HomeMy WebLinkAbout1.0 ApplicationROBERT D. SCARROW L.S. PRES. & MGR.
TOM WALKER L.S.
ROBERT A. WAMSLEY L.S.
JEAN COLE L.S.
ROBERT L. LONGFELLOW P. E.
October 17, 1972
11°cscazzow and ' / aikez, 'Jnd.
Reg. Land Surveyors and Engineers
Box 460
Glenwood Springs, Colo. 81601
RE: PANORAMIC MESA SUBDIVISION
Board of County Commissioners
Garfield County
Glenwood Springs, Colorado 81601
The following cost estimates are submitted in answer to Garfield County
Planning Commissions request.
Items listed are as follows:
1. 2,800 feet ± of four inch P.V.C. water line and connections
installed.
2. 20,000 gallon water tank with eighteen inch manholes
3. Four 4inch fire hydrants with two inch caps
4. One submersible pump
5. Roads to County Specifications
ELECTROTAPE
CLARY COMPUTER
WILD THEODOLITE
ZIESS LEVEL
INSTRUMENT RENTALS
$ 7,000.00
$ 2,000.00
$ 1,260.00
$ 250.00
$ 4,000.00
$14,510.00
Submitted
Reg1'stered Land Surveyor
I have estimated the above items t6 be not
1
i
r is rat tet
o► -rt D. :carroty
County rveyor
• •
AGREEMENT
THIS AGREEMENT made and entered into this 17th day of
OCTOBER , A. D. 1972, by and between FIGURE EIGHT
DEVELOPMENT CO., a co -partnership, whose address is 204 Eighth
Street, Glenwood Springs, Colorado 81601, hereinafter referred
to as "first party", and THE BOARD OF COUNTY COMMISSIONERS of
the County of Garfield, State of Colorado, whose address is
Court House, Glenwood Springs, Colorado 81601, hereinafter
referred to as "second party", WITNESSETH:
WHEREAS, first party is in the process of developing
Panoramic Mesa Subdivision near Silt in the County of Garfield,
State of Colorado; and
WHEREAS, the second party, pursuant to its duties, requires
in connection with said development that road, water and sewage
systems be developed according to certain minimum regulations
and requirements;
NOW, THEREFORE, for and in consideration of the promises
and agreements herein contained, the parties hereto hereby
agree as follows:
1. That the road system to be constructed by or in behalf
of first party in connection with Panoramic Mesa Subdivision
shall be constructed so as to meet road requirements set forth
in regulations and specifications as presently in effect and
adopted by The Board of County Commissioners of Garfield County,
Colorado;
2. That the water system to be constructed by or in behalf
of first party in connection with said subdivision shall be
constructed so as to meet water system requirements set forth
in regulations and specifications as presently in effect and
adopted by The Board of County Commissioners of Garfield County,
Colorado;
3. That the road system and water system above referred
to shall be completed by or in behalf of first party on or
before November 1, 1973;
4. That each individual lot owner in said subdivision
is to complete his own sewage system in connection with the
improvement and development of his lot and such owner will
be apprised, by first party, that his sewage system must be
developed in accordance with the specifications and regulations
as presently in effect and adopted by The Board of County Commissioners
of Garfield County, Colorado;
5. That construction and development of the road and
water systems in compliance with such regulations shall be
acceptable to second party and upon completion thereof shall
be approved by second party and first party shall then be
released from further obligations in connection herewith and
any security given in connection herewith shall also then be
released;
6. That first party hereby agrees to secure its performance
of the terms and conditions to be met by it in accordance with
this agreement with the sum of $15,000.00, and payment of said
sum shall be evidenced and secured by a deed of trust to the
Public Trustee of Garfield County, Colorado, naming second
party as beneficiary, and covering certain real property in
the vicinity of Three Mile Creek in Garfield County, Colorado,
which property is presently owned by Robert D. Scarrow and
Cynthia M. Scarrow.
FIGURE EIGHT DEVELOPMENT CO.
By
Getral Partner
THE BOARD OF COUNTY COMMISSIONERS
OF GARFIELD COUNTY, STATE OF COLORADO
By
Chairman
• •
ARTICLES OF PARTNERSHIP
F TGURE EIGHT DEVELO= \ I 03.
THESE ARTICLES OF PARTNERSHIP, =de and c_.red into
27th day of April, A.D. 1, 2, by and between I.O ER2 D. SCARROW,
JEAN COLE, ROEERT A. WAMSLEY, DENNIS O. ERLDLEY, C A RRI E M.
MARION, C. Tn SIEVES, FRANK W. HARRIS\CO=c, and GARY D. 3ERSCT AVER,
WITNESSETH:
W
EREAS, the partners desire to associate themselves together
in a partnership business for the purposes hereinafter set forth;
and
WHEREAS, the partners desire to reduce their agreement
to writing;
NOW, THEREFORE, the undersigned 1,=>ar- hers hereby associate
themselves together subject to the following terms, conditions,
stipulations and agreements:
ARTICLE I- NAME AND 0 21-V S
Section 1. The business name of the partnership formed
hereby shall be Figure Eight Leve_:,_ --.,ent Co. The principal
place of business shall be located at Glenwood Springs, Colorado.
Section 2. This par tner shin is formed Lac. organized for
the purposes of operating and conducting a business of invest-
ments in real estate and other pro- erty and to own, :.old, rent,
lease or otherwise caul in notes, securities or any and ail
kinds of real or personal property.
ARTICLE II - CAPITAL CONTRIBUTIONS, ACCOUNTS
AND WITHDRAWALS
Section 1 The original capital of this partners:.- shall
consist of cash and other Propertj, the total value o2 which
is set forth in Section 2 c2 this &=32523.
Section 2. The individual capital account o2 each•/a=t=e=
shall be maintained on the books c2 the.partne ship and the
following percentages and amounts of the ort/Seal
tributions are as follows, to -wit:
& XME
R bent D. Scarrow
J an Cole
Robert A. Wamsiey
Dennis 0. Bradley
Carrie M. Marion
Cf Tim Sievers
Ffank W. Harrington
Gary O. Berschauer
UNT
%6,375.00
%3,375.00
831375.00
24,375.03
$4,375.00
$4,375.00
}2,375.00
%2,375,00
capital
con -
7, 2r, FT, 2
Total $35,000.00
Section 3. Except by agreement of all partners or upon
dissolution of this partnership, the cay2ta2 shalt not be
subject to withdrawal by any partner.
ARTICLE III - PROFIT 1 <S SOSSZS
S ction 1. The ret profits or net losses of the partner-
ship s. all be cr &iced or chargees 3o each 02 -2e partners in
the proportion which each of their capital contributions to
the partnership, as set forth in Article 2I hereinabove, Sears
to the total of said capital contributions;
Section 2. Individual income accounts of the respective
partners shall be maintained on the books of the partnership
and•tne profits or losses of the Partnership shall be credited
or debited to their respective income accounts as soon as prac-
ticable after the close of each fousiness year;
Sction 3. Except by agreement of all partners, the
capita accounts of each partner shall remain unchanged and.
-2-
all income accounts shall be considered as current accounts
payable to or receivable from the partners, as the case may
be.
ARTICLE IV - 11`NAGI __. \r-_. _..:_._S
Section 1. The business affairs of the partnership shall
be under the direct control and management of one or ::,ore of
the partners, or their legal representatives, as t..c,y shall
determine from time to time.
Section 2. Each of the partners shall devote whatever
time 'and attention may be necessary to the coo -ration of the
partnership business.
Section 3. No partner shall be entitled to draw any salary,
or to be compensated, for any services rendered to the partnership
business unless authorized by a majority of the partners. In
the event any salaries or compensation for services rendered
to the partnership shall be paid to a partner, the same shall
be treated as an expense of the operation of the partnership
business in determining the results of operation for any taxable
• year.
ARTICLE V - POWER TO BORROW MONEY
Section 1. With the prior approval of all partners, the
partnership may borrow money and cause the partnership's note,
or notes, to be executed in favor of the lender upon such terms
and conditions as may be required, and a::y and all such notes
of the partnership may be executed by any one or more of the
partners.
ARTICLE VI - TERM 0= EXISTENCE
Section 1. The partnership shall commence upon the date
of execution hereof and shall terminate as hereinafter provided.
-3-
ARTICLE VII - TERMINATION AND DISSOLUTION 07
Section 1. The partnership may be dissolved
by agreement of the partners, in which event the
at any time
partners shall
proceed to liquidate the p _ t_:crship. The assets of the
partner-
ship business
order:
shall be used and distributed in the following
(a) to pay or provide for the tayraent of all partnership
liabilities and liquidating expenses and obligations,
(b)
(c)
th e
(d)
and
(e)
the
to equalize the income accounts of
the
to discharge the balance of the income
partners,
to equalize the capita_ accounts of the
to discharge the balance of the capital
partners.
partners,
accounts of
partners,
accounts of
Section 2. Any partner shall have the right to retire
from the partnership at the end of any fiscal year upon giving
the other partners at least sixty days.notice thereof. The
retirement of a partner shall not prevent the continuance of
the partnership business by the remaining partners. The remain-
ing partners shall have the right either to purchase the retiring
partner's interest in the partnership or to terminate and liquidate
the partnership. If the remaining partners elect to purchase
the interest of the retiring partner, they shall notify the
retiring partner thereof within thirty days after receipt of
his notice of intention to retire.
(a) If the remaining partners to purchase
of the retiring partners in the partnership, the
price and method of payment shall be the same as
in Section 3 with reference to the purchase of a
interest in the partnership.
elect
the
interest
purchase
stated
decedent's
(b) •If the remaining partners do not elect to purchase
the interest of the retiring partner, the partners shall
Proceed to liquidate the business of the partnership. The
procedure as t0 liquidation and distribution of the assets
of the partnership buusiness shall be the same as stated
in Section 1 with reference to voluntary termination.
Section 3. Upon the death of any partner, the surviving
J
partners shall have the right to (a) purchase the interest of
the decedent in the partnership or (b) terminate and liquidate
the partnership business, or (c) continue the partnersip•
business, with the legal representative of the deceased partner's
estate succeeding to the deceased partner's interest in the
partnership, unless such legal representative shall elect not
to continue such business. If the surviving partners elect
to purchase the decedent's interest, the executor or admini—
strator of the deceased partner shall be notified or, if at.
the time of such election no legal representative has been appointed,
such notice shall be given to any one or :.ore of the known legal
heirs of the decedent at the last ;mown _.dress of such heirs,
within thirty days after the deceased tuner's death.
(a) If the surviving pa: s elect zo -chase the decedent's
interest in the Partnership, the u-o__LLc, 7_,:::__::e shall be
equal to the decedent's Capital account, ee ed j usted to i
the fair market value thereof, as at the Laze of his death
plus the decedent's income account as of the end of the
fiscal year, i:....,ediately preceding date of Leat., increased
by the decedent's share of partnership profits or decreased
by the decedent's share of partnership losses for the period
from the beginning of -Lie fiscal ye _: in which his death
occurred until the end of the calenc ::.c__th in which his
Leath occurred, and decreased by withdrawals charged to
his income account during such period. The purchase price
shall be paid within six months after the end of the calendar
month in which the decedent's death occurred.
b) If the surviving partners do not elect to p u_:c use
the interest of the decedent in the partnership, he Business
of the partnership shall be liquidated, unless the sarviv-
ing partners and the legal representative of the deceased
partner's estate agree to continue the partnership business,
in which event such legal representative shall be construed
as a substituted partner, and these Articles of Partnership
shall continue in full force and effect. If the partnershL2
is liquidated, the surviving partners and the estate of
the deceased partner shall share equally in the profits
and losses of the business during the period of liquida-
tion, except that the decedent's esta-�e-:.all not be liable
for losses in excess of the aecedeht ' s interest in the
p artners'rlio at the time of his c eLth. No compensation
shall be paid to the surviving -oL2tn=s for services in
liquidation. Except as oth erw_ze stated,, the procedure
as to liquidation and diLtribu- _on of the assets of the
partnership business sha__: be t:.e same as stated in Section
1 with reference to volu:_t:ry termination.
ARTICLE VIII - POWERS AND LIMIT_':TIONS OF PARTNERS
Section 1. The partners shall deposit the funds and monies
of the partnership in such banks as may be approved by a majority
of the partners. All checks drawn upon
any partnership bank
account, savings account or otherwise, shall require the signature
of one or :,ore of the partners, or any agent or manager of the
partnership, as a majority of the partners shall determine.
Section 2. The powers and limitations of the respective
partners are as follows:
(a) Any partner, after obtaining the prior consent of
the other partners, may:
(1) borrow money in the name of the partnershiP for
partnership purposes or utilize collateeral owned by
the partnership as security for such loan,
(2 assign, transfer, Pledge, compromise or release
any of the claims cf, or debts due, the partnership
or arbitrate or consent to the arbitration of any
controversies of the partnership,
(3) make, execute cr deliver any assignment for the
benefit of creditors or bond, confession of judgment,
chattel mortgage, deed, guarantee, indemnity bond,
surety bond, or contract of sale of a_w or sub-
stantially all of the partnership assets, and
(4) lease or mortgage any partnership real estate
or interest therein and enter into any contract for
any such purpose.
ARTICLE IX - MISCELLANEOUS
Section 1. Proper and complete books of account shall
be kept at all times and shall be open to inspection by any
-6-
of the partners or a duly authorized legal representative at
any reasonable time or place.
Section 2.
The parties hereto covenant and agree that
they will execute any further instruments and will perform any
and ail acts which are, or may become, necessary to effectuate
and carry out the purposes of the partnership defined by these
Articles of Partnership.
Section 3. These Articles of ?artnership may be amended
at any time with the consent and approval of all partners.
IN WITNESS WHEREOF, the parties hereto have subscribed
their names to these Articles of Partnership the day. and year
first above written.
Robert D. Scarrow
Jean
7/ /
robes- A. ria.aslcay
Dennis 0. :Braley
Marion
C. Tim Sievers
a=.c,
W.
Gary D. Serschauer
PROTECTIVE COVENANTS
FOR
PANORAMIC MESA SUBDIVISION
The undersigned, FIGURE EIGHT DEVELOPMENT CO., a co-
partnership, being the owner of all the property contained in
Panoramic Mesa Subdivision as platted, does hereby declare
that the use and development of said Panoramic Mesa Subdivision
shall be subject to the terms And conditions as hereinafter
set out, to -wit:
A - RESIDENTIAL LAND USE
(1) That the property subject to these protective covenants
is described as Lots 1 to 19, inclusive, Panoramic Mesa
Subdivision, and shall be used for residential purposes
only, and for no other purposes whatsoever, including,
but not exclusively, any commercial or business purposes,
hospital, sanitorium, public theater, bar, restaurant,
church, club, lodge, eleemosynary purpose or place of
entertainment;
(2) That no building shall be erected, placed or altered
upon any lot until the construction plans and specifications
and a plan showing the location of the structure upon
the lot has been approved by the Architectural Control
Committee as to the quality of workmanship, materials,
exterior design and harmony with the existing structures
and as to location with regard to finished grade elevations;
(3) That no building shall be erected, placed, altered
or permitted to remain upon any lot containing not more
than two acres other than one detached single-family dwelling
not to .exceed 1-1/2 stories in height, a private garage
for not more than two cars and other outbuildings not
exceeding 100 square feet in size appropriate to the permitted
uses;
(4) That no building shall be erected, placed, altered
or permitted to remain upon any lot containing more than
two acres other than one detached single-family dwelling
not to exceed 1-1/2 stories in height, a private garage
for not more than two cars, a private guest house, a private
stable or barn, with corral, or other outbuildings appropriate
to the permitted uses;
(5) That no building on any lot shall exceed 30 feet
in height as measured from ground level where situate
to the highest portion of such structure;
(6) That no dwelling shall be constructed on any lot
at an original construction cost of less than $10,000.00
and an original living area thereof, exclusive of open
porches and garages, containing not less than 1,000 square
feet, unless the Architectural Control Committee approves
the plan for less than 1,000 square feet, and said cost
of construction shall be based upon the cost of construction
as of the date of recording of these Protective Covenants;
(7) That no building shall be located on any lot nearer
than 30 feet from the front lot line, nearer than 20 feet
from any side lot line, nor nearer than 20 feet from any
rear lot line, and for purposes of these covenants, eaves,
steps and open porches shall be considered as a part of
the building;
(8) That no structure of a temporary character, trailer,
mobile home, modular home, basement, tent, shack, garage,
barn or other outbuilding shall be used on any lot at
any time as a residence, either temporarily or permanently;
however, a trailer or mobile home may be used as a residence
during the period of construction of a residence on such
lot, provided that such trailer or mobile home occupancy
may not continue for a period of more than eight months
and that such trailer or mobile home, while used as a
temporary residence, shall be connected to electrical,
water and sewage facilities, and further provided that
such residential construction shall be completed within
eight months from date of commencement thereof;
(9) No lot shall be resubdivided into smaller tracts,
nor conveyed or encumbered in anysize less than it5 original
dimensions as shown on the recorded plat of Panoramic
Mesa Subdivision;
(10) Easements as shown on the recorded plat of Panoramic
Mesa Subdivision are herein reserved for installation
and maintenance of all utilities and drainage facilities;
(11) That each lot owner shall furnish, at his own expense,
one culvert of a minimum size of 18 inches in diameter,
if needed, at the entranceof his own access road to his
lot;
(12) That no outside toilet facilities or temporary out-
buildings shall be permitted upon any of said lots and
all sewage disposal facilities, sanitary systems, septic
tanks, leach fields, percolating systems or drainage fields
shall be in conformity to applicable rules and regulations
of the Colorado Department of Health and Garfield County,
Colorado;
(13) That no signs, billboards or advertising structures
of any kind may be erected or displayed upon any lot other
than a single "For Sale", "For Rent" or building contractor's
sign, during construction, not to exceed five square feet
in size;
(14) That each lot owner shall be personally responsible
for the proper disposal of his own garbage and trash and
shall keep the premises in a clean and sanitary condition;
(15) That no live swine, cattle or other livestock shall
be kept, raised or grown upon any lot containing not more
than two acres; however, this shall not prohibit the keeping
of dogs or cats for the personal use of the owner of any
such lot nor the keeping of not more than two horses,
one cow, one swine or one sheep on any lot containing
more than two acres, provided that all such animals shall
not be kept or raised commercially or used for any commercial
purpose and, when so kept upon said premises, shall be
securely fenced within the property of the owner thereof;
(16) That in the event of any conflict between the pro-
visions of these protective covenants and the Garfield
County, Colorado Planning, Zoning and Subdivision Regulations,
the stricter of the two shall govern;
(17) That these covenants shall run with the land and
be binding upon, all parties and all persons claiming through
or under the undersigned for a period of ten years from
the date of recording of these covenants, after which
period of time these covenants shall be automatically
extended for successive periods of five years each, unless
an instrument signed by the.majority of the then owners
of the lots in said subdivision has been recorded agreeing
to change said covenants in whole or in part, and further
provided that these covenants may, however, be changed
in whole or in part at any time by a written instrument
signed by all the lot owners in said subdivision;
(18) That invalidation of any one or more of the covenants
contained herein by judgment or Court order shall in no
way affect any of the other provisions, the remainder
of which shall remain in full force and effect;
(19) Enforcement of these protective covenants shall
be by proceedings at law or in equity against any person
or persons violating or attempting to violate any covenant.,
either to restrain violation or to recover damages, or
both.
B - ARCHITECTURAL CONTROL COMMITTEE
(1) That the Architectural Control Committee hereby
established is composed of Robert A. Wamsley, Frank W.
Harrington and Jean Cole, provided that a majority of
the committee may act for the whole committee or a majority
of the committee may designate a representative to act
for them, and in the event of death or resignation of
a member of the committee the remaining members of the
committee shall have full authority to designate a successor.
Neither the members of the committee nor its designated
representative shall be entitled to any compensation for
any services performed pursuant to these protective covenants.
The above designated'members of the Architectural Control
Committee shall serve upon such committee for a period
of time not to exceed two years or until other committee
members may be elected in their places pursuant to rules
and regulations of the Panoramic Mesa Homeowners Association;
(2) That the committee's approval or disapproval,as required
in connection with these protective covenants, shall be
in writing and in the event the committee or its designated
representative fails to approve or disapprove, within
twenty days after submission to them, the plans and speci-
fications for construction of any building, or if no suit
to enjoin the construction of such building has been commenced
prior to the completion thereof, approval will not be
required and such construction shall be deemed to have
been in full compliance with said covenants.
C - COMMUNITY ROAD AND WATER SYSTEM
(1) That in order to provide for an adequate road and
domestic water supply for the real property subject to
•
these protective covenants there has been organized under
the laws of the State of Colorado a non-profit corporation,
the name of which is "Panoramic Mesa Homeowners Association";
(2) That each established owner of a lot, by whatever
means, in Panoramic Mesa Subdivision shall be entitled
to receive one membership or stock certificate for each
such lot, entitling such established owner to a proportionate
share of the roads and water and water system owned or
controlled by such non-profit corporation as may be necessary
for domestic and other beneficial uses appurtenant to
the ownership of such lot, subject always to each and
every provision of the Certificate of Incorporation of
Panoramic Mesa Homeowners Association and any amendment.
thereto and to the By-laws adopted by the Board of Directors
of such corporation as may be amended from time to time;
(3) That any annual or special assessment authorized
by the Certificate of Incorporation of Panoramic Mesa
Homeowners Association or the By-laws duly adopted by
the Board of Directors thereof shall be and become a lien
against the respective membership or stock certificate
issued by such corporation and the real estate to which
the same is appurtenant and, until the same shall have
been paid, any such lien shall be paramount and superior
to any other lien against such property provided by law;
however, such lien shall be subordinated to any prior
lien legally created covering said property;
(4) That in the event any annual or special assessment
made by Panoramic Mesa Homeowners Association shall not
be paid when due as shall be determined by the By-laws
of the corporation, legal action may be instituted for
the collection of all or any part of such unpaid assessment,
together with a reasonable attorney's fee and costs of
suit, and to foreclose said assesement lien by the sale
of the real estate subject to any such unpaid assessment
or the membership or stock certificate issued by such
corporation, or both, in the manner provided by law for
sales of real estate and personal property under execution;
(5) That in the event any assessment made by the Board
of Directors of Panoramic Mesa Homeowners Association
shall not be paid when due, at the election of such Board
of Directors and in addition to the provisions for enforce-
ment for the lien for unpaid assessments, the water supply
to which the established owner of any such real estate
or the membership or stock certificate issued as an appurtenance
thereto, may be suspended, discontinued or shut off in
whole or in part at any time during any period of default
in the payment of such assessment;
IN WITNESS WHEREOF, the undersigned has hereunto set its
hand and seal this day of October, A. D. 1972.
FIGURE EIGHT DEVELOPMENT CO.,
a copartnership,
By (7L i t
eral Partner
STATE OF COLORADO
ss.
COUNTY OF GARFIELD
The'foregoing Protective Covenants was acknowledged
before me this day of October, A. D. 1972 by
, as General Partner, of Figure
Eight Development Co., a co -partnership.
Witness my hand and official seal.
My commission expires:
Notary Public
PROTECTIVE COVENANTS
OF
PANORAMIC MESA SUBDIVISION
GARFIELD COUNTY, COLORADO
This declaration, made this day of ,A.D. 1972, by FIGJEE
EIGHT DEVELOPMENT COMPANY, hereinafter referredto as "declarants" or own-
ers, do hereby declare:
WHEREAS, the declarants have caused to be filed in the office of the
Clerk and Recorder of Garfield County a map designated "Map of the PANOR-
AMIC MESA SUBDIVISION" recorded in said office as Document No.
in Book at page , to which map reference is hereby
made; and
WHEREAS, by said map the above described property has been subdivided
into lots or tracts therein described, and the declarants desire to subject
said lots or tracts of land to certain restrictions, conditions, covenants
and agreements, regulating the use and development thereof.
NOW THEREFORE,said owners declare that the property shown on the map
of the PANORAMIC MESA SUBDIVISION shall be restricted by the covenants,
conditions, charges and agreements herein set forth in this Declaration of
Protective Covenants to -wit:
RESIDENTIAL LAND USE
A. LAND USE AND TYPE OF BUILDING. No two acre lot shall be used except
for residential purposes and no building shall be erected, altered, placed
or permitted to remain on any two acre lot other than one detached, single-
family dwelling not to exceed threestories in height, including basement,
together with a private garage, and a small residential outbuilding.
No 5 acre lot shall be used except for residential purposes, and no
building shall be erected, altered, placed or permitted to remain on any
lot other than one detached, single-family dwelling not to exceed three
stories in height including basement, together with a private garage,
private guest house, private stable orbarn or other residential outbuild-
ings. No land within said Subdivision shall be occupied for or used for
any commercial or business purpose, or for any hospital, sanitorium, public
theatre, bar, restaurant, church, club, entertainment place, lodge, or
eleemosynary institution;
B. No outside toilets, trailers, or mobil homes shall be allowed on any
property, except that a mobile home may be used as a residence during
the period of initial construction of a residence on such property,pro-
vided that such occupancy may not continue for a period in excess of six
(6) months.
C. All tracts shall be kept free of rubbish, trash, litter, and abandoned
or obsolete chattels. All clothes lines, equipment, service areas, wood-
piles, or storage areas on any lot shall be kept attractively screened by
adequate planting or fencing so as to prevent an undesirable view from neigh-
boring lots and streets and access roads. Garbage and other waste shall
not be kept except in sanitary containers. All incinerators shall be kept
in a clean and sanitary condition.
D. No Mining, Drilling, Quarrying tunnelling, or Excavating for any sub-
stance within the earth,. including gas, oil, minerals, sand, gravel, rock,
and earth, shall ever be permitted within the limits of PANORAMIC MESA
SUBDIVISION.
E. No noxious or offensive activity shall be carried on upon any lot, nor
shall anything be done thereon which may be or may become an annoyance or
nuisance to the neighborhood.
E No signs, billboards, or advertising structures of any kind may be erected
or displayed except for a single 'for sale" or "for rent" sign not to exceed
two square feet in size.
G. No animals, livestock,. or poultry of any kind shall be raised, bred,
or kept on any lot for commercial purposes. However there being two ex-
-2-
ceptions, No. 1 ordinary small household pets such .as dogs and cats may
be kept. No. 2 not more than 2 horses may be kept on each 5 acre tracts
of this subdivision.
BUILDI C RESTRICT/ONS
1. Ani,roval of Pions No building shall be erected, placed, or
constructed on any lands is said subdivzeion, nor eh.:11 any existing building
;hereon be altered, added to, remodeled, or nodifiod until the construction
plata and specifications and the plans showing the location of the structure
have been approved by the Architectural Committee. Said plant must indicate
:ua.ity of workmanship, materials, and harmony
Wony of external deciCa with exist-
ing structures. The locatioa of said structure or structures as rested to
topography and finish -Grade elevation : est also be approved by said Committee.
• . ' 2. S`. No dwelling shall be constructed on any lot is said sub—
divisio n u lOSS the living area thoreof, exclusive of °pea perches and garages,
shall exceed Ona-twusend (1,000) feet..
• 3. Cg=Dletion Time.. The exterior o2 all ;.tructuree must be completed
with -la twelve (12) .:.oaths from tho date of commencement of construction. • •
4. location on hot. No building shall be located on any lo: nearer
to the front lot line or nearer to the side street line than the
^i. -mum
set -back lines shown O2 .he recorded plat. �n no event shall any building g
ba located on an. lot less then thirty c-
� Y c. ::ty (30) feet the front lot lire, Tess
than t •enty-five (25) feet from any side street
line, nor less than twenty
(20) feet from ea interior . fin e. No dwelling a all be located on any lot less
then twenty (20) feet from the rear
.._ lot line ., r or t..e purposesof thi:, coven----,
eaves. steps, end open porches sna11 be coneide-ed •.'.;, .1 part of a building.
5. Toe's 'tteny aa . No towers orradio
G: television antennae
higher than three (3) feet above the highest roof line of the dwelling %ouzo
shell b.3 erected on any residential tract, and .•11 such toiler.. a..d "ntea 'e
must be attached to the dwelling 'house,
6. Tanks. . No elevated tanks of any kind c:zell be e:.ected, . placed,
or permitted upon any residential tract. Any tank used in connection wit::'
any dwelling house or other structure on any residential tract, including
tanks for storage of ga,, fuel, 0.1, gasoline, {O
e. Oil, Or water, be
buried or if located above ground the loo atioa.a nd screening c^.:,:12' b.3 .1.7..7::
determined by the Architectural Committee. _ : r: . • . .
7. Exterior irhtir.�, All exterior li is and ,, sit Standarda TT
bo approved by the Architectural Commit -..tee. • vL..ii.
•
2. =cam. Fences shall be subject to epproval by the Architectural
Committee as to location. design,
,- ��< size, ��-G , side Bard reouirewents aid proximity
to aeiry boring property
and ..h. u tui: • 7 p- w-ty
d u �rOpt.ty .»...2 .at.�i.....u.:ev.
9. Sc--, Any .swage •disnosel facilities, sanitary system,
septic leach, percu/acing system, or drain field shall b3 in conformityto iew^d applicable health
regulations and subject to approval by the..
Architectural Committee, ;
•
-3-
ARCHITECTURAL
3-
ARCHITECTURAL COMMITTEE
I. Membership and term of office.
The Architectural Committee shall consist of the members of the Board of
the FIGURE EIGHT DEVELOPMENT COMPANY. After two (2) years from the date
hereof the Architectural Committee shall be appointed by said Board from
among the lot owners of PANORAMIC MESA SUBDIVIDION. The Committee shall
be composed of not Tess than three (3) nor more than seven (7) members
and shall serve for a term of one (1) year or until their successors are
elected, appointed, or otherwise qualified by said Board of the FIGURE
EIGHT DEVELOPMENT COMPANY. A majority of the total members shall consti-
tute a quarm for transacting business. Decisions shall be by majority
vote.
2. Duties It shall be the duty of the Architectural Committee to re-
ceive plans for construction and alteration and to give approval of said
plans, by majority vote, within thirty (30) days after complete architect-
ural plans have been submitted, if said plans conform to the restrictions
set forth herein: and reasonable variances may be approved. Members of the
Architectural Committee shall not be personally liable for any decisions
or actions of said committee.
3. Inaction. Inaction by the Architectural Committee for over thirty (30)
days after complete architectural plans have been submitted shall be deemed
approval.
4. Appeal. The decision of the Architectural Committee will be subject to
review by the lot owners, meeting as a body, each person having one vote,
such meeting to be called by the Architectural Committee with ten days writ-
ten notice ( to known address 6r last' known address if not known) upon
petition containing 5U of the sugnatures of such lot owners to the Arch-
itectural Committee. Decisions at such appeal meetings to be decided by
a two -third vote of the members present and present by proxy.
SPECIAL RESTRICTIONS
1.' Utility Easc;ients Reserved. FIGURE EIGHT DEVELOPMENT
Co here itself, its EUCCc::cor9 and assign perpetual
Company, hereby reserves to , assigns, perpetual
easements seven and o --a1(7) feet in width on ecch side of the boundary
line along the entire perimeter of each tract described on the 'recork:Cd Plat
of PANORAMIC MESA SUBD. -, except any portion of said perimeter which abuts,
on a dedicated county road, for the-psrpose of constrsctins,•;laintcining,
operating, replacing, enl argins, arta repairin', electric. telephone, Fater,
irrigation, sower, Zso, and £i .atl+r lines; pipes, wires, poles, ditches, , end
conduits, and walking had tiding trails. FIGURE' EIGHT._ DEVELOPMENT
Company, .. similarly reserves to itself, its successors and assigns,
perpetual anchor easements adjacent to all such utility easements sufficient
to allow all utility poles to be secuzely and properly anchored and fastened.
2. LandscaPin7,. All parties to this agreement and declaration and
all persons who may hereafter purchase or otherwise acquire, hold, or oC;r any
lot in said subdivision specifically agree not to deface or otherwise de.: go
the area or any portion ;.hereof in any manlier; and they further ee • riot to
remove trees without permission from the Architectural Committee e:acept to
may be necessary to clear lend for original construction.
3: No resubdivision. No tract.cescribed on the recorded ?let of
PANORAMIC MESA SUBD. shall ever be re::ubd .v.dcd into smaller tracts or
lots nor conveyed or. encumbered in airy less tiler: the full original dirtnsion
as shown on the recorded Plat of PANORMAIC MESA-SUBD. provided that
conveyances or dedications of easements for utilities may be made for less
than all of one tract.
4. Combining Tracts. Two or more tracts may be combined to create -
a larger single-family dti' i ' as tract. Thereafter, for the purposes of these
covenants, the new and larger tract shall be considered as one .tract.
5. Culvert. Buyers shall furnish at their owr, expense one culvert,.
a minimum size of helve (12) inches is diameter, at the entrance o2 their
. own access road to their lot.
-5 -
GENERAL PROVISIONS
1. restrictions to run with; 'Land. These cove t -a run with the
land and shall be binding upon and inure to the benefit of successive
persons, their heirs and assigns, otr nir.0 or ciciming, any interest therein
for n period of twenty-five , (25) years from the date hereof, after which
time; said covenants shall be automatically extended for successive periods
of ten (10) years unless, by a two-thirds vote of the then-uwnera of the
PANORAMIC MESA tracts, these cover.:nta arc changed or amended.
/�
2. Enforcement. The Architectural Committee shall have the right
to prosecute any action to enforce the provisions of all of these covenants
by injunctive relief, on behalf of itaelf and all or part of the c,.r::s of
lands within -- PANORAMIC MESA SUBD. In edd':.tion, tech owner of land
within, said _PANORAMIC MESA SUBD. - shall have the right to prosecute any
action for injunctive relief and for da,:.rzes by reason o2 any violation of
theca covenants.
3. S' erebility. Invalidity o2
any of these covenants Or failure
to enforce the same, shall in no event be deemed a waiver o2 tha ri ht to
enforce or effect any of the other provisions hereof.
4. Parsp:ranh :?eadirr.s. The peri zraph headi.,;s in this instrument.
are for convenience only and shall not be construed to be a part o2 tI
covenants contained herein.
IN WITY2SS Va=07. the undo sig ned individuals and .FIGURE
EIGHT DEVELOPMENT COMPANY • _ - %, comprising the owners in .ice o2 all
lands described and subdivided as PANORAMIC MESA SUBD. = have executed
this iastni-L at this.,..._..Orimmim
day of 19
FIGURE EIGHT DEVELOPMENT COMPANY
BY
BY
Recorded at • o'clock. M.,
•
Reception No Recorder.
THIS INDENTURE, Made this r & day of 1. _.: ! C �' r iZ ,
19 72 , between
ROBERT D. SCARROW and
CYNTHIA M. SCARROW
RECORDER'S STAMP
whoseaddressis 204 Eighth Street, Glenwood Springs
county of Garfield and State of Colorado
part 1e s of the first part, and the Public Trustee of the
County of Garfield in the State of Colorado, party of the
second part, Witnesseth:
THATWHEREAS,ijlemid FIGURE EIGHT DEVELOPMENT CO , a co -partnership,
has executed an Agreement with The Board of County Commissioners of
the County of Garfield, State of Colorado, which Agreement provides
that the partnership's performance thereof shall be secured by the
xlxxxxxmotmmatxxxxxxxxxNatmatammmxxxxxXauwpiammeJammy
xmkuctaxixxdx property described herein for a sum not exceeding
$15,000.00, which sum, pursuant to the terms and conditions of kms,
said Agreement, shall be
payable to the order of THE BOARD OF COUNTY COMMISSIONERS of the County of
Garfield and State of Colorado
whoseaddressis Court House - Glenwood Springs, Colorado 81601, which
Agreement bears even date herewith.
MXXXTudlomilMmalaukKEMAxXDOWNMXmowdatoodsaMMKKIMiducmIlmgxxxxxeccmgmmxmmmxxmmblec
performance
AND WHEREAS, The said part ie s of the first part are desirous of securing t e/pgkof the
NjacbtamxidniantkAmlftbimmimmium*xxxximatmmtNAxmanudibluatWmtaxxxmxxxxxxxiax
Agreement.
NOW THEREFORE, The said part ies of the first part, m consideration of the premises, and for the purpose
aforesaid, do hereby grant, bargain, sell and convey unto the said party of the second part, in trust forever,
the following described property, situate in the County of Garfield and State of
Colorado, to wit:
S1/2SW4NE4 of Section 28, in Township 6 South, Range 89
West of the 6th P.M.
No. 840A. DEED OF TRUST.—Public Trustee.—Receivers Clause.—Attorney's Fen.
—Bradford Publishing Co., 1824-46 Stout Street, Denver, Colorado -4-72
J UP 3T 'paooaa go suoTgdaoxa pug suoT4PAlosea TP.IauTui zaupo puP sP5
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ri passed aq aal;saaag dem gotclm ao Sunsixe mou opeaolop jo al'e's ag3 jo d'gtuassy luaaue alio ;0 pi? dui ;o
an;a[e dq pus aapun 'uot3dutaxa aaq;o ao 'uoi;dtuaxa pea;samoH a ss dlaadoad pus 'sluauzaua; 'spuui piss of ao ul ansg
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ut s;uauxaual pus spuep plus ern ;o pazps ilam aJ p ./a144 sluesaad esagi ;o Baan -Hap pus ;o 2ulpsasua ag;
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[lugs ;i pus :;oaaagl ;aid bus ao dlaadoad piss essgoand dgtti g�f id plus ;o saappg ao aappog eqy •utero ;o
S1143 ao 'laud ;sat; eq; ;o s a Thud piss aapun ao g2noaq$ 'ut--oaj ' (q ';oaaam Sus ao 'A3aadoad pigs aq3 2u[usp
suosaad 1eq;o IIs pus su2issu ao salaq .I T etJ'1latd ;said ;o s a T ;agd piss aq3 lsuts2u 'd3inbe pus msI ul
gloq 'asci punladaad s eq hugs epttu os spaap ao paap plus puu salsa ao epos qom& :su2tsss ao saei;t uesaadaa paap
.I T alt;'laud ,soli ag; ;o S aT aaed piss aql o;un `Sus ? `snidaano eq; 2ulaapuea 'uxnuuu aad ;uao aad 9 ;s uoaaag;
;saaalul mint 'sluatussasse pus saxes 'eouuansujtfoebaa.I.fIrl plus ;o aaploq p2a1 ao daupi;auaq gong dq paousnps
edauouz IIs pus ';oaaagl loo;;a puu aoua; aq; o; 2uipa000s Cc piss uo anp ' tit 'tdtoutad a
�uauiaa qurauiaaa
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pus 2utded ;tai; amp? 'ails lions ;o sptene ao spaaooad aq; ;o ;no 'hogs aa;snay ot'gna piss am pus :spaap 10 paap
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ao 0120i;t4aeo wits ;0 3uaum2Isss uu ;o asua tat puu :;oaaag3 amore dg epsut sales ao alas aq3 03 puu 'path;too ulaaaq
alas ;o aamod aq; 03 as;aa hugs pus Nos sum daaadoad plus eq; golgm ao; sums ao urns am 31133J Ilsgs pus ulaaaq;
su2issu pus sataq .IT oqq. laud ;tai; aq3 ;o s a Tlaud aq; ;o uonduzapaa ;o d;mba puu ;i;auaq 's;saaa;ut
'am; '3g2la ein IIs pus 'plusaao;t ss pasugoand dlaadoad plus ecl; 'ealrta2 ss `paap tions o; pangua suosaad ao
uosaad gans o3 tulep;pb pus daeuoo hugs pus 'ao;usa2 ss as;spay allgna plus aq; Sq paaaellap puu pa2pa'moinps
Totals eq 'pugs pus 'aausdaeuoa a ;o ttao; daeulpao aq; ul eq 'pegs spaap ao paap plus golgm 'pessgoand dlaadoad
plus am 03 spaap a0 paap t suosaad ao uosaad lions o3 a;noaxa puu aKuux`paatdxa 2upeeg uoildttapea ao; ami; alp
'apsut sl puuutep dons aun; ag; ;t 'pasugoand d;aadoad aql ao; puu o3 paap a o; pap;isue uosaad eq; dq pustuap uodn ao
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uodn ''lugs oe;snay omni piss pus :mut dq papeoad si sg pauxaapaa eq 'lugs maws aq; ssa'un 'ao;aaaq; spaap ao paap
u o3 pai3isue aq plugs (o;aaaq; Pa[;llua uosaad sag;o ao) saasutpand ao aastgoand eq; uagm arid; aq; puu 'ao;aaaq; pled
sums ao wins ag; puu'pastgoand dlaadoad gans 2uigiaosap 2ut3lam ui sa;uogpaao ao eltai-Hama t alas tions ;u d;aadoad
clans ;o saas8gaand ao aasegaand eq; o; 0, 42 puu aN2-.0 o; puu 'leas d;uno0 aq; 0; paw= eq 'lugs mol;ou gans ueq;
ssaappu ag; 82 uanl2 sl a;u;s pus d3unoa am dluo eaagm ';uautna;sul papaooaa aq; ui uani2 ssaappu aq; ;e a3s;sa
plea plus ill lsaaalul paoaaa ;uanbasgns t paapbos seuq o; 2ulatadde suosaad 10 uosaad clans o; pus ua&12 ulaaaq
ssaappu ag; ;u aced ;sal; aq; jo s a T laud pies o; ;oaaaq; uoi;eolpgnd ;sal; at;; ;o a;ep aq; uxoa; sdup ua; ulq;?m
paw= eq ppegs eafou gonpm ;o ddoa s P1 a T j a PD ;o d;unop
pies ui pagsl'gnd amp acl;;u uofulnaala jeaara2;o aadudsmau autos ui'dppam';uautasi;aaepe Sq
'alas clans ;o aospd pus eun; aq; ;o uanl2 dlsnoplead uaaq 2uleeq eot;ou oi'gnd ,s3paam ono; 'tpsuo ul 2ulag lllm mixes am
aotad ;seq pus ;seg2l4 eq; ao; 'apes gone jo aollou aq; ut pal loads eq Amu st ';oaaaq; laud Aug ao '83818191d plus uo ao
'opuaolop ;o meuspT OT,TISD jo d;unop 014.4ul 'asnof lanop aq; jo coop 'tool
am ;e sol;ons otlgnd ;e 'utaaaq} su2Issu ao salaq I T auk 'laud ;sat' ag; ;o SOT laud
plus to ;saga;u1 puu aim 'lg211 a't; nu puu ' (;saq Num data ee;snay atpgnd plus su 'waxed a;uatdas uI ao assutu ua)
etuus aq; to esodslp put? 'Has o; laud puoaas aq; to d;atd plus mol Inlmui aq deux puu hugs ;i 'palenlls sl alu;se peaa plus
clolgm ul d;unoo agl ;o ea1T;o s,aapaoaaa e'i; ul papaooaa aq o; emus ddoa 8 asneo opts ao; pusutap puu uot3oala
to eofou clans to ;dpoaa uodn hugs ogm 'laud puoaas aql to Spud plea aq; tope ales ao; puetuap pre uotloapa clans
to mollou 2ulll3 uodn 'ueq;'apse clans pueutap put apes ao; d;aadoad plus esl;aaepu 0; ;map put pauis;uoo ulaaaq s;ueu
-aeon aq; to dut ;o uol;sloln u eaupap deux dgaaaq pampas ssaupe;gapul eq; ;o aaploq 12291 aq; ao aapunaaaq dasloil
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al epttu aq hags ;pntlap mora u[ 10 morogpparappocitaptipixatiortqamanixapeormwowormermaxgxewmg
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18 �TXIi{ �iffim ';oaaaq; laud
TID
duo ao DQ a. . a.: XxXXXX� eql ui ;pne;ap to asua ut ;eqy ssalag;taea�I ;snag tj :2ui�uolaq
munaaa l; • uumaa ndat t° saza nlau�as a els puu xm as a2 'au3Ss a `
[ g I P IIu ql. gl l gl Q'IOH Oy (INV HAVH OZ
n
and the above bargained property in the quiet and peaceable possession of the said party of the second part, his
successors and assigns, against all and every person or persons lawfully claiming or to claim the whole or any part
thereof, the said part ie Sof the first part shall and will warrant and forever defend.
And that during the continuance of said indebtedness or any part thereof, the said part ies of the first part
will in due season pay all taxes and assessments levied on said property; all amounts due on account of principal
and interest on prior encumbrances, if any; and will keep all buildings that may at any time be on said lands insured
against loss by fire with extended coverage endorsement in such company or companies as the holder of said eeme
may, from time to time direct, for such sums as such company or companies will insure for, not to exceed the amount
of said indebtedness, except at the option of said parts f the first part, with loss, if any, payable to the beneficiary
hereunder, as its interest may appear, and will deliver the policy or policies of insurance to the beneficiary
hereunder, as further security for the indebtedness aforesaid. And in case of the failure of said part ies of the
first part to thus insure and deliver the policies of insurance, or to pay such taxes or assessments or amounts due
Agreement'
or to become due on any prior encumbrance, if any, then the holder of said xotx xxxxrAgn ' , may procure
such insurance, or pay such taxes or assessments or amounts due upon prior encumbrances, if any, and all moneys
thus paid, with interest thereon, at 6 per cent per annum, shall become so much additional indebtedness,
secured by this deed of trust, and shall be paid out of the proceeds of the sale of the property aforesaid, if not
otherwise paid by the said part ies of the first part, and such failure shall be a violation or breach of this covenant
and agreement.
AND THAT IN CASE OF ANY DEFAULT, Whereb the right of foreclosure occurs hereunder, the said party
e cj
of the second part or the holder of said ylo reenb I�eYtificate of purchase, shall at once become entitled to the
possession, use and enjoyment of the property aforesaid, and to the rents, issues and profits thereof, from the accru-
ing of such right and during the pendency of foreclosure proceedings and the period of redemption, if any there be;
and such possession shall at once be delivered to the said party of the second part or the holder of saieeme,t
certificate of purchase on request, and on refusal, the delivery of such possession may be enforced by the said party
of the second part or the holder of said keemmpcirtificate of purchase by any appropriate civil suit or proceed-
ing, and the said party of the second part, or the holder of said'eemP6lcrtificate of purchase, or any thereof,
shall be entitled to a Receiver for said property, and of the rents, issues and profits thereof, after any such default,
including the time covered by foreclosure proceedings and the period of redemption, if any there be, and shall be
entitled thereto as a matter of right without regard to the solvency or insolvency of the part1e s of the first part
or of the then owner of said property and without regard to the value thereof, and such Receiver may be appointed
by any court of competent jurisdiction upon ex parte application, and without notice—notice being hereby expressly
waived—and all rents, issues and profits, income and revenue therefrom shall be applied by such Receiver to the
payment of the indebtedness hereby secured, according to law and the orders and directions of the court.
AND, That in case of default in any of said payments of principal or interest, according to the tenor and effect
of said 11,614Ke1Wt
aforesaid, or any of them, or any part thereof, or of a breach or violation of any of the
covenants or agreements herein, by the part ies of the first part, their executors, administrators or assigns,
then and in that case the whole of said principal sum hereby secured, and the interest thereon to the time of sale,
may at once, at the option of the legal holder thereof, become due and payable, and the said property be sold in
the manner and with the same effect as if the said indebtedness had matured, and that if foreclosure be made by the
Public Trustee, an attorney's fee of the sum of F ive Hundred dollars for services
in the supervision of said foreclosure proceedings shall be allowed by the Public Trustee as a part of the costs of
foreclosure, and if foreclosure be made through the courts a reasonable attorney's fee shall be taxed by the court
as a part of the costs of such foreclosure proceedings.
IN WITNESS WHEREOF, the said part ies o
and seal S the day and year first above written.
ober
f the first rt ve he. un1 set their handS
WITNESS:
STATE OF COLORADO,
County of Garfield
carrow [SEAL]
The foregoing instrument was acknowledged before me this day of
1972.W ROBERT D. SCARROW and CYNTHIA M. SCARROW.
My commission expires
(.
, 19 '' ' . Witness my hand and official seal.
J
[SEAL]
(, . );- 1)
Notary Public.
* If by natural person or persons here insert name or names; if by persons acting in representative or official capacity or as attorney-in-
fact, then insert name of person as executor, attorney-in-fact or other capacity or d:scription; if by officer of corporation, then insert name
of such officer or officers, as the president or other officers of such corporation, naming it. Statutory Acknowledgment, Sec. 118-6-1 Colorado
Revised Statutes 1953.
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Soil Conservation Service
Denver, Colorado
USE AND EXPLANATION OF SOIL INTERPRETATION SHEETS
INTRODUCTION
The interpretation sheets provide a brief soil description, agricultural use interpretations,
estimated physical and chemical properties important to engineering uses of soil, the suitability of
soils as resource materials, and limitations and factors affecting the use of soil, and other soil
properties or behavior characteristics.
The inteepretations will not eliminate the need for on-site sampling, testing, and study of
specific sites for design and construction of engineering works and various uses. The interpretation
sheets should be used primarily to plan more detailed field investigations to determine the conditions
of the soil at the proposed site for the intended use.
The interpretation sheets should he used only with detailed soil surveys that have been prepared
according to standard procedures of the National Cooperative Survey. It is not intended that they be
used with "land -type surveys," low intensity surveys, or general soil maps. The interpretations are
for soils in their natural site and not for disturbed areas that are altered by cut or fill operations.
When the interpretation sheets are used in connection with delineated soil areas on soil maps,
the information pertains to the dominant soil for which the soil area is named. Other soils, too
sr,.a11 in area to map out, may occur within the soil map arca. The interpretations ordinarily do not
a;,ply to the included soils. More detailed studies; are required ;f small, sped"ic sites are to be
developed or used within a given soil area. For example, a soil map area bearing the name Weld loam,
0 to 3 percent slopes, also can include small, unmappabie areas cf other soils, such as Colby or Rago.
The interpretations apply only to the Weld part of the aelincated soil area, and not to the entire
soil area.
SOIL IESCit.PrION
This brief description points at the ma„or layers in the soil prof.;-, and des.ribee their main
features. A more specific soil description can be obtair.ed from the local Soil Conservation Service
office, if needed.
AGRICULTURAL USE
• The land capability and crop yield predictions are given for ooth non -irrigated car.Q .rrivatlassl-
areas. These are shown for each of ,r �-.iore ,,roup` on which the soil occurs. The p
fication is a grouting of soils tna' ,.rows in a general way how suitable they are for most kinds of
fairing. The eight capabillt; the croadest ."souping, and are designated by Roma-. numerals
1 through \II. C1 .ss I :;oil: rev to. . lir; tat ions, and c:a.:s v.?I soils nave the ereatest
limitations for parr:ng
They ields en"":n under r+ are yie d:; to n+ noted c.ndt' current average r`.aracemedt, and yield
under "B"are exi.ec'rd yields that are o.t.a der 1:.0er improve.mannrement.
The Range Site is a classification used ty SCS to cataio.;ue kinds of land that are capable of
producing essentially the same kind and amount of climax or original vegetation.
Woodland or Windbreak Suitability, indicates the suitability of the soil to produce trees.
F.ST1?i TED PHYSICAL AND C t XtCAL PROPLRTTL
Horizon Depth - The major parts of tri sol: profile are indicated. 'o.i 'horizons that are similar are
grouped in this table.
USDA Texture - The U::DA texture bated on the relative wmc.,nts of sand, silt, and clay in a soil,.
giving rise to textural classes such as sand, sanc.i loam, loam, clay loam, and clay. (USDA
Handbook No. 13, Soil Survey 1anua,.).
Unified C1asrifiCatic.n - The Unified Soil Classification system it based on identification of soils
according to their texture and plasticity and their perfcrmanre as engineering construction
material. (Corps of Engineers, U. S. Army, Technical Memorandum No. 3-35-, vol. 1, March 1953).
In this system, soil material is divided into 15 classes: 8 classes are fo- coarse-grained -
material (GW, GP, CM GC, SW, 5P, SM, SC), 'o for fine-grained (MI, CL, OL, MH, CH, OH), and 1 for
organic material (Pt),
a
• •
- 2 -
AASHO Classification - Most highway engineers classify soil materials according to the system approved
by the American Association of State Highway Officials. (Highway Research Board Proceedings of
the 25th Annual Meeting, 1945). This classification is based on the gradation, liquid limit, and
plasticity index of the soil. Highway performance has been related to this system of classifica-
tion. All soil materials are placed in seven principal hroups. The groups range from A-1
(gravelly soils of high bearing capacity, the best sails for subgradee) to A-7 (clay soils having
low strength when wet, the poorest soils for subgradee).
Percent of Material Passing Sieve - The measured or estimated percentages of material passing the
numbers 4, 10, 40 & 200 sieves is given for each ma,;or norizon. When there is very little gravel -
size material (No. 4 and 10 sieve) present, the perr,rnt pissing the 200 sieve approximates the
amount of silt and clay. Values are rounded off to the nearest 5 percent. A range is listed
because of the variability for a given soil.
Permeability - Values listed are estimates of the: range in rate and time it takes for downward movement
of water in the maa'.or soil layers when saturated, but alLcwed to drain freely. The estimates are
based on soil texture, soil structure, available data or permeability and infiltration tests, and
drainage observations of tis water movement through soil::. In most cases, particularly with soil
horizons that are high in clay or organic matter, permeability rates unser unsaturated conditions
are considerably higher than the values giver here. On a given soil type, percolation through
the surface layer varies according to land use and management as well as with initial moisture
content.
Available Water Capacity - The available water caaaclty it gin ie incnes per inch of soil for the
major horizons. These estimates are for cultivated :oils witr, m.:,:..rote structure and organic
matter content, and average tulk densites. Available water capacity of tne soil in inches is
the difference between field capacity (1/3 atmosphere) and the wilting percentage (15 atmosphere)
times bulk densicy times the thickness in 'nches of tne soil. The water retention by soil is
related to the particle size and to the arrangement and Size of the soil pores. Fine -textured
soils tend to have higher water retention gine to sail pores than do sandy soils with large pores.
Estimates of the a:a 1abi.e water capacity ''7,r soils with normally high water tables may appear
meaningless until one considers tne possiU;lity of artificial urainage cr the natural lowering of
the water table Burin;; dry seasons, or late nurser or fail. Soils of the same series vary from
place to place; therefore, values can deviate considerably from thocelisted.
Soil Reaction - Soil reaction or the intensity of soil ecidity or alkalinity is expressed to pH ---
the logarithm of the reciprocal of the H -ion concentratt..n, A pH of 7 is netural, lower values
indicate acidity and higher values show alkalinity.
Shrink -Swell Potential - Indicates the volame c ange to be eApected of the soil material with changes
In ncisture content.
SUITAhI:.:TY OF SOIL AS RESOURCE MAL-rL\L
Topsoil - Soil as a source of topsoil is rate,l on the basis of the chararter.stics and thickness of
the surface soil,difficulty of obtaining the material, and presence c.f gravel and coboles. Three
ratings are recognized: good, fair and poor. These ratings are intended for use by nurserymen
landscape architects, highway engineers, and others concerned with establishing vegetation to
cover slopes, road cnoulders, waterways, lawns and golf ccurse, and wherever suitable soil
material is needed to establish vegetation. The soil is rated from the surface down to a minimum
of 8 inches.
Distance from area of intended use, and presence of weeds, soil -borne diseases and insects, and
relation of the characteristics of topsoil *o those of the site where it is to be used is pot con-
sidered in this classification. These are important factors to be considered in on-site evalua-
tion of a potential source of topsoil.
Sand and C:avel - Suitability of the soil as a source of sand and/or gravel for construction material
for use in concrete, plaster, mortar, etc., is given for material to a depth of 5 feet. In some
soils the sand and/or grave: extends downward to depths much below 5 feet, whereas in other areas
of the same soil, unsuitable material occurs just below 5 feet. It also should the recognized
that some soils that are rated as unsuitable may have sand and/or gravel at a depth below 5 feet.
Where the suitability is in question, individual test pits will be needed. The general ratings
are: good, fair, poor, and unsuitable.
� b -
•
- 3 -
Road Fill - Soil used as fill for road subgrade. Fill or subgrade may at times be wetted by ground or
runoff water, but drainage is assumed to be adequate so that frdst heaving is not a consideration.
These suitability ratings are recognized: good, fair, and poor. It is assumed the material will
be compacted to 100 percent Proctor. Excluding the Al horizon the entire soil to a depth of 5
feet or a lithic horizon (hard rock) whichever is shallower is evaluated
Impermeable Core Material - The suitability ratings are based on permeability of the material when
compacted. Examples of uses are fills for dams and levees, and lining for pond reservoir areas
and sewage lagoons. General rating terms are: good, fair, and unsuitable.
LIMITATIONS AND FACTORS AFFECTING THE USE OF SOIL
Three degrees of limitations are used on the interpretation sheet as follows:
Slight - Relatively free of limitations or limitations are easily overcome.
Moderate - Limitations need to be recognized, but can be overcome with good management and
careful design.
Severe - Limitations are severe enough to make use questionable.
The interpretations will not eliminate the need for on-site study, testing, and planning of
specific sites for the design and construction for specific uses. The interpretations can be used as
a guide to planning more detailea investigations and for avoiding undesiranie sites for an intended
use. By using the soil map and interpretations, it is possible to select sites that have the least
limitations for an intended use.
Many somewhat poorly and poorly drained soils have severe or very severe limitations in their
natural condition. These same roils, when drained artificially, may only have a slight limitation.
Modern equipment and knowledge rake it possible to overcome most of the limitations of soils for many
urban and recreational use:. Tne degree of the limitation and the location of the soil will determine
the practicability of developing tne soil for the intended use. No consideration was giver. in these
interpretations to the size and shape of soil areas, nor to the pattern they form with other soils on
the landscape. For example, same very desi.-,able soil areas are too small in size or toe Irregular in
shape, or their occurreece with less aes,rrble soils form: a pattern too complex to be u'.i'..ized for
the intended use. Although not considered in the interpretations, these items should in:'luer.ce the
final selection of a site.
Trafficways - Trafficways are considered low cost roads and residential streets, construction of which
involves limited cut and fill and limiteu preparation of subgrade. Streets are normally paved
with low cost paving. The rating, is for tne use of tape soil in place. Important toil properties
for this use are sloe depth to hard rock, water table, flood hazard, presence of stone or
cobble, and the sdp,ort.ina capaci',. Soils are placed in their AASHO class to help evaluate
their supporting capacity.
Light Industrial and Commercial Building,
small induotries, sone of wr•c : are
bearing value of more tnan
diposal facilities. Prapert... s im;:
hard rock, water table, •'_oc,d hazer
corrosion potential.
aitcs - duilain,.;e that are used for stores, offices, and
aaae !elan three stories high or require a presumptive
ands. It is assumed they have public or c-mmunity sewage
:taut in evaluatinrl soils for this use are slope depth to
, presumptive bearing value, shrink -swell behavior, and
Lagoons, Ponds, and Sma'.1r.e...-,airs - The limitation of soil is rated for use as water -retention
struct•jres such as irraatien resereeirs, fish ponds, stockwater ponds, ana recreation lakes.
This requires separate ratings of sail for two functions: (1) As a floor for impoundment areas,
and (2) As a source of embankment material. Ratings are based upon undisturbed soil.
Low & ban,cnert:; - Low ,embankments are usci for farm'ponds or reservoirs, dikes and leveeo. Heights
of emba.,,tments considered are a to 15 feet. Material in the emoankment is assumeu to be compacted
to at least n0 percent of Standard Proctor at optimum moisture content. Stability, compaction
characteristics, compactec permeability, susceptibility to piping, and erosiveness are important
soil qualities. Tne entire soil prof'le except for the Al horizon will be considered. Accessi-
bility of materials is not ccr:sder-d. Soil texture and the unified classification, are used in
rating.
Septic Tank Filter Fields - The septic tank filter field is a part of the septic tank absorpertion
• system for on-site eewage disposal. It is a sutsurface tile system laid in such a way that
effluent from the septic tank is dist ricr tcc with reasonable uniformity into the natural soil.
Criteria and standards as,u for ratir, soils are made on the basis of factors such as soil depth,
slope, permeability, percesiation rat,, water table, soil drainage, ana overflow or flooding
hazards. Factors relati:.r. ,o water e..e :rent are :'or the soil between ;.epths of ?4 and 60 inches.
Possibilities of under.rc...na water poi,ution are :ery important, but not consideree in this guide.
They need separate cor.stdaration.
!1
Excavation - Excavations are made for basements, trenches for utilities, cemetery burial lots and
sanitary landfills. Swamp, rock outcrops and peat bogs are considered unsuitable. The entire
soil profile will be considered. Textures are an average of the top 5 feet, except strongly
contrasting substrata should be considered separately; i.e., loam over gravel. Ratings are
based on difficulty of removal and the caving hazard and not upon backfill placement and
workability.
Lawns and Golf Fairways - Area to be used for lawns in residential areas, around factories, apartment
houses, school buildings and intensively used parks, and for golf fairways. Ratings are based
on soil properties and qualities on'y, and do not include other features that may be important
in site selection. Proper irrigation with satisfactory water is assumed. Leveling and importing
fill or topsoil are not considered in the rating, and traps, roughs and greens are not con-
sidered part of the golf fairway. Grass species are not considered as a part of the rating.
Campsites (Intensive Use) - Areas to be used for tent and small camp trailer sites and the accompanying
of outdoor hiving. Lttle site preparation other than shaping and leveling tent and parking
areas is required, and the site should b, suitadle for heavy traffic by humans, horses, or
vehicles. Swamps, marshes, rock outcrops and the like are considered very severely limited.
Satins are based on soil properties and qualities only, and do not include other features that
may be important in site selection. Suitability of the soil for supporting vegetation is a
separate item to be considered in the final evaluation of the site. Problems of sewage disposal,
water supply and access roads are not considered in the ratings.
Play Areas (Intensive Use) - This applies to soils to be used intensively for playgrounds for baseball,
football, badminton, and for other similar organized games. These areas are subject to intensive
foot traffic. A nearly level surface, good drainage, and a soil texture and consistence that
gives a firm surface generally are required. The most desirable soils are free of rock outcrops
and coarse frassents. Soil suitability for growing and maintaining vegetation is not a part of
this guide but is an important item to consider in final evaluation of a site.
Picnic Area (Intensive Use) - This applies to soils considered for intensive use as park -type picnic
areas. It is assumed that most vehicular traffic will be confined to access roads. Soil
suitability for growing vegetation is not a part of this guide but .s an item to consider in
final evaluation of a site. Ratings are based on soil properties and qualities only, and do not
include other features that may be important in site selection. Suitability of the soil for
supaorting vegetation is a separate item to be considered in the final evaluation of selecting
sues 'or this use. Problems of water supply and sewage disposal are not considered in the
retina.
OTHER SOIL PROFEPTIES OR BEHAVIOR CHARACTERISTICS
These items have no rating, but have consents relative to any observations made by the soil
scientist during his survey. If no observations were made on one of the soil properties there are no
comments.
Salinity Rating
Water Table Depth
Frost Heave Potential
Corrosivity, concrete
untreated steel
Compressibility or
Bearing
Frequency of Flooding
January 1970
•
• •
CO -155 UNITED STATES DEPARTMENT OF AGRICULTURE
(5-63) Soil Conservation Service
SOIL INTERPRETATIONS
Soil Series Potts
Mapping Unit 71B
LRA 48 Work Unit 326 c,unty Garfield State Colorado
Date 3/72
!)escription
Light colored, deep, well drained soils; loam texture; cal—
careous, light clay load: to loam subsoil; developing in
calcareous, wind deposited materials; occurs on the upland
mesa positions.
ITh _ ULTURAL
Slope
Non -Irrigated, Irrig.ted __
Land Lv.nd
Cap. Cro. Yield Predictions C,;p. i Crcpi yield Predictioons
Unit A B A B A b K Slope Unit A. RI A B A B A B
t t
1-3 IIIc 6i
b.-3 IIIel
Range Site Rolling Loam
Total Annual Yield, Excellent Con'fition
500-1000 lbs.
Estimated Annual Yield of Fc rage for Cattle
Woodland or Windbreak Suitability
200-400 lbs.
ESTIMATED PHYSICAL AND CHEMICAL PROPERTIES
Horizon
Depth
(inches)
Classification
Percentage Passing Sieve
Permea-
bility
Inches
Per
Hour
Available
Water
Capacity
in./in.
Soil
Reac-
tion
pH
Shrink -
swell
Potential
USDA
Texture
Unified
AASH)
No. 4
4.7 mot.
No. 10
2.0 mm.
No. 40
0.42 mm.
No. 200
0.074 mm.
0-60
1
ML
A4
10010
100
85-95
60-75
8.4
low
•
RESOURCE MATER
1
SUITABILITY OF SOIL AS A RESOURCE MATERIAL
Soil Series 71B
Topsoil
Fair
Sand
Unsuitable
Gravel
Unsuitable
Roadfill
Fair
Impermeable
Core Material
Poor to fair
LIMITATIONS AND FACTORS AFFECTING THE USE OF SOIL
Traffic ways
Moderate - texture
Light Industrial and
Commercial Bldg. Sites
Slight
Lagoon, Pond, and
Small Reservoir Areas
Moderate - texture
Low Embankments
Moderate - texture
Septic Tank
Filter Fields
Slight
Excavations
Slight
Lawns and Golf L
Fairways S1 ht
Intensive Camp
Sites Slight
Intensive Play
Areas
Picnic Areas
Slight
Slight
OTHER ;OIL PROPE•iTIES OR BEHAl v. CHARACTER I.1 CE
Salinity Rating
Water Table Depth
Frost Heave Potent.!al-aQW
Cerresivity, concrete
untreated steel
Compressibility or
fair
Bearing
Frequency of Flooding ----
Interpretations by: TB Date: 3/72
Reviewed by: Date:
Date:
Date:
0
•
• •
CO -155 UNITED STATES DEPARTMENT OF AGRICULTURE
(5-68) Soil Conservation Service
LRA 48
Work Unit
SOIL INTERPRETATIONS
326
Soil Series Potts
Mapping Unit 71C
County Garfield
Date 3/72
State Colorado
F____ Soil Description
Light colored, deep, well drained soils; loam texture; cal-
careous, light clay loam to loam subsoil; developing in
calcareous, wind deposited materials; occurs on the upland
mesa positions.
AGRICULTURAL USE
Slope
Non -Irrigated Irrigated
Land !
Cal. h --- Cr,p le1,d Predicti�
on------
Unit A B A B A Bi A B
IIIe2
Land
Cap. Cro Yield Predictions
Unit A B A B A B Slope
3-6
II
3-3 IVe
Range Site Rolling Loam
Total Annual Yield, Excellent Condition
Estimated Annual Yield of Forage for Cattle
Woodland or Windbreak Suitability
ESTIMATED PHYSICAL AND CHEMICAL PROPERTIES
Horizon
Depth
(inches)
Classification
Percentage Passing Sieve
Permea-
bility
Inches
Per
Hour
Available
Water
Capacity
in./in.
Soil
Reac-
tion
pH
Shrink -
swell
Potential
USDA
Texture
Unified
AASH)
No. 4
4.7 mal.
No. 10
2.0 mm.
No. 40
0.42 mm.
No. 200
0.074 mm.
0-60
1
ML
A4
100
100
85-95
60-75
8.4
low
.111110,
r
RESOURCE MATERIAL
•
SUITABILITY OF SOIL AS A RESOURCE MATERIAL
SUITABILITY
•
Soil Series 71C
Topsoil
Fair
Light Industrial and
Commercial Bldg. Sites
Sand
Unsuitable
Moderate - steepness of slope
Gravel
Unsuitable
Septic Tank
Filter Fields
Roadfill
Fa i r
Slight
Impermeable
Core Material
Poor to fair
—;
LIMITATIONS AND FACTORS AFFECTING THE USE OF SOIL
RATING
LIMITING FACTORS
Traffic ways
Moderate - slope, texture
Light Industrial and
Commercial Bldg. Sites
Moderate - slope
Lagoon, Pond, and
Small Reservoir Areas
Moderate - steepness of slope
Low Embankments
Moderate - ML materials, slope
Septic Tank
Filter Fields
Moderate - slope
Excavations
Slight
Lawns and Golf
Fairways
Moderate - slope
Intensive Camp
Sites
Slight to moderate - steepness of slope
Intensive Play
Areas
Moderate - slope
Picnic Areas
Slight
Salinity Rating
Water Table Depth
Frost Heave Potential -19N
OTHER SOIL PROPERTIES OR BEHAVIOR CHARACTERISTICS
1 ow
Corrosivity, concrete
untreated steel
Compressibility or
Bearing
Frequency of Flooding ----
Interpretations by:
TB Date: 3/72
Review,: by: Date:
Date:
Date:
•
• •
CO -155 UNITED STATES DEPARTMENT OF AGRICULTURE
(5-68) Soil Conservation Service
LRA 48
Work Unit
SOIL INTERPRETATIONS
Soil Series
Map ing Unit
Potts
71D
326 county Garfield state Colorado
Date3/72
Soil Description
Light colored, deep, well drained soils; loam texture; cal-
careous, light clay loam to loam subsoil; de^eloping in
calcareous, wind deposited materials; occurs on the upland
mesa positions.
A,1R.CULTCiRAL USE
Slope
6-12
Non -Irrigated
Land
Cap.Crop Yield Predictions
Unit 1A BA B TA B
IVe6
f
Slope
H 6-12 IVe21
Irriggated
Land
Cap. 1 Cx;op Yield Predictions
14A
Unrt A B,LA B A
Range Site Rolling Loam
Total Annual Yield, Excellent Condition
50u-1000 lbs.
Estimated Annual Yield of Forage for Cattle
Woodland or Windbreak Suitability
150-300 lbs.
ESTIMATED PHYSICAL AND C1iE1lICAL PHUPERTIES
Horizon
Depth
(inches)
Classification '
Percentage Passing
Sieve
_ _J
No 200
0.074 mm.
Perinea-'Available!Soi1
bility
Inches
Per
Hour
Water
Capacity
in.jin.
!Shrink -
Reac- swell
tion Potential
pH
USDA
Texture
Unified
AASH)
No. 4
4.7 mm.
No. 10
2.0 mm.
o
No. 4.
0.42 mm
0-60
1
ML
A4
100
100
85-95
60-75
8.4
low
SUITABILITY OF SOIL AS A RESOURCE MATERIAL
Soil Series 71D
RESOURCE MATERIAL SU11Pb1LITI
Topsoil
Fair
Sand
Unsuitable
Gravel
Unsuitable
Roadfill
Fair
Impermeable
Core Material
i Poo r
Excavations
Slight to moderate - slope
Moderate - steepness of slope
LIMITATICNt; AND FACTORS AFFECTING THE USE OF ^OIL.
RATING LIMITING FACTOR:',
Traffieways
Moderate - steepness of slope
Light Industrial and
Commercial Bldg. Sites
Moderate - steepness of slope --1
Lagoon, Pond, and
Small Reservoir Areas
Severe to moderate - steepness of slope, texturt
Low Embankments
it
Moderate - texture
Septic Tank
Filter Fields
Moderate to severe - steepness of slope
Excavations
Slight to moderate - slope
Moderate - steepness of slope
Lawns and Golf
Fairways
Moderate - steepness of slope
Intensive .:loop
Sites
Intensive Play
Areas
Moderate - steepness of slope
Picnic Areas
Slight to moderate - slope
Salinity Rating
Water Table Depth
Frost Heave Potential -10r
OTHER SOIL PROPERTIES OR BEHAVIOR CHARACTERISTICS
low
Corrosivity, concrete
untreated steel
Compressibility or
Bearing
Frequency of Flooding ----
Interpretations by: TB Date: 3/72
Reviewed by: Date:
Date:
Date:
•
• •
CO -155 UNITED STATES DEPARTMENT OF AGRICULTURE
(5-68) Soil Conservation Service
SOIL INTERPRETATIONS
Series Clapper-*LaLear
Mapping Unit X21 EF
LRA 48 Work Unit 326 C._•unty Garfield :;tate Colorado
Date 2/72
Soil Description
* Very shallow gravelly loam soils 14 to 20 inches deep over sand-
stone or sandy shale; light colored, usually containing from
15 to 20 percent cobble and stone; occurs on ridges and at the
margins of mesa -like formations; well drained; moderate permea-
bility above bedrock.
AGRICULTURAL USE
Slope
2r-65
Land
Cap.
Unit
VIIs
Non -Irrigated 4'
Cry Yield Predictions _,1
—A B A
B tiA p_', I elope
Lina
Cap.
Unit
Irrigzated
Grp Yield PredigIions
B A B'A BT A
Range Site
Total Annual Yield, Excellent Condition
Estimated Annual Yield of Forage for Cattle
Woodland or Windbreak Suitability pinyon—Juniper Woodland
ESTIMATED PHYSICAL AND CHEMICAL PROPERTIES
Horizon—
Depth
(inches)
Classification
Percentage Passing Sieve
Perinea-
bility
Inches
Per
Hour
Available7Soi1
, Water
Capacity
in./in.
keac-
tion
pH
Shrink -
swell
Potential
USDA
Texture
Unified
AASHO
No. 4
4.7 mm.
No. 10
2.0 mm.
No. 40
0.42 mm.
No. 200
0.074 mm.
•
SUITABILITY OF SOIL AS A RESOURCE MATERIAL
•
Soil Series X21EF
Topsoil
Unsuitable
Sand
Unsuitable
Gravel
Poor
Roadfill
POO r
Impermeable
Ccre Material
Fair
LIMITATION:. AND FA.(.7 F 'I'! G Th: I :5
RATING
SC 1L
Traff:cways
Severe - st€epness of slope,
shallow depth
Light Industrial and
Commercial Bldg. Sites
Severe - steepness of slope
Lagoon, Pond, and
Small Reservoir Areas
Severe - steepness of slope,
shallow depth
Low Fnbankments
Moderate - texture
Septic Tank
Filter Fields
Severe - steepness of slope,
shallow depth
Excaa.a"ons
Severe - deptr, to bedrock
Lawns and Golf
Fairways
Severe - steepness of slope
Intensive Camp
Sites
Severe - ste:�:� n s, of scope
Intensive Play
Areas
Severe - steepness of slope
Picnic Areas
Severe - steepness of slope
OTHER SOIL PROPERTIES OR BEHAVIOR CHARACTERISTICS
Salinity Rating 111)114.
Water Table Depth -1D!--1:
t
Frost Heave Potential -19W
Corrosivity, concrete-—
untreated steels •
Compressibility or
Bearing f�Y--
Frequency of Flooding ----
mod. to high if sulfates present
Interpretations by:
TB Date: 2/72
Reviewed by: Date:
Date:
Date:
•
• •
CO -155
(5-6d)
LRA Work Unit
UNITED STATES DEPARTMENT OF AGRICULTURE
Soil Conservation Service
SOIL INTERPRETATIONS
Soil Series Rookls.nd
Mappine Unit RLS
326 ,:ounty Garfield State Colorado
Da.e 3/72
S -.S'_ Description
Areas having 25 to 90 percent of their surface covered with
rock, stones, and boulders; very shallow, minimal soil covert
sparse growth of vegetation wnery conditions permit.
AGRI,ULT _AL USE
Slope
All
Land T
Cap. Crop Yield Predict.rn:
Unit A AFA
lopes ~-----_-�
Non -Irrigated
_IrriEated — — — — —
ri,. Cr, p yield Prediction - --_--
Ur.i? R A !4A B A-- B -
Range Site
Total Annual Yield, Excellent Ccr.iit.ion
Estimated Annual Yield of Forage for Cattle
Woodland or Windbreak Suitability
ESTIMATED PHYSICAL AND CHEMICAL PROPERTIES
Hcrizonbility
Depth
(inches)
Classification
Percenttye
Passing
1No. 4J
0.42 mm.
Sieve
Permea-
Inches
Per
Hour
Available
Water
Capacity
in./in.
Soil 1
Reac-
tion
pH
Shrink-
swell
Potential
USDA
Texture
Unified
AASHD
No. 4
4.7 mm.
No. 10
2.0 mm.
No. 200
0.074 mm.
Highly
variable
- on
site
investigation
necessary
i
SUITABILITY OF SOIL AS A RESOURCE MATERLAL
Soil Series RLS
SUITABILITY
Topsoil
Unsuitable
Sand
Unsuitable
Gravel
Poor
Roadfill
Poor to fair
Impermeable
Core Materiel
Unsu1La U le
LIMITATD N; AND FACT0i15 AFFF,.'TiNG THE USE CF SLTI.
RATING
LIMITING FAC'R .a
Trafficways
SQ4Hrrs — stone cover
Light Industrial and
Commercial Bldg. Sites
Hlgnly variable - ae; endant on specific usd
Lagoon, Pond, and
Small Reservoir Areas
Severe - stone, textures
Low Embankments
_ _ . — stone conte
Septic Tank
Filter Fields
Unsuitable
Ezra+.t .
Severe - stone ana boulder content, depth
Lawns and Golf
Fairways
Severe
Intensive Camp
Sites
Severe
Intensive Play
Areas
Severe
Picnic Areas
Highly variable
Salinity Rating
Water Table Depth
CT1[ R :'GIL PROPERTIES OR BEHAVIOR CHARACTERISTICS
Frost Heave Potential
Corrosivity, concrete -----
untreated steel
Compressibility or
Bearing
Frequency of Flooding ----
Interpretations by: TB Date: 3/72
Reviewed by: Date:
Date:
Date:
•
CO -SOILS-) ( erly CO -155) i! Department of Agriculture
5/69
(File Code -SOILS -12)
LRA 18
SOIL INTERPRETATIONS
Soil Conservation Service
Soil Series Fruitland
Mapping Unit 26 D
Work Unit 3G6,367 County Garfield State Colorado
Date 7/72
Soil Description
A deep, brownish colored very fine sandy loam textured soil.
It is calcareous throughout with fair water holding capacity and is
moderately permeable. This soil is developing from wind lain
materials. It occurs on gently sloping to rolling upland mesas
and ridges.
AGRICULTURAL USE
Non -Irrigated
Irrigated
Slope
6-12
Land
Cap.
Unit
IVe
Crop Yield Predictions
Slope
Land
Cap.
Unit
Crop Yield Predictions
A B
A B
A B
A B
A B
A B
A B
of sl
i;..0
Au
10O
100
65-95
50-65
Range
Total
Estimated
Woodland
Site xolll.ng loam
7.4-
7.8
Annual Yield, Excellent
Annual Yield
or Windbreak Suitability
Condition
of Forage for Cattle
ESTIMATED PHYSICAL AND CHEMICAL PROPERTIES
Horizon
Depth
(inches)
Classification
Percentage Passing Sieve
Permea-
bility
Inches
Per
Hour
Available
Water
Capacity
in./in.
Soil
Reac-
tion
pH
Shrink -
swell
Potential
USDA
Texture
Unified
AASHO
No. 4
4.7 mm.
No. 10
2.0 mm.
No. 40
0.42 mm.
No. 200
0.074 mm.
u�60
of sl
i;..0
Au
10O
100
65-95
50-65
.6-2.0
7.4-
7.8
Low
RESOURCE MATERIAL
•
SUITABILITY OF SOIL AS A RESOURCE MATERIAL
SUITABILITY
•
Soil Series i''ruitlarid
Topsoil
Good
Sand
Poor
Gravel.
Unsuitable
Roadfill
Fair
Impermeable
Core Material
Poor
LIMITATIONS AND FACTORS AFFECTING THE USE OF SOIL
RATING
LIMITING FACTORS
Trafficways
S 1 ig11t
Light Industrial and
Commercial Bldg. Sites
SliZIA,
Lagoon, Pond, and
Small Reservoir Areas
i_'oderate-mod. permeability nsc slope
Low Embankments
Moderate - Fair -poor shear strength & compactab
Septic Tank
Filter Fields
Slight
Excavations
Slight
Lawns and Golf
Fairways
ioderate - steepness of slope
Intensive Camp
Sites
Moderate - steepness of slope
Intensive Play
Areas
Severe - steepness of slope
Picnic Areas
Moderate - steepness of slope
1-iumes s
Slight
OTHER SOIL PROPERTIES OR BEHAVIOR CHARACTERISTICS
Salinity Rating
Water Table Depth deo
Frost Heave Potential low
Corrosivity, concrete-2:—
untreated steel -
CompreBearssibiiling otya Tr -fair
Frequency of' Flooding <1- in
10 yrs.
Interpretations by:
Date: 7/72
Reviewed by: Date:
Date:
Date:
lity
CO -SOILS -4 (40merly CO -155)
5/69
(File Code -SOILS -12)
SOIL INTERPRETATIONS
.Department of Agriculture
Soil Conservation Service
Soil Series Fruitland
Mapping Unit 26E
LRA 48 Work Unit 326,367 County Garfield State, Colorado
Date 7/72
Soil Description
A deep, brownish colored, very fine loam textured soil. It is
calcareous throughout with fair water holding capacity and is mgderat
permeable. This soil is developing from i ind lain materials. It
occurs on rolling to hilly mesas and upland slopes.
AGRICULTURAL USE
Non -Irrigated
Irrigated
Slope
12-25
Land
Cap.
Unit
VIe
Crop Yield Predictions
Slope
Land
Cap.
Unit
Crop Yield Predictions
A B
A B
A B
A B
A B
A B
A B
of sl
HL
A4
1C0
100
85-95
50-65
Range
Total
Estimated
Woodland
Site Rolling loam
Annual Yield, Excellent
Annual Yield
or Windbreak Suitability
Condition
of Forage for Cattle
ESTIMATED PHYSICAL AND CHEMICAL PROPERTIES
Horizon
Depth
(inches)
Classification
Percentage Passing Sieve
Permea-
bility
Inches
Per
Hour
Available
Water
Capacity
in./in.
Soil
Reac-
tion
pH
Shrink -
swell
Potential
USDA
Texture
Unified
AASHO
No. 4
4.7 mi.
No. 10
2.0 mm.
No. 40
0.42 mm.
No. 200
0.074 mm.
0-60
of sl
HL
A4
1C0
100
85-95
50-65
.6-2.0
7.4-
7.8
Low
ely
RESOURCE MATERIAL
SUITABILITY OF SOIL AS A RESOURCE MATERIAL
SUITABILI
Soil Series Fruitland
Topsoil
Good
Sand
Poor
Gravel..
Unsuitable
Roadfill
Fair
Impermeable
Core Material
Poor
LIMITATIONS AND FACTORS AFFECTING THE USE OF SOIL
RATING
LIMITING FACTORS
Trafficways
Severe
Steepness of Slope
Light Industrial and
Commercial Bldg. Sites
Severe
Steepness of Slope
Lagoon, Pond, and
Small Reservoir Areas
Severe
Steepness of Slope
Low Embankments
Severe
Steepness of Slope
Septic Tank
Filter Fields
Severe
Steepness of Slope
Excavations
Severe
Steepness of Slope
Lawns and Golf
Fairways
Severe
Steepness of Slope
Intensive Camp
Sites
Severe
Steepness of Slope
Intensive Play
Areas
Severe
Steepness of Slope
Picnic Areas
Severe
Steepness of Slope
Homesttes
Salinity Rating
Severe Steepness of Slope
OTHER SOIL PROPERTIES OR BEHAVIOR CHARACTERISTICS
Water Table Depth Deep
Frost Heave Potential LOW
Corrosivity, concrete -----
untreated steel
Compressibility
Bearing L,
Frequency of Flooding in 14)
Interpretations by:
Reviewed by:
JBH
Date: 7/72
Date:
Date:
Date:
CO -SOILS -4 (erly Co -155)
5/69
(File Code -SOILS -12)
LRA 48 Work Unit 367
SOIL INTERPRETATIONS
County
Date 7/72
.Department of Agriculture
Soil Conservation Service
Soil Series Potts Assoc•
Mapping Unit
Garfield
X119D
State
Colorado
Soil Description
A deep, brownish colored soil occuring on upland mesas and slopes.
It has a very fine sandy loam surface grading into a clay loam sub-
soil. Permeability is moderate and water holding capacity is fair
to good. This soil is developing in wind lain aeolian deposits.
AGRICULTURAL USE
Non -Irrigated
Irrigated
Slope
6-12
Land
Cap.
Unit
IVe
Crop Yield Predictions
Slope
Land
Cap.
Unit
. Crop Yield Predictions
A B
A B
A B
A B
A B
A B
A B
of sl
ML
tt4
100
100
85-95
50-65
Range
Total
Estimated
Woodland
Site Rolling loam
7.4-
Annual Yield, Excellent
Annual Yield
or Windbreak Suitability
Condition
of Forage for Cattle
ESTIMATED PHYSICAL AND CHEMICAL PROPERTIES
Horizon
Depth
(inches)
Classification
Percentage Passing Sieve
Permea-
bility
Inches
Per
Hour
Available
Water
Capacity
in./in.
Soil
Reac-
tion
pH
Shrink -
swell
Potential
USDA
Texture
Unified
AASHD
No. 4
4.7 milk.
No. 10
2.0 mm.
No. 40
0.42 mm.
No. 200
0.074 mm.
0-7
of sl
ML
tt4
100
100
85-95
50-65
.6-
7.4-
Low
2.0
7.8
7-24
cl
100
100
90-10C
70-80
.2-.6
7.4-
Mod.
24-60
1
100
100
85-95
60-75
.6-2.0
7•8
•-
Low
RESOURCE MATERIAL
r
SUITABILITY OF SOIL AS A RESOURCE MATERIAL
SUITABILITY
1
Soil Series Potts :.ssoc
Topsoil
Good
Sand
Poor
Gravel
Poor
Roadfill
Fair
Impermeable
Core Material
Poor
LIMITATIONS AND FACTORS AFFECTING THE USE OF SOIL
RATING
LIMITING FACTORS
Trafficways
Slight
Light Industrial and
Commercial Bldg. Sites
Slight
Lagoon, Pond, and
Small Reservoir Areas
Moderate-Mod.perrneability, steepness of slopes
Low Embankments
Moderate -Fair to poor shear strength & compacta
Septic Tank
Filter Fields
Moderate -Moderately slow permeability in
places
Excavations
Slight
Lawns and Golf
Fairways
Moderate Steepnes of slope
Intensive Camp
Sites
Moderate Steepness of slope
Intensive Play
Areas
Severe Steepness of slope
Picnic Areas
Moderate Steepness of slope
Homes iter
Salinity Rating
Slight
OTHER SOIL PROPERTIES OR BEHAVIOR CHARACTERISTICS
Water Table Depth ---- ---
Frost Heave Potential lOW
Corrosivity, concrete -----
untreated steel
Compressibilit!I.—
oar
Bearing -------p
Frequency of Flooding{- 1GS •
Interpretations by:
Reviewed by:
J1H
Date:
Date:
Date:
7/72
Date:
ility
•
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