HomeMy WebLinkAbout1.1 Supplemental App InfoApil26,2002
Mark Bean
Garfie.ld County Planning Department
108 8th Street
Glenwood Springs, CO 81601
RE: Monument Ridge Subdivision
Preliminary plan Application
HCE Project No. 2000060.01
Dear Mark,
fit,Tj,l::::9T:g: l':t:ThTr,IrT *d Supplemental rnformation as required by
*:,*!gl,isiop R3s^ulations orcarnera C;it rbii;ilidffi'*"tJ. ;i;ffiffi;;i*.'ril'*Ji, "^rr..^-aL^l^--^- ^6
llrdr"^::5:P1lr":"e1per.r, isa rpr.r-acre tract bcatei on county Roads 300 and303, along the southeast limit of t Mesa, Colorado. On behalf of the owner,J Wtlgl,
:::*:1lT:,lT"jhills Land. a{o oevelop;;{ in.orporut.d, we request that thisapplication be reviewed for ness in accordance with the Garfield CountySubdivision Regulations.
The following is an overview of the
the Preliminary plan.subdivision and offered as a supplement to
OVERVIEW OF'MONUMENT E SUBDIVISION
General Description: The
from 5.9 to 13.7 acres each. The
current balance of $350 for this
$595 for the Colorado Geologic
-yhere existing overhead electricity is
Natural gas service is also availabie t<
from previous submittals for this project. The
review has already been submitted.
-The
Ydg" Ranch is proposed to have l7 Lots ranging
Lis generally flat to gentle sloping with three
roposed lots. The property lies between a high-
iallranch property. The proposed density of
: served by overhead and underground electricity,
not available, and underground telephone service.
major natural drainages through the
density subdivision and rural iesider
Monument Ridge is much lower the existing Tamarisk subdivision, west of theproperty.
Utilities: The proposed lots would
1517 Blake Avenue, Suite l0l
Gtenwood Springs, CO g160l
Telephone (nq 945-8676 - Fax (97O) 945_.
14 Invemess Drive East Suite D_136
Englewood, CO g0l12
Telephone (303)yZ1-OSM - Fax (303) 925i547
-
the area.
Water and Sewer: Proposed water service is by individual or shared wells. An
Augmentation plan will be provided with water contracted for and provided by West
Divide Water Conservancy District. A complete Water Supply Plan is enclosed in the
Preliminary Plan. Water production for the domestic use appears to be adequate based on
neighboring well history and enclosed well data.
Proposed sewage treatment would be by an Individual Sewage Disposal System for each
individual lot. Soil types in the area indicate that conventional leach fields may be
utilized.
Driveways: All driveways would access from County Road 300 and a proposed 600-
foot cul-de-sac in the southeast portion of the property. Drive locations in some cases
will be consolidated to one location to minimize number of access points to the county
road. These drives will be separate drives on each lot, but will be required to meet the
county road at the same location.
If you have any questions or need funher information, please fell free to contact us.
Project Manager
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
Telephone (y70) 945-8676 - Fax (90) 945-2555
14 Inverness Drive.East Suite D-I36
Englewood, CO 80112
Telephone (303) E254544 - Fax (303) v254547
Reception No
Recorded at o'clock _ M.,Recorder.
li-
WARRANTY DEED
THIS DEED, Made this g t h
between t-oothills Land &
dayof May ,ZOO?,
Devel opment, Inc.
orado
a corporation duly organized and existiisting lrnder and by virtue of rhe laws of the Stateof Col orado
P.utg of counri 'fffi;TiDUdro oI county commi ss i oners,Garfietd County, Stat.-oi"doto
ll
l
i
trtvED
JUN t ^
?FcF/r&0
ru. / 22ool
whoselegaladdressis 109 EaSt gth Street
Gl enwood Spri ngs, C0 g1601
ToGETHER with all and singular the hereditamen* and appurrenances rhereto belonging, or in anywise apperraining, and rheroversion and reversions' remainder and remainders, rents, issues and profits thereoi and all the eskte, right, title, interesr, claim and
fiil1l1*::oever
o[ the grantor' either in law or equity, of, in ani to the above bargained premises, wirh the herecriramenrs antr
To HAVE AND To HoLD the said prcmises above bargained and described with rhe appurrenances, unto the granree, his heirs andassignsforever'Andthesrantor'foritself-anditssuccessors
does.ovpnanr oranr hqroqin en,rad.AAr^6hi,,,;rh.La^-..^.^^ L:..L^:-..
ol the *Countyof Garfjeld , State of Colorado, granrce:
WITNESSETH, That the grantor, for and in consideration of the sum of
"Tj:"Hj#: ':j1.,::1.:f which is hereby acknowtedged, has granted, bargai
( $ t o. oo ) TEN DoLLARS
fllI o:l'_.:",
.ser, convev ;; ;;;;;,
"il',;.;il:fi:'ffi:'^"T'll:1.'*:":::
llliirii:lli_1,-ll.:'. ,*.:nrs does
improvements, if any, situate, lying and bei
assigns foreveq all the real properry, rogerher with.r.rtsrvye,rr!rrrs, u any, srruate, tyrng and being in theState of Colorado, described as follows:
Counryof Garf i el d
See Exhibit 'A'
;,
also known.by street and number as:
EXHIBIT A
COUNTY ROAD 3OO DESCRIPTION
A 60.00 FOOT WIDE STRIP OF LAND SIruATED IN THE WII}SWI/4SW1/4 OFSECTION 17, TI{E SE1/4SEI/4 OF SECTION I8, T}IE E1/2NE II4 OF SECTION 19,AND TIIE W1/2NW1/4NWI/4 0F SECTION 20, rowNsnrp 7 souTH, nnNCp gs
WEST OF TIIE SIXTH PRINCIPAL MERIDIEf, COUITTY OF GARFIELD, STATEoF coLoRADo; sAID srRrp oF LAND LyrNG 30.00 FEET To EACH SIDE oFTHE FOLLOWING DESCRIBED CENTERLINE:
COMMENCING AT THE SOUTH SIXTEENTH CORNER OF SECTION 17 ANDSECTION 18, A2-II2'ALUMINUM CAP L.S. # 27g25IN PLACE, THENCEN89O39'I7''E A DISTANCE OF 2.64 FEET TO A POINT ON SAID CENTERLINE,TIIE POINT oF BEGINNING; TIIENCE s00"20,428A DISTANCE oF r373.BgFEET; TI{ENCE ALONG THE ARC oF A CURVE To TI{E LEFT HAVING ARADIUS OF 1739.76 FEET AND A CENTRAL ANGLE OF 08"07'28-, A DISTANCE0!_?!6:7 }IEET (cHoRD BEARS s04" 24' 26" E 246. 49 FEET); THENCE s0 8o2 8, I 0,EA DISTANCE oF l2r. 14 FEET; TTiENCE ALONG THE ARC oF A cuR\rE To rI{ERIGHT HAVING A RADIUS OF M7.21FEET AND A CENTRAL ANGLE OF21O39'26",A DISTANCE OF 169.04 FEET (CHORD BEARS SO2O21'33"W 168.04FEET); THENCE sl3'1r'r6"w A DISTANCE oF 70.86 FEET; THENCE ALoNGTI{E ARC OF A CUR.'rE TO TI{E LEF'T HAVING A RADIUS OF 28O.47FEET ANDA CENTRAL ANGLE Or' 13"42'21",A DISTANCE OF 67.09 FEET lCrrONO BEARSs06"20'06"w 66.93 FEET); THENCE s00"3r'06"E A DISTANCE oF445.57 FEET;THENCE ALONG THE ARC OF A CURVE TO TT{E RIGHT HAVING A RADruSOF 94.14 FEET AND A CENTRAL ANGLE OF 83O56'28" A DISTANCE OF 137.92FEET (cHoRD BEARS M1o27'0g"w l25.gt FEET); rrmr.lcn sg3.25,22,w ADISTANCE OF 343.63 FEET; THENCE ALONG TfiE ARC OF A CURVE TO TTIELEFT HAVING A RADIUS OF 4g4.g4FEET AND A CENTRAL ANGLE OF2I"IO'48U, A DISTANCE OF I82.}6FEET (CHORD BEARS S?2O4I'58"W I8I.92FEET); THENCE 562"14'34,W A DISTAN'E OF 195.02 FEET; THENCE ALONGTIIE ARC OF A CURVE TO TTIE RIGHT HAVING A RADIUS OF 1390.86 FEETAND A CENTRAL ANGLE OF 08O31'28" A DISTANCE OF 206.93rBBr iCrrONPBEARS s66"30'18"y?99.74 FEET); THENCE s70o46'0l',w A DISTANCE oF 364.07FEET TO A POINT ON TIIE WESTERIY BOUNDARY OF TT{E EI/2NE II4 OFSECTION 19, TTM.TERMINUS (WHENCE T}IE EAST QUARTER CORNER OFSECTION 19 BEARS 553"26'23'T I657.32FEET).
Page one of two
COI.]NTY ROAD 303 DESCRIPTION
A 60.00 FOOT WIDE STRIP OF LAND SIruATED IN TTIE WIIISWII4SW1/4 OFSECTION 17, TFIE SE1/4SE1/4 OF SECTION 18 AND TI]EWLI}NWIi4NW II4 OFSECTION 20, TOWNSHIP 7 SOUTH, RANGE 95 WEST OF TTTE SIXTH PRINCIPALMERIDIAN, COUNTY OF GARFIELD, STATE oF CoLoRADo; SAID STRIP oFLAND LYING 3O.OO FEET TO EACH SIDE OF THE FOLLOWING DESCRIBED
CENTERLINE:
COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 17, A3-BRASS cAP L.s. tt643IN PLACE; TIIENCE N32o07'38"w A DISTANCEOF 10.94FEET TO A POINT IN THE CENTEFJ.INE OF COI.INTY ROAD NO. 3OO, THEPOINT OF BEGINNING; TFIENCE LEAYING THE CENTERLINE oF COUNTYROAD NO. 3OO ALONG THE CENTERLINE OF COUNTY ROAD NO. 303 ALONGTHE ARC OF A CURVE TO TIIE LEFT HAVING A RADIUS OF 25217.76 FEETAND A CENTRAL ANGLE OF 01"30'58'" A DISTANCE OF 667.29 FEET (CHORD
BEARS S89O31'57''8667.27 FEET) TO TI{E WEST.WEST STXTYFORTH CORNER
OF SECTION 17, A REBAR AND CAP L.S. #19598INPLACE, THE TERMINUS.
Page two oftwo
.I'r f*',l,x I
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Monument Ridge Subdivision
A. Intro
, nf fl. + got-t-
This is a public hearing to consider a preliminary plan for the Monument Ridge Subdivision
proposed by Foothills Land and Development Inc. represented by Roger Neal of High Country
Engineering.
The 182 acre property is located along CR300 and 303 along the southeast limit of Battlement
Mesa, approximately 2 miles southeast of Town of Parachute.
Zoning A/R/RD
Proposal
The Applicant requests preliminary plan review to subdivide the 182 acres to be subdivided into 17
lots ranging from 5.9 to 13.7 acres each. Adjacent land uses to the property include undeveloped
land, partially developed agricultural / residential land, public land, and a residential subdivision
(known as the Tamarisk Subdivision.)
Water
The Applicant proposes individual and shared wells to serve the lT lots. A1l of the proposd wells
have been permitted and a West Divide Water Conservancy District contract has been approved.
The Applicant states that each lot will have an individual well permit for elective use by the future
homeowner which will allow the future homeowner the flexibility to explore the large lot at their
discretion, while still providing a tested water supply for each lot from the shared wells.
Battlement Mesa Metro District
The Applicant contacted the Battlement Mesa Metropolitan District forpotential inclusion in their
system. However, the District indicated that was not possible.
The Colorado Division of Water Resources reviewed the proposal and stated the water supply should
be physically adequate to supply the proposed uses and that there was no material injury to decreed
water rights.
Sewer
Sewer treatment would be provided by Individual Septic Disposal Systans (ISDS) for each lot.
(,l,Ar* or ') f '"tl' si*'r
14. 15. 16.and17
12 and 13
8.9. and 10
Similar to the request to connect into the Battlement Mesa Metropolitan District for water service,
the District policy does not allow inclusion for septic hook up as well. Moreover, the Town of
Parachute's wastewater system discharges into the District's system.
Access
Access to the majority of lots is provided directly from CR 300 and CR 300. Lots 10 and 14-17 are
accessed from a private 600' long cul-de-sac.
Site Description
The site is comprised of gently sloping terrain or undulating topography located in the Monument
Gulch drainage. At present, the property has been used for cattle and horse grazingand an irrigation
ditch to the west of CR 300 provides water to fields on Lots 1,3,5,7,9, and 10.
History
A portion of the property recently received approval from the BOCC on January 14,2002 for a
Subdivision Exanption. This Exemption effectively created 5 Parcels from a parent Parcel of 280
acres resulting in Parcel I having 6.4 ac, Parcel 2having6 ac, Parcel 3 having 6 ac,Parcel 4 having
80 ac, and Parcel 5 having 96 ac. Five parcels were able to be created from the parent parcel because
two county roads (CR 303 and CR 300) bisect the property. Parcels 1-3 were the subject of the
Exemption. Parcels 4 and 5 comprising a total of 17 6 acres are proposed to be split into I 7 lots.
Relationship to the comprehensive plan
The subject site is located inStudy Area 3 andwithin the two-mile sphere of influence of the Town
of Parachute which suggests a land use district of "outlying residential." which allows for a
minimum lot size of 2 acres per dwelling unit. The subdivision proposes an average lot size of l0
acres, which is well above the2-acre minimum.
Project Issues
Improvements to CR 300: The Department recommends the developer lower a portion of CR
300 to include the culvert extension to extend from inside fence line to inside fence line. The
lowering of CR 300 provides for the visibility needed for Monument Ridge Road. The culvert
extension eliminates the County's liability for the maintenance of the ditch and culvert. In
addition, the Department recommends that the developer deed a 60-foot right-of-way on both
CR 300 and CR 303. It would be the responsibility of the developer to set the fences back to the
righrof-way. A stop sign should be installed at the end of Monument Ridge Road at the
entrance to CR 300 which complies with the Manual of Uniform Traffic Control devices.
Shared Wells Individual Wells: Resource Engineering recofirmends that individual wells be
drilled for each lot. In addition, the Applicant intends for the fire protection for the project to be
left up to the individual homeowners. Resource Engineering recommends the fire district,
which will serve the area, be contacted for specific requirements necessary for them to provide
fire protection. If on-site storage is required, it should be constructed as a central facility and
not be left up to the individual homeowners. This is consistent with approvals for other
subdivisions within the County.
B.
conditions or geologic hazards exist to preclude the development of the site for single-family
residential use. Further, the analysis indicates the subsoil conditions are generally favorable for
the proposed residential development. However, there are debris flow hazards on the property
that need to be addressed with respect to development location.
Waters / Wetlands within the US: Resource Engineering commented that the vegetation
report does not identif, the extent of wetlands and waters of the U.S. within the property. This
may be important as it relates to driveway crossings and building envelopes. Staff has required
the Applicant to provide Staff with a site plan that delineates any wetlands and waters of the
U.S. within the property as well as the siting of building envelopes so that it remains clear there
willbe no infringement in those sensitive areas.
Colorado Division of Wildlife: DOW indicated the importance ofthe habitat in the Monument
Gulch area that provides good cover for small mammals, and song birds, but especially for mule
deer. DOW recommended the development incorporate the area of Monument Gulch as open
space to be conserved and not developed. This potential open space would further compliment
the open space in the Monument Gulch created with the Battlement Mesa PUD.
A. Fire Protection
The Applicant intends for the fire protection for the project to be left up to the individual
homeowners. Resource Engineering recommends the fire district, which will senre the area, be
contacted for specific requirements necessary for them to provide fire protection. If on-site storage is
required, it should be constructed as a central facility and not be left up to the individual
homeowners. This is consistent with approvals for other subdivisions within the County.
STAFF RECOMMENDATION
Staff recommends that the Planning Commission recommend APPROVAL to the Garfield County
Board of County Commissioners for the preliminary plan request for the Monument Ridge
Subdivision with the following conditions:
That all representations made by the Applicant in the application, and at the public hearing
before the Planning Commission, shall be conditions of approval, unless specifically alteredby
the Planning Commi ssion.
The Applicant shall include language in the protective covenants for the subdivision that require
the developers / purchasers of each individual lot to perform additional percolation testing when
actual percolation field locations are known to determine the most appropriate location for ISDS.
The Applicant shall require individual lot owners to be responsible for the installation of the
ISDS designed by a registered professional engineer in the State of Colorado. Maintenance of
each system will be the responsibility of the individual lot owner and as outlined in the
1.
2.
J.
4.
protective covenants of the subdivision. In addition, each ISDS must be accompanied by a
detailed maintenance plan contained in the covenants.
Due to potential debris flow hazards through the property, the Applicant shall designate "no
building areas" on all of the proposed lots. A11 proposed structures shall be set back at least 20
feet from the top of any drainage outlined in the CTL lThompson Report as well as the Resource
Engineering Report. In addition, the Applicant shall specifically show where the geologic
hazards are mapped using the CTllThompson analysis in order to specifically determine the 'ho
build areas." On lots such as these where "mitigation by avoidance" may not be feasible, the
Applicant shall conduct a drainage basin hydrologic analysis to quantiff the debris flow hazard
and to design the mitigation to provide channelization and conveyance of debris i mud flows
around and away from buildings, but the size of channels and diversion structures should be
designed based on a hydrologic analysis. This analysis shall be provided at final plat.
The Applicant shall redesign the driveway access to lots 11-13 so that drainage is not blocked'
The Applicant shall provide the necessary plan details for this redesign at the time of final plat.
Due to the expansive and compressible soils, the owner / developer of each lot shall conduct
additional design level geotechnical studies once building locations are finalized, to charactetize
soil and engineering properties beneath each planned structure. This information is needed to
develop a site-specific design recommendations and construction criteria. Soil conditions at
planned foundation depths will dictate whether footings with a minimum load will be needed to
counteract expansive clays. As a result, the developer shall make this CTL /Thompson report
available as a reference for potential lot owners for a reference.
The Applicant shall pay the School Land Dedication Impact Fee or pay cash-in-lieu of that land
dedication which shall be due at the time of final plat. An estimated fee based on current fee
regulations requiring $200 per each newly created parcel (Section 9:80 of the Subdivision
Regulations) would be equal to $3,400. The Applicant shall be required to pay the appropriate
assessments and / or impact fees based on the regulations in effect at the time of final plat
review.
I'he proposec{ subdivision is locate<l in the Garfield County Traffrc Study Area 1. This area calls
for an irnpact fee payrnent to Garfield County of 5280 per average daily trip (ADT) generated by
the subdivision. The Applicant shall make a payment to Gartield County of $45,553.00. The
Applicant shail make tliis payment to Garfiekl County or as adjusted by county regulations and
policies in effect at the time of finalplat.
Pursuant to the recornmendation by the Garfield County Road and Bridge Department, the
Applicarit shall:
a. Push back the fences on the property to the property boundaries at the developer's
e,Kpense;
b. There is an existing high spot in County Road 300 approximately 150 feet from the 90
degree bend and proposed intersection with Monument Ridge Road. This high spot will
be flattened out to improve site distance in this area and extend the culvert beyond the
5.
6.
7.
8.
9.
fence lines onto the developer's property. The Applicant shall submit plans ofthis detail
with the final plat. Th_e-Appliqanj-,S-11-AU vi,ork rvith the Road and Bridge Departrneut at the
sitc to ensure the conect improvernents to this section of CR 300 and placement of the
cul_r,ert.
c. Provide a 60 foot wide easement (30' easement liom the center line) to Garfield County
for CR 300 and CR 303 for ftrture road upgrading. Appropriate documentation shall be
provided to Garfie-ld_eounty d.-the time of final plat.
10. The Applicant shall provide Staff with a site plan that delineates any wetlands and waters of the
U.S. within the property as well as the siting of building envelopes so that it remains clear there
will he no infringement in those sensitiver areas. This shall be subrnitted to the Planning
Deparhnent at the time of final plat.
11. The Applicant shall provide a copy of the letter from the Battlement Mesa Metropolitan District
indicating the District will not serve the proposed project with water and / or wastewater and
should be included for the record at the time of final plat.
12. The covenants provided in the application that discusses irrigation water to serve the lots is very
general and vague and there is no clear understanding of how water is to be divided among the
lots. In order to prevent future problems among lot owners, the Applicant shall provide amore
specific division of water irmong the lots should be developed at the time of final plat.
13. The Applioant shall pror,"ide an improvcd driveway detail for Lots 3 and 4 due to its current
proposed location which appears to be too close to the intersection of CR300 and CR -30-3. This
shall be approved by the Garfield County Road zurd Bridge Departrnent fbr the proposed access.
In addition, the Appli<;ant shall provide approvals for all proposed access points to any Counfy
Road for any of the lots at the time of final plat.
14. The proposed grading and drainage at the intersection of County Road 300 and the proposed
Monument Ridge Road should be reworked. The proposed grading provides an aclverse slope fbr
northbound vehicles on County Road 300. The culvert should be lengthened and moved further
away from the intersection of County Road 300 and Monument Ridge Road. A ditch will need
to be constructecl on the dorvnstrcarn side of the culvsrt to convey tlows to the existing natural
drainage. This shall be submitted at the time of final plat.
15. The Applicant shall provide a vegetation bond to be held by Garfield County for the new
Monument Ridge Road at the request of the Garfield County Department of Vegetation
Managernent. The revegetation bond amount will be determined by staff after the Applicant
provides informationrequested inExhibit J. Thebond amount shall be determined andrequired
by the Garfield County Weed Management Director at the time of Final Plat. The security shall
be held by Garfield County Vegetation Director until vegetation has been successfully
reestablished according to the attached Reclamation Standards. Once determined by the Director
that successful reclamation has occurred, the security shall be released.
16. Pursuant to the revised Revegetation Guidelines from the Garfield County Weed Management
Plan (adopted on May 7,2001), the Applicant shall provide a Soil Management Plan, related to
outside-the-building envelope activities, such as new road construction, that includes 1)
provisions for salvaging on-site topsoil, 2) atimetable for eliminating topsoil and/or aggregate
piles, 3) and a plan that provides for soil cover if any disturbances or stockpiles will sit exposed
for a period of 90 days or more. The Applicant shall present this plan, approved by the Garfield
County Weed Management Department at the time of final plat.
17. The Applicant shall drill and test wells for each individual lot rather than share rvells rvhich
requires consiclerable piping and pumping in order to reaoh lots. The Applioant shall submit
approved rvell permits to the Gartield County Planning Department and approval fronr the State
Division ol'Water resclurces indicating that the proposed new wells for each individual lot lvill
not cause material injury based on the appropriate state statutes. All evidence of these requests
shall be provided to the Planning Department at the time of tinal plat.
18. The Applicant shall be required to submit detailed plans of hoiv each shared well system will
iunction including but not limited to details that shor,v hor,v the slzstem will be looped. the size of
the pipes to deliver the water. the w'ell sharing agreements. the maintenance of each system. the
necessary well an-d waterline easements. This intbrmation shall be submitted prior to the hearing
before the Board of (lounty Commissioners.
6
Ju1-?5-OZ 07:35A Colorado Geo. SurveSz
,{
303 A94 ?L74 P -02
STAIE OF COLOTUDO
cotoRADo GEoroctc^t suf,,vEY
Division ol Minerals and Geology
Department of Natural Re$ources
l3l3 Sherman Street, Room 7t5
Denver, Colorado 80203
Phone; (3O3) 86G26I1
FAX: (301) 866-2461
Jnly24,2002
Fred Jarman
Garfield County Planning Department
109 E'h Street, Suite 303
Glenwood Springs, CO 81601
Legal deccriptiotr:
SEt/nSE%of Section 18,
E%NEI/, of Section 19,
and part of the NW% of Section 20,
T7S, R95w of the 6th P.M.
tr-)t4t
DEPARTMENTOF
NATURAL
RESOURCES
BillOr,vens
Corrernol
Gtq t. Walcher
Er€cuti\re Oireclor
Michael B. Long
Divasion Dir€ctor
vicki Cowilt
State Ceologin
and Director
Subject:Review of Monument Ridge Subdivision Preliminary Plan
Garfield Courtv. COI CGS UnioueNo. GA-024011
Dear Mr, Jarman:
Colorado Geological Survey has completed its site visit and review of the above-referenced subdivision.
I understand that the applicant proposes lo create l7 single-family residential lots on this 182-acre parcel.
According to fte Letter of Application (High Corrntry Engineering, April 5 , 2002), the proposed water
service will be by individual or shared groundwater wells, and individual sewage disposal systerns (ISDS)
are planned. I visited the site on July l,20OZ.
We received the following reports with this referral: Geologic Evaluation and Preliminary Geotechnical
Investigation by CTl/Thompson, Inc. (Decernber 13, 2001) and Drainage Study (High Country
Engineering November 28, 2001). CTl/Thompson's geotechnical report provides a thorough description
ofexisting condihons, geology and geological hazards present at this site, and includes appropriate
preiiminary recommendations for torz.ard mitigation, gading, building site excavations and fills,
foundation consfuction, flootr systems and reuining structures, I havc several comments regarding the
proposed developrnent of thi s property.
l. Geologlc hazards
CTl/Tlmmpson ideatifies debris/mud flows and unstable/potentially unstable slopes as hazards that
will influence the location of building sites or will require mitigation. Risk of damage due to
geologic hazards can be minimized by delineating carefully considered building envelopes, and
incorporating these into the plal- Building envelopes should be lomtd outside of the hazard areas
sho*,n on CIUThompson's Geolqic Hozards Map.
The large prorposed lots, ranging in size from approximately 6.1 to 12.7 acres, should allow sufficient
flexibiltty in the siting of building envelopes to avoid the ha?ard areas identified by CTUThornpson.
Exceptions to this may be lots l, 5 trd 17. Lrge portions of these lots contain potential debris flow
hazards. On lots where "mitigation by avoidance" is not feasible, the following recommendations
should be adhered to:
If building envelopes are located within any of the mapped debris flow hazard arEas, a drainage basin
hydrotoglc aralysis will need to be performed to quantiff the debris flow hazard and to design
mitigation. I agree with CTl/Thompson that mitigation can be achieved with careful site grading to
provide channelization and conveyance of debris/mud flows around and away from buildings, but the
size of charmels and diversion stuctures should be designed based on a hydrologrc analysis.
C: Corlsfi LURstGsrfield MormEnt RilgF.doc
07Q4A2,4:58 PYI
Jul-25-o? 07:35A Colorado Geo- Surwe5r
It
Fred Jarman
Page 2
July 24,2002
303 a94
Cj''cdffi LuRsr'fiffeld Mcnurent nllae.doc
0712402. S:0t pM
2.
3.
Access to lots ll, 12 and 13
The- Drainage Study states that "drainages will not be changed by the proposed development,,, but rt isunclear whether this statement refers to the drainage the runs betweenthe southern edie of CountyRoad 300 and proposed lots 11-13. Driveway access to these lots slrould be designedlo that thisdrainage is not blocked.
Foundation- design. Expansivc and compressible soils arE a concern in this area. CqL[Thompson,sgeotechnical report includes swell-consolidation t€stresults for 6 samples, and describes the site,sclayey soils as moderately expansive to moderately compressible. t agree with their recommendationfor-additional, designJevel geotechnical studies, once building locations are finalized, to characterizesoil and rock orgrneering propertios beneath each planned stnicture. This information is needed to
{cvelop site'specific design recommendatiorrs and const-uction criteria. Soil conditions at plannedformdation depths will dictate whether overexcavation of cornpressible soils and pla."r*t ofstructural fill will be needed, or whether footings with a rninimum dead load will be needed tocounteract expansive clays.
T'+ Ylu for the opportunity to review and comment on this project. If you have questions or needclarification of issues identified during this review, please call rne-at (3o3i gg4-zl73', or e-mailjill.carlson@state.co,us,
Sincerely,
WlnhaL
U
Jill Carlson, C.E,G.
Engineering Geologist
P-03
STATE OF
COLORADO
Bi!! Owens, Governor
DEPARTMENT OF NATURAL RESOURCES
DIVISION OF WILDLIFE
AN EOUAL OPPORTUNITY EMPLOYER
Russell George, Director
6060 Broadway
Denver, Colorado 80216
Telephone: (303) 297-1 192
Garfield County Building & Planning
Attn: Fred Jarman
109 8th Street, Suite 301
Glenwood Springs, CO 81601
Mr. Jarman,
ForWldlife-
For People
I have reviewed the Preliminary Plan application for the Monument Ridge subdivision and offer the
following comments:
The wildlife information and assessment provided in the wildlife report is accurate and factual. I agree
that the most important wildlife habitat is the part of Monument gulch that runs through the property.
Monument gulch is a major wildlife movement corridor on Battlement Mesa. The guich provides good
security cover and habitat for many small mammals and songbirds, but especially for mule deer.
During review of the Sketch Plan the CDOW recommended that the area of Monument gulch that is not
developable be conserved as open space for the development. The present application lists no acres for
open space.
Establishing open space in Monument gulch would compliment the existing open space in Monument
Gulch created with the Battlement Mesa PUD. Open space would help preserve the wildlife value of the
property and would help mitigate the cumulative impacts of the proposed development. The proposed
covenants cannot assure that the wildlife habitat would be protected and that the important values
identified in the wildlife plan are preserved or mitigated for.
The CDOW recommends that the fence restrictions include: that the top and bottom wire be barbless,
that the second wire be at least 12 inches below the top wire, and that the bottom wire is at least sixteen
inches offthe ground. We agree that total fence height should not exceed forty-two inches.
The covenant restricting dogs and cats to the property is good measures that will benefit wildlife. The
CDOW is pleased to see the weed control and vegetation management plan integrated into the
Homeowner association elements of the covenants.
Thank you for the opportunity to comment. If I can be of furttrer assistance, please call.
Sincerely,
cc: Yamashita John Broderick
DEPARTMENTOF NAruRAL RESOURCES, Greg E.walcher, Fxecurrve Diredor
WLDLIFE COMMISSION, Rick Ensfrorn, Chair . Robed Shoemaker, VreChair o Marianna Raftopoulos, SecretaryIl^-L^^ E,^F^J El^& - T^H O.,,1- - B:ti^ t^a^^ - E,E{ tfh^t^^ - ntt,^\,^tj^,
ffi
District Wildlife Manager -Parachute
Wasserman
Advertisine
August 26,2002
666 Dundee Road #404
Northbrook, IL6OMz
847-559-BBBS fax-9029
RE: Public Notice
RE: Section 18, Section 1 9, Section 20 Township 7 South, Range: 95 West
Subdivision of 181.9 acres
As the owner of 3 lots next to the property. I fully support
the subdivision of the l7 lots. r welcome the development of the
property.
This project is very well planned and the developer has a wonderful
reputation from Denver to Grand Junction.
this project.
RECEII&O
.
sFp 16 2oo2
,-fiffiils?,?:ffiI^L
commissioners to move fast & approve
Gurfield Coan$August 15,2002
Roger D. Neal, P.E,., Project Manager
High Country Engineering
1517 Blake Avenue, Suite 101
Glenwood Springs, CO 81601
BUILDING & PLANNING DEPARTMENT
RE: Monument Ridge Subdivision Preliminary Plan
Dear Roger,
As you are aware, the Planning Commission moved to continue the public hearing for the proposed
Monunent Ridge Subdivision to September l l, 2002 based on the lack of pertinent information
required for their review warranting a recommendation to the Board of County Commissioners. As a
result of the discussion at that meeting, I have compiled a list of what appears to be the most
significant issues which need further clarification, discussion, and elaboration below:
Domestic Water Issues
1) Garfield County has defined your proposed shared wells as central water supply systems which
are not to be confused with the Colorado Deparhnent of Public Health and Environment's
definition of community water systems. To this end, please respond specifically and
appropriately to Sections 4:91,9:53-9:55 ofthe Garfield County SubdivisionRegulations. Your
response shall include design plans that indicated how the central water supply systems will
work, how the HOA will administer the water to the homeownsrs, how the easement will be
described, etc.
2) If you chose to provide individual wells for each of the lots instead of central water supply
systems, please provide all the necessary information required in Sections 4:91 and 9:50 related
to providing legal and adequate sources ofwater. This will also include providing approvedwell
perrnits to the Garfield County Planning Deparhnent and approval from the State Division of
Water resources indicating that the proposed new we[[s for each individual lot will not cause
material injury based on the appropriate state stafutes.
Irrigation Water Issues
3) In the event the Applicant proposes to provide irrigation water to the lots in the subdivision, the
Applicant shall more specifically define and describe how irrigation water is to be provided and
divided among the proposed lots. This language shall be placed in the protective covenants in
order to prevent future problems amorg lot owners.
No Building ZoBes / Buildine Envelopes
4) Due to potential debris flow and drainage hazards through the property, the Applicant shall
108 8th Street, Suite 201, Glenwood Springs, Colorado 81601
(970) 945-8212 (970) 28s-7972 Fax: (970) 384-3470
designate "no building axeas" on all of the proposed lots. All proposed structures shall be set
back at least 20 feet from the top of any drainage outlined in the CTL / Thompson Report as well
as the Resource Engineering Report. In addition, the Applicant shall specifically show where the
geologic hazards are mapped using the CTl-/Thompson analysis in order to specifically
determine the "no build areas." On lots such as these where "mitigation by avoidance" may not
be feasible, the Applicant shall conduct a drainage basin hydrologic analysis to quantiff the
debris flow hazard and to design the mitigation to provide channelization and conveyance of
debris / mud flows around and away from buildings, but the size of channels and diversion
structures should be designed based on a hydrologic analysis.
5) The Applicant shall provide Staffwith a site plan that clearly delineates any floodplain areas so
that the siting of building envelopes will not infringe in those sensitive areas.
Access / Garfield CountlRoad and Bridge Issues
6) Please obtain and submit a letter from Road and Bridge Deparfinent to the Planning Deparffient
clariffing theirprofessional opinion on the following issues:
a. The timing afld responsibility of the relocation of the existing fences along CR 300 and
CR 303;
b. Clari$, the apparent Road and Bridge Deparhent's apparent commiffirent to participate
in the construction of lowering the high spot in County Road 300 approximately 150 feet
from the 90 degree bend and the movement / relocation of the culvert allowing ditch
water to pass under CR 300 beyond the fence lines onto the developer's property.
c. Provide a 60 foot wide easement (30' easement from the center line) to Garfield County
for CR 300 and CR 303 for future road upgrading.
d. Clariff the specific comments from Road and Bridge regarding driveway detail for Lots 3
and 4 due to its current proposed location which appears to be too close to the
intersection of CR300 and CR 303.
7) Please note, the proposed shared access from CR 300 to Lots 11-13 will be required to be
designed as a public road pursuant to the design specifications in the Garfield County
Subdivision regulations Section 9:3 5.
Once you have addressed these issues, please resubmit a package (including 9 copies) to the
Planning Departrnentforreviewand forwardtothe Planning Commission.Ilookforwardto working
with you in the processing of this application. Do not hesitate to contact me in the eventyou have
any questions.
Sincerely,
Fred Jarman, Senioi
)
Aug-13-OU O?tZ4p P-OA
Form No.
GWS-?5
AFPLTCANT
PERMIT TO
r.' .-1.'- ";
OFFICE OFTHE STRTE ENGTNEER
,t'QhHHABP;'?JHHLo,U9.LH#IEEFE$ouRGEs
(3031SESSSE1 ' :*rrl -tt, i';.i. 1:rI.'i",r l.l r...,r'!i |.\$';21'.\'. i' \t | . t,
. t.,J .,
MONUMENT RIDGE HOMEOWNERS,ASSN
% PETER HEINEMAN "
.
19423 N TURKEYCREEKRDSTE B
MORRISON, CO 8040S
{303} 697-0678 . ,,,.-;+,,
SE 114 SE 114 Secrion 18
Township 7 S Range 95 W Sixth p.M
865 Ft. from South
575 Ft. from East
UTM COORDINATES
Northlng:
Sectlon Line
Section Llne
Easting:
DIV. 5 WD45 DES. BASIN
1 Bhdr; Ftllng: Subfi: MONUMENT RTDGE
GARFIELD COUI,ITY
1)
2)
s)
!{ISUAI{CE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
Thls wetl shaU bo uEod ln suclt e uay as is carEe no material injrry 1o exrsting wator rights, Tho issuanco of this permitdoet not asEsrs the appllcant that no lnjury will occur to another veotsd $tater right or preclude another owner of a yested
water rlghl from seoldng rattof ,n a ctvll murt acflon.
The consbrrction of thB w8ll Shall bo in complianEa with the Wat6r WEll Gonsbuction Rules z ccR 402-2, unlessapproval of a mriancs has been granted by fte Shb Eoard of Examiners of Water Well Construclon and pump
lnstaltsuon qonuactor$ h accbrdarrca+rtth Rut6 19.
Approved pur:suantto CR's 37-90-13712lld the constructlon of a well, approfiatng greun{ wator tributary to ths
Colorado River, ae an altsrnats polntof divsrsion to the Avalaffiirs Canaland Sipfron, on $e condition that the well shallbe operated only vihan the West Divide Watsr ConsErvancry Oistrict's substifute water supply plan, approved by 1e stateEngineer, ls In effect anil whon a writor allotment contrac,t between tha well owner and ths Wast Divido WaterConservancy'District for tta releaEB of replacemffit watsr from Ruedi Reservoir is in ef(ect, or under an epproved plan foraug mentatlon. W DWCD contract ffi 1 05 $1 MRt-tA(al.
Ths use of grounrl waier from thls ueil lri comblnsflon wlth Monument Rldgre Well Nos. 1 and 20 (perrnits S6865_F and56584-F) ls lnrlted lo ordlnary houe€hold purposss ineide t$,o (2] singte t
.mity
or"uings, ne lrrigrlon of not more than5,000 squara feet of home gadans 8nd tswns, and th6 watering of rour (+i head sf stock. Alt use of this welt wi[ becurtailed rlnbtt the waler allotnent contractor a plan for augmsntation ls ln effect. Thls well ls known ae MonurflentRidge WellNo.25.
Tha maximurn pumplng rab sf thk wsll shall not e)rc€ed 15 GpM.
Tho comblned average anlual arnount of ground watar to be appropriated from all wells operitin$ under the WDWCDconlraoi #010591MRFt{(a} ahelt not sxcaat 12.13 acre,faet.
Tha owner shall mark ths well in a consplcmus plsco with $/ell peffilt numbe(s), narne of th6 aquifer, and court casenumber(s) as approprlate. The otvner Bhail taka neoessary m6ans and Frocautions lo presgrve these marl(ings.
A totalizlng flow meter must bo Instalted on thls urell and maintained in good working ordor. permanent records of alldiversiqns must be mainhinsd by the well owner {recordsd at least annually) and submltted to the Division Engineerupon rsqusst
This well shall be construeted al least 600 feEt tom any existlng well, completed in the same aquifer, that is not trwnedtry iha applicant-
This well shall ba constructed not mora tiran 200 fed from the location specifiod on this permit. c€. z_o s_vr * ?_
4)
5)
6)
7)
8)
si
10)
A,
Form No, OFFIC_E_O_F_THE STATE ENGINEERGWs25'_qptPr#*9,
PJI(!,s-lP=l| gE.nt#iF5#Eso u Rc E s
(30318583581
APPLTCANT
5) The maximum pumping rate of thh tvelt shatt not excsed tE GpM-6) The combined evertsge-annual amount of ground-water to be apprepristsd fmnl ell wells speratf,ig uhdir thc WDWCDc0nrra6l flr105:tl MRHA(a) shail not excaed 12.23 acre-feet_7l rhe s'#ner shall n,a,trho well in a conspicuous place with well pormit number(s), nams of tho aqurrer, and court casenumber{s) as appropriate' The owner Ehall take nece$$ary ,rrr* and precautions to preserue these maftlngs-8) A lolalizlng flow rnet€r must he ingtaffed on thls well and maintalned ln good uorking ordsr. permanent re(prds of all.
ffiffi#ist
be maintained by the wellowner (recorded at leastannualty) ard eubmttt*,1 b tho Divisiorr Engineer
9) This well shal! bs canstructed at least 600 feet ftom any existlng well, oompleted ln the same aguifer, thar is not ownedhy he applicant excrpt for€ wefl wlth permit no, S6EE2-F 1fnoi, as Monumant Ridge Weil No. 18) for which a 600_footspaclng waivsr has bean obtainad,
1tJ) This well shall ba constructsd not fiore than 200 leet from the locatisn specllled on this Formit.c_q* 2r: g._5,r o.?_
MONUMENT RIDGE HOMEOWNERS ASSN
% FETER HEINEMAN
19423 N TURKEY CREEK RD STE B
MORRISON, CO 80465-
(303) 6e7-0678
IT TO Norlhing: Easting:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIG;;
Thls well shall be used in tuch a way as to cause no rnaterlel lnJury to existing water righls The issuance ol this permitdoes not assure the applicant that m Injury will occur to anqther vested weter right or preclude ar*rthor owner Df a vestec,water rigtrt fom 6csklng. relief in a civil court acUon.
Tho constructlon of his well sha[ be ln cornplianoe with th€ w€t6' well constncilon Rules 2ecR4o2-2, unlessapprovel of a variancs has been granted by he state Board of Examiners of water well construction and purnplnstallatisn Contractors in accprdance with-Rule 1g.
t3il1":"jffi:"ll * 1,ff"."1j*1l,rJ?lHI::.lyTIT_"1? w:u, a?pmptatins sround wat6r tributary to tho
f""'"":*:[-jf,'.fl_nlr^.1^1lr^nl:-.]1,y1rsron ro t'. nu"LnJ;;ffiffiffffir:'*;;".H;,'ilTl'#,ilTer shariffiffi; *,1,1fi ;il:'ffi ,'J#I;,i',1 ;T[Enginggf, lS ln gffecl anrl when a uratcr ail,nrm^Fr ^^rr--r L -L-.- -il:,fi:i:ii?*:1,:::glllTg:1pu,,",t;;"db;#;ilil;ffi ;iH.,?iJfl,*1H,,#il:lj
"#l' 'l'""#
"J.T:r"#fi #11il,. pra. rorauomgnt8tlon- WDWnn a^hlE^l +H't,r ArEi{ rror r A ,^raugmentaHon. WDWCD contnacl ffi 1 0E31MRHA(a).
I|Eff.[:1,g.,?xli#Hil,Tl:,:^,:1,::T:,111,_lllh Monumenr Ridsewel Nos.3,4 end s (permts 56567_F,
;:1f,*"-[",],'.','#:f"T]:'"13,11P"f:::i:,,1ry*;i1fi;ffi"i,;'",iili;J,,ij'I;l'',,1lff1,',lnli,",
iilffi:[ilJ.,r;:":r_lj-_.liil:1y:_-gi1_:1* Id il*i*,*o ,,,";ilil #,;i;ruI;ffi:i:;i",Jxfillil,J_,,
#"TJyltfj:tl-,::*waterarrotmeni*nt,,.roi;Eio;;,;,ffi"1i,I,il,1HH,:,_'5T'_ffiTili{onument Ridge Wsll No. ?,1-
or?-Is-oz 0Z:Z3p P -07
APPBOVEp WELI-..LOCATION
GARFIELD COUNTYSE 114 SE 1t4 $ectiorr 18
Township 7 S Bange gS W Sixth p.M.
ES
I Ft. from50 Ft. from
urM gooRDtNArFS
South Section LineEast Section Line
YI'ELL FERMIT NUMBER
Dlv.5 WD45
o57?04
, ':ur e ", [\
Aug-13-CI2 O2:23P
Form No-
GWS-25
AFPLIcAt'lr
P-06
OFFICE OF THE STATE ENGINEER
GOLORADO DIVISION OF WATER RESOURCES
018 Csntsnnlal Bldg., 1313 Shernan $L, Denwr, Colorado 80203
(303) EE&3581 Lle
WELL PERMIT NUMBER O57?O3 .F
DIV.5 WD45 DES. BASIN MD
B Bloclc Flling: Subdl* MONUMENT RIDGE
APPROVED WELL LOCATION
GARFIELD COUNTYNW 114 NW 114 Section 20
Townshlp 7 S Range 95 W Six$r P.M
DISTANCES FRoM EESTj9N L|NES
960 Ft, from North Section Line
60 Ft. from West Sectiorr Line
UTM COORDINATES
Norlhing: Easting:
ISSUANCE OF THIS PEFMIT DOES NOT CONFER A WATER RIGHT
coi!.qlTloNs oF AFPROVAL
1) This wsll shall bs used ln such a way as to causo no metedel lnjury h existing water dghts. The lssusnce of this t crmit
does not as$ure the applicant that no injury will occur to another vested watar dght or proclude another owner of a vesled
watar right from seekl4g rellel ln a clvll oourt ac*lon.
2) The constudion of thls well shall ba ln compllanco wlth tho Watsr Well Construction Rules 2 CCR 402-2, unless approvrrl
of a variance has been granhd'by he SHe Board of Eramlners of Water Well Construction and Pump lnstallation
Conbaciors in acosrdanco wiEr Rula 18;
3) Approved pursuant to CRS 37-9tr137(2) for tho construction of a well, apprcprlatlng ground watar tributary to the Colorado
Rivor, aa an alternate point of divarslon to the Avalamha Csnal and $iphon, on the oondition that the well shall be operalod
only wlren flre West Dlvlde Wat€r Consewanc} Dishicfs sr$stitutp water supply plsn. approved by the State Engineer, ls in
effect, and when a watsr allotsnent oontrast bstween the well owner and the West Divide Water Con$ervancy District forlhe
release of replacement nater frorn Ruedi Rsservoir is in effect, or under an approrrad plan for augmentation- WOWCD
contract fl)1 0531 MRHA(a).
4) The use of ground watbr ftorn flrls wetl in'c0fibination with lulonument Ridge WeU Nos. 6, 16 and 17 (pomrits 56570-F,
56580-F and 56581-F) is limited to ordinary housshold purposes lnsido hrso (3) single farnily dwelllngs, the inigation of
not more than 7,500 squar€ feet of home gardens and lawns. and the waterlng of sk (6) head of stock, All use of tlrls well
will be cufislled unless the watar allotrnant contract or a plan for augmentatisn is in effect. This well b known as Monumont
Ridse WellNo. 23.
5) The ma)dmum trrmplng rate of lhis well shall not e)Fe€d 15 GPM.
6) The eombindJ average annirel emount of ground urater to be appmpriated frpm all wells operdtlng'unber the WDWCD
contract #010531MRHA(a) ehall not B)csad 1e23 acre-feet.
7) The owner shall mark the wdl ln a oonspkuom phco wlth well pemit number(s), name ot the aquifer, and court case
number(s) as appropriate, The owner ehall taks necs$sary means and pracautlonr to prossrvs these marklqgs.
E) A totalizlrE flow nretor musi bo tnstated on'this woll and maintalned h good tvorking order. Psrmanent rscords of all
dlverslone muet be malntainad by the wsll owner (ruoorded al leaet annually) and submitted to the Division Englneer upon
rsqusst.
S) This'rr/ell Ehall be constructsd at leesl 800 Eatfrom any existing wetl. complebd in the same aguifer, that ls not uwned by
tho applicant,
1 0) This well shall be constructsd not more tran 200 fset from lho location specifisd on lhls permit. o€- z-o Tu* o "_
APPROVED
CJE
MONUMENT RIDGE HOMEOWNERS ASSN
% PETER HEINEMAN
19423 N TURKEY CREEK RD STE B
MORRISON, CO 8046S
(303) 6S7-0678
or:-13-oe o2:23P P. G5
Form No,
GWS-25
APPLICANT
OFFICE OF THE STATE ENGINEER
sp"F,B"mBg,.?JIfl H'.P'[gf; .W#LF,EF
(303) 866..1581
ESOURCES
MONUMENT RIDGE HOMEOWNERS ASSN
% PETER HEINEMAN
19423 N TURKEYCREEK RD STE B
MORR|SON, CO 80465-
(303) 6s7-O678
APPBQIIEp WELL LocAIoN
GARFIELD COUNTYSE 114 NE 114 Secrion 19
Township 7 S Range gS W Sixth p.M.
prsTANcEs FR9M SECTTON LINES
1345 Ft. from North Section Line
490 Ft. from East Section Line
UTM COORDTNATES
Northing: Easlirrg:
o5?7az -E
DIV. 5 WD45 DES. BA$IN
ISSUANCE OF THIS PERI\4IT DoEs NoT coNFER A WATER RIGHT
1)
ggNpnrcNs oF APPRqV.&
This well shall be used in such a way aE to cause no material iniury to exls0ng water rights. The issuance of this permitdoes not assura the applicant that no lnJury wlll occsl ta anothsr vestod waier dsht or prgcluda artothir ownor of " uor.dwator right fiom Eeeklrg rellef ln a clvil court adion.
The construction of thls w€ll shall bo in compliance wlth the water well Gonstrucllon Rulos 2 ccR 402-2, untess approval ,of a variance has beon granted by the State Board of Examiners of Watrer Wdl Construction and pump lnstallationContractorr iq aacordance,,vtttr Rule lg;,
Approved pursuant to cRS 37'sG137(2) for the construction of a weil. apprrpriating ground waler tributary to the crrlerarjoRiver, as an altemate point of diversion h the Avalancfie canal and siphon, on lhe condition that fire well shail be operatedonly when the west Divide Waler consen eney DlEtrict's subs{ihlt€ ,,naier supply plan, apprcved try the siata Engirreer, is inefrect, and when a watsr allotment contract between the well ourner and tre wesi Divlde water conservancy District for thcrelaass of replicement water ftsrn Ruedi Rsseruolr ls ln effrct, or under an appruved plan for augmentetiqn. WDWCDcontracl #01 0531 tvtRt-lA(a).
The use of ground watrir from thi$ well ln conrhination with Monument Ridga Wett Nos. 10 and 11 (permits 86574.F and56575'FI it limited to onllrtary household purposes lnslde tuio (z) slngle fanrily dnellings, ho lrrigation of not moro han5,000 tquare fiset of homa gardene and lawns, ahd the watering ot rour (4) head of strock. All use of this we[ will bocurtailed unless the water allot'nent oontrsct or a ptan fur augmlntation is ln Effect. This well E known as lvlonunlent RidgeWell No.22.
The maximum pumping rate of this well shalt not exceod 15 GpM.
ThB comblnsd averagB annsal amount of gmund water b be approprlated from all wells operatlng Lnder the wDWcDoontract #010331MRHA(a) shallnot excsed 12.23 acre_fast
The owner shall mark the wsll in a mnsplcuou$ placo with well pennlt nurnber(s), name ol lhe squifer, and court casenumber(s) as appropriate, The owner shall Eke necessary means and precautlons lo preserue these markings
A totalizing flow meter must ha lrrstallsd on this wall and malrrtalned ln good wortirrg order, permanent rccords of alldiversbns mu$t ba maintained by the woll owner {recorded at least anrir"ttyy ana slrbmitted to tre Division Enginoer uponr€qu€st.
This trvell shall be cnnstructed at least 800 foat from any exlsllng r,vall, completed in the same aquifor, that is not owned bythe applicant,
2l
3)
4)
5)
6)
7)
E)
s)
10i This urell shall be constructsd not mors than 200 fset frcm the location specified on thls permit.G- 2.o a..)Y.\ O ?-.
Aug-13-OU OE:ZZp P-Odl
Forrn No.
GWS-25
APPLICANT
OFFICE OF THE STATE ENGINEER
sgLaBADO D_ryt_g_tolt _oF WATEB RESOURCES818 CenEnoiat Btdg.. t31O StrEr-man St.. Oe-nver,-6'feriaft B0ZO3
i303) 86S3581
MONUMENT RIDGE HOMEOWNERS ASSN
% PETER HEINEMAN
19423 N TURKEY CREEK RD ETE B
MORR|SON, CO 80465-
(303) S97-0878
AP, ERg.I/F,p vvFL L LocAT_lO N
GARFIELD COUNTYSW 114 NW 1t4 Sectron 20
Township 7 S Range gS W Sixrh p.M,
PI$TANCES FROM SECTTON LTNES
1620 Ft, from North Section LincM5 Ft from West Soction Line
WELL PERIVIIT NUMBER Qs7?01 " F
DIV. 5 WD45 DES. BASIN
UTM COORDINATES
Northing:Easting:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHTcoNptltoNs oF,,APPROVAL1) This well shatl be usod in such a way as to cause no malerial injury to existJng water rights. The issuance ol lhis permitdoes nol Essure the applicant that no lniury will occur to srlolher uurt"d *rl*, right or pretludo another owner of a vestecjwatr+r right ftom seeking relief ln s cfull court action.2) The constructlon ol this wull shall be in compllance wlth the watar Well Construction Rules 2 GCR 402-2, unless ap;irovalof a variance has been granled by the state Boad of Examiners of water well construclion end pump lnstallalionContractors inaccordance wlth Rule 1g-,.:r) Approved pursuint to CRS 3Z-S0-137(2) for the conetrucilon of a well, appropriating grourrcl water tribuhry to the ColoradoRiver' ss an altemate Point of diversion to the Avalanche canal and srprnn, on the condirion that the well shall be oporatedonty whon lhs west Divide water con$ervancy Districts substtute water supply plan, approved by lhe state Engineer, is inetfect' and when a waler allotment conract bahileen tho weltowner and lhe west Divide water conscrvancy Distrlct lor ther€lease of replacement water from Ruedi Reservolr ls in effect, or under an appmved plan for augrnentaLion. ryDWCDmntract *O1 0S3 1 MRHA(a).
4l rhe use olground warerfrom this we, rn coinbinatbn with lvronument Rrdge wer! Nos, 1e, 13, 14 and 15 (permits56576-F' 56577-F' 56578-F snd 56579'F) is limited to ordinary househotd puryoses lnstde four (4) single hmily dweltngs,the irrigation of not more than 1o'o00 square feet of home gardens and lawns, and the waterlng of eight (g) head of stock,All use of this well will be cilrtailsd unlegs the urater alhtment contracl or a plan for sugmcntation is ln effect. This well isknown as Monument Ritlge Well No_ 21.5) The maximurn pumping ,ate of this wsfl sharl not exceed 1s GpM,6) The combined averaEe irnnual amount of Sro.ln!.water to be appropriated fncm all wells operaiing under the WOWCT)contract #010S31MRHA(a) shafl not exceed t2_23 acre-foot.7) The owner shall mark the well in a consPicuous place with well permlt number(s), narne oI the aquifor, and cor.rfi ca:;enumber(s) as appropriata. The owner shall iake necossary msan6 and precautions to proserve these rnarkings-8) A lotalizlng flow meter must be installsd on thls well and maintained in good working order. pennanent records of Eltdiversions rnust be maintalnetJ by the well orrtner (recorded at least annuaily) and suomltted to lhe Division ErEinoor uponrequest.
S) fhis wall shall b€ consttucted at least 800 feet from any exlstirrg weil, compbted ln the sarne aquifer, that is not ownect byth€ applicant.
10) This well shall be constructed not mors than 2(x) feet fficfll the location specifiad on this pennit. c,E ..-,.s,r"_ o ?-
APPROVET)A.
Lot:14 Bloclc Flling: Sr$dlu MONUMENT RTDGE
M
or:-13-oe o?;?2P P^03
4t476r-E Dlv 5
56569-F
ORDER OF THE STATE ENGINEER
lN THE MATTER OF WELL PERIvilT NO, S6569-F
LocATloN: NE %, NE %, sEcTloN 19, TowNsHtp r souTH, RANGE gs wEsr, 6rH p,M,
APPLIGANT: MoN UMENT RTDGE HoMEowNERs AssoctATroN
THE STATE ENGINEER FINDS:
The well permit was issued on October 1,'2001, and has an expiration date of October 1,2002.
on April 29,2002, the applicant submitted evidence to expand theThe eviderrce is as follows: an application to ctrange or increase the(Receipt No. 491 31 1 -A).
' use.oi an existing well.
use of a well SE56+F
..
This application_ has been approved, therefore, the subject well permit is herehycancelled and is of no further force or effact.
Dated tfris 4l day of June, 2002.
Hal D. Sirnpson
State Engineer
By, /:{A-{: }
=CHHC,IJ EngelmAn/
Water Resource engifuEit '
Prepared by: CJE
cc; Division 5
Applicant
*'.-l:- 1s-oe P. 02
Form No.
GWS-25
APPLICANT
OFFIGE OF THE STATE ENGINEER
^c.QLpBADO.p.t!/lStON_OFr,-vATERRESOURCES818 Csntonnh, Bldg., t3i3 Sh6rman St., Oenver, Coilorado fOmg--
(303) 866-3581
MONUMENT RIDGE HOMEOWNERS ASSN
% PETER HEINEMAN
19423 N TURKEY CREEK RD STE B
MORRISON, CO 80465-
(303) 6s7-0678
APPBOVED WEI=L LOCATTON
GARFIELD COUNTY
NE 114 NE 114 Section 19
Township 7 S Range 95 W Sixth P.M
plsTANgFS FROM SECIoN LtNE.g
620 Ft. fmm North Section Line
920 Ft. from East Soction Line
UTM COORDINATES
Northlng:Easting:
WELL PERMIT NUMBER O5
6 Elock: Flling; Subdlv: MONUMEMT RIDGE
1l
ISSUANCE OF THIS PERMIT DOES NOT CONFERAWATER RIGHT
coNplTf QNS OF APPRO,yAL
This well shall be used in such a way as b cause no material injury to existing water rlghts. The issuance qf this permit
doss mt assure the applicant that no lniury will occur to another vested water right or ireclude anothcr owner oI a vestedwater right from seeklng.relief in a civil coufi acflon.
Tho construction ot this woH shall be in compliance with the Water Well Construction Rules Z CCR 402-?, unless apurovatof a variancs hae been granted by sre state Board of Examiners of water well c,onstruction and pump lrrstallation
Contractorc in accordanc,e with Rule IB_
AFproved pursuant to cRs 3?-s0-137(2) for the use of an existing well constructed under permil no, 5658g-F (cancallerl),appropriating ground water tributary to tha Colorado River, as an altBrnale polnt of divsrsion trr lhe Avalanche canal and$iphon. on the condition that the well shall be operated only when the West Divide water Conservancy Distri(f,s substitutewater supply plan. approved by ihe State Englnoer, is in effact, and when a waler allotrnent (ontract botween the welt ownerand th€ west Dlvide Water conservancy Dislrict for the release of replacement water from Ruedi Reservoir is in etfect, orunder an approved plan for augmentaUon- WDWCD contrsct f010f31MRl-tA(a).
The usa of ground waterirorn this welt in cornbination with the Msnument Ridge Wsll No, 7 (permir 06s71-F) is limited toordunary household purpose$ insido two (2) single family dwdlings, the inigation ot not moreihan 5,000 square teet othome gardens hnd lawns, end the uatering of four (4) tread pf stock. AII usa of this well will be curtailed unless tho waterallotrnent contract or a plan for augmentatlon lg ln effoct. This well lE known as ilonumonl Ri@e well No. s.
The maxirnum pumplng rEto of this wefl shall not exoeed 1O GpM.
Tho combined Everago annual amount of ground watar to be appropriated from all r,vells operatipg uFder the WDWCDcontract #010Si1MRHA(a) shalt not sxceod 12_t3 acre_feat.
The owner shall mark the well in a consploous place with well permit number(s), nama of the aquifer, and court casenumber(s) as appropriate, The owner shall take necessary moans and precautions to presen4g those nurki.gs-
A totalizirtg flow metsr musl be Installsd on this well and maintainert in good working order. permanent recurds of a1dlversions must be maintained by tha well owner (recorded at least annually) and submitted to the Division Engineer uponroquest,
This well slrall be located al least 600 fuot frorn arry existing wsll, oompleted in the 6ilne aquifer, that is ngt owned rry fieapplicant.
This well shall be located not more than 200 feet from the location spacified on this permit,
"*_ a_o T.r_ 6?_
2l
3)
4)
5)
6)
7)
8)
e)
10)
4..
DIV, 5 WD45 DES. BASIN
or:-13-oz 02:?zF P-01
P.O. Box tsoo
to(,s cn rp*f lv*,
OlanHood 8!ilngt,
co fi601
'l'o:.Fred Jarman
Cornpany: Garfield Cguntv Euildins & ptanninq Deot.
From;Bra,4 Peek
F*x No: (970) 384-347-q-
Pages: E , including thi* cover sheet (orlginal will / lvitt not follow by mail)Dutc: August 13.2002 {2:{1pm}
(c7o, las€7oo
o,ruf r.er?fit Fer
Fax Cover Sheet
Job #:
RF],:
21802,,,
.n{gnument RidqeSubd! _
I nstructlgns/C om ments :
As you requested, attached are the additional well pennits for the shared wells on the
Monument Ridge property.
lf you have any questions, please call our office at (g70) g4s-g700.
RECEI\AD
AU6 I r 20/J2
,,ffii^j8?r',?lfil}.
Zrnrettfll*n {FrD 4gmfldrEr, tr!g.
lf you have any problems receiving lhis transrnission of document(s). please call (970) 945-5200
r0lt3t03
TO Fred Jarman
FROM Mary Anne Bosely
RE Noel Richardson
Monument Ridge, LLC
1586 County Road 300
Parachute, CO 81635
970285 2042 970923 t263FAX
Fred - Attached is a Geotechnical report fiom CTl/Thompson dated May 9, 2003.
According to this investigation 4 inches of class 6 aggregate base and 4 inches of class 2
aggregate base are appropriate for this project.
We are also forwarding this information to JeffNelson, assistant county engineer, and
Roger Neal with High Country Engineering.
Please let us know if you have questions or we can assist in any way. Thank you.
t{, hl(l fil t ij il []
ilu{ L 5 1003
dAl-(i" iL,-1, r"i;Uit'l"l I
flJIIPING & PLAHNING
May 9, 2003
Monument Ridge, LLC
1586 G"R. 300
Parachute, GO 81635
Attention:
Sublect:
Mr. Noel Rlchardson
Consultatlon
Resldentlal Road Sectlon
Monument Ridge Road
Monument Rldge Subdlvlslon
Garfleld County, Colorado
Job No. GS-3893 Revlsed
plans prepared by High Country Engineering,lnc.lftrr the subiect slte show
the "Road Section SfA i+OO to ST,A 6+05" conslsting of 6 inches of GDOT Class 6
aggregate base course, above 12 lnches of Class 2 aglgiregate base placed on
slaUtttzea subgrade solls. You asked we comment on tho approprlateness of the
pavement section.
We performed a Geologlc Evaluatlon and Pnrllminary Geotechnlcal
tnvestigagon (GTL/T Job No. GS-3515; dated: December 113' 2001)for the subiect
site. Cflnnomp3on dld not provlde a subgrade lnverltlgation and-pavement
design. Assumlng the subgrade solls are silty to eandy cl;ay' vehicle trafflc ls llght'
and ls approxirnaiely 95 percent cars or plckup trucks the road sectlon shown on
plans is conservatlve. dur experlence ls that lf the subl;rade solls are properly
molsture treated and compacted and are generally non-deflecting under proof
rolllng the 12 lnch thick tayer of Class 2 aggregate base course can be deleted and
goodload performance can be expected. You informed tts an alternatlve sectlon
being considered is 4 lnches of Class 6 aggregate base oourse above 4 inches of
Ctass 2 aggregate base course" ln our opinlon, the alternate section ie approprlate.
We recommend the subgrade be prepared by scarlfylng at least 8 lnches deep,
molsture conditionlng to wlthin 2 percent of optimunt molsture content and
compactlng to at least 95 percent of standard Proctor maxlmum dry denslty (ASTM
D 698). Good gravel road performance is dependent on the:rubgrade solls not being
wetted. PerloOic regrading of the road surface and the a,ddltlon of gravel will be
required.
CTL/THOMPSON, INC.
CONSULTING ENCIruEERS
234 CENTER DRI\/E I GLE.NWOOD SPRINGS COT-OFADO 81601 t (s7o) 945-2809
': tl;", irgl :
r-_l
LH-]
We appreciate the opportunity to work wlth you on lllhls project. Please call
if you have questions.
Very truly yours,
CTL/THOMPSON, IN
Wilson L. "Liv" Bowden, C.
MONUMENT RIDGE. LLC
MONUMEHT RIOGE ROAO
cTL JOB No. Gs-3t03 REVISED
2
:cd
I
RECEIVED
JUt" ? s ?003
GARr tl: ri ,.Ui;,i I y
SULl-IiiriG & pLAM{tf+G
Noel Richardson
Monumert Ridge Subdivision
1586 County Road 300
Parachute, CO 81635
970 285 2042
970 923 t263 FX
July 17,2003
Mr. Fred Jarman
Garfteld County Building and Planning
108 Eth Street Suite 201
Glenwood Springs, CO 81601
D€ar IvIr. Jarman:
We would like to request a one year extension for The Monument Ridge Subdivision. Currently,
we are working to complete this project but need the additional time to fulfill the rernaining
requirements for the final resolution. Please let me know if you have questions or need additional
information.
Sincerely,
Mary Anne Bdlely for Noel Richardson
MEMORANDUM
TO: Garheld County Board of County Commissioners (Consent Agenda)
FROM: Fred Jarman, Building and Planning Department
RE: Extension request for Monument Ridge Subdivision Preliminary Plan
DATE: August 4,2003
Backsround
As you may recall, the Board of County Commissioners approved the Preliminary Plan
for the Monument Ridge Subdivision (located adjacent to Battlement Mesa) with
conditions on September 16, 2002. The current owner, Noel Richardson, requests the
Board grant a l-year extension in order to meet the conditions required in the Resolution
approving the Preliminary Plan (See Exhibit A).
Recommended Action
It is generally the practice of the Board to grant a l-year extension to Preliminary Plans
upon request. From a regulatory perspective, the land use code does not provide any
guidance for this type of request; therefore, it is the sole discretion of the Board to grant
such a request.
Staffrecommends the Board grant this request to extend the Preliminary Plan approval to
September 16,2004.
//,,1 /.'r4 *tn
,,f{ b CtL 3oo
? trtcaf
B7/15/2AA3 23i72 974-9231 263
RECEIVED
Itlr , ,, i,001
GARFIELD COUNW
zullDtt-lc & Pt^l$llt{G
MARY ANNE BDSELY
NGI Rfofi.rdson
Mqtumcnt Ridep Subdivfuiqt
l5t6 Comy Roid 300
Peraohutc, CO E1635
9702t5 204.2
970y73 1263 FX
July 17,2fi13
Mr. Fred Jarmen
Carflold County Building and Pluning
10t 80 Stret Suite 201
Gkztwood Spri4gs, CO tl60l
DGrr Mr. Jennrn:
Wc would &e to roqucsl I onc ),Eor ertension for Thc Monumt Rllge SuMivisioo
wG rro wottfutg to complae thir pojot, btrt ncaa thc addftiouel timc to firmil fu nmrining
rcquirtm€ntc for ttre fmal rcgolutba. Pt€asc lst me knstr ifyou haw qr&*iqrs q need
inftrmriioo"
SincErEly,
RECEIVED
JUt. 1 '? AU[}3
,ffi,Et8,HilH"
I{rry AnnG Bdlolv for Nel Riohafidsdl
Gaffield Coun$
BUILDING & PLANNING DEPARTMENT
August 5,2003
Noel Richardson
Monument Ridge Subdivision
1586 County Road 300
Parachute, CO 81635
Re: Extension for the Monument Ridge Preliminary PIan
Dear Noel,
Board of County Commissioners approved a l-year extension for the Preliminary
approval of the Monument Ridge Subdivision on August 4,2003. This extension
place the new deadline for submitting a Final Plat to the Garfield County Building
Planning Departrnent on September 16.2004.
Fred Jarman, AICP, Senior Planner
970.945.8212
The
Plan
will
and l
108 8th Street,
(970) 94s-82r2
Suite 201, Glenwood Springs, Colorado 81601
(970) 285-7972 Fax: (970) 384-3470
Very truly yours,
L
E--=-
--l
PREUMINARY PI-AN DOCUMENIS FORMAI UMENT RIDGE SU BDIVISIOI{
GARFIELD COUNTY, COLORADO
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BUILDING & PLANNIITG
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PROJECT LAYOUT
sEcT toNs 2 &l ! . Tffitp 6 s, RAffi 9J W, On p.U.
VICIMTY }TAP
-
$f l'- 2m'
SHEET NUMBER .IIILE-
1.
-PLAT
MAP2.
-
PLAT MAP
3.
-GBAD|NG,
DHAINAGE AND EFtoSloN CONTROL PLAN
MONUMENT RIDGE BOAD PLAN AND PFIOFILE
MASTER UTILTTY PLAN
PHASING PLAN
CENTR.AL WELL DETAILS
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OWNERS'
FOOTHILLS IAND AND DEVELOPMENT, INC.
19423 TURKEY CREEK ROAD, SUITE B
MORRISON, COLORADO 80465
PHoNE: (3o3) 697-06?8 FAX: (303) 69?-8533
ENOINEEE.
HIGH COUNTRY ENGIN
CONSULTING ENGINEERS AND SURVEYORS1517 BI.,AKE AVENUE, SUITE 101
GI.ENWOOD SPRINGS, COLORADO 81601(e70) e45-86?6
<.
SCALE: 1' = 3O0'
1;^
PRELIMINARY PLAT
MONUMENT RIDGE SUBDIVISION
ffi**** =",,*.*,.-j !.4$_a-!,!rrc,!!,
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GEOLOGIC EVALUATION AND
REL!MINARY GEOTECH NICAL INVESTIGATION
MONUMENT HILLS RANCH SUBDIVISION
BATTLEMENT MESA
GARFIELD COUNW, COLORADO
CTL/THOMPSON, INC.
Exhibit
D
CONSULTING ENGINEERS
GEOLOGIC EVALUATION AND
PRELIMINARY GEOTECHNICAL INVESTIGATION
MONUMENT HILLS RANCH SUBDIVISION
BATTLEMENT MESA
GARFIELD COUNTY, COLORADO
Prepared For:
FOOTHILLS LAND & DEVELOPMENT
19423 N. Turkey Creek Road, Suite B
Morrison, CO 80465
Attention: Mr. Peter Heineman
Job No. GS-3515
December 13,2001
CTL/THOMPSON, INC.
CONSULTING ENGINEERS
234 CENTER DBIVE I GLENWOOD SPRINGS, COLORADO 81601 I (97O) 945'2809
TABLE OF CONTENTS
SCOPE
SUMMARY OF CONCLUSIONS
SITE DESCRIPTION
PROPOSED DEVELOPMENT
GEOLOGIC SETTING
GEOLOGIC HAZARDS
SUBSURFACE CONDITIONS
Glays
Gravels
SITE DEVELOPMENT
Overlot Grading and Road Grading
Utility Construction
PRELIMINARY BUILDING CONSI DERATIONS
Prelimi nary Foundation Considerations
lnterior Floors and Exterior Slabs-On-Grade
Below Grade Walls and Basement Gonstruction
EARTH RETAINING STRUCTURES
PERCOLATION TESTING
SURFACE DRAINAGE
LIMITATIONS
FIGURE 1 . GEOLOGIC HAZARDS MAP
FIGURE 2 . APPROXIMATE LOCATIONS OF EXPLORATORY BORINGS
FIGURES 3 AND 4 . SUMMARY LOGS OF EXPLORATORY BORINGS
FIGURES 5 THROUGH 9- SWELUCONSOLIDATTON TEST RESULTS
FIGURES 1O THROUGH 12. PERCOLATION TEST RESULTS
TABLE I . SUMMARY OF LABORATORY TEST RESULTS
FOOTHILLS LANO & DEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISION
CTUT GS.3515
1
2
3
3
3
4
5
6
7
7
7
I
I
9
9
10
11
12
13
13
r
SCOPE
This report presents the resutts of our Geologic Evatuation and Preliminary
Geotechnical lnvestigation for the Monument Hills Ranch Subdivision at Battlement
Mesa in Garfield County, Colorado. The site is planned for a single family
residential devetopment. Our geologic evaluation was performed to identify geologic
conditions atthe site and judgetheir possible influence on the planned development
and discuss preliminary mitigation concepts. Our geotechnical investigation
involved performing subsurface exploration and engineering analysis to provide an
overyiewof geotechnical considerations to assist in planning the development of the
subdivision and devetoping preliminaryfoundation recommendations. Afterbuilding
footprints are finatized and building plans are known, additional design level
geotechnical studies wilt be needed to develop design level recommendations and
construction criteria for individual buitdings. This report identifies issues believed
to be common throughout the site and to most of the lots and provides preliminary
geologic and geotechnical discussion and recommendations regarding mitigation
of geologic hazards, overlot grading, infrastructure installation, building site
excavations and fitts, foundation construction, lateral earth pressures and floor
stabs. Our report inctudes a description of the subsoil conditions found in our
exploratory borings and a discussion of site development as influenced by
geotechnical considerations. This investigation was performed in accordance with
our Proposal GS-01-184 (Revised), dated October 22,2001.
This report is based on a review of published geologic maps and literature,
an evaluation of aerial photographs, site observations, conditions disclosed by our
exploratory drilling, results of laboratory tests, engineering analysis of field and
taboratory data and our experience. The criteria presented in this report are intended
for planning purposes onty and not for design of specific structures. A summary of
our conctusions is presented below.
FOOTHILLS LAND & DEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISION
CTUT GS-351s
SUMMARY OF CONGLUSIONS
We did not observe any geologic conditions or geologic hazards that
would prectude development of this site for the intended single family
residential use. Severalgeologic hazard areas will need to be avoided
or mitigation wil! be needed. The subsoil conditions are generally
favorable for the proposed residential development.
Our exploratory borings penetrated a nil to 0.5 feet thick layer of
organic, sandy clay "topsoit" above stiff, silty to sandy clays with
clayey sand lenses underlain by dense to very dense clayey gravels
with sandy clay and ctayey sand lenses and occasional cobbles.
ln general, we judge the natural clays to vary from moderately
expinsive to moderately compressible. We judge the natural gravels
and sands to possess a low consolidation potential.
We anticipate spread footings placed on native soils will be the
recommended fou ndation ty pe on lots where g ravels or non'expansive
ctays are exposed at foundation elevations. Where footings will be
supported by moderately compressible clays, the soils will need to be
subexcavated to a minimum of 3 or 4 vertical feet below the bottom of
footings and replaced with moisture conditioned, densely compacted
structural fitl. Footings with a minimum dead load may be
recommended where expansive clays are found atfoOting elevations.
Design level soils and foundation investigations are recommended on
a loiUy tot basis to determine the appropriate foundation type for
individual buildings and to develop design level criteria.
Pretiminary data indicates concrete slabs-on-grade floors placed on
the gravels or sands wilt perform satisfactorily if the soils below slabs
are not wetted. Where compressible clays occur at floor subgrade
elevations we wilt likely recommend to remove and replace 1 to 2 feet
of the ctays below floor stabs with structural fill. Where expansive
clays occur at floor subgrade elevations we will likely recommend
floors be structuralty supported by the foundation with a crawlspace
between the floor and expansive soils.
Control of surface drainage is important to the performance of
foundations, interior and exterior slabs-on-grade and roadways and
access drives. Surface drainage should be designed to provide rapid
removat of surface runoff away from buildings and off of roads. Water
should not be allowed to pond adjacent to buildings, roadways or
access drives.
FOOTHILLS LAND & DEVELOPMENT
MONUMENT HILLS RANCH SUBOIVISION
CTUT GS-3515
1.
2.
3.
4,
5.
b.
SITE DESCRIPTION
The Monument Ridge Ranch at Battlement Mesa is an approximately 200 acre
parcel in Garfield County, Colorado. The property is Iocated to the east of the
intersection of Stone Quarry Road and County Road 300. County Road 300 runs
north - south through the centrat part of the site and curyes to the west through the
south part of the site. The intersection of County Road 300 and County Road 303 is
in the north part of the site. This site can be visualized as a comparatively flat'
gengy sloping west facing surface dissected by several drainages that trend down
to the west. Monument Gulch is through the north part of the site. Vegetation
consists of pinion and juniperwith grasses weeds and sage in the drainage and open
meadows on the flat surfaces between.
PROPOSED DEVELOPMENT
We understand the parcel is to be developed for single family residential
usage. Twenty lots ranging between 7 and 12.5 acres each for a total of
approximately 200 acres will be developed. Access to the lots will be via existing
County Road 300 and County Road 303 and a proposed access drive and cul-de-sac
which wi1 have a gravel surface. Gravet access drives witl likely be constructed to
individual building sites. Sewer service wilt be individualsewage disposalsystems
(ISDS). Water service will be provided by wells drilled on the lots.
GEOLOGIC SETTING
ln ouropinion, no geologic conditions or potentiat geologic hazards existthat
will prectude development of the site for single family residential use. The property
is underlain by bedrock consisting of the Tertiary aged Wasatch Formation.
Overlying the bedrock at this site are Quaternary aged alluvial fan deposits and
FOOTHILLS IAND & DEVELOPMENT
MONUMENT HILLS RANCH SUBDlvlSloN 3
CTUT GS-35t5
eolian (wind btown) deposits. The Wasatch and Green River Formations are capped
by basaltic lava flows which is exposed in the highlands above the site to the east.
Aluvial deposits at the site consist of debris flow and mud flow material derived
from the bedrock formations above the site to the east. The alluvium consists of
clayey gravels with sandy ctay and clayey sand lenses and occasional cobbles and
boulders. The eolian deposits consists of silty to sandy clays (loess) and clayey
sands.
GEOLOGIC HAZARDS
We identified several potentiat geologic hazards at the site that need to be
considered when ptanning the development. Areas to be developed that are within
geologic hazard areas will require mitigation. ln our opinion, all of the potential
geotogic hazards can be mitigated using engineering and construction methods
considered normal for this type of development in the locale. ln our opinion, the
geologic conditions and potential geologic hazards are similar to other
developments in the area and typical of mountainous terrain. Potential geologic
hazards include debris/mud flows, unstable slopes and potentially unstable slopes.
Potentialgeologic hazards are delineated on Figure 1.
Debris/mud flow hazards are associated with Monument Gulch and the
drainages that cross the site. We qualitatively rate the degree of risk of debris/mud
flow associated with Monument Gulch and the drainage along the south property
boundary as very high (Dbf, areas). We quatitatively rate the degree of risk of a
debris/mud flow associated with the other drainages that cross the site as low (Ddf,
areas). We believe that debris/mud flow hazards are well channelized in the existing
drainage ways. We anticipate mitigation for debris/mud flow can be achieved with
site grading to provide channelization and conveyance of debris/mud flows around
and away from buildings. Site grading shoutd not block or inhibitchannelization and
conveyance of debris/mud ftow. Sizing of mitigation should anticipate sediment
FOOTHILLS LAND & DEVELOPMENT
MoNUMENT HTLLS RANCH SUBDIVISION 4CTUT GS-3s15
loading of 40 to 50 percent in devetoping the site drainage plan' Site drainage
structures need to be designed such that blockage and overflow do not occur' lf
further quantification of the magnitude of potential debris flow is needed, a drainage
basin hydrologic analysis can be performed. A drainage basin hydrologic analysis
is beyond the scoPe of this rePort.
SIopes that exhibit evidence of "recenf' or "active" instability are associated
with an area at the southwest part of the site along the drainage ravine that crosses
the site generally paralte! to the southwest part of County Road 300. lf unstable
stope areas are not to be mitigated by avoidance then detailed slope stability
analysis will be needed on a site specific basis to develop design level mitigation
recommendations. Slopes along the sides of drainages in several parts of the site
are steep. ln our opinion, excavation into slopes steeper than 30 percent should be
addressed by a geotechnical engineer on an individual basis.
At the time of our geologic field reconnaissance the site was covered with a
thin veneer (approximately I to 2 inches) of snow. The presence of snow and wet
surface soils prevented us from performing a radiation screening of the site because
the moisture tends to "mask" radiation readings. Based on our experience with
other proiects in a similar geologic environment to the subject site we anticipate
radiation readings will indicate normal background radiation conditions. A radiation
screening can onty be performed when snow cover has melted and the surface soils
dried.
SUBSURFACE CONDITIONS
Subsurface conditions were investigated by drilling eight (8) exploratory
borings at the approximate locations shown on Figure 2. Our borings were drilled
using a truck mounted drill rig and 4-inch diameter, continuous flight auger.
Subsurface exptoration operations were directed by our field representative who
FOOTHILLS LAND & OEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISION
CTUT GS-3515
logged the soils and obtained samples for laboratory testing. Graphic logs of the
soits found in our borings and results of field penetration resistance tests are
presented on Figures 3 and 4. Penetration resistance tests were performed in
borings by driving a modified California sampler or standard barrel sampler with a
i40 pound weight falling 30 inches. Local experience indicates penetration
resistance tests using a Catifornia sampler are similar to the results of a standard
penetration test. The modified Galifornia sampler resutts in a 2-inch diameter by 4
inch long sample suitable for many laboratory tests. samples obtained from our
borings were returned to our laboratory where they were visually classified and
typical samples selected for testing. Laboratory test results are presented on
Figures 5 through 9 and summarized on Table 1'
Our exploratory borings penetrated a nit to 0.5 feet thick layer of organic,
sandy clay "topsoil" above stiff, silty to sandy clays with clayey sand lenses
underlain by dense to very dense ctayey gravels with sandy clay and clayey sand
lenses and occasional cobbtes. A description of the individual soils found are
presented in the following paragraphs.
Clavs
Up to 1g feet thick layers of silty to gravelly clays with clayey sand lenses
were found. The soils are the result of a combination of debris/mud flow transport
of material derived from the parent bedrock and wind action. Clay samples
subiected to one dimensionat swetl/consolidation testing to judge volume change
potentiat exhibited varying characteristics from a moderate consolidation to a
moderate expansive potential.
FOOTHILLS LAND & DEVELOPMENT
MONUMENT HILLS RANCH SUBOIVISION
CTL/T GS.35I5
r
Gravels
The gravels were below the clays at depths varying from 5 to 19 feet in our
exploratory borings.Thegravelswere predominantly clayeywith cobbleswith sandy
clay and clayey sand lenses. The gravels were dense to very dense and slightly
moist to moist.
SITE DEVELOPMENT
The following sections present recommendations and discusses overlot
grading and road building and utility installation.
Overlot Gradino and Road Gradinq
Grading plans were not prepared at this writing. Where earthwork is required
to level the ground surface it appears maximum cuts and fills will generally be on the
order of 10 feet or less. Deeper cuts and thicker fill may be required to build road
embankments to provide access to some buitding sites. We believe excavations can
be accomplished with large earthmoving equipment such as D-8 dozers with ripper
blades and trackhoes.
Subgrade for interior subdivision roads will be native clays and gravels. The
clays will provide comparatively poor subgrade support characteristics. The gravels
will provide good to excellent subgrade support for roads.
Areas to receive fil! must be properly prepared. The area below the new fill
should be stripped to the natural soils free of existing fill, organics, debris or other
deleterious materials. The exposed soils should be prepared for fill placement by
scarifying the upper 6 inches, moisture treating and compacting. The resulting
FOOTHILLS LANO & DEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISIONcrLn Gs.3srs veYr'rervr! T
r
ti..
surface shoutd be proof rolled with a heavy (18 kip/axle) pneumatic tire vehicle such
as a loaded tandem. Soft areas shoutd be reworked or otherwise stabilized prior to
placing fill.
The on-site soils free of organics or rock larger than 6 inches in diameter or
other deleterious materials can be used as fill. Fill for overlot grading or road
building should be placed in maximum 8 inch thick, loose lifts, moisture conditioned
to between 2 percent below to 2 percent above optimum moisture content and
compacted to at least 95 percent of standard Proctor (ASTM D 598) maximum dry
density. Fi1 placed on steeper cross slopes should be placed on flat benches. The
benches should be 8 to 12 leetwide to altow for heavy compaction equipment.
Maximum bench heightshould be equalto or less than bench width. Placement and
compaction of fill should be observed and tested during construction'
Utilitv Construction
Utility trenches shoutd be sloped or shored to meet tocal, State and Federal
safety regulations. Based on our subsurface exploration, we believe the clays are,
Type B and the gravels are Type G based on OSHA standards. OSHA recommends
temporary construction stopes no steeper than 1 to 1 (horizontal to vertical) for Type
B and 1.5 to I (horizontal to verticat) for Type C soils above the water table.
Excavation slopes specified by OSHA are dependent upon types of soils and
groundwater conditions encountered. Seepage and groundwater conditions in
excavations will down grade the OSHA soil type. Excavation slopes recommended
above witl stough to near 4 to 1 (horizonta! to vertical) or flatter below the water
table. Gontractors should identify the soils encountered in excavations and refer to
OSHA standards to determine appropriate stopes. Excavations deeper than 20 feet
need to be designed by a professional engineer.
FOOTHILLS LANO & OEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISION
CTUT GS-3515 I
r
PRELTMTNARY BU!LDING CONSIDERATIONS
Near surface soils are generally sandy to gravelly clays with clayey sand
lenses and occasionat cobbles. tn some areas the clays contain silty to clayey
gravel lenses. The clays were iudged to vary from moderately expansive to
moderately compressible. Footing foundations can likely be used for buildings on
lots were ctay occurs at foundation levets. Where the clays poss a significant
consotidation potentiat it may be recommended to remove and replace the upper 3
to 4 feet of the soit from below the bottom of footings with structural fill. At lots
where a significant expansion potentiat exists it may be recommended to size
footings with a minimum dead toad. The gravels and sands are judged to be slightly
compressibte when the moisture content increases and light to moderate foundation
loads are apptied. Buildings on lots where gravels and/or sands occur at footing
elevations can be founded with conventionalspread footings bearing on the gravels
and sands.
lnterior Floors and Exterior Slabs-On-Grade
Excavations at the majority of the lots wilt expose sandy to gravelly clays with
ctayey sand lenses and occasional cobbles. On some lots silty to clayey gravels will
be exposed atstab-on-grade subgrade etevations. Where slabs wil! be supported by
compressible or expansive ctays it may be recommended to remove the upper 1 to
2 feet of soil from below slabs and replace it with structural fill. Structural fill below
floor stabs can be with the native on site ctays. Where moderately to highly
expansive clays are exposed at subgrade elevations we anticipate structurally
supported floors with a crawl space below will be recommended. We anticipate
stabs-on-grade floor construction on the native gravels or sands wil! be appropriate.
FOOTHILLS I.AND & DEVELOPMENT
MONUMENT HILLS RANCH SUBOIVISION
CTUT GS.3515
A gravel tayer should not be placed below slabs-on-grade where the subgrade
consists of clays. A gravet tayer below floor slabs increases the possibility of a
single water source wetting the entire area below slabs. To reduce the adverse
effects of differentiat slab movement, ftoor slabs shoutd be separated from all
bearing Walls and columns with expansion joints. Controljoints should be used in
floor slabs to reduce damage due to shrinkage cracking.
Foundation walls will be subiected to tateral earth pressures. Foundation
walls at the back of some buildings may act a retaining walls. These walls are
restrained and cannot move, therefore, they shoutd be designed for the "at rest"
lateral eafth pressure. We betieve an equivalent fluid density in the range of 50 to
60 pcf will be recommended to design for the "at rest" case when backfilled wil! be
the native ctays. The equivatent fluid density will be in the range of 45 to 55 pcf for
the "at rest" case where gravel soils are the backfill. We recommend backfill behind
the walls be compacted to at teast 95 percent of standard Proctor (ASTM D 698)
maximum dry density. Preliminary lateral earth pressure values do not include
allowances for sloping backfill, hydrostatic pressure or surcharge loads.
Water from surface run-off (precipitation, snow melt, irrigation) frequently
flows through backfill placed adjacent to foundation walls and collects on the
surface of the comparatively impermeable soils occurring at the bottom of
foundation excavations. This can cause damp or wet conditions in basement and
crawt space areas of buildings. To reduce the accumulation of waterwe recommend
that a foundation drain be placed adjacent to foundation watls. The foundation drain
should lead to a positive gravity outfalt. ln addition, adequate crawl space ventilation
should be provided.
FOOTHILLS LAND & DEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISION
CTUT GS.35{5 10
r
ir'''l:.f lTF .i,-.i:- -i:ti-- n
i .,riiij -;1,.:::a., r-, ,-, , - :. ,1; .::1... -,". . . .
. .:1.)..lt, , .. .: /..:t.
-,,,..'.|..: ...' t'.. 4.. .. .,
EARTH RETAINING STRUCTU RES
Free standing retaining structures may be required. Severaltypes of retaining
structures are used in the area and coutd be considered. Some examples of different
types of walls are listed below:
Anchor Walls
Tied-back walts tied back via soils nails or earth anchors
Steel Pile and lagging
Continuous drilled Pier walls
Conventional Retaining Walls
Reinforced concrete
Grib walls
!nternally Stabilized SYstems
Mechanically stabilized earth (MSE) structures
Friction reinforcement sYstems
A "rock watl" is generally a landscaping feature. Rock walls greater than
approximatety 6 feet in height, in our opinion, do not provide adequate resistance to
lateral loads. lf rock walls are used, we suggest a maximum height of 6 feet. The
wall should be battered at an angle of approximately 60 degrees. The width of the
base of the watl shoutd be at least Tzthe height with a wall face no steeper than 3/4
to 1 (horizontal to vertical).
Retaining walls wilt be subjected to tateral earth pressure from wall backfill
and surcharges. The tateral load on the watl is a function of wall movement. lf the
watl can move enough to mobilize the internal strength of the backfill, with
movement and cracking of the ground surface behind the wall, the wal! can be
designed for the "active" lateral earth pressure. lf ground movement and cracking
FOOTHILLS LAND & DEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISION
CTUT GS-3s15 11
'. .. ' ', .- l.'.
i" noi permifted, the wall should be designed for the "at rest" lateral earth pressure.
ror ttre on site ctays we suggest an equivarent fruid density in the range of 40 to 50
pcf be used to design for the "active" case, an equivarent fruid density of 50 to 60 pcf
be used to design for the "at rest" cast and an equivatent fluid density o1225 to 275
pcf can be used for the "passive" case. For the on site gravels we anticipate
recommending equivalent ftuid density ranging from 40 to 45 pcf for the "active"
ciase, 45 to 55 pcf for the "at rest" case and 250 to 300 psf for the "passive" Gase.
These values are for preliminary watl designs. The design criteria should be
confirmed prior to construction. These soils are generally not free draining. These
soils exhibit small cohesive strength, and cohesion should be neglected in
pretiminary designs. Laterat earth pressure vatues do not include allowances for
stoping backfitl, hydrostatic pressures or surcharge loads. A foundation drain
should be placed next to the foundation of any retaining wall. The 1 to 2 feet of
backfill directty behind the wall shoutd be a "clean" gravel imported to the site or a
man made drain board product and provided with positive gravity discharge.
PERCOI.ATION TESTING
We performed percolation testing in six (6) percolation borings. Three of the
percolation borings were on Lot 2 and three borings were on Lot 3. Our percolation
borings were each three feet deep and bottomed in silty to gravelly clays. We pre-
soaked our percolation borings for 1 day prior to performing our percolation tests.
Percolation borings did notcontain standingwaterafterapproximately 24 hours. Our
percolation testing resulted in percolation rates that varied from averages of 16 to
51 minutes per inch. Percolation test results are shown on the attached Figures 10
through 12. We believe that Individuat Sewage Disposal Systems (ISDS) will be
appropriate at this site. We recommend performing additional percolation testing
when actual percolation field locations and elevations are known.
FOOTHILLS LAND & OEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISION
CTUT GS-3515
r
SURFACE DRATNAGE
around and away from buildings and off of road surfaces. Seasonal surface flows
through building footprints need to be re-routed away from the buildings. Any areas
of potential ponding water should be eliminated'
The performance of foundations and concrete flatwork is influenced by
moisture conditions in the subsoils. Wetting of foundation soils can be reduced by
grading the ground surface to cause rapid run-off of water away from the buildings.
Wetting or drying of the open foundation excavations should be avoided. The
ground surface surrounding the buildings should be sloped to drain away from the
buildings in a1 directions. We recommend a slope of at least 12 inches in the first
i0 feet. Roof downspouts and drains shoutd discharge wetl beyond the limits of all
backfill. We recommend against burying discharge lines since they increase the
likelihood of wetting soils near the foundation.
LIMITATIONS
The criteria in this report is preliminary and notfor construction of buildings.
The criteria is intended for use in developing preliminary designs and construction
of roadways and installation of utilities. Design level criteria can onty be devetoped
and published after review of grading and building plans for individual lots.
lndividual site specific investigations will be needed. Our exploratory borings were
spaced to obtain a reasonabty accurate picture of the subsurface. Variations in
these subsurface conditions not shown by our exploratory borings will occur.
Our report was based on conditions disclosed by our exploratory borings,
results of laboratory testing, engineering analysis and our experience. Criteria
presented reflects anticipated construction as we understand it.
FOOTHILLS LAND & OEVELOPMENT
MONUMENT HILLS RANCH SUBDIVISION
CTUT GS-3515 13
r
This investigation was conducted in a manner consistent with that level of
care and skitl ordinarily exercised by engineering geologists and geotechnical
engineers currentty practicing under similar conditions in the locality of this proiect'
No other warranty, express or implied, is made. lf we can be of further service or if
FOOTHILLS LAND & OEVELOPMENT
MONUMENT HILLS RANCH SUBOIVISION
CTUT GS-3515
cd
14
r
you have questions regarding this report, Pteasre call'
EoI'
=
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seoa
20/12
16/12
25/12
50/12
50/o
27 /12
50/6
32/12
15/12
3o/6
so/6
30/6
50/6
soh
1o/10 11/12
50/6
50/6
12/12
16/12
30/1
GS-5s1sJob No.
SUMMARY LOGS OF EXPLORATORY BORINGS
Proflle 1
LEGEND:
Sllty, sondy cloy 'lopsoll', orgonlc, molsl,
ton. (oL)
Cloy, sllty to grovelly wlth oloyey sqnd
lcnscs, stlff, molst, ton. (CL CL-ML, SC)
Grwel, aloyey wlth sondy oloy ond cloyey
sqnd lenses ond ooooslonql cobbles, dense
io vcry dcnsc, molst, brown. (GM, SC, CL)
Drlve somple. Thc rymbol 20/12 lndlcotes
thot 20 blows of q 'l40 pound hqmmcr
folllng 50 lnchcs were r.qulrcd to drlve o
2.5 lnch O.D. romplcr 12 Inches.
Profile 2
NOTES:
1.Explorolory borlngs were drlllcd on
November E ond 9, 2001 wlih 4-lnch
dlometcr, oontlnuous fllght ouger ond o
truok-mounted drlll rlg.
Locotlons of cxplorotory borlngs oro
opproxlmotc.
No free ground wqter wos found In our
explorolory borlngs qt lhe tlme of drllllng.
These explorotory borlngs ore subJeot to ihe
explonotlons, Ilmltollons ond oonoluslons os
oontolnsd ln thls report.
P-1
a
P-2
a
P-5
a
P-1
a
P-5
a
P-6
a
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F
lob No. GS-SSIS
lndlootes ouger refusol.
SUMMARY LOGS OF EXPLORATORY BORINGS
Flg. 4
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Somple of
APPLIED PRESSURE'KSFcrrY,?r!?IgL) ilfiffi;:Yls?txIx'-ffi'=
115 PCF
%14.7
From
3
2
il-r er t+ FEET
APPLIED PRESSURE'KSFArrLrEe -NATURAL DRY uNlT *EIGHT=clJY' sANoY (cL) f,rarr rpar MotsruRE coNTEN
TH.2 AT 9 FEET MTURAL MOISTURE CONTENT=
-t
0.1
Somple of
From
124 PcF
14.5 95
Swell Gonsolidation
s--.i-- - - - - -- - - - --1-- - - - -' i
JOB NO. GS-3515
Test Results
E
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iii:;'
FIG.5
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i.._. .......i......j-...
rl't-
expnNsloqt UND+R
PRESSURE DUE
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=o(J
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Somple of
From
crAY, SANDY (CL)
t.0
APPUED PRESSURE. KSF
NATUML DRY UNITWEIGHT=
NATURAL MOISTURE CONTENT=
t00
126 PCF--if,F-Y'
TH.s AT 14 FEET
Swell Consolidation
Test Results
JOB NO. GS-3515
E
FIG.6
:t,. ":1.4
,.,1., - S
zo
lD2
Exul
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G4-orJ
0.1 t.0
APPLTED PRESSURE'KSF
NATURAL DRY UNIT WEIGHT= -- g^
-:FSomple of cl-AY, SANDY (cL)
ffom
gfYl!t\?!!"t) NAT,RAL MorsruRE coNrENr= 3'e %
Swell Gonsolidation
,SU-
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i-i.-i---------\-r -----lir \i
l:l::
i
JOB NO. GSA515
Test Results FIG.7
o
1.0
APPLIED PRESSURE. KSF
Somple of
Rom
cr-AY, SANDY (CL)NATURAL DRY UNITWEIGHT= 103 PCF
NATURAL MOISTURE CONTENT= 8,2 %
Swell Consolidation
TH-7 AT 4 FEET
JOB NO. GS-351s
Test Results FIG.8
PCF
%
0.t
somple of cl-AY, SANDY (CL)
1.0 10
APPLTED PRESSURE. KSF
NATURAL DRY UNIT WEIGHT=
NATURAL MOISTURE CONTENT=
119
5.6From TH.7 AT 14 FEET
Swell Consolidation
JOB NO. GS-3515
Test Results FIG.9
.-i - i-.
- - i-- .i-
ri:
&...-:r'ir*.
PERCOLATION TEST RESULTS
Fig. 10
No. GS-3515
'i,i.ii .
ot{:
PERCOLATION TEST
DATE: 1111312001
WATER IN BORIi
YES X NO
ffi
,:ii
DEPTH TO WATER
CHANGE
tN WATER
DEPTH
0NcHES)
PERCOLA.
TION RATE
(MrN'INCH)rt,tr
r-1$
r,-#ffi
;,l"iE'ii.:
JIl"ill.#i-g _l NMEAT
START OF
INTERVAL
TIME
INTERVAL
(MINUTES)ffi START OF
INTERVAL
flNCHES)
END OF
INTERVAL
(INCHES)
2.25 27
8:30 60 2A.75 31.0l{o ,',.,
i.*a:j:,',''
ffi
9.0 8.0 9
9:30 70 3,1-o
26.25 5.5 6
t0:40 30 20.75
26.25 29.0 2.75 11
:i:t'':,*t .,,r
{t:10 30
i,r:&-1.! l *' I4 29.0 30.75 1.75 17
It:40 30
q.9;;rf,:.'
32.50 1-i;17-t-+';.:!:. . ,
:tiar::!, 1..:1 :.12:.10 30 30.75
35.0 2.5 12
12:40 30 32.50
''::.i:,al 1.5 20
27.O 28.51:10 30
30.75
32.5
2.25 13
| ::,1 ...' :l; :1 'l:40 30 28.5
1.75 17
2:1O 30 30.75
33.5 3.75 15
" 39.75 E:30 60 29.75
6.25 11
33.5 39.759:30 70
4.75 6
10:40 30 24.75 29.5
2.5 12'i'. ' I 11:10 30 29.5 32.0
1.75 17
1t:40 30 32.O 33.75
30.75
33.25
3.0 10
I 12:10 I 30 27.75
2.5 12
12:40 30 30.75
1.75 17
I :10 30 27.25 29.0
2.25 13
1:40 30 29.0 31.25
1.75 17
2:10 30 31.25 33.0
No. GS-3515
3&ditu;:.,.
PERCOLATION TEST RESULTS
PERCOI.ATION TEST
'DATE: 1111312001
WATER IN BORING AFTER 24 HOURS
YES X NO
Fig. 11
PERCOLATION TEST RESULTS
'.1,
-.rry: I l -l
.-a iil., :
i;ilo r :,;'; i..;,-L:i.. r','l: ':: r,rll
PERCOLATION TEST
DATE: 1111312001
WATER IN BORING AFTER 24 HOURS
YES NO
DEPTH TO WATER
CHANGE
IN WATER
DEPTH
(rNcHES)
PERCOI-4.
TION RATE
(MTNflNCH)
'11:.", ..':,:il::....'.., .
;i 1ITEAT
' stant or
,tl.INTEIVAL
ri.':' .
TIME
INTERVAL
(MINUTES)START OF
INTERVAL
IINCHES)
END OF
INTERVAL
(INCHES)
60 20.7s 21.75 1.0 50
ffi,-.ffiffik{ai
H#-.!
ffiffi
sf.ri,wI
fJa;EflfrE
HH,I,.irT*JN EEdg.ffi
9:00
22.75 1.0 60
t0:00 60 21.75
I l:00 60 18.0 r9.5 1.5 40
1.0 60
ffi 12zOO 60 19.5 20.5
20.5 21.5 1.0 mffitl; .:':i' ,l:00 60
16.75 '1.75 34,r'ii$;&,,*.t$#i.i,,ffii,,'. t 2:00 60 15.0
tffiil'q.'rjl
ffim
2.5 24tr'1 ,76 9:00 60 1s.75 18.25
17.0 2.75 22{ffi 10:00 60 14.25
'iiiii'"', ,l1:00 60 13.0 15.75 2.7s 22
2.25 27, "r'12:00 60 15.75 18.0
3.0 20
i,: . ".r;';''tr 1:00 60 12.5 15.5
1.75 342:00 60 15.5 17.25
w$-.t . ,,::.,1r....',4I 9:00 60 18.0 20.5 2.5 24
i' ';;:..1;':,,l0:00 60 20.5 22.5 2.0 30
11:00 60 22.s 24.0 1.5 40
1'I 12:00 60 24.0 25.25 '1.25 48
1:00 m 16.75 19.5 2.75 m
2:00 60 17.0 19.0 2.0 30
Fig. 1!{o. GS-3515
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Plaintiff, the State of Colorado, Deparfmen!g.|Natural Resources, Wildlife
commission, Division of wildlife (hereinafter "DOW" or "Plaintiff')' by and through the
COURT UIE ONLY_ .
COLJNTY,
COLORADO
109 8th Street, Suite 104
G1:l'-"lod S9nngs Colorado 81601 -
EPARTMENT OF
NETUNEL RESOURCES, WILDLIFE COMMISSION'
DIVISION OF WILDLIFE,
I ptaintirl
v.
BATTLEMENT MESA SERVICE ASSOCIATION;
pgrgn BLOOMFIELD; ROGER BLOOMFIELD;
IRVING D. COHEN; DAYBREAK REALTY LLC;
FARM CREDIT SERVICES OF THE MOIINTAIN
PLAINS, ACA; MONUMENT RIDGE, LLC MAIS
SALTSMAN; SECUNTY FIRST BANK; EUGENE
iPBETT',TEX; ANd GEORGIA CHAMBERLAIN,
ptrgUC TRUSTEE FOR GARFIELD COUNTY; and
all unknown persons who claim any interest in the
subject matter of this action,
iur.No.. ltlCU 03MorneyGeneral
BRADLEY W. CAMERON, Assistant Attorney
Generalx
1525 Sherman Street, 5th Floor
Denver, CO 80203
(303) 866-s006
Registration Number: 1 i183
xCounsel of Record
ao**ro^i u*rr* RULE 10s AND REQUEST FOR PERMANENT
INJUNCTION
B3I,I"o'0 1f *r#-.?i'--, ,t*
Officeof the Colorado |t-tornev General and the undersigned counsel, for its claim against
Defendants, and each of them, states as follows:
INTRODUCTION
1' The purpose of this action is to adjudicate that certain segments of aroad thattraverse four (4) separate parcels of private property located in proximi-ty to Dry Creek are
"public highways" pursuant to $ 43-2-201(i), C.R.S. Said parcels are dlscribed in greater
detail on Exhibits A through D, which are affached hereto and incorporated hereinby this
reference. (The fourseparate road segments are hereinafter collectively referred to as "DryCreek Road" or "the l9ud.") Maps depicting the approximate locations of Dry Creek Roadthat are the subject of this action are shown on Exhibits E through H, which are attached
hereto and incorporated herein by this reference.
JURISDICTION
2. This court has jurisdiction over the claims set forth herein pursuant to $ 13-1-na1)@), c.R.s., and section 9 of Article vI of the colorado constitution.
3. Dry Creek Road is located in Garfield County, and therefore venue is proper in
the district court for Garfield County pursuant to C.R.C.P. 98(a) ("Venue for Real f-p".ty,
etc.").
PARTIES
4. DOW is the agency of the State of Colorado vested with responsibility to
regulate the taking, possession, and use of wildlife, which includes the power to protect and
enforce DOW's interests in land in the district court of the county in which the land, or anyportion thereof, is located. sections 33-r-106, and 33-1-105, c.R.s.
5' There may be persons interested in the subject matter of this action whose
names cannot be inserted her-ein because said names are unknown to Plaintiff, althoughdiligent efforts have been made to ascertain the names of said persons; such persons have
been made defendants and designated "all unknown persons who claim ury int.r.rt in the
subject matter of this action." So far as Plaintiffs knowtedge extends, the interest of the
unknown parties are derived through some one or more of ihe named Defendants.
6. Defendant Monument Ridge, LLC owns the property described in Exhibit A
hereto as Parcel I (hereinafter "Parcel 1") and, upon information and belief, claims some
7.
,rrn,, title, or interest rn and t9 lhat se€ment of Dry creek Road that traverses Parcel 1
adverse to plaintiff and the public. Thi;;pt"ximate location of Dry Creek Road where its
oorr., Parcel 1 is depicted on Exhibit E hereto
Irving D. cohen is the beneficiarl:{'P"9:l}Tl::If:?*i::*
o"touel tz, ,,iil':f#;:#Jffi;"' 18' zobo' rn Book 1213 Page2. of the records or
--^^ *^l:G^.{ ^trrcrrqnt to flI'l
il:' H'dfi affi; c l erk and Re c orderl s o r! c e: Y1* 11' T:*':it ly"::T:
t:r1
"ffH:fi;#f;'Ji; ""fi# rg, T.f ;l:;"t t2e7 Puse e14 orthe records orthe
darfreta County Clerk and Recorder's Office'
8. security First Bank is the beneficiary of a Deed of Trust on Parcel t dated
December 3o,20o2,and recordra lurruurvlo, zooi, in Book l426Page 136 of the records of
the Garf,reld County Clerk and Recorder's Office
9.Defendant Battlement Mesa Service Association owns th: tft1l *:::**
i' Bxrrieuit B #:,t:XT#[ d;r"tr;rr* "parcet 2") anJ, uponinformation and belief'
-.er\-. t1-^^V D nqrl fhet traveTsi
:1Jr#'3H.'r'r"rir]rnr., or interest in and to that segment of Drv creek Road that traverses
--^.^ r^^^*:^- ^f T)n'rr Creek ROadi'#f i ; XH Jl,'fl ;'i,ili# # ffi # ffi r,. rt . ap-proximate l l c ati on or Drv cre ek Ro ad
;;; i1 crosses Parcel2 is depicted on Exhibit F hereto
l0.DefendantDaybreakRealtyLLCownsthepropertyd?:"*"^dinExhibitC
herero as parcel 3 ii;t;;ft;.,?*."r ilii *d, uponinformation and belief, claims some
right, title, or interest in and to that ."g*loi oip1-. Ctttk Road that traverses Parcel 3
adverse to plaintiff and the public. Tf;;;pr"ximate location of Dry creek Road where it
"ror.., Parcei 3 is depicted on Exhibit G hereto'
ll.FarmCreditServicesoftheMountainPlains,ece.ll{rebeneficiaryofa
Deed of Trust on parcel 3 dated April 12,2ool, and recoraea ,tprit 27,2001, in Book 1248
page 550 of the r""o.ds of the c*h"iocounty clerk and Recorder's office, and re-recorded
June 21, 2001, in Book lz62pagez# "r** iecords of the Garfreld county clerk and
Recorder's Office.
12. Defendants peter Bloomfreld, Roger Bloomfield, Mark Saltsman, and Eugene
Speakman own as tenants i, .o**o, ifr. piop.ity- described in Exhibit D hereto as Parcel4
(hereinafter..Parcel-4J) and, ,rpo'irri*utio.t *-d U.titl claim some right' title' or interest
in and to that segment of Dry creek Road that traverses parcel 4 adverse to Plaintiff and the
public. The approximate location "iotv ci.ek Road where it crosses Parcel 4 is depicted on
Exhibit H hereto.
aJ
13' Defendant Georgia Chamberlain is the Public Trustee for Garfieid County, and
i1 that capacity holds various Deeds of Trust for the benefit of some of the defendantsidentified herein.
fl
GENERAL ALLEGATIONS
14' The lower portion of Dry Creek Road (which includ.es those portions of DryCreek Road located on Parcels r,2, and.3) provides the-easiest, best and, under certainweather conditions, perhaps the only T:..-" to a large parcel of land owned o, ,rr. rirn.ostates Bureau of Land Managemerri. th" lower urjuif., portions of Dry creek Roadtogether (which includes all of the Parcels described hiiein) provide access to the whiteRiver National Forest.
^ 15' Upon information and belief, starting in 1997 and continuing ever since,Defendant Daybreak Realty LLC, or the predeces#-in-title to Daybreak Realry LLC, hascontinuously blocked Dry creek Road affie approximat; i;;;';; trr. noua crossesthe northern boundary of Parcel g bv T9 of a lotked gate, and in so doing has not allowedand is not allowing the public and riow personnel tJfreely use Dry creJt Road, includingduring the time perigd of the big game hunting ,.rron,*hich runs u*uuiiy ao*approximately October through January.
16' Upon information and belief, Defendant Monument Ridge LLC, or thepredecessor-in-title to Monument Ridge LLC, has blocked Dry Creek i.oad with a fencewhere on Parcel 1 it intersects with carneta county Road 30i, and in so doing has notallowed and is not allowing the public and Dow plrsonnel to freely use Dry creek Road,including during the time period of the big game tr"t*g r.urorr, *hirh runs annually frornapproximately October through January.
CLAIM FOR RELIEF
(Public Highway by VrtLre of Adverse possession)
17 ' The Plaintiff incorporates by reference the statements set forth in paragraphs Ithrough 16 above, as if set forth in full herein
18' Any road over private land(s) that has been used adversely withoutintem:ption or objection on the part of the owners of such land(s) for twenty (20)consecutive years is a pubric highway. section 43-2-2or(rx.), c.n.s . '
19' Membets of the public and DoW personnel have used Dry Creek Road wherethe same traverse the Defendants' property, those being parcels I , z, 3 , and. 4 ,under a claimof right and in a manner adverse to thl Deiendants'piJp.ttv without intemrption for at least
4
Respectfully submitted this tlfday of January, 2004'
twenty (20) consecutive years, during which time the then-owners of Parcels 1' 2' 3' and 4
had actual or implied knowledge of said use by the pubiic and DOW personnel and made no
objection to such use-
20. Those segments of Dry Creek Road that traverse the properties owned by the
Defendants and identified as Parcels 1, 2, 3, and 4 are public highways'
PRAYER FOR RELIEF
WHEREFORE, the Plaintiff requests the following relief:
For a complete adjudication of the rights of the public and all parties to this action
with respect to those segments of Dry CreeliRoad that traverse Parcels 1,2,3, and 4; for a
decree requiring the Deiendants to set forth the nature of their claims, determining that the
Defendants and each of them have no interest, estate or claim of any kind whatsoever that
allows them to biock Dry Creek Road, forevei barring and enjoining the Defendants from
asserting any adverse claim or title thereto, quieting tf,e title ortn" public and the rights of
the public and Plaintiff in and to those segmlnts of pry Creek Road that traverse Parcels 1 '
2,3, and4, and adjudging that said segmJnts of Dry^Ci::k Road are "public highways" and
that the public is entitlea to free *A *ii*ited use lf said segments of Dry Creek Road; and
for suctr-other relief as to the Court deems proper'
Attorneys for State of Colorado, Department of
Natural Resources, Wildlife Commission, Colorado
Division of Wildlife
1525 Sherman Street, 5th Floor
Denver, Colorado 80203
Telephone: (303) 866-5006
*Counsel of Record
)
KEN SALAZAR
.oN, 1118
Assistant
Environment Section
nrbw9040.doc
EXHIBIT A
(PARCEL 1)
PARCEL 5, ACCORDING TO THE MONUMENT R]DGE EXEMPTION P]-,ATRECORDED JUNE L9, 2OO2 .AS RECEPTION NO. 605517 AND AS
GOVERNED BY THE DECLARATION OF COVENANTS, CONDITIONS A}IDRESTRICTIONS FOR MONI]MENT RIDGE RECORDED ,JULY 12, 2OO2 INBOOK 1369 AT PAGE 103 AS RECEPTION NO. 5O5gO7, SAID PARCELBEING MORE PART]CULARLY DESCRIBED AS FOLLOWS:
PARCEL 5
A PARCEL OF T,AND STTUATED IN THE SEL/ SE:-/ OF SECTION 18,T}JE EI/2N81/4 OF SECTION 19, THE W1./2NWI/4NW1/+ ArrrO THESWI/4NW1-/4 oF sECTIoN 20, ToWNSHIP i souru, RANGE 95 WESTOF THE SIXTH PRINCIPAL MERIDTAN, COUNTY OF GARF]ELD, STATEoF cor-roRADo; sArD PARCEL oF LAND BEING MORE pARTrcuLARr,y
DESCRIBED AS FOLLOWS: '
COMMENCING AT THE WEST QUARTER CORNER SAID SECT]ON 20, AFOUND BLM BRASS CAP IN PLACE, THE POINT OF BEGINNTNG;THENCE s89"42'73"w, A DTSTANCE oF 1,318.09 FEET, To rHEEAST-CENTER \/TCTH SATD SECTION 19, A FOUND BLM BRASS CAP INPI.ACE;
THENCE N0 0 o 45' 26" w , ALONG THE vilEST LINE oF SAID El / 2NEL / 4sECTroN a9, A DTSTANCE oF 962.49 FEET, To A porNT oN THESOUTHWESTERLY RIGHT-OF-WAY COUNTY ROAD 3OO;
THENCE ALONG SA]D SOUTHWESTERLY RIGHT-OF-WAY THETHIRTEEN COIIRSES:
1 ) N7 O " 46' 07' E, A DISTANCE 3'7 4 .IO FEET2) ALONG THE ARC OF A CURVE TO THE LEFT HAVING7,420.86 FEET, A CENTRAL ANGLE OF Og"3!'2g,, ANDoE 217.40 FEET (CHORD BEARS N66"30'L7'E 211.203)N62oL4'34"E, A DISTANCE OF Lg5.02 FEET4) ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RAD]US OF464.94 FEET, A CENTRAL ANGLE OF 27"70'48'AND A DISTANCE OF7'7L.91 FEET (CHORD BEARS N72o 49'5g"E 170. gg FEET)5) NB3o25'22"8, A DTSTANCE 343.63 FEET5) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADTUS OF724.74 FEET, A CENTRAL ANGLE oE 83"5G'28" AND A DISTANCE oF181.87 FEET (CHORD BEARS N41"21'Og"E 165.04 FEET)'7 ) N00" 37' 06,,w, A DTSTANCE OF 445.5-t FEET
FOLLOWING
A RADIUS OF
A DISTANCE
FEET )
Page L of 2.
8) ALONG THE ARC OF A CURVE TO THE RIGHT
250.47 FEET, A CENTRAL ANGLE OF 13o42',21"
59.92 FEET (CHORD BEARS N06o 20', 05" 8 59 '1'1
g) N13o11',16"8, A DTSTANCE OF 70.86 EEET
10)ALoNGTHEARCoFACURVEToTHEI,EFT}IAVINGARAD]USoF
411 .21 FEET, A CENTRAL ANGLE oF 2L"39,26,, AND A DISTANCE oF
180.38 FEET (CHORD BEARS N02"ZL',33"8 179'31 FEET)
11) N08o28',LO"W, A DISTANCE OF 121'14 EEET
::2)ALoNGTHEARCoFACURVEToTHERIGHTHAVINGARADIUS
oF1,'109.16FEET,ACENTRALANGLEOFoE".o'l'28"ANDA
DTSTANCE 242.44 FEET (CHORD BEARS N04o24',26"W 242'24 FEET
13)NOoo20'42"W,ADrsrANCEOE33'50FEET'TOAPOTNTON
THE SoUTHERLY RIGHT-oF-WAY CoUNTY RoAD 303; THENCE ALoNG
THE ARC OF A CURVE TO THE ].'EFT HAVING A RADIUS 225 '247 '76
EEET, A CENTRAL ANGLE oF 01"26,4g,, AND A DISTANCE oF 63.1 .61
EEET (CHORD BEARS SBgo34',06"8 637.59 FEET)' TO A POINT ON
iHn sast LrNE w1/2MI1 /4rML/4 oF sArD sECTroN 20;
THENCE S00o52,4.1,,8, A DISTANCE oF Lzgo.L4 EEET To THE W-C-
NIln 1/15 OF SArD sEcTroN 20;
THENCE NB9"46'5I"8, A DISTANCE 665.93 EEET' TO THE
*o*"**rii re," SECTIoN ZO, A 3-L/4" ALUMTNUM CAP LS #19598
DTSTANCE OF !,321.98 EEET, TO THE
SECTTON 20, A 3-!/4" ALUMTNUM CAP LS
DISTANCE OF 1340.?5 EEET TO THE POINT
(EXHIBIT A)
NRBW9O46.DOC
HAVING A RADIUS OF
AND A D]STANCE OF
FEET )
IN PLACE;
THENCE SO1OO4'78"8, A
WEST-CENTER L/:-6rH oF
# 19 5 9 I rN PI-,ACE ;
THENCE 589O54'43"W, A
OF BEGINNING.
COUNTY OF GARFIELD,
STATE OF COI,ORADO.
Page 2 of 2.
EXHIBIT B
(PARCEL 2)
45.47 ACRE TRACT
WITHIN BATTLEMENT MBSA PUD
Being 45.47 acres of rand situate in the north half ofSection 19, Township 7 South, Range 95 West and t.henortheast one-quarter of section 24, Township T south,
Range 96 west of the GEh principle Meridian, Garfierdcounty, colorado and being more particularly described asfollows:
Beginning at thq center one-quarter corner of said secLionL9 and considering the east rine of the northwest one-quarter aS bearing S 01o 18, 48,, W, with all bearingcontained herein relative thereto and being also based onthe colorado coordinate system (central Zone-Modified);
THENCE, with the south line
aforementioned Section l-9,line BattLement Mesa pUD,
a stone found marking the
Section 19 and Section 24;
of the northwest one-quarter of
same being the south boundary
N 88o 47' !2" W, 2570.38 feet toone-quarter common to said
THENCE, continuing with said puD boundary, same being thesouth line of the aforementioned northeast one-quarter ofSection 24, N 89" 32, 43, W, 999.94 feet to a point;
THENCE, leaving said southfeet to a point rnarking theof Stone Quarry road (BO.OO
Reception Number 3L6i29 in
Garfield County, Colorado;
line, N 00" 21, t'7" E, Lt.3l
most southerly southwest cornerfeet wide) as recorder bythe Clerk and Recorder, s Office,
THENCE, with the southeasterly right-of-way rine of'saidstone Quarry Road t.he following thirt.een courses anddistances:
l-) S 88" 53' 39" E, 110.48 feet to a point of curvature;
2) 87.47 feet along the arc of a curve to the left,having a central angle of 10" 01, 22,, , a radius of500.00 feet, and a chord which bears N 96" 05, 40,,E,87.35 feet to a point of tangency;
Page 1 of4.
(Exhibit B)
441.4? feet to a Point of curvature;3)
4)
N 810 04' 59",
65.37 feet along
having a central
420.00 feet, and
55.30 feet to a
s)
5)
B)
the arc of a curve to the right'
angle of 08" 55' O!", a radius of
chord which bears N 85" 32' '29" E'
point of tangencY;
Due east (N 90" 00' 00" E),
curvature;
222.!4 feet to a Point of
90.76 feet along the arc of a curve to the left'
having a centrai angl-e of 10" O0' 00" ' a radius of
520.00 feet and a cf,ord which bears N 85" 00'00" E'
g0.64 feet. to a Point of tangencYi
N 80o 0O' O0' E, 211.35 feet to a point of curvature;
117.39 feet along the arc of a curve
having a central angle of 13" 27' 05"
500.00 feet and a chord which bears N
Ll7.1-2 feet to a Point of tangency;
N 66o 32' 55" E, 201.53 feet to a point of curvature;
236.43 feet along the arc of a curve to the right'
having a central- angle of 2'7" 05' 33" ' a radius of
5O0.0O feet and a chord which bears N B0o 05' 42" E'
234.23 feet to a Point of tangencY;
S 86o 2!' 32" E,108.36 feet to a point of curvature;
716.78 feet along the arc of a curve to the left'
having a central angle of 13o 22' 54" ' a radius of
500.00feetandachordwhichbearsN86"5l'0I"E'
115.51 feet to Point of tangencYi
N8oo15,34,,E,154.03feettothenorthwestcorner
of a parcel of land referred to as "Tract B" and
recorded by Reception Number 3L8527 in the Clerk and
Recorder's officl, Garfield County' Colorado;
1) s 07" 52', 20" E, L19.40 feet;
to the left,
I a radius of
73" L6', 28" E,
e)
10)
11)
t2)
t_3 )
THENCE, }eaving aforementioned southeast.erly RoW line of
Stone Quairy Road and with the boundary of said Tract
B the following five courses and distances:
PageZ of 4.
2)
3)
4)
q)
s 69o 31' 59. E, 112.59
N 86" 10' 00" E, i50.04
N 64" 46' 29,,E, 506.10
(Exhibit B)
f eet,'
f eet,'
feet;
N 01o 25' 26" W, 56.90 feet to aaforementioned southeasterly ROW
Quarry Road;
THENCE, leaving aforementioned Tract B
Quarry Road ROW the following twodisLances:
THENCE, continuing with saidsouth line of said nort.heast
point on the
line of said St.one
and with said Stone
courses and
1) N 80o 15' 34' E, 208.22 feet to a point of curvature;
2) 584.10 feet along the arc of a curve to the Ieft,having a central angle of jg" 09, O!,, , a radius of495 -21 feet and a chord which bears N 40" 4r, 04- E,530.99 feet to a point of non-tangency on the boundaryof said Batt.lement Mesa pUD;
THENCE, leaving aforementioned. stone euarry Road and withsaid boundary of Battlement Mesa pUD, S O1o 06, 34,, W,652.76 feet to a point being the northeast. corner of aparcel of land referred to as " Tract A,, and recorded byaforementioned Reception Number 3l- gS27;
THENCE, with said Tract A the folrowing three courses and.distances:
1) N BBo 4l-, l!, Wr tOO.OO feet;
2) S 01o 06' 34'" ilr7, 100 . 00 f eet;
3) s 88o 47' !1" E, 100.00 feet to the southeast cornerof aforementioned Tract A being al_so on theaforementioned boundary of Battlement Mesa puD;
THENCE, leawing said Tract A and with said boundary ofBattrement Mesa puD, s 01o 06, 34, w, 548.0o feet to theso,theast corner of the southwest one-quarter of thenortheast one-quarter of said Section ig,
PUD boundary same being theone-quarter of said Section
Page 3 of4.
79,
and
N 880 4'7', 12" W,
containing 45.47
(Exhibit B)
L329.89 feet to the
acres of land.
POINT OF BEGINNING
Nrbw9047.doc
Page 4 of 4.
EXIIIBIT C
(PARCEL 3)
THAT PORTION OF THE FOLLOWING PARCEL OF LAND IOCATED IN TOWNSHIP 7
SOUTH, RANGE 95 WEST OF THE SIXT}I PRINCIPA], MERTDIAN:
A PARCEL OF LAND SITUATED IN SECTIONS 19 AND 30, TO9INSHIP 7 SOIITH,
RANGE 95 WEST AND IN SECTIONS 25 AND 36, TOWNSHIP 7 SOUTH, RANGE 95
WEST OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF
CO],ORADO, SAID PARCEL BEGIN MORE PARTICI'LARLY DESCRIBED AS FOITLOWS:
BEGINNING AT THE WEST % CORNER OF SAID SECTION 19;
THENCE N. 89"40'32" E. 1266.57 FEET ALONG THE CENTERLINE OF SAID
SECTTON r-9 TO THE C-W1/l_5 CORNER OF SAID SECTTON 19;
THENCE N. 89"47'25" E. 7321.91 FEET ALONG THE CENTERLINE OF SAID
SECTION ]-9 TO THE C1l4 CORNER OF SAID SECTION 19;
THENCE N. 89O41'OO" E. ]-317.77 FEET ALONG THE CENTERL]NE OF SAID
SECTION l_9 TO THE C-EL/16 CORNER OF SAID SECTION J-9;
THENCE S. 0I"23'48" E. 1369.29 EEET ALONG THE EASTERLY LINE OF THE
NWr-/4SE1/4 TO THE SE1/15 OF SAID SECTTON 19;
THENCE S. 0I"23'48" E. 1369.29 FEET ALONG THE EASTERLY LINE OE THE
slwa/4sE.]-/4 oF sArD SECTTON t9 TO THE E1lL6 CORNER OF SArD SECTTON 19;
THENCE N. 89"02'29" W, 61,48 EEET ALONG TI1E SOUTHERLY LINE OF SAID
SECTION 19 TO THE Er-ll_5 CORNER OF SAID SECTION 30;
THENCE S. OO"O2'05" E. 7282.9]- FEET ALONG THE EASTERLY LINE OF THE
NWI-/4NEI-/4 BEING GLO LOT 4 OF SAID SECTTON 30 TO fHE NE1/1_5 CORNER OF
SAID SECTION 3O;
THENCE S. O"O2'05" E. 1307.09 EEET ALONG THE EASTERLY LINE OE THE
sw1/4NE1/4 oF sArD sEcrroN 30 ro rHE c-81/16 coRNER oF sArD sECTroN 30;
THENCE N. 89"43137" W.1314.26 FEET ALONG THE CENTERLINE OF SAID
SECTTON 30 TO THE C1l4 CORNER OF SAID SECTION 30;
THENCE S. OOOO'I'02" E. 1322.30 FEET ALONG THE CENTERLINE OF SAID
SECTION 30 TO THE C-SI/16 CORNER OF SAID SECTTON 30;
THENCE N- 89"-40'19" W. 1317.65 FEET ALONG- THE SOUTHERLY LINE -OF TI1E
NE1/4SW1/4 OF SAID SECTTON 30 TO TIIE SWr./1-6 CORNER OF SAID SECTION 30;
THENCE N. 89"40'L9" W. 1,252.60 EEET ALONG THE SOUTHERLY L]NE OF THE
NW1/4SW]./4 BErNG GrrO LOT I OF SArD SECTION 30 TO THE 51/16 CORNER OF
SAID SECTION 30 SAID POINT BEING ON THE EASTERLY LINE OF SAID SECTION,tr.
THENCE S. 00"53'10- E. 7268,09 FEET ALONG THE EASTERLY LINE OF SAID
SECTTON 25 TO THE SE CORNER OF SAID SECTION 25, SAID POINT AI,SO BEING
THE NE CORNER OF SAID SECTION 35;
THENCE S. 00"55']-I" W,53,21 FEET ALONG THE EASTERLY LINE OF SAID
SECTION 36 TO THE SW CORNER OF SAID SECTION 30;
THENCE S. OO"O8'OO" W. 1212.71 FEET ALONG THE EASTERLY LINE OF SAID
sEcTroN 35 TO THE Nr./r_5 CORNER OF SArD SECTTON 36;
THENCE S. 89'05'10" W. 1345.45 FEET ALONG THE SOUTHERLY LINE OE THE
NE1/4N81/4 OF SAID SECTTON 35 TO THE NE1/16 CORNER OF SArD SECTTON 36;
THENCE S. 89"05'10-W, :-345 FEET ALONG THE SOUTHERLY LINE OF THE
swl-/4NE1/4 OF SAID SECTTON 35 TO THE C-N1/r.6 CORNER OF SArD SECTTON 36;
THENCE N. OO"OO'09" E. ].335.54 FEET ALONG THE CENTERLINE OF SAID
SECT]ON 36 TO THE % CORNER OF SA]D SECTION 36 AND SECTION 25;
Page 1 of2.
TIIENCEN.00.19,38,E'1305.ggFEETALoNGTHECENTERLINEoFSAID
SECTION 25 TO THE C-S]-/16 CORNER OF SAID SECTION 25;
THENCEN.88o55,03,,E.1334.04FEETAloNGTHENORTHERLYLINEoETI{E
sW1/4sE1/4oFSAIDSECTIoN25ToTHEsEl/].6CoRNERoFSAIDSECTIoN25;
THENCE N. 8g"55'03, n. 1334.04 FEEi ALONG THE_NORTHERLY LINE oF THE
sIj!/As}lL/4oFsA]DsEcTIoN25ToTHEsl/15CoRNERoFSAIDSECTIoN25,
SAIDPOINTALSOBEINGONTHEWESTERIJYI'INEOFSAIDSECTION30;
THENCE N. 00"54'qi' W. 1-264.99 FEET ALONG THE WESTERLY LINE OF SAID
SECTION 30 TO THE W1./4 CORNER OF SAID SECTION 30;
THENCEN.00"02,23,,E'5.T.L6FEETALoNGTHEWESTERIYL]NEoESAID
SECTION 30 TO THE E1/4 CORNER OF SAID SECTION 25;
THENCEN.00"11,36.I,\].T263.65FEETALoNGItiEWESTERLYLINEoFSAID
SECTTON 30 ro rHE Nl-/16 C!RN!| oF SArD sEcTroN 30;
THENCES.8gO23'46"8.T2'Tl"44FEETALONGTHENORTHERLYLINEOETHE
sw1/4NW1/4 BEING Gr,O LOT 7 OF Seio ssctloN 30 TO THE NW1/16 coRNER OF
;ffii.;':T'3:""9;10, E. 10.87 EEEr ti9I.^li:-I:*T:i*Y LrNE oF sArD
lffi;;t"io"to-t*, wtlL6 coRNER oF sArD sECrroN 1e;
r ^r,^ mrrr r^lFeT;ffiffi:tN:"03?riliu)'{o:"t.Ii.i? irffi o"o*G rHE WESTERLY LrNE oF rHE
,./ AADITED ^E' CATD SECTION 19;IXillE,,l;.':;':oil'h'i"* i? -'i:H'- :(l':,,:'H:I":1, ?"i?,-:':T-?I;EI(3:-i1-,!i,i?ii,,";:'iI,'.i,.iEET ALONG THE SOUTHERLY LINE OF THE
tD ^E qATT) SECTION ].ffiillxd ; *' 3.' loii';*ier: ii -,:-i:L: iii, -::q::.:x, ?"i,?o,i"3l'31, l''MI]-/4SW1/4 ur.' sAru DErurrvrY r/ sTERLy LINE oF sAlD
THENCE N. OO?03'35" W. 1322'76 FEET ALONG THE WE
SECTION ].9 TO THE TRUE POINT OF BEGINNING'
SAID SECTION 30;
THENCE N. 00"08'19' W' 1310
lipr/+uw1/4 BErNG GLo Lor s
TOWNSHIP 7 SOUTH,
SECTION ]-9:
SECTION 3O:
COUNTY OF GARFIE],D
STATE OF COIJORADO
NRBW9O48.DOC
.67 EEET ALONG THE WESTERLY LINE OE THE
oF sArD SECTTON 30 TO THE wl-/L6 coRNER oF
RANGE 95 wEST oF THE 6s P'M'-Lor 3, Et/zswt/+, w]-/zsat/q
Lors 4,5,7 A.\TD 8, NEL/4sw1/4
sE1/4Nw1/4, sw1/4NE1-/4
(EXEIBIT C)
PageZ of 2.
EXHIBIT D
(PARCEL 4)
TOWNSHIP 7 SOUTH, RANGE 95 WEST OF THE
MERIDIAN
sECTTON 34: NW1/4 SEL/4
COUNTY OF GARFIEI-,D, STATE OF COLORADO
NRBW9O49.DOC
SIXTH PRINCIPAL
Page 1 of1.
EXHIBTT E
APPROXIMATELOCATION0FDRYCREEKROADWHEREIT
CROSSES PARCEL 1
MAP
2407-181
SEE
RIOGEi\MESA
PHASE
SEE MAP
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2407 - 17 2
2407-083-00- 1 52
APPROXI}'IATE LOCATION OF
DRY CREEK ROAD ON PARCEL I'
@
ExemPtion
'PAFCEL 5
SEE qAP suBDlvrsro
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slo-ouEe-ocx vILLAGE' FIUNG 1
Page 1 of1.
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EXIIIBTT F
APPROXIMATE LOCATION OFER]IIMEKROAD WIIERE IT CROSSES
PARCEL 2
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Page 1 of 1.
SCALE: 1'= 300'
EXHIBIT G
APPROXIMATE LOCATION OF DRY CREEKROAD WHERE IT
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EXHIBIT H
AppROXIMATE LOCATION OF DffiE-K ROAD wHERE IT CROSSES
PARCEL 4
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SCALE: 1" = 200'
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'..n oto lm RLs !116l-, sET.
EAST-tESI CENEiIINE sEll4. SEC. 14
Page 1 of1.
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:a-L-tl- 46
COI]RT USE ONLY
109 8th Street, Suite 104
, Colorado 81601
STATB OF COLORADO, DEPARTMENT OF
OISTNTCT COURT, GARFIELD COUNTY,
NATURAL RESOURCES, WILDLIFE COMMISSION,
DIVISION OF WILDLIFE,
Plaintiff,
v.
BATTLEMENT MESA SERVICE ASSO.iATTON;
PETER BLOOMFIELD; ROGER BLOOMFIELD;
IRVING D. COHEN; DAYBREAK REAITY LLC;
FARM CREDIT SERVICES OF T}IE MOI.NTAIN
PLAINS, ACA; MONUMENT RIDGE, LLC; MARK
SALTSMAN; SECUNTY FIRST BANK; EUGENE
SPEAKMAN; ANd GEORGIA CHAMBERLAIN,
PUBLIC TRUSTEE FOR G+\TIELD COUNTY; and
,
all unknown persons who claim any interest in the
subject matter of this action, . -
-
_'
Case No.: 2004 CV 3
Div.: A
KEN SAI,AZAR, Attorney GeneralKEN $AI,AZAR, Attorney Ueneral ,-:-:::_ __ .
BRADLEY W. CAMERON, Assistaiit Auorney
- ;:1.' . :
1525 Sherman Street, 5th Floor
Denver, CO 80203 *,
(303) 866-s006
Registration Number: 11 183
*Counsel of Record
SUMMONS
THE PEOPLE OF THE STATE OF COLORADO TO TIIE ABOVE.NAMED
DEFEI\DAIIT(S):
You are hereby summoned and required to file with the Clerk of this Court an
answer or other response to the attached complaint. If service of the sufitmons and complaint
was made upon you within the State of Colorado, you are required to file your answer or
other response within 20 days after such service upon you. If service of the summons and
complaint was made upon you outside of the State of Colorado, you are required to file your
answer or other response within 30 days after such service upon you.
If you fail to file your answer or other response to the complaint in writing within the
applicable time period, judgment by default may be entered against you by the Court for the
relief demanded in the complaint, without any further notice to you'
The following documents are sefved with this Summons: Complaint Under Rule 105
and Request for Permanent Injunction
Colorado Division of Wildlife
1 525 Sherman Street, 5t[.!'loor
Denver, Colsrado 80203
Telephone: (303) 866-5006
xCounsel of Record
ttorney G
'-,Atta*.vrfi;Smni#colg:ato-,Departrnentof
;;:r = "":Natiital Relource s, Wildli fe Commis si on,
DATED:
2
DTSTRICT COURT, GAR-FIELD COUNTY,
COLORADO
Court Address: 109 8'h Street, Suite 104
Glenwood Springs, CO 81601
Plaintiff: STATE OF COLORADO, DEPARTMENT OF
NATURAL R-ESOURCES, WILDLIFE COMMIS S ION,
DIVISION OF WILDLIFE
Defendants: BATTLEMENT MESA SERVICE
ASSOCIATION; PETER BLOOMFIELD; ROGER
BLOOMFIELD; IRVING D. COHEN; DAYBREAK
REALTY LLC; FARM CREDIT SERVICES OF THE
MOUNTAIN PLAINS, ACA; MONUMENT RIDGE,
LLC; MARK SAITSMAN; SECURITY FIRST BANK;
EUGENE SPEAKMAN; And GEORGIA
CHAMBERLAIN, PUBLIC TRUSTEE FOR GARFIELD
COUNTY; and all unknown persons who claim any I A COURT USE OI{LY A
inferest in tle -sr.lhipet m^l-rer nf fhis anrinn _
Attorneys for Defendant Monument Ridge, LLC I Case Number: 2004 CV 03
Richard P. Ranson, #2481
Jason P. Kane, #33660 | Division: A, Ctrm.:
Address: 3475 Bnargate Boulevard, Suite 201
Colorado Springs, CO 80920
Phone Number: 7 19-593 -2121
FaxNumber: 719-593-i818
E-mail: rpran@aol.com ijkane@ranson-kane.com
ANSWERBY MONUMENT RIDGE LLC
Defendant Monument Ridge, LLC, by and throuSh their counsel of record, Ranson & Kane,
P.C., answer the complaint as follows:
Answer
1. Defendant admits the general allegations se]forth in paragraphs 1- 5.
2. Defendant admits the atlegations of paragraph 6.
3. Defendant is not included in any of the allegations set forth in paragraphs 7 - 13, and
therefore denies the same.
4. Defendant generally agrees with the allegations set forth in paragraphs 14 - 16.
5. Defendant denles the claims for relief set forth in paragraphs 17 - 20. He does not
believe there has been open, notorious and hostile use of any portion of the property (Parcet
1) for twenty years, and deny the property claimed has been adversely possessed.
Defendant further denies the Department of Wildlife, or any other government entity has
used to property for a public purpose, or in any way acted to improve or maintain the
claimed right of way as a public road.
AFFIRMATIVE DEFENSEq
1. Defendant assefts that at not time has Plaintiff , o( any other government entity, acted in
an open, notorious or hostile way regarding the claimed rig;ht of way, or has used the
property for a public purpose, or [n any way acted to improve or maintain the claimed right of
way as a public road or right of way.
WHEREFORE, Defendant request the cornplaint be dismissed with prejudice, that he be
given his costs and such other relief as is appropriate.
Respectfully submitted this 17th day of September,2OO4.
RANSON & KANE, P.C.
A duly
By:
Attorney for Defendant Monument Rid$e,
LLC
P. Ranson, Attorney No. 2481
)
file at & Kane, P.C.
CERTIFICATE OF SERVICE
I hereby certifu that on this 17'h' day of September, 2004, a true and correct copy of the
foregoing Answer was serv'ed on the following recipients via electronic filing:
William H. Shon
Thimas J. Hindman
ORTEN & HINDMAN, PC
11901 West 48'h Avenue
Wheat Ridge, CO 80033-2166
Anorneys for Defendant Battl ement
Mesa Service Association
Don K. DeFord
Garfield County Attomey
108 8e Streer, Ste 219
Glenwood Springs, CO 81601
Attorney for Georgia Chamberlain, Public
Trustee for Garfield Counry
Attorneysfor Plaintffi
Mark N. Wiliiams
MarkN. Williams
326Mainst., Ste 103
Grand Junction, CO 81501
Anorneyfor Daybreak Realty LLC
Melody D. Massih
Caloia, Houpt & Hamilton, P.C.
1204 Grand Avenue
Glenwood Springs, CO 81601
oryfile at Rottsolt & Kane, P.C.i
A duly slgned
,l
ROAD IMPACT FEE CALCULATION WORK SHEET
Proiect/Applicant Monument Ridge
Road Disrict I
Land Use (Number of Total Dwelling Units, Including ADUs)t7
Date Prepared 7t2U2004
Base Road Cost s4,410,00q
Road Capacity in ADT 15,72
Road Cost per ADT s280.45
ADT per Lmd Use 9.5
Bse Road ImDact F€es Der Land Use $2,683.91
A.\ CREDITS
80o/o of Amual R & B Prooerty Tu per Land Use s28.16
County Discount Rate 1.57o/c
RoadDesim Life (Yem)I
Pre sent Worth Factor 12,49
Property Tu Credit $35 1.59
TJNADJUSTED ROA-D IMPACT FEE s2J32.32
lBase Road Impact Fee - Property Tax Creditl
INFLATION ADJUSTMENT
Denver-Boulder CPI Yen of Cost Estimate 158.5
Denver-Boulder CPI Year oflmpact Fee Calc.184.3
Inflation Factor 1.1528
ICPI for Collection Year/CPI ofYear ofCost Estimatel
PRE.CONSTRUCTION INFLATION s2,711.97
ADJUSTED ROAD IMPACT FEE
POST.CONSTRUCTION COST ADJUSTMENT
Coune Discout Rate 1.570/<
'em (Yeas since Construction
Comoomd Interest Multiolier 1.000(
POST.CONSTRUCTION
ADJUSTED ROAD IMPACT Ff,E #N/A
TOTAL FEE FOR TOTAL NUMBER OF DWELLING I]NITS
1/2 OF FEE TO BE PAID AT FINAL PLAT
IMPACT FEE TO BE COLLECTED WTIH EACH BUILDING PER.N
Prepared bv the Garfield County Plannins DeDartment
,W
W
o5/fy2sq4 61:L3 F258627 ROAD AND BRIDGE PA6E A3
Coulttrlg Pocket LL.C
Bor 26
Woody Crcsk, CO 8f6!5
970 923 {7I0
970971 1263
May 5,200a
Stew Adlrouy
Vegaation Managcr
Garfeld County, CO
Dcar tvt. Anthony,
IUs hrncr is to sddrcss tt+ revcgqatbn ureed maoagcoiot eod soil mnngpnrd phD
roquted in th. &d Resohftbn for Coultcr's Pocket in Battlupor Mcsq C0.
ln thc fall of 20(14, wc plan to rcvegetate thc distrubed Egetation "brry th nsr*, road
bcing con*ructod in the BuEEsr of 20O4. W* plan ro soed rbp distxbed arca with a dry
lcrd r6d sirce the aroa duturbcd dosr mt have irfisrbn rr,!tsr.
Reg+rdng the woed rnarE{crrrut plrn, we intend to putlic aggpessively arry evidauc of
noxiourwceds w-hcncter rr,e become awtne of thcir prcsenc€ on rhc propcrty. Thcrc is xr
evidcnce of Tarnarisk or ltussinn Olivc or rnxbus wecds on th6 propcrt/. Thc poperty
has been udirurbcd for rt longtirnc.
Thc Homcowrleru Associrrtbn will bB rcsponsible fur tlrc soil managcrcnt and the cnpcme
of wsed rxrnuol along ttre road.
Sincerely,
NoclRich.rdson
Projecr Monagcr
RECEIVED
MAY 1 4 2004
GARFIELD COUNry
BUILDING & PLANNING
65/14/2494 A1:13 625,AE27 ROAD AND BRIDGE PAGE O2
Monuocnt RHgc, LLC
1586 County Road 300
Perrehrtc, CO t1635
974923 4710
v'oq?t 1263 Fr(
Stwc,tntbony
,Vcgefrfion Menrgcr
brfiold County, Coloredo
May 3,20O4
Dcar Stevc,
This letter is to address the Re-vegctation, Weed Managerne,nt, ard Soil Management
Plan rcqufued in ths Fiual Reeolution No. 2002-1ffi, numbens 7 & 8, rcgardlng Monumcnt
Ridgp Subdivision in Battlement Mesa, Garficld County, Colorado.
We plan to re-vcgehte the distrrbed wgctation in the projrcl cspccially along
Monrmrent Ridgc Road (the ncw road we arc oonstuctind, in the auhrnn of 2fi)4.
Monument Ridge Road has already been rougffi in md wc fcel confidcnt it shall bc
complacd this summ€r. We intcnd to soad thc dishnbed arcas with a dry land socd sinoc
thc areas disturbed have never had any inig*ion wutcr available.
Regarding flre Weed Managcmeai Plan, we intcmd to purcue aggressiraely any evidence
of noxioru woeds whenever we bccome errxane of their presemce on any of thc propcrty.
LaS autumt ure sprayed a pafch of nap wecd fourd on the proporty, as r.nell as willows
fourd grcwing along thc Huntley inigNion ditch. There is no evidence of Tamarisk or
Rusgian Olive on tlrc pmperty.
The Soil Managemcnt Plan consists of disposing dall topsoil ard/or aggreglle lles
duing constnrction At thc cnd of Monumcnt Ridgc Road thcrc is a cul dc sec which
ser.vcs a$ the qtrance to lot nunbers 14, 15, 16, and 17. There is a gully that must be
havcrssd by the eobancc drives to eh of thcsc four lots. AII excess topsoil/aggregarc
shall bc utilizcd in the constuction of these entry drivonays.
Sincercly,
if::,VED
,"dryw
To:
From:
Subject:
Date:
INTEROFFICE MEMORAIYDT]M
Fred Jarman, Building and Planning Departuent
Scott Aibner - Garfield County Surveyor
Monument Ridge SuMivision - Review
8/13104
Dear Fred,
Upon review of the Monument Ridge SuMivision pla! I have prepared a list of
comments or corrections to be madp prior to approval for survey content and forrr.
A redline copy of the plat has been delivered to Frank Harrington.
1' A lot line dimension is needed along the southerly line of lot 14 benveen the
southwest corner and the l/16 comer.
2. Labelthe20 foot utility and drainage easement.
3. What does the note in lot 15 "cental well with service lines" refer to?
4- Existing ftnce lines have no use on a final prat. Issues regarding
improvements and fences should have been resolved in the preliminary plat
process.
5. Monuments shown on the plat with no ties have no usefulness, either take
them offor add ties.
dilJL-
Scott Aibner
As Garfield County Surveyor
cc Frank Harrington- High Country Engineering Inc.
,i;.ir.' . ,:r;,-
Oct-()6-04 ll:l4A
Cl-llt-04 ll:0!ltl FffiColo liv of htar icreursrr(rrtE-U{'-1,.O .3j. = Jrrr +t038c63589 r-607 P 0ul,,0? [-ru8' '.f-
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UIEIL LOcAqpi!: Cun$ Otrtteld Omdrwtth{g,$on tr,o, n.peh r.rr
rp lt{oftrrs- tlt Sca .r . rurp., .- .EIil. *HS-. Rngr nz tIJe. orlilW., EtLp.U.
fin=rtorrsGcrrnLirnr. 600 Fr.Fnnr El *.*Es.. ?!Eo .,.R,FmmDe.r Elrr.r.rn .
qlfrdlVh|UtNlm0 --^ .-r.-* *,.*.'rt.,... ,,kl , .EE*_ , , .Fifrng[Un1_
Tlr rbor [rbd awr{r} s[r] ff|q.. rh. tt[r!y, un fio rsd qE1lD.rl tprqln. Tlrc cmurg rmrd tr brlp,rtnlfi tbr $t fslbu,lfle i*lottu EJGtrrrer h nmp of orrnfi LlOrlpc h m1hg .lrdnrtl-lLJ corrEclbn of locrthn ftr er*nptwrlr. plrrfrd pth b Mryl !. igt1 J16non+rarg a6rr prm636 bfrstftv !?..! rrnrnlnc Gorrgdion otdrDU3[ locr0on..t-..
: I (wr) rr .q ry qS | $rl (s!D tr fltntl ollhr tE[ drlctt d rD&. hnos rre eonqnI rf.brnrtt! mrdc hnh, .rU ril.b hil $., d ftrr tdilU iqr0 Incur!fi;
FlryprlntrhcslgnfrltiltttTrh !ftr*rr0tdUpnrrcunr. iOa. iI'TTtoil€ LZtM -a Luo.-;'Tl^...o.r. A 7---.o-..il. :
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ll L thr rlpsr*& Ctho ,Euqn.?CUrtrd'srr H*-Jqfrlu.t .a tr-iiii "tniIdslffiffiffi"t*d*u'|' o?rsf,rE .- r.olFDb r ''I EtrxrsrrlrrE, xE Es erll|ogwnatl. frl*l b frftrm fpm fr rm$L i---- --1
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Pegi Braunschweig
From:
Sent:
To:
Subject:
Tim Thulson [tim@balcombgreen.com]
Thursday, October 07,200410:07 AM
pegib@balcombgreen.com
FW: Monument Ridge revegetation
Please print out
Tim
-- - - -Origina1 Message- - - - -
From: noel richardson [mailto:enrichardson@comcast,.net]Sent: Thursday, September 1G, 2004 9:43 AMTo: steve anthony
Cc: Tim Thul-son
Subject: Monument Ridge revegetation
Steve,
The disturbed vegetation at MonumenE Ridge amounts to approximately 1.14acreE. We arrived at that number by mulEiplyilg 4982 1inear feet by 10 feetand dividing by 43,560. We had planned Eo revegetate this October, but dueto county delays regarding final plat we are unable to backfill some of thetrenches. However, we have already been able t,o backfill approximately 900feet of trenches and will revegetaEe t,hat portion this autumn.If you have any questions, please feel free to cal-I me at 970-923-4710.Sincerely, NoeI Richardson
EDWARD MULHALL, JR
scorr BaLcoMB
LAWRENGE R, GREEN
TrMorHY A. THULSoN
DAvrD C. HALLFoRD
CHRTSToPHER L. CoYLE
THoMAS J. HARTERT
OF CouNsEL;
KENNETH BALCOMB
JoHN A. THULSoN
)*$
,J
sN
\'
',N
)
BAlcoMs & Gnpnx, P.C.
ATTORNEYS AT I,A.w
P.O. Dnrwen 79O
B 1B Colonaoo AveNue
GleNwooo SpnrNcs, Colonaoo 81602
Terepnorur: 970.945.6546
FRcsrrr,rte: 970.945.8902
www.balcombgreen.com
June 18,2004
CHRTSToPHER L. GETGER I
ANNE MARIE MCPHEE IDEBoRAH DAVrs* ,
SARA M. DUNN I
AI so ^DMIrFD To \
NEw YoRK aND MtssouRt
Fred ]arman, Senior Planner
Building and Planning Department
108 8'h Street, Suite 201
Glenwood Springs, CO 81602
RECEIYED
JUN I I 2rlrl4
,"r,Sm::tfmro
Re: Application for Final PlaV Monument Ridge Subdivisionfi\tlonument
Ridge LLC ("Applicant")
Dear Fred:
Pursuant to Section 5:00 of the Garfield County Subdivision Regulations of
Garfield County, Colorado 1984, as amended, Monument Ridge LLC ("Applicant")
hereby submits the following application materials for Final Plat approval for the
Monument Ridge Subdivision. Following the form used by me in the past for other
projects similarly situated, I have organized these materials as responses to the
conditions of approval set forth within the Preliminary Plan approval for the Monument
Ridge Subdivision - Board of County Commissioner Resolution No. 2002-L061
("Resolution of Approval"). For purposes of clarity, I have restated herein all of the conditions
set for within the Resolution of Approval in italics; Monument Ridge's responses thereto are
immediately follow in standard type.
1. That all representations made by the Applicant in the application and at the public
hearing bet'ore the Planning Commission and Board of County Commissioners shall be conditions
of approaal, unless specit'ically alteredby the Board of County Commissioners.
Applicant hereby agrees to be bound by all such representations.
' A, yo, will recall, this Preliminary Plan approval was originally obtained by the Foothills Land and
Development Company, Inc, who at the time of the approval was the owner of all that real property encompassed
within the Monument Ridge Exemption recorded June 19, 2002 as Reception No. 605517 (Board of Commissioner
Resolution No.2002-55). Applicant is the successor in title to Foothills Land and Development Company, Inc. as to
Exemption Lots 4 and 5, the real property addressed under this application.
BAr,coMr| & GnpnN, P.C.
A'r"r'oRNEYs A'l'rrAw
]une L81 2004
./ Page2
//t/ Z. fhe Applicant shall amend the protectioe cooenants to include language that requires
the ownerldeaeloper of each indir:idual lot to perform additional percolation testing, when actual
percolation t'ield location are known, to determine the most appropriate location for /SDS t'or each
lot. This int'ormation shall be proaided to the Planning Department at the time of Final Plat.
The above stated requirements relative to the installation of ISDS Systems by
individual lot owners are addressed under Plat Note 2 of the Final Plat for Monument
Ridge Subdivision ("Final Plat"), Sheet 1 of 3. Given that the Protective Covenants could
be amended in the future by the homeowners without notice to the County, I believe
that the incorporation of these requirements as a plat note rather than a provision of the
Protective Covenants better implements these requirements. The Final Plat is provided
herewith as Exhibit A.
/ 3. The Applicant shall require indiaidual lot ownerldeaeloper to be responsible for the
jhstallation of the /SDS designed by a registered prot'essional engineer in the State of Colorado.
\r/ Maintenance of each system shall be the responsibility ot' the indiaidual lot owner and as outlined
in the protectiae coaenants of the subdiaision. ln addition, each ISDS must be accompanied by a
detailed maintenance plan contained in the corsenants. This int'ormation shall be proaided t the
Planning Department at the time ot' Final Plat as well as be included as a plat note on the final
plat.
Again, the requirements relative to the installation of ISDS Systems by individual
lot owners are addressed under PIat Note 2 herein above identified. Additional design
requirements are set forth within Article V of the Protective Covenants entitled,
"Amended and Restated Declaration of Covenants, Conditions and Restrictions for
Monument Ridge ("Protective Covenants"). The requirements relative to the
maintenance of each such system are outlined within Article VI of the Protective
Covenants. The design and maintenance requirements above set forth are consistent
with the standards and requirements previously required by the County relative to
similarly sized lots such as those contained in the T.O. Ranch Subdivision. Although,
the Monument Ridge Homeowners Association ("HOA") is primarily responsible for the
enforcement of these conditions and requirements, provisions have been included
within both Article V and Article VI which allows the County, in the absence of such
homeowner association enforcement, to step in and enforce these provisions under its
or,yn initiative. A copy of the Protective Covenants is provided herewith as Exhibit B.
/ 4. Due to the expansiae and compressible soils, the owner/deaeloper of eachlot shallV ,ondurt additional design leael geotechnical studies once building locations are finalized, to
characterize soil and engineering properties beneath each planned structure. This int'ormation is
needed to deoelop site-specit'ic design recommendations and construction criteria. Soil conditions
at planned foundation depths will dictate whether footings with a minimum load will be needed to
counteract expansiae clay s.
BAr,coMB & Gnrcpx, P.C.
ATTORNEYS A'l'IrAW
June 18,2004
Page 3
, As a result, the deaeloper shall make the CTL/Thompson Report (in thebinder known as
Exhibit G submitted to the board of County Commissioners) an attachment to the protectiae
coaenants as a reference t'or potential lot ownerf deaeloper. This int'ormation shall also be
incorporated into the protectiue coaenants and prorsided to the Planning Department as part of
Final Plat.
,^(
The above stated r"qrf*"nts relative to expandable and compressible soils are
addressed under Plat Note fr of the Final Plat, Sheet 1 of 3. Because the above
identified report of CTL Thompson (provided herewith as Exhibit D) is not amenable to
filing in the public records, due to the size of exhibits incorporated therein, rather than
being incorporated as an exhibit to the Protective Covenants (which are required to be
filed in the public records),I have included as a requirement within said Plat Note 13
that a copy of this report be maintained at all times by the Homeowners Association for
future lot owner reference.
/ 5. The Applicant shall proaide Staff with a site plan that delineates any wetlands and
,r/ waters ot' the ll.S. within the property identified as "no-build zones" so that it remains clear there
shall be no int'ringement in those sensitioe areas. This shall be submitted to the Planning
Department at the time of Final Plat.
The wetlands and waters of the U.S. have been so delineated within the Final Plat
(See, Sheet 3 of 3).
6. The Applicant shall comply with the following requirements as stated by the Gart'ield
County Road and Bridge Department:
g) The Applicant shall relocate all t'ences and/or structures currently existing within the 60
t/ t'oot right-ot'-way (30 feet from the center line of CR 300 and 303) which abuts the' Monument Ridge Subdiaision. This requirement shallbe included in the Subdiaision
lmp r ors ement Agr e ement.
The fences required to be relocated along County Road 300 and 303 are identified
within the Final Plat (See, Sheet 2 of 3). The cost of relocating these fences as above
required is secured under the Subdivision Improvements Agreement (Monument Ridge
Subdivision) ("SIA") to be executed by and between Applicant and the Board of
Commissioners at Paragraph 2.E.(1) vi.
b) Garfield County shall participate in lowering a specit'ic portion (known as the high spot)
of CR 300 by only prooiding the culaert that will carry ditch water across CR 300, The culaert
will stretch beyond the t'ence lines onto the deaeloper's property on either side ot' CR 300. All other
costs ot' the road work shall be the responsibility of the Applicant.
,/
/c)TheApplicantshallproaideasharedacceSSroffi-fi,This
, ,/access shall be designed to accommodate ADT generated t'rom three residences, as a public road,
pursuant to the design specit'ications in the Gart'ield County Subditsision regulations, Section
BAr,coMB & Gnppx, P.C.
A,ITORNEYS AT IJAW
June L8,2004
Page 4
The required lowering of County Road 300 is addressed within the Monument
Engineering and submitted herewith as an appendage instant
to this construction in turn, is secured under SIA
9:35.
The above described design specifications have been incorporated within the
construction documents appended to the Final Plat (See, Monument Ridge Subdivision
Proposed Cul-de-sac Plan and Profile).
d) The site plan shows a number of proposed shared access driaeways. All proposed
driaanays that serae more than one lot shall be designed according to the Garfield County
Subdioision Regulations t'or roads in Section 9:35. This section requires that those shared access
driaeways be designed at widths of not less than 30 feet and maintained by the Homeowners
Association. The Applicant shall ret'er to Section 9:35 t'or the specific design standards requiredby
the county.
All shared access driveways are designed at widths not less than 30 feet (See,
Final Plat sheet 3 of 3 and Monument Ridge Grading, Drainage and Erosion Control
Plan). Under the standard dedication language incorporated within the Final Plat (See,
Sheet 1, of 1), the HOA is responsible for the maintenance of all dedicated roadways.
e) The Applicant shall present a t'inal grading and drainage plan which includes all of the
proposed culaerts and the calculations that determine their sizing to the Planning Department as
part of the Final Plat submission. This plan shall include any existing or proposed ditches on the
property. This plan shall be proaided to the Planning Staff as part of the Final Plat reoian.
See, Monument Ridge Grading, Drainage and Erosion Control Plan.
7. The Applicant shall prorside a security t'or site re-oegetation due to soil disturbance to be
heldby Garfield County t'or the nern Monument Ridge Road. The amount of the security and a
timeline for its release shall be determinedby the Garfield County Weed Management Director
after the Applicant proaides the information requested in the Memorandum from the Weed
Management Director proaided t the Board of County Commissioners as Exhibit l. The security
shall be held by Garfield County until re-oegetation has been successt'ully reestablished as
determined by the Weed Management Director. Once determined by the Director that successt'ul
reclamation has occurred, the security shall be released. Eaidence that this security has been
submitted shall be submitted to the Planning Department at the time of Final Plat. The amount
of the security and the timeline t'or the reaegetation inspection and release of the security shall be
17
q
o
Paragraph 2.8.2.4.
Ridge Grading, Drainage and Erosion Control Plan prepared
IlAr,coMB & Gnppx, P.C.
A'I"r'ORNEYS A'l'IJA.W
June 18,2004
Page 5
t'ully described in the Subdiaision lmproaements Agreement (SIA)
The provisions constituting the re-vegetation, weed management and soil
management plan for the Monument ridge Subdivision are set forth within in the
correspondence from Noel Richardson to Steve Anthony, Garfield County Vegetation
Manager, dated May 3,2004, provided herewith as Exhibit E. Correspondence
approving this plan from Mr. Anthony, is provided herewith as Exhibit F. The
provisions of said re-vegetation, weed management and soil management plan are
secured under the SIA (See, Paragraph 3C), which Paragraph provides for the release of
said security consistent with the requirements of this condition.
( 8. Pursuant t the reaised Reaegetation Guidelines t'rom the Garfield County Weed
o / Management Plan, the Applicant shall proaide a Soil Management Plan, related to outside-the-
/ building-enaelope actitsities, such as new road construction, that includes 1) protsisions t'or' srksaging on-site topsoil,2) a timetable t'or eliminating topsoil andlor aggregate piles,3) and a
plan that prooides t'or soil coaer if any disturbances or stoclcpiles will sit exposed t'or a period of 90
days or more. The Applicant shall proaide this plan, approoedby the Garfield County Weed
Management Department, tuith the Final Plat submittal documents at the time of Final Plat.
See Response to Condition 7.
9. The Applicant shall include the following plat note on the Final Plat that require each
lot oruner/deaeloaerJo oroaide the followins:
lill $, Sp/rt0ler'systems thit complf with the NFPA Standard 7iD shall be installed t'or all
WVt /;::,:;:;U::;'y,:;*;:;#:,::,Tfision
as committedbv the Appticant to the
A 3000 gallon tank t'or t'ire protection and domestic water supply for homes under
3500 square t'eet. Residences larger than 3500 square feet will need to haoe both the
calculated size storage tank and sprinkler system to prooide initial knockdown
capabilities. The deoelopers of all these lots (1--17) shall adhere to the NFPA 299
standard t'or Protection ot' Lit'e and Property t'romWildfire.
A mis-communication between my office and High Country Engineering
resulted in the omission from the presently drafted and presented Final Plat of
the above described Plat Note. Prior to presentment to the Board of County
Commissioners the following Plat Note will be inserted within the Final Plat
immediately following present Plat Note 3 as follows:
Each lot owner shall comply with the following fire protection
requirements:
A. Each residence equaling 3,500 sq. ft. or less shall be equipped
with a storage tank of at least 3,000 gallons oI size;
IBAI,COMB & GnnnN,
A,TTORNEYS A.I I]Aw
]une 18,2004
Page 6
B. Each residence exceeding 3,500 sq. ft. in size shall be equipped
with a storage tank of at least 3,000 gallons in size and shall be equipped
with a sprinkler system conforming with NFPA 13D;
C. Each residence shall allow use of the storage tanks for off sight
fire protection use; and
D. Ea 'storage tank shall be located within 150 feet of the
'he Applicant shall include the recommendations stated by the Grand Valley t'ire
District as stated in full in their letter dated September 11, 2007 (submitted to the
the protectiae coaenants t'or the subdiaision to be reaiantedby the Gart'ield County Building and
Planning Department at the time of Final Plat.
See, existing Plat Note 3 and Response to Condition 9, herein above.
11. The proposed subdiaision is located in the Gart'ield County Trffic Study Area L. This
r,requires an impact t'ee payment to Gart'ield County of $280.45 per Aaerage Daily Trip (ADT)
by the subdioision. Once calculated, the Applicant shall make a payment to Garfield
nty of halt' ot' the total amount at the time of Final Plat and the second half shall be paid at the
time of building permit. The Applicant shall calculate the appropriate amoun4 as may be
adjusted, by Gart'ield County regulations and policies in effect at the time of Final Plat.
The School Land Dedication Impact Fee shall be paid in accordance with the
condition above set forth.
13. The Applicant shall present a plan representing the locations of well maintenance
easements designated t'or each lot which contain wells and any external connections to them. This
shallbe shown on the Final Plat. ln addition, the Applicant shall present appropriate language in
the protectiae coaenants and the SIA describing the existence of these, their use by the
Homeowner's Association, and responsibility t'or maintenance costs. This information shall be
protsided to the Planning Department at the time of Final Plat.
All required easements rights-of-way for the maintenance of domestic wells
within Monument Ridge Subdivision are set forth within the Final Plat (See, Sheet 2 of
Pa
1
N
\
{Y
The Trafficlmryt Fee shall be paid in accordance with the above condition.
(- D. The ffiant shall pay the School Land Dedication lmpact Fee at the time ot' Final
-)Plat. .ay estynfre! kebyse! 9n current t'ee regulations requiring $200 per each nanly ueated
( ' parcel 6yf{on 9:80 of the Subdiaision regulations) would be equal to impact fees based on the
lr*rrY"ns in et'fect at the time of Final Plat reoiera.
of county Commissioners as Exhibit Y during the Preliminary Plan approaal process) in
#I
-l\/f $ )"s j' '{.*Lt
( r_. ... ,175 ,The
Awlicant shall lengthen the proposed culoert and locate the culoert t'urther away
$
t-.{',11 tlte iTteryction of County Road 300 and Monument Ridge Road. ln addition, the ApplicantI lsha,ll co,nstruct a ditch on the downstream side ot' the culaert ti conaey flows to the existing
! naturTl drain-age. This relocated cultsert and ditch shall be shown oniile final plat drawiigs
I submitted t the Planning Department at the time of Final plat.
'*"^?r*s":ff'"* "'"'
[une18,2004
PageT
3)' The HOA shall have the exclusive responsibility for the management of all wells andfacilities providing domestic water service within the Monument Liag" Subdivision.
€ee, Article VII.K. of the Protective Covenants). In this regard I wouii note that theHOA is the present contractee under the West Divide Water Conservancy District
Water Allotment Contract No. 010531MRHA(a) which contract augments the domestic
depletions within the Monument Ridge Subdivision. A copy of th-e West Divide
contract is provided herewith as Exhibit G. (Ail of the well permits and appurtenant wellfacilities together with all of the above ldeniified easementi and rights-oi-*uy are to betransferred from Applicant to the HOA at the time of filing of the iinal ptat,'ihis
transfer is required under the SIA (See, Paragraph 4.A) and will be effected under theAgreement to be executed by and between Applicant and the HOA at plat filing; a copyof this Agreement is provided herewith as Exhibit H. Structured as such and relative tothe performance of these duties, the Homeowners Association shall have all the rightsgenerally allowed a homeowners association (assessment of fee's, blanket ease,s, eic.) asprovided in the Protective Covenants.
' 74' The Applicant states that the Homeoutner's Association will own the water rights and
manage water distrib-ution' The Applicant shall craft language defining a specific structie for the
management of the ditch iruigation water to seroe L,ots 7-b piopoied toTe dioeited t'rom the R FDitch and the Musconetcong Ditch. This language shall outline the duties and reiponsibilities of
the Homeotnner's Associatto'n and the goorrning ditrh ro*panies for adequate access to and
ma_intenance of the ditch. This language shall be placed in'the protectiae coaenants of the
subdiaision and submitted as part of the documents subject to reaiew at the time of iinal plat,
See, response to Condition 1g, infra.
see Monument Ridge Grading, Drainage and Erosion Control plan.
16' The Applicant shall prortide proof ot' legal and adequate source of domestic water for
':il,"t?,:^::!,:,!: t!.'i,'l:',lttv,tkfpf\:::t shitt proaide documentation demonstrating the
follou:ing a?tp.n, at.the time_of Final plat:
?^lThlj *f"ur q),tuiur pump.test be performed on the well to be used;0) A wett completton report demonstrating the depth of the well, the characteristics of the
aquifer and the static water leael:
c) The.rbsults of the four (.9 hour pimp test indicating the pumping rate in gallons perminute and information showing drawdown anditchaige;
BALOOMB & GREEN, p.C.
ATToRNEYS A'I] I]Aw
Jlur:.e'1.8,2004
Page 8
d) A written opinion of the person conducting tl/weil test that this utell should be
-, nadequate to3upyly water to the number ifrdroposed lots;
e) An assumption'rif in aoerage of no lesi tfrn'i:i"p;;i,i;'[Jr dweiling unit, using 700
gallons of water per person, oer dau: ./
f) lfthe well-is to be'shaied, a legal, iil/sharing declaration which discusses all
easements and costs associate.d ry{n tne opiation and maintenance of the system
and who will be responsible for/aying these costs and how assessments wiu be made
for these costs; /
g) The yta.tn quolity sh.all be tey{ea by an independent testing laboratory and meet Stateguidelines concerning bay'eria and nitrates
, Exhibit I provided herer
Moriument Ridge Subdivisionl
i a. The approved wei --' -^'' *rr
Division of Water Reso
b. Well compl
-icharactqristics of the ,
hour pu\nf tesU
written
attesting te
thereby
using 100 ns of water per day;
contains as to each well permitted within the
it issued by the office of the state Engineer, Colorado
fr report demonstrating the depth of the well, the
ifer and static water level together with the results of a four-
fpinion executed by Raun samuelson of samuelson pump Companylwell is sufficient to serve the number of lots proposed to be served
1l ]1llrnp]lol on average of no less than 3.5 peopte per dwening unit,
d. water quality test resurts for form bacteria and nitrates.
i r 1 777' ^Because
the Applicant has located the Monument Ridge Road cul-de-sac in the middle
I ":.:,1'::i:^l::y1ry, the Applicant shall prooide appropriate mitigation measures designed to
t o:o'! potential debris flow onto the cul-de-sac. specifically, the ipplicant shall submit a reaised\ Sradmg and drainage plan incorporatlng appropriate mitigation *,roruru to the Building andPlanning Department as part of Final itrti.
Thedesign for the Monument Ridge Road is set forth within the MonumentRidge Subdivision Proposed Cul-De-Sac Plan and Profile appended to the Final plat.
This plan is augmented by the technical recommendations prepared by CpL Thompson,Inc' as set forth in the correspondence from John Mechling, p.g. to NoLt Rict ardson ofMay 25,2004, a copy of which is provided herewith as Exhibit 1.
18' The Applicant shall construct all wells and all improoements associated with them(including but not limited to meter aaults,.extension of zaater lines, and curb stops) serping Lots3'4' and 5, and Lo!t-s:!, and 10 as part.of Phase L T'he Applicant shall comptlete all proposedimprooements to cR 300 as discussed abioe as part of Phise L These conditions shall be
BAI,CoMB & Gnrcnx,
ATT.oRNEYS AT IJA.IV
documents and included in the subdiaision Improarinents A
Schematic prepared by Zancanella and
entitled, Monument Ridge Subdivision
Drawing also appended to the Final plr
As is above reflected, all required domestic have been completed. Thefacilities appurtenant thereto (extension of water 'es, curb stops, etc.) are addressedwithin engineered plan entitled, Monument Ri 'e Subdivision Central Well System
,Inc. and appended to the Final plat..
ter Utility Plan with Overlay Irrigation plan
June 18,2004
Page9
incorporated in the subdiaision Improaements Agreement. In addition, s[I irrigati,y,i::"::::l:l:,:t:ii;;;:;i;i;;i::;;*;';;T;;i,:;:1?iiiff t[ll,U'f:l:,;2:::"f ;te with measuring
lelices
th,at shall al.loc.ate wat_er to each tot. fiis e:*" JiriU,on the Final Plat
(srA).
The irrigation improvements to serve lots ,I*:,:1rfo:,h within the engineered plan
are secured under the Subdi\ision I rovements Agreement(gee f ar agr api Zn+1.
{ The construction costs for said imirovements
Under the sIA (Patagra\h,-4.), Applicant is required to transfer all water rightsand ditch facilities relating L tir" irrigation system to the Association for its exclusivemanagement of the same in accordance with the provisions of the protective Covenants(See Article IX. )
O, "l!1.?::::_?l,lr,!d,zohe,ther ranch or.residence, haae obtigations under State taw and
l::r:!1,::f:'.:!':::?"!regardto.th'*oi"i'no;;;;;;;:";''i"i,,*,i,ll,i*?#rT,
ty T::,::::::"::',r.::::!:::!?"*o,p,,i,o!ysins,";;;;;;,::;;;;;;!,;
l::!::!:,f,:! l,:o:*:ers are encou.iyxed to t*,i obo,, ii,,i,:,iifr,,iii
a;;;";;*A-goodiufrnrlttn*nu1t aA,t4^^ f^., ^-.-t- :--r';'::!:,'::r:.:'::!:::yi':r:,ilrty";:i;:;;;";;:;;;";;'l;r;';r,,scate
t!::r#,r,tyrr"
put ou't by the Citorado itat, Uniaersity ,"r"r*""1irJ i{[lt;:;;County."
c) 'All exterior lighting zaill be the minimum amount necessary and all exterior lighting
19' In addition !9 oler required conditions of approaal, the Applicant shall include thefollowing plat notes on the Final pilat:
a) "Colorado is a "Right-.ti-Farm,, state pursuant toc.R.s. 3s_3_r07, et seq.Landowners, residents and zsisitors must be prepared to accept the actiaities, sights,sound and smells of Gart'ield County's agric'ultural operations as a normal and
/t/* , ii;,ril,!:::;"'olf#f,;;:;:_,:!rT!:e:;:",:;f#,:::,k:lA;::,r;*l*y
I ' '/ smoke ctemicals, machir-teya in public ,oodr, liaestock on public roads, storage and/ d-isposal of manure, and the oppiirotlor-iy'iproying or otherroise of chemicalfertilizers, soil amendments, herbicides, ind pesticides, any one or more of whichmay naturally occur as a part of a legal and non-negligeni agricultural operations,,,
-
=^'""?H"s"::f:* "'''
June18,2004
Page 10
will be directed inzaard, townrds the interior ot' the subdiaision, except that
proaisions may be made to allow for safety lighting that goes beyoni the property
boundaries."
All the above Plat Notes have been incorporated within the Final plat.
I believe that the above described materials satisfy the requirements of Section5:00' Please contact me regarding any questions or concerns you may have regarding
any of the above.
TAT/pb
Very truly yours,
BALCOMB & GR
O:\WP Docs\2004\Tim\Momument Ridge\Ltr to Fred Jar]m re App Final plat2 wpd
EDWARD MULHALL, JR
Scorr BaLcoMB
LAWRENCE R. GREEN
TrMorHY A. THULSoN
DavrD C. HaLLFoRD
CHRISToPHER L. CoYLE
THoMAS J. HARTERT
CHRTSToPHER L. GETGER
ANNE MARIE MCPHEE
DEBoRAH Davrs*
SARA M. DUNN
ABO &MINEO IO PrcNCE IN
Nv YoRx No MrssouRr
BAr,coMB & Gnppx, P.C.
ATTORNEYS AT I]Aw
P.O. Dnnwsn 79O
B 1B Cor-onaoo AveNue
CLeNwooo SpRrNcs. Colonaoo a16OP
TElepxorue: 970.945.6546
FRcsrute: 970.945.8902
www.balcombereen.com
October 7,2004
OF CoUNSEL:
KENNETH BALCoMB
JoHN A. THULSoN
Don Deford
Garfield County Attomey's Office
108 8th Street
Glenwood Springs, CO 81601
Fred |arman
Garfield County Building and Planning Department
108 8tt'Street, Suite 201
Glenwood Springs, CO 81601
Re: Application for Final Plat for the Monument Ridge Subdivision
Monument Ridge LLC, Applicant
Dear Don and Fred:
Relevant to the above-referenced matter and in follow-up to our conference
addressing this project of September 8, 2004,I enclose herewith for your review re-drafts
of the following entitled documents together with my comments thereto:
1. Final Plat Monument Ridge Subdivision (Sheets 1-3) together with all
construction plans. This plat will replace its earlier draft previously contained within
the notebook provided to staff as Exhibit A. The Final Plat incorporates the following
modifications:
a. The furnouts or access ways accessing Lots L and 2 and Lots 7 and 8
have been identified as Public Access ways 1 and 2, respectively. The lines
contained within the previous draft of this Plat separating these public
dedications and the dedications of Dry Creek Road, Monument Ridge
Road and Monument Gulch Road from that portion identified as County
Road 300 have been removed; accordingly, all public dedications under
the Final Plat will be conveyed to the County as a single/contiguous parcel.
BALCoMB & GREEN, P.C.
ATTORIiIEYS A'I'LAI,V
Mr. Don Deford
Mr. Fred Jarman
October 7,2004
Page2
All previous references contained within the earlier draft to these areas as
land "to be dedicated" have been deleted;
b. Sub-paragraph 1 of the Certification of Ownership and Dedication has
been amended to specifically include the aforementioned Public Access
Ways"l. arrd2;
c. Plat Note 19 has been added to clarify that the Monument Ridge
Homeowners Association shall be responsible for the maintenance and
upkeep of Public Access Ways 1 and 2. As discussed, this bifurcation is
required given the County's present maintenance obligations relative to
County Road 300;
d. Plat Note 2C was amended to specifically incorporate by reference all
the terms, conditions and provisions relating to the installation and
maintenance of ISDS systems as contained in Articles V and VI of the
Protective Covenants; and
e. As discussed a separate plan and profile for Dry Creek Road has been
added to the construction documents. This document is entitled
Monument Ridge Subdivision,Dry Creek Road Plan and Profile (sheet
5A). As discussed hereinbelow the SIA has been amended to obligate the
owner to construct this road in accordance with this plan and profile.
2. Amended and Restated Declaration of Covenants, Conditions and Restrictions
for Monument Ridge. This draft will replace its predecessor previously contained
within the notebook provided staff as Exhibit C. Relative to this document, which has
only been amended to address subsequent grammatical and typographical errors
discovered by me,I would add the following comments:
a. The provisions governing the installation and maintenance of ISDS
systems are incorporated within Articles V and VI. As referenced above,
these provisions have been incorporated by reference within the Final Plat
pursuant to Plat Note 2C;
b. As discussed, under this document the Homeowners Association shall
be responsible for the maintenance of all domestic wells and the provision
of all augmented water (pursuant to West Dvide Contract #
010531MRHA) to the lots subject to this Final Plat and Exemption Lots
platted under that Exemption Plat recorded as Reception # 605517 on ]une
BAr,coMB & GnrcrN, P.C.
A'I'IORNEYS AT I/A\^/
Mr. Don Deford
Mr. Fred |arman
October 7,2004
Page 3
19,2002;t
During our discussion a point of concern was raised as to whether
this arrangement relative to the provision of water violated any term or
condition of the Board's Approving Resolution (2002-55) given that well
sharing agreements may have been so required. Addressing this issue I
would represent that Lots 1-3 are served by separate individual domestic
wells, that no well sharing agreements are in place and that there are no
requirements relative to the same in the aforementioned Subdivision
Exemption Approva|
c. futicle VII, sub-paragraph K. requires that the Owner assign to the
Homeowners Association all well permits at the time of recording of the
protective covenants. This provision has also been incorporated within
the Subdivision Improvements Agreement as discussed below. These well
permits will be assigned to the Homeowners Association under the S.I.A.
and pursuant to name change application fiIed with the State Engineer, a
form copy of which we have used in the past is separately provided
herewith. As addressed below I have also required under the
Homeowners Association Agreement incorporated within the Subdivision
Improvements Agreement as Exhibit A, that the owner also quitclaim to
the Homeowners Association any and all interests it may have in these
wells pursuant to Quitclaim Deed. Given the general nature of the rights
established under these well permits (i.e. the right to divert water which I
believe is in the form of a property righ0,I feel that this redundant
conveyance is appropriate; and
d. Relative to the conveyance of property rights to the Homeowners
Association by reference to platted description, I could find no Title 38 or
other restriction which would preclude such conveyance description.
3. Two drafts of the Subdivision Improvements Agreement (Monument Ridge
Subdivision)(#1and #2) this document will replace its predecessor previously
contained within the notebook provided staff as Exhibit B and has been amended in the
following respects:
a. Paragraph 2 was amended to specifically obligate the owner to
construct Dry Creek Road in accordance with the added construction
lAs you will recall the present subdivision constitutes the re-subdivision of Exemption Lots 4 and 5 under the
aforementioned Exemption Plat. The Monument Ridge Homeowners Association is the present Conkactee under the West Dvide
Conservancy District Allotment Contract above-referenced.
BATJCoMB & GnrcrcN,
A.I'TOR.IYEYS AT LA\,Y
Mr. Don Deford
Mr. Fred ]arman
October 7,2004
Page 4
plans (Paragraph 2.A.(2)d.). This paragraph was also amended to
specifically spell out the owners obligations relative to construction of the
well systems2 and irrigation systems. (Paragraph2.E.(4)a. and b.) I also
added a separate paragraph under this section obligating the owner to
effect the transfer of well permits, water rights, easements and irrigation
facilities. For purposes of a more full integration this provision
incorporates as Exhibit A within the Subdivision Improvements
Agreement, the Homeowners Association Agreement addressed above.
Relative to the Homeowners Association Agreement I have amended
Paragraph 2 to require upon completion of construction that the irrigation
and domestic water facilities be transferred to the Association by Bill of
Sale following construction which we have agreed is the ProPer form;
b. As above-referenced the Homeowners Association is the present
Contractee under the West Divide Water Conservancy District Water
Allotment Contract. Given that no further assignment or transfer is
required as such,I did not address the same within the Subdivision
Improvements Agreemen!
c. Pursuant to Fred's request,I have amended paragraph 3A to allow the
incorporation within one document of the certified estimated costs
together with the cost of improvements completed. As you will recall, the
cost of improvements completed under my previous draft SIA were to be
incorporated within a separate Exhibi!
d. Paragraph 3C was amended to extend the holding period of security
for re-vegetation from one year to two. The quantification of disturbed
area is set forth in the email correspondence from Noel Richardson
separately submitted herewith; and
e. Paragraph 10 was added to address the issues presented by case No.
04CV03 - a road case which could impact either Lot 1L or 12, or perhaps
both.
Under draft #l,Paragraph 10 prohibits the sale of either Lot 11 or 12 prior
to the resolution of this matter and if required, the entry and filing of all
required plat amendments to reflect the Court's holding.
)'During our meeting we were unable to find a schematic or other drawing controlling the construction of the shared well
heads. This schematic is included within the construction documents provided herewith and entitled Central Well Systems
Schematic.
BALCoMB & GnppN, P.C.
ATTORNEYS A'f I/AW
Mr. Don Deford
Mr. Fred |arman
October 7,2004
Page 5
Under draft #2,Paragraph 10 conditions the sale of either Lot 11 or 12
upon the provision to any prospective purchaser of the notice contained
within the S.I.A. as Exhibit C.
As discussed, what draft of this provision will be utilized is a matter that
we have agreed witll be presented to the Board for resolution.
The above amendments together with my comments I believe resolve all the
issues discussed at our earlier conference; hopefully you will agree. In accordance with
our discussions I have separately provided to Michael Erion as the Count/s reviewing
engineer copies of the above identified Plat and construction documents.
Should you have any questions or concerns regarding any of the above please
feel free to contact me at your convenience.
TAr/pb
Enclosures
cc: Michael Erion
Scott Aibner
Noel Richardson
Very truly yours,
O:\WP Dosu004\Tim\Momumt Ridgc\Ltr to JaI.m-Dcford wpd
EDWARD MULHALL, JR
Scorr BALCoMB
LAWRENCE R. GREEN
TrMorHY A. THULSoN
DAV|D C. HALLFoRD
CHRTSToPHER L. CoYLE
THoMAS J. HARTERT
CHRTSToPHER L. GEIGER
ANNE MARIE MCPHEE
DEBoRAH DAVts*
SARA M. DUNN
GREGoRY A. GoooMAN
ALSO AOM EO TO PfuClCE IN
NEw YoRK aNo MlssouRl
IBALCOMB & GNrcrcX,
ATTORNEYS AT IJAW
P.O. DnqwEn 79O
B 1B Cor-onaoo Al'eNue
Glexwooo Spnmcs, Col-oRaoo 81602
TELEPHoNE: 970.945.6546
FRcsttutLe: 970.945.8902
www.balcombgreen.com
March 3,2005
OF CoUNSEL:
KENNETH BALCOMB
JoHN A. THULSoN
Fred ]arman
Garfield County Building and Planning Department
108 8'h Sfteet, Suite 201
Glenwood Springs, CO 81601
RECEIVEI}
MAR 0 3 2005
GARFiELD COUNTY
BUILDING& PI3NNIN6
Re:Final Plat Documents/Monument Ridge Subdivision
Dear Fred:
Relevant to the above-referenced matter, I enclose herewith for your review
additional Final Plat materials submitted on behalf of the Applicant, Monument Ridge,
LLC. These materials are in response to the latest comments/requests made by your
office and Resource Engineering,Inc (Michael J. Erion) and supplement the earlier
submissions filed with your office on behalf of the Applicant on June 18,2004 (original
submission of Final Plat documents), September 3,2004 (supplemental responses to Staff
requests), and Octob er 7,2004 (supplemental responses to Staff requests). As discussed,
nxhibits A and B hereto (Final Plat and construction documents and Subdivision
Improvements Agreement) supplement and replace, in their entirety the earlier drafts of
these documents previously filed with your office.
As to the issues addressed by this submission and discussed with you and
Michael Erion at our meeting yesterday,I would comment as follows:
Plannins Staff Comments:
L. The Plat Note regarding control of nofous weeds has been separately set forth
,/ wlthinthe Final plat as Plat Note 4. As you will recall the earlier draft of the Final Plat
had inadvertently included this provision as a subsection of Plat Note 3.
/ 2. The computer gibberish previously contained within present Plat Note 8 has
V been removed. This Plat Note now conforms, verbatim, to that required under Section
BAr-coMB & GnrcPx, P.C.
ATTORNEYS AT IIAW
Mr. Fred Jarman March 3,2005
Page2
1.08 of the Garfield County ZoningRegulations. As discussed, that portion previously
contained within Plat Note 8 and addressing the maintenance of fences and irrigation
ditches, etc. is now set forth within the Final Plat as a separate Plat Note (Plat Note 9).
,)-flfl 3. Notice of the restrictions upon sale of Lots L1 andl}(pending roadway
r'.ior us' I J. I\ULILtr L[ LIIE tEDLrrLLr\-rrLD Lry\-[l Dos vr lvLo rr qrrq rz
.1'jhwsuit) and severance of mineral rights have been included within the Final Plat as Plat
f1n N;* it una22,respectively.
4. Plat Note 23 has been added to place the future owners of Lots L3,L4,15 and
,/t6 onnotice as to their obligations relative to the installation of driveway culverts which
" are consistent with the drainage plan.
5. The following amendments have been included within the Subdivision
Improvements Agreement:
^ \ a. The descriptions of all required improvements contained within
t. $o, b- Paragraph 2A have been amended to correspond to the construction
-i N t documents submitted with the Finat Plat (HCE Sheets 4 through 8).
\NS\ / U. The language addressing the completion of improvements as re-drafted
\ Uy Carolyn Dalgren has been added to Section 2. This provision is now set
/ forthas the last full paragraph of said Section 2. As discussed, the language
{/ ) you provided me in this regard was amended only to the extent as to delete-//
i u.y references to the Batflement Mesa PUD. A copy of your
/ correspondence to me of October 20,2004is provided herewith for your
I review as Exhibit C.
c. The language regarding conveyance to the Homeowners Association of
the well permits/water rights and other facilities of the domestic and
irrigation systems has been relocated pursuant to Staff's request to Section 4,
subsection a and b.
d. Section 7 of the Agreement, addressing traffic impact fees, has been
amended to include the figures set forth within the worksheet provided to
me by Planning Staff. A copy of this worksheet is provided herewith as
Exhibit D.
e. Section 10 of the Agreement which previously restricted the sale of Lots
11 and L2 has been amended to provide even the "execution of any contract
of sale" upon satisfaction of the Section L0 conditions. This Section was also
amended to adopt the outline form requested by Planning Staff.
BAr,coMB & GREEN, P.C.
AII"IORNEYS A'l'IJA.W
Mr. Fred Jarman March 3,2005
Page 3
Resource Engineering Comments (Correspondence From Michael Erion to Fred |arman
of November'1.5, 2004):
Preliminary Planned Conditions of Approval:
Item #5 - Plat Note L9 confirms that all wetlands are contained within the 100
year flood plane which, in turn is identified within the Final Plat (Sheet 3 of 3). This
delineation is based upon the report prepared by Beach Environmental, LLC, also
identified within Plat Note 19. Acopy of the Beach Environmental, LLC report is
provided herewith as Exhibit E.
Ilem #6A- The cost of relocating all fences and other structures within the 60 foot
right-of-way along County Road 300 has been included within the revised and stamped
certified cost estimates prepared by High Country Engineering,lnc., incorporated
within the Subdivision Improvements Agreement as Exhibit B (hereinafter "Revised
Cost Estimate"). As with all improvements addressed therein, the Revised Cost Estimate
is based without consideration as to the degree, tf any, said improvement or
improvements have been completed to date; but rather, constitutes the total estimated
cost of the improvement. Any and all issues relating to completion of construction
(including in this case whether the fence has been properly located) shall be addressed
when Applicant seeks to have the applicable portion of the Letter of Credit securing the
same reduced pursuant to the separate submission to the Board of County
Commissioners of a Certificate of Completion of construction.
Item #68 - These costs have been included within the Revised Cost Estimate.
Item #6C - As discussed with Mr. Erion, Applicant's initial design was based
upon a misinterpretation of the applicable roadway design regulations (that portion of
Dry Creek Road extending past Lot 13 was originally designed as though it served only
two residences as opposed to three). The Final Plat incorporates the redesign of Dry
Creek Road complying with the applicable three residence standard (HCE Sheet 5a).
Again, the costs instant to the constructing this roadway as redesigned are included
within the Revised Cost Estimate.
Ilem #6D - These costs have been included within the Revised Cost Estimate.
Item #68 - The final drainage report is provided herewith as Exhibit F.
Item #13 - Mr. Erion, in clarifying this comment with myself, stated that the only
easement at issue concern the well easement providing access to the water well
servicing Lotl1., which needed to be extended west from the eastern property line as
opposed to extending east from the western property line. This revision has been
BALCoMB & GREEN,
ATTORNEYS A1'IJAWMr. Fred Jarman March 3,2005
Page 4
incorporated within^the Final Plat (shee t 2 of3). As relocated, well access will now beprovided from Dry Creek Road as opposed to bounty Road 300.
Item #15 - The drainage instant to the proposed culvert has been providedwithin the construction documents in the *u..u. discussed at our vt*.il zio *""ri^g(Sheet 5).
rtem #77 - The grading plan has been revised to address this issue (sheet 5).
Item #18 - These costs have been included within the Revised Cost Estimate.
SIA Cost Estimate:
The Revised Cost Estimate has been revised to include all missing items.
Final Plat and Engineered Drawings:
1' The plan and profile for Monument Gulch Lane has been included within theconstruction documents provided herewith (Sheet 5B).
-2' The plan and profile has been included within the construction documentsprovided herewith (Sheet 5A).
herein i;ff:.^rplicant's
response to preliminary plan Conditions of Approval Item #15
4' As above noted, Plat Note 4 has been corrected - this plat Note now conforms,
5. Public Access Way 1 and Public Access Way Zare identified under the Finalrer Ine Ilnal
iji:j:"T"j i::^":^":1""i,^1?, r}.
T.n":" lG w;y; provide ingress and egress access
I" I ". il": 3-1^1Lr-rt 1 1 "*l b e d e d i c a t e { to th. C;i,;it ffi ; ;f,h ffi ffiH? Lffi :fr
,t"*:1"?y"*:,1i:ii,:ndMonumul,_Rgq"nouarriJ.;iJ#ffil:il"#language contained within Paragraph 1 of the Certification of bedication andOwnership (Sheet 1 of 3).
6' The figures noted by M.. E1i9n as being omitted have been included withinthe construction documents provided herewith isn""igl
7' This plan which addresses the irrigation system, has been identified within theconstruction documents provided herewith as sheet 8. The details requested by Mr.Erion have been addressed to his satisfactio nby Tim zancanella of Zancanella andAssociates, Inc' as set forth within I{r. zanca.,.ilr', correspondence to IMr. Erion of
H
BAr-coMB & GnrcpN, p.C.
Aa"r'ORNEYS AT IIAlV
Mr. Fred ]arman March 3,2005
Page 5
January 20,2005. A copy of which is provided herewith as Exhibit G. In accordance
with our discussion this correspondence has been included within the Subdivision
Improvements Agreement at Section 2E 4.
Should you have any questions or concerns regarding any of the above please
feel free to contact me at your convenience.
rAUpb
Enclosures
cc: Michael Erion, Resource Engineering, Inc. (with enclosures)
I
Very truly yours,
BALCOMB & GRE
,,
BAI-CoMB & Gnrcnx,
ATTORNEYS AT IJAW
P.O. Dnnwrn 79O
B 18 Colonaoo Ar,cNrup
GleNwoon SpnrNcs. Colonaoo B l602
OF CoUNSEL:
KENNETH BALCoMB
JoHN A. THULSoN
EDWARD MULHALL, JR
Scorr BaLcoMB
LAWRENCE R. GREEN
TrMorHY A. THULSoN
DAV|D C. HALLFoRo
CHRrsropHER L. CoyLE
THoMA,s J. HaRTERT
CHRISToPHER L. GEIGER
ANNE MARIE MCPHEE
DEBoRAH DAvts*
SARA M. DUNN
AEO rcMIEEO TO PfuNCE IN
Nfl YdRK No MrssouRr
Re:
Dear Fred:
TeupnoNe: 970.945.6546
FRcsrrrlue: 970.94S.9902
www.balcombsreen.comH,t.ElflVm
SEp 0 3 /ffitember3,2004
f;',,*.:.-I]#LIUNTY fl
SIJiLDiNJG & PIANN!NG
Fred ]arman, Senior Planner
Building and Planning Department
108 8'h Street, Suite 201
Glenwood Springs, CO 81602
t
Final Pl atll\rlonument Ri dge sub divi si on /r\donument Ri dge LLC
I enclose herewith for your review re-drafts (3 copies) of the following final plat
documents which, I believe,
your office thereto:l
incorporate all of the further modificadons requested by
1. Final PIat, Monument Ridge Subdivision-this document, which has been
previously reviewed and approved for all surveying matters by Scott Aibner, Garfield
County Surveyor, was amended to include the following:
A. Plat Note 3 (Sheet 1 of 3) was amended to include all fire protection
provisions, including all water tank and sprinkler requirements along with
mandatory compliance with NFPA Standard 299 goierning defeasibi" ,pu.".
B. Paragr aphZof the Cerffication of Ownership and Dedication (Sheet 1
of 3) was amended to clarify that the Homeowners Association has easement
rights and in to all water wells servicing the subdivision; and
c. Atl identified water wells (Sheets z of 3 and 3 of 3)and have been
included within 15 foot utility easements consistent with the access rights
lEarlier drafts of these documents were provided to your office under my cover letter dated June'18,2004.
BAI,CoMB & Gnrrcx,
ATTORNEYS AT IJAIV
September 3,2004
Page2
conferred to the Homeowners Association under the Certification of Ownership
and Dedication above stated.
2' Amended and re-stated Declaration of Covenants, Conditions and Restrictions
for Monument Ridge-this document was amended at Article VIII. Subparagraph B.
(Page 16) to include the recommendations of the Grand Valley Fire protection District asrequired under paragraph 10 of the preliminary plan upprorrul (Resolution #2002-106).
3. Homeowners Association Agreement by and between Monument Ridge, LLCand the Monument Ridge Homeowners Association-this document was amended tospecifically address the conveyance to the Homeowners Association of the water rightsappurtenant to the RF Ditch and the Musconetcong Ditch.
4. Quitclaim Deed from Monument Ridge, LLC and the Monument RidgeHomeowners Association-this document was amended to incorporate the transfer ofwater rights addressed under the agreement above.
In addition to the amendments set forth in the documents above-referenced, Iwould add the following comments:
L' In our conference of ]uly 21't, youhad requested that we provide a separateroad design for Dry Creek Road, the drivewuy,.r.ri.iog Lots tl_IB. As discussed undermy-earlier corresP_ondence to you of June 18,z}Oland ielevant to paragraph 6C of thePreliminary Plan Conditions of Approval,I had represented that the Final plat materialsdid in fact contain such a separate design-they did not. However, as discussed thisc9n{tion merely requires that the roud b" designed in accordance with Section 9:ZS ofthe Garfield County Subdivision Regulatio.,r *d not, that a separate roadway design beprovided. By this letter I would represent that the Applicant, lulor,rrr,"nt Ridge, LLtwill construct this road in accordance with the cited regulatory provisions. CJmp[ancewith these requiiements is presenfly set forth within the Subdivision Improvements
Agreement. According\Y, and as agreed, we have not provided a separaie roadwaydesign for this section of roadway. r r
2' Relevant to the quantification of school impact fees I have provided herewiththe latest statement of taxes due for the subdivision property prepared by the GarfieldCounty Treasurer.
3' Relevant to the provision of security for re-vegetation, such security is set forthqL within Exhibit A to the Subdivision Improvements Agre-ement in the amount of' $2,000.00. The County's weed manager may need to confirm the adequacy of thisamount' Pursuant to Paragraph 3C of the Subdivision Improvements Agrlement this
IlAr-coMB & Gnrcpx, p.C.
ATToRNEYS AT I/Aw
September 3,2004
Page 3
L4
security is required to remain in place for a period of one (rr ru*with release thereof
being conditioned upon confirmation of the establishment of ,.-,u.g.tation by the
--
Garfield County Weed Management Director. The language incorporated within thisform is a standard form used by the County in the past.
Should you have any questions or concerns regarding any of the above pleasefeel free to contact me at your convenience.
Very truly yours,
TAT/pb
Enclosures
BALCOMB &
O:\WP DoeV0o4\Timwomwnt Ridge\Ltr to Fred Jam 9-l-O4.wpd
ffifinfi#FlEscluptffimE#EIffi**ffiH:E N 6I N E 6 FI I N 6 I H fi
Memorandum
To:
From:
GC:
Date:
File:
Re:
Fred Jarman, Garfield County planning Department
MichaelErion, P.E.
2t1t2005
885-13.0
Monument Ridge subdivision Final plan - zancanellaAssociates Lefter
Resource Engineering, lnc.
909 Colorado Avenue
Glenwood Springs, CO 81601
(970)-945-6777 Voice
(970)-945-1 1 37 Facsimile
Attached is a copy of a letter and attachments from Zancanella & Associates, lnc. regarding theMonument Ridge Subdivision. lt appears that this information was not submitted to the Couity. please
advise if we should consider this material as a submittal to the County in support of the Final plat
application.
From the Desk of MichaelJ. Erion, p.E.
E:\Client1885\fin !i monument ridge final g8S.doc Fage t oft
I
P.O. Box 1908
1OO5 cooper Ave.
Glenwood Springs,
co 81602
(97O) 94s-s7OO
(97O) 94+1253 Fax
ZancaletLA AND AssoqareS, ff{c.
January 20,2005
Mr. Michael Erion
Resource Engineering
909 Colorado Avenue
Glenwood Springs, CO 81601
Re: Monument Ridge Subdivision
Dear Michael:
ENoNegrtr{G (oN suLrAttlr
aEcE/ue.n
JAN Z s Zqg
Hesource
Engjneerhg,
/oc
In follow up to our telephone conversation of January 18, 2005 by copy of this letter, we
have recommended to Mr. Richardson to place a To" winter drain on the irrigation
system as it passes over the dry gulch near the east end of Lot 9. ln addition, he will
operate the line and install any additional Yo" air release valves that may be required.
As per our discussion, additional valves may not be required due to the small diameter
and configuration of the irrigation line.
Finally, we have attached copies of the details you requested during our conversation.
lf you have any questions, please call our office at (970) 945-5700.
Very truly yours,
Zancanella & Associates, Inc.
-It^". -o R Zor^-rt'clXq
Thomas A. Zancaiella, PE-'
Attachments
cc: Noel Richardson
Tim Thulson
z:\21 000\21 802 monument ridge sub\erion-water system.doc
fo Bo Constructed And
Molntolned By Homeowner
To Be Constructed And
Molntolned By Developer
(lncludlng Curbstop)
Curbstop To Be Locoted At
Property Llne ,lcl
:l
6l
EIttloltrl IJ
5
EL
6o
co
2 Poir
16 Go
Shlelded
Jocketed
Control -
Centrol Well ond
NEMA 4R Control Poncl
See Detoll Flgure 2
Y7
Pressure Tonk wlth
Pressure Swltch 2" SCH 40 PVC
4" SCH 40 PVC
-{o
o
to
I,o
ando:,oo
ol
ooI
e.
=q
Power Supply To
Preesure Pump
Meter Voult
Sec Dctoil Flgurc 3
Pressure Pumo ln
Tonk Or ln Hduse
Controled By
Pressure Swltch
CENTRAL WELL SYSTEM
SCHEMATIC MONUMENT RIDGE SUBDIVISION
: NO,
1
.E*.-!S-1!!-:-roo e{6ti
DAlE:
AUGUST 2A, 2f,02
2500 Gollon Storooe Tonk
See Dctoll Flgure j[
V/fLL HEAD DfTAIL
(Not to Scote)
Coslng of teost
12 kr. obove gnode
Sl,ope flnot grode ?0' nln,
Sonltory rell seot'rl gotv. steel ve-ntppe ond 24 neshbross bug screen
2Z Stoper ?Z Stope
--ln conchit to Fbtd-dorn
dpecontrol
EtectrE cobte to pur'rp
Connectlon to 2' PVC tine
cobte topedto drop plpe
every l0'
\
*" neter plt
llne
Torque stop
'l.looss Plttess AdaotorJ68-15 6'dhI l/?' Voter Euttet &
Coshg
Drop Plpe
Check
votve
fety
cobte
Subnerslbte punp Grout - 48 rrh.
Noter Components shown ln thls drowlng to be pnovldeol by the devetoper
WELL HEAD
TYPICAL DETAIL MONUMENT RIDGE SUBDIV{SION
FIGURE NO.
2
F6I CTEE iA IE - IG, GEB Arllr^Ee.aaED sPilEa cq.rnoo lracr (t 0) ras_!
TYPICAL PLAN VIEW
SOgcc for Additimol llctcr Sctuplf Fourth tot ls To Bs Smrdf Unes To lndividuol
Lot Boundclee
2'Lhs Frun Cmtrd rot
50. I.D. PRECAST COI.ICRETE
T
KEY
@ ,t' x t' scft ao REDUCER
@ 1'Sg.t l|{) Pvc BAtl vAL\lE
@ l' UXE FLOW OolilIROL Vrl-}E - $?tn By
Ut,[Xt'lG EL tlED Er XO. OF IJO'IS SER!/@
o I IUIAIJZ'IS TL(JU EIEfr UIH I PAR
NSL{.ATED 18 GA" fi TARGER f,RE IO ECRntufflF il lcnFqslEF tmrm lr sB .
o r' scH ll{) Pvc aaow
@ 2'x 1'SCH ,lO PVC IE
@ t' x 1' sc0t at P\,c IEE
Note: components shown in this drowing to be provided by developer.
T\?ICAL METER VAULT MONUMENT RIDGE SUBDIVISION
FIGTJRE NO
3
Po T o'fTC E[ IE - IG OEltN AEIEcrflwl eirlcs oo.filDo ttact gro) ea+.6rD
DATE
AUGUST ?:', M2
t
Monhole Accessible By -Fire Pump Truck Snorkle
WWA Approved Floot Volve
2 Poir, 16 Go.,
Sheilded, JocketedPump Stort Floot Switch Control Wire To Well
2" Line ln From Meter Voult
Power
House
Supply From
To Pump
Pressure Pump ln Storoge
Tonk 0r ln House
Controled By Pressure Switch
Line Out fo House
Note: Components shown in this drowing to be provided by homeowner during home construction.
Woter Level
2500 Gollon Storoge Tonk
STORAGE TANK SCHEMATIC MONUMENT RIDGE SUBDIVISION
E NO.
4i0&!r ,.. ,*rl*Th
'
SgALE:
NOT TO SCAI,E
u,{Atth. 8Y: ICH|(o BY3 lAppD By: TDEAXEcp I acp I rlz lsto.c rI{(,rJE(/li ?lnn,
IITIIIIIIIIITIIIIIIIIIIII
FIESOUFlCE
ENGINEEFI!NG INC
Mr. Fred Jarman
Garfield County Building and Planning Department
108 Eighth Street, Suite 201
Glenwood Springs CO 81601
.,; ',' Novolnber 15, 2004
RE: Monument Ridge Subdivision - Final Plat Submittal ! '
Dear Fred:
At the request of Garfield County, Resource Engineering, lnc. (RESOURCE) has
reviewed the final plat submittal for the Monument Ridge Subdivision. We reviewed the
technical issues reiated to uratei' rights and urater supply, wastewater, drainage,
geology/soils, wetlands and roads. Wiconducted a field review on November 12,2004.
Our comments are presented below and include conformance with the BOCC resolution
approving the preliminary plan, comments on the cost estimate for the SlA, and
comments on the final plat and engineering drawings not discussed with the conditions
of approval.
PRELIMINARY PLAN CONDITIONS OF APPROVAL
No. 2: These ISDS items have been included.
No. 3: These ISDS items have been included. The word "testing" should be inserted
after the word percolation in Plat Note 28.
No.4: These soils/geology items have been included and incorporated into the
protective covenants.
No. 5: The final plat submittalfails to provide any information regarding wetlands and
waters of US within the property.
No. 6a: Relocation of fences and/or structures within the 60 foot right-of-way has not
been addressed in the SIA or the cost estimate. Field observations show that
new fence has been constructecj, however, these improvements have not
been certified as being complete and in the correct location.
No. 6b: The regrading of the high spot in County Road 100 is not addressed in the SIA
or included in the cost estimate.
No.6c: The shared access road from County Road 300 to Lots 11 through 13 (Dry
Creek Road) is not designed in accordance with County regulations and is not
included in the SIA cost estimate. The road design is 30 ADT requiring 20 feet
of gravel width and the turnaround requires a 50 foot turning radius.
No. 6d: None of the proposed shared access driveways are included in the SIA cost
estimate.
Consulting Engineens and Hydnologists
9O9 Colonado.A,venue I Glenwood Spnings, CO A1 601 I t97O)945-6777 a Fax [97O] 945-1137
]"1, ,'
-ll *;. : *,
Mr. Fred Jarman
Page 3
November 15,2004
should be to Monument Ridge Road, Dry creek Road, Monument Gulch Lane,
and two shared access roads for Lot 1lLot2 and Lot TlLotg.
The design for the centra! well systems refers to a Figure 2, Figure 3, and Figure
4 which are not included. ln addition the storage tank should be laOeted as 3,OOO
gallons minimum rather than 2,500 gallons.
The master utility plan should be labeled as sheet 7??? Details are needed for
the inlet box structure, typical trench detail and any drains or air vacuum/release
structures. Air vents, drain valves, air vac/release structures, measuring devices
should be shown on the plans.
All final engineering drawings must be stamped and signed by a registered
professional engineer.
Please call if you have any questions or need additional information.
MJE/mmm
885-13.0
E:\Client\885\monument finat ptat 885.doc
CC: Tim Thulson, Esq.
6.
7.
Sincerely,
::!!!EESOUFlCEIIIIIIIIIIE N G I N E E F I N G I N c:
CTUThompson, Inc.
1971 West 12th Avenue
Denver, Colorado 80204
(3O3\ 825-0777
Commercial Testing Laboratories, lnc.
22Lipan Street
Denver, Colorado 80223
(3031825-0777
CTUThompson, lnc.
5240 Mark Dabling Blvd.
Colorado Springs, Colorado 80918
(719) 528-8300
CTUThompson, lnc.
234 Center Dr.
Glenwood Springs, Colorado 81601
(970) 94s-2809
CTUThompson, lnc.
375 E. Horsetooth Rd.
The Shores Otfice Park
Building 3, Suite 100
Ft. Collins, Colorado 80525
(970) 206-94s5
)TUThompson, lnc.
4718 N. Elizabeth Street, Suite C-2
Pueblo, Colorado 81008
(719) s9s-1287
Monument Ridge, LLC
1586 County Road 3fl)
Perechute, CO t1635
970y23 4710
970 y23126 r)(
Steve Anthony
Vegetation Manager
Garfietd County, Colorado
lvlay 3,2N4
Dear Steve,
This letter is to address the Re-vegetatioq Weed Managemen! and Soil Managemelrt
Plan required in the Final Resolution No. 2002-106, numbers 7 & E, regarding Monument
Ridge Subdivision in Battle,ment Mesq Garfield County, Colorado.
We plan to re-vegetate the disturbed vegetation in the project, especially dong
Monunent Ridge Road (the new road we are constnrcting); in the autumn of 20O4.
Monume,lrt Ridge Road has already bee,n roughed in and we feel confident it shall 66
completed this summer. We inrcnd to seed the disturbed areas with a dry land seed since
the areas disMbed have never had any irrigation waier available.
Regarding the Weed Management Plan, we intend to pursue aggressively any evidence
of noxious weeds whenever we become awane of their presence on any of the property.
Last auttrmn, we sprayed a patch of nap weed found on the property, as well as willows
found growing along the Huntley irrigation ditch. There is no evidence of Tamarisk or
Russian Olive on the property.
The Soil Management Plan consists of disposing of all topsoil and/or aggregate piles
during constnrction. At the end of Monument Ridge Road there is a cul de sac which
serves as the entance to lot numbers 14, 15, I 6 and 17. There is a gully that must be
traversed by the entrance drives to each of these four lots. All excess topsoiUaggregate
shall be utilized in the constnrc'tion of these entry driveways.
Sincerely,
Exhibit
E
, . AV24|2OA4 22269 6258627
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-'g
ROAD Al.lD BRIDGE PAGE AL
Fax Transmittal
FAxNLTMBERt 4'lS' (?,OL
# OF P.ACTE,S: U -
COMMENTS:
Garfield County Vegetation Management
Stcvt Adony
POB 426
Riflc00 t1650
Ptmc: L-970{i?l,'t@l xlo5
Frr l-970525't627Bu&@co
.WHENE EYEruMY E IrEEDAVANENESS DIY'
Exhibit
F
RUAD AI'ID BRIDGE PAGE A2ASl24l2Ag4 222O9 E.254627
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fror:
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ft'04xdRtchdmbilDdiedjvBltdidPtdvireknrdtdM?3r2m..mcrlDirrcc*ttlo
midiqs rb r -"mo *,ry rO ilfiffi-6.iil.. g"i*'tt e,dg a tb
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REVISED 71?9t99
Contract # 0lO53tI*fRHA( aMap fD #, s 374_394Date Activated 05/31/Ot
WEST DIVIDB WAfER CONSERIrAI{tr DISIR.ICT
WATBR AII,Ofli{EIIT COTtrRACT/LEASE
ilare of @plicant:Monument R i d g e _gS-rqe-owrle rs., A s-sn .c/o Feter t{einema11
ftrantity of llater in Acre Feet:4-90 AF consunptive use
@licanE. tercby apolies to thelFst DiviGlhter corLservancy 0istrict. a political srtdivision of tre state
of colora&. organized p|r.sumt to and existing bJ, virtue of c.R.S. 1973. 537-45-101. et seo.. (lereinafter refefred to as
uc -District-) for an allotmnt cqtract/'tease to bereficially and perpetua.l ly use'iater or water rights ol.le<i. leased, or
hereafter acquir.ed by the 0istrict. By executior of this cmtract/lease ard the aLtached appl'ication. Applicant heleby agrEes
to the folloring ter6 and conditions:
l- ilater Ridrts: Applicant shall oil mter rights at Ehe point of diversion herein lawfully entitling
Applicant to dlvert uoter. .,*rictr uill be sLpplemnted and auFnted by l,€ter leased herein. If Applicant jntends Eo divert
-Jlro|Igh a rcll. it rrust be mderstood by Applicant that no right to dirrert erists Lntil a valid well permit is obtairEd frqn
[he Colorado Division of taater Resources'
Z- G.antity: Later applied for by the Applicant in ttE ommt set forth above shall be diverted at
Applicant's point of diversion frlr the District's <lirect, flu,nter rigtrts, and'r*El r,ater is uavailable for <litffsion
pursumt Eo adiinistration by the Colorado State Eng'ineer during periods vdEn said direct flox wat€r right is not in priority.
t-he District shall release for the use of Applicant Lp to said quantity in acr€ feer per year or storage water oined or
controlled by Ehe Dis[rict. tt is urderstood bhat any q.Entity allotted frm direct f1ow. storaqe or otheruise. to l:he
.{ppllcant by $E District !,.itl be limited by t}e priority of tlre Distrrct's decrees and by the physical and legal availability
of ,rrater from0istrict's s(xrrces. Any qmntiEy allottedwill only be provided so lorg as wateP is available ancl theApplicant
fully cctrDlies rith all of r-te iems and csrdit'iora of tjris csrtract/lease. TtE oistricE ard tlc Applicant recognize that
scrre of Uhe DisGFict's decrces Eay be in LtE rultE of ttE Colorab River rlaLer Conservation oistrict. and the ability of the
District to ailot,0irect llcnil right [o the Applicant ma.y be dependent on the consent of the Colorao River tlater Conservation
Distrrct- If at any tiuB the Applicant Gteroines it requircs less mcer than the anount herein provided. Applicanu may so
notify the Qistrict in writing, atd tlE arpmt of 'dEer allotted under this contrdct/lease dnll be redrced permanently in
accordance,rrrth strch notice. Rates shall b€ adjusted accordirgly in follo,vrrE water -vears only-
3. Bercficial Use and Location of Berpficial Use: Any and all ',Eter allotted Apolicant by Lhe District
shall be useO for the followiq beneficial use or uses: mwricipal. dorcstic and reiated uses. or cortercial (excepL Uo Lhe
extent that Ruedi Reservoir riEEer rEy not be available for comErcial as lhat term is defined on Page 5 of Contract ilo. 2-07-
70-tio547 bebt€en ttEthited S[aLes and the i€st oivieIarcr conserrrancy oistricL). ApplicanE's benefioial use of any ancl
all .iater allotted shall be xithin or lhrol,qh facilities or upon lard orned. leased. operated. or Ln&ir Applicant's control.
4 Decrees and Deliverv: Exchange releases maG by ttre Distnict out of storage fru Rtpdi Reservoir
aod Green llomtain Reservoir, or othelnorks or facilities of the DistricL. or frol other sources available to Lhe District.
shall be &livered to the Applicant at tlre outlet horks of said sLorage facililies or at the decreed point of diversion for
said other sounces. and release or delivery of ,rrater at srdr outlet or points shall constitute perfonmrrce of tlE District's
total obligaEion. Delivery of nater by the District fru Redi Reserrcir or Gr.een lh$tain Reservoir shall be sLoiect to
the Districf,'s lease conLracts Hith the Lhit€d S[ates Bur€au of Reclaoatiott. Releases frosr otler Facilitles available to
Exhibit
G
oistrict shail be stbject to the cqrtracts. lars. rules, and regulations governirE releases tierefrm. Furtheturc. the
District hereDy expressly resertes the right to store water and to mle exctrange releases fror structures that my be built
or controlled by the District in the future. so lorB as the hater service to the App.licant pursuant to this agr€etcnt,' is
rot irpaired by said actiqr- Ary quantity of tte Amlicant's allocation rnt delivercd to or rsed by Applicant by the end
of each hEter Jear (oct$er 1). strall revert to the mter srpplies of the District. Srrch reversim shall mt entitle
Applicant to any refund of payrurt mde for such Hater.
ltater serwice pmvi@ by tlE District slmll be 'ltuited to the amurt of roter available in priority at tlle
original point of diversio of the D'lstrict's aplicable rater right. and neitJrer the District. nor those entitled to uUilize
the Distr,ict's decrees. my call ort any greater arout at rB, or altemate points of dive'rsion. The District shall regest
tlE Colorao oivisim of taater Resoul.ces to estitate any comeJiillc€ losses betircen ttre original point and aly altcnnte point,
ard sr.dr estimte shatl be dedrcted frcm this amutt in eadr case.
Alter"ate point of Diversim ard Plan of Arreotation: tlecr€€E for alternate points of diversiot
of the oistrict's mter rights or storqge Eter my be reqrired in orer lqp npplicant to use tie rEter service conteQlatd
hereu6r. gbtainip such 6gcree is tle salusirre respsrsibility of Applicant. The lllstrict neserues the right to revim
and approve any cmditions }fiich my be attadred to judicial apprwal of said alternate point of dirrersio as conteplated
or n€oessary to serve Applicant's facilities or lands- Applicant acknorledges and agrees that it shal l be so'lely responsible
for the proced,6es and legal e4irEering costs necessary for any changes in'rrater rights conterplated lrenein' and further
agr€es to indemify the District fml any costs or lcses relatetl theteto- Applicaot is solely responsible for pmvidittg
eDrks aod facilities necessary to obtain/rlirert tlE l€ters at said altemat€ point of <liversion-and &liver ther to
Applicaftt's intended beneficial use. Irrespective of the mnt of r€tef actmlly transferrcd to the Applicant's point of
diversist. tle Apticant shall mke anntnl payrents to the Oistrict based tpon tJre arrcrmt of ueter allotted m&r this
contnact/leose.
In ilr event ilp Aplicant intends to aply for an alternate point of diversion atld to Gvelop an
aqmntation plan and imtitute legal proceedirrgs for the approral of stdr ar4mntation plan to allu the @licant to utilize
the urater allotted to @licant heretnder. tJre Applicant shall giw the tlistrict written notice of sudr intent. In the event
ttE Applicant &velops ard adJudicates its wr aLEmrtation plan to utilize the mter altbtted herander. APlicant shall
rot be 6lig3ted to pay any a[Etlnt rnder Panagraph 19 belot{. In any event. the District strall have ttc right to approve or
disamrove ;5s Applicant's augpEntation plan and ttp Amlicant shall provide tJre Oistnict copies of such plan and of all
pleadings ard other papers filed with the tiqter court in the adudication ther€of,
6. Contract/lease Pavrent: iton-refLndable. one tim a&inistrative charge. in'Lhe ammt @termined
by ttre Board of Sirectors of the oistrict fron tire to tim, shall be sdmitted witlr ttre application for consideration by
the District.
:
AnmEI palcnt for the',Etep sewice &scribed herein shall be determined by ttre Board of Directors of the
Cistrict. The initial aurrl paJmnt shall be mde in full. within thirty (30) &ys after the date of notice to tjle Applicant
that the initiat payrent is dle. Said notice will advise ile Applicant, atug other things. of the ,{ater Glivery year to
'.*rich the initial palmnt shall apply and the price r*ridt is appliCable to that i/ear.
Annual paymnts for each year thereafter shall be due and payable by the Applicant on or before each
January I. If an annual palry{rt is not rmG by the due date a flat SsD late fee will be assessed. Final drftt$ mtice prior
to cancel lation wi I I be seilt certi fied nai I , return rcceipt req.Ested. to Ure Appl icant at sucfi address as rEy be Csi$ated
by[heApplicantinwritingorsetforthinthisc$tract/Ieaseoraplicatior. XateruseforanJpartof a'rateryearshall
req1irE payrpnt for t;e entirE tater J,ear. lbthing herein shall be constrrrd so as to prevent the 0istricL fmr a6usting
the arrnral rate.in its sole discretion for future years on.ly'
If payrent is rpt rn6 within fifteen (15) days after tte date of said written rrtice. Applicaot shall at
District'ssoleopt,ionhavenofurtherright, tltleorintercsttnderthiscontract/leasenitfputfurthernotice. anddelivery
may-be irediately curtailed. Ihe allotrnt of uater. as her€in rade. oay be transfeffed. leased. or othenrise disposed of
at the discr€tioo of tlre Boar{ of oirectors of ttle oistrict.
(Forr carlcellation of this hEter allotrnt cmtract/lease nith the 0istrtct. the oistrict shall notify the
givision of lhter Resourres offices in Denver and Glermd Sprirgs. Ihe Divisioa of Hater Resources rmy then on&r cessation
of all mter use.
l. Additional Fees and Costs: Applicant 4r=es to defray any expenses lncurred by the Oistrict in
cornectim lrith the allomnt of 'eter ridrts tercrnder. irEludirp, but not lieited to. relourseErit of Iegal ard eqirneriq
costs incurred in csnrectiqr rith any i'{ater rigfits and a(iudication necessat? to allor lpplicant's use of slti allotted 'r€ter
rights.
8. Ass'i('trent: Ihis contract/'lease shall inure Do tlE benefit of ttre heirs. stEcessors or assigns of
the padies tEreto. Any assiCErt of tlE Appliont's riglrts tnGr this cmtract/lease shall be sDJect to. and [tst cuply
.rith. sucn r"qjir€Ents as the 0istrict my tpreafter a@t rcgardlng assig[-nt of cfitract/Iease ri$ts and the assuptiqt
of contract/lease obligations by assignees and sEcessors. Lothing herein shall prewnt srf,cessors to a portion of
Applicar.rt's Fupetty frur applying to tJe 0istrict for indivi&al ard separate allomffi cfitracts/leases. lb assigtmnt
shall be recogrized by the oistrict errcept r4on coqletim and filing of proper form fon charce of oaership.
thm tte sale of Ur r€al property to rllidr this qrtracL/lease pertains. Aplicant tns a tutJ to ,Eke hryer
arare of this contract/lease ard prcper fotm for dranG of ooership olst be comleted-
9. Otlrr Rules: Applicant stlall De bond by the prcvtsions of the thter Cduervancy Act of Colorado:
by the rules and rcgulations of tjle Board of Dinectors of the District: and all alEfl&nts thercof an<l spgleutts theEto
and by all other applicable law.
10. operatioo and Hainteoonce Aoremrlt: Apglicant $rall enter ifto an'@ratim antl thirtenance
Agreemnt' hith the District mer terils and conditlons ffiemined W BE b@rd of 0ircctors of tlle District. if and bllen.
the Eoard of said Distrist GtenrirEs in its sole discretion that sudr an agrcerent ls reqrircd- Sai{t agre€mflt my contain.
iln shall mt be limited to. pmvisions for additional amul mnetary cursi&ration for ext€fision of District (blirlery
seruies ard for addltional adinistratim. operatifi. and mintenance @sts: or for other costs Lo tie District l*lich flEy
arise Ehrcljgh services mde available Eo the lpplicaot.
11. Chanoe of tlse: The oistrict neservE tle exclr.rsive ridfi to revie*, reaDpmrre or disapprcve any
prqosed drange flo use of the i€ter allotted hereu&r. Any use otJpr than that. set forth herein or any lease or sale of
the,rerer or xater rights allotted herem&r vithout tfe prlor rfitteyl apprcval of fie oistrict shall be eemd to be a
material breadr of this contract/lease.
L?. UseandPlaceof Use: Applicantagrcestousetlemterinthemannerandonfiepropertydescribed
in the doctwrts sr.tilitted to ttp tlistrlct at r-te tire this contractllease is executed, or in any ooeration and maintenance
agree,Ert pmvided by Applicant. Any use ottEr thafl as set forth thereon or any lease or sale of the mter or,,ater rights
herein, otlEr than as pernitted in paragraph I abor/e. sholl be &erEd to be a rmterial breacl of 'Jris agreerent,.
13. Title: It is mderstood and agreed that mthirB herein shall be interpreted to gire the Applicant
any equitable or legal t'ee iitle intercst in or to any ,€ter or !,Eter rights referred to herein.
14. Conservation: Applicant shall use colrcnly acceptetl conservatior practices uitft respect to tier€ter
and r€ter rights herein. and hereby agrees to be bornd by any curservatjon plan aoptetl hereafter by the District for use
of D'istrict orred or controlled wat€r or mter rights.
15. Restrictiom: Applicilt shall restrict actEl diversions to not e)ceed the ConLraculease iuDrrlt.
rrtridr provi6s,reter (on the form,rla of one acne foot per dl€iling) for ondinary hgE€irold pur'poses inside one single family
d'elliru. the untering of dcrrestic lirres[ock. fire protectior. and the irrigation of r.rp to 6.000 square feet pf .larn
and
garden.
Applicaot shall also coely rrith all restrictiors and limitations set forth in the rell pemit obtained frur
the Colora& Divisim of lhter Resources.
tbtering of livestock shall be restnicted to Applicant's dqestic aninals ,Et to be used for corrercial
Efposes u1s55 &Pl i cmt obtains apmval fru tlc Colorad Dirision of Later Resourtes for cqrmrrial use/l ivestock uaterirE
at a horse boarding facility, pmvided that in no ev€nt shall actml diversions exceed the amr.nt of .r{aten provided by this
Contract/Lease
Violatio of tjtis paragraph l5 shall be ffi to be a Eaterial breach of this Ccntract/Lease.
t6. tlell Fernit: tf Applicant inten6 to diirert thruEh a ueII. thenApplicantflrst proride toDistrict
a copy of Applicant's valid rell pertit before District is dligated to Gliwr any roter hereur&r.
L7. ihasurim [bvice or lleter: Applicant agrces to provlde, at its wl exDense, a tottllzing flo{ lEter
with remte readout to contirnDrrsly and accurately 0rasurE at all tires all mter diverted pLrsuant to the tems of
AtPl'icant's mter right and tfte tenns of this contract/lease. Applicant agrees to provide accurate readings frm srch device
or rtter to District upn District's r€q.est. Applicant achourledges that failure to corply rith this paragraph could result
in legal action to tenrinate Applicant's diversim of rrater by ttn State of Golorarb Division of thter Resones. By signing
this contract. Applicant hereby specifically allors District. thmug its authorized agpnt. to enter rpon applicant's pmperty
duritg or{inary hrsircss hours for the pupmes of deteruiniqg applicant's actual ue of mter.
18. Reoresentations: 8y oecuting this cortract/ig3se. Applicant agFees that it is not relyirg on any
legal or agircerirp advice ilat Aplicant nqy believe has been ruceived fron the District. Applicant further acknorle4es
that it has obtaired al1 necessary legal and angineerirp advicE frctr Applicant's oili sources otlpr than the District.
Applicant further ackrmwtedges that the lhstriet rmkes m gtBrantees, Harranties. or assurances dlntsoever about the quantity
orqualityoflEteravailablepursulnttothiscqrtract/lease. ShorldtlEDistrictbeurabletoproyidethemtercontracted
for herein. no dmges may be assessed agEimt the District, nor my Applicant obtain a refrnd fru up District.
19. Costs of thter Court Filino and Ar.mntation Plan: Should the District. in its qn discretion.
chmse to inclulG ADplicant's contract/lease herein in a L€ter court filing for alternate point of diversion or plan of
augmntat'lon. tien Applicant herery agnees uo pay to the District. when assessed. an additional fee representing the
District's actual-and reasorable costs altd fees for&rplicant's sharc of theproceedings. Applicant shall be assessed a pro-
rata share oF the total cost incurFed by the District in prcparing, filing and purruirE to decree the 'r.ater cot rt case. Ihe
pro-rata share shall be calculated by <tividiq sodt tol,al cost by the nr.mber of contractees,rlessees incltded in the filing.
To the extent that tlc District is caused additional costs because of objection filed specifically due to ttre inclusion of
Applicant's cotract/lease in the filiIg. srch a<tditional costs Eay be cnarged specifically to Applicant and not shared on
a pro-rata basis by ail contractees/lessees-
Bindim Aorcercnt: Ihis agremtt shall not be co.rplete ror bindirp tpon the oistrict r1.lless
attadled hereto is the fom entitled 'Applicatim ild tbta Fom to Lease [ater Fr@ kst Oivide Tater Cotservancy District'
fully copleted by.lppl;*na and approved by Ehe District's ergineer. Said attaclmnts strall by this refbrcnce th€reto be
irlcorporated into the tems of this agreerent. All correspondence fru the District to Applicant referring to or relating
to this agreemnt is by this reference irrcorporated into this agreerrent as further tenns and corditjons of this agreetpnt.
2I. IfATNiM: IT IS I}f SOI.I RESP$SIBILITY OF I}f APPLICAI{T TO (BIAI}I A VATID TELL PEtrIIT M OI}fR UA]ER
RIGHI I}I OflOER 10 DIVERT I'ATER, II{CTUOIIG T}C TAIER ACUJIREI} III}ER IHIS COITRACT/LEASE. TT IS T}E COlTIruI}E IUTY OF THE
APPLICru'T TO }IAIIfTAIII NE VATIDTTY OF IHE TETL PENilIT M HATTR RI61fi ITcl.t.[)IlG FILI}G FM UTEIISIOT{S OF PE!rITS. FTLI}G I'ELI
Milfl.ETlfi REPORTS. FILING STATEfl{TS OF BEIIEFICIAT IJSE. M OI}ERI'ISE LATFIJTLY APPTYI}G THT IIAIER TO 8€NEFICIAL t,SE OI A
REAXJR BASTS HIT}IO'T I{ASTI .
22. AREA B. 0[JMCTS/|-F.ASES: IF APPI-ICAIII'S UEIL m OftER IIATER RIGI{I II{AI tS I}lE SB.)EC[ 0F THIs
C0IrRACT/I-EASE IS tmAIED GrrSIt)E 'AREA A' AS D€SIGilAIED BY THE DISIRICI. Iltll THIS PARAGRAPTI APRIES: Il{E AEIEITATIOII UAIul
PROT'IDEO BY THE DISTRICI IJT{ER THIS @I{TRACT I{AY OILY PROIECT APPTICATIT'S IIATER RIGT{T FROT A CALI Oil IIf @LMNN RIVER AII)
I{AY NOT PROIECT APPLICAXT FrI{ A CAII FHIT A}IY OIIfr ST}IIOR RIGTIT. ilO REPRf,SE{TAIIOI OI}B3ISE IS I.$IE BY IIf DISIRICT.
IF IUIS IS A COCIRT TO APPLICflIT. I}IIS COIflRACT/LEASE },IAY BE RESCI}IIED I'lPOil IIRITTE}I IIOIICE DILIVERED TO II€ DIS]RICT BY IIf
APPLICAIIT HIHIII T}[ ItrXT 30 DAYS FOTLOIIIIG ]HE AFFIXIIG Of SIGI{ATIRES Ofi IHIS COIfTRACT/LEASE IN HIICH EVE}IT ALL SII{S PAID
8Y APPTIf'ilT FOR IHIS @IIIRAfi/LEASE SI{ALL BE IIIGDIATELY RERIOED IO APPTICAT{I.
Applicant:h Appl icant:
STATE OF C&MAOO
COI'IIY Of, GANFIEU}
froilnze,
)
) SS.
)
/t lte forcgoing instnerit hns ackpHledged before m on this A ,,
feTZZ ft?de.t ltt llt*r a?O/
. ill_. by
tfitress try hand and official seal.
My coulission epires:
OROER
After a hearing by the Boardof Directors of the lbst Divide llater Conservancy District on the application.
it is hereby ORDCRED tjtat said application be granted ard this contract/lease shall be and is accepted by the District.
ATTEST:r/"/"
0ate
This cmtract/lease irrcludes and is st0ject to the tenns and conditions of the folloring oc[rents hhicfi must
accmany this contract./ lease:
l. itap shedng l@tion of point of diversior (use map provided)
2. Application and Data Forr fully conpleted and sigred
1
a
fn-,;,4
AJ , y11t''rrz'rt A',/,'{7 [e ; r-
fur// #1 /o'//Y'
# J- v r.'i)- r
Colorado Department of Public Health and Environment
Compliance Monitoring & Data Management Unit
REPORTING FORM FOR NITRATUNITRITE as NITROGEN ANALYSES
SAIIIPLER: PLEASE FILL OUT ONE FORM . FOR EACH INDIVIDUAL SOURC9PI.ANT OT COMPOSITE SET
YES [ ] oT NO t I THESE RESULTS ARE TO BE USED TO FULFILL STATE SAMPLING REQUIREMENTS
*,NSTRUCTTONS/DEflNMOTVS O'V BACK OF FORM*
PWSID #:COUNTY: Garfleld DATECOLLECTEDl I8 IO2
SYSTEM/ESTABLISHMENT NAME: Monument Ridoe Subdivision
SYSTEM ADDRESS: do Zancanella & Assts.. 1005 Coooer Avenue. Glenwood Sorinos. CO 81601
Street address/P.O. Box City State Zlp
CONTACT PERSON: Brad Peek PHONE:(970)945-5700
SAMPLECOLLECTEDBY: SPC _ TIME COLLECTED:2:50 pm
WATER WPE: tx ] RAW (No chlorine orothertreatment) or CHLORINATED [ ] or OTHER TREATMENT [ ]
SoURCE(S);LO CATIO N(S).' - Address SAMPLE PO[VI(S):
(SEE BACK OF FORM)
DO SAMPLES NEED TO BE COMPOSITED BY I-.ABORATORY? YES [ ] NO t I
For Laboratory lJse Only Below This Une
ljBoRAToRy SAMpLE *r U aS{S3 - "r-cLtENT NAME or lD # ?At*)4*s rsl-r-Ns
I-ABORATORy NAME PCZ Lo,L -r,iftti*S r E-.<- l-AB PHONE # (e?o) E?3 - LSq o
DATE RECEIVED IN LABOMTORY.-I / IA / O }DATE ANALy7ED =-r=- \+-c-[.*,
COMMENTS
PARAMETER
(msiL)
RESULT
NITRATENITRITE-N eD l-
(ms/Ll)
MCr
10.0
10.0
1.0
EPA
METHOD
@-
(mg/Ll)
I.AB MDL
b'c>-:-
NITRATE.N
NITRITE.N
Buu
3bL
l.l \.r:t-
[.[s.oz-
BDL = lndicates that the compound was analyzed for, but was below the Lab MDG.
NT = Not Tested for cornpound.
mg/L = Milligrams per Liter
MCL = Maximurn Contaminant Level
Lab MDL = Laboratory Method Detection Limit
H = Holding Time has been
\i9t&
& Approved by TiUe
MA|L RESULTS TO: Cotorado Department of Publlc Health and Environment, WOCO-CMOI\'|-82. 4i100 Cherry Creek Odve South, Denver'
co 80246-1530
O,*\=Uil c,'o1-
,{^f51.2-- o' cz \
a
Colorado Department of Publlc Health and Environment
Compliance Monitoring & Data Management Unit
REPORTING FORM FOR NITRATE/NITRITE as NITROGEN ANALYSES
SAMPLER: PLEASE FILL OUT ONE FORM - FOR EACH INDIVIDUAL SOURCE/PI.ANT oT COMPOSITE SET
YES [ ] oT NO I I THESE RESULTS ARE TO BE USED TO FULFILL STATE SAMPLING REQUIREMENTS
*,4'STRUCNONS/DEHNITIONS ON BACK OF rcRTVI**
PWSID #:COUNW: Garfield DATE COLLECTEO 1 18 lO2
SYSTEM/ESTABLISHMENT NAME: Monument Ridoe Subdivision
SYSTEM ADDRESS: c/o Zancanella & Assts.. 1005 Coooer Avenue. Glenwood Sorinqs. CO 81601
Straet addresVP.O. Box
CONTACT PERSON: Brad Peek
SAMPLECOLLECTEDBY: SPC TIME COLLECTED: 10:30 am
WATER TYPE: Ix ] RAW (No chlorine or othertreatment) or CHLORINATED [ ] or OTHER TREATMENT [ ]
souRGE(s):LOCAflON(S): - Address SAMPLE POTNT(S):
ZpClty
PHONE:(970)945-5700
(SEE BACK OF FORM}
DO SAMPLES NEED TO BE COMPOSTTED BY LABORATORY? yES I I NO t I
For Laboratory Use Only Below This Line.
LABORATORY SAMPLE # L A 1*GE : qT CLIENT NAME or lD # ?e.s"-55 ,.sl-:-ft
LABORATORY NAME fltCZ LaLcnro.*ortes, 5,^c l-AB PHONE # (9zo) ro rq . c-s +o
DATE RECEIVED IN T.ABORATORY T / I O I OL DATE ANALyZED <= e.F- Le \.,^.
COMMENTS
PARAMETER
(mg/L)
RESULT
NITRATENITRITE.N S .\
NITRATE-N
NITRITE-N
S,\
Bpt- 1.0
EPA
METHOD
@
C^!t*\"t=;
-1_.2_ >4 o,os
for, but was below the Lab MDG.
(ms/Ll)
MCI
10.0
10.0
(mg/Ll) .,!'
l-AB MDL,Fz'
-^h
oz8o.1
o-4 o.\
\. lO .oz-
\ . to . o.?_
BDL = lndicates that the compound was analyzed
NT = Not Tested for compound.
mg/L = Milligrams per Liter
MCL = Maximum Contaminant Level
Lab MDL = Laboratory Method Detection Limit
H = Holding Time has been exceeded
I rZQ, rctt-
Date
MAIL RESULTS TO: Cohrado Departnent of Publlc Health ard Environment. WOCD-CMDM-BZ 4300 Cherry Creek Drive South, Denver,
co 8024&1530
State
JOHN C. KEPHART & CO.
GflANI JUNIIION LAflOflAIOflIIS
435 NoRTH AYENUE O PHoNE: (97or 242-761e O Fax: (g7o) 243-723s O GRAND JuNcrroN, coLoRADo atsot
-
Received from:
ANALYTICAL REPORT _
I'lonurnent Ridge, LLC
Noel Ri chartJson
158+5 Coutnty Rr:ad SOCIF';rrachute, Ctr 41635
Fflx 97il-.lEts--?C)4?
I 6?4 wat srr
Customer No.
Date Received
:i ./ I (i,/ ri 3
Lab nunrber:
S.arnple I'ft:
Total Crrl i 4rsrrn Bacter.i a
Ni trat* iN)
Nitrit'.r=tI'l)
Lab nurmber I
l3anrple+ ID:
Total CoI i f r:r-irr Eacte*ri a
t'li tr rtte ( N )
l'..|i tr-i te" {I.Ji
rrre,el ,= ffrilliclr.ain= per. liter
TC Eerct
f.Ji trate
Nitrite
Laboratory No. _sample
Date Reported
76,94 ,--
wr*I1 Ay)
O col trni esi/ ltr()ni1
? . 7 3. nie1./ I
t-). {)L) fiq / 1
L dr95,,---\trrerrrVj9
t-t c Lf I c.tn i es ./ I {}i-inr 1
I . :lL) ,ilq./ I
i) . (l{:) ifitJ,/ I
D;rte teg;terd:
:J/ lt-t / t-rl,
-='/?()./C)3.t/ I ]-/(j;i.
Limit fgr'
Fr-rbI i c Dri nl,;i ng SurppI i ers
mlrst be zero
I {l. t:) rnq./ I
1. (r rne/l
Lirnit for
Fr-rbIic Drinl": ing tir_rpplier=
rnugt FJe :: er-cl
I t). O mg./ I
1.{) ng/l
Methsd:
SI'l ?2:f;18
ASTt'lD-38 67--9(tB
ASTI'1D.-f,8 67.-9{tB
Di rector r E. Balre=r
3,,/?E.i C)3
JOHN C. KEPHART & CO.
[flANO JUNIIION LAfl[RAIOf,IIS
435NoRTHAvENuE 0 Fxone: (gaotz4z--r'la I Fax: (97ol243-zz3s o GFANDJunc,rroN.coLoRADo atsot-
Received (rom:
- ANALYTICAL REPORT _
Flsnlrrnent F:i dgr", LLC
l.JcreI Ri charcJson
11585 County Ra;id JrLr_r
Farachurt-e. CO {316f,s
FAX 97 t-t--?BA---1:t)42
I 43?Hater-Customer No.
Date Received
Laboratory No.
7S fiirta ?,/;(1,/(13
Date Reported
Lai: rrt.,rrriLI Eiii" ;
Saorplu' iil:
l-r:tal Col i f orm Eacte,r- i a
Ni tr;*tr-" tI.l)I''litrit-eitl)
L-;it: riLrffrLlBr
S*rnple III:
l-o'h-sI UaI i
t..litr;.ttr+(Ni
I'li tr i. t-*i (l'l)
fs,rirr Enr:{:eria
L-;iL: riLrrnbr:r.:
iiiamp I e+ .t tJ:
ToterI CoI i {.t:r-in iuacter-i aItlitr.rtr: (l'J)
Nitr-iLetN)
ffiez'I = mi 11
TC Bc:rc t-
I.Ii tr';ite
f.li tr- i te
i j+:iq7 ,-->_.
wet i qU
f .r5,,'(tI 7r li(rFPl
{:) col oni e=/ Li:}C}fnI
tl . -/3 rng / 1(!. tl{) rnq / I
144t)
t4e,l I
tiit/fi-J 4: r-r(rPl'l
r-t col oni es./ I r-rr)ir,I
I . .:j,: ilrf,l r'i
ii " ,:Jr) fi]a / I
1 44 J. ,__\brei.i e!97i5/ rl;i 6r i-rirFfl
{j coi r"-.in i eri/ I (:,r:)nr1
i . :17 mc.1 l
i) - ijil mg.r 1
Dat e t r:gt ecj :']/6iq-t.!.
?,.. 19,/()f,
?/7 itil,
Li mi t f or-
fiutbl ic Dr-i nkiriq Eir_rppl i e.s
rnust be aer-o
I (r. t:r mg,/ t1.t] mc1/l
Liniit fc,r'Fr-ibIic Drinkinct
rnurs'h- be:e.rt]
1 i! . i) iiir;.r L
1 . ti rnp./ I
Supp I i es
Li mi t t:rir
F:'r-rL,I i c Dr-i riki nq
mr-tst- be : sr-r:
-t [). (:] mg,r.I
1 . (-) rrrg.r I
:ir-rpp I i esi
['lethod:
5M 9.:i:iE
rrsTFtD-.f,867-9t)8
As'ff'lD-:;8 $7 -9r)B
[.li rectc:r': B. Baure.r.
i. r;r'anr* per' 1 i te:r.
Fo:m No.
GWS-25
APPLICANT
OFFIGE OF THE iATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3s81
MONUMENT RIDGE HOMEOWNERS ASSOCIATION
% HEINEMAN PETER
19423 N TURKEY CREEK RD STE B
MORRISON, CO 80465-
(303) 6e7-0678
APPROVED WELL LOCATION
GARFIELD COUNTY
SE 114 NE 114 Section 19
Township 7 S Range 95 W Sixth P.M.
DISTANCES FROM SECTION LINES
2270 Ft. from North Section Line
1200 Ft. from East Section Line
UTM COORDINATES
Northing: Easting:
WELL PERMIT NUMBER
DIV. 5 WD45
o56572
DES. BASIN
_._F_
MD
Lot: 11 .Block: Filing: Subdiv: MONUMENT RIDGE
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to eisting water rights. The issuance of this 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.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump lnstallation
Contractors in accordance with Rule 18.
' 'oproved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado
tver, as an alternate point of diversion to the Avalanche Canal and Siphon, on the condition that the well shall be operated
only when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in
effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the
release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD
contract #01 053 1 MRHA(a).
4) The use of ground water from this well is limited to ordinary household purposes inside one (1) single family dwelling, the
irrigation of not more than 2,500 square feet of gardens and lawns, and the watering of two head of livestock. All use of
this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as
MoNUMENT RrDGE wjlLEg_
5) The maximum pumping rate of this well shall not exceed 15 GPM.
6) The average annual amount of ground water to be appropriated shall not exceed 0.61 acre-foot.
7l The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case
number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings.
8) This well shall be constructed not more than 200 feet from the location specified on this permit.
9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all
diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon
request' lD g'noo,
APPROVED
JD2 A.
DArE rssuED
,ocl 0 IState Engineer
ipt No.0474767H
WHEREAS, Owner is
Garfield County, Colorado,
particularly described on the
Garfield County, Colorado on
HOMEOWNERS ASSOCIATION AGREEMENT
This Agreement is made and entered into this _day of 200-, by and
between Monument Ridge, LLC, a Colorado limited liability company ("Owner") and Monument
Ridge Homeowners Association, a Colorado non-profit corporation ("Association");
the owner and developer of certain real property located within
also known as the Monument Ridge Subdivision and more
Final Plat recorded in the Office of the Clerk and Recorder for
as Reception No.("Subdivision");
WHEREAS, the rights and obligations of the Owner and the Association instant to the
Subdivision's water supply facilities, internal road system, utilities, common areas, landscaping
and other facilities of the Subdivision are set forth within the Declaration of Protective Covenants
for Monument Ridge Subdivision recorded in the Office of the Clerk and Recorder for Garfield
County, Colorado on
("Declaration");
in Book _, at Page and Reception No.
WHEREAS, a Subdivision Improvements Agreement ("SIA") between Owner and the Board of
County Commissioners for Garfield County recorded in the Office of the Clerk and Recorder for
Garfield County, Colorado on in Book _, at Page and Reception No.
sets forth the obligations of the Owner instant to the construction of the Subdivision's
water supply facilities, internal road system, utilities, common areas, landscaping and other
facilities with the subdivision; and
WHEREAS the parties hereto wish to enter into an Agreement between themselves in order
to reflect each others duties and responsibilities instant to the control and regulation of the
Subdivision components above described pursuant to the Declaration and SIA above described.
NOW THEREFORE, for consideration of the mutual promises contained herein the parties
agree as follows:
1. Simultaneously with the execution of this Agreement, Owner shall execute a Quit Claim
Deed transferring to the Association the following:
A. Colorado Division of Water Resources Well Permit Nos. 057705-F,05774-F,
05 7 70-F, 57 520-F, 057 7 03 -F, 05 657 2-F, 0 57 7 02-F, 05 770 1 -F ("Well Permits") ;
B. All access, drainage and utility easements within the Subdivision as more
particularly described within the Final Plat for the Monument Ridge Subdivision recorded in the
records of the Clerk and Recorder for Garfield County, Colorado on
Exhibit
H
at Page and Reception No.('Final Plat"); and
in Book _,
Z. Upon completion of construction thereof in accordance with the terms, conditions and
provisioni of the SIA, o*n., shall execute a Quit Claim Deed transferring to the Association the
following:
A. The domestic water facilities ("Domestic System") and all appurtenances to the
Domestic System, including without limitation, wells, pumps, pipelines and appurtenant facilities;
and
B. The inigation water facilities ("lrigation System") and all appurtenances to the
Inigation System, including without limitation, ditches, head gate, and measuring devices.
3. The Association agrees to accept such conveyance as set forth in Paragraphs I and 2
above, and agees to own, operate, maintain, repair and replace the water facilities, internal road
system, utilities and other facilities of the Subdivision for the benefit of the lot owners of the
Srbdiui.ion in strict compliance with the terms and conditions of the following:
All conditions of approval for the Subdivision as set forth by the Board of County
Commissioners for Garfield County, Colorado in Resolution No. 2002-106, recorded
within the Office of the Clerk and Recorder for Garfield County, Colorado on December
lO, 2OO2 in Book 1415, at Page 533 and Reception No. 61 63 1 7;
The terms, conditions and provisions contained with in the Declaration;
The terms, conditions, provisions rules and regulations set forth within or
other-wise appertaining to domestic wells under the well permits;
C. West Divide Water Conseruancy District Water allotment contract No.
0l0s31MRHA(A).
4. The Owner agrees to complete the obligations set forth in the SIA and to install those
improvements within the Subdivision in accordance with said agreement.
A.
B.
5. The Owner hereby assigns to the Association any
associated with the facilities and improvements conveyed to
received or shall receive.
and all guarantees and wa:ranties
the Association that the Owner has
6. Except as expressly provided herein, the Association herein agrees to indemniff and hold
harmless the Owner and its agents for any claims associated with the conveyance, use, operation,
maintenance, repair and replacement of the property and facilities described in paragraph 1,
above. The Association agrees to comply with the terms and conditions of, and hereby assumes
the Owners' obligations under the agreements and instruments set forth in paragraphs I and 2
above.
7. Subject to the Owners obligation in paragraph 3, by accepting the herein described
property, easements, facilities, and all related obligations, responsibilities, duties and
requirements, the Association herein releases the owner, its agent and assigns, from all future
responsibility, liability or obligation accompanyrng or associated with the subdivision property
and faciliti". ror,rr.yJd as desclribed in paragruit .-t and 2, above, and releases the Owner from
*V *O all claims'that may hereafter te -ade with respect to such items' The Association
accepts such property 'ras is" without guarantee or warranty from the owner of any kind'
Nothing in this paragraph is intended to-waive the Owners' obligation set forth in paragraph 3
above.
g. The warranties and obligations of the parties set forth herein that require performance after
the conveyance of the deed(s) that are the subject of this Agreement, shall survive the conveyance
of said deed(s) and shall not merge therewith'
g. This Agreement shall be binding upon and inure to the benefit of the heirs, successors and
assigns of the Parties hereto.
10. Upon execution and coincident with the filing of the Final Plat, this Agreement shall be
recorded with the Clerk and Recorder for Garfield County, Colorado'
IN WITNESS WHEREOF, this Agreement is executed on the day and year set forth above'
Monument Ridge, LLC, a Colorado
Limited Liability CompanY
Edward Noel Richardson, Manager
Monument Ridge Homeowners Association
By
Edward Noel Richardson, Manager
STATE OF COLORADO )
)ss.
COLINTY OF GARFIELD )
Subscribed and sworn to before me this
-day
of
-,
bY
Edward Noel Richardson, Manager of Monument Ridge, LLC, aColorado Limited Liability
Company.
Notary Public
My commission exPires:
B.
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD )
Subscribedandsworntobeforemethis-dayof-,2oo_,byEdwardNoel
Richardson, Manager of MONUMENT RIDGE HOMEOWNERS ASSOCIATION.
Notary Public
My commission expires:
QUIT CLAIM DEED
THIS DEED, made this
-
daY of 200_, between Monument Ridge,
and THE MONUMENT RIDGELLC, a Colorado limited liability company, ("Grantor"),
SUBDIVISION, a Colorado nonprofit corporation, ("Grantee") :
WITNESSETH, That the Grantor, for and in consideration of the sum of Ten Dollars and
other good and valuable consideration, the receipt and sufficiency of which is hereby
acknowledged, has remised, released, sold, conveyed and QLIT CLAMED, and by these presents
does remis-, release, sell, convey and QUIT CLAIM unto the Grantee, its successors and assigns
forever, all the right, title, interest, claim and demand which the Grantor has in and to the real
property, together with improvements, if any, situate, lying and being in the County of Garfield
and State of Colorado described as follows:
See Exhibit A attached hereto and incorporated herein by this reference.
TO HAVE AND TO HOLD the same, together with all and singular the appurtenances
and privileges thereunto belonging or in anywise thereunto appertaining, and all the estate; right,
title, interest and claim whatsoever, of the Grantor, either in law or equity, to the only proper use,
benefit and behalf of the Grantee, its successors and assigns forever; subject to all of the rights
resenred by Grantor to utilize the same set-forth within the Declaration of Protective Covenants
for Monument Ridge Subdivision recorded in the records of the Clerk and Recorder for Garfield
County, Colorado on in Book at Page and Reception No.
IN WITNESS WHEREOF, the Grantor has executed this deed on the date set forth above.
Monument Ridge, LLC
Edward Noel Richardson, Manager
STATE OF COLORADO )
) ss.
cotrNTY oF GARFIELD )
Subscribed and sworn to before me this day of ,-rbY
Edward Noel Richardson, Manager of Monument Ridge,LLC, a Colorado Limited Liability
Company.
Notary Public
My Commission expires:
EXHIBIT A
A. colorado Division of water Resources well Permit Nos.
B. All access, drainage and utility easements within the Monument Ridge Subdivision as
more particularly describid within the Final Plat for the Monument Ridge Subdivision heretofore
recorded in the records of the Clerk and Recorder for Garfield County, Colorado on in
Book
-
at Page - and Reception No.
-("Final
Plat");
C. The domestic water facilities ("Domestic System), including without limitation, all wells,
pipelines, pumps and appurtenant facilities; and
D. The irrigation water facilities ("Irrigation System") and all appurtenances to the same.
,.y' ,;
Form Nd.
GW$25
APPLICANT
/rz
qryt.cE oF THE STATE ENGTNEER
dc,.o*P,mBg,pJlfl f, lp,l!gr_,wl#s,sEsouRcEs
(303) E6R3581
Lot l Blodr:
MONUMENT RIDGE HOMEOWNERS ASSN
% PETER HEINEMAI.I
19423 N TURKEY CREEK RD STE B
MORRISON, CO 8046$
(303) 697{678
Filng: SuMhr MOlUrUetgr nrOOd
APPROVEDWELL LOCATTON
GARFIELD COUNTYSE 114 SE 114 Sectim 18
Tomship 7 S Range gS W Stxh p.M.
DISTAAICES FROM SECTION LINES
865 Ft. ftom South Sedion Une
575 Ft. from East Sedion Line
CONDITIONS OFAPPROVAL
rru-s t'vell shall be used in such a way as to cause no mabdal lnJury to existlng rxater righls. The lssuance of this permildoes not assure the appllcant that no lnJury will occur b anothei vested water fight or predude another oh,ner of a vesteduater right fiom seeklng rellef ln a clvil court action.
The consructon of thls wetl shalt be in compliance with the water well consbucflon Rutes 2 ccFl 402-2, unlessapploval of a rrarlance has been granted by the shte Board of Examlners of water welt constnrction and pumplnstallatlon Contraclors ln accordance with Rule lg.
Approved pureuanl to cRs 37-*'137(21tor lhe constnrcuon of a urdl. apprcpriatiqg ground uater bibutary b thehlorado River. as an altsnate point of dlverslon to the Avalanche canat ano siptron, on the corditon that the well shallbo operated only wlren the west Divide water conservency Distrlcts substitute water supply plan, approved by the stateEngineer, rs in effect. and when a waterartotment conbac{ between the wefl ownerand the west Drvide waterconservancy District for the release of replacement water fom Ruedl Reservok is in effect, or under an approrred plan foraugmentation. WDWCD contrac{ #0 1 0S3 1 MRHA(a).4) The use of ground uaaterfiom this wsllin oombination with Monument Ridge welt Nos. 1 and 20 (permlts 56s6$F and5658+F) is limlted tro ordlnary household purposes inside two (2) single family drelllngs, the inigation of not more than5,(x)0 square feet of home gardens and lawns, and the watedng of to-ur (4) head of stock. All use of this well will becuftalled unless the water atlotrnent contract or a plan for augment"uon is in effect. This well is known as MonumentRidge WellNo.3g
UTM COORDINATESNorthing: Easting:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER Rrc.]F
The maxlmum pumplng rate of this welt shall not e)c€ed 1S GpM.
The oombined aveEge annuat amount of ground watsr to be appropriated fnom all wells operating under tho wDWcDconfract #010531MRM(a) shall not exceed 12-21 aqe4eel
The owner shail mart the well in a conspicuous place wtth wsll p€rmit numbe(s), name of the aquifer, and court casenumbe(s) as appropriate. The owner shall take neoessary moan6 and'precautions to preserve these markings.
A totalizing flow meter must be installed on otis well and maintained in good working order. permanent records of alldiversions must be malntained by the well owner (recorded at teast annually) and submltted to the Division Engineerupon requast.
Th{s well shall be constructed at least 600 ,eet from any exisung rmil, oompleted in the same aquifer, that is not ownedby the applicant.
This well shall be construcled not more than Z)0 fEet from ttre locatlon specfied on this permit.
5)
6)
T
8)
e)
10)
WELL PERMTT NUMBER
Drv.5 WD45
aE z-o SunO?-
DES. BASIN
c.,,E
State Engfreer JUI{JUN
-r
fICE OF THE STATE ENGINEER
vision of Water Resources
Depafunent of Natural Resources
I 313 Sherman Streei Room g l g
Denver, Colorado 80203
Phooe: (303) 85G35Bl
FAX: (303) 866-3589
h tp ifilr.ater.siate. co. u{d efau It. hrn
NOTICE
:f1r.l1
=5*;i#:f"ffiTJ*?:tT:Ht
it;*ffi::l ffi",:il:llr"othatpursuantto coloradoRevised sj'tatr,te 37-gLt37Gx")0;;ttffi;;ensions cannot bcaPPfOVed. '\-'\-" ---'-.v.q s
wh€n water fromltrelefr h1s.u91 nut to beneficial use for the purpose(s) de,soribed on thepermiq a starement ofBeneficial u; must b9 "o*ptJ"a *a ,r6ro-i?"JiJtlr. pirision of water@@"omtrte+emata-v8li{.+*t*+"*+n"+*r+mu*-be-use4and*is-
officemust receive the statemint oinenenciur ure6rti e e4piration a.t oilirr"i#ii**
ffi:,::t#"tjbt,itrto comqtetg ana. sub$! the statement ofBeneficial use.. A
Bill Owens
Govemor
Greg E. Walcher
Executive Director
Hal D. Slmpsoo p.E.
Shtc Entin€er
well construction contractors are required to submit their respective reports affirmingconstr.rction of the welt and the instali;;; ;iffiftffiripment. well owners who consrnrcrtheir own well and/or install.pupping equipment rrust sub;it the;; d;;"ror-, for re,porringconstruction and pumP instaliatioir-uit o uil.ule tom trre biuirio' of water Resources offrces.
Additioriat forms are available from the colorado DivisiJn;iir;;;il;il;:ffi
If you have any questions, please contact the Groundwater Information DDesk ofthis office.
Sent to oymer on
By: lW
(i.2v-o1
Iune 4,2004
Noel Richardson
1586 County Road 300
Parachute, CO 81635
ATTN: Noel
On March 10,2003, a well test was conducted on a well on the Monument Ridge project
Well #25. The following information was obtained;
Well Depth -----------123,
Casing Size-------- --7 x 5
Standing water level------- ------76.9,
Total test time-------- 4 Hours
Drawdown to --------- -----------g0.6g,
Production is --------- >17 GpM
Sincerely;trf,
Raun E Samuelson
Samuelson Pump Co.
P.o. Box 297 o G.tenwo3d Sprtngs, C:.8160^2 o (970) ?49{lo?.. Fox (970) 941-9448
This test was conducted with %Hp test pump. The well recovered back to 77.07, in 5minutes. The production on this well is morl than adequate- for two single Anriry
"( t r+, / *Z)dwellings. If you have any questions please call me, Raun Samuelson it glo-gqs-6309.
WELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGTNEER
FOR OFFICE USE ONLY
APPROVAL # cwsS t_91{3
WELL PERMIT NUMBER 057705-F
2. 1 Owner Name(s): ron
Mailing Address: 1586 County Road 300
City, State, Zip : parachute, CO. g 1635
Phone # : 970-295-2042
870 ft. fiom South Sec. line and
SUBDIVISION: Monument Ridge
sE l/4 SE t/4
700 ft. from East
LOT:
Sec: lt
Sec. line OR
I BLOCK:
Twp: 7 S
Northing:
FTLTNG (rINrT):
GROT'ND STIR.FACE E'EVATM DRILLING ME-HoD;i. RoE;
DATECOMPLETED: 3/3t2OO3 DEPTH COMPLETION; tz}
GEOLqGTC Loc 6. HOLE DIAMETER(in)
Penf. CnSfNG : ScreenTtot Sze
t. Filter Pack
Material :
Size :
Interval :
9. Packer Placement
Type :
Depth :
II. DISTNFECTION :
12. WELL TEST DATA
TESTING METHOD:
Static Level : lt ft.
Pumping Level : Total ft.
Test Remarks :
Name / ritte (ptA;-fF;;Ffit
: O Check no* tf f
Air Compressor
Date/Time Measured 3l3t2OO3
Date/TimeMeasured 313/2003
I
Production Rate 15 gpm
TestLength: 2hours
ilt.cmcoE
Phone: (970)927-41t2
Lic. No. 1095
\ilryne Shclton / president
Basalt, Co.
)tc
truc to Ey
Amt. Used: 4 oz.
I ? I brvc rcrd 6c sdertrdE;'-' coostihdcs pcrjrry in thc scor-^\TRACTOR :
l3t
Corp.
rg Address ; p.O. Box 1059
P.l97C -9.17 - 9z+.+8Fcb ?1 04 O8:2Sa
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Raun Samue I son
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Wednesday, June 16, 200410:18 AM Raun Samuelson 97G947-9448
rrn
SIiEsl'
. RM ${STAIIAII(I{ AMI IESIT EOET
STAIE OF COI-ORADO, SFICE OFTtlE TATE ED.IGINEER
Fo.6cc Lbo ody
t.E.LPEMTTMflBB 0s770s - F
2 OIIUITER |{A,[EG)Moarmem Ridge Eomeoumers Assn
raamoffi 19t23 NTrdrov Croc& Rd Stc B _
Mmtnsm-CO fr1465w.st 4Ptut(sg8 ) 6nfi?t
a,@ SE r/+. SE r/4,8€BJE-IttP.--l-!RrEE 95 W
DETAI{CES FROIT SEC. TJIGS:865 t fiun South
-
.S*. hq aA 575 fr. fiun East Soc.ltp
qEDfvlsrcm lClTa HolO<- HUNG(UMD 0trr05
TFEET lItIEl IOICAIOM
-
Mmrmt Ridqe WellNo.2s
+Rflp DATA Tirpe_ Submcrsiblo hErslarytcofltd6d
Rmp PunPltotlcl l{o.
Jrme 16,2004
rqrocs4t2
Dostn ml_!.5_ r RPll_345Q__,lrP__!_, voB_zlo_,FutLodAmFs 9.6_.
IryC ScD E0Rmp }fire Dsilt l?q Fect,fte sLs l-l/4 lrEfiG' Kind
{DIXIIONAL$FOIIMArION.FOR PUlttS GREAI;ER ItnT 50 eM:
nnBnEDm,ERTY?E EE catc EeUm Elorxr-
DEim Hed bq. i'lrrte d St gE , Shdlsb hotEs.
E
Affir" ffidtrli- Eil rro, oillce DGFfi t-. tldturToe rulrd Ev*E0rq DGpilrrt
458n87FbxrllebrHg. MasterMetsr lleB$eftlNo- - . -. - 458Il87 .
u@rRcduElO*os,ETtusnrdcuorr.Er"r"raEBegrnlngnafig 0m0 - -.
6 TESTDAT&.
Total wcr D€pill
$el.etrdD* ilesred
EJct a, bo( trT€stdata b ruffid m 9pflmreilal Form
t aE hm,o 16.2094
tz3'rlmlo
Fro (GITtl)
Pirnphs uL
76;y
Mlrcnfi4
t5
Eo6g_
7.DEllSECIlOlt Type thod l/2 Gallon
a w@r Arfy nr# ar&bh. EV* Eil Xo
g,Bansts
I tElEt ld the ctsilanrFnts trde hellh ard l(IE ltre ccents tsrrEd, rd rla fiey ae tnc to my laEu,ledg
lnrssrt to Sdior 2*1u (lsxat c.Bs., tD mskru d & statemilE hech corltlitla papty h tle sst
dEgf€s aE E grSmm c a cbss t mEEneenc.l
OONINACTOR Samuelson Pump Co., IDc.Phorc (9JD_gasa3o9_lh No_J-050 .
Udms Atlfiess P.O. Box 29I, Otcuwood,Iiprhns, OO 61602
NolE/tIb pPcetype q prtO
Rarn Samrclson, hesident T//,1
p.o4
4)G-r/ fae+l/r
u770/F
€77e f,l
15 NoR"H AYEI{uE .
Rcceived fmm:
_ ANALYTICAL REPORT
Monument Ridge,
Noel Ri ch.rrdson
Laboratory No.
JOHN C. KEPHART & CO.
[flAND JUNIIION LAflOflAIOflIIS
PHoNE: lgro) 242-'1616 0 Fax: <i970' 243-'r23s O GFAND Juilcrtoil, cloloilDo ar'ort
-
LLtr
15815 County Road 3C)OParaclrute, Ctr 81655
FAX q7A--?A5--?C)4?
I 694 wat er
Customer No.
Dete Received
:5/ LL:t/Cr3 3/ 23/ fisDete Reported
Lab number:
Sample ID:
Tcltal Uol i f orrn Bacter.i a
Ni trate (N )Nitri t'.e (N)
Lsb nutmber:
5;rmpler ID:
TotaI Col i f orrn Eacter i a
Ni trate (N)
Ni tr-i {:e (N)
rrq,/1 .= mi I I iclr'--trns
TC Eact
I.Ji trate
Nitr ite
1694 .--\tdel l V39
Cr colonieg/1(r0srl
2.7i1 mg./ I
i:). oO m.q/l
1695./--\
ulel I l.E)
(t coI on i es./ t (:)0rrl1
1 . ?(t mcS/ |
i). Ot) ng/ I
Dntr= tegted;
.'-5/ tCt/t-rj
3/zct/Cts
15/ I t /ct5,
Limit {or
Fublic Drinking Sr-rpplies
mugt be ze'r'o
I r-!. (:) mq / I
1 . Cr mc1/ I
Lirnit for
Purbl ic Drinking Suppl i es
muet be zer-c:
1O. O ng/L
1. r-r ng/L
Method:
st'l ?22?B
ASTMLT-38 67 --9CrB
ASTt"4D.-58 67.-917E
Di rector I E. Etaue+r
pc-rr I i t-er
*ro4/r'r
WELL PERMIT NUMBER o577 -J__-_
DIV. 5 WD45 DES. BASIN MD
'--.a>
'Form\o.
GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
8lE Centennial Bldg., 1313 Sherman St., tlenwr, Colorado 80203
(303) 66&3581 Lrc
APPLICANT
jBock: Fitiq: Sddu MONUMENTRIDGE
APPROVEDWELL LOCAION
GARFIETD COUNTYSE 114 SE 114 Sec{im 18
Township 7 S Range 95W SDfi P.M.
DISTANCES FROM SECTION LINES
I Ft. from South Sec{ion Line50 Ft. from East Sec-tion Line
UTM COORDINATES
Northhg: Eastng:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OFAPPROVAL
This wel shal! be used in such a way as to cause no materlal lnJuryto existirp water dghtrs. The lssmnce of thls permlt
does not aosurs the applicant that no injury will occur to another yested water rlght or preclude anolher owner of a vested
water right fom seeking relief in a civll court actbn.
ttre construaion of this well shall be in compliance with the Water Well Consttrclion Rulas 2 CCR 402-2, unless
appmval of a variance has been granted bythe Strate Board of Examlners of WaterWell Construction and Purnp
lnstallation Contsactorc in accordance with Rule 18.
Appmved pursuant to CRS 37-90-137(2) for the constuqtion of a well, appropriating ground water tdbutary to the
Colorado River, as an alternate point of diversion to the Avalanche Canal and Siphon, on the onditbn thal the well shall
be operated only when the West Divide Water Conservancy Dlstict's substifute water supply plan, appoved by the State
Engin€er. ls in effect, and when a water allotment contract between the wsll ormrer and the West Dlvlde Water
Conservancy Dbtrict for the release of replacement water from Ruedi Reservoir is ln effec't, or under an approved plan for
augmentation. WDWCD oonbact #01 0531 MRHA(a).
The use of ground waterfrom ttis well in combination with Monument Ridge Well Nos. 3,4 and 9 (permlts 56567-F,
56568-F and 5657$F) is limiled to ordlnary household purposes inslde thrce (3) single family dwellings. the krigatlon of
not more han 7,fl)0 square feet of home gardens and lawns, and the watsring of slx (6) head of stock. All use of thls well
will be curtralled unless the water allotrnent contract or a plan for augmentation is ln effec{. This well is krrcwn as
Monument Rldge Well No..31.
The rnaximum pumping rate of this wetl shall not exceed 15 GPM.
The combined average annual arnount of grrund water to be appropriated from all wells operating underthe WDWCD
contracl #010531MRHA(a) shall not exceed 12.23 acr*teel
The ouyner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer. and courl case
number(s) as appopriato. Ths owner shall take neoessary means and precautions to preserve these marftings.
A totalbing flow meter must be inslalled on lhis well and maintained ln good worting order. Permanent records of all
diversions must be malntainsd by the well owner (recorded at least annually) and subrnitted to the Dtuision Englneer
upon request.
This well shall be consfucted at least 600 feet fmm any eisting well, completed ln the same aqulfer, that ls not owned
by the applicant except for a well wiEr permit no. 56582-F (knoum as i[onument Ridge Well No. 18) 6r whicit a 600{oot
spadrg walver has been obtalned.
MONUMENT RIDGE HOMEOWNERS ASSN
% PETER HEINEMAN
19423 N TURKEYCREEK RD STE B
MORRISON, CO 80465-
(303) 697{678
5)
6)
10) This wel! shdl be conshrcted not more than 200 feet from the location specified on this permlt.Fril c-L 2DSonO?-
ST{rE OF COLOTUDO
:E OF THE STATE ENGINEER
,ion of Water Resources
Departrnent of Natural Resources
I 3t3 Sherman Sreei Room 818
Denver, Colorado 80203
Phone: (303) 856-3581
FAX: (303) 866-3s89
h ttri[1s.ater.siate.co.uy'def au I t. htn
Bill Owens
Govemor
. Greg E. Walchcr
Ex.cudle Dircclor
Hal D. Slmpson, p.E.
Stat€ EntlnecrNOTICE :
Your request for an extension of time to complete the well and pqt water to beneficial use for
well permit number 0977 0t' F has been received and rwiewed.
Yo+T..^ h.^t:byp*," notice that the State Engineer has approved an extension of one yurl to. A copy ofthe amended well permit is eirclosed. prease be advised
thatpursuantto Coloradonevised StLtrt. 37-gUl37QXa)G), additionJ oteorioos cannot be
approved.
When water from th9 -1ell has been put to beneficial use for the p.rrpor4rl described on the
permit, a Statement of Beneficial Use must be completed and su6mittea io ttre Division of Water
-egRoseuraes,-{norder fsr+hspern*f+e-remal"+atiW mu$$euse4and-*ls-
officemust receive the Statemint ofBeneficial Use bythe expirationa"t";fth. p"*it.--- -.--
It is the welt owner's respcinsibility to complete and submit the Statement ofBeneficial Use. A
. Well Constnrstion Contractors a^re required to submit their respective reports affirming' construction ofthe well and the instaliatir" "ip*pl"J.dffi;. Wdioo*ers who constnrct
their ownwell a.nd/or install_pumping equipmdnt **t-r"troit these reports. Forms for reporting. constnrction and pump installation are available from the Division of fuater Resources ofir"o.
: If you have any questions, please contact the Groundwater Information Desk ofthis offEce.
,,:
.:
Additiorial forms are available from the cotorado Divisioo oiw.tri R"r;r;;;;in;;r.
Sent to o'wner on (t -'l't'o 1
By, kt
WELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
GRO I.JND S URFA.EffiAii6il DRILLING METHOD Air Rotary
DATE COMPLETED: Zt27t2OO3 TOTAL DEPTH: 140 DEPTH COMPLETION:
GEOLOGIC LOG 6. HOLE DIAMETER(in)
PERF. CASING : Screen Slot Size
Water Located: 105+
Remarks :
t. Filter Pack
Material :
Size :
Interval :
9. Packer Placement
Type :
Depth :
I I. DISINFECTION
t2. WELL resT oala : ( ) Check Box If Tesr DataIs Su@
TESTING METHOD :
Static Level : E9 ft.
Pumping Level : Total
Test Remarks :
Date/Time Measured 2127\ZOO3
Date/TimeMeasured Zl27t2OO3
Production Rate l5
TestLength: 2hours
13.ffi.ft?jffim
CoNTRACTOR, s[iito"'6iirii'
"riling Address : p.O. Box 1059 Phone: (970)927-4152
Lic. No. 1095r\ rirle@te;;G;T;;i,
Weyne Shelton / presideot
rqrts thcrcoq od thl thcy rc tnrc o my
as aclass I nidemctor.)
WELL PERMIT NUMBER 05770/,-F
Owner Name(s): Monu-"n
Mailing Address: 1586 County Road 300
City, State, Zip : parachute, CO. g 1635
Phone #: 97G285-2042
WEII IOCATIONAtsnEiim
FOR OFFICE USE ONLY
APPROVAI_ # GWSS t-9t{3
DISTANCES FROM SEC. LINES30 ft. from South Sec. line
SUBDIVISION : Monumenr tudge
SE I/4 SE I/4
and 225 ft. from East
LOT:
Twp: 7 S
Northing:
FILTNG (UNIT):
Sec: l8
Sec. line OR
3 BLOCK:
Range: 95
Easting:
ET AT TION
Weonesoay, June 10, A.[r4 10:16 AM Raun Sarnuelson 97&947-9448
Pttf IIEITAILATX}{AI{D TEST EF(HT
8TATE OF qX-mADO, SFICE OFITE SIATE El{G[tEEn
U'E.L PETIT ]tTilBB
Homeowne$ Assnol,iEn NAIEG)Monmeff
[c{AsDFiltEp: 9E fi sB r/4.gE-l!-rw9.J- I '
FROTTSEG.I-$EB:yulrlw I .!vrr Er-"'T'- t hffi --Sord[---se"he.ad 50 -Ilfisn East s€Bhe---"rrnffir- @
S[rBDllrl$Oltf, .---" MouocdRidsp 'LOraAOCX-
STREET ATU'E.L
Putnprro&l t'lo-
tbfll
Deafu;teu-E-.nrrpnamD€il| 130' F€d'
;ffiffiffiH- E rro orre Dspfi t-. t{abrrrte hildled EIvoEuq Dadr n--
Fhr gsbr lI$ fi;GMete* ' ---dr SsrH No 4589t4
lr.n*-^*a*h
TdwdDegtl 145'
-.-
El ct.a, bo(, Td datr E elfnasd al SlpCanentaa Foffit
DEl]sEollo]t aype Ctlorox tn t'beo
u,br Crilr/ ilcysb ardabb. EV* @U"
I hare I UE scrErnelE t@ lErill a[d lsEU ttre corileils fEreot I||(l tlat theyse tn'E to firy loE
F,^.'fi to s46on a;;oi flOiO c.n!, r" ,4r, d & stalerstts rsdn cotEttulEs Pcrirrv h trte
Atry€s ild b Prfdr& a a cB f nl*hmrr.l
OO{InAcToB SamrrclsonPrmp a-_lrcr_ ptFrr
Iaflo ^-"o Dett/rr/o{Nsng/rile Pl@t!/P c pit!).-
Raun Smuclson, President
[rF]-:+ilr!:I-{l!-Jr'L--g
ff-vors 2:g_,Fdl-od
@Khd-
Ofiel -
lune 4,20O4
Noel Richardson
1586 CountyRoad 300
Parachute, CO 81635
ATTN:Noel
On March lO,2OO3,a well test was conducted on a well on the Monument Ridge Projea
Well #24. The following information was obtained;
Well Depth t45',
Casing Size-------------7 x 5
Standing water level------- ------89.30'
Total test time------- -4 Hours
Drawdown to ---------- -----------g5.go,
Production is -----..-- 19 GpM
This test was conducted with I Hp test pump. The well recovered back to 90.26' in 5
minutes. The production on this well is moie than adequate for three singl " fuirti ( Lr,/s 3, L *r )dwellings. If you have any questions please call me, Raun Samuelson atbTo-g45-6309.
Sincerely;trn
Raun E Samuelson
Samuelson Pump Co.
P,o. Box 297 o Glenwood springs, co 81602 o (970) 94s-6309 o Fox (970) 947-9449
lll-l^- O..-l^
--
- ..-r- - A- -- -! - - A t l
t770f/F
€77a fF JOHN C. KEPHART & CO.
[flAl\lO JUl\lIIION LAflORAIOflIIS
PxonE: (9ro) 242-'r6le o Flr: (9'rol 243-'1295 I GRAND JuNGTtoN, CoLoFAOo AtSOt}35 NONTH AYEI'UE O
Received from:
Customer No.
Detc Rcceived
_ ANALYTICAL REPORT -
Hanunent Ridge, LLtr
I{oel Ri ch.trdson
15Et5 County Road 3C)()
Farachute+, CO E}1655
FAX 971:r-"itB5-;l1:r4?
td5q4 vrat err
Lab nunrber:
Sample IO:
Tcrtal Ugl i *crm Bacteria
Ni trert-e (N )
Ni tr i t'.e { I'l)
L-rb nltmber:
Sarrpler ID:
Total CoI i.f orrn Eacteri a
tli trarte (frl)
NitritetNi
Laboratory No. _sample
Date Reported
l6s4
-uuel r (-@
0 col sni eg/ l(tt1612.72 mg./I
r:). tJt) nq/l
1695.2---_\F.
llJer r vP
() col on i es/ I rltlrnl
1.2o mg/l
r). (ro ng/ L
Daite testecj:
:l/ l(:)/l-tl,
3/?Cr/Ct3
:i/11,/Lt5
Li mi t Ssr
Fr-rbl i c Dri nki ng Sr-rpp1 i es
mugt h.re zsro
1rJ, () ng/l
1. (t ng/ I
Li mi t forPubIic Drinking Supplies
mugt be rer-o
I O. O mg/l
1.(r ng/L
Method:
SH I'22f8
ASTHfT-3E}67.-9CtB
AS TI',t D.- 38 67 --g t-rB
Di rector r E. Eauerr
3/ lt:t.tLtA 3/23/17]5
mgrl = mi. lliqr.:rrn:; pc-jr' litrer
Q;;::i:
Form No.
GWS-25
APPLICANT
MONUMENT RIDGE HOMEOWNERS ASSN
% PETER HEINEMAT{
19423 N TURKEY CREEK RD STE B
MORR|SON, CO 80465-
(303) 697-0678
/d,e 6/7
APPROVED WELL LOCATTON
GARFIELD COUNryNE 114 NE 1t4 Section 19
Township 7 S Range 95 W Sixth p.M.
DISTANCES FROM SECTION LINES
620 Ft. from North Section Line
920 Ft. from East Section Line
OFFICE OF THE STATE ENGINEER
,c,,o*h9^mppJ3pJlfl *lp,llg^r",wJ*F,EoSesouRGES(303)E6G3581 t --
UTM COORDINATES
Northing: Easting:
ISSUANCE OF TH]S PERMIT DOES NOT CONFERA WATER RIGHT
CONDITIONS OFAPPROVAL
Thls well shall be used in such a way as to cause no material lnjury to existing water rights. The issuance of thls permitdoes not assure the applicant that no inJury will occur to another vested water right or preclude another owner of a vsstodwater right ftom seeking relief in a civil court acfion.
The constuction of this well shall be in compllance wlth the water well constucton Rules 2 ccR 402-2,unless approvatof a variance has been granted by the state Board of Examiners of water well construction and pump tnstrallaflonConhactors in accordance with Rule 1g.
fsfl#,flr:",T:-":::j;.',::l:.19]":q" i:" :1an e:dsfins wer consnusted under permit no. 5656e-F (cancered),
,," *ri "ioi,"XJ# il;;ffi'" #:[ffiQinhan ^^ lh^ ^^-i!4-- aL^1 rL Lffi ffi;il:EA;#;;;:il""Y,T;ff;,"uafar crrnalrr nlaa a^^- ..-r L--a-ffi;Jd;",i""iJ,'lJl"",anr{ llra lAtaal h!.,:/^ l^r^^-- ^-;;;;;;;;'#ffi :::ffi ';'i;#:l:T
trnr{ar an qnnmrrai nta^ l^-under an approved pran for augmentaflon. wDWCD cond rc1'd;;MRHA(a).
s)
8)
5)
6)
7l
4l
*","'""j *,::^lliT:13:,I:-::lln.::TbiTlon with the Monument Ridse wel No. 7 (permit 56s71-F) is limlted to::.*"tli^:T:,Tf"::i:id: y".(2).sinsrefamiry owerrinss, the i*si iii;;;i;;;"'il;;:;;ilfi;:J;
il ,!"';i tii.'leilrlq b" ", Lffi ilE: ffi fi*allalmanl ^^^tlqA ^, - -r-- .^ - -. . -i"-"*ffiffi,iffi
The maximum pumping rate of this wefl shafl not exceed ls GpM.
The combined average annual amount of ground water to be appropriated fiom all wells operating under the wDWcDcontract #010S3'IMRHA(a) shalt not exceed 12.23 aqe-feet.
The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and @urt casenumber(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings.A totalizing flow meter must be installed on this well and maintained in good worklng order. permanent re@rds of alldtuersions must be malntalned by the wellowner (recordeo at teasGnnuaily) and submifted to the Division Engineer uponrequest.
This well shall be located at least 600 feet ftom any existing well, completed in the same aqutfer, that is not owned by theapplicant.
to{tris well shall be located not more than 200 feetfrom the location specified on lhis permit.a a z-o To- 62_
APPROVED
CJE
WELL PERMIT NUMBER O5
DIV.5 - WD45 MD
Flling: Subdiv: MONUMENT RTDGE
STATE OF COLOT(ADO
:ICE OF THE STATE ENGINEER
,vision of Water Resources
Department of Natural Resources
I 313 Sherman Stree! Room El I
Denver, Colorado E0203
Phone: (303) 866-358I
FAX: (003) E56-3s89
h tp/AatersLte.co. uy'defau lt. htm
u1 it bil4r
Bill Orcns
Gorcrnor
Gre6 E. Welcher
Erccutltc Dircctor
H.l D. Simpron, P,E.
SUtr EnEln€ct
NOTICE
Your request for an e:cension of time to complete the well and pgt water to beneficial use for
well psmit number f 7 7 e 0 ''F hasieen received and'reviewed.
You3re here,bygr]en notice ttrat the State Engineer has approved an oxtension of one y""ito
-I"oac 2t , zcc.'l . . A copy ofthe amended weifpermit'is eirolosed. Plcase be advised
that pursnant to Colorado Revised Stttrte 37-got37QXaXD, edditionel extensions csnnot be
rpproved.
Wben water from the well has beon put to beneficial use for the purpose(s) described on the
pernrit, a Stdenrent ofBeneficial Use must be completed and suLmitted io tfr" Division ofWater
o+Reseureos. -+eCerfer+Ueaemit+eremdft#tt+, mu*beused-and+hiy
offioe must receive the Statemint ofBeneficiat Use by the orpiration date of the permit.
It is the well oumer's responsibilrty to complete and submit the Statement ofBeneficiat Use. A
.. Well Construction Contractors are required to submit their respectirre ieporu afErming' @nstruction ofthe well and trre instaliati; ;i;;;;td"eripi."i. rir.ir o*"or wtro construcr
their own well Til* install-pumping equipment mst-sUmit these reports. Forms for reporting' constnrction and pump insta[ation are available from the Division of Water Resourcc.s ofi,ces.
. If y'ou have any questions, please contact the Groundwater InformationDesk ofthis office.
Sent to osmer on (: - tr' o)
'l
By: A'Q
/rt 7 e-
June7,20O4
Noel Richardson
1586 County Road 300
Parachute, CO 81635
ATTN: Noel
On January 7,2002,a well test was conducted on a well on the Monument Ridge Project
Lot#6, Well #5. The following information was obtained;
Well Depth
Casing Size-------- --7 x 5
Standing water level----50'-4"
Total test time--- -----4 Hours
Drawdown to --------52',-7.75"
>12 GPMProduction is -----
This test was conducted with I Hp test pump. The well recovered back to 50'- 5.5" in
20 minutes. The production on this well is more than adequate for two single family
dwellings. If you have any questions please call me, Raun Samuelson at 970-945-6309.
Sincerely;aJ-
Raun E Samuelson
Samuelson Pump Co.
P.O. Box 297 o Glenwood Springs, CO 81602 o (970) 945t309 . Fox (97O) 947-9MB
lAlalar Crrc*aa^ - e^l^^ o^-"!^' 6 '- -t- " '' "
WELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
WELL PERMIT NUIVIBER 055569-F : 5-)7u-r-
Owner Narne(s): Monurrent Ridge HOA o/o peter Heinermn
Mailing Address: 19423 N. Turkey Creek Rd. Ste B
City, State, Zip: Morrison, Co 80455
Phone #: 303-6974678
FOROFFICE USEONLY
ovTy-7 n E
RECBI/ED
DEC 1 0 2001
,ffi*Tffiffi
a.q r\
APPROVAL # cWS314r.03
DTSTANCES FROM SEE.ffi;f NE l/4 NE t/4 Seq t9 Trvp: 7 S Range: 9s w
620 ft. tom Ncth Scc. linc and 910 ft. ton East Soc. line OR Northing: Easing:
suBDMsIoN: Monrmreirt Ridge Lor: 6 BLocK: FILING (uMT):
DATE GOMPLETED: lv20tot TOTALDEPTII gs DEPTH coMpLETIoN: 95
8. Fihcr Pack
Material :
Size :
Interyal :
9. Pacl(cr Placement
Tlpc:
Depth :
tl. DISINFECTION : Tlpc : HTH Amt. Used: 2 ur,.
12. WELL TEST DATA : ( ) Che* Sox lfrest Datals S;bniEm
TESTINGMETHOD: AirCompessm
Staticlrvel: 52 ft.
htmping Level : Total ft.
Test Remarks :
thte/TimeMeasured l0lt6l0l
Date/TimcMeasrred l0ll6l0t
hoduction Rale lGr pm
T€stLrngth: 2hours
Phone: (970)92741n
Lic. No. 1095B8s8h, Co. tl62l
@lcaseTpe c hintl
Shclton / Prcsldcot
Mailing Addrcss : P.O. Box 1059
L-
OR I GI NAL
r revrtwsr, us.rg t9, zr r.t lu. l9 nM Kaun Uamuelson 97G947-9448
ilr.rtcDr'
- PtI,? ITEITAII TENAILTEITnEroEr
TATE OF OOIORADO,OFFICE OF ITE STAIEE}.IGilEN
For(bll.ody
t.wEt-PEilmiltGE| 057700-F
2 OWD{EB t{AilEGD Mouumelrt Ri<lge Homeowncrs ASn ...Hafig Atlttuss 19423 N.Tutcv Gedr Rd Stc B
Cry,OI p Morrl{s-@_t0{6sPlss(fo ) 6qnr*,7a
a @ NE r/+ NE r/t,ceG--J9-np.--3.- s .RgEE-91- w
DSTA}{CES FROU SEC. L.IIEB:620 l fun North Sec. fte. ad 92o_ fr. fiootTEI'AEV East Sc. Ere.-I5cr.rMmurirdLor_gBoCl{_ mI{GG TDlJZ?oq
STHEETADDF€SS ATWET Moornrsrt Ridle \f,cllNo. 5
{PUMP DATA Tvp Submersiblo ttutHmComptfi,Iuno 9,2004-Tffir2PurpPurp llodC No.
Ddgn 5 dBil 14rU_, tP_ -t .\rG 230_, Fu! LmrlAmps_9..6_.
-- Ql' Fest Drq/Corm PiD SLe l-l/4 ._hdls, tcfd - pvcsctrtoPurpffie
ADUItriltlAL lNFOmlAfrcrN FOREIIITIPS GREAIER TIiAT fl, eM:
nnar\E DEvEHTTFE Elror trlenOnr Eor-_
Dalgnllorl frct Nunte d qegE Sftaftsb hchee
s,
Artlo rffi Elv* @ xo oftu Dspm t.-: ltonbrTrrs hsrrtd Elv*EE rro, D€Ft n
Fbwmarr llogSeftll{o .. . 4589783. .
ileer gerc thosan Ca[o]B Aclets*f]B.cimrs Redru 0000
e TEgf DATA-
Total WeI ryt$dc l-wGl
Ilala ihasrcd
E Cn"a, bo( f T€t &tB b q.bmilEd cr Srppterrrmd Fem' Oa0B9t
-Er" -06nqfiIw4
Itm
FEE (ei0
Rfirphg LrrL
Juqe 9.20{J+ -
l5
52.7J!__
?-DNSilITECITX{: Type t$d 112 Gallon
a wer Ctrrdry aldyGb aeth. flvo Eil }.l"
o Fernrlss
lo I het lEl lrE ste!iltmls rlde her*t erd kur ttn cmrsrts tErd, rd tl. ttrey zre tnE b my rutggEFrgra o Sefin 2*1u (13)(d G,H.s, tp rniltg d*e staHrstts trrckr oonsths poriry n ue secorr
dogree ail, b purcfEtlse acB 1 rtsdillcna.l
CONIRASIOR - Saouelsou pump Co.,Irc. ptp;r LroJ_-pgftOg_ tic No, 1050 .UeEAddcES. P-O.Bor297,GlGow@dSDriEgs,CO tf6OZ --
iEnq/fns fleaorypo or p@
Raua Sarruelson, Presideot
Sigrdre ,/)/e V'lrt
tt/.2// @1r.rr
€?.7@€Golorado Department of Publlc Health and Environment
Compllance Monitoring & Data Management Unit
REPORTING FORM FOR NITRATENIIRITE as NITROGEN AI.IALYSES
SAMPLER: PLEASE FILL OUT ONE FORM - FOR EACH INDIVIOUAL SOURCEiPLANT or COMPOSITE SET
YES I I or No I I THESE RESULTS ARE TO BE USED TO FULFILL STATE SAMPLING REOUIREMENTS
*TTVSIRUCflONS/DEHNIrrO,VS ON EACK OF nRn*
PWSID #:COUNTY: Garfield DATECOLLECTEOl 18 IO2
SYSTEM/ESTABLISHMENT NAME: Monument Ridoe Subdivision
SYSTEM ADDRESS: c/o Zancanella & Assts.. 1005 Coooer Avenue. Glenwood Sorinqs. CO 81601
Sheet addresslP.O. Box Clty State Zlp
PHONE:(970)945-5700CONTACTPERSON: Brad Peek
SAMPLECOLLECTEDBY: SPC TIME COLLECTED :l!!!39ell
WATER TYPE: Ix ] RAW (No chlorineorothertreabnent) or CHLORINATED [ ] or OTHER TREATMENT [ ]
LOCAIIONIS): - Address SAMPLE POTNT(S):
DO SAMPLES NEED TO BE COMPOSITED BY I-ABORATORY? YES I I NO t I
LABORATORY SAMPLE # u a s*sa - o r cLtENTNAMEoT tD #?FrNc-r*s c.6:1-r-&
I.ABORATORY NAME ACz LAL''O*OTICS 5^';l-AB PHONE # (92,:) I rq . as +o
DATE RECETVED lN TABORATORY \ /E DATE ANAL\ZED <' ere-Le \..*,
C^l."Uf"; aA o 'l
t-3S 3 ."-- o-€ o,oS
COMMENTS
PARAMETER
NITMTBNITRITE.N S .\ 1O.O
d-EPA (mdu) , t'
METHOD I-AB MOL,F/
-^ l/tW o-Eo't t'lo'sz-
(mg/L) (ms/Ll)RESULT MCI
NITMTE.N
NITRITE.N
S.\
gDL 10.0
1.0 \ .lD . o?_
BDL = lndlcates that thE compound was analyzed for, but was below the Lab MOG.
NT = Not Tested for compound.
mg/L = Mllllgrams per Liter
MCL = Ma:<imum Contaminant Level
Lab MDL = Laboratory Methocl Detection Limit
H = Holding Time has been exceeded
I rZQ, rctt-
Date
MAIL REST LTS TO: Colrcrado Departnent of Publlc Health and Environment, WOCO-CMDM-82. 4300 Cherry Creelt Drive South, DEnver,
co 80246-1530
SOURCE(S):
t-_
tt,0 t
Form No. OFFICE OF THE STATE ENGINEER
fur*7.7o
GOLORADO DIVISION OF WATER R
818 Centsnnial Bldg.. 1313 Sherman St., Denver, @orado 80203
(303) 866-35E1
ESOURCES
MONUMENT RIDGE HOMEOWNERS ASSN
% PETER HEINEMAN
19/lZ3 N TURKEY CREEK RD STE B
MORRISON, CO 80465-
(303) 6e7{678
.."cvJS'2s
APPLICAiIT
8 Bloclc Fllng: St$dlu ITIONUMENT RIDGE
APPROVED WELL LOCATION
GARFIELD COUNTY
NW 114 tlw 114 Sedion 20
Townshlp 7 S Range 95 W Sixth P.M.
gtsTANcES FROM SECTTON LTNES
9@ Ft. frorn North Secton Line60 Ft. ftom West Sectlon Line
UTM COORDINATES
Northing: Easting:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OFAPPROVAL
This wel! shall be used ln such a way as to causo no mabrial lnJury to exlstlq water rights. Ths lssuance of this permit
does not assure the applicant that no injury will occur to amther vested wabr rlght or precluda another owner of a vested
water rlght from seeking relief in a civil court acdon.
The constnrction of this well shall be ln compllance with tho WatEr Well Constuction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examlners of Water Well Construction and Pump lnstallation
Conhactors in accordance with Rule 18.
Apprcved pursuant to CRS 37-9F137(21for Ore constuclion of a well, appropriating ground rrater tributary to the Colorado
Rirrer, as an aJtemate point of diversion to the Avalanche Canal and Siphon, on the condltlon that the well shall be operated
only when the West Divide Water Conservancy Dlstricfs substltute water supply plan, approved by the State Engineer, is in
effect, and when a water allotment contract between the well owner and the West Dlvlde Water Conseruancy Distdct for the
release of replacement water ftom Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD
contract il()1 053 1 MRHA(a).
The use of ground water ftom this well in combinatlon with Monument Rldge Well Nos. 6, 16 and 17 (permits 56570-F,
56580-F and 56581-F) is limited to ordinary household purposes Inslde three (3) single hmily dwellings, the inigation of
not more than 7,500 squars feet of home gardens and lawns, and the uatering of six (6) head of siock. All use of this well
will be curtailed unless the unter allotment contract or a plan for augrnentation is in effecl. This well ls knovnn as ironumenl
Ridge Well ruo.,Jl
The maximum pumping rate of this wellshallnot exceed 15 GPM.
The combined avemge annual amowrt of gmund water b be appropriated from all wells operathg under the WDWCD
contrac{ #010531MRFlA(a) shall not excsed 12.23 aqe-teeL
The ourner shall mart the well in a conspicrnus place with well permit number(s), name of the aquifer, and court case
number(s) as appropriate. The owner shall take n€oessary means and precautions lo preserve these ma*lrps.
A totalizing lbw meter must be instailed on this well and malntained in good rrcrking order. Petmanent records of all
dirrerslons must be maintrained by the well owner (recorded at least annually) and submifled to the Division Engineer upon
request.
This ruell shall be constructed at least 600 feet from any existing well. completed in the same aqulfer, lhat is not owned by
the applicant.
10) This rvell shall be constucied not more than 200 feet from the location specified on thls permlt C€- z-o (f)nOZ-
LIC
WELL PERMTT NUMBER 0577 _._L
MDDM.5 WD45 DES. BASIN
s)
6)
JUN2Iirlrl
sTAfE OF COLOTUDO
CE OF THE STATE ENGINEER
*.,rsion of Water Resources
Department of Natural Resources
l3t3 Sherman Street, Room 81 I
Denver, Colorado 80203
Phone: (303) 855-3581
FAX:0b3) 866-3s89
h tp//water.siate.co. uy'def au I t.htm
Bill Owcns
Governor
Greg E. &lcher
Executlve Director
Hal D. Simprcn, P,E.
Statc Englneer
NOTICE
' Your request for an oilension of time to complete the well and pgt wat€r to beneficial use for
well permit namber 05 7 7 03' F has been received and reviewed.
You are hereby given notice that the State Engineer has approved an extension of one yeal toI uc 't t 7n rl . A *py of the arnended wet[permit is eirclosed. Please Le advised
that pursuant to Colorado Rwised Statute 37-90-137(fXaXt), additional extensions cannot be. approved.
. When water from the well has been put to beneficial use for the purpo$eft) desoibed on the
permit, a Stdefirent ofBeneficial Use must be completed and submit0ed to the Division ofWater
-eflRsseu*ees,-herder{er+o?€mit+eroma@m*s+beuse+and--this- -
offioemust reoeive the Statenrent ofBeneficial Use by the expiration date ofthe pernrit.
. It is the well owner's rasponsibility to complete and submit the Statement ofBeneficial Use.. A
Well Construction Contractors are required to submit their respective ieports affirming' - ' constnrction ofthe well and the instaltation ofpumping equipment. Wett owners who construct
their own well and/or install pumping equipment must submit these reports. Forms for reporting
: constnrction and pump installation are available fromthe Division of WaterResouroes offices.
If you have any questions, please contact the Groundwater Information Desk ofthis office.
Sentto oumer on G - 2q' cj
.i:;
.,
ry,W
June 7,2004
NoelRichardson
1586 County Road 300
Parachute, CO 81635
ATTN: Noel
On February 5,2003, a well test was conducted on a well on the Monument Ridge
Project Well #23. The following information was obtained;
Well Depth -----------l4I'
Casing Size-------- --7 x 5
Standing water level------- ------87.50'
Total test time-------- 4 Hours
Drawdown to
Production is
104. l3'
I5 GPM
This test was conducted with I Hp test pump. The well recovered back to 90.90' in 5- .\
minutes. The production on this well is rroie than adequate for two single family (trtt 7-a /o)
dwellings. If you have any questions please call me, Raun Samuelson at970-945-6309.
Sincerely;z*
Raun E Samuelson
Samuelson Pump Co.
P,O, Box 297 . Glenwood Springs. CO 81602 . (970) 94&6309 o Fox (970) 947-9448
L I WELL PERMTT NUMBER O5?703_F
Owner Name(s): Monument Ridge HOA ,;NoA Richardson
Mailing Address: 1586 County Road 300
City, State, Zip : Parachute, CO. g 1635
Phone # : 970-285-2042
WFII LOCATTON^SN
DISTANCES FROM SEC. L'NES NW l/4 NW l/4 Sec: Z0 Twp: 7 S Range: 95 W
960 ft' fiom North Sec. line and 60 ft. from west Sec. line oR Northing: Easting:
SUBDIVISION: Monumenr Ridge LOT: E BLOCK: FILING (UNIT):
GROUND SURFACE ELEVATION ft.DRILLING METHOD Air Rotary
DATE COMPLETED: t/2tt2ol3 TOTAL DEPTH: 140 DEpTH COMpLETION: 140
GEOLOGIC LOG 6. HOLE DIAMETER(in)
of MateJiat (SEe, Colorl and
IERF. CASING : Screen SIot Size
8. Filter Pack
Material :
Size :
Interval :
9. Packer Placement
Type :
Depth :
ll. DISINFECTION : Type : HTH Amt. Used: 3 oz.
WELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
: ( ) Check Box If Test Data Is Submined On Supplemenral
Air Compressor
Date/Time Measured tl2El2003
Date/TimeMeasured l/Zt/2003
'1".*a-
FOROFFICE USEONLY
APPROVAL # cws3 t-9t43
Production Rate l s
TestLength: 2hours
Phone: .(970)927-4182
Lic. No. 1095
12. WELL TEST DATA
TESTING METHOD :
Satic Level : 90 ft.
Pumping Level : Totat
Test Remarks :
gpm
ft.
tle (Please fype or erlrrQ
\tryne Shelton / presidcnt
Basalt, Co,621
r3.cmstitulcs DGriN itr
9?O -9t? - 94{8Fcb 23 Ozt ()6:14p Rsun SenucIson
Di
\,c]
q,n-1
Io
E
et
dd
a:'
SE
8E
TE
T
stt
fi
N,t-
16.IrlaIJl=io,.
i
I
I
T
Fl[GfiolfrlirrllcllF .ll
E-ill
il*l
_al
s
I
:
\t
\I
I
I IoaA
T
-
'o
tCo
,l/et/ r€i=r(" -
s77o t F
dr?702F
f,7?o€ F JOHN C. KEPHART & CO.
GflAl\lD ItjNIIION LABORATOflIIS
t3S NoFrH AVENUE O pHonE3 (9ZO) 242-76tA O Fax: (97O) 243.?235 a GFAilD JuNcTloN. CoLoFAoo atSOt
-
Received from:
_ ANALYTICAL REPORT -
l'lonltrnent Ridger LLC
NseI Ri charcJson
1585 Countv Rc,aid 3(r{t
Farachute. CO 81635
FAX 971-t*'7Fa--'-l.Lt42
I 439 water'
Customer No. .
Drte Rcceived
Laboratorv
7/ $ir-tTt ?/71)/t:t;],
Detc Reported
Lau Irt..tfliLrE:ir;
Sarnplr* IDI
Total Coliforrn
Ni trartr-'(N)
Irli tr i te iN )
L.-rb riLrrnber :
S<rnp1e IDI
l'otaI trc:Iiftov'm
Nitrate(N)
Nitri t-e* (I.li
t-;ih lrttrnbs:r':
Sarnplsr ID:
Total Col i $ctrn
Itlitrate (N)
Nitr-ite(N)
Bacter i ar
Llacteri.q
Eacter i a
t 4:i? ^urel l Qr9?/3i$A 7:SOFM
0 coloniea/ ltl0ml
t). 73 mg./ 1
Cl. t.lt) mrl / I
144Ct ---v\Wel I \Q.32-l
?,/?r/Qli 4: C)(tFl"l
rj coI on i esl I (-)UrnI
1 . ::i? fie/ I
{:}. {lt-) ffq / I
1441
tllel I e!9?/3/Ct3 6: ()()F'l'l
t:) coionies/l(:x:)ml
i. 57 mq./ I
(1. otl ng / I
D.1te tL,sted:
?/ 6/t-tl
2i tq /Ct=,
!../ / / r-r.:,
Linrit for
f'urblic Drinl.: irrg Sutpplie':;
must be =ero1,(!.(} mq/I
f.ir mglI
Li mi t le,r'
PubIic Drinhinq
murst be Eero
1i). C) mg / 1
1.tJ rng/1
SuppI i es
Li mi t {'or
Fr-rtrIic Dr'irrF:ing
rnlrst be :ero
1C). C, ng / I
r. O nq/l
5r-rpp I i es
l"tethod:
EM 9TT2E
AS-t-t',lD-.58e,7 -9nB
A 5 T'I'l D - *a:Ei b7 - 9 r-.tB
lli rector r B. Batter
rfieil = millir;rams
TC Eact
I,li tr .ite
Irli tr-i te
fr€rr I i tr*r'
l!t, t
Fona No.
GWS-2s
OFFICE OF THE STATE ENGINEER
COLORADO DIVTSION OF WATER RESOURCES
g-tA-Centenirlat Bldg.; 1313 Sherman St, Denver, Colorado 80203
MONUMENT RTDGE HOMEOWNERS ASSN
% PETER HEINEMIAN
19423 N TURKEYCREEK RD STE B
MORRISON, CO 8M6S
(303) 697-O67E
fu,/z*g
(303) 86&3s81
aPPLTCANT
APPROVED WELL LOCATION
GARFIELD COUNTYSE 114 NE 114 Seclion 19
Tovmshlp 7 S Range 95 W Sinh P.M.
DrgTAf.tcEs FRot, sEcToN LINES
1345 Ft. from North Sedion Llne
490 Ft. from East Sedion Llne
UTM COORDII{ATES
Norhing: Easting:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
GONDITIONS OFAPPROVAL
1) Thisw€1 shall be used ln such a way as to cause no maGdal lnfury to eldstlng urator rlghts. The lssuance of thls permit
does not assure the appficant that no injury wlll occur to another vested water dght or preclude another owner of a vesled
water dght fiom seeklng rellef in a civi! court action.
2l The consttrdion of lhb well shall be in compliance with the Water WellConstrustlon Rules 2 CCR402'2, unless apprcval
of a rrariance has been granted by the State Board of Examlners of Water Well Constucton and Pump lnstallation
Contractors in accodance wlth Rule 1E.
Approved pursuant to CRS 3Z90-137(2) for the construc-tion of a well, appropriatlng ground water Mbutary to the Colorado
River, as an altemate polnt of divercion to the Arealanche Canal and Siphon, on the mndition that (he vuell shall be operated
only u,hen the West Dlvide Water Conservancy Distric't s substitute water supPly dan, approved by the State Engineer, b in
effect, and when a water allotment contract between the well owner and the West Divide Water @nservancy Dstric{ for the
release of replacement water from Ruedl Reservoir ls ln effect, or under an appoved plan for augmentation. WDWCO
conaact #01 0531 MRHA(a).
4) The use of ground water from this well in combination wlth ltionument Rldge Well Nos. 10 and 1 1 (permlb 56574-F and
S657$F) is limited to ordinary household purposes inslde tno (2) slngb family dwellings, the inigation of not more than
5,(X)0 square feet of home gardens and lawns, and the waterlng of four (4) head of stock. All use of this well will be
curtailed unless the water allotment contract or a plan for augmentation ls ln effsct This well is known as Monument Ridge
Wetl No.;!!
5) The maximum pumping rate of this well shall not exce€d 15 GPM.
6) The mmbined average annual amounl of ground water to be appropriated from all wells operating under the WDWCD
contrac{ fi)10531MRHA(a) shall not exceed 12.23 aqe'teet.
Tl The ownershall mark the well in a conspicuous place with well permit number(s), name of the aquifer. and courl case
number(s) as appropriate. The owner shall take necessary moans and precautions to preserve these ma*ings.
8) A totalizirg flow meter must be installed on this well and rnainbined in good uorking order. Permanent records of all
- dtuemirns must be maintained by the well ourner (recorded at least annually) and submitted to the Dlvisbn Englneer upon
requesL
g) This rrvell shatl be constructed at least 600 feet from any erdsting well, completed in the same aquifer, that is not owned by
the appllcant.
o5?702
DM. 5 WD45 DES. BASIN
Lo[ ]aBbck Fling Sub<llu iTONUMENT RIDGE
This rydt shall be cons&ucted not more than ZD feet fipm the locaton specified on this permit.
-l-
State E Efn€€r ilt
STATE OF COLOTGDO
CE OF THE STATE ENGINEER
-. r'ision of Water Resources
Department of Natural Resources
I 31 3 Sherman Street Room 8l I
Denver, Colorado 80203
Phone: (303) 856-3581
FAX (303) 865-3s89
http/Areter.siate.co.uVdefau lt.htm
Greg E. Walcher
Executlve Director
Hrl D. Simprcn, P.E.
Sbt EnglneerNOTICE :
Your request for an extenslLqn of tiEe to oomplete the well and prlt watef, to beneficial use for
, well permit rlurmbet O I7 7 02 - F hasieen received andreviewed.
You are hereby grven notice that the State Engineer has approved an cdension of one y*l to6 er"c 'l,l , a?ocl . A copy ofthe Jmended wel[permit'is eirclosed. Please Le advised
that pursuant to Colorado Revised Statute 37-90-137QXaXI), additional extensions cannot be. aPproved.
. When watef, from the well has been put to benefioial use for the purpo;{s) desqibed sn the
permiq a Statement ofBeneficial Use must be completed 4pd submitted to theDivision ofWater
-eflResetrees-heCerfer+o"omitrt€ *emainrrati{ water frer the *e[mu*beuse4andsis-
offi.cemust receive the Statement ofBeneficial Use by the expiration date ofthe permit.
. It is the well owner's respcinsibility to complete and submit the Statement ofBeneficial Use. A ---
,.. Additional forms are available from the Colorado Division of Water Resourcesoffices.
:
Well Constnrction Contractors are required to submit their respective reports afErrring;: construction ofthe well andthe instaliation of pumping equipment. Wett owners who constnrct
their own well and/or install pumping equipment rnust-submit these reports. Forms for reporting
Sent to oumer on $ -7.'t - o9
Bill Orcns
Govemor
.i:j
"l
Bv: fwl(
June7,2004
Noel Richardson
1586 County Road 300
Parachute, CO 81635
ATTN: Noel
On February 5,2003, a well test was conducted on a well on the Monument Ridge
Project Well#22. The following information was obtained;
Casing Size-------- --7 x 5
Standing water level 75',-8.25"
Total test time-------- 4 Hours
Drawdown to 83', - I 1.5"
I5 GPMProduction is ------
This test was conducted with %Hp test pump. The well recovered back to 75' - 4.25" in
6 minutes. The production on this well is more than adequate for two single A*rii d"/s /2 v 13 )
dwellings. If you have any questions please call me, Raun Samuelson at970-945-6309.
Sincerely;H*
Raun E Samuelson
Samuelson Pump Co.
P.O. Box 297 c Glenwood Springs, CO 8l602 . (970) 945{309 o Fox (970) 947-9448
lAlalar Crra*ama ' Calaa C^"':^^ o' t^^L-"-'L:-*
WELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGTNEER
FOR OFFICE USE ONLY
APPROVAL # GWS3 l-91{3
l.WELL PERMIT NUMBER 057702-F
Owner Name(s):
Mailing Address:
City, State, Zip :
Phone # :
Monument Ridge HOA
1586 County Road 300
Parachute, CO. 81635
970-285-2042
7o Noel Richardson
3.WELL LOCATION AS
DISTANCES FRoM,m sE r/4 NE r/4 sec: 19 Tn"p: 7 s Range: 95 w
1345 ft. from North Sec. line and 490 ft. from East Sec. line OR Northing: Easting:
suBDIvlsIoN: Monument tudge Lor: tz BLocK: FILTNG (UNIT):
STREET ADDRESS AT LOCATION
4.GROUND suPsAcE ELEVATION ft. DRJLLING METHOD Air Rotary
DATE COMPLETED: l/2712003 TOTAL DEPTH: 135 DEPTH COMPLETION: 135
5.GEOLOGIC LOG 6. HOLE DIAMETER (in)FROM (t)TO (fl)
Depth Type of Material (Size, Color. and Type)9.0 0 40
000- I 35 Dirt, Rocks, Gravels 6.5 40 r35
7. PLAIN CASTNG
OD (in)Kird Wall Size From (fl)To (fl)
7.0 Steel 0.240 0 40
5.5 Steel 0.t8t 30 95
PERF. CASTNG : Screen Slot Size
5.5 Steel 0.1Et 95 135
Water Located: 95 +
Remarks :
8. Filter Pack
Material :
Size :
Interval :
9. Packer Placement
Type :
Depth :
IO. GROUTING RECORD
Matcrial Arount Dcnsity Intervrl Placcnmt
Cement 5 sks 6 callsk t0-40 poured
ll. DISINFECTION : Type : HTH Amt.Used: 5 oz.
12- WELL TEsr DATA : ( ) check Box If resr Data Is Submined on supptanental
TESTING METHOD : Air Compressor
Sratic Level -. 75 ft. Date/Time Measured l/27t2003 production Rate li gpm
Pumping Level : Total ft. Date/Time Measured lt27t2}O3 Tesr Length : 2 hours
Test Remarks :
13. Hff#$i#ifH",#":f;811
coNTRAcToR : Shelton Drilling Corp. ,- phone : (970) gz7-41t2
aliling Address: P.o. Box 1059 Basatt, 9ltrczt Lic. No. 1095
Ndllitle (Please Type or prinr)
Wryne Shelton / President
Date
3t20t2003
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Wednesday, .June lO, Z0U4 10:10 AM Raun Samuelson 97&947-9448
ilp.5{t'n|
. RtrP nEIAlf Tl(I'l AltD TESI nFOHf
STAIE G COLONADO, OFFIGE OF I}E STAIE ENGXIIEER
Fafr IJG aly
t.wE.t-mmltrGm 057702-F
2 ffi\En }{A,UEF) Monument Ridge flomeomers Assa
rftrfioAddrcd
ory, st zP Mcrtum-CO AH65
PtsE(sa ) *nfirt
a IrEr rlrcATu{ 49 DH|J#D: _
DETANCES FROOll SG LIIGE:
sE i/4 NE 1/4.sr. 19 T'rrp-Z- s .Rnrge 95 w
1345 lL l?qr Nofth Sec. rre. ano 490 fr. fiorn East SeG ItE#
LOr-11 aOcK- fl$OGTNIII iIToZ
SIHEET ADDHESS AT TTE-L ISGAr|ON:Mormed,RidrpWsll#llt
+PI,I'P OATATUT Sub,rncmiblc l]EaldmCompbted June 09, 20O4
tl(}St(l4l2PrrltpRmp lodd No.
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l-714 Es.lGnd PVCSchtOPurp hialre Dsilt r3o' Feot,
f,pITIENAL NFffirrATDpl FOR PIIIPS GIEATEHI}-IAT 50 GPU:
nmEttr DBTvERTY"E EE!€b Een*," Elomr-
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lO I hars t€d fig sugrsts nde hsdn t'd tnff tE carents fErEd, 'ld ffi try are tnt b nty lsnlbdgE
lptnrrrt b Serrior *1U (IOFD C.R.S" tp tnalttr d Be staHrs3r hseh oonsinrcs peduy h the sooqr
dryBe aU b plrf*aUe aE a cbss 1 rlstbrncrs-l
C6flRACTOR Samuelsonhrnp.Co.,Inc. -. p6grp (21g;._g$a}W _tie No._!gIg.
Uattg AddEss P-O- Box 29r'Gloowogd..$finesi CO tl=6oz
l@rlao P!3*etyp3 c p@
Raun Samrrclson, hesidcnt %G I,r3
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lf_
IPF
We appreciate the opportunity to work with you on this project. lf you have
questions, please call.
Very truly yours,
MONUMENT RIOGE, LLC
MONUMENT RIDGE ROAD
cTL I T JOB NO. GS-3893
szzi, FgrzzozFg7rag f
135 NoFrH AYErrtuE
JOHN C. KEPHART & CO.
[f;Al'lO JUt\lIIION LABORAIORIIS
0 PHO'{E3 (97g) 242-7f31A 0 Far: <9'rol 245-7235 0 GRAr{o JuitcrroN. ColonAoo 8t50t
Reccived fmm:
_ ANALYTICAL REPORT _
I'lonrrment Ridgr", LLC
l.loeI Ri charrlson
7'Jts6 Cauntv Ftc,ad 3{tt)
f:'arachutt-e. CO t3 16:i5
Ff+X 97 1-r-{lB=J-^'!Lr47
i jl39
Laboratory No.
warter'
Customer No.
Date Received
Sample
21 ,4, i t-tl!,?/ ?t'-t/ Ct:-
Date Reported
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La'u I'rl..tfriLrg*r' :
Saorple ID:
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Sarmple ID:
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Limit for'
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murs't be Eelro
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AS'I'Pt D.- j;B 67 -r? i_tB
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Di rector : Et. Etar-ter
\
r No.
,.,2t
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
5)
6)
7)
8)
e)
10)
X.2 t/r/7
(303) 86G3581
APPLICANT
Filing: Subdiv: MONUMENT RIDGE
MONUMENT RIDGE HOMEOWNERS ASSN
o/o PETER HEINEMAN
19423 N TURKEY CREEK RD STE B
MORRISON, CO 80465-
(303) 6e7-0678
APPROVED WELL LOCATION
GARFIELD COUNWSW 114 NW 114 Section 20
Township 7 S Range 95 W Sixth P.M.
DISTANCES FROM SECTION LINES
1620 Ft. from North Section Line
M5 Ft. from West Section Line
UTM COORDTNATES
Northing: Easting:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material inJury to exisUng water rights. The issuance of this permit
does not assure the applicant that no lnjury will occur to another vested water rlght or preclude another owner of a vested
water dght from seeking relief in a civll court action.
The mnstuction of this well shall be ln compliance wfth the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of E:aminers of Water Weli Conskuction and Pump lnstallatlon
Contractors ln accordance with Rule 18.
Approved pursuant to CRS 37-90-1 37(21 for the construction of a well, appropriatlng ground water tributary to the Colorado
River, as an altemate point of diversion to the Avalanche Canal and Siphon, on the condition that the well shall be operated
only when the West Dlvlde Water Gonservancy Dlstrlc{s substltute water supply plan, approved by the State Englneer, is ln
effecl, and when a water allotment contract between the well owner and the West Dlvide Water Conservancy District for the
release of replacement water from Ruedl Reservolr is in effect, or under an approved plan for augmentation. WDWCD
contrac{ #01 0531 MRHA(a).
The use of ground water from this well in combination with Monument Ridge Well Nos. € 1 3,;!1!-and 15 (permits
56576-F, 56577-F,56578-F and 56579-F) is limited to ordinary household purposes inslde four (4) single family dwellings,
the inigation of not more than 10,000 square feet of home gardens and lawns, and the watering of eight (8) head of stock.
All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is
known as Monument Ridge Well No_..31.
The maximurn pumping rate of this well shall not exceed 1 5 GPM.
The combined average annual amount of ground water to be appropriated from all wells operating under the WDWCD
contact #010531 MRHA(a) shall not exceed 12.23 acre-teet.
The owner shall mark the well in a conspicuous place with well permlt number(s), name of the aquifer, and coud case
number(s) as appropriate. The owner shatl take necessary means and precautions to preserve these markings.
A totallzing flow meter must be installed on this well and maintained in good working order. Permanent records of all
diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon
request.
This well shall be constructed at least 600 feet from any existing well, completed in the same aqulfer, that is not owned by
the applicant.
This well shall be constructed not more than 200 feet from the location specffied on this permit. @ ?-o,-1_1.6 o?-
WELL PERMIT NUMBER
DIV. 5 WD45 DES. BASIN
DArE rssuED JUtl 2 I io,o* Dff JUt{ 2 1
05770L
l.e a
STATE OF COLOTUDO
CE OF THE STATE ENGINEER
s'vision of Water Resources
Department of Natural Resources
I 313 Sherman Street, Room 81 8
Denver, Colorado 80203
Phone: (303) 865-3581
FAX: (303) 86&3589
hup/Ap.ater.state.co.uy'defau lt.htm
Greg E, Walcher
ExccutlvE Director
Hal D. Slmpson, P.E.
Stat€ Endneer
NOTICE
Your request for an extension of time to complete the well and pqt water to beneficial use for
well permit mamber F77ol -F has been received and reviewed.
Yorr are hosy giyen notice that the State Engineer has approved an extension of one year to
.Jl+t- ,r,'/.Ao'l A errnrr nf +ha ornandarl rrrall-rterrni+'io ahnl.roarl Dlaaoa ha orltri.Jr+an- Lt,',' Jr+tr- Lt )'Loo't . A copy of the amended well permit is eirolosed. Please be advised- - vvP t vr v{ yvarau
that pnrsuant to Colorado Rerrised Statute 37-90-l37QXaXD, additional extensions cannot be. approved.
When water from the well has been put to beneficial use for the purpose(s) described or the
permiq a Stdement ofBeneficial Use must be completed and strbmitted to theDivision ofWater' M{e@+vater-*em+Ue*etlm*s+beuse4and-this- "
office must receive the Statement of Beneficial Use by the expiration date of the permit.
. It is the well ownetr's resp<insibility to complete and submit the Statement ofBeneficial Use.. A .--
. Well Constnrction Contractors are required to zubmit their respective roports afiirnring' construction ofthe well and the instaliation of pumping equipment. Weit owners who construct
their own well and/or install pumping equipment must sub-mit these reports. Forms for reporting. oonstruction and pump installation are available from the Division of Water Resources offrces.
Sent to owner on 6 '7' S 'e9
Bill Orens
Govcrnor
.,
By, tl '44
June7,2004
Noel Richardson
1586 County Road 300
Parachute, CO 81635
ATTN. Noel
On February 5,2003, a well test was conducted on a well on the Monument Ridge
Project Well #21. The following information was obtained;
Well Depth -----------176'
Casing Size-----------7 x 5
Standing water level------- ------118' -7"
Total test time--------------6 Hours
Drawdown to 134', - 8.75"
20 GPMProduction is
This test was conducted with 2 Hp test pump. The well recovered back to 124' -1" in30
minutes. The production on this well is moie than adequate for four single family (t"/t
dwellings. If you have any questions please call me, Raun Samuelson at 970-945-6309.
Sincerely;ad-
Raun E Samuelson
Samuelson Pump Co.
P.O. Box 297 o Glenwood Springs, CO 81602 . (970) 945-6309 . Fox (970) 947-9Ma
lal-L-- t\, --L---- - ^ - t
/q /r, t/,y/\
W]ELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
FOROFFICE USEONLY
APPROVAL # GWS3 t-9t{3
l.WELL PERMIT NUMBER 0s7701-F
Cwner Name(s): Monument Ridge HOA
Mailing Address: 1586 County Road 300
City, State,Zip: Parachute, CO. 81635
% Noel Richardson
Phone #: 970-285-2042
3.WELL LOCATION AS
DIsrANcEs FR.M ,rffi sw r/4 Nw l/4 Sec: zo rwp: 7 s Range: gs w
1620 ft. from North Sec. line and 445 ft. from West Sec. line OR Northing: Easting:
SUBDMSION: Monument Ridge LOT: l4 BLOCK: FILING (tlNIT):
STREET ADDRESS AT LOCATION
4.GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary
DATE COMPLETED: 1130t2003 TOTAL DEPTH: 175 DEPTH COMPLETION: 175
5.GEOLOGIC LOG 6. HOLE DIAMETER(in)rRoM (r)TO (fl)
flepth Type of Material (Size. Color. and Twe)9.0 0 40
000-r 75 Dirt. Rocks. Gravels 6.5 40 t75
7. PLAIN CASINC
OD (in)Kind Wall Sizc From (fl)To (ft)
7.O Steel o.240 0 40
5.5 Steel 0.1 88 3l il0
PERF. CASING : Screen Slot Size
5.5 Steel 0.ltt lt0 t75
Water Located: I l0 +
Remarks :
t. Filter Pack
Material :
Size :
Interval :
9. Packer Placement
Type :
Depth :
IO. GROUTTNG RECORD
I\,hlcrirl AIIDunt Dcnsity lntcrvrl Placcnrrt
Cement 5 sks 6 sallsk t0-40 ooured
ll. DISINFECTION : Type : HTH Amt.Used: t oz.
12. WELL TEST DATA : ( ) Check Box If Tesr Data Is Submitted On Supplementat
TESTING METHOD : Air Compressor
Static Level : 95 ft.
Pumping Level : Total ft.
Test Remarks :
Date/Time Measured ll30l2003
Date/TimeMeasured l13012003
Production Rate l5 gpm
TestLengh: 2hours
l3- !ry..!i{-q!srpo'-' cmsttrxcs pc1l[y rn thc sccmd dcgrcc ad is Bmi$$lc es e clsr I inis&meqf.) -
coNTMCToR : shelton Drilling corp. phone : (970)927-4182
_.f1ltlt Address: P.o. Box l05e Basalt, Co.S*62t Lic. No. 1095
NlTitle (Please Type or Print)
Wryne Shelton / President
Signature Date
3t20t2003
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wednesday, June 18. Ztru4 1U:1O AM xaun uamuelson I /U-U4 / -V44U
RM NETAI.IJAI(TT ATO IETT NBffiT
gT tE oF coloR DO, (rECE OF fiE gr,tlE EtlGllER,
WELPENTT} T,EER
Homeoumers Assn
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-i 6r[:n m *Ils[r= E". T,:l1I- t ffi, =#ry.::I"r'-r'!-o M-,-.d,Ridg" 'IOTJLII.oCK-
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melhffir@rntrgld Juno 14' 20M
PuqrllodElNo. - 13GS10412.- '
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riffissrH w 458p.7il .
ECt g. bo( tr Ted {Fr' b s.arri6ed at qJpplsr:ntal Fanrl
Irate Junc 14' 2m4
Tc! w€l oef,i l7C
$e 1av€l rl$7
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I har€ toa(! tE 3r4el|sl3 flffi hot€trl td lspr tp ccrrenE futEd. anll lEl firy ae lnE E my rrr
In;grsr b s€crim fi;d 69iilcnsi" T1"* d*e staterrlts h€rGln cmsf ias Pqiuv h tB
;i"gl€e atd b plrstEUe a a cE I nrscbrnau't
Itrrrfrae F'b*e tYPe or P]lO
Rarm liamuclson, President
Monumeat
'r,s Suhmc'rsiblc
-. ,?-
t65r Fodr
Erl ffitetse hcfiE
t5
Rersfs -
ry*
-zzi, rgzzozF
f,77a5 r JOHN C. KEPHART & CO.
GflA|{D JUNIIION LAflORATOf,IIS
135 NoFTH AVExuE o PHONE! (970) 242-76t4 0 FAx: (97(,1 243-7233 0 GFAr{D Jut{cTloN. CoLoiADo al50t
-
Reccived [rom:
- ANALYTICAL REPORT _
l'lonurnent F:idger LLC
l.lsel Ri charclson
1586 Ccruntv Fleeid 3(){-}
Farachurt-e. CU [3163Ij
F11X 97 (.t-'2BA--')t::t42
1/+39 t rart gr'
S"rnpt.Lahoratory No.Customer No,
Date Received
21 4, j t-tti ?/;::1'-t/Ct:1
Dete Reported
LaU ,rt..trrLrE'ir';
5ao'rpIe ID:
Total Coliforin
Ni tratn (N)
I.li tr i te (N)
Bacter i g
l-r*b rruirnher:
Sarnple ID:
l'i:'h-ai tro1i f c:rrn
Nitrate(N)
Ni tr i ttE ( l.l)
Bacteri.r
L.ah rrttrober:
Sampler IDs
TotaI CcrIifc.rrtn
Itlitrate (l'.1)
hlitr-i te (N)
[racter i a
mcgil = miilir;ranrs Per
TC fr.:rc t
,.li tr .ite
l.litr-ite
1rlli? ---
wel l @297/3/Ct3 7: SC)PH
t-t coI onies/ ltlt]tml
{t. 73 mg./ I
O.(1t) mq/1
144(r ftt(rlel I \t3.?./
?/5/t3 4: CrCtFl'l
i-r coI on i egl I t:x)ml
1 . .5E nct/ I
(-). i:x:) nrq / I
1441
trlel I &';:,7/5/ Ct:\ 5: t:,()F lvl
t) col r:n i esl I ()(irnl
?.57 mq/l
i-). r:ro ng / I
l*inrit for
frutbl ic llrinkirrc St-tppI ies
must be =ero1(t. t:r mq / 1
1. O ne/l
Limit {or'
F'citrlic Drinlling
murs'L be Eero
1Lt. () mq,/I
f.i-r ng/l
5juppl i es
Limit for
FubIic Or-iriF;ing
mr-rst be serr-:
LC). (:, ng/I
1. O mgzlI
Sr-rppI i es
Fle*thod:gH 9Tf2E
frs-f PID-'-a:g 6'7 -qitB
A5.I.I,t D._
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lli rector : E. Batter
1 i te:r'
D.rt e testecj :
]/ 6/ l_t:l
2i t? / {-t7'
1/7 ir)-1,
-vv! va.-! am
Form No.
GW$,25
4l
o
6)
MONUMENT RIDGE HOMEOWNERS ASSOCIATION
1586OOUNTY ROADSOO
PAlfiACHUrfE, CO 8103$
rcqucd.
IiPIE Edled panrm rrca 5lffi70.F & 5i75aof. ueIE pnatfousv ls$ed frrttb lot.
NorE PerE€'lrlenufrcationNtmber(put} z+240i1'10440flM
NOTE: AssessorTaxSdredde NumDs: R008688 (Mllxc E0.08 acres)
y' o-. a--
o 6r/tt./g-ooT
OFFICE OF THE SfATE EUOINETN
9"otgm9*?,rYlHl"osgrwd[EsFEsouRGES
(sxr) 800€5cl
APPLICN.IT
L* I Blodc
APPRO\CD WELL LocATloN
GARFIELDCOUNTYNE 114 NE 114 Sredbn 19
ToYrnstrip 7 S Range 95 W SDfi P.M.
prsrAr{cEs FROM SECnoN UNES
74 Ftfrorn Norh SecfonLhe
290 Ftfiorn East Sedlon Lhe
(e7ol28120/,2 UTM COORDINATES
N,orthirg: Eaethe:
ISSUAI{CE OF THIS PERITITT DOES NOT COTiIFER A WATER RIGHT
SONDTNONS OF APPROVAL.
THs ne[ shdl be used in suctr a ryry as b caurE m nubrL{ lirry b edsfitp 'rrabruigttE- Tha bflIanc. dftb permit
docs not aisura tle app[cant trd m ln1ury will ocorr b anofirer vesbd urafur dght or predude ands otmq d a ve&d
wfrrdgmmmsee@ IEIef [r a dYll couiladhn.
Tl," conotrrgon d tds udl shal be kr cqnClance uiu trc W#r WeI Constucdm Rules 2 &R &'4 utrlcs8 aplovat
qt a 16riarco trg3 6pen grantcd by lhe S[ab Bo*d d Enmrhen of WderWe[ @nsfirdon et!.! Rmp lr6dhllon
Cordracbtsh md*mu,f,h Rulc 18-
Applsv€d pursr.wrt b CRS :}74G1fr(2) br the constrrctim of a rell, apgopddns grcurd uaEr tihdary b the Cobrado
RiJcr, ag an anemt poLrt of dver$on b the Avalanchs Canal and Slphon, on the ondtbn trat tls tldl chdl be operaled
onryl ffir Ur WGst D:n ide W#r Consgyanoy Eletrlcf,s stbs8t b tiater suppty pEn. appto\rcd_by tE Szie Englrrer' b h
efied, and rrhan a wabr atomeil contact betreen fie wet owner and tre WeGt th,idl Wdar @muvarry Dtstid ior fie
rde; d rephaeflterl urfffrom Rued Reeerwh b h efrcof, or ulder tr ryr"d flan for augmentaiHu WD!'I'CD
conhct#Ol053l-mfWaL
Apgrorrcrl for the lnilalhton of a punp lnr and trc ure of, ar odsilng uuet. gdtdtcbd m DecernDer lE, 2003. b a dcp0h
of lzOlbe( tnder Perntm.5l62&F.
approveO 63 arilslqt e rcddenlbl rfb qf T3Taolqs)dsocribcd a! bl6,lrbrnEh RldlesubdvHon,Gadleld Oouty.
The nre ol gmrnrt u,atgrfrom tils uslt b trdted b odrury tpusehold pnposee 'rnida mc (1) Ctglo Emfy dud[ne. tlg
111gahtdrr,t rnoregran2500sqJrreEctOOSTof an mc) dhonngadensand lati'ns..tdtleutalellng ottxo hed
or nrcdoclc" At tro oI tds'wcl xril be GrnalEd unles the rrabr aloonent conbect or a can frr angntenHon ls h eftct
Ttrb wel ls lapwn ar lrlanumenl Ridgp We[ no. E
4 The madmum ptmdng raE of ttb xrdt sttdl mt ocecd 15 GPltL
S) Tfc arprage anrual anulrt d grulrd ur&r b bo appuprtateO sttall nst eNGeed 0.61 acreftd (19E,7'68 galom)'
g) Tt1g oufir shall mf,t tE urelt h a srsp*;lpus phOe rdifr re[ pemril rumber(s), nann of the a4trfor' and coud case
nrrrter(E)3gappoplaE. Tlpounerstraflbtenresyfireansardp[Hfionebpes*vtthesema*fuEs
10) TtJs wel ohdl bc conshleled rpf nre tlan 200 bd liorn tha tocattrn cpecfficd on hls f€m*t
tl) Aobfidrp fory nr#m.lstbe irdalled m thbue[ and maiddned h goodmd*rg ot&r. Pe]mamntrccods ddl
rfrseionsmrstbg nrfu6ed rytlewef, flmr (recotded athadannualu)ad sr&rfted btle Oivi*rn Englneerupon
WELL PERtllT NUilBER 6{z15 -F -
DIV. 5 WD4I' DES. BASIN MD
*-,* Z aalizlJ
f.SE-fJi--r-]riEJi
47Wa
€tttt
Form No.
GWS.25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
818 Centennhl 889., 1313 Sherman St.. Denver, &lorado E0203
(303) 86e3581
APPLICANT
MONUMENT RIDGE LLC
1586 COUNTY ROAD 300
PARACHUTE, CO 81635.
(713) 703-21e0
WELL PERMIT NUTIBER 57520 .F .
l^fr-lA 4/r)
Lot 8 Blodc Filing: Subdiv: MONUMENT RIDGE
t-
APPROVED WELL LOCATION
GARFIELD COUNTY
NE 114 NE 1ll Section 19
Township 7 S Range 95 W Sixth P.M.
DISTANCESfROM SECTION L|NES
740 Ft from North Section Line
290 Ft. from East Sectturn Line
UTM COORDINATES
Northing: Easting:
1)
2l
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shalt be used in such a way as to cause no material injury to existing water rights. The issuance of thls pcrmit
does not assure the applicant that no inJury witl occur to another vested water right or predude anoffter owncr of a vested
water right fiom seeking relief in a civil court actlon.
The construc{ion of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has bcen granted by the State Board of Examlners of Water Well Construclion and Pump lnstallation
Contractors in accordanca with Rule 18.
rproved pursuant to CRS 37-m.137(2) for the construc{ion of a nell, appropriating ground water tribubry to the Colorado
,ver, as an altemate point of diversion to tfte Avalanche Canal and Siphon, on the condition that the urcll ehall be operaled
only wtren the West Divide Water Conservancy Districfs substitute water supply plan, approved by the State Engineer. is in
efiecl. and when a water allotment contrad between the well owner and the West DMde Water Goneeryanc,y Districi for the
release of replacement waler from Ruedi ReEervoir ls in effeci, or under an approved plan for augmentation. WDWCD
contraci #01 053 1 -MRFIA(a).
The use of ground water ftom this well is limited to ordinary household purposes inside one (1) slngle famlly dwelling, the
inigation of not more than 2,500 sguare feet (0.057 of an acre) of home gardens and lawns, and the uratedng of trvo head
of tivestock. All use of this well will be curtalled unless the water altotment contracl or a plan for augmentation is in efiecl.
This wellis known as Monument Ridge Wdl no. 6. -
The maximum pumping rate of thisurell;E[6-exceed 15 GPM.
The average annual amount of ground water to be appropriated shall not exceed 0.61 acr+foot (198,769 gllons).
The owner shall marli the vrell in a conspicuous place vCth welt permit number(s), name of the aquifer, and court casE
number(s) as appropriate. The ourner ehalt take necessery means and precautions to preserve these markings.
This well shall be construded not more than 200 feet from the location spedfred on this permit.
A totalizlng florrr meter must be installed on this well and maintained in good rvorking order. Permanenl records of all
diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon
4',)
5)
6)
n
8)
e)
request.
NOTE: Eryired permit no. 5657GF, was previously issued for this lot.
/t- z-- z--
a zA.eiaaj
*rr*x za.^hJAPPROVED
DMW
WELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATEENGINEER
GEOLOGIC LOG
Water Located: 75+
Remarks :
t. Filter Pack
Material :
Size :
Interval :
ritte lPtea-effiffiiif
UYrync Sheltoo / president
WELL PERMIT NUMBER s7520-F
Owner Name(s): ,
Mailing Address: I5E6 County Road 300
City, State, Zip : parachute, CO. g 1635
Phone #: 970-2E5-ZM2
wrl t t oclrrorrt ls nnilffi
FOR OFFICE USE ONLY
APPROVAL # cWS3 l.9t{3
DISTANCES FROM SEC. LINES750 ft. fiom North Sec. line
SUBDMSION: Monument Ridge
ll4 NE t/4 Sec: 19
fl. from Easr Sec. Iine OR
LOT: 8 BLOCK:FrLrNc (r.tNrT):
ro (ft)
9. Packer Placernent
Type :
Depth :
ProductionRare lS tpm
TestLangth: 2hours
talcocotr
(970)9274tt2
r 095
NE
and 250
Twp: 7 S
Northing:
Amt. Used: 4
Range: 95
Easting:
w
G RoUND S I.IRFA C E= LE v A}16T DRJLLING METHOD Air Rorary
DATE COMPLETED: tZilBtzOO3 t20 DEPTH COMPLETION: tZO
PERF. CASINC:Screen Slot Size
II. DISTNFECTION :Type : HTH
t2. WELL resr o71e : ( ) Check Box lfTest O"t"@
TESTING METHOD :
Static Level : 70 ft.
Pumping Level : Toral
Test Remarks :
Air Compressor
CONTH.ACTOR_;,-*a*
ft.
TOTAL DEPTHI
Date/Time Measured t2t tt/2003
Date/Time Measured l2t ltt2OO3
42
t0
ft.
62t
t2n9t2003
42
rsD€ E t cltst
lling Corp.
P.O. Box t059
ta
g
E
t\
a
A
E!C.
E
EifJ'E
='E
weonesoay, .June 1O, axr4 1U:16 AM Raun Samuelson 97&947-9448
ilD.taDr'
. Ptf IEYTA1.I.',ATI(!N Alif) TEiT ffiiOfrr
$TAIE oF COTJOFADO, OFFEE OF I}C 6TATE ETITNEH
ForGtJr dIY
t.U'ELPEMIT][TGB 61205 - F
2 OUU1!En M,llE(E,Monrurent Homeowners Association
ilefrgArrrrts 300
cry.8r4 Palchutac0 81635Ptsp(c?o) zts-zotta
a @ IiIE r4.NE r/+sec.-Ig .np.--l- s..BarEB 95 y
DFTANCES FROII 8EG 15E8:7N t turr Norit 8e. he. md 2W It fistt East Ssa EE
-
--- 151rmuf .,E-s-f
l.C}r-g B.oClt- HLNGGJIII)-II3$
STREET U-uot'cruacpWsUNP'e . . '
+Sub,msrsiblc fEal'uon Gomded Jrm 7,20Mffii-Ptmpr/bdel No-ve--23L Fdlt-odArnps 9Ji_.
PVC Sch E0
hcrE,
Prfip
DesEn
Prrnp htale
MrnrberdStagsg_Strdl rtso
5.Ailr,ffiEi*Elrrc orfrom6t,ilmlrTttohsta[ed Elv*Eilnq Dennhfi.-
3420794FbwIfrHmC t{asFrMetE" lreterSeftl t{o- 342W94 .l;'R"J;h ^".".in
G
15 GPM -E4.64'
--:
TESI DATA.EGt,"or. bo. ilTdrIla b cDrItEd an Srpplerurd Forn
IraE llme 7.2004 -
Tdalwdl lreilt 120'
ffiLevd 70.sYDeHErcd O6l07tlJn4.
Tinn
FaE (BPilD
Rmphg Lvt
7.DE$.lFEgItO[t Type tGd ll2 Gallou
a w# orily ildr/sb araEh. Ev* Eil r,ro
o M
I har led nre $aBmlm lr$ hgtt ad laril lhe ccrEnts ftscd, rd H trry ze tnE to my tcorlbag
Ipugrril b Sectim ?/4+104 (lSX4 C.RS., UE rEl(rE d& stalem3n0s rerah corlstth.B wsty h lhe sacr
osgrce and E Purlslde a. crs I rl$5tnsr.l
Oq1fiRASTOR Smuelson Pump Co.,Inc. phoru tgzgJ_2a5{309_ tb No_L050 .
Ia[rg S6B9 P-o- Bq A7' Glcowood Spriaes' 90 tl6(z .
NgtEfixo(Pl€etyPgaP@
Raur Smuelson, Presided TZ<L D6 ,./
'//oq
O[B. -.
December 29,2003
Noel Richardson
1586 County Road 300
Parachute, CO 81635
ATTN: Noel
On December 22,2003, a well test was conducted on a well on Lot 8 of the Monument
Ridge Project. The following information was obtained;
Production is --- 20 cPM
This test was conducted with %Hp test pump. The well recovered back to 72.00' in 6
minutes. The production on this well is more than adequate for one single family
dwellings. If you have any questions please call me, Raun Samuelson at970-945-6309.
Raun E Samuelson
Samuelson Pump Co.
P.O. Box 297 o Glenwood Springs,'CO 81602 . (970) 945{3@ o Fox (970) 947-9M8
Ilr-L--l-.-L-.--- ^-,
Sincerely;4
u6/ ta/zgu4 u7 : Z{ ldAtr4+-
Fsm hlo-
GW925
OFFIGE OF THE STATE ENGINEER
MO}.IUMENT RIDGE HOMEOWNERS ASSMIATTON
1586 @Ul,frY ROAD 3m
PARACHUTE, CO 81G}$
COLORADO DIVISION OF WATER RESOURCES
0l8-Canfulid Ekt;tAfS Ssman SL, Etrnrcr, Golorado8()2Gl
(3C)tC&35E1
APPLICAI.IT
epPRovspulFr LocATloN
GARFIEI."D COUNTYSE 114 NE 114 Srecilon 19
Tourshh T S Ran5 95 W Sixth P.M. .
DISTA}ICES FROM SECTION LINES
?2,7O FLfironr North Secton Lhe
1200 Ft frorn EEt Seclim Llne
(s7or28,*204;2 UTM COORD]NATESNorlhhry: E*tittg:
ISSI.JANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
COiID lTlONS OF APf Rfl'AL
Thh rrs[ Gtlall be gccd in edr a uray ss to Gause m m€[eda[ hlury b dstiry urdsr rlghts. The ksuance dlftts permlt
door rpt assgro tp apptqrt lfid no lnjury wll occur b ano0uf Yested water rtht or prschrle enoiher ourer of a webd
nratcr rfgm fiom sedtitg lelef h a dvl oul adion.
Thc constuc0on d trb uE[ E rel be h cotnptiiloe $lh the WaE] We[ @nsfiucffir tules 2 CIR 4@-a udess .PProtal
d a narlarro tras been grured by Ore $ab Bo6rd of E:tan*ren o, Wabr Wel Constr.lclion attd Putp lruhlhdoo
Codredrt h aooodate utUr Rde t8.
Approtcd prannt b CRS 37-9}1tr P) futre oon*ucfion d I rue[. apptt pridtp glotlntl urater ttu0ry b tp Colotdo
Ri rer, as a:r allcnrde polnt d .ntersbn b [re ArrabrEhs Cartat ild Slptpn, on the cord0on ftst tte ue! cful be opered
onlywtpn 1;e$estDivlb WabrOomervancy D(tffifssuffitrtetuersupflyplar, app\Ed byftFStatc Etgheer. is h
gtbA ardutp" aw#ralbtnertcodr*t betvrpsntheurslonrsand tto W€$tDM.bWe ComervdlcyDls0ictfurthe
rdc.se of Gdacement rabr frs1 Rued Recennb b h efiect or undet an aPPtot sd pbr for argrrErEfbn. WDWCD
ontlact #01 0681 trffi llA(a).
Appmrrcd brthe hfilat<m da prrnp tf and trc usc of, an adstm wel, consttrcied on Dember l7,ZJ/J1,b a @ttt
of 116 Eot, umbrpsr$ rc.56ii72f.
epprsrpO as a lyC m e rrsiderffal siE of I 3.E ase(s) dessib€d as bt 11 . fronument RHSB Sub.Ivlsbn' GIxIbld @ulty.
The gsoof grorndrgtorfrrmihiswsllb limtbdbodlnarylroutdpld grporcshsUedE (1)Cngbfamllydwetlng.th.
615afion of lrd rnole tran a5OO sqrarc Get d gnrders and lawns, and Ute wdedtE of trc hc.d of hrcsbck Al lre d
tit urel wll ba oltailed unlm the u& attilment conbacl u a plan br aqmanbli,on b h sffed. Th[r udl b lnonn as
trlonrnern ni{ewcfl tD. E.
Thc rrarinwr ptryhg rab of ttb wslt shell rpt fficd 15 GPtit
Tho avorage stnud amourt d grom.t uraier b be appropilated Eha[ ]pt resd 0.61 acrefot
The orn* shC rmil trc wll h r compbrcLr3 phce rffilr well pemlt rumber(B), nsns of the aquiEr, ild court case
nrnE(s) as appmpri*. Ths wnsr *dl tskp nec*sary ,neeB and prccau0olts b proserw trse nertdngE.
Tl& urel draf be cqsted rptrpretlun 2m fretltdn the tooaton speciled on tis Pertntt
A blapm flry ]ndEr rnst be irsrled on ltfs wel and rndrblned h good rcrltip ordcr. Pemaneil rcooda of d!
rhrcrsbno mugt be rrinr0silred by thc udt orvncr (reconted d bast ennnlty) and ersmitbd b fhe qvtrbn Agfuer upolt
WEII PERr lT NUTBER 61208 -F .
DM. 5 WD46 DES. BASIN MD
td 1l Bloot: F-r$ SrefiE II()NUMENTRIDGE
E
6)
4
E)
e)
10)
fl)
rcqH.
T{oIE
NOIE
NOTE
Erplrad pem[ m. EGSrZf rrr psvlo(Cy knted 6rtlr lot
Parcd lderdificdoo ttmber (HN): b2407-1*0000E
AscassorTaxscfio.Uc itmbg: R008688 (bafrng80.08.cre)
,* *- zr-'
ae /trAoaf
OFFICE OF THE |ATE ENGINEERqQLOMDO DtVtStON OF WATER RESOURCES818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 - -
(303) 866-3s81
WELL PERMIT NUMBER
DIV. 5 WD45
o56s?2 . F
)*22. z
For,t No.
GWS.25
APPLICANT
Lot: ll Block: Filing: Subdiv: MONUMENTRTDGE
MONUMENT RIDGE HOMEOWNERS ASSOCTATION
o/o HEINEMAN PETER
19423 N TURKEY CREEK RD STE B
MORRTSON, CO 80465-
(303) 6e7-0678
APPROVED WELL LOCATION
GARFIELD COUNTYSE 114 NE 114 Section 19
Township 7 S Range 95 W Sixth P.M.
DISTANCES FROM SECTION LINES
2270 Ft. from North Section Line
12OO Ft. from East Section Line
UTM COORDINATES
Northing: Easting:
s)
6)
7)
8)
e)
ISSUANCE OF THIS PERMIT DOES NOT CONFERA WATER RIGHT
. 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 this 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.
The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examiners of Water Well Construction and pump lnstallation
Contractors in accordance with Rule 18.
Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado'iver, as an altemate point of diversion to the Avalanche Canal and Siphon, on the condition that the well shall be operated
nly when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in
effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the
release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD
contract #01 0531 MRHA(a).
The use of ground water from this well is limited to ordinary household purposes inside one (1) single famity dwelling, the
inigation of not more than 2,500 square feet of gardens and lawns, and the watering of two head of livestock. All use of
this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as
MONUMENT RIDGE WELL #8.
The maximum purpingliGf-tnis weil shail not exceed 1S GpM.
The average annual amount of ground water to be appropriated shall not exceed 0.61 acre-foot.
The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case
number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings.
This well shall be constructed not more than 200 feet from the location specified on this perrnit.
A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all
diversions must be malntained by the well owner (recorded at least annually) and submitted to the Division Engineer upon
request' lD q'x-o,
APPR.'ED #il e, &b^ ,fu\, t
ReceiptNo.o474767H
st"t"Ensin""' pArE tssuEp'gCI 0 I 2001 "r{d,*r,oN onre ocT 0 t z0
lune 7,2004
Noel Richardson
1586 County Road 300
Parachute, CO 81635
ATTN: Noel
On January 8,2002, a well test was conducted on a well on the Monument Ridge project
Lot#11, Well #8. The following information was obtained;
Well Depth tt4'
Casing Size------------7x5
Standing water level------ ------52' - O-
Total test time-------- 4 Hours
Drawdown to ------------69'-2.5"
Production is ---------->I4 GPM
This test was conducted with I Hp test pump. The well recovered back to 57' - 5" in 50
minutes. The production on this well is more than adequate for one single family
dwellings. If you have any questions please call me, Raun Samuelson itglO-gqS-630g.
Sincerely;
/A f,""'
Raun E Samuelson
Samuelson Pump Co.
P.O. Box 297 o Qlsnwood Springs, CO 81602 . (970) 945-6309 o Fox (970) 941-9448
Wrllar Crzclarnc r Calac Qa-,'in^ o' t^^L-t'-Lr'''
WELL CONSTRUCTION AI\D TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
ELL PER]VIIT NTJMBER 056s72-F
Owncr Name(s): Monunrant Ridge HOA o/o Petet Heineman
Mailing Address: DA3 N. Turkey Crcek Rd. Ste B
City, State, Zip : Monison, Co E0465
Phonc #: 303-697-M78
FOROFFICEUSEONLY
o +7.r7a7 l+
RECEIVED
DEc Z 8 2001
"'llf,mEEf;"
APPROVALT GWS3I-9!{'3
SE l/4 NE l/4 Sec: 19 TrvP: 7 S
2270 fr. fioE North Sec. line and 12fl) ft. frm Esst Soc. line OR Nmhing:
ffi ft. DRILLINGMETHOD AirRotary
DATE COIVIPLETED: l2tl7?00t TOTAL DEPTH: I ts DEPTH COMPLETION: I 15
9. Packer Placcmcnt
Tlpe :
Depth :
t. FiltEr Pack
Matcrial :
Size :
Intennal :
I l. DISINFECTION : TlPe : HTH Amt. Usod: 2 oL
ffi , t I ot.o. Box lfTes Data Is suhnittedon
TESTING METHOD : Air ComPressor
Static Lpvet : 5? fr-
Pumping Lcvel : Total ft.
Test Rcmarks:
Date/Timc Measrod lzll7n0ol
Date/TimeMcasred lUnn00l
Productiqr Rarc 15 gPln
Testtength: 2hours
Phmc: (970rY274182
Lic. No. 1095'Co. tl62l
wrrtlsvtvlr .
MailingAddrcss: P.O. Box 1059
I Title (Plcasc TlPe o Print)
wrytrc Shehon / PresHcnt
OR IGINAL
rtwttcrJ(lay, rrullc, l(,, ZL^,.f lU:'lO AM Raun Samuelson 97G947-9448
Pt l]P tsrAlltTf,I{ AtO IESr mEr
Sr IE OF OOt ORADO, OFFtcE OF nG gfATE EltreilEB
UUELp5xmf tr1ilBgj d1206 _ F
$$F-UlqO MonuneutBj-dHeHomeoqmcmAssociatioaMFPr st-4
PtErE( C70 ) ,R<_ntaa
-EE-tf NE t/+s*._11rr,p.__-Z__ S .nnp_ 95_
#rm ,#,gF-utrne.and .Je-rtum-aHrsIdmm
lma[a6t65dfm Junc9,20(XP_rrprdam.@,r,*rffi
ffib Llenene
Artp hmlrad E vo Q p. ogp D6pth rl_j titqu Tr.oe h$acd E v* Eil nq Deilr r.Flw il€Ff ifrg. Master Meler l&rr (!anH rrr . r^M^-Fbwil€FrH* tvtg=terM"t"r' ---tdErOEtn"htqnftrmoil.,t$ffi;r"Ef-r*,*r"Rmrrro oonn
rEsrp Tft.
TotEl w€t D€ptrl
$db lcrrd
Dae ilearcd
EICn"U, bor f Tddau b sEnbd cr gpflemenH Fonn
Ir4' Eygle ru+e 9' 20[4--
Rllphghrt __ --ffis*---DEINFECIEIt Type_ Chloror' Amt tbod
aarabta.Elv* Elrro
:-_I lLt red tlo staitnmB IIde lEtr rd lau thc coileds orrcd, md oril ttay am tne b ,ry brffi"}1$,ff!gffig.:mfl|*n;.8 ;;r",il= rcmh cufihres peflry hrEeglse and ts grtrshaEo a a ccsi i trts&rperraJ
xflIn/rrb (He&UF or p@
Rarm Samuetsou, hesident
SgrE le ./1ffi
ilI.CUrlr'
ffinalcs
p.O2
FcEr th.oat
{6€77 F colorado Departrhent of pubilc Hearth and Envrronment
Compllance Monitorlng & Data Management Unit
REPoRTltitc FORM FoR NtrRATUNtrRtrE as NITROGEN At{ALysEs
SA!iPLER: PLEASE FILL OUT ONE FORM. FOR EACH INDIVIDUAL SOURCSPI.ANTOT COMPOSITE SET
YES I I OT NO t I THESE RESULTS ARE TO BE USED To FULFILL STATE SAMPLING REQUTREMENTS
*/A'STRUCTIONS/DEFINITO,VS ON BACK OF rc)RM*
PWSID #:COUNTY: Garfleld DATECOLLECTEDl t8 toz
SYSTEIWESTABLISHMENT NAME: Mo
SYSTEM ADDRESS: do Zancztnella & Asstt. 1005 Coooer Avenue-.,Glenwood Sorinos. CO g160l
Str€et acldress/P.O. Box
CONTACTPERSON: pHONE:(gzO I94S-S7OO
SAfrIPLE COLLECTED BY: SPC 11ME COLLECTED:2:So pm
WATERWPE:IxJ RAW(Nochlorineorotherteatnent) oTCHLoRINATEDI J or:oTHERTREATI\4ENTI I
SOURCE(S): LOCATTON(S);.Address sAMpLE potnrytst.
DO SAMPLES NEED TO BE COMPOSITED BY LABORATORY?YESI I Not I
For Laborctory Use Only Below This Line
"ABORATORY SAMPLE # L 7S.iS3 - o.I.CLIENT NAME or lD # ?n s a+es E I-J-NR
LABOMTORY NAME PtCZ Lr^L -rd[rri.S , E-.<- l.,.qB pHONE # (elc) r? j - LS4. o
DATERECEIVEDINHBORATORY ( / Io I01-DATEANALYZED €-e- U--\o.-,
COMMENTS
(sEE BACK OF FORM)
PARAMETER
(mg/L)
RESULT
NITRATENITRITE-N ell-
(mdu)
MCt
10.0
10.0
EPA
METHOD
e-
(mg/Ll)
I.AB MDL
b.o.t-l,t\.or-
tI.'.o.-
NITRATE.N
NITRITE.N
Buu
G bL 1.0
G\e*t"k; e,.o1-
l,tls1.2- o'c \
BDL = lndicates that the compound was anallzed for, butwas below the Lab MDG.
NT = Not Tested for compound.
mg/L = Milligrams per Liter
MCL = Maximum Contaminant Level
| ,zg ,n-
Date
l-ab MOL = Laboratory Method Detection Limit
H = Holding Time has been
It AIL RESULTS TO: Colorado Department of Publlc Healh and Environment, wocD-cMotrag2. a300 cheny creek orirre south, Denvef,co 8024&1530
May 25,20O4
Monument Ridge, LLC
1586 County Road 300
Parachute, CO 81635
Attention:
Subject:
Mr. Noel Richardson
Consuttation
Residential Road Section
Monument Ridge Road
Monument Ridge Subdivision
Garfield County, Colorado
Job No. GS€893
CTL ITHOMPSON
ffi
Exhibit
J
lnitial plans prepared by High Country Engineering, lnc. for the subject site
showed a road section consisting of 6 inches of CDOT Class 6 aggregate base
course, above 12 inches of Class 2 aggregate base placed on stabilized subgrade
soils. During May, 2003 we opined that an appropriate alternative section would be a
4 inches thick layer of Class 6 aggregate above 4 inches of Class 2 aggrcgate base
course. You have now asked if 8 to 10 inches of pit run form the Una Gravel Pit(Grand
Junction Pipe Pit) above 4 inches of Class 6 aggregate base course would be
appropriate.
Assuming the subgrade soils are silty to sandy clay, vehicle traffic is ligh! and
is approximately 95 percent cars or pickup trucks, the alternate section is appropriate.
We recommend the subgrade be prepared by scarifying at least 8 inches deep,
moisture conditioning to within 2 percent of optimum moisture content and
compacting to at least 95 percent of standard Proctor maximum dry density (ASTM D
598). Good gravel road performance is dependent on the subgrade soits not being
wetted. Periodic regrading of the road surface and the addition of gravel will be
required.
234 Center Drive I Glenwood Springs, Colorado 81601
Telephone: 970-945-2809 Fax: 970-945-7411
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