HomeMy WebLinkAbout1.05 Water SupplyP.O. Box 1908
1005 Cooper Ave.
Glenwood Springs,
allCO 81602
•
Z4NC4ti a LA ,Nn 4ssoci4TEs, Inc.
ENGINEERING CCNSULT41415
March 13, 2000
Mr. Mark Bean
Garfield County Planning
109 Eighth Street
Glenwood Springs, CO 81601
Re: Cerise Ranch Subdivision - Water Supply Investigations
Dear Mark:
(970) 945-5700
(970) 945-1253 Fax
This report presents the findings of the water supply investigations performed by
Zancanella and Associates, Inc. for the proposed Cerise Ranch Subdivision. Information
contained in this report covers estimated future domestic water uses, the Basalt Water
Conservancy District Contract, a well pump test report, and water quality.
Water Requirements
The following table presents the estimated uses for the subdivision:
Table 1
Cerise Ranch Subdivision
Future Water Uses
68 Single Family Lots
1.0
68
14 ADUs
Up to 12.3 surface acres of ponds
1.0
14
Subtotal
82
We have assumed that each EQR will represent 3.5 people using 100 gallons of water per
person per day. Water will be diverted to irrigate up to 3,000 square feet of lawn at each
residence. Each ADU was assumed to have 3.5 people and an additional 1500 square
feet of lawn and gardens. Table 2 attached, presents the diversions and consumptive use
for the proposed Cerise Ranch Subdivision.
11111 Legal Supply_
As can be seen from the attached Table 2, the subdivision will divert (for domestic in-
house, domestic irrigation and pond evaporation purposes) an average 81.50 AF annually,
and consumptively use 49.47 AF. The peak month of June would require a continuous
average diversion of 47.33 gpm for the domestic system. Pond evaporation would be
•
•
diverted directly from groundwater intercepted by the proposed ponds. The subdivision is
located within area A of the Basalt Water Conservancy District and will be eligible for the
Basalt District temporary exchange plan approved by Garfield County and the Colorado
Division of Water Resources. An application for a contract from the Basalt Water
Conservancy District for 0.22 cfs of the District's direct flow rights and 52 acre feet per year
of storage or other augmentation water owned or controlled by the District, including up to
12.3 acres of pond evaporation that may be constructed for aesthetic purposes, is attached
for your review. The final contract was approved by the Basait District Board on February
7, 2000. We have attached a copy of the contract for your records. Based on this contract
well permits have been applied for and will be submitted prior to final plat.
Physical Supply
Art Kleinstein has also retained the services of Zancanella and Associates, Inc. to
supervise the drilling and testing of a well for the water supply for the proposed Cerise
Ranch Subdivision. The well construction details and results of the pump test have been
summarized as follows:
The Willow Well was completed on February 9, 2000 by Shelton Drilling Corporation. At
the time of drilling, this well was registered with Colorado Division of Water Resources as
a monitoring hole under permit MH -37772 (copy attached).
The well is located in the SE 1/4 of the NW 1/4 of Section 33, Township 7 South, Range
87 West of the 6th P.M. The well can be plotted approximately 2400 feet from the North
section line and 1850 feet from the West section line. The exact well location will be
surveyed prior to applying for a permit. The approximate location of the well and the
Cerise Ranch boundary are shown on the attached general location map, Figure 1.
The well was drilled to a total depth of 50 feet, into the Pleistocene to Recent Roaring Fork
River alluvium. Water was encountered during drilling at approximately 20 feet. The static
water level in the Willow Well on February 10, 2000 was 11.6 feet below the top of the well
casing. The well was constructed with five feet of stainless steel well screen set at a depth
of 40 - 45 feet. At its current static water level there is approximately 33.4 feet (45 feet -
11.6 feet) of available drawdown. The drawdown represents the available drop from the
initial static level. The attached Figure 2 has been prepared to illustrate the well
construction details. Also attached is the well construction report from Shelton Drilling.
A pump test was conducted on February 10 and 11, 2000 by Samuelson Pump Company
utilizing a 3 horsepower electric submersible pump powered by a portable generator. The
pump test was conducted at an initial rate of 85 gallons per minute (gpm). The pumping
rate was increased to 92 gpm at 10 minutes into the test and was increased again to 120
gpm at 6 hours into the test. The well was pumped continuously for 26 hours and 35
minutes at a rate between 85 and 120 gpm. The drawdown and time data collected during
the test are presented in Table 3. We have plotted the results of the test in a drawdown
vs. time curve as shown on the attached Figure 3. The maximum drawdown during the 26
hour test was approximately 5.2 feet, first occurring at 3 minutes into the test. The water
level appeared to have stabilized (remained at a fixed level) at the end of the test. The
water level remained well above the pump intake during the entire test.
Recovery data for the well following the pump test were collected for a 10 minute period
after the pumping stopped. The recovery data are summarized in Table 4. Recovery
plotted as residual drawdown is shown in Figure 4. Based on the residual drawdown
curve, the well displayed normal recovery characteristics.
The well appears to have been a good test of the aquifer capabilities. The test indicates
that the well will probably be able to operate for extended periods at the rate of 120 gpm.
This pumping rate is more than two times the average peak monthly demand (47 gpm) for
the proposed Subdivision. We believe that this well will be adequate to serve the
subdivision for Phase 1. A second well, near the Willow Well as shown on the plan, will be
added to provide additional mechanical reliability to the pumping system. The second well
will be constructed when Phase 2 is begun or when 75% of the building permits for Phase
1 have been issued.
Water Quality
Finally, water samples were collected during the pump test and sent to Barringer
Laboratories in Golden, Colorado and to Grand Junction Laboratories for independent
analyses. The lab tests included analyses for Inorganic Chemicals (IOCs), Volatile Organic
Chemicals (VOCs), Synthetic Organic Chemicals (SOCs), radiological properties (gross
alpha and beta) and various physical properties of the water. Since the well screen is at
a depth of less than 100 feet, a microscopic particulate analysis (MPA) sample was also
collected and shipped to MicroSearch Laboratory Inc. in Grand Junction. A standard water
bacteriology test was also perfomied by the Colorado Department of Public Health and
Environment (CDPHE) lab in Grand Junction. Results of the laboratory tests are attached
for your reference.
• All laboratory test results show that the water from the Willow Well are within the drinking
water standards set by the CDPHE and the EPA. The water is considered "hard" and may
cause mineral deposits on fixtures, but its hardness is not out of line with most water in this
region.
Fire Flow
Fire flow requirements for the subdivision will be provided by the use of a 300,000 gallon
storage tank. Bill Gavette with the Carbondale Rural and Fire Protection District has
indicated that the fire flow required for this subdivision will be 1500 gallons per minute for
two hours. The proposed water system improvements including the storage tank and
distribution system have been designed to meet this requirement.
If you have any questions, please call our office at (970) 945-5700.
Very truly yours,
Zancanella and Associates, Inc.
Thomas A. Zancanella, P.E.
Attachments
cc: Art Kleinstein
Doug Pratt
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2.26 0.47 3.48 0.00 5.94 12.15 45.33
2.26 0.47 2.29 0.00 5 33 10 35 36.62
2.19 0.45 1.94 0.00 3.45. 8.04 34.58
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Scale In Feet
PROJECT LOCATION MAP
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GROUND
LEVEL
COBBLES,
BOULDERS
GRAVELS
CLAYS
TOTAL DEPTH 50'
10-
20-
30-
40-
50 -
WILLOW WELL
DETAIL
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STATIC WATER LEVEL 11' 7'
ON FEBRUARY 10, 2000
CEMENT 5-15'
PUMPING LEVEL 2 120 GPM =
16' 3 3/4'
9.0' DIA. HOLE 2 0' - 25'
-1° TO 40' AND 45' TO 50'
5 1\2' LD. PLAIN STEEL
0,188' WALL CSG
40' TO 45'
5.5' STAINLESS
STEEL SCREEN
6.5' DIA. HOLE P 25' - 50'
CERISE RANCH
SUBDIVISION
ZANCAAELLA ANL/ ASSG fATES, Ali:
EA JAC£RJNG CL YtiLt r- iS
POST OFFICE B®[ tY0{ - ICOS COFER MU6.E
010810:011 SNOWS. COL00000 Anion (BTa) .48-5700
71001113110.
97426
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WELL CONSTRUCTION AND TEST REPORT
STATE OF COLORADO, OFFICE OF THE STATE ENGINEER
FOR OFFICE USE ONLY
WELL PERMIT NUMBER MH -37772
2.
Owner Name(s) : Cense Ranch Sub.
Mailing Address : % Zancanella & Assoc. POB 1908
City, St. Zip : Glenwood Springs, Co. 81602
Phone (970) 945-5700
APPROVAL $GWS31-91-03
3.
'NELL LOCATION AS DRILLED: SE 1/4 NW 1/4 Sec. 33 Twp. 07S Range 87W
DISTANCES FROM SEC. LINES:
ft. from Sec. line. and ft. from Sec. line. OR
SUBDIVISION : LOT BLOCK FILING(UNIT)
STREET ADDRESS AT WELL LOCATION :
4.
GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary
DATE COMPLE i ED 02/29/00 TOTAL DEPTH 50 ft. DEPTH COMPLETED 50 ft.
5. GEOLOGIC LOG :
6. HOLE DIAM. (in)
FROM (ft)
TO (ft)
Depth Type or Matenal (Size, Color, and Type)
9.0
0
25
000-025
Cobbles, Boulders
6.5
25
50
025-045
Gravels
045-050
Clays
7. PLAIN CASING
OD (in)
Kind
Wall Size
From (ft)
To (ft)
5.5
Steel
0.188
-1
40
5.5
Steel
0.188
45 50
PERF. CASING : Screen Slot Size :.100
5.5
Steel
.188
40
45
WATER LOCATED : 70 +
REMARKS :
8. Filter
Material
Size :
Interval
Pack
:
:
9. Packer Placement
Type :
Depth :
10. GROUTING RECORD :
Matin'
Amount
Density
Interval
Placement
'
cement
3 sks
16 gai
5-15
poured
11. DISINFECTION : Type : HTH Amt Used : 2 oz.
12. WELL TEST DATA : ( j Check Box If Test Cata is Submitted On Supplemental Form.
TESTING METHOD : Air Compressor
Static Level : 12 ft. Date/Time Measured : 02/29/2000 Production Rate : 10 gPm•
Pumping Level : Total ft. Date/Time Measured : 02/29/2000 Test Length : 2 hrs.
Remarks :
13 nays reap me statemerrs made nevem ane krtow me contents mereot.
y:r}Ny In me second de9Re and Is psasv 4 as a dans 1 misoemeanor.l
CONTRACTOR : Sheltono Drilliin Corp. Bet
Mailinc Address19
and mat mey are true to my enavteoge. (Pursuant to Semon . 4-4-I C4 (I34e ) CRS. to meiotic or raise statements conet(ttes
00 81621 Phone : (9700) 927-4182
Name / Title (Please Type or Print)
Wayne Shelton / President
Signature
Date 03/03/00
•
Table 3
Cerise Ranch - Willow Well
Pumping Test Data
WATER DRAW
DATE TIME LEVEL DOWN t t' tit' Q
(ft) (ft) (min) (min) (gpm) Comments
10 -Feb -00 11:05 AM 11.6 0 0 - 85
10 -Feb -00 11:07 AM 16.7 5.1 2 85
10 -Feb -00 11:08 AM 16.8 5.2 3 - 85
10 -Feb -00 11:09 AM 16.8 5.2 4 85
10 -Feb -00 11:10 AM 16.8 5.2 5 85
10 -Feb -00 11:11 AM 16.8 5.2 6 - - 85
10 -Feb -00 11:15 AM 16.8 5.2 10 92 Increase Q
10 -Feb -00 11:17 AM 16.8 5.2 12 92
10 -Feb -00 11:20 AM 16.7 5.1 15 - - 92
10 -Feb -00 11:25 AM 16.8 5.2 20 92
10 -Feb -00 11:35 AM 16.8 5.2 30 92
10 -Feb -00 11:45 AM 16.8 5.2 40 - 92
10 -Feb -00 11:55 AM 16.8 5.2 50 92
10 -Feb -00 12:05 PM 16.7 5.1 60 92
• 10 -Feb -00 01:45 PM 16.8 5.2 160 - - 92
10 -Feb -00 04:00 PM 16.7 5.1 295 92
10 -Feb -00 05:05 PM 16.7 5.1 360 - 120 Increase Q
11 -Feb -00 07:49 AM 16.4 4.8 1244 - - 120
11 -Feb -00 01:40 PM 16.3 4.7 1595 - 120
Table 4
Cerise Ranch - Wiilow Well
Recovery Test Data
WATER DRAW
DATE TIME LEVEL DOWN t t' tit' Q
(ft) (ft) (min) (min) (gpm) Comments
11 -Feb -00 01:40 PM 16.31 4.7 1595 0 -- 0
11 -Feb -00 01:41 PM 11.90 0.3 1596 1 1596.0 0
11 -Feb -00 01:42 PM 11.81 0.2 1597 2 798.5 0
11 -Feb -00 01:43 PM 11.75 0.2 1598 3 532.7 0
11 -Feb -00 01:44 PM 11.75 0.2 1599 4 399.8 0
11 -Feb -00 01:45 PM 11.75 0:2 1600 5 320.0 0
11 -Feb -00 01:46 PM 11.75 0.2 1601 6 266.8 0
11 -Feb -00 01:48 PM 11.75 0.2 1603 8 200.4 0
11 -Feb -00 01:50 PM 11.75 0.2 1605 10 160.5 0
03/13/00 Zancanella & Associates WillowPumpTest.123
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BASALT WATER CONSERVANCY DISTRICT
WATER ALLOTMENT CONTRACT NO. 355
Pursuant to C.R.S. 1973, 37-45-131
Wintergreen Homes, LLC (hereinafter "Applicant") has applied to the Basalt Water
Conservancy District (hereinafter the "District"), a political subdivision of the State of Colorado,
organized pursuant to and existing by virtue of Colorado Revised Statutes, 1973, 37-45-101, et
for an allotment Contract for beneficial use of water rights owned, leased, or hereafter acquired by
the District. By execution of this Contract, Applicant agrees to the following terms and conditions
and those certain terms and conditions set forth in the attached Order, which is fully incorporated
as a part of this Contract:
1. Applicant is the contract purchaser of the property to be served by this Allotment
Contract. The owner of the subject property, Mumbert Cerise Family Limited Partnership, by
execution of this contract,hereby consents to this contract. However, all terms, conditions, fees and
obligations under this contract are the sole responsibility of the Applicant.
2. QUANTITY: In consideration of the covenants and conditions herein contained,
Applicant shall be entitled to receive and apply to beneficial use 0.22 cubic feet of water per second
from the District's direct flow rights and 52 acre feet per year of storage or other augmentation water
owned or controlled by the District. Applicant shall restrict actual diversions and use under this
Contract to these amounts.
3. SOURCE OF ALLO 1 1'ED WATER: Water rights allotted pursuant to this Contract
shall be from the District's water rights decreed to the Basalt Conduit, Landis Canal, Stockman's
Ditch Extension, Troy and Edith Ditch, Robinson Ditch, or other decrees or water rights hereafter
acquired by the District, including the District's contractual right to receive storage water from Ruedi
Reservoir and Green Mountain Reservoir. The. District shall have the right to designate the water
right or Decree of the District from which the Applicant's allotted rights shall be obtained. The
Applicant's use of any of the District's water rights shall be subject to any and all terms and
conditions imposed by the Water Court on the use of the District's said rights. Exchange or -
augmentation releases made from the District's storage rights in Ruedi or Green Mountain Reservoirs
or other works and facilities of the District shall be delivered to the Applicant at the outlet works of
said storage facility and release of water at such outlet works shall constitute full performance of the
District's delivery obligation. Delivery of water from the District's storage rights in Ruedi or Green
Mountain Reservoir shall be subject to the District's lease contract with the United States Bureau of
Reclamation and any rules and regulations promulgated pursuant thereto. Releases from other
facilities available to the District shall be subject to the contracts, laws, rules, and regulations
governing releases therefrom. Furthermore, the District hereby expressly reserves the right to store
water and to make exchange releases from structures that may be built or controlled by the District
in the future, so long as the water service to the Applicant pursuant to this agreement is not impaired
by said action.
• 4. PURPOSE AND LOCATION OF USE: Applicant will use the water rights allotted
pursuant to this Contract for beneficial purposes by diversion at Applicant's point of diversion under
1
C:WiNDOCUVJos Olt 33,
•
•
the District's direct flow water rights and/or by use of augmentation or exchange water owned or
controlled by the District. Applicant will use the water allotted by the District within or through
facilities or upon lands operated, or served by Applicant, which lands are described on Exhibit A
attached hereto; provided that the location and purpose of Applicant's use of said water shall be
legally recognized and permitted by the applicable governmental authority having jurisdiction over
the property served. Applicant's contemplated usage for the water allotted hereunder is for the
following use or uses:
X Domestic/Municipal _ Industrial _ Commercial Agricultural
Other
It is acknowledged that certain locations within the District may not be susceptible to service
solely by the District's water rights allotted hereunder or the District's said water rights may not
satisfy Applicant's needs and purposes. To the extent that service cannot be achieved by use of the
Districts allotted water rights, or in the event said service is inadequate, Applicant may utilize such
other water rights, by way of supplementing the District's water rights, or otherwise, as is necessary
to assure water service sufficiently reliable for Applicant's intended purpose or purposes.
All lands, facilities and areas served by water rights allotted hereunder shall be situated
within the boundaries of the District.
Any quantity of the Applicant's allocation not delivered to or used by Applicant by the end
of each water year, shall revert to the water supplies of the District. Such reversion shall not entitle
Applicant to any refund of payment made for such water.
Water service provided by the District shall be limited to the amount of water available in
priority at the original point of diversion of the District's applicable water right and neither the
District, nor those entitled to utilize the District's decrees, may call on any greater amount at new or
alternate points of diversion. The District shall request the Colorado State Engineer to estimate any
conveyance losses between the original point and any alternate point and such estimate shall be
deducted from this amount in each case. The District, or anyone using the Districts decrees, may
call on any additional sources of supply that may be available at an alternate point of diversion, but
not at the original point of diversion, only as against water rights which are junior to the date of
application for the alternate point of diversion.
In the event the Applicant intends to institute any legal proceedings for the approval of an
augmentation plan and/or any change to an alternate point of diversion of the District's water right
to allow the Applicant to utilize the water allotted hereunder, the Applicant shall give the District
written notice of such intent. In the event the Applicant develops and adjudicates an alternate point
of diversion and/or an augmentation plan to utilize the water allotted hereunder, Applicant shall not
be obligated to bear or defray any legal or engineering expense of the District incurred by the District
for the purpose of developing and adjudicating a plan of augmentation for the District. In any event,
the District shall have the right to approve the Applicant's application for change of water right,
and/or augmentation plan or other water supply plan involving the District's rights, and the Applicant
shall provide the District copies of such application and of all pleadings and other papers filed with
the Water Court in the adjudication thereof.
2
The District reserves the exclusive right to review and approve any conditions which may
be attached to judicial approval of Applicant's use of the District's water rights allotted hereunder.
Applicant agrees to defray any out-of-pocket expenses incurred by the District in connection with
the allotment of water rights hereunder, including, but not limited to, reimbursement of legal and
engineering costs incurred in connection with any water rights adjudication necessary to allow
Applicant's use of such allotted water rights; provided, however, in the event any such adjudication
involves more of the District's water rights than are allotted pursuant to this Contract, Applicant shall
bear only a pro -rata portion of such expenses. Applicant shall be solely responsible for providing
the structures, works and facilities, if any, necessary to utilize the District's water rights allotted
hereunder for Applicant's beneficial use.
5. PAYMENT: Applicant shall pay annually for the water service described herein at
a price to be fixed annually by the Board of Directors of the District for such service. Payment of
the annual fee shall be made, in full, within fifteen (15) days after the date of a notice from the
District that the payment is due. Said notice will advise the Applicant, among other things, of the
water delivery year to which the payment shall apply and the price which is applicable to that year.
If a payment is not made by the due date, a late fee of $50 (or such other amount as the Board may
set from time to time) will be assessed and final written notice of the delinquent account and late fee
assessment will be sent by the District to the Applicant at Applicant's address set forth below. If
payment is not made within thirty (30) days after said final written notice, the District may, at its
option, elect to terminate all of the Applicant's right, title, or interest under this Contract, in which
event the water right allotted hereunder may be transferred, leased or otherwise disposed of by the
District at the discretion of its Board of Directors.
In the event water deliveries hereunder are made by or pursuant to agreement with some other
person, corporation, quasi -municipal entity, or governmental entity, and in the event the Applicant
fails to make payments as required hereunder, the District may, at its sole option and request,
authorize said person or entity to curtail the Applicant's water service pursuant to this Contract and
in such event neither the District nor such persons or entity shall be liable for such curtailment.
6. APPROPRIATION OF FUNDS: The Applicant agrees that so long as this Contract
is valid and in force, Applicant will budget and appropriate from such sources of revenues as may
be legally available to the Applicant the funds necessary to make the annual payments in advance
of water delivery pursuant to this Contract. The Applicant will hold harmless the District and any
person or entity involved in the delivery of water pursuant to this Contract, for discontinuance in
service due to the failure of Applicant to maintain the payments herein required on a current basis.
7. BENEFIT OF CONTRACT: The water right allotted hereunder shall be beneficially
used for the purposes and in the manner specified herein and this Contract is for the exclusive benefit
of the Applicant and shall not inure to the benefit of any successor, assign, or lessee of said
Applicant without the prior written approval of the Board of Directors of the District.
In the event the water right allotted hereunder is to be used for the benefit of land which is
now or will hereafter be subdivided or otherwise held or owned in separate ownership interest, the
Applicant may assign the Applicant's rights hereunder only to a homeowners association, water
district, water and sanitation district or other special district properly organized and existing under
3
•
and by virtue of the laws of the State of Colorado and then only if such association or special district
establishes to the satisfaction of the Basalt Water Conservancy District that it has the ability and
authority to assure its performance of the Applicant's obligations under this Contract. In no event
shall the owner of a portion, but less than all, ofthe subject property to be served under this Contract
have any rights hereunder, except as such rights may exist through a homeowners association or
special district as above provided.
Any assignment of the Applicant's rights under this Contract shall be subject to and must
comply with such requirements as the District has adopted or may hereafter adopt regarding
assignment of Contract rights and the assumption of Contract obligations by assignees and
successors, provided that such requirements shall uniformly apply to all allottees receiving District
service. The restrictions on assignment as herein contained shall not preclude the District from
holding the Applicant, or any successor to the Applicant, responsible for the performance of all or
any part of the Applicant's covenants and agreements herein contained.
Prior written approval of the Board of Directors of the District is required before the
assignment is effective. Payment of an assignment fee in an amount determined by the Board shall
be required as a prerequisite to approval of the assignment.
8. OTHER RULES: Applicant's rights under this Contract shall be subject to the Water
Service Plan as adopted by the District and amended from time to time; provided that such Water
Service Plan shall apply uniformly throughout the District among water users receiving the same
service from the District. Applicant shall also be bound by all applicable law, including, for
example, the provisions ofthe Water Conservancy Act of the State of Colorado, the Rules and Regu-
lations of the Board of Directors of the District, the plumbing advisory, water conservation, and
staged curtailment regulations, if any, applicable within the County in which the water allotted
hereunder is to be used, together with all amendments of and supplements to any of the foregoing.
9. CURTAILMENT OF USE: The water service provided hereunder is expressly
subject to the provisions of that certain Stipulation in Case No. 81CW253 on file in the District
Court in Water Division 5 of the State of Colorado, which Stipulation provides, in part, for the
possible curtailment of out -of -house municipal and domestic water demands upon the occurrence
of certain events and upon the District giving notice of such curtailment, all as more fully set forth
in said Stipulation.
10. OPERATION AND MAINTENANCE AGREEMENT: Applicant shall enter into
an "Operation and Maintenance Agreement" with the District if and when the Board of Directors
finds and determines that such an agreement is required by reason of additional or special services
requested by the Applicant and provided by the District or by reason of the delivery or use of water
by the Applicant for more than one of the classes of service which are defined in the Rules and
Regulations of the Board of Directors of said District. Said agreement may contain, but not be
limited to, provision for water delivery at times or by means not provided within the terms of
standard allotment contracts of the District and additional annual monetary consideration for exten-
sion of District services and for additional administration, operation and maintenance costs, or for
other costs to the District which may arise through services made available to the Applicant.
11. CHANGE OF USE: The District reserves the exclusive right to review and approve
or disapprove any proposed change in use of the water right allotted hereunder. Any use other than
that set forth herein or any lease or sale of the water or water rights allotted hereunder without the
prior written approval of the District shall be deemed to be a material breach of this Contract.
12. PRIOR RESOLUTION: The water service provided hereunder is expressly subject
to that certain Resolution passed by the Board of Directors of the District on September 25, 1979,
and all amendments thereto, as the same exists upon the date of this application and allotment
Contract.
13. NO FEE TITLE: It is understood and agreed that nothing herein shall give the
Applicant any equitable or legal fee title interest or ownership in or to any of the water or water
rights of the District, but that Applicant is entitled to the right to use the water right allotted
hereunder, subject to the limitations, obligations and conditions of this Contract.
14. CONSERVATION PRACTICES: Applicant shall implement and use commonly
accepted conservation practices with respect to the water and water rights allotted hereunder and
shall be bound by any conservation plan hereafter adopted by the District, as the same may be
amended from time to time.
15. WELL PERMIT: If Applicant intends to divert through a well, then Applicant must
provide to District a copy of Applicant's valid well permit before the District is obligated to deliver
any water hereunder, and it is the Applicant's continuous duty to maintain a valid well permit.
Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained
from the Colorado Division of Water Resources. Applicant must comply with the well -spacing
requirements set forth in C.R.S. §37-90-137, as amended, if applicable. Compliance with said
statutory well -spacing criteria shall be an express condition of the extension of service hereunder,
and the District shall in no way be liable for an Applicant's failure to comply.
16. MEASURING DEVICE OR METER: Applicant agrees to provide, at its own
expense, a totalizing flow meter with remote readout to continuously and accurately measure at all
times all water diverted pursuant to the terms of Applicant's water right and the terms of this
Contract. Applicant agrees to provide accurate readings from such device or meter to District upon
District's request. Applicant acknowledges that failure to comply with this paragraph could result
in legal action to terminate Applicant's diversion of water by the State of Colorado Division of Water
Resources. By signing this Contract, Applicant hereby specifically allows District, through its
authorized agent, to enter upon Applicant's property during ordinary business hours for the purposes
of determining Applicant's actual use of water.
17. CONTRACT TERMINATION:
A. Termination by District:
1. The District may terminate this Contract for any violation or breach
of the terms of this Contract by Applicant.
5
10743001r,W ryCVNIU p,ruua On 153
•
2. The District may terminate this Contract if, in its discretion, any
judicial or administrative proceedings initiated by Applicant (as contemplated herein)
threaten the District's authority to contract for delivery or use of the District's water
rights, or threaten the District's permits, water rights, or other interests of the District.
B. Termination by Applicant:
1. Applicant may terminate this Contract in its entirety for any reason by
notifying the District in writing of the termination on or before April 1.
Notice by said date will prevent the Applicant's liability for the next annual
contract charge.
18. RECORDING OF MEMORANDUM: In lieu of recording this Water Allotment
Contract, a Memorandum of Water Allotment Contract will be recorded with the Garfield County
Clerk and Recorder's Office and the Eagle County Clerk and Recorder's Office. The costs of
recording the Memorandum shall be paid by Applicant.
OWNER OF SUBJECT LANDS:
MUMBERT CERISE FAMILY LIM I'hD
PARTNERSHIP
B
STATE OF Colorado
) ss
COUNTY OF Garfield )
ennis Cerise, Managing Partner
The above and foregoing document was acknowledged before
, 2000, by Dennis Cerise, Managing Partner
Limited Partnership.
Witness my hand and official seal.
My commission expires: L
Notary Public
me this day of
of Mumbert Cerise Family
•
APPLICANT:
WINTERGREEN HOMES, LL
By: . Kle stein �
Title:o r�f /Qr1rr R y
Applicant's Address:
Wintergreen Homes, LLC
c/o Art Kleinstein
150 South Dahlia Street
Denver, CO 80426
STA 1h OF COLORADO )
) ss.
COUNTY OF DENVER )
Subscribed and sworn to before me this 46. day of (�- , 2000, by
Art Kleinstein, dr-,) %r4rwr(title) of Wintergreen Homes, LLC.
WITNESS my hand and official seal.
My commission expires: /' ^
,a a
Notary P 1ic
•
liter -Mountain
Engineering Ltd.
SIT A (page 1 of 2)
LEGAL DESCRIPTION,
SERIS RANO
A parcel of land located in a portion of Government Lots 1, 3, 14 and 15 of Section 33,
and in a portion of Government Lots 2, 7, 8, 20, and 21 of Section 32, and the SW 1/4 SE
1/4 of Section 29, al in Township 7 South, Range 87 West, 6`h Principal Meridian, Garfield
County, Colorado and in the SW 1/4 NW 1/4 NE'/. of Section 33, Township 7 South,
Range 87 West, 6th Principal Meridian, Garfield and Eagle County, Colorado, and being
more particularly described as follows:
The True Point ofBeginning being the northwest corner of said Section 33; thence S. 89°
14'35" E., along the north line of said Section 33 a distance of I371.19 feet to a point;
said point being the west 1/16 corner of Section 28, said Township and Range, and of
said Section 33; thence S. 89°14'54" E., continuing alon thenorth line of said Section
33 a distance of 1371.88 feet to a point; said point being the north Y. corner of said
Section 33; thence S. 01°40'33" W., along the north -South centerline of said Section 33 a
distance of 664.14 feet to a point; said point being the northwest comer of the SW 'A NW
'/° NEV. of said Section 33; thence S. 89°14'S5" E., along the north line of said SW '/
NW '/ NE 1/4 a distance of 686.80 feet to a'point; said point being the northeast corner of
said SW'/. NW'/. NE'/.; thence S. 01°40'52" W., along the east Iine of said SW % NW
'/. NE'/. a distance of 663.00 feet to a point; said point being the southeast corner of said
SW '/. NW 1/4 NE'/.; thence N. 89°20'38" W., along the south line of said SW '/ NW 1/4
NE 'A a distance of 686.76 feet to a. point; said point being the southwest corner of SW 1/4
NW '/. NE 1/4; thence N. 89'20'16" W., a distance of 739.11 feet to a point, thence. S.
02'39'57" W., a distance of 1147.79 feet to a point; said point being on the north right of
way line of Z.S.S. Highway 82 and on a curve to the left having a radius of 2964.79 feet;
thence 383.72 feet along said curve and the north right-of-way line ofU.S..Highway 82
through a central angle of 7'24'56", having a cord bearing and distance of N. 75'42'50"
W., 333.45 feet to a point; thence. N. 80°48'50" W., r�lurtg tile- north right-of-way lute of
U.S. Highway 82 a distance of 213.65 feet to a point; thence N. 8111'13" W., along the
north right-of-way line of U.S: Highway 82 a distance of 241528 feet to a point of
curvature of a curve to the right having a radius of 11,359.16 feet, thence 512.48 feet
along said curve and the north right-of-way line of U.S. } ghway 82 through a central
angle of 2'35'06", having a chord bearing and distance of N. 80°13'40" W., 512.44 feet
to a point; thence N. 79°35'30" W., along the north right-of-way line of U.S. Highway 82
a distance of 872.27' feet to a point; thence S. 79'15'50" W., along the north right-of-way
line of U.S. Highway 82, a distance of 53.85 feet to a point; thence N. 78'56'10" W.,
along the north right-of-way line of U.S. Highway 82 a distance of 295.38 feet to a point;
thence N. 02°7.7'10" E., along the east line of a parcel of land described in Book 637 at
Page 200 a distance of 273.18 feAt to a point; said point being the northeast corner of said
parcel of land; thence N. 78°56'03" W., along the north line of said parcel a distance of
550.72 feet to a point; said point being the northwest corner of said parcel; thence
8392 CCntinentai 0lvide Road. Suite 1107 • Uttteton, Co 50127 • Phone: 303/948-6220 • Fax: 303/948-6525
77 Metcalf Road, 1200 • Box 978 • Avon, Cobraco 81620 • Phone: 303/949.5072 • From Oenver 0ireet: 893.1531
SIT A (page 2 of 2)
S. 02°27'10" W., along the west line of said parcel a distance of 273.18 feet to a point;
said point being on the north right-of-way line of U.S. Highway 82; thence N. 78'56'10"
W., along the north right-of-way line of U.S. Highway 82 a distance of 65.35 feet to a
point; said point being on the west line of said Government Lot 7; thence N. 03°07'11"
E., along the west line of said Lot 7 a distance of 1061.81 feet to a point; said point being
the northwest corner of said Lot 7; thence S. 81°17'42" E., along the north line of said
Lot 7 a distance of 652.09 feet to a point; said point being on the north -south centerline of
said Section 32; thence N. 01°41'13" E., along said north -south centerline of said Section
32 a distance of 693.38 feet to & point; said point being the % corner common to said
Sections 29 and 32; thence N. 03°14'16" E., along the north -south centerline of said
Section 29 also being the west line of said SW'/. SE'/ of said Section 29 a distance of
1368:86 feet to a point; said point being the south -center 1/16 corner of said Section 29;
thence S. 89'17'20" E., along the north line of said SW % SE % a distance of 1359.72
feet to a point; said point being the southeast 1/6 of said Section 29; thence S. 04°42'48"
W., along the east line of said SW ' SE 'A a distance of 1378.02 feet to a point; said
point being the East 1/I6 comer of said Section 29 and Section 32;.thence S. 88'58'S0"
E., along the north line of said Section 32 a distance of I323.90 feet to the True Point of
Beginning_
Said parcel of land contains 314.412 acres, more or less.
s.
00 in;
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Inter -M 'ri t:d.
PO Box F. & ..' .p.LS*
Avon, CO 8162jntannO• .
(970) 949-5072
. 97-0025
•
•
ORDER GRANTING APPLICATION FOR ALLOTMENT CONTRACT
WINTERGREEN HOMES, LLC
CONTRACT NO. 355
Application having been made by or on behalf of Wintergreen Homes, LLC and hearing on
said Application having been duly held, it is hereby ordered that said Application be granted and that
the attached Water Allotment Contract for 0.22 cubic feet of water per second from the District's
direct flow rights and 52 acre feet per year of storage/augmentation water owned or controlled by
the District is hereby approved and executed by and on behalf of the Basalt Water Conservancy
District, for the beneficial use of the water allotted in the attached Contract, upon the terms,
conditions and manner of payment as therein specified and subject to the following specific
conditions:
1. The Applicant has acknowledged that the land to be benefitted by the attached
Contract is described on Exhibit "A" attached hereto and incorporated herein by this reference.
2. In the event of the division of the property served by this Contract (see Exhibit A)
into two or more parcels owned by different persons, the Applicant shall establish a Homeowners
Association or other entity acceptable to the District for the ongoing payment of charges due under
the approved Contract following subdivision of the property. The Applicant shall give notice to
purchasers of all or any part of the subject property of the obligation of this Contract, and shall
record such notice in the records of the Clerk and Recorder of Garfield County, Colorado. Applicant.
and his successors and assigns shall comply with all rules and regulations now existing or hereafter
adopted by the District, including to enforce payment of charges due under the approved Contract
by present and future owners of all or any part of the real property served under this Contract.
3. The Applicant shall maintain its Association in good standing and shall be
responsible for the ongoing payment of charges due under the approved Contract. Applicant shall
give notice of the obligations of this Contract to purchasers of all or any part of the property served
by this Contract. Applicant and its successors and assigns shall comply with all rules and regulations
now existing or hereafter adopted by the District to enforce payment of charges due under the
approved Contract by present and future owners of all or any part of the real property served under
this Contract.
4. The Applicant shall provide the District proof that the proposed land use of the land
to be benefitted by the water allotted hereunder has been approved by the applicable governmental
authorities having jurisdiction over such land use, including evidence satisfactory to the District that
each lot or parcel to be benefitted hereunder is legally subdivided.
5. Any well permits issued on the basis of this Allotment Contract shall be applied for
and issued in the name of the Applicant or the Homeowners Association.
6. By acceptance of this Contract, Applicant acknowledges that within two years of the
date hereof or such later date as the District may approve, the Applicant shall file with the Water
Court of Water Division No. 5 a water rights plan of augmentation for utilization of water allotted
-1-
•
hereunder at the location and for the purposes hereinabove set forth, or the Applicant's water
allotment as provided in this Contract may be included in a water rights plan of augmentation to be
filed by the District with the expenses thereof to be shared prorata by the Contract holders included
in such plan; provided that inclusion of the Applicant's water allotment in the District's plan of
augmentation shall be at the District's sole discretion.
In the event the District includes the Applicant's water allotment in the District's Application
for a plan of augmentation, Applicant will provide such information and assistance, including
testimony, as may be needed for judicial approval of the plan. The District makes no warranty that
it will secure approval of the plan. The District may establish an augmentation plan fee to be. paid
by the holder of any Contract or amended Contract to be included within a plan of augmentation to
be filed by the District. which fee shall be payable in advance of the inclusion of such Contract in
a District plan of augmentation and may be based on the Districts good faith estimate of the
anticipated expense of such plan of augmentation. If such augmentation plan fee paid by a Contract
holder exceeds the Contract holder's prorata portion of the actual expenses incurred by the -District
in completing said plan of augmentation, the District shall refund such excess to the Contract holder.
Conversely, if such augmentation plan fee paid by the Contract holder does not cover the Contract
holder's prorata portion of the actual expenses incurred by the District in completing said plan of
augmentation, then Applicant shall pay the remaining balance of its portion of the actual expenses
upon the District's providing the holder with a statement for the same. To the extent that the District
is caused additional costs because of objections filed specifically due to the inclusion of Applicant's
Contract in the filing, such additional costs may be charged specifically to Applicant and not shared
on a prorata basis by all Contractees.
7. Any and all conditions imposed upon the release and diversion of water allotted
hereunder in any water rights plan of augmentation or other water rights decree of the Water Court
for Water Division No. 5 shall be incorporated herein as a condition of approval of this contract.
Granting of this allotment contract does not constitute the District's representation that the Applicant
will receive a well permit or water rights decree for the land to be benefitted hereby.
8. If Applicant intends to divert water through a well or wells, Applicant shall provide
the District a copy of Applicant's valid well permit for each such well before the District is obligated
to deliver water for the benefit of Applicant hereunder. Applicant must comply with the well -
spacing requirements set forth in C.R.S. §37-90-137, as amended, if applicable. Compliance with
said statutory well -spacing criteria shall be an express condition of the extension of service
hereunder, and the District shall in no way be liable for an Applicant's failure to comply.
9. The Applicant's property to be benefitted by the water allotted hereunder is located
within an area in which the Applicant's diversion of water may require the augmentation of Blue
Creek. The District has incurred extraordinary costs and expenses in connection with the acquisition
of water rights which enable the District to augment Blue Creek. Therefore, the annual contract fee,
as well as the Applicant's share of expenses incurred by the District in connection with the
augmentation of Blue Creek, may be greater than such fees charged for contract allottees in other
portions of the District; provided that such fees charged to Applicant shall not be greater than the
Il:,DIC.. .00D
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fees charged to other allottees similarly situated in the area for which Blue Creek augmentation is
required.
10. Additional information is needed before the parties can determine whether any of the
Applicant's water rights to be augmented by the water allotted herein are tributary to Blue Creek.
Applicant agrees to provide the District with copies of all engineering reports related to the
development of a water supply for the subject property, all information regarding wells tested or
developed for the property, and any other information Applicant may have or acquire regarding the
source of the water supply to serve the property.
Approved this (c day of p 4 ��c� , 2000.
BASALT WA"l"h,R CONSERVANCY DISTRICT
Attest:
By:By:
Barbara Mick - Secretary
„EI..m„o.,a,A,.ar.00D
-3-
Art Bowles, President
•
•
MEMORANDUM OF WATER ALLOTMENT CONTRACT
The Basalt Water Conservancy District (the "District") has granted Water Allotment
Contract No. 355, dated the 6th day of March, 2000, ("Contract"), to extend to the owner(s) of the
real property described on Exhibit A attached hereto and incorporated herein by this reference, the
right to beneficially use water or water rights owned, leased, or hereafter acquired by the District for
such real property located in the County of Garfield, State of Colorado and the County of Eagle,
State of Colorado.
The Contract is subject to various conditions which may include well permit requirements
of the Colorado Division of Water Resources and Water Court approval of an augmentation plan or
substitute supply plan. Assignment of the Contract requires the District's consent and Applicant's
payment of an assignment fee.
Inquiries may be directed to: Basalt Water Conservancy District, c/o Lori J.M. Satterfield,
Balcomb & Green, P.C., P.O. Drawer 790, Glenwood Springs, Colorado 81602; Telephone: (970)
945-6546; Fax: (970) 945-8902.
This Memorandum is subject to the terms and provisions of the Contract which are
incorporated herein by this reference. Upon recording, this Memorandum shall constitute notice to
bona fide purchasers of the Contract affecting the above-described property.
Date: ,5-/I - (C'
STATE OF COLORADO )
) ss.
COUNTY OF GARFIELD )
BASALT WA 1ER CONSERVANCY DISTRICT
By: 41—
Art Bowles, President
The foregoing instrument was acknowledged before me this cf‘ day of ,y /( 1 ,
2000, by Art Bowles, President of the Basalt Water Conservancy District.
WITNESS my hand and official seal.
My Commission expires: (cov
C+aw000uw.JMONwirT " 111
Notary Pubic
After recording return to:
Balcomb & Green. P.C.
P.O. Drawer 790
Glenwood Springs. CO 81602
1
Inter -Mountain
r
Engineering Ltd.
■
EXHIBIT A (page 1 of 2 )
1,,EGAL DESCRIPTION
4ERISE RAKH
A parcel of land located in a portion of Government Lots 1, 3, 14 and 15 of Section 33,
and in a portion of Government Lots 2, 7, 8, 20, and 21 of Section 32, and the SW 1/4 SE
Y of Section 29, al in Township 7 South, Range 87 West, 6th Principal Meridian, Garfield
County, Colorado and in the SW '/4 NW '/4 NE'/. of Section 33, Township 7 South,
Range 87 West, 6th Principal Meridian, Garfield and Eagle County, Colorado, and being
more particularly described as follows:
The True Point of Beginning being the northwest corner of said Section 33; thence S. 89°
14'35" E, along the north line of said Section 33 a distance of 1371.19 feet to a point;
said point being the west 1/16 corner of Section 28; said Township and Range, and of
said Section 33; thence S. 89°14'54" E., continuing alongthe-north line of said Section
33 a distance of 1371.88 feet to a point; said point being the north'/. corner of said
Section 33; thence S. 01'40'33" W., along the north -South centerline of said Section 33 a
distance of 664.14 feet to a point; said point being the northwest corner of the SW 1/4 NW
1/4 NE'/. of said Section 33; thence S. 89°14'55" E., along the north line of said SW '/
NW 1/4 NE % a distance of 686.80 feet to a point; said point being the northeast corner of
said SW '/• NW 1/4 NE 1/4', thence S. 01°40'52" W., along the east Iine of said SW '/. NW
'/. NE ''A a distance of 663.00 feet to a point; said point being the southeast corner of said
SW '/. NW 1/4 NE'/.; thence N. 89°20'38" W., along the south line of said SW '/. NW '/.
NE'/. a distance of 686.76 feet to a point; said point being the southwest corner of SW'/.
NW'/. NE %; thence N 89'20'16" W., a distance of 739.11 feet to a point; thence. S.
02'39'57" W., a distance of 1147.79 feet to a point; said point being on the north right of
way line of U.S. Highway 82 and on a curve to the left having a. radius of 2964.79 feet;
thence 383.72 feet along said curve and the north right-of-way line of U.S. Highway 82
through a central angle of 7'24'56", having a cord bearing and distance of N. 75°42'50"
W., 333.45 feet to a point; then e. N. 80°48'50" W., aluug tue north right-of-way line of
U.S. Highway 82 a distance of 213.65 feet to a point; thence N. 81'31'13" W., along the
north right-of-way line of U.S. Highway 82 a distance of 2415.28 feet to a point of
curvature of a curve to the right having a radius of 11,359.16 feet; thence 512.48 feet
along said curve and the north right-of-way line of U.S. Highway 82 through a central
angle of 2°35'06", having a chord bearing and distance of N. 80°13'40" W., 512.44 feet
to a point; thence N. 79°35'30" W., along the north right-of-way line of U.S. Highway 82
a distance of 872.27' feet to a point; thence S. 79°15'50" W., along the north right-of-way
line of U.S. Highway 82, a distance of 53.85 feet to a point; thence N. 78°56' 10" W.,
along the north right-of-way line of U.S. Highway 82 a distance of295.38 feet to a point;
thence N. 02627'10" E., along the east line of a parcel of land described in Book 637 at
Page 200 a distance of 273.18 feet to a point; said point being the northeast corner of said
parcel of land; thence N. 78°56'08" W., along the north line of said parcel a distance of
550.72 feet to a point; said point being the northwest corner of said parcel; thence
8392 Continental Divide Road. State #1107 • Uttleton, CO 80127 • Phone: 303/948-6220 • Fax 303/948-6526
77 Metcalf Road, #200 • Box 978 • Avon. Colorado 81620 • Prone: 303/949.5072 • From Cenvef Direct: 893.1531
•
EXHIBIT A (page 2 of 2)
S. 02°27'10" W., along the west line of said parcel a distance of 273.18 feet to a point;
said point being on the north right-of-way line of U.S. Highway 82; thence N. 78°56'10"
W., along the north right-of-way line of U.S. Highway 82 a distance of 65.35 feet to a
point; said point being on the west line of said Government Lot 7; thence N. 03°07' 11"
E., along the west line of said Lot 7 a distance of 1061.81 feet to a point; said point being
the northwest corner of said Lot 7; thence S. 81°17'42" E., along the north line of said
Lot 7 a distance of 652.09 feet to a point; said point being on the north -south centerline of
said Section 32; thence N. 01°41'13" E., along said north -south centerline of said Section
32 a distance of 693.38 feet to a point; said point being the 'A corner common to said
Sections 29 and 32; thence N. 03°14'16" E., along the north -south centerline of said
Section 29 also being the west line of said SW'/. SE'/. of said Section 29 a distance of
1368.86 feet to a point; said point being the south -center 1016 comer of said Section 29;
thence S. 89°17'20" E., along the north line of said SW'/. SE'/. a distance of 1359.72
feet to a point; said point being the southeast 1/6 of said Section 29; thence S. 04°42'48"
W., along the east line of said SW '/. SE 4 adistance of 13.78.01 feet to a point; said
point being the East 1/16 comer of said Section 29 and Section 32;.thence S. 88°S8'50"
E., along the north line of said Section 32 a distance of 1323.90 feet to the True Point of
Beginning.
Said parcel of land contains 314.412 acres, more or less.
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Inter-Mo*°loll{td.
PO Box 9 ii�f iipn n,S``\���
Avon, CO 811
(970) 949-5072
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97-0025
ti
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•
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GWS -51
8197
FEB 222000
3TACda
f� c.
NOTICE OF INTENT TO CONSTRUCT MONITORING HOLE(SS
Please type or print legibly in black ink
Weil Owner's Name Cerise Ranch Subdivision
Landowner's Name Cense Ranct Subdivision
Mailing Address: (Authorized Individual/or Driller)
Contact Cathy Queen
Company Zancanena & Associates inc.
Address 1005 Comer Avenue
City, State. Zip Glenwood Somas
Phone (970) 945-5700 Fax No. 945-1253
Ortitiet Lic. No. (ti appticabte) Lic
Location SE 1/4.NW 1/4, Section 33
Township 7 NIS, Range 87 EiW 6th PM
County Garfield
Subdivision Cense Ranch Subdivision
Lot BIk ,Fiq
Hole(s) to be Constructed: Number 3
Estimated Depth 50 Ft. Aquifer alluvium
Purpose of Monitonng Hole(s) to test far quality and quantity of
water
Approxi/mate date of construction: Not prior to 72 hours from faxing
Authored gnature
ACKNOWLEDGEMENT FROM STATE ENGINEER'S OFFICE
FOR Orme USE ONLY
Mr+- 37772 Processed By a,
Div. 5 City WO 5 Z. Date Acknowledged 2-D
Bas MO Ground Elev USGS Map *
CONDmON OF MONITORING HOLE ACKNOWLEDGEMENT
A COPY OF THE WRITTEN NOTICE OR ACKNOWLEDGEMENT SHALL 3E AVAILABLE AT THE DRILLING SITE.
Notice was provided to the State Engineer at least 3 days prior to construction of monitoring & observation hole(s).
Construction of the holes) must be competed within 90 days of the date notice was given to ttte State Engineer.
Testing and/or pumping snail not exceeds total of 200 hours unless prior written approval is obtained from the State
Engineer.
Water diverted dunng testing shall not be used for beneficial purposes. fie owner of the hote(s) is responsible for obtaining
permit(s) and complying with all rules and regulations pertaining to the discharge of fluids produced during testing_
All worts must comply with the Water Well Construction Rules. 2 CCR 402-2. Minimum construction standards must be met
or a vanancs obtained
Well Construction and Test Reports (GWS -31) must be submitted to this office by the licensed contractor or authorized
individual within 60 days of the completion of the wont_
Unless a wed tannic is obtained. the hote(s) must be plugged and seated within one (1) year after construction. An
Abandonment Report (form GWS -9) must be submitted within 60 days of plugging & seating.
The owner of me hole(s) should maruarn records of water quality testing and submit this data to the State Engineer upon
The monitoring hole number, owners structure name, and stole owners name and address must be provided on all welt
•permit appli ation(a), well construction and abandonment reports.
A monlotatg hole can not be converted to a production water well (other than a recovery well) unless the.hote or well was
originally constructed by a licensed well construction contractor.
THIS ACKNOWLEDGEMENT OF NOTICE DOES NOT INDICATE THAT WELL PERMIT(S) CAN BE APPROVED.
Additional Condittcns
COLORADO OMSION OF WATER RESOURCES -1313 SHERMAN ST -RM a21 -DENVER -CO 80203 303 a66.35111FAX 703 a66 -35x9
•
GRA
JOHN C. KEPHART & CO.
G jUN[Ttij'1 !A=
R,4
RIES
435 NORTH AVENUE • PHONE 242-7618
Redevedfrom:
.ti
....I.�' .. :.'nae
• GRAND JUNCT10N, CoLDRADo 81501
ANALYTICAL REPORT
Zancanella & Associates. Thomas Zancanel-la
PO Box 1906
Glenwood Springs, CO 31602
Customer No.
Date Received
2/9/2000
2938 water
Labontary No. Sample
Lab number
Sample ID
Sodium(Na)
Calcium(Ca)
Magnesium(Mg)
Potassium(K)
Chloride(C1)
Sulfate(SO4)
Phenol. Alkalinity(CaCO3)
Total Alkalinity(CaCO3)
Dissolved Solids
Hardness (CaCO3)
Ph
Conductivity@+25 deg. C
2/21/2000
Dabs Reported
2938
Willow Well
Cerise Ranch
9.7 ma/1
104 mg/1
22 ma/1
2.4 mg/1
1 mq/I
184 mg/1
0 mg/1
171 mg/1
487 mg/1
349 mg/1
7.5
680 umhos/cm
Limits for Drinking
Colo. Dept. Health
20 mg/1
no official limit
125 mg/1
no official limit
250 mg/1
250 mg/1
no official limit
no official limit
500 mg/1
200 mg/1
no official limit
no official limit
NOTES: This water is hard, and is likely to cause mineral depositing
in household use. Other factors are within guidelines for drinking
and household use, though bacteria testing should be done before drinking.
Not all factors which may be harmful were tested, but the above
analysis covers the most common problems in drinking waters.
Lab Dir.: Brian S. Bauer
yR ,.o?, 7K
•
•
BARRINGER LABORATORIES, INC.
15000 W. 6T1 -I AVENUE, SUITE 300 GOLDEN. CO 80401 (303) 277-1687 FAX (303) 277-1689
Colorado Department of Public Health and Environment - Drinking Water Section
REPORTING FORM FOR PHASE( II V ORGANIC ANALYSES
SAMPLER: PLEASE ALL OUT ONE FORM - FOR EACH INDIVIDUAL SOURCE/PLANT or COMPOSITE SET
YES [ 1 or NO ( 1 THESE RESULTS ARE TO BE USED TO FULFILL STATE SAMPLING REQUIREMENTS
PWSID *: NIA COUNTY: Garfield DATE COLLECTED: 02/10/00
SYSTEWESTABUSHMENT NAME: Cerise Ranch Subdivision
SYSTEM ADDRESS: c/a ZancaneUa & Associates !Glenwood Springs ICO 181601
Snow ooacess / PO eos GTY 5TAT6 DP
CONTACT PERSON: Mark Hayes PHONE: 970-945-5700
SAMPLE COLLECTED BY: Mark Yayes TIME COLLECTED: 15:30 PM
WATER TYPE: RAW [ X1 or CHLORINATED ( ] or OTHER TREATMENT 1
SOURCE(S): LOCATION(S): - address SAMPLE POINT(S):
Willow Weil !Near Highway 82 !Pump Test Tap at wellhead
DO SAMPLES NEED TO BE COUPOSIITED BY LABORATORY? YES ( ] NO [ X ]
If yes, record information for second source or second PWSID4t:
SOURCE(S): LOCATION(S): • address SAMPLE POINT(S):
LABORATORY SAMPLE it: 0002113-02
LABORATORY NAME Barringer Laboratories, Inc.
DATE RECEIVED IN LABORATORY: 02/11/00
COMMENTS:
CLIENT NAME or IN: Cerise Ranch Subdivision
LAB PHONE: (303) 277-1687
DATE ANALYZED: 02/15/00 - 02/29/00
MAL WSWS TO: Colorado Deaam+en? oil -1001h w 3 -ow -az 4913 Cnw+y 09e+1 soum. Denver. Co SOMA 5311
•
LABORATORY#: C000042 REPORT* : 0002113-02 PWSID if N/A
aarmper t.aborerorG?. Inc- Customer. cerise Ranch Subdviaion
13000 W 681 Ave, Gilden. CO 80401
(303) 277.1887
UNREGULATED VOC'S (TRIHALOMETHANES)
(ugn-)
(ug/L) EPA (ug/L) (ug/L) Blank
Contaminant CAS # MCL Method MOL Result Result
Chloroform 67-66-3 WA 524.2 02 BDL BOL
8romodichloromethane 75-27-4 N/A 524.2 0.2 BDL BDL
Chlorodibromomethane 124.48-1 N/A 524.2 0.2 BDL SOL
8romcform 75-25-2 WA 524.2 0.2 BOL BDL
REGULATED ORGANIC CHEMICALS - VOC'S
(L)
(ug/L) EPA (ug/L) (ug/L) Blank
Contaminant CAS # MCL Method MDL Result Result
1.1-Dictlloroethyiene 75-35-4 7 524.2 0.5 BDL BSL
1,1,1-Trichlorcethane 71-55-6 200 5242 0.5 BOL BOL
1,12 -Trichloroethane 79-00-5 5 524.2 0.5 BDL BOL
1,2-Dichoroethane 107-06-2 5 524.2 0.5 BOL BOL
1,2-Dichloropropane 78-87-5 5 524.2 0.5 BOL BDL
1,2,4-Trichlorobenzene 120-82-1 70 524.2 0.5 BOL BOL
Benzene 71-43-2 5 524.2 0.5 BOL BOL
Carbon tetrachionde 56-23-5 5 524.2 0.5 BOL BDL
cis-1,2-Oichloroethylene 156-59-2 70 524.2 0.5 BOL BOL
Dichloromethane 75-09-2 5 524.2 0.5 0.63 0.68
Ethylbenzene 100-41-4 700 524.2 0.5 BOL BOL
108-90-7 100 5242 0.5 BOL BOL
o -Dichlorobenzene 95-60-1 600 524.2 0.5 BOL BOL
para -Dichlorobenzene 106-46-7 75 524.2 0.5 BOL BOL
Styrene 100-42-5 100 524.2 0.5 BOL BOL
Tetras loroethyiene 127-18-4 5 5242 0.5 SOL BOL
Toluene 108-88-3 1,000 524.2 0.5 0.56 BML
trans-1,2-0iChloroethytene- 156-60-5 100 5242 0.5 BOL 80L
Trichloroethylene 79-01-6 5 524.2 0.5 BOL SOL
Vinyl c tlonde 75-01-4 2 524.2 0.5 BOL BOL
Xylenes (total) 1330-20-7 10,000 524.2 0.5 SOL BDL
REGULATED ORGANIC CHEMICALS - SOC'S
(ug/L)
(ug/L) EPA (ug/L) (ug/L) Stank
Contaminant CAS # MCL Method MDL Result Result
Dioxin 1746-01-6 0.00003 513 NT NT
2,4-0 94-75-7 70 515.1 1.0 SOL BDL
2,4,5 -TP 93-72-1 50 515.1 0.1 BOL BDL
Alachlor 15972-60-8 2 5252 0.3 BOL SOL
Atrazine 1912-24-9 3 525.2 0.3 SOL SOL
Benzo(a)pyrene 50-32-6 0.2 525.2 0.1 BDL BOL
Catbofuran 1563-66-2 40 531.1 0.9 BDL act
Chlordane 57-74-g 2 505 0.2 SOL SQL
Daiapon 75-99-0 200 515.1 2.5 SOL BDL
Dibromochloropropane 98-12-8 0.2 504.1 0.02 SOL SOL
Dtnose) 85-85-7 7 515.1 0.5 SQL SOL
Olquat 85-00-7 20 549.1 0.4 SQL SQL
Page 1
•
1
LABORATORY#_ 0000042 REPORT* : 0002113-02
Barringer Laboratories, Inc.
15000 W 8tr, Ave, Golden, CO 80401
(302)277-1687
REGULATED
Contaminant
Di(2-ethylhexyl) adipate
Di(2-ethylhexyl) phthalate
Endothall
Endrin
Ethylene dibromide
Glyphosate
Heptachlor
Heptachlor Epoxide
Hexachlorobenzene
Hexachlorocyc opentadiene
Lindane
Methoxychlor
drawl
Pentach orooheno1
Plctoram
Polychlorinated Biphenyis
Sirnezine
Toxaphene
ORGANIC CHEMICALS -
(ug/L)
CAS # MGL
103-23-1 400
117-81-7 6
145-73-7 100
72-20-8 2
106-93-4 0.05
1071-83-6 700
76-44-8 0.4
1024-57-3 0.2
118-74-1 1
77-47-4 50
58-89-9 0.2
72-43-5 40
23135-22-0 200
87-86-5 1
1918-02-1 500
1336-36-3 0.5
122-34-9 4
8001-35-2 3
EPA
Method
5252
525.2
548.1
505
504.1
547
5252
505
525.2
5252
525.2
505
531.1
515.1
515.1
505
505
505
PWSID # N/A
Customer: Cense Ranch Suo0tvision
SOUS (CONT.)
(ug/L)
MOL
0.5
0.8
9
0.2
0.01
0.2
0.2
0.2
0.1
0.1
0.1
1.0
0.1
1.0
0.5
02
1.0
(ug/L)
Result
(ug/L)
Blank
Result
BOL 80L
0.99 0.76
BOL BOL
BOL BOL
BOL SOL
NT NT
BOL BOL
BDL BOL
BOL BOL
BOL BOL
BOL BOL
BOL BDL
BDL BDL
BOL BDL
BOL BOL.
BDL BOL
BOL BOL
SOL BOL
Contaminant
3-Hydroxycamofuran
Aidtcarb
Aldicarb sultorte
Aldicarb sulfoxide
Aldrin
Butachlor
Carbaryl
Dicamba
Dieldrin
Methonryl
Metolachlor
Methbuzin
P ropacttlor
UNREGULATED ORGANIC
CAS #
16855-82-6
116.06-3
1648.88-4
1648-87.3
309-00-2
2318468-9
63-25-2
1918-00-9
60-57-1
16752-77-6
51218-45-2
21087-64-9
1918-16-7
(ug/L)
MCL
WA
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
CHEMICALS - SOC'S
EPA
Method
531.1
531.1
531.1
531.1
505
525.2
531.1
515.1
505
531.1
5252
5252
5252
(ugit)
MOL
(ug/L)
(ug/L) Stank
rResuit Result
1.0 5DL BDL
0.5 SOL BOL
0.4 BDL SOL
0.5 BOL SOL
0.01 BOL BOL
0.2 BOL BOL
1.0 BOL BOL
0.1 BOL BDL
0.01 BOL BOL
0.5 BDL SOL
0.2 BOL SOL
0.2 BOL SOL
02 BOL BOL
Contaminant
1.1-Dichloroetttane
1.1.Dichtoroprooene
1,1,1,2 -Tetrachloroethane
1,1,2,2 -Tetrachloroethane
1,2,3-Trichlorobenzene
123-Tricttloropropane
UNREGULATED ORGANIC
CAS *
75-34-3
583.58.6
630-20-6
79-34-5
87-81-6
96-18-4
(141-)
MCL
N/A
N/A
NJA
WA
WA
WA
CHEMICALS - VOC'S
EPA
Method
Page 2
524.2
524.2
524.2
524.2
524.2
524.2
(ug/L)
MOL
0.5
0.5
0.5
0.5
0.5
0.5
(ug/L)
Result
BOL
BOL
BOL
BOL
BOL
BDL
(ug/L)
Blank
Result
BOL
SOL
BDL
SOL
SOL
SOL
LA60RATORY0: C000042 REPORT# : 0002113-02
Barringer Laboratories, Inc.
15000 W 6th Ave, Golden. CO 80x0 t
(303) 277.1887
PWSID # N/A
Customer: Cerise Rants Subdhrision
• UNREGULATED ORGANIC CHEMICALS - VOC'S (CONT-)
(ug/L)
(ug/L) EPA (ug/L) (ug/L) Blank
Contaminant CAS 4 MCL Method MOL Result Result
1,2,4-Tnmethy1benzene 95-63-6 NIA 5242 0.5 BOL BOL
1,3-Dichloropropane d 142-28-9 N/A 524.2 0.5 BOL 80L
1,3-D1chloropropene 563-58-8 N/A 524.2 0.5 BOL BDL
1,3,5-Trimethyibenzene 108-67-8 N/A 524.2 0.5 BDL BOL
21-Dichloropropane 594.20-7 WA 524.2 0.5 BOL BDL
Sromobenzene 108-86-1 WA 5242 0.5 BOL SOL
Bromochloromethane 74-97-5 NJA 5242 0.5 BDL BOL
Bromomethane 74-83-9 WA 5242 1.0 BOL BOL
Chloroethane 75-00-3 N/A 524.2 0.5 BOL BDL
Chloromethane 74-87-3 WA 524.2 1.0 BOL BOL
Oibromomethano 74-95-3 WA 524.2 0.5 BOL SOL
Dich orodittuorornethane 7541-8 WA 524.2 1.0 BDL BOL
Fluorotnchtromethene 75-69-4 WA 5242 0.5 BOL BDL
i.cachitxobut&diefe 87-68-3 N/A 524.2 0.5 30L BOL
Irpropytbenzene 98-82-2 NJA 5241 0.5 BOL SOL
rrt-Dichlorobenzene 541-73-1 WA 524.2 t7.5 30L 80L
Naphthalene: 91.20-3 WA 5242 0.5 BOL BOL
n-Buttybenzene 10451-8 N/A 524.2 0.5 BOL BOL
n-Propyibenzene 103-65-1 WA 5242 0.5 BOL BOL
o-Chlorototuene 95-49-8 N/A 524.2 0.5 SOL BOL
p-Chlorotoluene 106-43-4 N/A 524.2 0.5 BOL 80L
p-Isoprapyttotuene 98-87-6 N/A 524.2 0.5 BDL SOL
Sec-butytbenzene 135-98-8 N/A 5242 0.5 BOL BOL
• T ert-butylbenzene 98-08-6 WA 524.2 0.5 SOL SOL
Codes used under Roseate.
NT • indicates (hat water sample was not tested tdr the compound.
8 - indicates when she analyte i4 fount: in the associated blank as well as in the Serval-.
ujL - Mlcrogreme per liter
MCI- Maximum Contaminant Levet
SOL - indicate* that the oom0otrnd was analyztld ter, but was oelow detectable urate.
LBO MDI - Laboratory Method Getectice Urns
,J - The oats indicates Me presence of a comQOune Mat Tests the Idefm iCaibn Cntene
criteria but the result is teas than the same gtranatatlon 1in11t Out greeter then the UM MDL
(Above the tab MOL but bdow the PCL)
spe
Reviewed & pro By:
•
Protect Manager
Title:
Page 3
BARRINGER LABORATORIES, INC.
15000 W. 6TH AVENUE, SUITE 300 GOLDEN, CO 80401 (303) 277-1687 FAX (303) 277-1689
Colorado Department of Public Health and Environment - Drinking. Water Section
REPORTING FORM FOR NITRATE/NITRITE as NITROGEN ANALYSES
SAMPLER: PLEASE FILL OUT ONE FORM - FOR EACH INDIVIDUAL SOURCE/PLANT or COMPOSITE SET
YES [ J or NO [ 1 THESE RESULTS ARE TO BE USED TO FULFILL STATE SAMPLING REQUIREMENTS
PWSID #: N/A COUNTY: Garfield DATE COLLECTED: 02/10/00
SYSTEM/ESTABLISHMENT NAME: Cense Ranch Subdivision
SYSTEM ADDRESS: c/o Zancanella & Associates !Glenwood Springs, 1CO 181601
Street oddre4 / PO Box c ri STATE LP
CONTACT PERSON: Mark Hayes PHONE: 970-945-5700
SAMPLE COLLECTED BY: Mark Hayes TIME COLLECTED: 15:30 PM
WATER TYPE: RAW [ X1 or CHLORINATED [ J or OTHER TREATMENT [ J
SOURCE(S): LOCATION(S): - address SAMPLE POINT(S):
Willow Well (Near Highway 82 jPump Test Tap at wellhead
DO SAMPLES NEED TO BE COMPOSITED BY LABORATORY? YES [ 1 NO (X
LABORATORY SAMPLE 4: 2113
LABORATORY NAME Barringer Laboratories, inc.
1111) DATE RECEIVED iN LABORATORY: 02/11/00
COMMENTS:
•
CLIENT NAME or !D#: Cense Ranch Subdivision
LAB PHONE: (303) 277-1687
DATE ANALYZED: 02/21/00
(mg/L) (mg/L) EPA (mgil)
PARAMETER RESULT MCL METHOD Lab MDL
NITRATEINITRITE-N 0.5 10.0 353.2 0.05
NITRATE NT 10.0
NITRITE NT 1.0
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
eA27/1 PI 014°i- 71/7if?"
Reviewed & Appr by Title
MAIL RESULTS TO: Cororoao Deportment or health. W CA -Ow -2, 4300 Cherry ae®k Scum. Denver. Co 802222-1530
3 7 /..i4e
Date
•
•
BARRINGER LABORATORIES, INC.
15000 W. 6TH AVENUE, SUITE 300 GOLDEN, CO 80401 (303) 277-1687 FAX (303) 277-1689
Colorado Departure of Public Hoeith End Environment - Drinking Water Section
REPORTING FORM FOR ORIGINAL, PHASE II, V INORGANIC ANALYSES
SAMPLER: PLEASE FILL OUT ONE FORM - FOR EACH INDIVIDUAL SOURCE/PLANT or COMPOSITE SET
YES [ J or NO ( J THESE RESULTS ARE TO BE USED TO FULFIL_ STATE SAMPLING REQUIREMENTS
PWS1D 4: N/A COUNTY: Garfield DATE COLLECTED: 02/10/00
SYSTEM/ESTABUSHMENT NAME: Cerise Ranch Subdivision
SYSTEM ADDRESS: c/o ZancaneUa & Associates ,Glenwood Springs ICO 181601
Street warts / aox STV iiAlt DP
CONTACT PERSON: Mark Hayes PHONE: 970-945-5700
SAMPLE COLLEG I EU BY: Mark Hayes TIME COLLECTED: 15:30 PM
WATER TYPE: RAW (X ] or CHLORINATED ( ] or U I HER TREATMENT (
SOURCE(S): LOCATION(S): - address SAMPLE POINTS)
Willow Weil !Near Highway 82 ITest tap at well head
DO SAMPLES NEED TO BL COMPOSSTED Wt LADORATORY7 YES [ I NO [ X I
LABORATORY SAMPLE it: 0002113-01
LABORATORY NAME: Barringer Laboratories, Inc.
DATE RECEIVED IN LABORATORY: 02/11/00
COMMENTS:
PARAMETER
CUENT NAME or IDS: Cerise Ranch Subdivision
LAB PHONE (303) 277-1687
DATE ANALYZED: 02/11/00 02/18/00
(m9/L) (mg/L) EPA (Ing/L.)
RESULT MCL METHOD Lab MDL
ANTIMONY BOL 0.006 200.9 0.003
ARSENIC SOL 0.05 200.9 0.002
BARIUM 0.05 2.0 200.7 0.01
BERYLLIUM BOL 0.004 200.7 0.002
CADMIUM BOL 0.006 200.7 0.002
CHROMIUM 30L 0.1 200.7 0.005
COPPER BOL t .3' 200.7 0.005
CYANIDE VT 0.2 335.4 0.01
?FLUORIDE 0.3 4.0 300.0 0.1
LEAD BOL 0.015' 200.9 0.001
MERCURY BOL 0.002 245.1 0.0002
NICKEL BDL 0.1 200.7 0.02
SELENIUM BOL 0.05 200.9 0.002
SODIUM 10 '• 200.7 1
SULFATE 170 500.0" 300.0 1
THALLIUM BOL 0.002 200.9 0.001
NT = Not tested for Compound
mg/t. = Mdligrems per Uter
MCL = Maximum Contaminant Levet
Lao MOL = Laboratory Method Detection Limit
• = NOT an MCL 'Action Level'
= NOT an MCL 'Monitoring Requirement Only"
H = Holding time has been exceeded
Ebolt/1 Title
?P7)."
Reviewed & Appr ea by
RM4 R1:W TO: Cat n:3 o Oeponment at Hearn. wCC3-Ow-6Z 4300 Cnem Crew Saran. Denver. CO 90222.1510
3 / 7 2 ttx4°
Date
•
•
•
BARRINGER LABORATORIES, INC.
15000 W. 6TH AVENUE, SUITE 300 GOLDEN, CO 80401 (303) 277-1687 FAX (303) 277-1689
Colorado Department of Public Health and Environment - Drinking Water Section
REPORTING FORM FOR RALHOLOGICAL ANALYSIS
SAMPLER: PLEASE FILL OUT ONE FOAM - FOR EACH INDIVIDUAL SOUACE/PLANT or COMPOSITE SET
YES [ j or NO [ j THESE RESULTS ARE TO BE USED TO FULFILL STATE SAMPLING REQUIREMENTS
PWSID 4: N/A COUNTY: Garfield DATE COLLECTED: 2110/2000
SYSTEM/ESTABLISHMENT NAME: Cerise Ranch Subdivision
SYSTEM ADDRESS: Go Zancanella and Associates, I Glenwood Springs 1CO 181601
R
odesc! PO 6ax ctry �TATE
�cc
CONTACT PERSON: Marie Hayes PHONE: 970-945-5700
SAMPLE COLLECTED BY: Mark Hayes TIME COLLEC T ED: 15:30 PM
WATER TYPE: RAW [ X J or CHLORINATED [ J or OTHER TREATMENT [
SOURCE(S): LOCATION(S): - address SAMPLE POINT(S):
Willow Well (Near Highway 82 (Wellhead, no treatment
DO SAMPLES NEED TO BE COMPOSITED BY LABORATORY? YES ( 1 NO (X ]
LABORATORY SAMPLE #: 0002165-01 A
LABORATORY NAME: Barringer Laboratories, Inc.
DATE RECEIVED IN LABORATORY: 02114/00
COMMENTS:
CLIENT NAME or !Da: N/A
LAB PHONE: (303) 27-1697
DATE ANALYZED: 02/18/00 - 02/23/00
(Pea) (PCi/L) EPA (PCUL)
PARAMETER RESULT MCL METHOD Lab MDL
GROSS ALPHA 0.1
GROSS BETA 42 50 4UO.O 5
TOTAL SCUDS, rng/L 430 N/A 160.3 10
RADIUM 226 NT
RADIUM 228 `T
URANIUM NT
RADON NT
ADJUST tD ALPHA NT
VIP
15"'
NT : Not Tested for Compound
N/A = Not Applicable
mg/L a Milligrams per Liter
pCi/L = Picocuries ger Liter
MCL = Maximum Contaminant Laval
Lab MOL = Laboratory Method Detection Umit
- = MCL for Radium 226 and 228 CCCM81NED is 5 pCJ1. MCL n the process of being cnanged by EPA.
•• c MCL in the process of bei set by EPA
"**.• Gross Alpha minae Urantum minus Radon aguals Adjusted Aipha
ag°
App15Reviewed & ved by
797,01 3 /7 /Z0 0
Q.--t?rifoi Date
'NAIL cows TO: Coiorodo oeovar+rx» o +sdm. WWCD-ow-32. 4300 Cnanv 5oum. Ca+v.. CO 3Q22.-1530
TOTAL. P.08
•
•
•
REPORTING FORM F MICROSCOPIC PARTICULATE ANALY . (MPA)
YES ( ) or NO ( ) THESE RESULTS ARE TO BE USED TO FULFILL STATE SAMPLING REQUIREMENTS
PWSID #: N/A COUNTY: Garfield SAMPLE COLLECTED BY: Mark Hayes
SYSTEM/ESTABLISHMENT NAME: Cerise Ranch c/o Zancanella
SYSTEM ADDRESS: P.O. Box 1908,GIenwood SArings,C0 81602
DATE SAMPLE BEGAN: 2/10/00 DATE SAMPLE ENDED: 2/11/00
SAMPLE START TIME: 1600 SAMPLE END TIME: 1300 am/pm
PLEASE CHECK WATER TYPES: RAW( -\l ) FINISHED () SURFACE () GROUND ()
SOURCE/WTP NAME: Willow well QUANTITY SAMPLED R = 4,749 liters
----------------------------- ---For Laboratory Use Only Below This Line
LABORATORYSAMPLE# 099-309 SAMPLE METHOD 1994 CDH Modifications
LABORATORY NAME Microsearch Laboratory LAB PHONE# (970) 241-1446
DATE RECEIVED INLABORATORY 2/10/00 DATE PROCESSED 2/1 1 /00
MICROORGANISMS
RAW WATER FINISHED WATER
(Numbers/100 G) (Numbers/100 Ll
Cryptosporidium :ct.!FA Cunt N/A N/A
Giardia total IFA Count N/A
If
Nondiatomaceuos Algae 1 n.o.
Diatoms n.o. n.o.
Plant Debris n.o. n.o.
Rotifers n.o. n.o.
Nematodes n.o. n.o.
Pollen n.o. n.o.
Ameba n.o. n.o.
Ciliates n.o. n.o.
Colorless Flagellates n.o. n.o.
Crustaceans n.o. n.o.
Other Arthropods n.o. 9.0.
Insectsilarvae n.o. n.o.
Other n.o. n.o.
Giardia by Consensus Method n.o. n.o.
Coccidia by Consensus Method n.o. n.o.
EVALUATION PERCENT RED. LOG REDUCTION
CENTRIFUGATE REMOVAL
MICROORGANISM REMOVAL
TURBIDITY, NTU
RISK LEVEL (Ground Water) 4 = Low
n.o.,,= none observed
Reviewed & Approved by Tifle / Date
MAIL RESULTS TO:
Colorado Department of Public Health and Environment
WQCD-CMDM ATTN: Erica Kannely
4300 Cherry Creek Drive South, Denver, CO 80246-1530
IVU
•
•
•
C•Imilwoonsimme
d
maimmemm
LABORATORY & RADIATION SERVICES
8100 LOWAY BOULEVARD
DENVER. CO 802204328
US MAIL
PO BOX 17123
DENVER. CO 80217
WATER
BACTERIOLO
11
SAMPLE INFORMATION: ❑ COMMUNRY u NON -COMMUNITY
(❑ ROUTINE El
PWS IDI / I i J SPECIAL PURPOSE ❑FINISHED
Sr RAI)C-14W.54— OEAQ
N
AME F SYSTEM CHLORINE R IDUAL
1 �y S(2 A - a - j-KGT4 C.;`Ai2()
CITY COUNTY
C PRIVATE
C REPEAT FOR THE MONTH OF
/VA— MG&
ADDRESS
16 oft
DATE ME BY
0 Am
/ /PM—
COLLECTED
RECEIVED
ORDERED BY: (SAMPLE MAY NOT BE TESTED IF ALL NFORMATION IS NOT PROVIDED)
((4-7D 1 c7k " S) 0 C>
FEE SUMP
(;))
LAB 108 (07/97)
PHONE A
NAME /� _
/DDS C nE� G
ADDRESS Cj
J J
CITY / STATE / ZIP
?EST ORDERED STD SACT. C OTHER
RESULTS: SEE REVERSE FOR EXPLANATION
TOTAL COLIFORM Q PRESENT /41rABSENT
MOST PROBABLE NO.
COUFORMl100ML
C DENVER CD
GP
ANALYST V