HomeMy WebLinkAbout1.0 ApplicationBE } ORE I liE -': D OF COUNTY CGM!II SS) GNE RS OF
•4RHEID COUNTY, COLORADO
PETITION FOR EXEMPTION
1
Pursuant to C.R.S. (1973) Section 30-28-101 (10) (a) - (d) as amended, and
the Subdivision Regulations of Garfield County, Colorado, adopted January 2, 1979
Section 2.02.01 (d) and 3.02.01 the undersigned EDGAR L. HUNT and SOCCIRRQ----
HUNT respectfully petitiorigxx the
Boa rd of County Commissioners of Garfield Courjty, Colorado, to exempt by resolu-
tion the division of a 7.33 acre tract of land into twotracts of
approximately 2.20 and 5.13 acres each, more or less, from the difinitions of
"subdivided land" as the terms are used and defined in C.R.S.
"subdivision" and
(1973) Section 30-28-101 (10) (a) -(d) and the Garfield County Subdivision Regulations,
for the reasons stated below:
The 5.13 acre •arcel . .. - Ed•ar
of building his home thereon.
In support of this petition, the petitioner also submits the following:
A. Map drawn to scale showing proposed lot subdivision
and access.
B. Copy of deed
C. Vicinity map
D. Statement on source of domestic water
E. Statement on method of sewage disposal
F. 100 year floodplain information where C'``*
live stream crosses or adjoins said tract
G. Evidence of the soil types
H. Copy of Assessor's map showing the property '
I. Practical description of property1
location,P
J. Fee in the amount of $51.00
K. $200.00 fee for each new lot created of
Submitted at Glenwood Springs, Colorado, this _day
Petitioner
911 Euclid Avenue
Mailing Address
Carbondale, CO 81623
, 19
N&,E; 9103—
Lc) ckk
h
Exhibit "B"
ti (71.;j,7 v ion 1io. .....__-._._•� -':. 1.1i idiva YJoi'f, REco dtjr
WARRANTY DEED
1381.K 529 P.'Cb.e.3.-5_5
j 1!177`0
Irrrf
D. D. CASTLEBERRY, of the County of Garfield and State
of Colorado, grantor, for and in consideration of the sum of
TEN DOLLARS AND OTHER GOOD AND VALUABLE CONSIDERATION, in
hand paid, hereby sells and conveys to EDGAR L. HUNT and
SOCORRO HUNT, whose address is 911 Euclid Avenue, Carbondale,
CO 81623, of the County of Garfield and State of Colorado,
grantees, in joint tenancy and not in tenancy in common, the
following described property situate, lying and being in the
County of Garfield and State of Colorado, to -wit:
A parcel of land situated in Lots 2 and 3 of Section 6 in the
SE1/4NW1/4 and SW]/41'm.1./4 of said Section 6 in Township 6
South, Range 91 West of the 6th Principal Meridian, County of
Garfield, State of Colorado, lying Westerly of the Westerly
right of way line of an irrigation ditch as constructed and
in place, Southerly and Easterly of a fence -as constructed
and in place and Northerly of the Northerly right of way line
of a County road as constructed and in place, said parcel of
land is described as follows:
Beginning at an iron post with a brass cap set in place
by the Garfield County Surveyor and properly marked for
the N1/4 corner of said Section 6; thence
S. 00°33'33" E. 1496.69 feet to the corner common to
Lots 2 and 3 and the SRI/4NW1/4 and E;I/4NE1/4 of said
Section 6; thence N. 00°33'33" W. 207.91 feet along the
line between said Lots 2 and 3 to the true point of
beginning, said point being in a fence as constructed
and in place; thence along said fence N. 68°04'26" E.
159.47 feet to a point on the Southwesterly line of said
ditch; thence along said ditch N. 78°01'30" E. 27.44
feet; thence S. 75°25'20" E. 51.84
S. 25°44'26" E. 83.98 feet; thence
141.08 feet; thence S. 26°42'56" W
S. 02°20'22" E. 93.98 feet; thence
feet; thence S. 12°16'09'• W. 50.80
S. 33°42'52"
feet; thence
S. 34°43'14"
feet; thence
S. 21°51'42"
feet; thence
S. 01°28'11"
W. 66.35 feet; thence
S. 23°57'40" W. 75.42
W. 57.57 feet; thence
S. 35°46'45" W. 44.98
W. 68.89 feet; thence
S. 38°13'28" W. 65.22 feet; thence
W. 24.53 feet; thence S. 54°50'15" E. 77.03
feet; thence leaving said ditch S. 14°50'31" W. 220.69
feet to a point on the Northerly right of way line of
said County road; thence along said right of way line
N. 31°17'16" W. 96.71 feet; thence N. 35°36'21" W. 60.64
feet; thence N. 38°22'11" W. 56.16 feet; thence
N. 44°33'45" W. 48.11 feet; thence leaving said right of
way line N. 13°16'05" W. 259.27 feet along said fence;
thence continuing along said fence N. 03°16'34" W.
168.55 feet; thence N. 26°52'55"E. 118.80 feet; thence
N. 14°31111" E. 123.77 feet; thence N. 31°36'05" E.
83.49 feet; thence N. 27°18'49" E. 33.24 feet; thence
N. 29°36'34" E. 12.87 feet; thence N. 71°13'41" E. 43.25
feet; thence NI 55°06'03" E. 68.74 feet; thence
N. 04°17'39" W. 128.73 feet; thence N. 63°52'02" E.
40.94 feet more or less to a point on the line between
Lots 2 and 3 of 'said Section 6, the true point of
beginning.
feet; thence
S. 19°38'59" E.
. 74.51 feet; thence
S. 26°38'41" W. 63.31
feet; thence
S. 11°13'18" W. 44.60
feet; thence
S. 27°00'08" W. 82.48
feet; thence
S. 65°27'34" W. 67.24
TOGETHER WITH the following water and water rights, to -wit:
Six (6) shares in the Roseman Ditch.
BOOK 529 P4E316
TO HAVE AND TO HOLD THE SAME, together with all appurte-
nances and privileges thereto belonging or in anywise thereto
appertaining; and grantor warrants title to the same except
and subject to governmental rules and regulations, U.S.
Patent reservations and exceptions, easements and rights of
way of record or situate and in use, general property taxes
of a current nature, and subject to the lien of that certain
deed of trust from D. D. Castleberry for the use of Maxine R.
Dawson to secure the sum of $35,600.00 dated March 8, 1979,
recorded March 13, 19..79, in Book 524 at Page 542 as Reception
No. 292602 of the Garfield County records. Grantor agrees to
pay the obligation represented by said deed of trust accord-
ing to its terms; provided, further, that upon payment in
full (whether by prepayment or otherwise), of the lien of
that certain deed of trust from grantees in favor of grantor
bearing even date herewith, covering the above described
properly and recorded in the Garfield County records immedi-
ately following the recordation of this deed, grantor shall
cause said deed of trust in favor of Maxine R. Dawson to be
paid in full and released.• In the event grantor fails or
refuses, for any reason, to pay the obligation secured by
said deed of trust in favor of Maxine R. Dawson and foreclo-
sure proceedings be commenced, then the grantees shall have
the right and be entitled to bring all arrearages current and
cure the default, crediting all such sums paid against
grantees' obligation to grantor secured by that certain deed
of trust bearing even date herewith mentioned above. •
Signed this 1st day of June, A.D. 1979.
0 /- ,7 r
D. D.( Castleberry
STATE OF COLORADO
)ss.
COUNTY OF GARFIELD
The foregoing instrument was acknowledged before me this
s.-'50 day of June, A.D. 1979, by D. D. CASTLEBERRY.
Witness my hand and official seal.
My commission expires:
My CC •";.:'N so, cr.f*^: Sept. 5, 1962e:/./. -p-
_ s'c . -o-o-o
Notary Public•
• •
Exhibit "C"
STATE OF COLORADO - COUNTY OF GARFIELD
A parcel of land situate in Lots 2 and 3, the SE4NW4 and
SW4NE4 of Section 6, T. 6 S., R. 91 W., 6th P.M., more
particularly described as follows:
Beginning at an iron post with a brass cap set in
place by the Garfield County Surveyor and properly
marked for the N4 corner of said Section 6; thence
S. 00°33'33" E. 1,496.69 feet to the corner common
to said Lots 2 and 3, the SE4NW4 and SW4NE4; thence
N. 00°33'33" W. 207._91 feet along the line between
said Lots 2 and 3 to the TRUE POINT OF BEGINNING,
being a point in a fence as constructed and in place;
thence along said fence N. 63°04'26" E. 159.47 feet
to a point on the southwesterly line of a ditch as
constructed in place; thence along said ditch
N. 78°01'30" E. 27.44 feet; thence S. 75°25'20" E.
51.84 feet; thence S. 25°44'26" E. 83.98 feet; thence
S. 19°38'59" E. 141.08 feet; thence S. 26°42'56" W.
74.51 feet; thence S. 02°20'22" E. 93.98 feet; thence
S. 26°38'41 W. 63.31 feet; thence S. 12°16'09" W.
50.80 feet; thence S. 33°42'52" W. 66.35 feet; thence
S. 11°13'18" W. 44.60 feet; thence S. 23°57'40" W.
75.42 feet; thence S. 34°43'14" W. 57.57 feet; thence
leaving said ditch, S. 79°42'54" W. 405.27 feet to a
fence as constructed and in place; thence along said
fence N. 03°16'34" W. 168.55 feet; thence N. 26°52'55" E.
118.80 feet; thence N. 14°31'11" E. 123.77 feet; thence
N. 31°36'05" E. 83.49 feet; thence N. 27°18'49" E.
39.24 feet; thence N. 29°36'34" E. 12.87 feet; thence
N. 71°13'41" E. 43.25 feet; thence N. 55°06'03" E.
68.74 feet; thence N. 04°17'39" W. 128.73 feet; thence
N. 63°52'02" E. 40.94 feet to the TRUE POINT OF BEGINNING,
containing 5.13 acres, more or less.
Together with an easement from said County Road for access
and utility purposes, being 20 feet in width at all points
easterly of and parallel to the following described line:
Beginning at an iron post with a brass cap
set in place by the Garfield County Surveyor
and properly marked for the Na corner of said
Section 6; thence S. 07°16'11" W. 2,015.86
feet to the TRUE POINT OF BEGINNING: thence
S. 13°16'05" E. 259.27 feet to a point on the
northerly line of said County Road.
• •
Exhibit "D"
STATE OF COLORADO - COUNTY OF GARFIELD
A parcel of land situate in the SF qNW 4 and SANE; of
Section 6, T. 6 S., R. 91 W., 6th P.M., more particularly
described as follows:
Beginning at an iron post with a brass cap set in place
by the Garfield County Surveyor and properly marked
for the N4 corner of said Section 6; thence S. 07°16'11" W.
2,015.86 feet to the TRUE POINT OF BEGINNING, being a
point in a fence as constructed and in place; thence
N. 79°42'54" E. 405.27 feet to a point on the westerly
line of a ditch as constructed and in place; thence along
said ditch S. 27°00'08" W. 82.48 feet; thence
S. 35°46'45" W. 44.98 feet; thence S. 21°51'42" W. 68.89
feet; thence S. 65°27'34" W. 67.24 feet; thence
S. 38°13'28" W. 65.22 feet; thence S. 01°28'11" W. 24.53
feet; thence S. 54°50'15" E. 77.03 feet; thence leaving
said ditch S. 14°50'31" W. 220.69 feet to a point on the
northerly right-of-way line of a County Road as constructed
and in place; thence along said right-of-way line
N. 31°17'16" W. 96.71 feet; thence N. 35°36'31" W. 60.64
feet; thence N. 38°22'11" W. 56.16 feet; thence
N. 44°33'45" W. 48.11 feet; thence leaving said right-of-
way line N. 13°16'05" W. 259.27 feet along a fence as
constructed and in place to the TRUE POINT OF BEGINNING,
containing 2.20 acres, more or less.
Subject to an easement from said County Road for access
and utility purposes, being 20 feet in width at all
points easterly of and parallel to the following described
line:
Beginning at an iron post with a brass cap
set in place by the Garfield County Surveyor
and properly marked for the N1 corner of said
Section 6; thence S. 07°16'11" W. 2,015.86
feet to the TRUE POINT OF BEGINNING; thence
S. 13°16'05" E. 259.27 feet to a point on the
northerly line of said County Road.
•
Exhibit "F"
1. Domestic water for each parcel shall be on a well. (See
copy of Well Registration attached)
2. Sewage disposal for each parcel shall be an individual
approved sewage system.
. 1
WRJ-2B•75
TYPE OR
PRINT IN BLACK INK.
COPY OF ACCEPTED
STATEMENT MAILED
ON REQUEST.
•
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St.
Denver, Colorado 80203
STATE OF COLORADO
COUNTY OF
} SS.
RECEIVED
14/W15'82
AFFIGd:I`
12 "UMW
STATEMENT OF BENEFICIAL USE OF GROUND WATER
AMENDMENT OF EXISTING RECORD
X LATE REGISTRATION
'' -
PERMIT NUMBER �%• � �
LOCATION OF WELL
FHE AFFIANT(S) Edgar L. Hunt county Garfield
whose mailing
address Is 911 Euclid Ave.
City
Carbondale,
Co. 81623
(sr•rF) 111P)
Twp.
6
SE Y. of the NW --- i, Sect,on 6
S Rng. _al _-- W 6th
,N ON S, ,r ESN ,' l
P M
being duly sworn upon oath, deposes and says that he (they) is (are) the owner(s) of the well described hereon, the well is
located as described above, at distances of 3200
feet from the S _ _ section line and 2/30
0....1'140. "OUT MI
feet from the
R section line; water from this well was first applied to a beneficial use for the purpose(s) described herein on the ___
(E•s• u. wEsE)
day of April , 1959 ; the maximum sustained pumping rote of the well is 10 gallons per minute, the pumping
rate claimed hereby is 10
gallons per minute; the total depth of the well is 134
of water to be diverted is 1
feet, the average annual amount
acre-feet; for which claim is hereby made for Domestic & Fire Protection
purpose(s); the legal description of the land on which the water i,om this well is used Is
A parcel of land situated in lts 2 and 3 of section 6 in the SE1/4NW1/4 & SW1/4NE1/4 of which
of said Section 6
acres are irrigated and which is illustrated on the map on the reverse side of this form; that thi w(.II was completed in
compliance with the permit approved therefor; this statement of beneficial use of ground water is filed in :ompliance with law; he
(they) has (have) read the statements made hereon; knows the content thereof; and that the same are true of his (their) knowledge.
pCOMPL, TE REVERSE SIDE OF THIS FORM)
Signatures) ��. Frei ! 4,&,'11 t I
Subscribed and sworni�,� \
to before me on this ('C' day of ( r tLtj,> , 19X
My Commission expires .lune 25, 1%6-4
My Commission expires:
•
15E •l); cc�
or• r P sole
ACCEPTED FOR FILING BY THE STATE ENGINEER OF COLORADO
PURSUANT TO THE FOLLOWING CONDITIONS:
6,741
MAR 2 51982
DATE
Assistant
STATE ENGINEER
FOR OFFICE USE ONLY
Court rose No
:or
Mo. _ Doy
Sec %.. --- /. _ Yr.
RY
•
Exhibit "I"
PRACTICAL DESCRIPTION
Approximately 3% miles west of New Castle on I - 70; thence
northerly on 262 Road approximately z mile.
TRUE POINT
OF BEGINNING# 2
Exhibit "A"
TRUE POINT OF BEGINNING#"1
N 63°52' 02" E 40.94'
N 04°17' 39"W 128.73'
VT ^.
(S EC )
N 55°06'03"E 68.74'
N 71°13'41"E 43.25'
N 29°36'34"E 12.87'
N27°I8 X49"E 39.24'
SURVEYOR FOR NORTH 1/4 COR.
SEC. 6
S75°25'20"E 51.84'
S 25°44'26" E 83.98'
S 19°38'59" E
141.08'
N 13°16'05"W 259.27'
i
S 65° 27'34" W 67.24
rS 38°13'28"W 65.22'
S 01°28'11" W 24.53'
S54°50'15"E 77.03'
S 26°42' 56"W
74.511
S 02°20' 22"E 93.9
S 26°38'41" W 63.3
S 12°16'09"W 50.80'
S 33°42'52"W 66.35'
S II°13'18"W 44.60'
S23°57'40"W 75.42'
S 34°43'14"W 57.57'
S 27°00' 08"W 82.48'
S 35°46.45"W 44.98'
S 21°51'42"W 68.89'
N 44°33' 45"W 48.11'
N38°22'11"W 56.16'
S14 50' 31"W
220.69'
N 35°36'31"W 60.64'
MURR'S
ROAD
N31°17'16" W 96.71'
TWP
6 S.
PEACH VALLEY MIN" -DIV. EX
1011, 2354c ((,C2 1.012,200 As
Lor 4, 2.14 Ac.
I. ot 3, 2.00 Ac
Loy 5,P36 Ac. 0 1.016,3.00 Ac.
Exhibit "H"
TOWNSHIP INDEX
ROE 91 W
2-14C;S F) —
T_r'-N{S F>TT 6 —
f 2179-011-00-001
•
O4t3
6n
O
- N T E�IL7
Ui
3e
031
Yount Arlo no.
4
3
4
3
E
1
7
6
5
10
11
2
16
17
16
15
N
13
Is
20
21
22
t3
24
30
29
24
27
26
25
31
32
33
34
35
36
—LEGEND—
'�-wwv /nlerslote ro4nwoy
,_="! ro pn way State and or Federp/
Roved Food (all weather)
�__•-_ Improved hood (dirt)
Jeep Rood (unimproved)
Trail
River
Stream 0, Creeh (dry or flowing)
.ndfVA Reservoir or Coke
Rorlrocd
--� Slone Boundary Line
County Boundary Line
-'_—City Boundary L,ns
—r— - Forest Boundary Line
T — loving District Bo✓ndore L,ee
Township and Range Lin.
Section Lines
Township and Wong* L,nes(unsulreyt0)
— -- — Seel ton Lines (unsurveye0)
Su00,e,s,0' Baunoory
Block Boundary
5761021 2741 Mining C/o,ms
Found Section Corners
---- Rlgn! 0! Woy Lrne
Lot and Parc,! Lines
-1551-7.1"-"(4mb'guous Oesce,p/,on
—•—•— Parcel Boundaries .here 'woe,/ to
clarify boundary hm,ts
0 e T 0,rtston of Property Taxation
5 45 Severed teener i R,gnls
21 Plotted Bloch Numbers
21 County 4ss,pned Btack Numbers
21 county Assigned Ponce/ Numbers
FST1 County dss,gred Number /Or
tmproeemen is on/y
7,e Bor
3
Quarter Section num benne
stgWnce 41,JAtn O SIC,100
DRhls483 LNN
CurCk(o prim.
•.s
647E ey
3- 3. - e 1__- e
REVISION BLOCK
REM/R 45
1412I,m364s 30-40n ,/e4"4,.o.4.4r 540
e•4 JAG 2.t 404‘.440.•4..4•—
CC!
8v480.44,.41
Adjoining 2179
18 041
l 00
lib
1 7=
003 , 004 i • -�
— — _ -�
e 4 Y
T1
C87
N '
oo i —
' Co Re. 326
V
—
• •
Exhibit "G"
X10E-Potts-Ildefonso complex 2
The Ildefonso soil is deep and well drained. It formed in very
strongly calcareous basaltic alluvium and small amounts of eolian materia
Typically, the surface layer of the Ildefonso soil is brown stony loam
about 2 inches thick. The subsurface layer is brown stony loam about 6
inches thick. The underlying material is white very strongly calcareous
very stony loam that extends to a depth of more than 60 inches.
Permeability of the Ildefonso soil is rapid. Effective rooting
depth is 20 to 30 inches. Available water capacity is low. Surface
runoff is medium and the erosion hazard is moderate.
These soils are used mainly for limited livestock grazing and
for wildlife habitat.
The native vegetation on the Potts soil is mainly bluebunch
wheatgrass, western wheatgrass, needleandthrcad, Nevada and Sandberg
bluegrass, fleabane, lupine, big sagebrush, low rabbitbrush, and service -
berry. The native vegetation on the Ildefonso soil is mainly pinyon pine
and Utah juniper. The understory vegetation is Indian ricegrass, needle-
andthread, beardless wheatgrass, junegrass, stemless goldenweed, low
phlox, serviceberry, bitterbrush, mountainmahogany, and big sagebrush.
When the vegetation deteriorates under the pinyon, pine, and junipe
overstory, grasses almost disappear and forbs and woody shrubs increase.
Proper grazing management maintains and improves range condition on
both soils. Seeding on the Potts soil is a good practice on slopes less
than 15 percent .if the range is in poor condition. Suitable plants for
seeding are lluebunch wheatgrass, western wheatgrass, and needleandt.hreac'
X10E-Potts-Ildefonso complex, 12 to 25 percent slopes. These
strongly sloping to hilly soils are on mesas, alluvial fans, and valley
sideslopes. Elevation ranges from 5,00() to 6,500 feet. The average
annual precipitation is about 14 inches, the average annual air temperature
is about 46 degrees F., and the average frost -free period is about 120
days. The Pott soil makes up about 60 percent of the mapping unit and
occupies the slightly concave portions of the landscape. Ildefonso soil
makes up about 30 percent of the mapping unit and. occupies the steeper,
break -like areas.
Included with the soil in mapping are small areas of Morval and
Lazear soils which make up 10 to 18 percent of the mapping unit. Morval
soil is found at the higher elevations within the unit and Lazear soil
is found in areas of shallow soil depth.
The Potts soil is deep and well drained. It formed in eolian
materials on alluvium from sandstone, shale, or basalt. Typically,
the surface layer of the Potts soil is brown loam about 4 inches thick.
The subsoil is reddish brown light clay loam about 24 inches thick. The
substratum is pinkish white loam that extends to a depth of more than
60 inches.
Permeability of the Potts soil is moderate. Effective rooting
depth is 60 inches or more. Available water capacity is high. Surface
runoff is medium and the erosion hazard is nioder•ate.
acm ottIldefonso complex
successful seedings, a good practice is to prepare a seedbed and
.l the seed. Brush management on the Potts soil will improve deterior-
range sites that are producing more woody shrubs than commonly found
'.the native plant community.- Proper management of the vegetation on
defonso soil maintains a wood product and grazing value. Selective
thinning of the pinyon, pine, and juniper overst.ory improves the under -
:story for grazing and provides firewood, posts, and Christmas trees.
Ildefonso soil is suited to the production of pinyon pine and
juniper. It is capable of producing 9 cords:of wood per acre when
stand.attains an average diameter (at a height of one foot) of five
for trees over 44.5 feet high. The low available water capacity
nfluence tree seedling survival.
1i+iildlife usingthese soils for habitat include mule deer, wild
key,chukar, gray squirrel, cottontail rabbit, and some pheasant.
Potential community development is limited by steep slopes of this
pping unit and the high content of stones and lime in the. Ildefonso
The Potts soil is limited for community development by steep
piping.
dopes, low strength,
andStructures to divert
no f are needed to minimize gullying and erosion. Capability subclass VIle.
'T ra .4..r rye+ 4-0+ ''t ,% v ? else*
•
Unit No. XIOb1 Part A
4111
Map
SOIL CHARACTERISTICS
Depth to bedrock
Texture
Surface
Subsoil
Substratum
Unified Classification
Permeability
Percent coarse fragments
(greater thag 3 inches)
Salinity (ECx10i @ 25°C)
pH (surface)
Shrink -swell Potential
Potential frost -action (surface)
Flood Hazard
Hydrologic Group
Corrosivity Steel (uncoated)
Concrete
DEGREE & KIND OF LIMITATIONS
(0 is Slight, M is Moderate, S is
Septic Tank Absorption Fields
Sewage Lagoons
Sanitary Landfill Trench
Area
Shallow Excavations
Dwellings w/basements
w/0 basements
Local Roads & Streets
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill : Poor Slope
Roadfill
Sand
Gravel
Topsoil
f' •17
SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION
•
Loam
Clay loam
Loam
ML, CL
. Moderate
0
6.6 to 7.4+
Moderate
Low
None
B
high
Moderate
Severe)
S Slope
S Slope
S Slope
S Slope
S Slope
S Slope
S Slope
S Slope
Fair Slope, low strength
Unsuited
Unsuited
Poor Slope
•
Map Unit No.X1E Part
SOIL CHARACTERISTICS
Depth to bedrock
Texture
Surface
Subsoil
Substratum
Unified Classification
_j -/c£ .,,
Permeability
Percent coarse fragments
(greater that 3 inches)
Salii'ty (ECx10 @ 25°C)
p °(surface;)
Shrink -swell Potential
Potential frost -action (surface)
Flood Hazard
Hydrologic Group
Corrosivity Steel (uncoated)
Concrete
DEGREE & KIND OF LIMITATIONS
(0 is Slight, M is Moderate, S is
Septic Tank Absorption Fields
Sewage Lagoons
Sanitary Landfill Trench
Area
Shallow Excavations
Dwellings
w/basements
w/0 basements
Local Roads & Streets
SUITABILITY AS A SOURCE OF...
Daily Cover for Landfill
Roadfill
Sand
Gravel
Topsoil
K .15
SUBJECT TO CHANGE. NOT TO BE USED IN PLACE OF ON-SITE INVESTIGATION
: More than 60 inches
Stony loam
Gravelly sandy loam
Very gravelly fine sandy loam
GM, SM
. Moderately rapid
: 0 to 25
6.6 to 7.4
Low
Low
None
B
High
Low
Severe)
Slope
S Slope
• M Seepage
S Slope
S Slope, small stones
S Slope
S Slope
S Slope
: Poor, small stones, slope
Fair , slope
Unsuited
• Unsuited
Poor Small stones, slope, excess lime