HomeMy WebLinkAbout20032814.tiff SOIL SURVEY
BRANCUCCI ZONE CHANGE FROM AGRICULTURAL TO INDUSTRIAL
Portion of the North Half of the Northeast Quarter of Section 30, Township 1 North,
Range 66 West of the 6th P.M., County of Weld, State of Colorado.
The chart below gives a summary of properties of the soil type identified
on site. The information was gathered from the USGS.
Soil Type: Altvan (1)
Soil and water features
Hydrologic group B
"^,, Flooding none
Depth to seasonal high water table >6.0$
Bedrock >60' Alvan loom. 0 to 1 percent slopes. This
Potential frost action Moderate is a deep well drained soil on terraces of
elevations of 4.500 to 4,900 feet.
Building site development Permeability and available water capacity
Shallow excavations Severe ore moderate the effective rooting depth
Dwellings without basements Moderate is 20 to 40 inches. Surface runoff is
Dwellings with basements Moderate slow, and the erosion hazard is low. It
Small commercial buildings Moderate has fair to good potential for urban and
recreational development. The chief
Local roads and streets Moderate
limiting soil features for urban
development are the shrink—swell
Sanitary facilities
potential of the subsoil as it wets and
Septic tank absorption fields Slight
Sewage lagoon areas Severe dries and the rapid permeability of the
sand and gravel substratum. Lawns,
Recreational development shrubs and trees grow well.
Comp areas Slight
Picnic areas Slight
Playgrounds Slight
Paths and trails Slight
Construction Materials
Roadfill Good Refer to the geology report for more
Sand Fair information
Gravel Fair
Topsoil Fair
Additional information can be found in the geological report prepared by Church and
Associates, Inc.
1
2003-2814
9,
CHURCH & Associates, Inc.
ENGINEERS &GEOLOGISTS
•
ENGINEERING GEOLOGY REPORT FOR
TWO PARCELS LOCATED IN
E 1/2 OF SECTION 30,
TOWNSHIP 1 NORTH,RANGE 66 WEST OF THE 6'11 P.M.
WELD COUNTY, COLORADO
•
Prepared for:
GOLDEN WEST FARMS, ATTN: STEVE BRANCUCCI
P.O. BOX 127
HENDERSON, COLORADO 80604
JOB NO. 15211-L OCTOBER 10, 2002
DENVER 4501 Wadsworth Boulevard Wheat Ridge,CO 80033 CASTLE ROCK 303.660.4358
303.463.9317 Fax:303.463.9321 EVERGREEN 303.816.1455
LOVELAND 970.663.2124
TABLE OF CONTENTS
SCOPE 1
PROPOSED DEVELOPMENT 1
SITE CONDITIONS 1
INVESTIGATION
SITE GEOLOGY 2
MINERAL RESOURCES 3
GEOLOGIC HAZARDS 4
GEOLOGIC IMPACTS ON DEVELOPMENT 4
LIMITATIONS 5
LIST OF REFERENCES 6
FIGURE 1 -VICINITY MAP
FIGURE 2-snE 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 •
•
•
7
CI
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., R_ 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 6h P.M.The
locations are provided on the Vicinity Map on Figure 1. It is proposed to change the zoning frdm
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
1
Engineerag 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 terrace 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 onegeneral soil the Altvan loam,
type; 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
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
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.
3
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 coahnines or other underground workings are known to exist at the property. Based 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. Inthe
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
1
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 preliminary in nature and does not include an evaluation for 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 further service in discussing the contents of this report, or to conduct site-specific
investigations,pleat,-call.
PflOaS1�fEOCATf PESgh.y
CHURCH&Associates,Inc .c�e 10596G�BrtcFo
' ?1PG Tal
Ztt
Thomas W. Finley,C.P.G. %.04-y, 'f•
twf
2 copies sent
Cc: Intern-rill Land Surveying, attn: Steve Stencel, 1301 N. Cleveland Ave., Loveland, CO 80537
En neering 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 Himmelreich, 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, RR., and Wicklein, P.C., 1974,Atlas of Sand, Gravel, and
Quarry Aggregate Resources Colorado Front Range Counties: Colorado Geological
Survey Special Publication 5-B
Rogers, W.P., Ladwig, L.R., Hombaker, 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
•
.
110
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
R. 67 W. R. 66 W. '
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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 azar---Z--70.--
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COON" ROAD 27 _ _ _— — ,
TH-5
COUNTY ROAD 27
QB - BROADWAY ALLUVIUM, SAND a 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
a
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
N
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QE - QUATERNARY EOLIUM, WIND-BLOWN CLAY, SILT, SAND AND GRANULES
QB - BROADWAY ALLUVIUM, SAND & GRAVEL DEPOSITED BY SOUTH PLATTE RIVER
QPP - POST-PINY CREEK ALLUVIUM, HUMIC SAND TO GRAVELLEY ALLUVIUM
QPC - PINEY CREEK ALLUVIUM - HUMIG 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
V464
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
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KEY
F- FLOODPLAIN DEPOSITS
T-TERRACE DEPOSITS
3 -SAND
4 -PROBABLE AGGREGATE RESOURCE '
SLBJECT SITE LOCATED IN 1-3 AREA
BASED ON: ATLAS OF SAND. GRAVEL &QUARRY RESOURCES-COLORADO FRONT RANGE COUNTIES
COLORADO GEOLOGICAL SURVEY SPECIAL PUBLICATION 5-B (1974)
MAP OF SAND, GRAVEL &QUARRY AGGREGEATE RESOURCES
JOB NO. 15211-L FIGURE 4
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-: 6/12
5 GC 9 6.0 _ 21/12 5
10/12..!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 .
_ 200= 11 -200=11 -200 = 11
Li - . . LL
2 15 15 F
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0- a .
- 2- .•
20 -7 — 20
EXPLANATIONS:
ti TOPSOIL ;I' SAND,SILTY, MOIST, MEDIUM DENSE,
BROWN
SAND,WELL GRADED,TRACE GRAVELLY, o SAND,WELL GRADED, GRAVELLY,
SLIGHTLY MOIST TO MOIST, LOOSE TO .'o SLIGHTLY MOIST,DENSE, LIGHT BROWN
DENSE, LIGHT BROWN
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 DRILLED ON 9 -19-02 USING A 4-INCH DIAMETER
CONTINUOUS FLIGHT AUGER POWERED BYA DEITRICH D-50 DRIWNG RIG.
2. NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRIWNG.
3. WC= WATER CONTENT(%) DO = DRY DENSITY(PCF)
G = PERCENT GRAVEL S=PERCENT SAND
-200 = PERCENT OF FINES PASSING THE NUMBER 200 SIEVE.
LOGS OF EXPLORATORY BORINGS
JOB NO. 15211-L FIGURE 6
THE TH-Q
•
_ a R o
2W12 .••. 1 20/12
' - 5 WC= 1.4 .`e WC=4.5 5
G =25
_
.- S=65
- - - 200= 10
- .• -27/12
10 WC= 4.2 • 1
w- . .. w
LL- LL
2 15 15
W =
- w
❑_ a :
_
.. 20 - - 20. ..
EXPLANATIONS:
® ROADBASE •,0P SAND,WELL GRADED,GRAVELLY,
:•. SLIGHTLY MOIST, DENSE, LIGHT BROWN
SAND,WELL GRADED,TRACE GRAVELLY, ..
. - SLIGHTLY MOIST TO MOIST,LOOSE TO
DENSE, LIGHT BROWN
-- fg6/12 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 DRII I Fit ON 9-19-02 USING A 4-INCH DIAME I EH
CONTINUOUS FLIGHT AUGER POWERED BYA OSTRICH D-50 DRIWNG RIG.
a NO FREE WATER WAS ENCOUNTERED AT THE TIME OF DRIWNG.
3. WC = WATER CONTENT(96) DD = DRY DENSITY(PCF)
G = PERCENT GRAVEL S= PERCENT SAND
-200 = PERCENT OF TINES PASSING THE NUMBER 200 SIEVE.
LOGS OF EXPLORATORY BORINGS
JOB NO. 15211-L FIGURE 7
y Q
CHURCH & Associates, Inc.
Engineers & Geologists
Denver,Colorado 303463-9317
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 3B' 3/4" 1-1/2" 3'
100.0 (. 0
90.0 €I .
10
80.0 ii 20
70.0 1 4
30
in) 60.0 ... I 40 c
o a
1 50.0 - ; 3 - 50 Y
a 40.0
30.0 , - 1 70
20.0 ' 80
lo.o _ - 1 J 90
0.0 ' ! I . , S 11 100
0.01 0.1 1 10 100
Diameter of Particle in Millimeters
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
•
• V �
CHURCH & Associates, Inc.
Engineers & Geologists
Denver,Colorado 303-463-9317
Evergreen,Colorado 303-816-1455
Castle Rock,Colorado 303-660-4358
Lowland,Colorado 970-663-2124
Gradation Test Results
#200 #100 #50 #30 #16 #8 #4 3/8" 3/4' 1-1/2 3-
loom 0
90.0 0
80.0 ■„�I 1, .t . I 20
70.0 �1� ► 1
�Ii = •
et 60.0 40 500 .Iii(f 1 11 x
0. 40.060
�,11 I t . _II■ � 0.
30.0 70
20.0 : So
100 : I .1. �I� Ilf � ll 90
0.0 1■1� � 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: 152114 FIGURE 9
Q
CHURCH & Associates, Inc.
Engineers & Geologists
Denwr,Colorado 303-463-9317
Evergreen,Colorado 303-816-1455
Castle Rock,Colorado 303-6604358
Lowland,Colorado 970-663-2124
Gradation Test Results
#200 #100 #50 #30 #16 #8 #4 3/8' 3/4' 1-1/2" 3"
100.0 0
90.0 - - 10
80.0 - 20
li
70.0 30
u
e 60.0 - 40 5
s
A'
°' 50.0
50 E
a` 40.0 _ s 60
30.0 _ i 70
20.0 80
tt
10.0 _ 90
t '
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: 15211-L FIGURE 10
M
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" 1-1/2' 3"
100.0 9 1 I 0
I
I .
90.0 - itI 10
1
80.0 _ ? 20
I
70.0 e
I • y 30
i
fi 3 e
r 60.0 7 40tt
o R
it: 50.0 - .r. a
50 Y
a.
a. 40.0 t 60
•
30.0 70
20.0 : I I - 80
10.0 : 90
li
0.0
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 8% HOLE/SAMPLE TH 3
• SAND 81% DEPTH 5'-l5' • ,.
FINES 11% LIQUID LIMIT NP
MOISTURE 13% PLASTICITY INDEX NP
DRY DENSITY(pcf) N/A
DATE: 10/04/2002
JOB NAME: GOLDEN WEST FARMS
JOB NUMBER: 15211-L FIGURE 11
M
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 3r8' 3/4' 1-1/2" 3"
100.0 _ •
11111:1rirni
20
70.0 1
30
.5 60.01 40 m
n
SI a`
e 50•.0 50 j
4
a. 40.0
30.0 : 70
F
20.0 I I 80
10.0 I 90
0.0 " !� 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'-9'
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
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