlett-Packard agrees to fund the balance of initial improvements and to reserve the ultimate right of way determined by the design (not to exceed 150 feet) to be dedicated as required. J !eld County SH 34 ''arch 27, 1939 He.:lett-Packard Zone Change N. of 34 'at 71st 1ve. Ms. Vickie Traxler Department of Planning Services DOH FILE 45103 ieeld County ' 15 Tenth Street Cr eley, Colorado 3De31 Dear 's. Try,xl cr: Ye have reviewed the application by Hewlett-Packard Company for a change of zone freer "A" Agricultural to "S° Scientific. Prior to our review of this application, we have had several discussions with lie;;lett-Packard concerning the ir.,pacts of their project on U.S. Highway 34. These discussions have addressed teo prirary areas of concern: traffic impacts and right-of-way needs. We have received a February 19, 19'3 letter (copy enclosed) fran Ann E. Bamesberger of Hewlett-Packard which discusses the traffic ir:'pacts of this project on U.S. 34. Tee right of way required for future wideeine of teis hieh:;ay to accor Iodate projected traffic increases is also mentioned. The above-referenced letter is not definitive as to the exact in; rovenents on U.S. 34 to be provided by Hewlett-Packard. As with any other developer, highway ieerovenents will be required as warranted by the traffic ir.pacts of this project. In general , these improvements would include acceleration/deceleration lanes and median left-turn lanes. Projected traffic volumes on U.S. 34 indicate tee need for a total of 150 feet of right of tray, 75 feet each side of the centerline. Ue ask that any additional right of way to meet this need be protected by reservation or dedication, preferably the latter. Teank you for the opportunity to review this zone change request. Very truly yours, /^ U 'Ibiz7 ,' . VAR( IST ICT ENeIeEEr I_ _ :s•-:k. • Si / Albert C oo Mvacs Assistant District Engineer AC:da(4.' d) Enclosure n cc: D. M. Bower 2,; ? (( D. N. Fraser (2) File: Creeeejac s_on via Pee es-rir-;ce-.ra,�a�r± AO C,OFFI14'AC�\ODA00 No. Date April 29, 1980 File To: Peter A. Morrell , City Manager Jam , From: Max A. Karner, Assistant City Engineer Subject: Street Development at Hewlett-Packard Site This memo considers the requirements of street improvements and right-of-way needs for the proposed Hewlett-Packard site as if the property being developed were within the corporate limits of the City of Greeley. The requirements for the development of streets pertaining to the proposed Hewlett-Packard site are as follows : 1 . Right-of-way. Right-of-way will be dedicated as required by the designation of the street in the Greeley Transportation Plan and addi- tional right-of-way as required by expansion of site development. The designation of streets is as follows : a. 71st Avenue and "C" Street, designated as arterial street, right- of-way width of 100 feet. b. 4th Street is designated as a collector street, right-of-way width of 80 feet. The above noted right-of-way widths will be required at the time of initial development. As development of a site, ie. South Site, approaches comple- tion and additional street improvements are required beyond the initial dedication, more right-of-way will be dedicated. A preliminary evaluation of the ultimate development of the South Site by a joint meeting of City, County and State officials indicates that a 150 foot right-of-way may be needed. Hewlett-Packard would be responsible for dedicating the required right-of-way at no cost to the City of Greeley as the need develops . 2. Street Improvements. The policy of the City of Greeley regarding street improvements above the local designation fall into two catagories . a. Existing streets that are external and adjacent to the Site and are designated above the local street status and that are not improved to the higher level , the developer is required to build the streets to the required designation. The developer is responsible for the cost of curb, gutter, sidewalk and pavement equivalent to a local street. The City of Greeley participates in the cost of oversizing for standard cross sections . tar, Peter A. Morrell April 29, 1980 Page 2 Unusual requirements such as acceleration and deceleration lanes are the responsibility of the developer. b. Proposed streets above the local status which are internal to the property being developed, the cost of these streets is the responsi- bility of the developer without City participation. 3. Signalization. Signalization will be provided by the City of Greeley at street intersections as warrants allow. Signalization at entrances to private development, when approved based on appropriate traffic warrants , will be at the developers expense. 4. Existing Utilities . Consideration of existing utilities is a prime concern at this location. In the event utilities have to be relocated, the cost will be the responsibility of Hewlett-Packard. In summary, all right-of-way will be dedicated by Hewlett-Packard at no cost to the City. 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" get a a a at f,e Ito w,�ttyg �t. �' .0 '" i .� 1 , •%. � M1, •_ t • rt'' E 3� ter , , {- o -{g�'`]k �' *d��.. r ` —'4'1 •�Giri 4 ♦ i. + i ♦ e• , 4c- [. ..vit.. q��w1l'. vfK1p�4.. 3 �i ?.. „,, ` Y . ems'; P ';S F '... , „ .‘ .T a 0e 5 £ ::,- ,,,..,.,„..),..„,\..., .., ., e- ..„ i \:.,,,,,,,,,,...,,,,,,..„,,...,,,,, ,, ‘4,,,,..„..:,.„,......„,. k $$ x 4<41 7 "ft .. ErEr' 4j' Y qq � �,° t d '9 R a `4 59 3L m`v .. dd x.: III e 6 6 -it aAS bo � R ¶11ypjet e .� '� t} / �„ x�:a � YY� t5 �.' 1 )3,,,\/,,K, w.) a�itry ATTENDANCE RECORD APPLICANT : HEWLETT-PACKARL, INC. TIME : 2:.,J P.M. DOCKET?! 80-24 DATE : MAY 7, 1980 REQUEST : CHANGE OF ZONE (A-S) NAME ADDRESS �� w°}-Cr V /A)--1471- 7 / - /' ' -f t ;d1�� ,fie , // �-�A c Li V r<) of - ln- sLrV 0 obeli- a. tO �(E-1 / 62 r7 S o Z Ro,,.-(-o.✓ ,4,.Re o .^ C, d �� Ma F�tiN2��aC,«N4y 2,1'3, )�1,ti s -6-era/c/ Ale/c-€ /e z 7 - S(4 ,40-e 6re-e/y 1) Io .4-ri4. Any c- EL i (' D .7 7/ .,--/(, t: -) kEE. CCL 4/7� <Ls, ` /i/e-Cti (7,:, ,.......,..„,--, .4/r-, /U,"/v7 --Po Ne,?'/Y�Y n i� 2,0,22 23 l4)S_.. t) �rt / C •1/, 01,7 , /9" 2 0 L A A; Si. 67 r-«/cy Co/o, 4- 7 r.. /� t/ire r� /�/ 9" /2 %..tf--` „ /may C J • NOTICE Pursuant to the zoning laws of the State of Colorado and the Weld County Zoning Resolution, a public hearing will be held in the Chambers of the Board of County Comnissioners of Weld County, Colorado, Weld County Centennial Center, 915 10th Street, Greeley, Colorado, at the time specified. All persons in any manner interested in the following proposed Change of Zone are requested to attend and may be heard. BE IT ALSO KNOWN that the text and maps so certified by the County Planning Commission may be examined in the Office of the Clerk to the Board of the County Commissioners, located in the Weld County Centennial Center, 915 10th Street, Third Floor, Greeley, Colorado . APPLICANT DOCKET NO. 80-24 Hewlett-Packard Company 1501 Page Mill Road Palo Alto, California 94304 DATE : May 7, 1980 TIME: 2 : 00 P.M. REQUEST: Change of Zone, from A (Agricultural) to S (Scientific) District LEGAL DESCRIPTION: Beginning at the Southwest Corner of Section 4 , Township 5 North, Range 66 West, of the Sixth Principal Meridian, and assuming the South line of the Southwest Quarter (SWa) of said Section 4 , to bear South 89°29 ' 00" East, with all bearings contained herein and relative thereto; thence South 89°29 ' 00" East along the South line of the Southwest Quarter (SWq) of said Section 4 , a distance of 2599. 30 feet; thence North 05°20 ' 06" East, a distance of 628 . 92 feet; thence North 29°06 ' 00" East; a distance of 227 . 50 feet, to a point on the East line of the Southwest Quarter (SWQ) of said Section 4; thence North 05°49 ' 00" East, along said East line of the Southwest Quarter (SWa) of said Section 4 , a distance of 918 . 02 feet; thence North 58°11' 00" West, a distance of 210 . 00 feet; thence North 04°49 ' 00" East, a distance of 400 . 01 feet; thence North 40°31 ' 42" East, a distance of 343. 71 feet, to a point on the East line of the Southwest (SW4) of said Section 4 ; thence North 05°49 ' 00" East, a distance of 371. 66 feet to the Northeast Corner of the Southwest Quarter (SWa) of said Section 4 ; thence South 89°42 ' 39" West, along the East-West Centerline of said Section 4 ; a distance of 15. 34 feet, to a point used as the Southeast Corner of the Northwest Quarter (NW4) of said Section 4 ; thence continuing South 89°42 ' 39" West along the South line of the Northwest Quarter (NW4) of said Section 4 , a distance of 454 . 35 feet; thence North 00°20 '06" West, a distance of 30. 10 feet; thence North 17°56 ' 50" East, a distance of 134 . 66 feet; thence North 65°04 ' 47" East, a distance of 188. 33 feet; thence North 89°20' 41" East, a distance of 153 . 10 feet; thence North 42°03 ' 34" East, a distance of 192 . 98 feet; thence North 28°53 ' 45" East, a distance of 881 . 38 feet; thence North 00°59 ' 06" West, a distance of 16 . 87 feet; thence North 49°29 ' 26" East, a distance of 111. 35 feet; thence North 65°51 ' 07" East, a distance of 58 .26 feet; thence North 82°09 ' 38" East, a distance of 190. 40 feet; thence North 43°13 ' 28" East, a distance of 205 . 88 feet; thence North 35°41' 24" East, a distance of 36. 49 feet; thence North 28°52 ' 31" East, a distance of 195 . 27 feet; thence North 36°08 ' 27" East, a distance of 161 . 99 feet; thence North 11°28 ' 28" East, a distance of 27 . 37 feet; thence North 06°31' 25" West, a distance of 68 . 60 feet; thence North 71°38 ' 57" East, a distance of 623. 83 feet, thence North 61°07 ' 42" East; a distance of 168 . 97 feet; thence North 58°12 ' 34" East, a distance of 92 . 56 feet; thence North 64°15 ' 09" Page 2 Hewlett-Packard Company (Continued) East, a distance of 32 . 69 feet; thence North 77°20 ' 54" East; a distance of 226 . 14 feet; thence North 29°21' 07" East, a distance of 84 . 09 feet; thence North 17°01' 05" East; a distance of 119 . 70 feet; thence North 23°20 ' 18" East, a distance of 109 .94 feet; thence North 13°57 ' 35" East, a distance of 447 . 30 feet; to a point on the North line of the Northeast Quarter (NEq) of said Section 4 ; thence along said North line of the Northeast Corner of said Quarter of said Section 4 , South 89°26 ' 47" West, a distance of 2186 . 88 feet; to the North Quarter (NQ) corner of Section 4 ; thence South 89°27 ' 00" West, along the North line of the Northwest Quarter (NWa) of said Section 4 , a distance of 2641. 38 feet to the Northwest Corner of said Northwest Quarter (NWa) of Section 4 ; thence South 05°38 ' 48" West along the West line of said Northwest Quarter (NWa) of Section 4 , a distance of 2962 . 09 feet, to the Common Quarter Corner between Sections 4 and 5 ; thence 89°30' 08" West, along the Northline of the Southeast Quarter (SEa) of Section 5, Township 5 North, Range 66 West, a distance of 2652 . 79 feet, to the center of said Section 5; thence South 05°36 ' 56" West along the West line of the Southeast Quarter (SEa) of said Section 5 , a distance of 2855 .78 feet, to the South Quarter (Sa) Corner of Section 5; thence North 89°29 ' 25" East, along the South line of the Southeast Quarter (SEa) of Section 5 , a distance of 2651 . 06 feet, to the Point of Beginning, containing 587 . 791 acres , more or less , and all being located in Weld County, Colorado; Except the following road rights-of-way of record; the North thirty (30) feet of the Southeast Quarter (SEa) of Section 5 , Book 48 , Page 316; the North thirty (30) feet of the Southwest Quarter (SWa) of Section 4 , Book 48 , Page 316 ; the South thirty (30) feet of the West 2226 . 67 feet of the Northwest Quarter (NWa) of Section 4 , Book 48 , Page 316; the West thirty (30) feet of the Northwest Quarter (NWa) of Section 4 , Book 86 , Page 273 , the West thirty (30) feet of the Southwest Quarter (SWa) of Section 4 , Book 86 Page 273; the East thirty (30) feet of the Southeast Quarter (SEa) of Section 5 , Book 86 , Page 273 ; the South thirty (30) feet of the Southeast Quarter (SEa) of Section 5 , Book 86 , Page 273; the South thirty (30) feet of the West 1736. 30 feet of the Southwest Quarter (SWa) of Section 4 , Book 86 , Page 273 , a parcel along the South line of the Southwest Quarter (SWa) of Section 4 , described in Book 1271 , Page 124 ; the above described road rights-of-way have a total acreage of 15.276 acres, leaving a net acreage for the parcel of 572 . 515 acres; Also excepting the following easements of record; an easement of no specified width to Colorado Interstate Gas for gas lines , Book 1426, Page 462 ; an easement of no specified width for the Warner Seepage Ditch, Book 872 , Page 87 ; an easement for a Pumping Plant, Book 1626 , Page 186; an easement for a 115-KV transmission line, Book 1040 , Page 152 , and Book 1030 , Page 28 ; an easement to Home Light and Power, Book 761, Reception Number 1683164; an ease- ment to no specified width for the North Side Boomerang Lateral, no Book and Page number; an easement of no specified width for a fifteen (15) inch irrigation tile, Book 785 , Page 178 , a sixteen (16) foot easement to Mountain Bell , Book 616 , Reception Number 1537591; an easement to the City of Greeley, being twenty (20) feet in width, Book 1594 , Page 75; and an easement of no specified width for the Roberts Ditch, Book 130, Page 19 . Page 3 Hewlett-Packard Company (Continued) THE BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO BY: MARY ANN FEUERSTEIN COUNTY CLERK AND RECORDER AND CLERK TO THE BOARD BY: JEANNETTE ORDWAY, DEPUTY DATED: March 31, 1980 PUBLISHED: April 3, 1980 and April 24 , 1980 in the Johnstown Breeze r4h,�.' .,, ... _�....C '' ',,•• �Q:itI • • .::aappp�"'��.•j•'i}° •ss i•"s t a a JY { I'�a '1 tr.. 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R kT ' 'r;t1.%1 ,�,•y i' 1' v • ¢ �.. yy,. ay( -4,,,,„„i-,., jj� >� y- } rl �'.. �' ''x" ' `T' 1WC _ '%' { i F7 1.• J' i A+ I1 d*i1 •. `r i : < ay 3- ! ar 1 v' * d i � x� ��. iii,1�;y1, �'.Yi �1 'ilk.- toj.- � i ,� s .�y1 Nov • +�. cir.• i'..��'J`:'L, ti' �. § r'. 15,, ' '; ..1•', 4 �" ! '1., 1 Pt c.i ,P'.-A T}a t h44JC Y l y q- ,..,4f,„.,._ •tkl F�r r •,TC -i r! w;.. rx -1 j. 1 [ +,r ;' 'Y'111•� ,• At t�4'�, 44, ti iy ' 1 ,31. .. •rr•Wry +n7 f .f,, 'i i +. �.yrL)fV•.� ,��SaY6.' � 1'TSL^ F ` _Y} AJ(.t ddb'C 1.T•.' Y` _ _._- 3~ ; ri 4c, t :s • =,a. •` from the Office of Greeley, Colorado ` THE BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO March 31 19 3 0 r Publisher: Please insert the enclosed notice in your issue the week of April 28, 1980 one time only. (Use small type as in legals) Regarding payment, complete the enclosed voucher and forward it to li us. When returning the voucher, please include an affidavit of publication so we may complete our files. Thank you for your cooperation. Sincerely, THE BOARD OF COUNTY COMMISSIONERS Docket No. 80-24 WELD COUNTY, COLORADO " BY: Mary Ann Feuerstein • County Clerk and Recorder and Clerk to the Board BY: Jeannette Ordway • Deputy County Clerk I the South line of the Southwest Quarter t5,.r,.. a di_�yanc:p of 2:;q9 . 30 feet; t`nencx= North O. 20' a�" mast. A nx4r.r�rtce -e c n Affidavit of Publication STATE OF COLORADO ss. County of Weld, T5�CE_ ee peewee c 91"1�eCtae'+ S Nta sEWerf/e3 III.]5 f ace 51.26 feet; State Of C apEp6 mss Cewey /3°51 7 Baal a distance of 5a.7f itl; Zanies! apalm Nee-will 4 290906 near Fart,c anima i, Alice J. Garland of pa 411 a ..OtIM NWd a 190.40 feet; thence North 43^13']1" ▪ sewn fMMWlee. p( "Ma East a astenee a fOSN feet;thence said County of Weld, being duly sworn, say that I am &Ott rraW Eaumy ate. �1•'..,Eat La m distance ofadvertising Piet meiw, l5M ionm �; yan clerk of CatoraS taellaillipw ttme mem `A • 39!:07 hat, Meng North mne Mr amrt�i r letrgaw mMe to, ,h Y-dpL ce Or 161.99 THE GREELEY DAILY TRIBUNE, and awiz, r, Emma. n rinrm ..•'Y H"+SaN114fttB !!" Y}ae, a isurs4 , on �t s. p ttreeii Theme' N THE GREELEY REPUBLICAN 1 14.0.feet, and maps UMW tPY,7M Cann p 1)';54!6?,�Eeabamrtante that the same is a daily newspaper of general Planning 860' Nee may be minim .4 Of il!m`M alwence circulation and printed and published in the City of d e n the 07),ICe of the Clerk to the „ 'aMe M t6191'IeeR thence Beard of m Canty COMmiseloners i '34 East, a distance of S Greeley, in said county and state; that the notice or adand in County CehelNal y pa'No1�W6Ja'F!!CEON, Eaten m#t�.aNea,'.Third Paw, ° ls:5nNyk Mena North advertisement, of which the annexed is a true copy, has Greeley,Caleryflk• �- a 'dNtane a 408.)1 ec Dft�FtrNa.Fo-L •awn 1021111• Ease-a been published in said daily newspaper for consecutive pwA,NT is Ada Salt thahce North (days) (weeks); that the notice was published in the Hawit* l iaee Company I p a 1Wante.05.17th I t*f M"N Road ((IOC 44041e1Dleaa' Eat a regular and entire issue of every number of said ,Pal 0. {oprowlag4M4 ,o.em* Vt* , -:M. thence North fix Mey7,Na Y n a!dM1aaada Of-447.30 newspaper during the period and time of publication of TI 400 P.M, 'a 11N Nwrh lint of The F!T B""tlDarter'NEW) of said Sec said notice, and in the newspaper proper and not in a Enegdbt 14'' ors A (AhrNalhrai) /' td s3b0g said NORh osier Nee 4 Book M,Page 273,the West thin ?rent thereof; that the first publication of said ,_e e arme.,,,,,, Norlheut Corner of said Quarter a �• "A a section 4 South$9%6'4"West,a ts tM) htS w the 1bukwest Quasar was contained in the issue of said newspaper ECit DESCRIP eta ISWMpaI Section 4 Beak—Pape 773; ngtnaini'rie.IklaBWMw4st�Cwner of ante w flea ter to the Norm East thirty (30) feet of the 5$tlon T a North;Range'aa utter (NM) corner of Section 4; ana g date e$*041,i. 07Z(Op'West,.along'the ---... Quarter (SE'A)M Seen"cxi and Psnolpal"MeN01an, grin line a (ne Northwest Quarter Et•�•'Pape me IM!Dorn thirty I>D) Sop amnesia'poli t 5067 of s 1d the IME w la l Book s P.Qwrl a trw of Tweet -eighth hth H. 47lt.od$jr)17 oh n of Mid$ac s�ytd f'r oft t Corfr"Pt.e L.—, S,Book M,Pege 770;Me South Y 9 Ron e be $path 19071'80' San, f '^'a the NO W C)et sew NprIMVM Quarter(NW'4)04 Sec UYI, So hw 01 tile Weer 1136.30 feet giro aN 1Na, IRra)malnatl"in and . a ins Sdurntwa Quaree (sw'A) a f Apr 11 A.D. 19 8 relative MrpfW kenge South 84079'00" 4, mbm c. South oS 355 a•• West Samos 4,Book a!, pegs al7t a parcef he last net tS�:hdr'iki, sewn lea of Ise the West line of said Northwest publication thereof; in the issue of said Bogy '(SW%4)Of.Said see inter(NW'%)of action 4,a distance •hop iM.a0um Me al DM Southwest �d,� YOM.W eat ro the Common Quarter in Boo (sw'A)a Non.,he above raper bearing date the rids 4 a dint tit 4594.J1 feet,thence In Bak 1771, Page IM: nine above Nor1M e103p `Feat it entente ee erner between Section 4. and 5, 62492 tech 4I29IQ North 79006'2'• ca arelel .West,along the Ike. ti tacrtbetl•ga of S 276 crest Maus e East' a di3ld`t�F'N"t M 777.56 tali• a 114 w Me SwMaea Quarts, (SE'A) teal resge a 1the garde•N6Yap a ltverity—eighth tit:4 M16iep,line N Ma Sauthwabr 0esre 5,tMM1Mp L NxM,Range g`ft ecregq for the parcel or 374.515 Quoin. (5W14) of said Section 4 .West, a distance of 2652.79 feet, to seen, If _Ate"ril A.D. 1980 • thence 4lafBWPODY"E05C Yloat said center of aka Section s:. thence Ake esaeetaa the feuewmg ;aid The Greeley Daily Tribune and The Greeley dha SOWhwest Quarter M gs•Be'lir W . easements a record; an easement of East iNw a' sae aw'e )hey Wea (SWIG)of a•leation 4 a distance of lot NN Southeast Quarter(SE'A)at n• apcGasified war to calon.ao h bitten, has been published continuously and 91$01 a gortlt*011'2" he Secttlo 1, a distance of 7155.78 hrefate Gee for has tees,,Book i1426, fied. Wash mho het; thence a sea South ouarhr(5W)Caner Pt l 467; an entrant at 03 e0eciflstl 3rruptedly during the period of at least six North ON v',. East, a distance of '1 Wt Si these Agent 09021143" slats tar pe War nor Seepage Ditch, 40005 t, y POW B7. Pal tl% a easement for a ins next prior to the first issue thereof contained NR stivo Norm. 40ew42„ t, nem the-ree9ta Its at the East, a Olata ,I lntar+ef(SEW a Section Pumping.Plante Beck 1646;.Page 1861 alai a 343.11 .feet, to a IdlNett r 7651.86 feet,ro tee Polnf +•Mather ba11S KVTranSmlaslan loots or advertisement above referred to; that said deist on the Eat*"of the Seuhwest " ®eWnnaW₹N1amn0 E5I,711 acres, I line,look 0040, Page 153• and Book Da of has been admitted to the United States (SW',')pt sold,Section 4;thence,NerM 1)079, Page 7!; an easement-to Home Daper of 371 66 feet are w{M,doe 211 Wino itcatab in to moat" cpson;ef ,+NO Count ,Colaaea Lam and.Power, Book 761, Reception as second-class matter under the provisions of the SoulMeatII two 4.100 Sec.EacetR'filerke4IAE' led rlgats.ot NumM 164161; ea eaemen'. to ea trop /: m.Ptewwm o•ar3r• west, m r4R* Me a1eNn m;r r ter 1pecuhd "UMh fee Ma Nom "sae 'f March 3, 1879, or any amendments thereof; and }}lag.tie-6NIaJyMt tenNtllM.Weald f Of the lo`utheast Quarter(SEW of bookend Pape aid newspaper is a daily newspaper duly qualified Section 4s a toteece a 13.3/feet,to a Ion S,Book et Pepe 316)the North teNthnumb for; an eatmet of no specified poya*Ma Bouth5aR;corner w rh (30) feet of Me Southwest Width a faits (13Lmah.Irrigation ublishing legal notices and advertisements within the Norp'wes 71w (NWY.) a said after (SW A) of Section 4, Book 66 Hie,Sea 715,MS, P.O.V4 a sdteen.(16) tction^4i COMMLing South a Mt'heel a MM.,(app tier a het easement to Mr;ntain Ban, Beek leaning of the laws of the State of Colorado. ranee Weeneten0 Me eoum nth W ' WM Ste fort Of Me NOrtmea Reception Number 1537591;. an Me Northwest tarter (NWIA)of said (NWfM3 M feelhn 4 Foak Y, easement to the City of Greeley,being April 28 1980 *betiom 4,a Assam of (81.35 itt, aft the.West ts-sec(54 54) 1tsi ae twenty 5; feet In with, Book 1594,th p / 'Northwest Quarter(NWW)a Sec Page 75; are an. easement of no of 3000lpgh0,$$6916"WtL.a-eaNPte specified width for the Roberts Ditch, $69.60 bf 30.10 test! Pala'a North 17056'50" Book 130,Pape 19.pass a etsteltrl dl 13466 fM:Merle THE BOARD North A\M49jy 1 a distance Of 161.33 feat Minas Nerth 1907091•, OF COUNTY CQMMISSIORA RS E1at aOlaehSp pt 9A 1,0 AO; thence • WELD COUNTY;COLORADO 17PO3'34 aft a distance of BY:MARY ANNF RECORDER TEIN 1 C't 6-----. .K North COUNTY CLERK AND RECORDER4 CA —w� 194.90 Mal "t11111ce North '7M53'6S" AND CLERK TO THE pOARD ant.a dN7a^`i «rt 6 ` WOO EY:,IEANNe w TTSORDav, t.Advertising -Advertisin Clerk North 00•11116" on,11116" W a t6thae a - DEPUTY 16.111'Idl7 MISSION*611)`%"Fla. The Greeley Daily Tribune ]ribed and sworn to before me this April M,IMO 28th ay f April A.D. 19 80 My(c n expiresMir eptnmasior, expires r 0 23. 1'22 Notary Public PUBLIC NOTICE NOTICE Pursuant to the zoning laws ofth dotal) 'g4s... Weld CCounttyy Zoning g Resolutions 8e4Uon f a public hearing will be in the Chambers of the Board of u County Commissioners of Weld Quartet of County, Colorado, Weld County 4 a the Centennial Center, 915 10th ?forthwws�af, Street,Greeley,Colorado,at the west Quarter any Manner peter interested AU sons in 4• West AFFIDAVIT OF PUBLICATION following proo Changeof said Neo�rtl��` Zone are requested to attend and of Section*,a may be heard. �meeot Mean 4�ar THE JOHNSTOWN BREEZE BE IT ALSO KNOWN that the e• thence 10 -0a• I STATE OF COLORADO text and maps so certified by the West.along the - .tlte ' ) County Planning Commission Southeast)SS. may be examined in the Office Section 0, ' of the Clerk to the Board of the Range 86 West, a " COUNTY OF WELD ) County ineyWeld�Cou Commissioners, located Section 5; tt thence , 09 Eugene Thomas, do solemnly swear Center, 918 10th Street,,Third degrees MP 9e" Wen the that I am publisher of The Johnstown Floor, Greeley, Colorad . West line Of the ' Breeze; that the same is a 034.97 fee- thence North uo Quarto (9E lot end. 6, weekly DOCKET NO.80-24 west,a distance SS�xaltah�ea'hh f 7l '__ ' newspaper printed, in whole or in part, and APPLICANT o1 thence North 7t 9ectlon 6; the ',b' published in the County of Weld, State of dsg99M.at"East,a distance Hewlett-Packard ol• feet, thence North e1 degrees 71.99 IMt, the Colorado, and has a general circulation 160acardCollpang ��a�k��sg�j'42'East;a distance South Wm o Palo Alto.California ofeg�es{�eett ice North 68 istance Quarter (S )of 1 f Wit„ ate therein; that said newspaper has been of fill eeV thence N°North 844 Pomt of Be • published continuously and uninterrupted- DATE: May 7, 1980 M�9��a�,i6 96"East,a distance 687.7e1 m ;rhea, I in said County of Weld for a period of of flea feet; thence North ce 'aobemg taEin Weld Coonty, Y TIME: 2:00 P.M. - de 10 a4"East;a distance Colorado; . more than fifty-two consecutive weeks o fee ,t• thence North 29 REQUEST: Change of zone de M^East,a distance Except the foU9wm� sad prior to the firsi.publication of the annexed from A (Agricultural) W Si of feet• thence North 17 rights-of-way of rKrora: .the legal notice or advertisement; that said (Scientific) District de 01'06"East;a distance Norm thirty (30) lest M the 0119:70 feet; thence North 28 Southeast Quarter (eE ) of newspaper has been admitted to the LEGAL DESCRIPTION: de 20'18'Oast,a distance Seething,Book 48,Page ;the, Beginning at the Southwest of het thence North 18 North (80) feet the United States mails as second-class matter w,se,East point ons Southwest wants ( ) Of under the provisions of the Act of March 3, corner of coon 4 Township 6 of feet; to a North, Range 68 west, of the of the Northeast Souththit °iaet[setatheWest 1879,or any amendments thereof,and that Sixth Priassuming the S kteuth tine , and , NE%)of Mid Section 2228.67 feet of the N st said assuming the South She of the {• North line Quarter (NW%) 0, 4 newspaper is a weekly newspaper Southwest Quarter (SWyh 0 �a Page 1e; said Section 4,to bear South 89 8 4�fDeu`th tQhiury(388)feaitofWO est duly qualified for publishing legal notices degrees 29' 00" East, with and iiCsirgi 7t4 Quarter (N71%) of 4f and advertisements within the meaning of relative thereto;thence south 89 thirtypeek (861 feet°ot2U78ts the laws of the State of Colorado. degrees 29' 00' East along the Waiter (aW'h) 0 4 South line of the southwest 'ea Pogo - That the annexed legal notice or Quarter distance of of said Se.30 ction thirty (30)feet of t o Southeast advertisement was published in the thence North 06 degrees 20'06i5 Quarter 88, f t the tit regular and entire issue of every number of East, a distance of 828.92 feet; tilt? (80)test o thence North 29 de¢ress feet,00i5 Qu otter PEV,) se said weekly newspaper for the period of Eaet•adistance o[T117.60 feet to a point on the East line of the tWrtky a(SO)`leeet�w the esst` concc utX.e insertions; and that the Southwest Quarter (SW14) of 1788.30 feet of the Southwest said Section 4; thence North 05 carter(S%) of Sachem 4 first publication of said notice was in the -degrees 49'00"East,along said 2p2 _ Qua? line o the Southwest along the-South?Wan Quarter distance of f 918. Section Southwest describ ( In issue of said newspaper dated 4 a 918.02 feet; Section 4 serib m thence North 58 degrees 11'00' 1271, Page 124; above A.D. 19 fro , and that the last publication West,a distance of 210.00 feet described road thence North 04 degrees 49'00" have a total acreage of of said notice was in the issue of said East, a distance of 400.111 feet; thence North 40 degrees 81'42i5 the parcel 572.51bving acreage s''; r East a distance of3M.71'feet tonewspaper dated Ai, ,A.D. 19 Co a point on the East line lot the Also excepting the following Southwest (SW%) of said Sec- easements 0 record; an ease- In witness whereof I have hereunto set 49' . s - thence North e6 371.66 Colorado no Interstate CM.�gas to my hand this'z S�`day of a1"`' 49'W' East a distance of ee feet,to the Northeast Corner of lines, Book 1426; Paul 482; the Southwest Quarter(Sou )of easement of no Stecltied- said Section 4; thence South for the Warner 9;.epege h -.A.D. 19.�'� degrees 42'89'West,along the Book 872,Page67 Sri easement East-West Centerline of said for a Pumping PPlant,Book or a, e, Section 4; a distance of 15.84 Page 186; 8Th scion in for a feet to a point used as the 1040, 152. and l00 Book Southeast Comer of the North- 1040, Page 162, and Book 1020, �� Publisher. west Quarter (NW%) of said Page 28; an easement to Home Section 4• thence continual" Light and Power, Book 151, h PUt)Ilsher. South 89 degrees 42' 89" West Reception Number legatee; an along the South line of spec ified width Northwest Quarter (NW%) of for the North aim Boomerang Subscribed and sworn to before me. a 45..86E Section thence distance r of number an ee`sentee_llql �of`o Notary Public in and for the County of degrees 20'0"West,a distance specified width for a nrteen(16) 3 C{lx of 30.10 feet' thence North 17 inch irrigation tile, wit isa - Weld,State of Colorado,this day degrees 58'50"East,a distance Page 178 a sixteen DI) root of 134.89 feet• thence North 86 easement to .Mounsale Belt; of 188.3degnses 04'47"East,a orth 89 Book 616. Race ?1011 Of �-./�- ^ 194 . ' degrees teen thence Nista ce 1697691;mease e J(10) degrees 20'41"East,a distance o Greeley being '2200 of 168.10 feet- thence North 42 feet in width, Book 1801, p degrees 08'345'East,a distance 76; and an easement of "r' of degrees feet; thence North 28 apecaned width for the Ron.rt°e Notary Public. de Sri s 8'45" ?East,alloin distance DItch, Book 130, Page 10. �f / �i degrees these,aNistance THE aftnfMtf2MWIg. I My commission expires...<f I7 'O� degrees 29'28"East,a distance WELD COUNTY,CO of 111.85 feet; thence North 65 degrees 68. feet' thence North MARY ANN BY: degrees 09'38"East,a distance COUNTY D of 190.40 feet; thence North 43 RECORDER degrees 13'28"East,a distance TO of 306.88 feet; thence North 86 pt'dWay � degrees 41'24"East,a distance BY:Jeannette of 38.49 feet; thence North 28 ' degrees 52'31"East,a distance DATED: March$1,1199 of 19527 feet; thence North 38 degrees OW 27"East,a distance PUBI liOni'D:'April 2 and of 191.99 feet; hence North 11 April 24, 1980 in the Je h�nsbwn degrees 28'28"East,a distance Breeze Co.I.etnakt—.2.14.he ro BEFORE THE :LD COUNTY, COLORADO PLANNING C IISSION RESOLUTION OF RECOMMENDATION TO THE BOARD OF COUNTY COMMISSIONERS Date April 15, 1980 Case No. Z# 333:80:4 APPLICATION OF Hewlett Packard Co. ADDRESS 1501 Page Mill Road, Palo Alto, California 94304 Moved by Bob Ehrlich that the following resolution be introduced for passage by the Weld County Planning Commission: Be it Resolved by the Weld County Planning Commission that the appli- cation for rezoning from ( "A" Agricultural District) to ( "S" Scientific District) covering the following described property in Weld County, Colorado, to-wit: SEq Section 5 and SWa, NW; and part of the NEg of Section 4, T5N, R66W of the 6th P.M. be recommend (favorably) (7kON/ tAly) to the Board of County Commissioners for the following reasons: 1 . It is the opinion of the Planning Commission that the proposed request is con- sistant with the Weld County Comprehensive Plan. Said plan states : "In order to minimize conflicting land uses and minimize the cose of new facilities and services to the taxpayer, industrial , commercial , business and residential development will be encouraged to locade adjacent to the existing 27 incorporated towns and in accordance with the Comprehensive Plans and stated wishes of each community." The City of Greeley Planning Commission recommended approval of the rezoning request on the basis that it is consistent with the goals and policies of the Greeley Com- prehensive Plan and the Industrial Element update of the Comprehensive Plan. The Commission also found that the rezoning request is consistent with the goals of strengthening the economic base of the community, encouraging orderly growth of industrial development, coordinating development of industrial areas with area-wide Motion seconded by: Irma White Vote: For Passage Chuck Carlson Against Passage In gg'n!U Jerry Ki efer C.-71r-r717 ; g t -Li---5V-1-1---,111 sFrank Suckla t a 1 ' U\\rTtPR1t Irma White n Don Billings -RER+F 9 Bob Ehrlich The Chairman declared the Resolution passed and ordered thatacertified copy be for- warded 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 April 15, 1980 and recorded in Book No. VII of the proceedings of the said Planning Commission. Dated the 16 day of April , 1980 . Secretry Hewlett Packard Company April 16, 1980 Page 2 land use development, and encouraging industrial development which should enhance the quality of life in Greeley. 2. It is the opinion of the Planning Commission that this reuqest will be compatible with the surrounding land uses and will have adequate water and sewer service to serve the permitted uses within the proposed zone district. 3. The property does not appear to have sand, gravel, or other mineral resources on, or under the subject property, is not located within a a Geologic Hazard area or a Flood Hazard area, and soil conditions do not present moderate or severe limitations to development. 4. This determination is based, in part, upon a review of the information regarding the request and responses of the referral entities which have reviewed the request. The Planning Commission recommendations for approval is conditional upon the applicant submitting a plan for road improvements which shall include arrange- ments for additional right-of-way reservation or dedication. The applicant shall obtain acceptance of the road improvements agreement by the Weld County Board of County Commissioners, City of Greeley and State Highway Department prior to final approval of the change of zone by the Weld County Board of County Com- missioners. rj g 4/16/80 Date : April 15, 1980 CASE NUMBER: C0Z-333 : 80:4 NAME: Hewlett Packard Company REQUEST: Change of Zone from "A" Agricultural to "S" Scientific LEGAL DESCRIPTION: SW* Sec. 5 and SW4, NW$ and Pt . NE4 Sec. 4, T5N, R66W LOCATION: 1 mile west of the City of Greeley on the north side of US Highway 34 THE DEPARTMENT OF PLANNING SERVICES STAFF RECOMMENDS THAT THIS . REQUEST BE approved FOR THE FOLLOWING REASONS: 1. It is the opinion of the Department of Planning Services staff that the proposed request is consistent with the Weld County Comprehensive Plan. Said plan states : "In order to minimize conflicting land uses and minimize the cost of new facilities and services to the taxpayer, industrial, commercial , business and residential development will be encouraged to locate adjacent to the existing 27 incorporated towns and in accorance with the Comprehensive -plans and stated wishes of each community. " The City of Greeley Planning Commission recommended approval of the rezoning request on the basis that it is consistent with the goals and policies of the Greeley Comprehensive Plan and the Industrial Element update of the Comprehensive Plan. The Commission also found that the rezoning request is consistent with the goals of strengthen- ing the economic base of the community, encouraging orderly growth of industrial development, coordinating development of industrial areas with area-wide land use development, and encouraging industrial development which should enhance the quality of life in Greeley. 2. It is the opinion of the Department of Planning Services staff that this request will be compatible with the surrounding land uses and will have adequate water and sewer service to serve the permitted uses within the proposed zone district. 3. The property does not appear to have sand, gravel, or other mineral resources on or under the subject property, is not located within a Geologic Hazard area or a Flood Hazard area, and soil conditions do not present moderate or severe limitations to development . 4. This determination is based, in part, upon a review of the in- formation regarding the request and responses of the referral Dept . of Planning S.. :ices Staff Recommendation. Hewlett Packard Company April 15, 1980 Page 2 entities which have reviewed the request . The Department of Planning Services staff recommendations for approval is conditional upon the applicant submitting a plan for road improvements which shall include arrangements for additional right-of-way reservation or dedication. The appli- cant shall obtain acceptance of the road improvements agreement by the Weld County Board of County Commissioners, City of Greeley and State Highway Department prior to final approval of the change of zone by the Weld County Board of County Com- missioners. Comments : To date our office has received one letter from a surrounding property owner in opposition to this request . Our office has also received one letter in support of this request from a surrounding property owner . CASE SU7P ARY SHEET Case Number : C0Z - 333 P. C. Hearing Date : April 15, 1980 Applicant : Hewlett Packard Co. Property Owner : Elmer Rothq et al Size of Parcel: 588 acres Staff Member to Contact : Vickie Traxler Legal Description : Sel4 Section 5, SW„ NW' , and Pt. NE' Section 4, T5N, R66W Location : 1 .miles West of City of Greeley on the North side of US Hwy 34 Existing Zoning: Agriculture Request : Change of Zone from "A" Agricultural to "S" Scientific Zone District Possible Issues Summarized from Application Materials: 1 . Surrounding property owner - letter of objection. 2. Upgrading County Road 71 and State Highway 34 - Business e. I REZONING APPLICATION Department of Planning Services Case #: 915 10th Street App. Ch 'd By: Greeley, Colorado 80631 App. Fee: Record. Fee: Telephone: 356-4000 , Ext. 404 Date Rec 'd: Receipt # : Receipt # : The undersigned hereby requests 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, to-wit: SEE EXHIBIT "1" ATTACHED HERETO. Property Address : One (1) mile West of the City of Greeley adjacent and on the North side of U.S. Highway 34 . Present Zone: Agricultural Proposed Zone: Scientific District Total Acreage: 587 . 791 Overlay Zones : A/D - Airport District SURFACE FEE OWNERS OF AREA PROPOSED FOR REZONING: A. Southeast Quarter of Section 5 and Southwest Quarter of Section 4 , Township 5 North, Range 66 West of the Sixth Principal Meridian, Weld County Colorado: Elmer H. Rothe 1851 26th Avenue Court Home Telephone: 352-6409 Greeley, Colorado 80631 Business Telephone: 645-2416 Emanuel W. Rothe 2535 22nd Street Home Telephone: 330-9011 Greeley, Colorado 80631 Business Telephone: 645-2416 Harry H. Rothe 261/ Belair Lane Home Telephone: 330-1728 Greeley, Colorado 80631 Business Telephone: 645-2416 B. Portion of the North Half of Section 4 , Township 5 North, Range 66 West of the Sixth Principal Meridian, Weld County, Colorado: Elmer H. Rothe and Mildred L. Rothe 1851 26th Avenue Court Home Telephone: 352-6409 Greeley, Colorado 80631 Business Telephone: 645-2416 Emanuel W. Rothe and Margaret J. Rothe 2535 22nd Street Home Telephone: 330-9011 Greeley, Colorado 80631 Business Telephone: 645-2416 Harry H. Rothe and Helen Rothe 2611 Belair Lane Home Telephone: 330-1728 Greeley, Colorado 80631 Business Telephone: 645-2416 APPLICANT OR AUTHORIZED AGENT: Hewlett-Packard Company 1501 Page Mill Road Palo Alto, California 94304 Telephone: 415-857-4762 Attention: Ann E . Bamesberger OWNERS OF MINERAL RIGHTS ON OR UNDER THE SUBJECT PROPERTIES OF RECORD IN THE WELD COUNTY ASSESSOR' S OFFICE : A. Portion of premises in Section 4 , Township 5 North, Range 66 West of the Sixth Principal Meridian, Weld County, Colorado: Elmer H. Rothe and Mildred L. Rothe 1851 26th Avenue Court Greeley, Colorado 80631 Emanuel W. Rothe and Margaret J. Rothe 2535 22nd Street Greeley, Colorado 80631 Harry H. Rothe and Helen Rothe 2611 Belair Lane Greeley, Colorado 80631 B. Southeast Quarter of Section 5, Township 5 North, Range 66 West of the Sixth Principal Meridian, Weld County, Colorado: Union Pacific Corporation 110 North 14th Street, Suite 1000 Omaha, Nebraska 68102 OR W. A. E. Mitchell 907 10th Avenue Greeley, Colorado 80631 -2- First National Bank of Greeley, Trustee for H. E. Mann 1025 9th Avenue Greeley, Colorado 80631 Elmer H. Rothe 1851 26th Avenue Court Greeley, Colorado 80631 Emanuel W. Rothe 2535 22nd Street Greeley, Colorado 80631 Harry H. Rothe 2612 Belair Lane Greeley, Colorado 80631 C. Leasehold interests claimed in all parcels by: H. L. Willett 250 Denver Club Building 518 Seventeenth Street Denver, Colorado 80202 APPLICATION REQUIREMENTS: References are to applicable sections of the Weld County Zoning Resolutions. 81. 7 . 1. 1 - 81. 7 . 1. 8 Shown above. 81. 7 . 1. 9 Sheet 1 of Exhibit "1" attached. 81 . 7 .1 . 10 Shown above. 81. 7 . 1 .11 None requested at this time. 81. 7. 2 and Subsections 81 . 7 . 2. 1 - 81. 7. 2. 3. 8 See Exhibit "1" attached. 81 . 7 . 2 . 3 . 9 Area of geologic hazard. See Exhibit "2" attached, being a letter from Empire Soils Lab. 81 . 7 . 2. 3 . 10 Mineral resource areas. See Exhibit "2" attached. 81. 7 . 2. 3 . 11 See Exhibit "3" attached, being Empire Lab Soils Report. 81. 7. 2 . 3 . 12 None requested at this time. 81. 7. 3 and Subsections 81 . 7 . 3. 2 - 81. 7. 3. 5. 3 See Exhibit "1" attached. 81. 7. 4 Supporting Documents : 81. 7 . 4 . 1 N/A 81 . 7 . 4 . 2 See Exhibit "4" attached, being letter of authorization. -3- 81. 7 . 4 . 3 The proposed, area to be rezoned is consistent with the policies of the Weld County Comprehensive Plan, in that the proposed rezoning would be consistent with the Comprehensive Plan of the City of Greeley. The proposed area lies approximately one mile West of the city limits of the City of Greeley. The industrial element of the Greeley Comprehensive Plan Update, dated March 27, 1979, indicates that the need for achieving economic development to bolster the community ' s tax base is an objective of the Greeley Comprehensive Plan and that opportunities are provided by the City of Greeley to attract industrial development. These opportunities, according to the Plan, include good highway accessability via Highway 34 and the fact that Greeley has a well- developed water and sewer system capable of immediate and long-range service to industrial and residential users within its comprehensive planning area. The Comprehensive Plan further indicates a lack of developed planned industrial park sites and states that the industrial sectors likely to seek expansion or relocation in Greeley include the electronics industry, and that these industries are concerned about a well- defined campus-like setting with room for expansion. The objectives and policies of Greeley ' s Plan clearly indicate that the proposed- rezoning would be compatible with this Plan. Industrial parcels must be large enough to provide for expansion; they should be located at or with direct access to highways; and will be compatible to a residential environment. The Comprehensive Plan specifically refers to —4- the area North and South of Highway 34 West of 35th Avenue as an area with excellent accessibility, and present utility extension plans of the City make the proposed area suitable for immediate development. The natural amenities in this area, referred to in the Plan, were clearly a motivating factor in the Applicant ' s selection of the site. The City of Greeley ' s analysis of the compatibility of this site with its Comprehensive Plan are addressed in a letter from the City of Greeley attached as Exhibit "5" . 81. 7. 4 . 4 N/A 81. 7 .4 . 5 Greeley ' s Plan, with reference to the area North and South of Highway 34 West of 35th Avenue, clearly indicates that a light industrial or technological park development in this area could satisfactorily buffer other types of land uses in the area and be successfully integrated with surrounding residential development. An examination of the Applicant ' s development activities, specifically in Loveland and Fort Collins, Colorado, clearly indicates the perception of Greeley ' s conclusions with regard to this compatibility. 81 . 7 . 4 . 6 Public water and sewer utilities are to be provided by the City of Greeley. See commitment letter attached as Exhibit "6" . 81. 7 . 4 . 7 Soils survey has been completed and is addressed in the Soils Report of Empire Lab attached as Exhibit "3" . 81. 7 . 4 . 8 It is believed that road and highway facilities are adequate to meet the immediate needs of the Applicant. The Applicant will cooperate with the appropriate unit of government to upgrade the road and highway facilities -5- • as may be required upon a determination of the • necessary improvements. 81 . 7 , 4 , 9 Mineral resource. See letter of Empire Labs attached as Exhibit "2" . 81. 7 . 4 .10 Flood hazard area. The proposed area to be rezoned is only marginally affected by any established flood hazard area. The Applicant would agree to any limitations of Weld County concerning the affected area. 81 . 7 . 4 . 11 Geologic hazard area. The area is not believed to be within any identified geologic hazard area. I hereby depose and state under the penalties 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. HEWLETT-PACKARD COMPANY By 'Oie .-61er—ect W. Bruce Wholey Vice-President, Corporate Services STATE OF CALIFORNIA ) SS: COUNTY OF SANTA CLARA) Subscribed and sworn to before me this // ' day of Fi‘,fNAry , 1980. WITNESS my hand and official seal . My Commission expires Fail, are if , _I `_IIIIIIIIIIIIIIIIIIIIIIuulfitIfllllflllul:lllm!llullt • n 771: / _ .\ OSF;CIAL SEAL _ � V�j�/ -1 I�'4 \ N. Ai 6L7t fP:EDEuCALF - gy Notary ublic r -.1 NOTARY PUBLIC •CALIF. 4 '"-'''j ' SANTA CLARA COUNTY :- _5�, / My Comm. Exp.Feb.25, 1903 l ''IIIIIIIiii IIlIIIIIIltI1IIIll II IIIIIIIiiiliu II 1111 I11111C -6- 1 . EXHIBIT 3 • REPORT OF A PRELIMINARY GEOTECHNICAL INVESTIGATION FOP HEWLETT PACKARD CORPORATE CONSTRIJr?ION PALO ALTO, CALIFORNIA PROJECT NO. 3i77-7n RE: PROPOSED HEWLETT PACKARD FACILITY GREELEY, COLORADO BY EMPIRE LABORATORIES, INC. 214 NORTH HOWES STREET FORT COLLINS, COLORADO P0521 TABLE OF CONTENTS Table of Contents i Letter of Transmittal Report Appendix A. A-1 Test Boring Location Plan and Geologic Map A-? Key to Borings A-3 Log of Borings A-4 Appendix B 8-1 Consolidation Test Patti R-2 Summary of Test Results R-9 Appendix C C-1 Soil Map C-2 Soils Descriptions C-3 i Empire Laboratories, Inc. Branch Offices 1242 Bramwood Place MATERIALS AND FOUNDATION ENGINEERS Longmont, Colorado 80501 214 No. limn os Fort Collins,Colorado 80522 P.O. 776 25 P.O.Box 429 13031484-0359 13031 776 3 927 January 3151 Nation Way 17, 1980 Cheyenne,Wyoming 82001 P.O. Box 10076 13071 632-9224 Ms. Ann Banesberger Hewlett Packard Corporate Construction 1501 Page Mill Road Palo Alto, California 94304 Dear Ms. Banesberger: Submitted herewith is our Report of a Preliminary Geotechnical Investi- gation for the proposed Hewlett Packard facility to be constructed west of Greeley, Colorado. The investigation included test borings, labo- ratory testing, engineering evaluation, and preparation of this report. The attached report presents the subsurface conditions encountered at the site and our evaluation of the subsurface conditions as they in- fluence proposed construction. We appreciate this opportunity of consulting with you on this project. If you have any questions or if we can be of further assistance, please contact us. Very truly yours. , �.:>u:c ,,, EMPI LABORATORIES, IM 5. 15919 James E. Veith, P.E. �•$., �, . 17 Geotechnical Engineer 4'a° a , f e s a Reviewed by: _i 7,i Q•`�a� aa•4`f .�r . , 1t left•Chester C. Smith, P.E. President r }�ij r1 -' of Lac 6, ee~" •, 7/ 1 l P cc:di Underwood & Lamb < t^r��p�O o t -� ' A°1r1U114". ED y -1 . ---v v I:: CHESTER C. SMITH W Rio t N (� j MEMBER OF CONSULTING ENGINEERS COUNCIL A ii REPORT OF A PRELIMINARY GEOTECHNICAL INVESTIGATION SCOPE This report presents the results of a preliminary gentechnical investigation for the proposed Hewlett Packard facility west of Greeley, Colorado. The investigation included test borings, laboratory testing. engineering evaluation, and preparation of this report. The purposes of the investigation were to determine the subsurface conditions at the site and to evaluate their influence on proposed development. The "Geology" portion of this report was prepared by an engineering geologist of Empire Laboratories, Inc. . SITE INVESTIGATION Thirty-one (31 ) test borings were drilled at the oroject site December 12 through December 14, 1979 and January 3, 1980. The lo- cations of the test borings are shown on the Test Boring Location Plan included in Appendix A. The test borings were established in the field and their grade elevations determined by representatives of James H. Stewart and Associates, Inc. , Consulting Engineers. Borings 1 through 10 were drilled on proposed Parcel 2; Borings 11 through 23 were drilled for Parcel 1 ; Borings 24 through 31 were drilled for Parcel 3. The borings were advanced with continuous-flight augers to depths nineteen (19) to forty-four (44) feet below present grades. Samples were recovered with two and one-half (215) inch Shelby tubes and the standard penetration sample technique. During drilling, a geotechnical engineer of Empire Laboratories, Inc. was present and made a continuous visual inspection of soils encountered. Logs prepared from the field logs are included in Appendix A of this report. Indicated on the logs are the primary strata encountered, locations of samples, and ground- water conditions. -1r SITE LOCATION AND DESCRIPTION The investigated parcels are located on the north side of U. S. Highway 34 approximately four (4) miles west of Greeley, Colorado. Parcels 1 and 2 are situate in the approximate west is of Section 4, Township 5 North, Range 66 West of the Sixth Prime Meridian, Weld County, Colorado. Parcel 3 is located in the southeast Is of Section 5, Township 5 North, Range 66 West of the Sixth Prime Meridian, Weld County, Colorado. Major slope and drainage of the investigated parcels are to the east toward Sheep Draw, which forms the approximate east boundary line of Parcels 1 and 2. Maximum relief from the southwest corner of Parcel 3 to the northeast corner of Parcel 1 is approximately one hundred thirty (130) feet. Topography of the oarcels is gently rolling. The investigated parcels are presently being used for agricultural purposes. Parcel 2 and the western portion of Parcel 1 are irrigated with center-point irrigation systems. Irrigation of the eastern portion of Parcel 1 and Parcel 3 is accomplished with ditches and laterals. Occasional large trees exist along Sheep Draw, and groundcover indicates some low marshy areas. A marshy area also exists in the north central portion of Parcel 3. U. S. Highway 34 forms the south boundary line of Parcels 2 and 3. Seventy-First Avenue, a gravel-covered roadway, divides Parcels 2 and 3 and forms the west property line of Parcel 1. West C Street, also gravel-covered, forms a portion of the north property line of Parcel 1. West Fourth Street divides Parcels 1 and 2 and forms the north boundary of Parcel 3. As stated above, Sheep Draw forms the east property line of Parcels 1 and 2. A single-family residence and associated out- buildings are located at the southwest corner of Parcel 1 . A fifteen (15) inch concrete drain tile flows to the east, north of the proposed building areas on Parcel 2 from a low point located on the west side of Seventy-First Avenue. Two (2) twenty-two (22) inch diameter natural gas pipelines flow north-south at the extreme northeast corner of Parcel 1. -2- • LABORATORY TESTS AND EXAMINATIONS Representative samples recovered in the test borings were selected for tests in the laboratory to determine their physical characteristics and engineering properties. Included in the test program were natural moisture content, Atterberg limits, dry density, unconfined compressive strength, consolidation potential , and swell potential . The laboratory test results are summarized in Appendix B. SOIL AND GROUNDWATER CONDITIONS The overburden materials encountered on the parcels are of alluvial origin and consist of varying mixtures of gravel , sand, silt, and clay. The sedimentary bedrock underlying the overburden materials is of the Laramie Formation and consists of interbedded sandstone, siltstone, and claystone with sandstone being the predominant member. The following are the characteristics of the primary soil strata encountered in the test borings. (1 ) Topsoil : As stated above, the investigated parcels are presently being used for agricultural purposes. The thickness of topsoil at test boring locations varies from approximately six (6) to twelve (12) inches. The upper six (6) inches of the topsoil have been penetrated by root growth and organic matter. (2) Sandy Silty Clay: In Borings 19 through 23. drilled for the building complex in the northeast corner of Parcel 1, the topsoil is underlain by brown sandy silty clay. Thickness of this material in these borings is approximately one (1 ) to three (3) feet. -3- (3) Silty Sand with Trace Gravel : The sandy silty clay in Borings 19 through 23 and the topsoil in the remaining borings are underlain by brown and tan silty and clayey fine to coarse sand with some fine gravel . This stratum extends to depths seven (7) to twenty and one—half (201) feet below present grades at test boring locations. This soil is heterogeneous across the investigated parcels, the percentages of clay, silt, sand and gravel varying with location and elevation. Typically with increasing depths, the percentages of silt and clay fines comprising the soil decrease. In situ, this material has low to moderate shear strength and hearing qualities. Upon wetting, the more clayey portions of this material exhibit minor swell potential . (4) Sand, Gravel , and Cobbles: Typically the silty and clayey sand is underlain by fine to coarse sand and gravel extending to the bedrock surface. Cobbles and boulders estimated eight (P) to twelve (12) inches in diameter were encountered within this stratum. Some silt and clay fines were also encountered within this material. In situ, the sand and gravel is medium dense to dense and has moderate shear strength and hearing qualities. (5) Bedrock: Bedrock encountered at the site consists of inter- bedded layers of sandstone, siltstone, and claystone. On Parcel 2 and in the northeast building complex on Parcel 1 , the rock is primarily sandstone with occasional thin claystone layers. At the southwest building complex on Parcel 1 , the bedrock is predominantly siltstone with thin claystone layers. The bedrock on Parcel 3 1s interbedded claystone, siltstone, and sandstone with no member predominating. The surface of bedrock was encountered at boring locations at depths three (3) to forty (40) feet below present grades. Consistent with the existing topography, the bedrock surface slopes to the A- east towards Sheep Draw. The greatest depths to rock were found along the east line of the building complex in the southwest corner of Parcel 1 and in the northeast building complex on Parcel 1. The upper one (1 ) to four (4) feet of the bedrock formation is weathered. The underlying bedrock is firm to hard and has very good shear strength and bearing qualities. Upon wetting, the siltstone and claystone portions of the bedrock exhibit low to moderate swell potential . (6) Groundwater: At the time of our investioation, groundwater was encountered in the test borings at depths four (4) to thirty-seven and one-half (371/2) feet below present grades. Shallowest depths to water were found on Parcel 3 with the greatest depths to water at the northeast building complex on Parcel 1 . Groundwater contours indicate that the nradient is to the east toward Sheep Draw. Groundwater levels will vary with seasonal conditions and irrigation demands on and ad- jacent to the property. ANALYSIS AND RECOMMENDATIONS The following is our evaluation of the subsurface conditions encountered on the three (3) parcels and their influence on development of the properties. Geology The site of the proposed construction is located within the Colorado Piedmont section of the Great Plains physiographic province. The Colorado Piedmont. formed during Late Tertiary and Early Ouaternary time (approxi- mately 65 million years ago), is a broad, erosional trench which sepa- rates the Southern Pocky Mountains from the Nigh Plains. Structurally. the area lies along the western flank of the Denver Basin. During the Late Mesozoic and Early Cenozoic Periods (approximately 70 million years -5- 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 Laramie and Fox Hills Formations. Residual , alluvial , and eolian soils of Pleistocene and Pecent Age overlie the bedrock in this area. Bedrock outcrops were not encountered at the site; however, bedrock was encountered in the majority of the test borings at depths three (3) to forty (40) feet below the surface. The upper members of the Laramie Formation have been eroded from the site, and the lower approximate two hundred (200) feet underlie the majority of the project area. The Laramie Formation consists of interbedded siltstones and sandstones and carbonaceous shales. Thin coal beds are known to exist within the Laramie Formation. The Fox Hills sandstone underlies the extreme north- east corner of the property. Bedrock encountered in the project area consists mainly of interbedded siltstones, claystones, and sandstones. The slope of the bedrock in the area is generally to the east and north- east with a bedrock high located in the southwest corner of the site in the area of Parcel 3. Slope of the bedrock is nenerally in an easterly direction. The regional dip of the bedrock in this area is generally slight and to the east. From a structural standpoint, the site is relatively stable and should be subject only to minor seismic activity. The topography of the site is generally gently rolling and slopes, in general , to the north and east. Slopes in the area are typically less than four percent (4t). A few steep slopes are located along the banks above Sheep Draw in the eastern portion of the property. In view of the relatively gentle slopes, geologic hazards due to mass movement caused by gravity, such as landslides, mud flows, etc. , are not expected at the site. However, minor slope failure may be expected along the steep, near-vertical cut banks along Sheep Draw in the eastern portion of the site. Construction should not be allowed within fifty (50) feet of the top of these steep banks. The only areas that appear to he subject to heavy erosion are the steeper hanks noted along the edge of -6- Sheep Draw. With proper site grading around all structures and for all parking areas and/or drives and roadways. erosional problems are not anticipated over the majority of the site. It is recommended that all areas other than building and paved areas stripped of vegetation during construction be reseeded to help minimize erosion. The majority of the property lies within the drainage basin of Sheep Draw, which is a tributary of the Cache La Poudre River. The northwest corner of Parcel 1 drains directly into the drainage basin of the Cache La Poudre River. The site does not lie within the flood plain of the Cache La Poudre River and should not be subjected to flooding from this majorstream. However, areas adjacent to Sheep Draw may be subject to flooding during periods of heavy precipitation and/or runoff, and it is recommended that any construction in and/or adjacent to this area be placed above the one hundred (100) year flood plain of Sheep Draw. The flood plain of Sheep Draw should be determined by an ex- perienced professional hydrologist and/or engineer. A small wet or marshy area is located along the north edge of Parcel 3 in the center of the parcel . This area is a small depression currently vegetated with tall grasses, cattails, and other marsh grasses. Any construction desired in this area will require complete draining and proper filling of the wet area. Varying amounts of sand and gravel were encountered in the test borings at the site. Terrace gravels located above the Cache La Poudre River basin were noted along the north edge of Parcel 1 . Minor amounts of alluvial gravel probably related to the Sheep Draw drainage were located on the eastern edge of Parcel 2 and the southeast portion of Parcel 1 . In general , the granular soils encountered in these areas consist of fine-grained sands with minor amounts of fine gravel . Coarse gravel containing cobbles estimated to be eight (R) to twelve (12) inches in diameter were encountered within the terrace deposits in the northern portion of Parcel 1. However, these materials also contain large amounts of silt and/or clay. Gravel in the terrace deposits is generally of poorer quality than the finer sands and gravels and contains some caliche. In general , it is felt that these granular materials are -7- not of suitable quality to be used as concrete aggregate, in asphaltic concrete, for gravel road base, or for other construction-type materials. The amount of overburden versus the mineable aggregate layer below is also of a ratio not generally considered to be of economic importance. Generally, the ratio of three (3) feet of resource to one (1 ) foot of overburden is considered economic. The Laramie Formation is known to contain several coal beds of varying thicknesses. Many of these coal beds have been mined in the Laramie Formation in the Boulder-Weld Coal field, whose northern extent is located south of the Greeley area. To our knowledge, no known economic deposits of coal have been found or mined in the Greeley area. Lenses of coal were not encountered in any of the test borings drilled at the site. The geologic conditions at the site are such that deposits of limestone and/or quarry rock are not anticipated to economic depths. Groundwater levels at the site vary considerably from depths of four (4) to thirty-seven and one-half (373 ) feet below the surface. In general , the groundwater gradient is in an easterly direction toward Sheep Draw. It is felt that the groundwater encountered at the site is near-surface water fed by irrigation of the existing property and adja- cent sites. Wells drilled in the Laramie Formation, in general , yield up to ten (10) gallons per minute. The water is generally of poor quality. An important aquifer in the area is the Fox Hills Formation, which underlies the Laramie Formation and the terrace gravels in the northeast portion of the site. The Fox Hills sandstone generally con- tains high yield wells of good quality water. In general , the near- surface groundwater in the area is of poor quality, containing high concentrations of solids. Site Grading The upper six (6) inches of existing topsoil should be stripped within proposed cut and fill areas and within building and pavement areas to remain at or near present grades. The topsoil can be wasted off-site or used for final grading outside of building and pavement areas. -8- The overburden materials beneath the topsoil can be used for fill on the site. We anticipate no unusual problems in excavating the silty and clayey sand or the sand and gravel . The bedrock on these parcels can probably be excavated with conventional heavy-duty equipment. We recommend that excavated bedrock not be used for fill within proposed building areas or within the unper two (2) feet at pavement suborade elevation. Rock used in fill areas should be broken and mixed with on- site soils to avoid nesting of rock fragments and creation of voids. For computation of earthwork quantities, a shrinkage factor of seventeen percent (17%) to twenty percent (20e) should be used for the overburden material . A shrinkage factor of fifteen percent (15%) to seventeen percent (17X) should be used for excavated bedrock used for fill. Dewatering systems will he reouired where excavation extends below the groundwater table. with the topography of the parcels and ground- water gradient to the east, site dewatering systems could he installed along the west sides of the parcels to intercept flows with discharge into Sheep Draw by gravity. The depths of the dewatering systems will depend on desired finished grades and the depth to groundwater on the parcels. On Parcel 2 (Borings 1 through 10) , water was encountered approxi- mately four (4) to twenty-one {21) feet below present grades. Dewater- ing systems will , in general , be required if excavations extend to depths greater than five (5) to eiaht (8) feet below existing contours. Groundwater levels in the southwest building complex on Parcel 1 (Borings 11 through 1R) are approximately eight (P) to thirty-eight (38) feet below existing grades. Dewatering systems will be required on this portion of -Parcel 1 if excavations extend approximately ten (10) feet below present contours. At the northeast building complex on Parcel 1 (Borings 19 through 23), groundwater levels are fourteen (14) to thirty- three (33) feet below present grades. If excavations extend greater than about fifteen (15) feet below present contours, dewatering systems may be required. On Parcel 3 (Borings 24 through 31 ) , water levels are three (3) to seven (7) feet below existing contours. Dewatering systems -9- will be required for excavations greater than approximately three (3) feet below present grades on this parcel . As discussed -above, the groundwater gradient on the parcels is to the east toward Sheep Draw. Intercepting of the groundwater flows -along the west side of the selected parcels would be possible. The depth of the dewatering system would depend on selected finished grades in the proposed building _areas. The dewatering system should included per- forated or oorous wall pipe surrounded by clean, well-graded, free draining gravel . The size of pipe used will depend on the depth of the system and the anticipated flows. We recommend that finished grade in cut and fill areas be at least three (3) feet above groundwater levels. If dewatering systems are installed, they should he designed to meet this criterion. Monitoring of water levels followinn installation of the dewatering systems should be done to determine their effectiveness. If no dewatering systems are installed, finished grade should he at least three (3) feet above present meterlevels. For stability, we recommend that all finished cut and fill slopes be no steeper than 2:1 . For ease of maintenance, we sugoest that 3:1 finished slopes be used. For installation of utilities, temporary cut slopes should be stable on 11:1 slopes. Flatter slopes and/or shoring will he required where excavations extend below the water table. Temporary dewatering will he required during the excavation, installation and hackfilling phases of utility construction. Based upon AASHTO classification of the overburden materials. we anticipate that minimum pavement thicknesses can he used. The selected pavement thickness will depend on anticipated traffic volumes. Foundations Based upon the subsurface conditions encountered on the parcels and the anticipated structural loads, we recommend that proposed structures be supported on drilled piers end bearing in the firm bedrock formation. -1n - The allowable bearing capacity will depend on the type of bedrock at proposed bearing elevation and the depth of embedment of the pier into the bedrock. Based upon preliminary analyses, the allowable bearing pressure will range from approximately twenty thousand (20,000) to forty thousand (40,000) pounds per square foot. For that portion of the piers embedded in the firm bedrock, skin friction will range from approxi- mately two thousand (2000) to four thousand (4000) pounds per square foot. A minimum dead load pressure will he required for all drilled pier foundations to resist swelling pressures which will develop if the bearing material or subsoils become wetted. We anticipate that minimum dead load pressure on drilled piers will range from approximately five thousand (5000) to ten thousand (10,000) pounds per square foot. As groundwater was encountered on all parcels above the bedrock surface, temporary casing of all pier holes will be required to prevent sloughing and to permit dewatering prior to concreting. Cobbles were encountered in the test borings drilled at the northeast building complex on Parcel 1 and in Borings 12 and 18 in the southwest building complex on Parcel 1. Special drilling tools and/or in-hole work may be required for removal of the cobbles during pier drilling operations. Light-weight, one-story buildings outside of the main structure areas can be supported on conventional continuous or isolated spread footings hearing in the overburden materials. Based upon preliminary analyses, the allowable bearing pressure for conventional footings will range from one thousand five hundred (1500) to three thousand (3000) pounds per square foot. A minimum dead load pressure on footings of two hundred fifty (250) to seven hundred fifty (750) pounds per square foot may be required to resist swelling pressures of the silty and clayey portions of the near-surface materials. Basements and Slabs on Grade Due to groundwater levels on the property, dewatering systems will he required around basement areas excavated in the southwest building complex on Parcel 1 , on Parcel 2, and on Parcel 3. Dewatering systems around basement areas at the northeast building complex on Parcel 1 will also be required if the basement finished floor is more than approxi • - mately ten (10) to fifteen (15) feet below present grades. The de- watering systems around basement areas should include a perimeter foun- dation drain placed approximately two (2) to three (3) feet below finished floor elevation and approximately eighteen (18) to twenty-four (24) inches of free draining gravel placed beneath the basement slab. Depending on the size of basement areas, underfloor drains embedded in the gravel beneath the slabs may also he required. The perimeter drain can flow to sumps constructed in the basements or by gravity to the east toward Sheep Draw. The near-surface soils encountered on the three (3) parcels are adequate for supporting normal floor loads on grade. Depending on anti- cipated floor loads, four (4) to einht (8) inches of clean gravel or select base course material will be required beneath the slabs on grade to -distribute floor loads and act as a capillary break. GENERAL COMMENTS It -should he noted that this was a preliminary investigation and that the recommendations in this report are based on limited exploration and laboratory tests. flue to variations in subsurface conditions encountered at the site, it is recommended that additional test borings he made prior to final design and construction. Samples obtained from these additional test borings should he subjected to testing and in- spection in the laboratory to provide a sound basis for determining the physical and engineering properties of the soils encountered. • -12- APPENDIX A. - -- KEY TO BORING LOGS !''� TOPSOIL GRAVEL FILL F. SAND& GRAVEL • • / • SILT i�' SILTY SAND& GRAVEL ' CLAYEY SILT �OC! COBBLES / ` o• •/ SANDY SILT �'o'' SAND,GRAVEL& COBBLES CLAY WEATHERED BEDROCK SILTY CLAY SILTSTONE BEDROCK [0i SANDY CLAY CLAYSTONE BEDROCK SAND, SANDSTONE BEDROCK SILTY SAND 1 J LIMESTONE ij CLAYEY SAND x GRANITE r SANDY SILTY CLAY U SHELBY TUBE SAMPLP:- • STANDARD PENETRATION DRIVE SAMPLER WATER TABLE 1-7 DAYS AFTER DRILLING C HOLE CAVED 5/12 Indicates-that 5 blows-of a 140 pound hammer falling 30 inches wasrequired to penetrate 12 inches.. A-3 EMPIRE LABORATORIES,INC. I - I • LOG OF BORINGS • • No. I !Jo. 2 Mo. 3 1Jo.4 '+ti'�1UU ✓,✓' 5/1? /4 4700 19/12 p; • • — _ i 50/F1 --I • • • • 4780 - r 50/5 12/12P � 12/12 ap 4770 19/1? p.;, , % • ce A • / 16/12,P. /- 13/12 4,�' • Al - 35/12 4760 50/9 . 50/2 • . 50/3 • '''''✓✓ 50/3 = • • 4750 4/12 7 • . , -. ./ • 50/7 a---I15/12P•6 Q . • � • - _ 4740 • -- 28/12 • • 50/5 r. . i - • 4730 • _ - A-4 • EMPIRE LABORATORIES, INC. • LOG OF BORINGS . LL.E_V TIoNt !Jo.S_ _ __c j )._ . 6 o. 7 kJo.F;_ 4780 •/. %off 1. a .—m—• 1 0/12 3./.,<" Q 6/12 .‹.• /4 V'' /. ---• 4770 4/� 31112O,r - ,..7.,-.„ 12/12 • •l t•g• � v __ 17/1? / 4 • % 34/12 . 4760 Jib 50/3 �� -3.- _ e•• r 12/1'7 i•✓' 50/3 r,i/, - • o/ • 4 /e/•' 5(1/ - Q 50/4 j•� . . : - . . 7/12x•al- .r 4750 ,� • /I/� - 50/8 • • • 54/7 16/12 '•g • 50 5 `'- '-' 50/2 "' 24/12 0 4 • - -- 4740 • i° : 24/12 • ° - i • • Y_ 50/3 `' 50/4 - - . - • _ 4730 = i . 7.1.±•••'.:T.:.‘..All -_ • i - .i� w!•FfiWn..�sYp1r-A'�+�- - ..�.._r...•e....- .. _ -- �G � r. am-'--'�'`3'""' -ate:` _•sue ; -`:_•�iaa 't.r.x--. ' ....• ..e...-.a..- a... r sr-,v,e,,,•..�. `� .44. -.��•"" -[•ate :''-� �,—�>a,� r.,�:,, �- a� x. .•'``� , --3=x__.3#`s srw+�"c.. .s Y' � -.�..s. ._ €� ,' _^_- tvds r. .�' -' ..+...ii -r a Y ?3.+ f'� '=�, • EMPIRE LABORATORIES, INC: .-- LOG OF BORINGS { LLE-_V' TI OIJ IJo. 9 1,Jo. 10 4780 1. /.// 777 16/12 <a,9 4770 0 • / l R/12 YjH 20/12 1' 10/12 3: P� o /a 50/3 4760 f= • 12/12 •%• 50/3 -/• 4 47/12 • • 4750 A-6 EMPIRE LABORATORIES, INC. LOG OF BORINGS I I k I E_WIT7nN1 No.I I Uo. I? hlo. 13 ►Jo• 14 Ji v/v 4780 v • ". 7/124 • 6/17 Y7: 1; /"/ i 6/12 9/1? VI rrr/J , ! p 4770 19/12 7 42/12 24/12 - - 50/11 � — 49/12R- — 50•/12 — p 4760 50/9 - — V/ !J _ /•j0 50/7 • 8/12 • • i 4750 9/12 j • 15/12 P• • --- 4740 15/12 a▪ • • • • a p 24/12 3 0 • —'— a a 4730 50/0 'Z; ' - 50/7 ', 4720 = 50/3 -- 50/4 4710 -- - A-7 EMPIRE LABORATORIES, INC • LOG OF BORINGS E_V TION NJ 0.16 No. & No. 17 Mo.IB i 4780 ."<'- r/✓. ;./:,,,,o• , 12/17 -77- ✓atl�✓i 9/12 : cj • v 4770 h 43/17 — X7/12 Vi ,/,- 41112 - - - - q � 12/12 i 13/12?/ 50/9 34/12 a- — a/' 4760 15/12 �® 50/10 17/12 , • 4 50/12 1- - _ 18/12 50/12 50/a. V— 50/5 _ • 4750 50/5 T — 50/4 18/12 da • Q.. V 42/12 Ro - C• •a N 0; 4740 50/11 .. . 00 4 50/4 Tar; 50/3 4730 EMPIRE LABORATORIES, INC. LOG OF BORINGS SON ',Jo-19 No 20 t:_ Na - • d . 4750 21 . • .o - 4740 . ►r�r 0 . e •50 e - P ♦ 6 2 ►•- - 0e - . i i o 50 6 ;• /. 2 J 4730 " ' o . 7 12 50 3 15 •is/ dd =- 50 2 4720 --a • o . a 1 50 7 = • . 4710 • : : 5 502 - • • 50/3 4700 A-9 EMPIRE LABORATORIES, INC. LOG OF BORINGS E I E_V/csTION Nb .77 No. 2-i 18/12 7'2'1 .2 4740 iti• � 15/1? L, a •c 22/12 q/ 4730 a • o 32/12 g a ' o' • a • 27/12aa < 9 '4 4720 6/12 P 44/1213 /•o 25/12 PA o 77 23/12 • • — o o v 4710 33/12 • • - 50/2 p<, ' e • 50/4 Refusal 4700 50/0 . 50/4 T_ 4690 50/2 A-l0 EMPIRE LABORATORIES, INC. LOG OF BORINGS I /sT ON (Jo.24 1Jo 7�, km.26 1.10 77 5010 /,/ /6/ / - % 30/12 ,j . Cl 4 50/8 ,-i✓ 5000 - - i - 1 '1/12 a r:y. 50/12 •/- 4 i / © 50J10 15/12 -1 50/9 - _ _ - - _ I 4990 2'• 50/12 - - 50/9 = 5/12 S. , 50/6 i •!• m 13/12 /•/n 50/11 g 50/2 - 48/12 _,L,_!... - - 4980 50/5 nI ! 50/11 s- - 50/0 - . 4970 A-11 EMPIRE LABORATORIES, INC. LOG OF BORINGS II £ LE_V/,TION hlo.2E3 Mo.29 l\-10.3O No.31 5000 GV/✓ 9/12 ill n ts.4990 . •/• 50/7 i -171 % • 10/12 Q 5/12i) .4 , i ✓vr n 35/12 W=-? 50/4 =- 7/12 ✓ - - 50/8 i % / 4980 . . 50/3 =-- - 17/12.. 50!11 50/4 �•'_ /L50/4 50/3 `- -- 50/3 4970 50/3 - 50/3 "7• • _50/5 -, 50/3 4960 50/5 - - A-12 EMPIRE LABORATORIES, INC. APPENDIX B. CONSOLIDATION--SWELL TEST • BORING NO. 1 _ DEPTH 3.0' y DRY DENSITY 106.3 44/Ft.3 % MOISTURE 10.7 O Q a 0 6 .56 - .55 , - ' A - - , . . .54 - . , .53 .I'ir)44%.N\ - - i . 1 0.1 0.5 1.0 5 10 APPLIED PRESSURE—TONS/SO. FT. as _ - W e D I O H Q O J N . v , . Z O U _ • _ l I 4. _ - 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. B-2 EMPIRE LABORATORIES, INC. CONSOLIDATION--SWELL TEST BORING NO. 3 _ DEPTH 3.0' DRY DENSITY 107_4 #/Ft.3 MOISTURE_ 10.6 % .52 .51 O o .53 - . , .49 .48 .47 , .46 - - - - - - - �.__.. 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. 0O 1O W 2 0 3 _ 4 ° NN - u 5 , y 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. B-3 EMPIRE LABORATORIES, INC. CONSOLIDATION--SWELL TEST .69 - - - - • BORING NO. 7 DEPTH 13.5' •68 DRY DENSITY 97.7 P/Ft.3 % MOISTURE 24.8 % .67 .66 - - - - , .65 . , ac 0 .64 . .63 .62 - .61 .60 • - - - - - - - 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. © - - - - - - - - - - - • 1 I-s,v r J J z 31 O 0 _' 4 z - _ O U 5 6 _ - - - - - - - - - 0.1 0.5 1.0 S 10 APPLIED PRESSURE-TONS/SQ. FI. B-4 EMPIRE LABORATORIES, INC. CONSOLIDATION-SWELL TEST BORING NO. 17 DEPTH 7.0' DRY DENSITY 106.0 r/Ft.3 % MOISTURE 25,0 . 56 O . 55 _ , o o .54 .53 .52 , - .51 _ .50 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. 0p - - - - - • 1 , k2o4c.EJt, - - - J J w 7 z 3 O o 4 O • - - ' I - 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. - B-5 EMPIRE LABORATORIES, INC. CONSOLIDATION--SWELL TEST BORING NO. 23 DEPTH 3.0' DRY DENSITY 1Q.6 W/Ft.3 % MOISTURE 5.2 .60 - , O .59 , 7-- a .58 .57 . 56 .55 , 54 _ - - 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. T T 1 W 27.161.41.6 4.4.4 4%4**i' "1%4 %Ns.tp- z 3 , 0 O 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. B-6 EMPIRE LABORATORIES, INC. CONSOLIDATION--SWELL TEST BORING NO. 26 DEPTH 3.0' DRY DENSITY112.8 #/Ft.3 % MOISTURE 18.0% O 47 � I O 0.46 • • .45 • .44 • .43 .42 • 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. 0 Cr}----n—msifrsai.--tDaa."8"""e<)%l1/4 ".....".'"%%%%s%%%t::: 1 �� 2 T z - z . 3 O F a 0 2 U • 0.1 0.5 1.0 5 -10 APPLIED PRESSURE-TONS/SQ. FT. B-7 • EMPIRE LABORATORIES, INC. CONSOLIDATION--SWELL TEST BORING NO. 29 DEPTH 7. 0' DRY DENSITY100.7 =/Ft.3 % MOISTURE 18.4 64 .63 0.62 IX a 0 0.61 .60 .59 .58 .57 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. 0 1 2 • z 3 O 4 5 0.1 0.5 1.0 5 10 APPLIED PRESSURE-TONS/SQ. FT. 8-8 EMPIRE LABORATORIES, INC. 1 I to =' I ZOa ? CV CV CV CV CV CV CV � r r CO to r r CT co r .- r in ,))fr-3 to O) O o O-) Cr) o o - in CO o Z o rin in to r r inN to dJl m to _ ma J O V1 Y)W I- nQ w u_ F.ri-51 N J w tn u to to Z W r • e K LLv. ad.0- I-- 0 I O O O O K tn W U= O to O O f— 2'6 I- LL ZZ M N 1-.. K I- Z N Q m ]•• U CC Z Q 1 ce c_ Ui = w. 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CO e I-- OD CO W M N en ct I� CO CO W CO d' n CO CO CO r r N N r r r r O Z • O On al 0 ooz N N CO m • n_2n Zwl, • • 0= Z N N a- r- M M It LO N w (� r O O O O 1Z 0 L() LP In En n m w ma 0 N 0 N w n Q a>N • • N w J � N N w • 2 W 1Y - 6 N F- 0 W W V= d' 0 W ?Z ce O 0 O N >- CC Z Q Q D W a w >- T.7) ZLL L�V O r a a ce w O CI d- N N- O 0 O) co co _ r- N N W W W O) O O O O 2 r d' Lf) CO O) .- r N OD N wLL 111111 I I p O O O O 1.1) 10 LO LO M d' n co M Ib M W r N N 0 Z0 0 Z M co B-21 SUMMARY OF TEST RESULTS Boring Depth % Moisture Dry Density Swelling Number (Ft. ) Before Test PCF Pressure PSF 1 3.0-4.0 10.7 113.6 230 2 3.0-4.0 16.7 107.2 105 3 18.5-18.9 18.5 102.8* 950 7 13.5-14.5 24.8 95.5 160 10 3.0-4.0 11 .6 113.6 235 12 3.0-4.0 12.1 110.2 130 13 7.0-8.0 20.2 105.6 90 14 13.5-14.5 21 .9 101 .0 250 17 7.0-8.0 25.0 100.4 280 22 3.0-4.0 13.8 104.6 75 23 28.5-28.8 22.6 100.5* 480 25 13.5-14. 3 20.5 105.4* 845 27 7.0-8.0 22.4 102.9 485 28 7.0-8.0 28.0 108.9 425 29 7.0-8.0 18.4 102.4 305 * Indicates Remolded Sample B-22 LO es r N t0 to V f\ J 1 U CO In e t0 n N 0 • CO r r n r r --- Cr) LO C 0 O CO r- J tO 1l) t0 CO I U LO I- O N. M en n a CO• N r CS r r ^ t0 Q a a e r C N tO O I • N 0 N r O N - CO a e a FO J 0 C N i W ro C i E O F- J in 4-3 N N ro LU O F- 0 r rn 0 rn ON r i 1 J LL N. rte- U r- O . •• M CV O r CO COCO r • N >- 0)) Cr) ro 0 cr ro I r C CE Q U 0 U) N 0 el CI' M LO n V N U I N LC) • N r r C L.0 CO i Q 0 C., C CO CO 0) O O I N O CO O CO t0 r to 0 • r r CO cy M N I C X 0) L +) C O 0) +) r r-. O .0 L E N X E4-' E T Cl O O. •r- J 4-) O) 'O Z N J C C 0 O U r '8 -0 0) 'O r r N 0) O co ++ 4N Vr O_ I- C = t: rn ro = 2 S.- re) CT II) r0 0_ 0 N O r r i C Q on J C1 d o4 CJ 0 Q B-23 I 0 • oU CO r IS) t0 t0 N J 0 ct r O to CO NCO CO • N r r U) W N- I Q O EP co O d' to I. N. t U r al O W CI cY e 0 CO N r L) r r•') W CO N- I Q IN 0 - -I OU O V to in o r • • V) V) S- COO O CO r ct 0 CU b N • N r CO C d' E E en O N I Y I V) V) t0 Q W U F- i tF li Q) O O .n Vt ei d' r ct o LO O V) >- Q) I t6 V) 0 CC +, Cr) O in to O O CSQ N • r r N 0 C an u 1 V) Q CO CO oC N N- CO V CO 0 J U 1/40 to W O W t0 to N • t") N r CO r W to N I Q X Q) i +, C O a r 'E I--I 0 . X E a E •r >, a) Q) •r J +, c., -O Z ( J C C U U r O)-O "IO VI Q) 0 C C -r Y 4-s V) a F- r rp 3 VI V1 r6 n 4- t i CT rp co O. 0 V) O •r r 5- C Q no J n_ 0_ .n9. C7 Q APPENDIX C. / 3-5 .,B . S5 - FJG n: it , ;N �/ 6/7 - Ile fine. sand• Joam 1 Lo 3 percent r,lopes I This is a deep , well drained soil on gentle plains at elevations of 4600 to 5200 feet. It formed in mixed outwash deposits . . Included in this unit arc some soils with dark surface layers . Some : leveled areas were also included in mapping. Typically the surface layer is grayish brown fine sandy loam about 10 inches thick. The subsoil is yellowish brown to very pate—brown fine sandy clay loam about 14 inches thick. The substratum, to a depth of 60 inches , is calcareous fine sandy loam. Permeability is moderate. Available water capacity is moderate. li::t Effective rooting depth is 60 inches or more . Surface runoff is medium ,• and erosion hazard is low. Where irrigated this soil is suited to `ll all crops adapted to this area, including corn, sugar beets , beans , alfalfa, small grains , potatoes and onions . An example of a suitable cropping system is alfalfa 3 to 4 years followed by corn, corn for silage , sugar beets , small grain, beans and back to alfalfa. Some conservation practices such as land leveling, ditch lining and pipelines may ae needed for proper water application. , All methods of irrigation are suitable with furrow irrigation the most common type used. Barnyard manure and commercial fertilizers arc needed for top yields along with maintaining good organic matter content . J 1 C-3 / 4 q :i ?''3 In nonirrigated areas this soil is suited to winter wheatIr barley and sorghum. Most of the area is devut—uii to winter wheat2lficli is a ternated with summer fallow to allow moisture accumulation. Normally, precipi- tation is too low to make beneficial use of fertilizers . Good cultural practices such as stubble mulch farming , strip cropping and minimum tillage are needed to combat wind and water erosion. • Terracing may also be needed to control water erosion. - The potential native vegetation on this site is dominated by sand blue- stem, sand reedgrass and blue grama. Needle-and-thread , switch grass , sideoats grama and western wheatgrass are also prominent . Potential production ranges from 2200 pounds per acre in favorable years to 1800 pounds per acre in unfavorable years . When range condition deteriorates , ciTriirq ` ` % sand bluestem, sand reedgrass and switchgrass decrease and blue grama , • sand dropseed and sand sage increase . Annual weeds and grasses 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 production. Seeding is advisable if range is in poor condition. Sand bluestem, sand reedgrass ; switchgrass , sideoats grama , blue grama , pubescent wheatgrass are suitable for seeding. The grass selected should meet the seasonal requirements of livestock. For successful seeding, a clean firm, sorghum stubble -- prepared the growing season prior to seeding -- or a firm prepared seedbed and grass drill should be used . Early spring seeding has proven most successful .._'1,Cl Windbreaks and environmental plantings arc generally suited to this soil. i ' 1,-` Soil blowing is the principal hazard to establishing trees and shrubs . C-4 ,1 I ems. �If s �Anvr-.••-+s. :Y?i4'J:a`1Mai.-Sirrt+^9L�'Cwv • ..:sec . • • C0% This hazard. can be overcome by cultivating only in the tree row and by leaving a strip of vegetation between the rows . Supplemental irrigation may be necessary at the time of planting and during dry periods: Trees that are best suited and have good survival are Rocky Mt . juniper , eastern redcedar, ponderosa pine , Siberian elm, Russian olive and hackberry . - - Shrubs best suited arc skunkbush sumac , lilac and Siberian peashrub._ Wildlife is an important secondary use , with these soils best suited for openland and rangeland wildlife . In cropland areas , habitat favorable for ring-necked pheasants , mourning doves , and many non-game species can be developed by establishing wildlife area:; for no:;Liug and escape cover. For pheasant , the inclusion of undisturbed nesting cover is s vital and should be included in plans for habitat development: this is -;;' especially true in area of intensive agriculture . Rangeland wildlife , exemplified by the pronghorn antelope , can be assisted and encouraged by development of livestock watering facilities , proper levestock grazing management , and range reseeding whore needed . Rapid expansion of the Greeley and surrounding area has resulted in urbanization of much of this Olney soil. It has a good potential for urban and recreational development: . Its only limiting feature is the moderately rapid permeability in the substratum and the hazard of con- tamination of ground water from sewage lagoon; . Lawns , shrubs and trees for beautification will do well. • Capability subclass lie irrigated .} lye non-irrigated Sandy plains range site C-5 /• ' c' j • 4 ' v 7 -Vona sandy.loam, 3 to 5 percent slopes This is a deep, well drained soil on gentle plains at elevations of 4600 to 5200 feet . It. formed in coil an deposits. • Included in this unit are some soils with loamy .substratums and some ' soils that are noncalcareous to depths of 60 inches. Typically the surface layer is a grayish brown sandy loam about 8 inches thick. The subsoil is a brown fine sandy loam aliout--1-5 inches thick. The substratum, to a depth of 60 inches, is a sandy loam or loamy sand. Permeability is moderately rapid. Available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is medium and erosion hazard is low. Where irrigated this soil is suited to the commonly grown crops in • the area. However, perennial grasses and alfalfa or close grown crops should be grown at least 50 percent of the time. Close grown crops and pasture can be irrigated with contour ditches and corrugations. Furrows, contour furrows and cross slope furrows will work on row crops. Sprinkler irrigation is also recommended. Minimum tillage and crop residue utilization will help control erosion. Fertility maintenance is important . Crops grown on these soils respond to fertilizer applications of phosphorus and nitrogen. • C-6 E; In nonlrrigatcd areal: thin soil is suited to winter wheat, barley and . ' ,J yeti/ of eo64,.L,,f�J sorghum. Most of the area is devoted to winter wheat which is a icr • nated with summer fallow to allow moisture accumulation. Normally, precipitation is too low to make beneficial use of fertilizers . Good cultural practices such as stubble mulch farming, strip cropping and minimum tillage are needed to combat wind and water erosion. Terracing may also be needed to control water erosion. The potential native vegetation on this site is dominated by sand bluestem, sand reedgrass and blue grama. Needle and thread, switch- grass, sideoats grama and western wheatgrass are also prominent. Po- tential production ranges from 2200 pounds per acre in favorable years to 1800 pounds per acre in unfavorable years . When range condition deteriorates, sand bluestem, sand reedgrass and switchgrass decrease and blue grama, sand dropseed and sand sage increase. Annual weeds and grasses 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 production. Seeding is advisable if range is in poor condition. Sand bluestem, sand reedgrass , switch- grass, sideoats grain, blue grama, pubescent wheatgrass and crested wheatgrass arc suitable for seeding. The grass selected should meet the seasonal requirements of livestock. For successful seeding, a clean, firm, sorghum stubble-prepared the growing season prior to seeding-- or a firm, prepared seedbed and grass drill should be used. Early spring seeding has proven most successful. C-7 0 .V CL 5/6-L sa:_: :. T . potent •al nativA vegetal n on LItis site•\ks doilti1iated 1\;:and �j \ blue tem, san reedgrns. and btu\rama. Needle:and thread, swicch- grass, -idcoats rama and 1. Jstern a leatgraSs are also pra icnent. 1'O�- t tial pr duction • ngcs froii\2200 p unds pet,- acre iit favorahle years\ to 1 on varahle\nrs. \hen range condit�on pounc per acr in unfae condit�on\ \ \\ deterio.ates, s; nd bluest , sand r' .edgrass and swi.k,chgrass\decrease\ a d blue ama, sa d dropsee and san sage n ease\•.\Annual\-{Beds and rasses vadc the site as `range co dition\b\coires poorer. \ \ \ \\ t nagemeit of vegetation n this soil sho`'ld he based on taking half `. \ `\ and leaving half of\he total annual\production. Seeding is advisable if ran e is ii poor condition\ Sand bluestcm\And reedgrass, switch g ss, si Boats ,rama, Wale gram:\pubescent wheat\ass andcrested\ - � when grass . re sui able fo seedin ' The grass \ selected should meet ‘::.i' the se. .onal r \quire'ents o livestc'c :. Yor Siccessful -ceding, a \ ean, fit , sorgium stubble-prepared tit - growing season p\or t seeding \--oi a firm, prepared see bed and grass :11\11. shout be usedh� Ear K\ iring seeding ias pr kien m Est su\\ful. Windbreaks and environmental plantings are generally suited to this soil. Soil blowing is the principal hazard to establishing trees and shrubs. This hazard can be overcome by cultivating only in the tree row and by leaving a strip of vegetation between the rows. Supple- mental irrigation mny be necessary at the time of planting and during dry periods. Trees that arc best suited and have good survival are Rocky Mtn. juniper, eastern redccdar, ponderosa pine, Siberian elm, 'gc,, Russian-olive and hackberry. Shrubs best suited are skunkbush sumac , lilac and Siberian peashrub . C-8 -r • S/� _ C Wildlife is an important secondary use, with these soils best suited for openland and rangeland wildlife. In cropland area:., habitat favorable for ring-necked pheasants, mourning doves, and many non- game species can be developed by establishing wildlife areas for nest- ing and escape cover. For pheasants, the inclusion of undisturbed nesting cover is vital and should be included in plans for habitat de- velopment; this is especially true in areas of intensive agriculture. Rangeland wildlife, exemplified by the pronghorn anteloper,ean, be assisted and encouraged by development of livestock watering facilities, proper livestock grazing management and range reseeding where needed. potential Vona good soil has for urban and recreational develop- went. Lawns, shrubs and trees will do well. Its only limiting feature ! 7% is the rapid permeability in the substratum and the hazard of con- tamination of the ground water from sewage lagoons. Capability subclass IIIe irrigated VI e nonirrigated ' Sandy plains range site f C-9 • ( �r3 - �O1- h SI -Otero sandy loam, 1 to 3 percent slopes This is a deep, well drained soil on gentle plains at elevations of 4700 to 5250 feet. It formed in mixed outwash and eolian deposits. Included in this unit are some soils with loam and clay loam finder lying material. Typically the surface layer is brownsandy loam about 12 inches thick. The underlying material, to a depth of 60 inches, is a pale brown cal- careous fine sandy loam. Permeability is rapid. Available water capacity is moderate . Effective rooting depth is 60 inches or more. Surface runoff is slow and erosion hazard is low. • This soil is used almost entirely for irrigation and is suited to all(Fc6uee) crops adapted to this area. . Some conservation practices such as land leveling, ditch lining and pipelines may he needed for proper water application. All methods of irrigation are suitable with furrow irrigation the most common type used. Barnyard manure and commercial fertilizers are needed for top yields along with maintaining good organic matter content . In nonirrigated areas this soil is suited to winter wheat, barley and Luitd, a rud%4t avti�-c wn4 d - of z8 ti°_ak4j sorghum. Most of the area is planted to winter when which is alter- nated with summer fallow to allow moisture accumulation. Normally, precipitation is too low to make beneficial use of fertilizer. E-10 / 5 3 -6 ` Good cultural practices such as stubble mulch farming, strip cropping and minimum tillage are needed to control wind and water erosion. Terracing may also be needed to control -water erosion. The potential native vegetation on this site is dominated by sand bluestem, sand reedgrass and blue grama. Needle and thread, switch- grass, sideoats grama and western wheatgrass are also prominent . Potential production ranges from 2200 pounds per acre in favorable years to 1S00 pounds per acre in unfavorable years . When range condition deteriorates, sand bluestem, sand reedgrass and switchgrass decrease and blue grama, sand dropseed and sand sage increase. Annual weeds and grasses invade the site as range condition becomes poorer . , A ' Management of vegetation on this soil should be based on taking half and leaving half of the total annual production . Seeding is advisable if range is in poor condition. Sand bluestem, sand reedgrass, switch- grass, sideoats grama, blue grama, pubescent wheatgrass and crested wheat- grass are suitable for seeding. The grass selected should meet the seasonal requirements of livestock. For successful seeding, a clean, firm, sorghum stubble-prepared the growing season prior to seeding-or a firm, prepared seedbed and grass drill should be used. Early spring seeding has proven most successful. Windbreaks and environmental plantings arc generally suited to this soil. - Soil blowing is the principal hazard to establishing trees and shrubs. This hazard can be overcome by cultivating only in the tree row and by err, leaving a strip of vegetation between the rows. Supplemental irrigation - - C-11 / 76 � .::. 5-3 --1J /- /,3 may be necessary at the time of planting and during dry periods . Trees ��✓J that arc best suited and have good survival are Rocky lit. juniper , eastern redcedar , ponderosa pine , Siberian elm, Russian olive and hackberry. Shrubs best suited are skunkbush sumac , lilac and Siberian peashrub. Wildlife is an important secondary use , with these soils best 'suited - for openland wildlife. Habitat favorable for ring-necked pheasants , mourning doves and many non-game species can be developed by establishing wildlife areas for nesting and escape cover. For pheasants;.the inclusion of undisturbed nesting cover is vital and should be included in plans for habitat development. This is especially true in areas of intensive agriculture. Rapid expansion of the Greeley and surrounding area has resulted in urbanization of much of this Otero soil. It has excellent potential for urban and recreational development. Its only limiting feature is the moderately rapid permeability in the substratum and the hazard of con- tamination of ground water from sewage lagoons . Lawns , shrubs and trees for beautification will do well. Capability subclass IlIe irrigated IVe nonirrigated Sandy plains range site • / 7i C-12 - C C , sLl F, ) 52 -Otero sandy loam, 3 to 5 percent slopes This is a deep, well drained soil on gentle plains at elevations of 470Q1 to 5250 feet . It formed in mixed outwash and eloian deposits. Included in this unit are some soils with loam and clay loam underlying - material. Also included in mapping were some areas with sandstone and- shale above 60 inches. Typically the surface layer is brown sandy loam about 10 inches thick. The underlying material, to a depth of 60 inches, is a pale brown calcareous fine sandy loam. Permeability is rapid . Available water capacity is moderate. Effective rooting depth is 60 inches or more. Surface runoff is medium and erosion hazard is low. This soil is used almost entirely for irrigation and is suited to the commonly grown crops in the area. However, perennial grasses and alfalfa or close growing crops should be grown at least 50 percent of the time. Close grown crops and pasture can be irrigated with contour ditches and corrugations. Furrows, contour furrows and cross slope furrows will work on row crops. Sprinkler irrigation is also recommended. Minimum tillage and crop residue utilization will help control erosion. Fertility maintenance is important . Crops grown on these soils respond to fertilizer applications of phosphorus and nitrogerq. C-13 / C. 5, - C 5 `i - C- The potential native Jgetation on this site is domii. -ed by sand bluestem, ' ._..rv, sand reedgrass and blue grama. Needle and thread, awitchgrass, sideoats grama and western wheatgrass arc also prominent. Potential production ranges from 2200 pounds per acre in favorable years to 1800 pounds per acre in unfavorable years. When range condition deteriorates, sand bluestem, sand reedgrass and switchgrass decrease and blue grama, sand dropseed and sand sage increase. , Annual weeds and grasses 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 production. Seeding is advisable. if range is- in poor condition. Sand bluestem, sand reedgrass, switchgrass, sideoats grama, blue grama, pubescent wheatgrass and crested wheatgrass are suitable for seeding. The -grass selected should meet the seasonal requirements of livestock. For successful seeding, a clean, firm, sorghum stubble-prepared the growing season prior to seeding-or a firm, prepared seedbed and grass drill should be used. rJ,FrV!-", - <.=€ s= F= = Early spring seeding has proven most successful. `cam<_ Windbreaks and environmental plantings are generally suited to this soil. Soil blowing is the principal hazard to establishing trees and shrubs. This hazard can be overcome by cultivating only in the tree row and by leaving a strip of vegetation between the rows. Supplemental irrigation may be necessary at the time of planting and during dry periods. Trees that are best suited and have good survival are Rocky Mtn. juniper, Eastern redcedar, Ponderosa pine, Siberian elm, Russian olive and Hackberry. Shrubs best suited are skunkbush sumac, lilac and Siberian pea shrub. Wildlife is an important secondary use, with these soils best suited for openland wildlife. Habitat favorable for ring-necked pheasants, mourning doves and many non-game species can be developed by establishing wildlife areas for nesting and escape cover. For pheasants, the inclusion of undisturbed nesting cover is vital and should be included in plans for habitat development. This is especially true in areas of intensive agriculture. C-14 S3 - C. Rapid expansion of the Greeley and surrounding area has resulted in urbanization. of much of this Otero soil. It has excellent potential for urban and recreational development . Its only limiting feature is the moderately rapid permeability in the substratum and the hazard of contamination of ground water from sewage lagoons . Lawns, shrubs and trees for beautification will do well. Capability subclass IIIe irrigated ' Vie nonirrigated Sandy plains range site !' I C-15 � ruY .53 -Otero sandy loam, 5 to 9 percent slues- \--;2 This is a deep, well drained soil on gentle plains at elevations of 4700 to 5250 feet. It formed in mixed outwash and eolian deposits. Included in this unit are some soils with sandstone and shale above 60 inches. Typically the surface layer is brown sandy loam about 10 inches thick . • The underlying material, to a depth of:50 inches, is a pale brown cal— careous fine sandy loam. Permeability is rapid. Available water capacity is moderate . Effective rooting depth is 60 inches or more. Surface runoff is medium to rapid :(K!0':5 and erosion hazard is low. , This soil is suited to limited cropping; intensive cropping is hazardous because of erosion. The cropping system should be limited to close grown ; crops such as alfalfa, wheat and barley. The soils also are adapted to irrigated pasture. A suitable cropping system would be alfalfa 3 to 4 years followed by corn and small grain for 2 years and alfalfa seeded with a nurse crop. Close grown crops may be irrigated from closely spaced contour ditches or sprinklers. Contour furrows or sprinklers should be used for new crops. Applications of nitrogen and phosphorous fertilizer will help maintain good production. C-16 V/ H. C3 -9 ,yip a `. . , �J The potential native vegetation on this site 1:; dominated by sand blue- stem, sand reedgrass and blue grama . Needle and thread, switchgrass, sideoats grama and western wheatgrass are also prominent. Potential production ranges from 2200 pounds per acre in favorable years to 1800 pounds per acre in unfavorable years. When range condition deteriorates , sand bluestem, sand reedgrass and switchgrass decrease and blue grama, sand dropseed and sand sage increase. Annual weeds and grasses 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 production. Seeding is advisable if range is in poor condition. Sand bluestem, sand reedgrass, switchgrass, e., sideoats grams, blue grama, pubescent wheatgrass and crested wheatgrass are suitable for seeding. The grass selected should meet the seasonal requirements of livestock. For successful seeding, a clean firm, sorghum • stubble-prepared the growing season prior to seeding--or a firm, prepared seedbed and grass drill should be used. Early spring seeding has proven most successful. Windbreaks and environmental plantings are generally suited to this soil. Soil blowing is the principal hazard to establishing trees and shrubs. This hazard can be overcome by cultivating only in the tree row and by leaving a strip of vegetation between the rows. Supplemental irrigation may be necessary at the time of planting and during dry periods . Trees that are best suited and have good survival are Rocky Mtn. juniper, eastern redcedar, ponderosa pine, Siberian elm, Russian olive and hackbcrry. Shrubs 4 i best suited are skunkbush sumac, lilac and Siberian pea shrub . C-17 . 53 -O �! `. Wildlife is an important secondary use, with these soils best suited -for openland wildlife. Habitat favorable for ring-necked pheasants, mounting doves and many non-game species can be developed by establishing wildlife areas for nesting and escape cover. For pheasants, the inclusion of undisturbed nesting cover is vital and should he included in plans for habitat development. This is especially true in areas of intensive - agriculture. Rapid expansion of the Greeley and surrounding area has resulted in urbani- zation of much of this Otero soil. It has excellent potential for urban and recreational development. Its primary limiting feature is the moder- ately rapid permeability in the substratum and the hazard of contamination ^^- of ground water from sewage lagoons. Slope will necessitate some added cost for site preparation. Lawns, shrubs and trees for beautification will do well. Capability subclass IVe irrigated Vie nonirrigated Sandy plains range site C-18 S,3 -37 —Nelson fine sandy loam, 0 to 3 percent slopes This is a moderately deep, well drained soil on gentle plains at II elevations of 4800 to 5050 feet. It formed in material weathered residually from soft sandstone. Included in this unit are some soils with sandstone at depths greater than 40 inches . Typically the surface layer is a pale brown fine sandy loam about 9 inches thick. The underlying material is light yellowish broom to pale yellow fine sandy loam or sandy loam about 21 inches thick. Depth' to soft sandstone ranges from 20 to 40 inches . a 4991%a`- Permeability is moderately rapid . Available water capacity is moderate. iltY Effective rooting depth is 20 to 40 inches . Surface runoff is slow to medium and erosion hazard is low. This soil is suited to mo st of the irrigated crops commonly grown in the area , although some restrictions will occur because the soil is only moderately deep . A suitable cropping system is corn , corn for silage , barley , alfalfa 3 to 4 years and wheat . These soils are also well suited to irrigated pasture . Row crops can be irrigated by furrows or sprinklers . 1?looding from contour ditches and sprinkling are suitable methods of irrigation for close grown crops and pasture. Small heads of water and short runs ;\, will help reduce erosion. Production will be maintained with frequent irrigations and appli-cation' of barnyard manure and eonunercial ferti- - lizers. Minimum tillage and crop residue utilization arc important . !J 7 wrS In nonirrigated areas this soil is suited to winter wheat, barley and �.� sorghum. Most of the area is planted Co winter wheat wheat which is alternated with sunner fallow to allow moisture accumulatlea. Normally, precipitation is too low to make beneficial use of fertilizers. Good cultural practices such as stubble mulch farming, strip cropping and minimum tillage are needed to control wind and water erosion. The potential native vegetation on this site is dominated by sand blue-- stem, sand reedgrass and blue grama. Needle and thread , switcllgrfass, sideoats grama and western wheatgrass are also prominent. Potential production ranges from 2200 pounds per acre in favorable years and to 1€00 pounds per acre in unfavorable years . When range condition deteriorates, sand bluestem, sand reedgrass and switchgrass decrease and blue grama, sand dropseed and sand sage increase. Annual weeds and grasses 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 production. Seeding is advisable if range is in poor condition. Sand bluestem, sand reedgrass , switch- grass , sidcoats, grama , blue grama , pubescent wheatgrass and crested wheat- grass are suitable for seeding. The grass selected should meet the seasonal requirements of livestock. For successful seeding , a clean , firm, sorghum stubble -- prepared the growing season prior to seeding -- or a firm, prepared seedbed and grass drill should be used . Early spring seeding has proven most successful . -Windbreak and environmental plantings arc generally not suited to this (,„) soil . On-site investigation is needed to determine if plantings are - feasible . C-20 /3 c5' E - Wildlife is an important secondary use , with these soils best suited for openland and rangeland wildlife . In cropland areas , habitat favorable for ring-necked pheasants , mourning doves , and many non-game species can be developed by establishing wildlife areas for nesting and escape cover. For pheasants , the inclusion of undisturbed nesting cover is vital and should be included in plans for habitat development: this ' is especially true in areas of intensive agricultui'e . Rangeland wild life , exemplified by the pronghorn antelope , can be assi.dted and -encou- raged by development of livestock watering facilities , proper livestock grazing management , and range reseeding where needed . The 'underlying sandstone is the most limiting feature of this Nelson oJ, soil. Neither septic tank absorption fields or sewage lagoons will operate properly. Site preparation for dwellings is more costly. Environmental and beautification plantings of trees and shrubs may be difficult to establish. This soil does , however , have good potential for recreational development , such as camp and picnic areas , and play- grounds . • Capability subclass Ills irrigated IVe nonirrigatcd Sandy plains range site • • ( -0- C-21 '/3 7 (! - cv • ±. 3B -Nelson fine sandy loamz 3 t_o 9 percent slopes This is a moderately deep, well drained soil on gentle plains at elevations of 4800 to 5050 feet. It formed in material weathered residually from soft sandstone. Included in this unit are some soils with sandstone at depths greater . than 40 inches. Typically the surface layer is a pale brown fine sandy loam about 8 inches thick. The underlying material is light yellowish brown to pale yellow fine sandy loam or sandy loam ab oit 20 inches thick. Depth to soft sandstone ranges from 20 to 40 inches . A4```s i5^ • Permeability is moderately rapid . Available water capacity is moderate. Effective rooting depth is 20 to 40 inches . Surface runoff is medium to rapid and erosion hazard is moderate. This soil is suited to limited cropping; intensive cropping is hazardous because of erosion. The cropping system should be limited to close grown crops such as alfalfa , wheat and barley. The soils also are adapted to irrigated pasture. A suitable cropping system would be alfalfa 3 to 4 years followed by corn and small grain for 2 years and alfalfa seeded with a nurse crop. Close grown crops may be irrigated from closely spaced contour ditches or sprinklers . Contour furrows or sprinklers should be used for new crops. APplications of nitrogen and phosphorous fertilizer will help maintain good production. C-22 /4/d Li The potential native, vegetation on this site is dominated by sand V. Li iii:E:i-i le / bluestem, sand reedgrass and blue grama. Needle and thread, switchgrass, potential sideoats grama and western wheatgrass arc also prominent . production ranges from 2200 pounds per acre in favorable years to 1800 pounds per acre in unfavorable years . When range condition deteriorates, lii ! sand bluestem, sand reedgrass and switchgrass decrease and blue: grama, sand dropseed and sand sage increase . Annual weeds and grasses 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 production. Seeding is advisable if range is in poor condition. Sand bluestem, sand reedgrass , switch- blue grama , pubescent wheatgrass and crested grass , sideoats grama, wheat grass are suitable for seeding. The grass selected should meet FFi'i? A Cy' the seasonal requirements of livestock. For successful seeding, a clean, firm, sorghum stubble -- prepared the growing season prior to seeding -- or a firm, prepared seedbed and grass drill should be used . Early spring seeding has proven most successful . Windbreaks and environmental plantings are generally not suited to this soil. On-site investigation is needed to determine if plantings are feasible. Wildlife is an important secondary use , with these soils best suited for openland and rangeland wildlife. In cropland areas , habitat favorable for ring-necked pheasants , mourning doves , and many non-game species can be developed by establishing wildlife areas for nesting / 11 and escape cover. For pheasants , the inclusion of undisturbed nesting C-23 r! -3 /7 rJ cover is vital and should be included in plans for habitat development : this is especially true in areas of intensive agriculture. Rangeland , wildlife , exemplified by the pronghorn antelope , can be assisted and encouraged by development of livestock watering facilities , proper livestock grazing management , and range reseeding where needed . The underlying sandstone is the most limiting feature of this Nelson soil. Neither septic tank absorption fields or sewage lagoons will operate properly. Site preparation for dwellings is more costly. Environmental and beautification plantings of trees and shrubs may be difficult to establish. This soil does however , have good potential for recreational development , such as camp and picnic areas , and playgrounds. Capability subclass IVe irrigated • VIe nonirrigated Sandy plains range site C 24 / y ? KENNETH F. LIND ATTORNEY AT LAW THE LAW BUILDING 1011 ELEVENTH AVENUE P.O.BOX 326 GREELEY, COLORADO 80631 TELEPHONE 13031 3 53.232 3 February 12 , 1980 Weld County Department of Planning Services 915 10th Street Greeley , Colorado 80631 Re : Hewlett-Packard Corporation Rezoning Application Gentlemen : Please be advised that this office represents the families of Elmer Rothe , Harry Rothe and Emanuel Rothe , d/ b/a West Greeley Farms, of Greeley , Colorado . It is my understanding that the rezoning procedures require that an applicant have proof of an interest in the land pursuant to the rezoning request , and you have requested a deed or some type of legal instrument. At this time , this letter is to acknowledge that Hewlett-Packard Corporation has an interest in property owned by the Rothe family , and located in the Southeast Quarter ( SEo), Section Five ( 5) , Township Five ( 5) North , Range Sixty-six ( 66 ) West of the 6th P .M. ; the North Half ( NZ) of Section Four ( 4) , Township Five ( 5) North , Range Sixty-six ( 66 ) West of the 6th P .M. ; and the Southwest Quarter (SW4) of Section Four ( 4) , Township Five ( 5) North , Range Sixty-six ( 66) West of the 6th P.M. , all in Weld County , Colorado. Hewlett-Packard ' s interest in the property is pursuant to an Option Contract dated July 23 , 1979. Specifically , the Rothe family is aware of the rezoning application by Hewlett-Packard Corporation , and hereby expressly consents to the rezoning request of Hewlett-Packard Corporation . If this letter is not adequate for your continued review of the rezoning application , we would be able to provide for your inspection , at this office , copies of the option agreement. However , it is the request of Hewlett-Packard Corporation and the EXHIBIT 4 Weld County Department of Planning Services February 12 , 1980 Page 2 Rothe family that the actual Option Contract not be made a part of your record , due to substantial business considerations . If I can be of further assistance to you in this rezoning application procedure , please feel free to contact e. Ve tr y yo K neth . Lind KFL : sb pc : Rothe Brothers Branh Empire ..aboratories. Inc. 1242 Braamwo Offices oo Place Longmont, Colorado 80501 I MATERIALS AND FOUNDATION ENGINEERS P.O. Box 1135 214 No. Howes Fort Collins,Colorado 80522 (3031 776-3921 P.O. Box 429 .43031 484-0359 3151 Nation Way February 7, 1980 Cheyenne,Wyoming 82001 P.O. Box 10076 (307) 632-9224 Weld County Planning Commission Centennial Center 915 - 10th Greeley, Colorado 80631 Attention: Mr. Tom Hahn Re: Hewlett Packard Rezoning Application Greeley, Colorado Gentlemen: Empire Laboratories, Inc. has conducted a preliminary geotechnical investigation for the above-referenced site. (ELI Project No. 3877-79) The site investigation included a geologic survey, mineral evaluation, and soils study related to proposed construction at the site. The investigation prepared by our firm indicates no potential geologic hazards exist at the site. The only mineral encountered at the site of economic importance is gravel . A small gravel source was encountered generally in the northeast corner of the site and the ratio of over- burden to extracted aggregate is one not generally considered to be of economic importance. Soils encountered at the site exhibit low swelling potential , moderate bearing characteristics, and are suitable for con- struction purposes. Based upon the study prepared by our firm, it is our opinion that the site is suitable for proposed construction. Very truly yours, EMPIRE LABORATORIES, INC. 4aW ,e4 Chester C. Smith, P.E. President cic eolAr of� EXHIBIT 2 W ? MEMBER OF CONSULTING ENGINEERS COUNCIL ) M ` 'p t � r� S.ab1 �"� �tr 111 �St - y,r �,_ •-- '141 jt PT _ An, • liter �-. •_ Si \ \i.is ,ri .4C. • a21 it► 7 GREELLY CIVIC CENTER GREE'...Y co_onco eta PHONE ?.S3 el:? February 13, 1980 Mr. Tom. Hann Zoning Administrator Weld County 915 10th Street Greeley, CO 80631 Dear Tom: This letter is to inform you that I have reviewed the proposed development for Hewlett-Packard. I find that the use that they are proposing conforms with the industrial update of the Greeley Comprehensive Plan. It will be our recommendation to the City Planning Commission when this zoning request is reviewed from this office that the City Planning Commission recommend approval . If you have any questions, please feel free to contact me. Sinter ly yours, 4.2 Sam Sasaki Director, Community Development kc EXHIBIT 5 "A COMMUNITY OF PROGRESS" C�$/ 4�C0\VOQVD No. 22 Date February 15, 1980 File To: Sam Sasaki , Director of Planning From: Darryl D. Alleman, Director of Water and Sewer Department Subject: WATER AND SEWER SERVICE TO HEWLETT PACKARD This is to confirm that water and sewer service will be provided to the proposed Hewlett Packard Complex located near the intersection of 71st Avenue and Highway 34. However, the financial details of providing these services have not yet been determined. If you need further information, please contact me. a DDA/mt EXHIBIT 6 REIRRAI o A-'PLIL ANT a- moanyi Hewlett Packard Co - CASE # 2-333 : 80 : 4 REFERRALS SENT OUT ON: March 5 , 1980 o U REFERRALS TO BE RECEIVED BY: March 28 , 1980 H U U O o U o G. c cn REFERRALS RECEIVED X MAR 7 1980 County Attorney (Plat Only) X MAR 211980 County Health 1( MAR 2 1980 County Engineer APR 1 1980 City of Greeley Planning Comm. c/o Kenneth B. McWilliams Civic Center Greeley, Co. 80631 MAR 1S1980 Greeley District Soil Conservation X . .,. 4302 W 9th St. Rd- ` Greeley, Co. 80631 MAR 251980 Colorado Water Conservation Board 1313 Sherman St. X Denver, Co 80203 MAR 27 1980 Western Hills Fire Protection Dist. �( Chief James B. Edwards e 1804 Cherry Avenue Greeley, Co. 80631 Jerry Kiefer 2120 Fairway Lane Greeley, CO 80631 MAR 27 1980 State Highway Dept. X 1402 2nd Street Greeley, CO 80631 MAR 13 1980 CGS 1313 Sherman St. Rm 703 X Denver, CO 80203 MAR 26 1980 Boomerang Lateral c/o Ronald Brinkman 808 23rd Avenue X `` Greeley, CO 80631 FIELD CHECK FILING NUMBER: Z-33:80:4 DATE OF INSPECTION: April 1, 1980 NAME : Hewlatt-Packard__Company REQUEST: C0Z "A" to "S" LEGAL DESCRIPTION : SE' Section 5, SW'z, NW„ and PT. Ne Sec. 4 T4N, R66W. LAND USE : N Rural residential E Agricultural S Agricultural/Residential }q Agricultural ZONING : N Agricultural LOCATION: E Agricultural S Agricultural/Estate �q Agricultural COMMENTS : Property was in irrigated agricultural production last year (corn) . 71st Ave. and 4th St. transverses the property. Both are gravel surfaced. Small electrical transmission line runs along the South side of 4th St. Appears to be 3 houses located in the Southeast corner of the property. There /is also a house and outbuildings located West of 71st Ave. on the property. Property drains to the East into Sheep's Draw; and to the North in the Northwestern part of the property. rr BY: Vl(Y _ .( f , � ((��jC.k- f� vY A t ; ��$4 ,+f .. -,r 41L�I�Er1' '�..`_ •: J' .YS;. . .J.i��+� ��"i� ..'L'L4i^!.#'xr a .'. ��'"��_C'ww'L\�b}.]�.i GREELEY CIVIC CENTER GREELEY COLORADO60631 PHONE 303, 353-6123 March 31 , 1980 ] AYR -0 ,\, c RECCNED Vickie Traxler #,at lA !! Assistant :inning Administrator Fl tineC�- "�`st°a Weld County Department of Planning Services �� 915 Tenth Street � , �� n��i Greeley, CO 80631 Dear Ms . Traxler : The following letter is submitted in reference to the application for rezoning from agricultural to scientific submitted by the Hewlett-Packard Company. The City of Greeley Planning Commission reviewed this rezoning request at their meeting on March 25 , 1980 . The Commission recommended approval of the rezoning request on the basis that it is consistent with the goals and policies of the Greeley Comprehensive Plan and the Industrial Element Update of the Comprehensive Plan . More specifically , the Commission found that the rezoning request is consistent with the goals of strengthen- ing the economic base of the community, encouraging orderly growth of industrial development, coordinating development of industrial areas with area-wide land use development , and encouraging industrial development which should enhance the quality of life in Greeley. It should be noted that the property in question has been included in the projected growth area for the 1980- 85 Capital Improvements Program. This program provides a coordinated means for providing utilities and other City services for anticipated growth areas . Thank you for the opportunity to review this development proposal . If you have any questions with regards to this matter , please do not hesitate to contact our office . Respectfully, 4. � — Ken McWilliams Planner KM: ka "A COMMUNITY OF PROGRESS" oC COo f:v C.sr'�7COLORADO STATE DEPARTMENT OF HIGHWAYS � � .4 i ,, * DIVISION OF HIGHWAYS Weld County 876 Y SH 34 March 27, 1980 Hewlett-Packard Zone Change N. of 34 at 71st Ave. Ms . Vickie Traxler Department of Planning Services DOH FILE 45100 Weld County 915 Tenth Street Greeley, Colorado 8O631 Dear Ms. Traxler: We have reviewed the application by Hewlett-Packard Company for a change of zone from "A" Agricultural to "S" Scientific. Prior to our review of this application, we have had several discussions with Hewlett-Packard concerning the impacts of their project on U.S. Highway 34. These discussions have addressed two primary areas of concern: traffic impacts and right-of-way needs . We have received a February 19, 1980 letter (copy enclosed) from Ann E. Bamesberger of Hewlett-Packard which discusses the traffic impacts of this project on U.S. 34. The right of way required for future widening of this highway to accommodate projected traffic increases is also mentioned. The above-referenced letter is not definitive as to the exact improvements on U.S. 34 to be provided by Hewlett-Packard. As with any other developer, highway improvements will be required as warranted by the traffic impacts of this project. In general , these improvements would include acceleration/deceleration lanes and median left-turn lanes. Projected traffic volumes on U.S. 34 indicate the need for a total of 150 feet of right of way, 75 feet each side of the centerline. We ask that any additional right of way to meet this need be protected by reservation or dedication, preferably the latter. Thank you for the opportunity to review this zone change request. Very truly yours, o�h't67 it,? DWIGHT M. BOWER ct DISTRICT ENGINEER �'' �CO8 ,� c‘iI;1 B D �E,vE IC % a1" CoOMY yr C �.__—i) Cif ,� ,�_.r (�. %,nno �, Albert Chotvacs ��j Om/ Assistant District Engineer AC:da Si_`v(J1-, --- Enclosure cc: D. M. Bower D. N. Fraser (2) File: Crier-Jacobson via Rames-Finch-Graham w/encl . P.O. BOX 850 GREELEY, CO 80632 (303) 353-1232 .1, 1�1f�L i' To Vickie TraxlPr Date March 4, 1980 • COLORADO From Hewlett Packard Change of Zone Subject: Drew Scheltinca, Engineering Manager Sventy-First Avenue and 4th Strcct will require improvements to provide adequate service to Hewlett Packard's proposed develolaitnt. The Engineering fl p rbrent requests that the applicant supply anticipated traffic information and what road improvements they have in mind. It has been the Commissioners policy in similar cases where exLensive impacts in roads would be created that the applicant he responsible for the improvei_nts. I foci it is important to indentify exactly what improvements are to be made, who will be responsible, and that a tine table he established. Drew Scheltinga Engineering Manager - DS:sad RECEIVED e.r ,r f n 1 ._ a -- - - -ado £ 3637 -. s/c „ s om 'sr Aug C__ F •�O '� - on e ,. .. - .. ' C c.c fut ure 5,eavece dcn: 3,a/ap-trr __or) liSi_ c. r..- c _-. e: ' onto ilst .. nue and 4th Street, a cu;h hey are 11or , ad _ .6nt to our initial needs. tour c s regarding the future 'mpact on G.S. 34 traffic and That F u'- ___- .-ackard will work with your Department and Weld County and the City of Greeley to coordinate phased transportation lain o rent plan to ..gent road _ . i; rants as they ,nay he yarranted. It is our in ent tc cladcate the r _sonalde -ants for riyht-cf-way and Lc, Nart c 'pate in a D,- , :.d construction pro- - equitable to all Lene_ficiaries. We look forward to our move to Greeley and to continued coordination with your Department to establish a successful development. Vero truly ours, .. : ?%LETT-FAC17 D =FANS 'nn E. Eanesberoer Corporate Sand & Dcvelopmcrt cc: Ga-y Fortner - Weld County Peter F;orell - City of Greeley e_ac1. BENJAMIN F.STAPLETON J.WILLIAM McDONALD Chairman,Denver oC cu o Director R� ' FREDERICK V.KROEGER " �:+�r LAREN D. MORRILL Vice-Chairman, Durango -='s' )� cn �_ Deputy Director JOHN R. FETCHER °♦\�7 _ - - Steamboat Springs C.M. FURNEAUX RICHARD D. LAMM L"'R Leo Walden Governor Inc\ RECE _ FLOYD L.GETZ DEPARTMENT OF NATURAL RESOURCES w Monte Vista COLORADO WATER CONSERVATION BOARD'\ F'`'`'`'' e " '.. s r" :J PATRICK A. GORMLEY mil- tSr.,A V'. Grand Junction 823 STATE CENTENNIAL BUILDING 'if'� ROBERT A.JACKSON 1313 SHERMAN STREET /'„i 1- TELEPHONE Pueblo - (303) &393441 DENVER, COLORADO 80203 DAVID LEINSDORF Crested Butte March 24, 1980 HERBERT H. VANDEMOER Sterling Ms. Vickie Traxler Assistant Zoning Administrator Weld County Department of Planning Services 915-10th Street Greeley, CO 80631 Re : Flood Hazard Evaluation for the Hewlett Packard Rezoning Application West of Greeley Dear Ms. Traxler : We offer the following findings and comments for your consideration on this application: Project Location: County - Weld Community - West of Greeley, Colorado, approximately 3 miles on State Highway 16 USGS Quad Map - Bracewell, Colorado Section, Township, Range - Parts of Sections 4 and 5, T5N, R66W, 6th PM Area - 572.5 Acres Potential Sources of Flooding: Sheep Draw Local Drainage Technical Informatin Available for Review: 1. "Flood- Insurance Study, Weld County, Colorado, Unincorporated Areas and Town of Eaton, Colorado, " prepared for FEMA-Federal Insurance Administration by Gingery Associates, Inc. , in September 1979. This study was designated by the Colorado Mater Conservation Board on March 17, 1980, and thus is available to local governments for regulatory purposes. a 41 Ms. Vickie Traxler March 24, 1980 Page two 2. "Map of Floodprone Areas, Bracewell, Colorado, " prepared by the USGS for FIA in 1974. 3 . "Flood Plain Information - Sheep Draw - Weld County, Colorado. " This study is presently in progress by the U. S. Army Corps of Engineers, Omaha District. Findings: 1. Based on USGS topography maps, the property is not in the 100-year floodplain for the cache la Poudre River . 2 . The east boundary of the property parallels Sheep Draw. Portions of property that are within the designated 100-year floodplain for Sheep Draw appear to be correctly located on the "rezoning information map" dated December 1979 . However, these same areas are also floodways as determined by FIA and should be so stated as well. 3. The soils report recommends staying out of the floodplain because of stability problems. 4. The city of Greeley' s proposed sanitary sewer trunk line is located almost entirely in the Sheep Draw 100-year floodplain. Six stream crossings are proposed for the sewer line in this one-mile reach. 5 . There are three major utility crossing points along the floodplain adjacent to the east property boundary. 6. A drainage plan for the property would be very beneficial. 7. Information from the Flood Insurance Study is enclosed for your use. Recommendations: A. The application and any subsequent plans should show the 100-year floodplain and any identified floodway. Any questions concerning the floodplain or floodway location should be resolved by field surveys from the information contained in the designated study. B. Property identified as floodplain in this application is also a part of the floodway. No reclaiming of land or development should be allowed in any floodway. The floodplain zone designation should remain unchanged. Ms. Vickie Traxler March 24, 1980 Page three C. Any utilities to be located in the floodplain should be removed or adequately floodproofed to prevent creating any "hazards to public health. " D. A good site drainage plan should be included in all future planning and development. E. Please note the observations and recommendations on pages 6 and 7 of the geotechnical investigation provided by Empire Laboratories, Inc. , concerning floodplains. These pages are enclosed. Should you have any questions concerning this evaluation, we will be happy to respond. Very truly yours, / D. Randolph Seaholm Water Resource Specialist DRS :tam Enclosures a i i )a as 0 0 0 0 0 0 0 C.) o 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 o 0 O 0 ' >-+ Vl O O O N O 4n CO L'1 cO C O 00 0 0 0 ,r, Occ C O 0 0 4r) lf) ri H .4 H N ^ Hi ti t`7 HilC to N N .-1 in V? 1. 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In v 0 )a —( ° v w w U ) - ) 4 Q N ) 3 w .7 H CI TABLE 2 '''-, 1-\ ').:1 ( / 1 , ' —---/ i ) \ //I\\ , ,y 1, 2 Yr ) / (--- \,/ ' / \`-- - 1 H <-';-, — — — —r t I f.--\\.) \ \ ) 1 70 :i \. i . \ \ .:, 1 . ,4%-.;./t , ti \ ‘‘ �'�/� / ....,,, N ,i . .. \___ ------, ,, �� I t ' -7- vh` lo� ,, 1 \ \ , /1/2. ) �V r : fi J �lc� �Cr, f------ J----1 I — I'trcil.- --:' I \Jr; . : , A 7/a>/ ( Y i ( \ / ..(7\jr. ,j..- •._,.., - 4 ST a O \„. : i i (tRY ' ) :5\ \\\ i / / ) L\ '....N1 \ \ -..-.„ ( . ; if<,// /IS° / / \ \ 2. ) ir -, \ (( (, -; ,,,:/.2 ( I/ ,/ (--- r , , �G� \`� I ( ;�(� o .. ; , c I -ate =1_ ' " j- -- - . ago) , intense tectonic activity occurred, causing the uplifting of the Front Rance and the associated dnwnwarpina of the Denver Basin to the east. Relatively flat uplands and broad valleys characterize the present-day topography of the Colorado Piedmont in this recion. The site is underlain by the Cretaceous Laramie and Fox Hills Formations. Residual , alluvial , and eolian soils of Pleistocene and Recent Pee overlie the bedrock in this area. Eedrock outcrops were not encountered at the site; however, bedrock was encountered in the re.jority of the test borings at depths three (3) to forty (40) feet below the surface. The upper renbers of the Laramie Formation have been eroded from the site, and the lower approximate two hundred (200) feet underlie the majority of the project area. The Laramie Formation consists of interbedded siltstones and sandstones and carbonaceous shales. Thih coal beds are known to exist within the Laramie Formation. The Fox Hills sandstone underlies the extreme north- east corner of the property. Bedrock encountered in the project area consists mainly of interbedded siltstones, claystones, and sandstones. The slope of the bedrock in the area is generally to the east and north- east with a bedrock high located in the southwest corner of the site in the area of Parcel 3. Slope of the bedrock is generally in an easterly direction. The regional dip of the bedrock in this area is generally slight and to the east. From a structural standpoint, the site is relatively stable and should be subject only to minor seismic activity. The topography of the site is generally gently rolling and slopes, in general , to the north and east. Slopes in the area are typically less than four percent (4%). A few steep slopes are located along the banks above Sheep Draw in the eastern portion of the property. In view of the relatively gentle slopes, geologic hazards due to mass movement caused by gravity, such as landslides, mud flows, etc. , are not expected at the site. However, minor slope failure nay be expected along the steep, near-vertical cut banks along Sheep Draw in the eastern portion of the site. Construction should not be allowed within fifty (50) feet of the top of these steep banks. The only areas that appear to he subject to heavy erosion are the steeper hanks noted along the edge of lb -6- Sheep Draw. With Proper site grading around all structures and for all parking areas and/or drives and roadways, erosional problems are not anticipated over the majority of the site. It is recomm:nr.ed t,•at all areas other than building and paved areas stripped of vegetation during construction be reseeded to help minimize erosion. The majority of the property lies within the drainage basin of Sheep Draw, which is a tributary of the Cache La Poudre River. The northwest corner of Parcel 1 drains directly into the drainage basin of the Cache La Poudre River. The site does not lie within the fled plain of the Cache La Poudre River and should not be subjected to flooding from this major stream. However, areas adjacent to Sheep Draw ray be subject to flooding during periods of heavy precipitation and/cr runoff, and it is reconded that any construction in and/or adjacent to this area be placed above the one hundred (100) year flood plain of Sheep Draw. The flood plain of Sheep Draw should be determined by an ex- perienced professional hydrologist and/or engineer. A small wet or marshy area is located along the north edge of Parcel 3 in the center of the parcel . This area is a small depression currently yeoetated with tall grasses, cattails , and other marsh grasses. Any construction desired in this area will require complete draining and proper filling of the wet area. Varying amounts of sand and gravel were encountered in the test borings at the site. Terrace gravels located above the Cache La Poudre River basin were noted along the north edge of Parcel 1 . Minor amounts of alluvial gravel probably related to the Sheep Draw drainage were located on the eastern edge of Parcel 2 and the southeast portion of Parcel 1 . In general , the granular soils encountered in these areas consist of fine-grained sands with minor amounts of fine oravel . Coarse gravel containing cobbles estimated to be eight (P) to twelve (12) inches in diameter were encountered within the terrace deposits in the northern portion of Parcel 1 . However, these materials also contain large amounts of silt and/or clay. Gravel in the terrace deposits is generally of poorer quality than the finer sands and gravels and contains some caliche. In general , it is felt that these granular materials are 7- United States Soil V: Department of Conservation Agriculture Service 4302 W. 9th St. Road, Greeley , CO. 80631 March 13, 1980 Milton Baumgartner, Presi ent West Greeley Soil Cons. I ct P. 0. Box 86 Greeley, Colorado 80632 I have reviewed the Hewlett Packard Company proposed change of zone, from Agriculture to Scientific, for the SE4 of Section 5, the SWY NW% and a portion of the NE4 of Section 4, Twp. 5N, Range 66W, Weld County, Colorado. All the land being considered in the rezoning request is presently in agriculture use. There is approximately 475 acres, or 83 percent, of the total 572 acres that is considered to be prime farmland if irrigated. Presently, all these acres are being irrigated with a center pivot sprinkler or by gravity surface methods. The soils report submitted as part of the rezoning request is very complete and addresses any concerns that may arise. Recommendations made in the soil report for site grading and foundation design should be adhered to. Any future site plans should provide special consideration for surface storm runoff and collection facilities so as not to aggrevate present erosion areas along Sheep Draw. The only other concerns for rezoning would be the present county policy for preservation of prime farmlands. ccre ,, _ Ro ald D. Miller District Conservationist Greeley Field Office xc: Weld County Planning Commission {�/ . RDM:jb ic RECEI'd r ; \c- °t ....,,,'.:;et ' 0 , . Health Department OF HEALTH Weld,-// ��County l Yealth Department David Perking, DOS, Greeley William slick, Roggen 1516 HOSPITAL ROAD Charles W. Juels, MD, MPH Fran Christensen, Eaton Director GREELEY, COLORADO 80631 A.M. Dominguez, Jr., JD, Greeley Annette M. Lopez, Greeley (303)353-054o Herschel Phelps, Jr. MD, Greeley Kathleen Shaughnessy, PPM, Ault March 19, 1980 Arthur G. Watson, Platteville John M. Wheeler, Greeley TO: Vickie Traxler FROM: John G. Hall 4SUBJECT: COZ - Mewl t Packard 1. Applicant will be required to file for a fugitive dust emission permit. 2. This office will require detailed plans and specifications of the food service operation. These plans will be required prior to the serving of food to employees/public. 3. An additional emission permit will be required for any air contaminant released to the atmosphere. 4444: March 25, 1980 �60 MAR 1,630 RECEIVED ;v, r Wild County Col P`nr:rg C:rnaission 4, Weld County \c.6,,,N,1/4. Assistant Zoning Administrator a CI/I 01,b� ;. Q Department of Planning Services 915 10th Street Greeley, CO 80631 Subject: Hewlett Packard Company "A" Agricultural to Scientific Zone District Gentlemen: We are neighbors to the land that Hewlett Packard is requesting to be rezoned. Several days ago we read a census report that only 5% of the population in America are farmers. This involves a small percentage; we do hate to see irrigated farm land of this size lost to commercial development. The Hewlett Packard plant in Fort Collins was developed on 160 acres, the Greeley site is approximately 580 acres. The growth rate of Greeley is not as great as Fort Collins; therefore, is it necessary to rezone the entire land? Instead, rezone approximately 160 acres and leave the remaining as agriculture. The access to the land, should it be developed, is of concern. We have read in the Greeley Tribune that closing of Fourth Street was suggested; since then we have observed that the street is used by many people besides ourselves to enter/ leave Greeley. Also, we note the electrical utility company using Fourth Street frequently for travel to the electrical substation located west of 71st Street. If Fourth Street were to close, a possibility of opening "C" Street has been mentioned. An existing farm house sets in the center of where "C" Street would go through. We do not want to have "C" Street a "through street". The acreage south of "C" Street and east of 71st Street was referred to by Hewlett Packard as "land not sure of its future," per meeting on March 11, 1980 at the Holiday Inn. A concern of ourselves and our neighbors is that the land would be sold or rezoned to multiple or single family residence for a developer to construct track housing. We have moved into the area because of the limited vehicular traffic and con- struction development. We do not wish to object to Greeley growth--only that the zoning officials consider not rezoning the entire 580 acres, not closing Fourth Street, and not opening "C" Street. Thank you for considering us in the request of zoning. ///jRespectfully, ReessppJ�e cctt//'f�"ull ,, %nly }/'•)J�j Ronald J. McNutt J-B Acres 501 N. 67th Avenue Greeley, CO 80631 t 1. DEP.AR T ,SENT OF PLAN'f:!NG SEF '.'ICE. ,i Z:� PHONE 130313564000 EXT.4D ��`''�� J 91510TH STREE vru1i '-3 ^y;/� _`� `'�r� / GREEELEEY,,COLORA pO 8063 l7 y .® t�`1.,, ,±}-,f -::SiS/Lt-f �Z.�i-- I LL�-✓/lam (�k:/-J-t-i.l��j _A .�, ,�z COLORADO� a- `et'-_ ti - .z- ti �u4-61>l-LCI 67 /�/� � March 11 98 .-e `�� 1 0 P...,,I g 1/v�, To Whom It May Concern : You are receiving a copy of this notification because your name appears as a surrounding property owner owning property within 500 feet of the proposed use. The Weld County Planning Commission will review a request from Hewlett-Packard Company for a change of zone from "A" Agricultural Zone District to "S" Scientific Zone District on property described as follows : SE4, Sec. 5 , SW4 NW4 and Pt. NE4 , Section 4 , TSN, R66W The location of the parcel of land for which this application has been submitted is : 1 mile west of the City of Greeley on U. S. . 34 Business If you have any suggestions or objections, will you kindly notify us in writing before March 28, 1980 The meeting by the Weld County Planning Commission is scheduled for April 15 , 1980 This meeting will take place in the County Commissioners Hearing Room, first floor, Weld County Centennial Center, 915 10th Street , Greeley, Colorado, at 1 : 30 p.m. If you have any questions concerning this matter, please contact the Department of Planning Services at 356-4000, Ext . 404. (101 ( -fader Assistant Zoning Administrator ni- oi7o Hewlett-Packard, Inc. Z-333 : 80 : 4 SURROUNDING PROPERTY OWNERS March 11 , 1980 William and Robert Igo, et al Richard Kobel c/o Opdyke Agency P.O. Box 988 \*..; Greeley, Colorado 80631 _Suite 203 Greeley, Colorado 80631 Charles and Velma Walton 1100 77th Avenue Lydia Wiedeman Greeley, Colorado 80631 7575 West 4th Street Greeley, Colorado 80631 Albert and Betty Martin c/o Northern Colorado Savings Donald, Esther andJanice Moody P.O. Box N Route 3, Box 152 Greeley, Colorado 80631 Greeley, Colorado 80631 Paul and Virginia Tandus Public Service Co. of Colorado 1108 76th Avenue Box 840 Greeley, Colorado 80631 Denver, Colorado 80201 Robert and Christi Kobel William A. , Harry White and 1102 76th Avenue Doris Barber Greeley, Colorado 80631 P.O. Box 122 LaSalle, Colorado 80645 Dave and Katherine Knaus , Jr. Route 2, Box 166 Reinholt and Freeda Wuest Greeley, Colorado 80631 Route 3 , Box 156 Greeley, Colorado 80631 Terry and Marjorie Rutterford 1917 23rd Avenue Hershel Hoover Greeley, Colorado 80631 1010 77th Avenue Greeley, Colorado 80631 Steve and Barbara Deubach 7315 11th Street Joe and Linda Soto Greeley, Colorado 80631 7615 11th Street Greeley, Colorado 80631 Ronald and Cecilia Huff 7403 11th Street Michael and Judith Seery Greeley, Colorado 80631 7521 West 11th Street Greeley, Colorado 80631 James and Virginia Jackson 7413 11th Street James and Nenita Herman Greeley, Colorado 80631 7515 West 11th Street Greeley, Colorado 80631 Oliver and Nancy Bryner, Jr. 1105 75th Avenue Keith and Vivian Montey Greeley, Colorado 80631 c/o United Bank of Greeley P. O. Box 1057 Richard and Dorothy Cump„sten Greeley, Colorado 80631 2414 24th Street Road �Z Greeley, Colorado 80631 Ronald Engel Lois McClosky 1107 74th Avenue 6602 10th Street Greeley, Colorado 80631 Greeley, Colorado 80631 Willliam and Karen Freeling R. N. and G Company L\ 1117 74th Avenue 6380 West 10th Street C,\\\\VC.-;S 5 Greeley, Colorado 80631 Greeley, Colorado 80631 Stanley Hill and Janis Mitchell Sherryl Johnson 6450 10th Street 1114 75th Avenue Greeley, Colorado 80631 Greeley, Colorado 80631 Windon and Betsy Davis Merle and Charlene Zimmermann 2730 Buena Vista c/o Northern Colorado Savings Greeley, Colorado 80631 P.O. Box N Greeley, Colorado 80631 Harold and Shirley Russell 6312 West C Street Ralph Hicks Greeley, Colorado 80631 1516 33rd Avenue Greeley, Colorado 80631 Jerry and Lois Bigbee 412 North 71st Avenue Dennis and Anna Giese Greeley, Colorado 80631 1111 73rd Avenue Greeley, Colorado 80631 Donald and Pamalee Agens 410 North 66th Avenue Donald and Debra Downs Greeley, Colorado 80631 1118 74th Avenue Greeley, Colorado 80631 Leon , Craig, Russell Overbeck 1104 24th Avenue Richard and Marilyn Cathelyn Greeley, Colorado 80631 1102 74th Avenue Greeley, Colorado 80631 Craig Overbeck 401 North 66th Avenue Ronald and Karen Haas Greeley, Colorado 80631 432 26th Avenue Court Greeley, Colorado 80631 Jesse and Kathryn Meek 500 North 67th Avenue Hazel Tessier Greeley, Colorado 80631 7500 West 10th Street Greeley, Colorado 80631 Charles and Jean Myers 408 67th Avenue Daryl and Sue Stone Greeley, Colorado 80631 c/o Empire Savings 1111 11th Street Patrick and Joyce Sobeski Greeley, Colorado 80631 6615 West C Street Greeley, Colorado 80631 Wayne Deason 436 Indian Street Billy and Sharin Harring Wolf Point, MT 59201 403 North 66th Avenue Greeley, Colorado 80631 Isla Mahan 6313 10th Street Rodney and Carolyn Bricker Greeley, Colorado 80631 415 North 66th Avenue Greeley, Colorado 80631 Gerald McClosky 6602 10th Street Leonard and Jeanine Thompson Greeley, Colorado 80631 411 North 66th Avenue Greeley, Colorado 80631 Ronald and Karen McNutt 501 North 67th Avenue Greeley, Colorado 80631 Robert and Ilene Doty 407 North 67th Avenue Greeley, Colorado 80631 William and Lillian Ikenouye 6705 West C Street Greeley, Colorado 80631 Manuel and Bonnie Sisneros 1025 30th Avenue Greeley, Colorado 80631 John and Leanna Anderson 2-2-0-3--lath Avonuc Greeley, Colorado 80631 David and Linda Cleeland 504 North 71st Avenue Greeley, Colorado 80631 1 DATE: march ' 1950 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 7th of May, 1980 D0C F80-24 HEWLETT-PACKARD, INC. , COZ, A TO S TY C $80-z8 RAY & VIOLET PETERSON, SUP, DAIRY OPERATION DOC #80-29 VN'IA4A FRANK, SUP, OPEN CUT MINE PERMIT-SAND & GRAVEL, OFFICE OF THE CLERK TO THE BOARD BYcj / t)(? / 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 647/ t'. L • 2 Hello