HomeMy WebLinkAbout1.0 Application & Referrals• •
July 16, 1973
Planning and Zoning Commission
Garfield County Courthouse
Glenwood Springs, Colorado 81601
Gentlemen:
We respectfully request that you review our preliminary plan on our
planned unit development known as the "Casa Del Monte" condominiums.
The preliminary plans on the 16 unit development include the follow-
ing:
A. Engineers' drawings on -
1. Water plan -storage tank and fire hydrant.
2. Sewage collection and treatment plan.
3. Street profile.
4. Topographical map.
S. Drainage plan.
6. Location map.
7. Geological, soil, vegetation,
and wildlife characteristics.
B. Names and adresses of adjoining property owners.
C. Vicinity sketch map.
D. Copy of water well permit.
E. Copy of covenents and conditions of condominium ownership,
also list of restrictions.
F. Copy of permit for installation of sewage treatment plant.
G. Legal description of property.
H. Any additional supplemental data which has been previously
submitted and which is pertinent to this project.
Respectfully,
f )
"Don Sillivan
P. 0. Box 831
Carbondale, Colorado 81623
RORERT D. SCARROW L.S. PRES. 1 MOR.
TOM WALKER L.S.
ROBERT A. WAMSLEY l.S.
JEAN COLE L.S.
ROSEET L. LONGFELLOW F. E.
•cScazzow and (IN alke , 1nip
Reg. Land Surveyors and Engineers
Box 460
Glenwood Springs, Colo. 8101
October 4 1973
Garfield County Planning and Zoning Board
Glenwood Springs, Colorado 81601
Gentlemen:
Subject: Private road Casa -del -Monte Planned Development.
The road into Casa -del -Monte Planned Development has
a 28 foot right-of-way. A road bed width of 24 feet with
six inches of base gravel ofthree inch size, and crowned
with three inches of crushed top gravel.
Sincere!
ELECTROTAPE
CLARY COMPUTER
WILD THEODOLITE
ZIESS LEVEL
INSTRUMENT RENTALS
i
Robert A. Wamsley
Registered Land Surveyor
{ r, (3k. 3; 045-6346
411
•
DODSON ENGINEERED PRODUCTS, IAC.
P. O. BOX 248
GLENWOOD SPRINGS, COLO. 81601
9/13/73
Mr. Don Sillivan
P.O. Box 837
Carbondale, Colorado
Dear Mr. Sillivan, RE: CASA-DEL-MONTE
PLANNED DEVELOPMENT
We have been requested to offer a professional
review of the water, sewage, and storm drainage
requirements for the Casa -Del -Monte development.
The field work, surveys, maps, etc. and
original studies have been performed by SCARROW &
WALKER REGISTERED SURVEYORS.
We offer the following technical information
for your use:
WATER SYSTEM:
The proposed development contains four - Fourplex
apartment units for a total of 16 apartments. Each
apartment contains two bed rooms.
Using an average of 3.2 persons per apartment
and an average consumption of 300 gallons per day per
capita, the total daily domestic water demand would be
16 x 3.2 x 300 = 15,360 gallons per day.
N
5F_Wcr;.
iL
We are proposing two plans for providing this water
service:
PLAN 1
In this plan, the water well pump would pump directly
into a pneumatic pressure tank, thence into the water mains
for use by the 16 apartments. The water well pump operating
1/3 of the time would require a pump capacity of:
15,360 gallons/1440 minutes per day x 3 = 32 GPM.
If the water well was not capable of producing 32 gallons
per minute, a lower capacity pump could be used and operate
more than 1/3 of the time
PLAN 2
In this plan, it is recommended that a 20,000 gallon
gravity storage tank be provided, preferably underground.
This tank would not be a pressure tank.
• 1
Mr. Don Sillivan
9/15/73 Page 2
A low capacity well pump would be used to pump
water into the storage tank. This pump could be rated at
10 to 12 gallons per minute or whatever capacity the
well would safely deliver, A pressure pump with a 500
gallon pressure tank woula be used to maintain water
pressure in the distribution system.
This plan lends itself well to the project herein
described should the water well prove to have a low production
capacity - say, only 10 to 15 gallons per minute.
FIRE PROTECTION:
Plan No. 1 will provide very little fire protection.
Plan No. 2 offers two possibilities for fire protection:
(a) A manhole with a hinged cover would be provided in the
gravity storage tank to allow a fire truck to take water
for its pumper. The fire truck can stand in one position
by the storage tank while the fire hoses are used at any one
of the four apartment buildings.
(b) A high capacity (300 to 500 GPM) stationary fire pump
can be installed in a position for drawing water out of the
storage tank and dischargin; into the water mains for use
out or fire hydrants.
• •
9/13/73 Page 3
Mr. Don Sillivan
SEWAGE TREATMENT:
The proposed development of Four - fourplex
apartments would create the following daily flow of
domestic sewage:
16 x 3.2 persons per apartment x 100 gallons pet day
per capita = 5100 gallons per day total.
It is recommended that a single sewage treatment plant
of the extended aeration type be used with a minimum
hydraulic loading capacity of 5000 gallons. The plant
should be capable of meeting the following discharge
standards as set forth by the Colorado State Department
of Health:
Suspended solids 30 Mg/L
BOD 30 Mg/L
Turbidity 30 JTU
Color 30 Units
A dual treatment system using Two treatment plants each
with a hydraulic capacity of 2500 gallons may be used
providing the above standards can be met.
The treated effluent from the sewage treatment facilities
may be disposed of in one of three suggested methods:
(1) LEACH FIELD: This method employs the use of perforated
pipes laid in gravel packed trenches 3 feet wide. The
total length of perforated pipe is determined by the results
of percolation tests in the leach field area. It is reported
that the percolation tests here indicated a rate of absorption
of one foot in five minutes or 2.4 inches per minute.
Using the U.S. Dept. of Health publication #526, the required
absorption area is between 85 and 100 square feet per bedroom.
Using, say 91 SF., 32 bedrooms x 91 SF = 2912 SF total area
required. Dividing by 3 feet gives 970 lineal feet of drain
trench required.
(2) DRY WELLS: This method employs the use of buried dry
wells with a perforated surface area totalling the same
area of 2912 square feet as determined under the Leach Field
plan. The dry wells should be set deep enough in the ground
to allow full absorption capabilities.
(3) POLISHING POND: A five-day holding pond may be employed
to stabilize and polish the sewage plant effluent. The
hydraulic capacity of this pond should be a minimum of:
5 x 5000 gallons = 25000 gallons.
Some owners elect to plant trees and shrubs around polishing
ponds.
410 411
Mr. Don billivan 9/13/73 Page 4
DISINFECTION:
Disinfection of the Sewage Treatment plant effluent
will be required using an adequate chlorinator and chlorine
contact chamber.
Respectfully submitted,
Stanley L Dodson P.E.
ILO./IIT D. SCAKROW 1.1. P111. i MOL.
TOM WALKER 1.3.
Wit IT A. WAMSLEY L.f.
JEAN COLE 1.3.
*ORM 1. LONOPEU.OW P.5.
• c5 callow and (14/aLI el., hal"
Reg. Land Surveyors and Engineers
Box 460
Glenwood Springs, Colo. 81601
July 11, 1973
Garfield County Planning and Zoning
Garfield County Court House
Glenwood Springs, Colorado
81601
Dear Chairman:
The water system for Casa -Dei Monte Planned Unit Development was
designed based on the following parameters:
Persons per Unit 4
Capacity 200 gpcd
Irrigated Area (Lawns) 0.30 acre
Fire Protection - Figured with information
from the Glenwood Springs
Fire Department.
At this time there is no well drilled on this property, so we checked
some of the flows of the wells in this area and found them to be
from 10 gallons per minute and above.
It is therefore recommended that a storage tank of 20,000 gallon
capacity be used.
Robert A. Wamsley L.S. 7972
Robert L. Longfellow P.E. 9279
I IECTSOTA►/
CLARY COMPUTER
WILD TN1ODO1Rt
111111 1tYll
IMftIIMA4MI IIMTA1{
%oitt511
•
Application must
be comp •, to whir e
applicable. Tyne or
print in Bl ACK
INK. Nu overstr ikes
or erasures unless
initialed.
CO ADO DIVISION OF WATER RESOUS
101 C.lum ne Bldg., 1845 Sherman St., Denver, Colors 0203
PERMIT APPLICATION FORM
( ) A PERMIT TO USE GROUND WATER
PC) A PERMIT TO CONSTRUCT A WELL
FOR: ()() A PERMIT TO INSTALL A PUMP
( ) REPLACEMENT FOR NO
( ) OTHER
12
w.st.. 'iSOUaCFS
c('.) STAT: - .. fo
(1) APPLICANT - mailing address
NAME RelN2/ r C .
STREET/I' "It/ �6X //
S/ 7
CITY sr--/rit�L41,=L'�,�d,../js CcLa. ,P/e.
(state) / (Zip)
TELEPHONE NO ?yr- 57 3
(2) LOCATION OF PROPOSED WELL
County (i/7/.'F/oe‘d
SO) % of the S va %, Section fo
Twp. 7 Rng• 6 P.M.
r
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gpm) S )
Average annual amount of ground water /
to be appropriated (acre-feet):
• Number of acres to be irrigated: .d
Proposed total depth (feet): r200 '
Aquifer ground water is to be obtained from:
✓"? 4 e
Owner's well designation
GROUND WATER TO BE USED FOR:
V) HOUSEHOLD USE ONLY • no irrigation (0)
( ) DOMESTIC (1) ( ) INDUSTRIAL (5)
( ) LIVESTOCK (2) ( ) IRRIGATION (6)
(x) COMMERCIAL (4) ( ) MUNICIPAL (8)
( ) OTHER (9)
/G
(4) DRILLER
Name
/✓l; r/Lc i,✓y
Street _ _IJ 7, ./ / o,< 3 " 5
FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN
City C/►i--1'60.-Vale(° C_'GLe. 13'/.26/
(State) (Zip)
Telephone No. 2Ki' }/i/ Lic. No. 4 97
1
Receipt No Va fi9..? /
Basin Dist.
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause
no material injury to existing water rights. The
issuance of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
PRIOR TO THE CONSTRUCTION OF THIS WELL A DECREE
FOR THIS DIVERSION OF GROUND WATER TRIBUTARY TO
THE ROARING FORK RIVER MUST BE APPLIED FOR IN
THE DIV. WATER COURT. �+
f
APPLICATION APPROVED
PERMIT NUMBER
DATE ISSUED
t.
1.
017261.—
JUN 4 1973
EXPIRATION DATE
JUN 4 1974
(5) THE LOCATION OF THE P SED WELL and the area on
which the water will be used must PFO
Indicated on the diagram below.
Use the CENTER SECTION (1 section, 640 acres) for the well location.
+ - - •- - + - +- - 4- — + — — + — -4-
��-1 MILE, 5280 FEET
NORTH SECTION LINE
I
1
II
1
1
1
ECTION LINE
+ + +% 745 Sr.9+w °D
The scale of the diagram is 2 inches = 1 mile
Each small square represents 40 acres.
1
(6) THtLL MUST BE LOCATED BELOW'
by distances from section lines.
•1
7 5-0 ft. from
Sc� r_'TH sec. Zine
(north or south)
'Vv U ft. from W e S sec line
(oast or wast)
LOT BLOCK FILING ,
SUBDIVISION
(7) TRACT ON WHICH WELL WILL BE
LOCATED
No. of acres �•.S1`'.�ICve'S >` az Will this be
the only well on this tract? y45
(8) PROPOSED CASING PROGRAM
Plain Casing
in from O ft to / 74 ft
in from ft to ft
Perforated casing
in from / ft to e:=; / ft
in from
ft to ft
WATER EQUIVALENTS TABLE (Rounded Figures)
An acre-foot covers 1 acre of land 1 foot deep
1 cubic foot per second (cfs) ... 449 gallons per minute (gpm)
A family of 5 will require approximately 1 acre-foot of water per year.
1 acre-foot ... 43,560 cubic feet ... 325,900 gallons.
1,000 gpm pumped continuously for one day produces 4.42 acre-feet.
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and plans for plugging
it:
(10) LAND ON WHICH GROUND WATER WILL BE USED:
Owner(s): oit7 Er (��%rct
Legal description• . f1 / yy -9w //7 Sec ( 7-A//' 7 ZNy Y'y
(11) QETAILED DESCRIPTION of the use of ground water:
No. of acres: /. SP
�6•er?c' C, 9L — 40 "/ d --A • 7,/4TS
(12) OTHER WATER RIGHTS used on this land, including wells.
Type or right
/1/o /V ( '
Used for (purpose)
4/0/2/6-
Description
O/2/CDescription of land on which used
ot/orvf
(13) THE APPLICANT(S) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
RU TO THE BE HIS KNOWLEDGE.
;/lei/.���c.
SIGN • • RE OF APPLICANT/SI
i
Use additional sheets of paper if more space is required.
SCS -s ..
1-j
FILE CODE SOILS -I2
69E
g_sub3ecttorevision
KN
SOIL SURVEY INTERPRETATIONS
Light colored, deep, well drained soils; loam texture; may be calcareous
throughout; typioally less than 5 percent coarse fragments of shale and
sandstone; developing in outwash derived from gypsum -bearing shales, and
from sandstone; 000urs on steep fan positions.
U. S. DEPARTMENT OF s TURE
SOIL CONSERVA r'.,,, tRVICE
Zigweid - Ustollio Camborthid
fine -loamy, mixed, mesio
MLRA- 48
TB 4/72
TIMATED PHYSICAL AND CHEMICA
MAJOR.
SO.L -
HORIZONS
,wCHESIT.
CLASSIFICATION
COARSE
FRACT.
> 3 'N
PERCENTAGE LESS THAN 3 ,NCHES
PASSING SIEvE NO ---
�L
PI
PERMEA-
On. n.l
In
AVA'LABLE
AATEa
InP<_Iry
SOIL
REA(oH, ON
(DNI
tEC x c
t25CIG
?25•G
SHRANK-
POTSWE
POTENTIAL
POTENTIAL
FROST
ACT ON
USDA
TEXTURE
UN:F,EO
AASHO
r
4
k
I 0
40
200
0-60
loam
ML
A-4
100
100
85-9550-65
.63-2.0.10-.15
8.3
low
low
low
s`°" -C.: E,":;#4,_... ,-ARDPAN _ FLOOD HAZARD Rare to frequent, depending on position and
drainage area
✓EbT.- '„ SE 4$0\A',.. -.:GH *ATERTAB_[ Deep - . NTDROL C GROLP B
SUITABILITY AND MAJOR FEA
""
Fair -ohannarY,
gypsum oontent
GRAVEL
Unsuitable
SA'c
Unsuitable to poor
COR ROSIv,TY -CONCRETE _
ROALFILL
Fair - texture, gypsum content
DEGREE OF LIMITATION AND MAJCR SOIL FEATURES AFFECTING SELECTED USE
_OCAL WAGS ANC STREE T<_Severe - slope , subject to piping
SEP -.0 TANK FILTER FIELDS Severe - slope, gyp content
SHALL':A Exi. AVAT,ONS Moderate - slope
SE *AGE LAGOONS Severe to unsuitable
.D`AELL NGs Severe - steepness of slope, gypsum content
CORROS•vITY- uNCOATEDSTEEL.
RESERVOIR AREA Severe limitation due to gyp content,-
permeability
COR ROSIv,TY -CONCRETE _
RESERVOIR EMBANKMENT; ML textures,
, gyp content
- -
»a.....,...-. -„ ..
69D 6 to 12 percent slope
69E Zigweid Loam 12 to 25 percent slope
This is a deep light brownish colored soil. It is a loam or very fine
sandy loam in texture throughout. It is well drained with moderate
permeability. This soil is commonly high in gyosum conteal. It occurs
on alluvial fan positions from outwash off at gyosum hills. Elevations
range from 5500-7000 feet and the annual precipitation varies from 13 to
16 inches. Primary use is for irrigated pasture and hayland and some
rangeland.
LCU 69D Vis (non -irrigated) IVs (irrigated)
69E Vls (non -irrigated) VIs (irrigated)
Range Site: Rolling Loam
4441
r
y+ctj 5 72
Application must
be comp to where
applicable. Type or
print in BLACK
INK. No overstrikes
or erasures unless
initialed.
CO•ADO DIVISION OF WATER RESOES
101 C,lumbirie Bldg., 1845 Sherman St., Denver, Coloraoo 80203
ggrIJ
//
PERMIT APPLICATION FORM
( ) A PERMIT TO USE GROUND WATER
() A PERMIT TO CONSTRUCT A WELL
FOR: (X) A PERMIT TO INSTALL A PUMP
( ) REPLACEMENT FOR NO.
( )OTHER
IR' L7
,_v
'ESOURCES
STAT:_ - . _.. r -R
(1) APPLICANT - mailing address
NAME Re -4-3(21 -r 2 . e mss+/3C/
7
STREETG:--/- /?ate //
�/� , /
CITY ,?/1/a1(%E7eR Medi/✓jS CC Lo.
/ (State) / (zip)
TELEPHONE NO. ?S/1 - �� 3
(2) LOCATION OF PROPOSED WELL
County (;Ai'Fie,LCI
SIA) % of the S %, Section to
Twp. 7 5' , Rng. � �.� , 154
P.M.
(3) WATER USE AND WELL DATA
Proposed maximum pumping rate (gpm) .SU
Average annual amount of ground water
to be appropriated (acre-feet):
Number of acres to be irrigated: C3
Proposed total depth (feet): c��d
Aquifer ground water is to be obtained from:
Owner's well designation
GROUND WATER TO BE USED FOR:
V) HOUSEHOLD USE ONLY - no irrigation (0)
( ) DOMESTIC (1) ( ) INDUSTRIAL (51
( ) LIVESTOCK (2) ( ) IRRIGATION (6)
(K) COMMERCIAL (4) ( ) MUNICIPAL (3)
( ) OTHER (9)
/C
etry f»'7/r//arvt, f )/)ar C,vr S d** 1/4",
(4) DRILLER
Name
17? 7)r /LG,,u,
Street _ _2?_ •- f / B cy< 3 0 - eg
City (/?t'/JJ(' doLv, J'/.26/
(State) (ZIP)
Telephone No. p/Sl t`/ f Lic. No. 9 7
FOR OFFICE USE ONLY: DO NOT WRITE IN THIS COLUMN
Receipt No. VC 49..' /
Basin Dist.
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause
no material injury to existing water rights. The
issuance of the permit does not assure the applicant
that no injury will occur to another vested water
right or preclude another owner of a vested water
right from seeking relief in a civil court action.
PRIOR TO THE CONSTRUCTION OF THIS WELL A DECREE
FOR THIS DIVERSION OF GROUND WATER TRIBUTARY TO
THE ROARING FORK RIVER MUST BE APPLIED FOR IN
THE DIV. WATER COURT.
APPLICATION APPROVED
PERMIT NUMBER
DATE ISSUED
017261--
JUN
1'761-
JU1-1 4 1973
EXPIRATION DATE
JUN 4 1914
r
0.1
S'T )E ENGINEER)
BY —s;,[ ✓� - ��- "`-.,' C�-r'^_"ti.. �"
I,D. ` 3(S' COUNTY -13
(t_r) THE LOCA1 ION OF THE PEOSED WELL
which the miter will be used must be indicated on the
Use the CENT ER SECTION (1 section, 640 acres) for t
+— --f- --{- — --+—+— -f
1 MILE, 5280 FEET �I
± + + + + + +
4_NORTH+.
NORTH SECTION LIN
I
- 4- -
i
I
1
- -f- -
I
1
I
TION LINE
and the area on
diagram below.
he well location.
+
—
(6) TH•LL MUST BE LOCATED BELOW`
by distances from section lines.
7 so ft. from S, Ty sec. line
(north or south)
eiC,CD ft. from
Cmc 5,
(east or west)
LOT BLOCK FILING u
SUBDIVISION
sec. line
(7) TRACT ON WHICH WELL WILL BE
LOCATED
No. of acres/•� 9.QCv' S !-" — Will this be
the only well on this tract?
yes
The scale of the diagram is 2 inches = 1 mile
Each small square represents•40 acres.
WATER EQUIVALENTS TABLE (Rounded Figures)
An acre-foot covers 1 acre of land 1 foot deep
1 cubic foot per second (cfs) ... 449 gallons per minute (gpm)
A farmly of 5 will re:auire approximately 1 acre-foot of water per year.
1 acre-foot ... 43,560 cubic feet ... 325,900 gallons.
1,000 gom n,mhed continuously for one day produces 4.42 acre-feet.
(8) PROPOSED CASING PROGRAM
Plain Casing
in. from _ 0 ft. to
ft
in from ft to ft
Perforated casing
7 in from / .1r% ' ft to
o?Ov/
ft
in from ft to ft
(9) FOR REPLACEMENT WELLS givedistance
and direction from old well and plans for plugging
it:
N/
(10) LAND ON WHICH GROUND WATER WILL BE USED:
Owner(s): e" 6"2T E, es ,41
Legal description- .S611 / Sw "/V Sec G 7A 7 //7 F7
(11) DETAILED DESCRIPTION of the use of ground water:
A,; 4-2 ; Z C�� e_ - a,v G�o,41 i /t..) r /-'7/9i`1 R- -7.41(2iti7-5
No. of acres• 1, 5?
(12) QIHEI-LWALTER RIGHTS used on this land, including wells.
Type or right Used for (purpose)
��/0 iv o✓
Description of land on which used
a✓nNr
(13) THE APPLICANTS) STATE(S) THAT THE INFORMATION SET FORTH HEREON IS
RUE ,) TO THE BEST'@f HIS KNOWLEDGE.
SIGNA URE Of APDL !CANTISI
i
Use additional sheets of paper if more space is required.
Gas a. ` D��-----,-1-�j
e_d.c p4n'I_,5
/9o,
y06 -` y.c.zsews
Jbler .'—De
• 06'SCQ on S acerin'arc II&boLL2 �1L �i2e�rS
/60, a/ r- . C d r 7 d a /` �1 p
�u Q * t^ e s , J% __u_ coo
712 L__ m and
1027So_
-/a, GOO Qlper- da
�,-rets' /Ur /l_1i1,a ' as oI e r,
Gc1 f' l Ls I' +/ r c • / Cc? cYa .1e. r/e "i a ei of ' 4/,1/ 6e
-I S4 -or
scI,a_hw .71---A
-12
Sca1�c Q,� 3 dc�P
c•
�` mer �GB_i2__-1Stt�� Ccs oC
e,_r t✓..... -7/ 4e
rg _[.SS.. S_cc_.-�•1_c t n
_/_e;r c 7 /C> rpt I / h r 1. A e' _.. V u . ?..f_4.2s
9vx co - 073yo0 •
4/57 j-/
0_2: _:_ 6.5 eel)/ C 11r1
• 40 5 C Uk5ij__ .* 9 7. 9 cel
ALd ,Ln2w i n `7 0 P /s
5 oLAid e sem. ' ',c,e,-z?L
9
tent .tve-sab,L.cttorovisiori
U S. DEPARTMENT OF sf TURE
501E CONSERVA. - RVICE
69E Zigweid - Ustollio Camborthid
fine -loamy, mixed, mesio
IL IA•. pr.;,
Light oo1^re_sd, deep, well drained soils; loam texture; may be caloareous
`yioally less than 5 percent coarse fragments of shale and
sandstone; r; v eloping in outwaah derived from gypsum -bearing shales, and
from sandstone; occurs on steep fen positions.
S
–60
loam
aSc I
:.(.7 I
ESTIMATED NHY'siCY'_ 'Ni-
.ERLE'. "AGE -ESS T -A`, ..:•tS
P SiNL vtVE NC -
M L A-4 ! 100 100
I
I
4'
85-9550-65
ICAL PROPERTIES
BIL T
r -
AVAILABLE
NATER
CA 17 ,C Ty
SOIL
REACTION
(pNi
.63-2.4.10-.15 8.3
"LR' 48 TB 4/72
SAL
EG.
-25'C
SHRINK
SWELL
POTENTIAL
low low
POTENTIAL
FROST
ACTION
low
Rare to frequent, depending on position and
drainage area
— ---�. :Y APJ) ""1C rr';_ L _I, =i;tl RESOUR:t MATERIAL
Fair – c:`tannerv, ,7,7p2,11m oontent
tO pn•_
_1111 _,;E
T:nsuitable
Fair - texture,„rpsum content
S.^'L FES_ _:RES AE=ECTING SELECTED USE
I
i
.<.
F - Severe - slope , s-;hec'• to piping
—
TAN. FILTER FIELDS
Severe - slope,
gyp content
I
"c•'er&. ,r - s 1o;:e
Ai- '+` Severe
to unsuitable
Severe - steepness of slope, .gypsum oontent
,_,•„... . '~ -. uNCOATEO STEEL
Severe limitation due to gyp oontent,
permeability
1ORN;>,VIT-, _ CON: ,c
RE SE r 11 11.
•R ,E ^EIANK^+ENT
ML textures, gyp oontent
••,••• 01111. 1.71