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Home My WebLink About20032793.tiff DEPARTMENT OF PLANNING SERVICES 1555 N. 17th Avenue,Greeley, CO 80631 Phone (970) 353-6100, Ext. 3540, Fax(970) 304-6498 CHANGE OF ZONE APPLICATION App. Chid By: Case Number: App. Fee: Receipt Number: Record. Fee: Receipt Number: TO BE COMPLETED BY APPLICANT. Please print or type, except for necessary signature. I (we),the undersigned, hereby request hearings before the Weld County Planning Commission and the Weld County Board of County Commissioners concerning the proposed Change of Zone for the following described unincorporated area of Weld County, Colorado: LEGAL DESCRIPTION: (If additional space is required,attach an additional sheet) 147130000012 PARCEL NUMBER: 1 4 7 1 3 0 0 0 0 0 2 5 (12 digit number found on Tax I.D. Information or obtained in the Assessor's Office. Property Address (if available): 12972 WCR 6 Brighton, CO 08061 PRESENT ZONE A PROPOSED ZONE I-3 TOTAL ACREAGE 55.43± OVERLAY ZONES NO SURFACE FEE (PROPERTY OWNERS) OF AREA PROPOSED FOR REZONING: Name: Steve Brancucci Cell Phone#: (970)419-8304 Address: P.O. Box 127 Bus.Telephone#: (970)659-5261 Henderson, CO 80640 Name: Home Telephone#: Address: Bus.Telephone#: APPLICANT OR AUTHORIZED AGENT(if different than above). Name: Intermill Land Surveving, Inc Phone: (970)669-0516 Address: 1301 North Cleveland, CO 80640 I hereby state that all statements, proposals or plans submitted with this application are true and correct to the best of my knowledge. 4� r St/ ,1,7 / CVY7GC�c=�l Ian Brancucci Rev: 4-25-97 4 EXHIBIT 2003-2793 2 Intermill Land Surveying .�. -Ritgistemid In ColoreOu&Ws:wrung- 1301 N. Cleveland Ave. Loveland, Colorado 80537 r1. * ^1�` • \` (970) 669.0516 Fax: (970) 635-9775 E-mail: intermill@gwest.net • Kim Ogle, Planner January 8, 2003 I would like to call attention to an error on the applications for the recently submitted Brancucci Change of Zone (CZ-1029). There are two errors. 1) The area code for the applicant should be 303 not 970. 2) The address between the two properties is reversed. The North Property (29 Acres) on County Road 6 has an address of 12972 WCR 6 Brighton, CO 80601. The South Property (55 Acres) on County Road 27 has an address of 1281 WCR 27 Brighton, CO 80601. I apologize for the mistake. Sinc J ac Intermill Land Surveying, Inc. Z. 39dd _ _ AIMS QNCI 11IWN31NI 5LL66E90L6 OZ :VT E00Z/80/T0 11/26/2002 Rezoning Questionnaire Stephan Brancucci Portion of the El/2,SE1/4 Section 30-1-66,Weld County I. This request is consistent with Chapter 22 of the Weld County Code. The site is located adjacent to other areas of Industrial zoning and the highway 85 corridor. Further, this proposal, if developed, could help create future job opportunities and a stronger tax base. The subject property, zoned I-3, will become a more opportunistic parcel. We, believe that this proposal with create a more valuable parcel without creating negative impacts to the surrounding area, and thus, it is the best possible use for the land. 2. The proposed rezoning of this property will be compatible with the surrounding area, because, the site and portions of the surrounding area are used for I-3 type industrial operations. Industrial areas need strong transportation networks. Highway 85 and the existing adjacent transportation system are both capable of supporting further industrial uses. This proposal intends to create a practical location for industrial type activities by making use of existing development patterns and transportation networks.. 3. There is an existing agricultural well with permit; domestic water well with permit; and a residential septic system with permit on the property. At the time of development adequate public facilities shall be improved. No development is planned at this time. 4. The Fort Lupton Fire Protection District and the Brighton Fire Protection District both have fire stations within a few miles of the site. There are no plans to develop the site at this time. 5. The chief limiting soil features, on site, for urban development are the shrink-swell potential of the subsoil as it wets and dries and the rapid permeability of the sand and gravel substratum. These limitations can be overcome with proper engineering. The surrounding buildings and highway system that were built over comparable soil types evidence the simplest proof of this. Refer to the geological report for more information. 6. The site is adjacent to County Road 27 (old highway 85)and County Road 6. Highway 85 can be accessed from County Road 27 via County Road 4 or County Road 6. This road system, including access to the site, is capable of supporting the type of traffic and kind of vehicles associated with industrial uses. Specific development is not planned at this time. 7. Refer to geological report for more information. 11/26/2002 r0-4, 8. The site is located in zone"C" (areas of minimal flooding) per the National Flood Insurance Program FIRM Community Panel Number 080266 0995 C, revised September 28, 1982. 9. The site is not located within a Geologic Hazard Overlay. 10. This site is not located within an Airport Overlay District Overlay. it, iii & Associates, Inc. 4iP"\PHURCH ENGINEERS&GEOLOGISTS • ENGINEERING GEOLOGY REPORT FOR TWO PARCELS LOCA 1 ED IN E 1/2 OF SECTION 30, TOWNSHIP 1 NORTH, RANGE 66 WEST OF THE 6'H P.M. WELD COUNTY,COLORADO Prepared for: " GOLDEN WEST FARMS,ATTN: STEVE BRANCUCCI P.O. BOX 127 HENDERSON, COLORADO 80604 i I i JOB NO. 15211-L OCTOBER 10, 2002 1 i DENVER 4501 Wadsworth Boulevard Wheat/ Ridge,CO 80033 CASTLE ROCK 303.660.4358 i 303.463.9317 ( Fax:303.463.9321 EVERGREEN 303.816.1455 I LOVELAND 970.663.2124 J 401 TABLE OF CONTENTS SCOPE 1 PROPOSED DEVELOPMENT 1 SITE CONDITIONS • 1 INVESTIGATION 1 SITE GEOLOGY 2 MINERAL RESOURCES 3 GEOLOGIC•FIAZARDS 4 GEOLOGIC IMPACTS ON DEVELOPMENT 4 LIMITATIONS 5 LIST OF REFERENCES 6 FIGURE 1 -VICINITY MAP FIGURE 2-SITE PLAN,LOCATION OF EXPLORATORY BORINGS FIGURE 3-AREA GEOLOGY FIGURE 4-MAP OF SAND, GRAVEL AND QUARRY AGGREGATE RESOURCES FIGURE 5-SOIL SURVEY MAP FIGURES 6&7-LOGS OF EXPLORATORY BORINGS FIGURES 8-12-GRADATION TEST RESULTS Q SCOPE As requested,we have conducted this engineering geology report for the subject site. The purpose of our investigation was to identify site conditions regarding area suitability to facilitate re-zoning of the parcels and for sketch plan submittal for proposed developments as requested by the Weld County Planning Department. PROPOSED DEVELOPMENT The south parcel (Site 1) is 59±-acre located in part of the East Half of the Southeast Quarter of Section 30, T. 1 N.,It 66 W. of the 6th P.M. The north parcel (Site 2) is 40±-acre located in part of the North Half of the North Half of the Northeast Quarter of Section 30,T. 1 N.,R. 66 W. of the 6th P.M. The locations are provided on the Vicinity Map on Figure 1. It is proposed to change the zoning from agricultural to industrial. No specific plans for development have been made.Domestic water for the area is supplied by on-site water wells. Sewer services in the area are provided by on-site wastewater systems (OWS). SITE CONDITIONS The sites are located north of Brighton between County Roads 4 and 6 on the west side of County Road 27 (Old US Hwy 85). The subject site consists of irrigated ground currently cultivated for a variety of vegetables. Slope conditions range from 0%to 1%throughout most of the property. Existing drainage is directed primarily towards the drainage to the west. A recreational pond is located west of the south parcel. Industrial and commercial facilities and a few residences are located around the properties. Oil and gas wells were observed on these properties. INVESTIGATION The field investigation was conducted by means of a site reconnaissance and test hole tie J Engineering Geology Report Job No. 15211-L Page 2 observations conducted on September 19, 2002 by the author of this report, a Professional Geologist as defined under House Bill 1574. Readily available maps and literature by the Colorado Geological Survey and US Geological Survey were reviewed and a conversation with a local pit operator were made for this preliminary evaluation.Refer to the attached List of References. SITE GEOLOGY The area lies along the east fringe of the Colorado Piedmont Section of the Great Plains Physiographic Province. The Colorado Piedmont is an elongated trough situated adjacent to the Front Range. As mountain uplifting occurred in Laramide times, increased stream energies at the foot of the mountains resulting in erosion and scouring,creating the Piedmont The site also lies in the Denver Basin, a thick accumulation of Mesozoic sediments, which have been producers of fossil fuels.More locally,the site is located on a stream ten-ace of the South Platte River. The referenced geologic map indicates Broadway Alluvium(Qb)of Quatemary age underlies the site as presented on Figures 2 and 3. The Denver and Arapahoe Formations(TKda)underlie the alluvium. The TKda is described in this area as claystone,siltstone and sandstone. The map describes the Broadway Alluvium as sand and gravel deposited by the South Platte River. Surficial soils and subsoils encountered in the test holes consist of well-graded, slightly gravelly sand; silty sand and gravelly sand,consistent with the geologic map. The sands were encountered to the maximum depth explored of 20 feet as presented on Figures 6 and 7. No Tkda was encountered in the exploratory borings. Well data from the Colorado Geological Survey(CGS) and water well drillers indicate the sands extends to approximately 35 feet to 38 feet in depth The sands are slightly moist to moist having no swelling characteristics. The Soil Conservation Service (SCS) maps indicate one general soil type;the Altvan loam,well- drained terrace deposits consisting of clay loam, sandy clay loam overlying sand loam and gravelly sand. Our observations detected no clay loam or sandy clay loam and small amounts of sand loam. The tables C O i Engineering Geology Report Job No. 15211-L Page 3 for the Altvan loam suggest severe limitations for building site development due to the potential for caving cut-banks and moderate limitations for building site development due to shrink-swell. Our observations did not indicate a potential for shrink-swell soil. The tables indicate slight limitations for septic tank/absorption fields. The potential for wind and water erosion is low. No faults were delineated on the property. No free groundwater was encountered in the test holes. Groundwater levels are expected to range from 25 feet to 27 feet based on well drillers logs. Perched water tables can form over underlying rock formations where water sources are available. MINERAL RESOURCES Colorado Geological Survey(CGS) Special Publication 5-B and the referenced geologic map,the test hole data from this report and a conversation with a local gravel pit operator were reviewed as the primary references for the preliminary evaluation of sand,gravel and quarry aggregate resources and field verified by the geologist. The geologic map, CGS publication and our test hole observations indicate the site is located on terrace deposits (T3) consisting of sand with minor quantities of gravel presented on Figures 4, 6 and 7. Laboratory tests indicate gravel-contents ranging from 8% to 13% from samples obtained on Site 1. A gravel-content of up to 25% was obtained from the sample obtained on Site 2. A local pit operator indicated mining pit run in this area with a gravel-content in the 40% range was minable but was considered economically marginal. Sites smaller than 40 acres are usually not -• I considered economical if not located adjacent to existing screening and crushing facilities.Due to the low concentration of gravel from both parcels, it is our opinion that the properties are not economical for commercial extraction of sand, gravel or quarry aggregate at this time. Oil/gas wells were observed on this property. The scope of our evaluations do not include the potential for fossil fuel extraction. t M J ` Engineering Geology Report Job No. 15211-L Page 4 GEOLOGIC HAZARDS No maps indicating geologic hazards were readily available for the property. Our reconnaissance did not reveal existing conditions, which would be conducive to geologic hazards under present conditions on the property. Steep, relatively high slopes exist adjacent the west side of the south parcel at a water ski club. Analysis of slope stability may be prudent if structures are planned close to this slope. No underground coalmines or other underground workings are known to exist at the property. BacPd on this information, it is our opinion that no significant geologic hazards caused by gravity,other than steep slopes near the west property boundary of the south parcel, currently exist at the on the property. Excavations cut in the sand may cave,as mentioned by the SCS, and create unsafe conditions.Earthwork should follow guidelines presented by current OSHA standards. GEOLOGIC IMPACTS ON DEVELOPMENT There were no developments planned at the time this report was prepared. The interaction of proposed developments and the geology of the site depend on the types of structures proposed and specific geologic influences. The primary structures anticipated in the future are building foundations, roadways and onsite wastewater systems (OWS). Site-specific geotechnical investigations are recommended for each structure to determine soil strengths, swell potentials and groundwater levels and to provide specific recommendations for structural design. Slope stability analyses may be needed if structures are planned near the west boundary of the south parcel. lathe event that the roadways are to be paved, geotechnical investigations are recommended so that the pavement structure can be designed for the appropriate soil and traffic conditions. Excavations for foundations, utilities and other structures may need to be protected from caving. Refer to OSHA standards for the appropriate protection methods. Site-specific percolation investigations for OWS are required by the County Health r Engineering Geology Report Job No. 15211-L • Page 5 Department prior to issuance of a building permit. Standard-type OWS are anticipated based on soil conditions observed and SCS tables. Engineered OWS are required for commercial and industrial applications. The site observations did not indicate signs of geologic hazards caused by gravity, such as landslides, debris flows, rock fall, or unstable or potentially unstable slopes on this property. Slope stability analyses may be needed if structures are planned near the west boundary of the south parcel. Man-made activities could produce conditions, which may result in hazardous conditions, if not carefully planned. No geologic hazard mitigation is anticipated for this site at this time. • LIMITATIONS ' This study was prelithinary in nature and does not include an evaluation fof the extraction of fossil fuels,uranium or mineral resources other than sand,gravel or quarry aggregate resources. Based on existing maps, literature and field data potential sand, gravel and quarry aggregate resources are not believed to be economically viable at this time. Although no geologic or soil hazards appear to exist in the present condition, site-specific geotechnical and onsite wastewater investigations should be conducted for each lot. If we can be of furtherservice in discussing the contents of this report,or to conduct site-specific investigations,please call. CHURCH&Associates,Inc <7 r'o¢t 105964‘5;;;".. `per 11 Thomas W. Finley,C.P.G. "d°;;,; t:vz twf ' 2 copies sent Cc: Intermill Land Surveying, attn: Steve Stencel, 1301 N. Cleveland Ave.,Loveland, CO 80537 Q Q J ,7 Engineering Geology Report Job No. 15211-L Page 6 LIST OF REFERENCES Tweto, Ogden, 1979, Geologic Map of Colorado: U.S. Geological Survey Johnson, Erin J.,and Hinunelreich, John W. Jr., 1998,Geologic Hazards Avoidance or Mitigation: Colorado Geological Survey Information Series 47 Colton, Roger B., 1978, Geologic Map of the Boulder-Fort Collins-Greeley Area,Colorado: U.S. Geological Survey Map I-855-G Schowchow, S.D, Shroba, R.R., and Wicklein, P.C., 1974,Atlas of Sand,Gravel, and QuarryAggregate Resources Colorado Front Range Counties: Colorado Geological Survey Special Publication 5-B • , Rogers, W.P., Ladwig, L.R.,Hornbaker,A.L., Schowchow, S.D., Hart, S.S., Shelton,D.C., Scroggs, • D.L., and Soule, J.M., 1979, Guidelines and Criteria for Identification of Land-Use Controls of Geologic Hazard and Mineral Resource Areas, Colorado Geological Survey Special Publication 6 , 1980, Soil Survey of Weld County, Colorado-Southern Part: U.S. Department of Agriculture Soil Conservation Service Cu; PART OF THE E 1!2 SECTION 30, SCALE T. 1 N., R. 66 W. OF THE 6TH P.M. 1 : 50,000 WELD COUNTY, COLORADO lit R. 67 W. R. 66 ' CGS • c > �. NI1 t• /' t 13 � , 17 ./,..,„1;? It C , a c• x5045 F C —1 '' • 4938 ' .I• . • • • • -, I. Powa /c N —.•ii• ?.. at: . ‘, ',cm .-. i 4;. .,;',. . C.- •=,* k JI • ti. WCR 6 ' 4J 114/ �•. A • h .---.24__ ._. . 500/ un /�flEi° a t nbg u W • • ��'� SITE 2 -- / o f k.. '.2940-/ - , t :.�': , 7 � �. G� SITE I � ; 1 ti •: "I ' _it /}/` \`.• \ �'.,• F • ii;::: ;t± : i. 1, . I•N. .. TO BRIGHTON VICINITY MAP JOB NO. 15211-L FIGURE 1 ® PART OF THE E1/2 SECTION 30 SCALE T.1 N., R. 66 W. OF THE 6TH P.M. 1" = 600' WELD COUNTY, COLORADO aar-Z---s-- $1TH-4 I I C • _ I I Kit 40+ ACRES I to TH-3 I I c GB n GB 0 59± ACRES o t I g xi 0 TH-2 o TH-I • Oa COUNTY ROgp 27 i TH-5 COUNTY ROAD 27 QB - BROADWAY ALLUVIUM, SAND Q GRAVEL DEPOSITED BY THE SOUTH PLATTE RIVER TH-I • - EXPLORATORY BORING DRAWING BASED ON SKETCH BY- INTERMILL LAND SURVEYING SITE GEOLOGY, SITE PLAN AND JOB NO. 15211-L LOCATION OF EXPLORATORY BORINGS FIGURE 2 J PART OF THE E1/2 SECTION 30, SCALE T. 1 N., R. 66 W. OF THE 6TH P.M. 1 : 50,000 WELD COUNTY, COLORADO isil U� 3. . :( e), . isio•--0) ' Z : . •_.� ' • ,j Potica' : TKde▪ •z. ,� • :A I • - t: . re, . • \. .•m.: ----.E-- '1 : _ SITES I •� • •„- ,I > • `(z . 1 -_�. Cz APP � "• .fib; m .` • • : ::14:4'.497 .4 '' .� �: 363, t:. . 15) / GE - QUATERNARY EOLIUM, WIND-BLOWN CLAY, SILT, SAND AND GRANULES GB - BROADWAY ALLUVIUM, SAND & GRAVEL DEPOSITED BY SOUTH PLATTE RIVER OPP - POST-PINY CREEL ALLUVIUM, HUMIC SAND TO GRAVELLEY ALLUVIUM GPC - PINEY CREEK ALLUVIUM - HUNK SANDY TO GRAVELLY ALLUVIUM TKDA - DENVER AND ARAPAHOE FORMATIONS, CLAYSTONE, SILTSTONE WITH SANDSTONE BASED ON USGS MAP I-855-G AREA GEOLOGY JOB NO. 15211-L FIGURE 3 O O r Sill , J PART OF THE E1/2 SECTION 30, SCALE T. 1 N., R. 66 W. OF THE 6TH P.M. 1:37,500 WELD COUNTY, COLORADO k N I \- . .) j rif. i' .:- i '3/4n:lia cl 1 7%-1 \ 1. ' k -) \ci . ► 03 202 • �nJ ( I TE S 3,i2....0 .i: ) �, i t `\ a 30 T4 N.z I ? i 4 1 is 36 31 illib f'1 '• •. KEY ■ F-FLOODPLAIN DEPOSITS T-TERRACE De'OSITS 3 -SAND 4 -PROBABLE AGGREGATE RESOURCE SIBJECT SITE LOCATED IN T-3 AREA BASED ON:ATLAS OF SAND, GRAVEL& QUARRY RESOURCES-COLORADO FRONT RANGE COINiIES COLORADO GEOLOGICAL SURVEY SPECIAL PUBLICATION 5-B (1974) MAP OF SAND, GRAVEL &QUARRY AGGREGEATE RESOURCES JOB NO. 15211-L FIGURE 4 co) O J PART OF THE E1/2 SECTION 30, SCALE T. 1 N., R. 66 W. OF THE 6TH P.M. 1° = 2000' WELD COUNTY, COLORADO lit _ ,,.ft,tc-cfr--lit,— }is-4 i ssy. w. _ r 't.'" ' .'?c sae 10. 3. 21 �y : ,10 t : 76 "c: �: ' ,g `c t .: t F ' I • 37 kes` � ; a .� � , SITES ir,6r '4 b.**, '=5„ v "t" .�7Cy�T ' ;,k "46 • ¢ t' 4 1n s _M. 21 ' iv v , -1 a< _ { r f ti F 1 1 t _ XIg X 21 s- 1 "k+. d .�c"3• . .1 .a'i s r� + .� 2:s tom.. I p, Y s • r 44-4-`1: 1' C, KEY I -ALTVAN Loan -0%To 1%SLOPES SOIL SURVEY IS BASED ON USDA SOIL SURVEY OF WELD COUNTY, COLORADO SOIL SURVEY MAP JOB NO. 15211-L FIGURE 5 © © TH-1 TH-2 .` JrH-3 _ o 9. 7 7 X _ --' _WC =6.0 12 �_ 5 • - G =9 _ 21/12 7 10/12 5 •_ S= 72 f 200 = 19 10 • • WC = 2.5 �-- WC =2.5 WC=2.3 1 - G = 13 G = 13 G= 8 S= 76 S = 76 S=81 w_ -200 = 11 200 = 11 200= 11 W LL- LL X 15 - 15 w- w 20 �), 20 • . EXPLANATIONS: ti TOPSOIL /�y SAND, SILTY, MOIST, MEDIUM DENSE, ^, /• BROWN SAND,WELL GRADED,TRACE GRAVELLY, SAND,WELL GRADED,GRAVELLY, • • SLIGHTLY MOIST TO MOIST, LOOSE TO .:a SLIGHTLY MOIST, DENSE, LIGHT BROWN DENSE, LIGHT BROWN 6/12 INDICATES THAT 6 BLOWS OF A 140 POUND HAMMER FAWNG 30 INCHES WERE REQUIRED TO DRIVE A 2.5 INCH O.D. SAMPLER 12 INCHES. • NOTES: 1. THE EXPLORATORY BORINGS WERE DRILLED ON 9-19-02 USING A 4-INCH DIAMETER CONTINUOUS FUGHTAUGER POWERED BYA OSTRICH O-50 DRIWNG RIG. 2. NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRILLING. 3. WC= WATER CONTENT(%) DD = DRY DENSITY(PCF) G = PERCENT GRAVEL S =PERCENT SAND -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE LOGS OF EXPLORATORY BOR T' NS JOB NO. 15211-L Q FIGURE 6 TH TH- • _o X 7 0 - - _ 26/12 1 20/12 -5 WC= 1.4 WC=4.5 5 _ . •. G =25 S=65 - - -200= 10 - - -27/12 10 _- WC=4.2 1 w w _ LL i 15 15 = W- • a w o- o 20 • 20' . EXPLANATIONS: Ki ROADBASE s SAND,WELL GRADED,GRAVELLY, SUGHTLY MOIST, DENSE, LIGHT BROWN SAND,WELL GRADED,TRACE GRAVELLY, SUGHTLY MOIST TO MOIST, LOOSE TO DENSE, UGHT BROWN 181 6/12 INDICATES THAT 6 BLOWS OF A 140 POUND HAMMER FALLING 30 INCHES WERE "- REQUIRED TO DRIVE A 2.5 INCH O.D.SAMPLER 12 INCHES. NOTES: 1. THE EXPLORATORY BORINGS WERE DRILI Al ON 9-19-02 USING A 4-INCH DIAME I EH CONTINUOUS FLIGHT AUGER POWERED BYA OSTRICH D-50 DRIWNG RIG. 2. NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRILLING. 3. WC= WATER CONTENT(96) DD = DRY DENSITY(PCF) G = PERCENT GRAVEL S= PERCENT SAND -200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE. JOB NO. 15211-L ©LOGS OF EXPLORATORY BORIJS FIGURE 7 Ji • CHURCH & Associates, Inc. Engineers & Geologists Deng,Colorado 303463-9317 Evergreen,Colorado 303-816-1455 Castle Rock,Colorado 303-6604358 Lowland,Colorado 970-663-2124 Gradation Test Results 4200 #100 #50 #30 #16 #8 #4 3B' 3/4" I-hr 3" 100.0 ♦ 0 90.0 . • I .� EC . I f 10 80.0 1 20 70.0 ' j 30 o e 60.0 f 40 z a a. 50.0 l 50 E E I a F 40.0 - i 60 30.0 . 70 : i 4 20.0 s • 80 10.0 : gg: 90 0.0 ' f( F 1 I 100 0.01 0.1 1 ., 10 100 Diameter of Particle in Millimeten DESCRIPTION: SAND, SILTY, SLIGHTLY GRAVELLY, SLIGHTLY MOIST,LOOSE,LIGHT BROWN - GRAVEL 9% HOLE/SAMPLE TH 1 -. 'SAND 72% DEPTH 4' . FINES 19% LIQUID LIMIT NP MOISTURE 6.0% PLASTICITY INDEX NP DRY DENSITY(pcf) N/A DATE: 10/04/2002 JOB NAME: GOLDEN WEST FARMS • JOB NUMBER: 15211-L FIGURE 8 ® Q CHURCH & Associates, Inc. Engineers & Geologists Denver,Colorado 303-463-9317 Evergreen,Colorado 303-816.1455 Castle Rock,Colorado 303-660-4358 Loveland,Colorado 970-663-2124 Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3B' 3/4' 1-1/2' 3" 100.0 90.0 ]0 80.0 - I 20 70.0 30 -e c 60.0 40 e F C 50.0 `e a. 40.0 0. 60 30.0 70 20.0 y 80 10.0 ,. � f90 0.0 ! E I f 100 0.01 0.1 1 10 100 Diameter of Particle in Millimeters __ DESCRIPTION: SAND, SLIGHTLY SILTY,.SLIGHTLY GRAVELLY, SLIGHTLY MOIST,MEDIUM DENSE,LIGHT BROWN GRAVEL 13% HOLE/SAMPLE TH 1 SAND 76% DEPTH 5'-15' • FINES 11% LIQUID LIMIT NP MOISTURE 2.5% PLASTICITY INDEX NP DRY DENSITY(pcf) N/A DATE: 10/04/2002 JOB NAME: GOLDEN WEST FARMS JOB NUMBER: 15211-L FIGURE 9 • • CHURCH & Associates, Inc. Engineers & Geologists • Denver,Colorado 303-463-9317 Evergreen,Colorado 303-816-1455 Castle Rock,Colorado 303-660-4358 Loveland,Colorado 970-663-2124 Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3B' 3/4' 1-1/2" 3" 100.0 v_ F 0 90-0 ]0 80.0 . . . • -- 20 70.0 '§ji tI 30 ! -1 e 60.0 . 40 c i z 4 50.0 c a a` 40.0 i 160 30.0 I 70 20.0 5 - 80 10.0 90 0.0 _ 100 0.01 0.1 1 10 100 Diameter of Particle in Millimeters DESCRIPTION: SAND, SLIGHTLY SILTY,SLIGHTLY GRAVELLY, SLIGHTLY MOIST,MEDIUM DENSE,LIGHT BROWN .. GRAVEL 13% •. HOLE/SAMPLE •.. TH 2 •• SAND 76% DEPTH 5'-15' • • FINES 11% LIQUID LIMIT NP MOISTURE 2.3% PLASTICITY INDEX NP DRY DENSITY(pct) N/A DATE: 10/04/2002 JOB NAME: GOLDEN WEST FARMS JOB NUMBER: 1521 I-L FIGURE 10 © ill CHURCH & Associates, Inc. Engineers & Geologists • Denver,Colorado 303-463-9317 Evergreen,Colorado 303-816-1455 Castle Rock,Colorado 303-6604358 Loveland,Colorado 970-663-2124 • ' Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3/8" 3/4" 1-12" 3" 100.0 1 1 0 1 90.0 - tg � 10 F 1 80.0 _ 9} • 20 70.0 , i9 S i 'r 30 I 3 � u =e 60.0 ` 40 e 5 i g F e4 R' 50.0 ! - 50 a 5 .r 0. a. 40.0 _ 60 30.0 r 70 20.0 : I t• P 80 i 10.0 90 0.0 1100 0.01 0.1 I 10 100 Diameter of Particle in Millimeters DESCRIPTION: SAND, SLIGHTLY SILTY, SLIGHTLY _._ GRAVELLY,SLIGHTLY MOIST,MEDIUM DENSE,LIGHT BROWN GRAVEL 8% '- HOLE/SAMPLE - TH 3 '• SAND 81% DEPTH 5'-15' • FINES 11% LIQUID LIMIT NP MOISTURE 2.3% PLASTICITY INDEX NP DRY DENSITY(pcfl N/A DATE: 10/04/2002 JOB NAME: GOLDEN WEST FARMS JOB NUMBER: 15211-L FIGURE 11 . ® O J CHURCH & Associates, Inc. Engineers & Geologists • Denver,Colorado 303-463-9317 Evergreen,Colorado 303-816-1455 - Castle Rock,Colorado 303-6604358 Loveland,Colorado 970-663-2124 Gradation Test Results #200 #100 #50 #30 #16 #8 #4 3/8" 3/4' 1-12" 3' 100.0 - 0 I 3 90.0 ` I 10 80.0 1 - I 1 20 70.0 1 ` 30 i -a e ce 60.0 e 5es 0. I a 50e. .0 `_ 50 E a,,• 40.0 , 60 w 30.0 . 70 20.0 80 10.0 - 90 0.0 1 , 1 100 0.01 0.1 • 1 10 100 Diameter of Particle in Millimeters DESCRIPTION: SAND,GRAVELLY,SLIGHTLY SILTY, ... SLIGHTLY MOIST, MEDIUM DENSE,LIGHT BROWN GRAVEL -•25% HOLE/SAMPLE TH 4 SAND 65% DEPTH 5'-91 FINES 10% LIQUID LIMIT NP MOISTURE 1.4% PLASTICITY INDEX NP DRY DENSITY(pcf) N/A DATE: 10/04/2002 JOB NAME: GOLDEN WEST FARMS JOB NUMBER: 15211-L FIGURE 12 /..-,\ CO) Hello