HomeMy WebLinkAbout1.04 Water & ISDSNovember 22, 2006
Frac Tech Services, LLC
c/o Farris Wilks
Chief Operations Officer
16858 Interstate 20
Cisco, TX 76437
RE: Frac Tech Water Supply Assessment
Parachute, Colorado
Dear Mr. Wilks:
Consulting Corporation
We have completed a water supply assessment for the Frac Tech Property located near
Parachute, Colorado. This parcel is about 77 acres in size and is located between Interstate 70
and the Colorado River at a location approximately four miles southwest of Parachute,
Colorado. It is situated within Section 27 of Township 7 S., Range 96 W. of the 6th P.M.
Frac Tech proposes to use water on the property for domestic and sanitary uses, and for truck
washing purposes. A minor amount of water may also be used for landscape irrigation
purposes. As outlined below, we conclude that adequate on-site physical and legal water
supplies are available to supply these water demands.
WATER DEMANDS
Water demands for the site are summarized in Attachment 1. Maximum water demand for the
Frac Tech site is estimated to total about 18.67 acre feet per year (Column 11), and maximum
water consumption is projected to total about 16.8 acre feet per year (Column 12). The
maximum demands are extremely conservative and assume that no water is recycled for truck
washing purposes. Of the total maximum use, approximately 1.92 acre feet will be required
for sanitary purposes (Column 5). Sanitary demands are based on an average daily use of
2000 gallons. An additional 1.39 acre feet of water is required for landscape irrigation of
20.000 square feel������ .,.:�, 7 . k . appro.;rCqu1;.c(1
washing (Column 9), based on washing 40 trucks per day, six days per week, with 400 L�alloos
of water per truck wash.
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Mr. Wilks
November 22, 2006
Page - 2
The above estimates are extremely conservative and do not take into account the aggressive
water recycle system that will be used within the truck wash. The truck wash system will
recycle used wash water. This water will be used for washing purposes in a subsequent cycle.
About 10% to 15 % of additional fresh water will be introduced at each wash cycle for rinsing
purposes. Accordingly, the truck washing system will require treated water supplies of only
10% to 15% of the water outlined in Column 9 of Attachment 1. When considering the
recycle system, the total water demands for the site will average about 5.6 acre feet per year
(Column 14). This use equates to a maximum monthly demand of about 4.9 gallons per
minute (Column 15). On-site consumptive water use, when considering the recycle system,
will total about 3.7 acre feet per year (Column 16).
PHYSICAL WATER SUPPLIES
Available water yield and water quality are summarized below.
Water Yield. Water for the Frac Tech Site will be derived from one or more on-site
wells. A recent pump test of a well already located on the property confirmed that
adequate physical water supplies are available to meet the demands outlined on
Attachment 1. The well was pump tested at a rate of 15 gallons per minute and no
drawdown was observed. Accordingly, a single well will be adequate to supply the
maximum average monthly demand of 4.9 gallons per minute. It may be prudent to
develop an additional on-site well for back-up purposes in case the primary water
supply well becomes in -operational for any reason.
Frac Tech is also the owner of the Shale Pumps and Pipeline water right. This water
right contemplated the development of a pump station from the Colorado River at a
capacity of over 11 cubic feet per second (5000 gallons per minute). If desired, Frac
Tech could also construct a small portion of this pump and pipeline facility for truck
washing purposes. As outlined below, it is possible although not anticipated that the
water treatment costs associated with a pipeline from the Colorado River may be less
than the treatment costs associated with an on-site well.
Water Quality. Water quality test results for the existing on-site well is presented in
Attachment 2. Sample results reflect that the well will require treatment in order to
meet drinking water standards for domestic water supplies. Based on a review of the
water quality sample by loL.al Cul4.an rchrescntativcs. i( appears that a st,rndard
reverse osmosis system with a standard water softener will be adequate to treat water
for sanitary uses. It may be possible to use only a water softening system for non -
potable water supplies and for truck washing. Water treatment systems have not yet
Mr. Wilks
November 22, 2006
Page - 3
been designed for the project, and the final configuration and cost of the ground water
treatment system has not been developed. It is possible, although not anticipated, that a
treatment system for Colorado River water may prove less expensive for truck washing
purposes. Accordingly, we suggest that you evaluate and cost a secondary truck
washing system that utilizes Colorado River water.
LEGAL WATER AVAILABILITY
The water rights for on-site ground water wells, and for the Shale Pumps and Pipeline (if
used), will have a relatively junior priority. These junior water rights will be subject to
curtailment by a downstream call from senior irrigation water rights in the Cameo area. In a
critical dry year, a call could occur in portions of April and May, and from mid-July through
the end of October. In most years, such as the historical years of 2005 and 2006, no water
right call will occur.
In order to augment out -of -priority depletions for the project, and to secure a permanent and
reliable legal water supply, Frac Tech has entered into a contract with the West Divide Water
Conservancy District (Attachment 3). Pursuant to this contract, Frac Tech will divert water
pursuant to West Divide's previously approved substitute water supply plan. West Divide will
also adjudicate a permanent water right plan for augmentation which will include the Frac Tech
project. A total of 17.6 acre feet of augmentation water from the existing Ruedi Reservoir was
purchased from West Divide. This amount of Ruedi Reservoir water is associated with
maximum demands that would occur without a truck wash recycle facility, and is substantially
in excess of the anticipated water consumption for the project (3.7 acre feet). Accordingly, it
may desirable to reduce the amount of water contracted from West Divide in the future.
SUMMARY
Adequate physical and legal water supplies are available to supply water for the Frac Tech
development. Based on recent pump tests and water quality samples, we conclude that on-site
ground water wells can provide a water supply of adequate quantity and quality for the project.
Also, a pump and pipeline from the Colorado River could be used for truck washing purposes
if surface water treatment costs are cheaper than ground water treatment costs. The water
right augmentation contract from the West Divide Water Conservancy District provides a
reliable source of water for on-site ground water wells, or for a Colorado River pumping,
Mr. Wilks
November 22, 2006
Page - 4
We hope this assessment is helpful. If you have any questions or require any additional
information at this time, please do not hesitate to contact us!
Sincerely,
RIVER CON
r'
Kerry D. Sundeen
Hydrologist
KDS/kdj
Enclosures
Cc: Glenn Chadwick
Chris Boelke
TING CORPORATION
1:/Hydrology/528 Frac Tech/Documents/528 memo 112006.doc
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WDWCD Contract Amount w/ 5% transit Loss =
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With Rec cle of Wash Water
Average
Total Daily
Diversion Diversion Total C.U.
AF ,.m AF
0.359 2.6 0.220
0.324 2.6 0.199
0.359 2.6 0.220
0.420 3.2 0.271
0.572 4.2 0.391
0.645 4.9 0.451
0.671 4.9 0.470
0.613 4.5 0.423
0.527 4.0 0.357
0.415 3.0 0.265
0.347 2.6 0.213
0.359 2.6 0.220
5.610 - 3.701
Without Rec cie of Truck Wash Water
Total
WDWCD
Total Contract
Diversion Total C.U. Amount
(AF) (AF) (AF)
1.468 1.329 1.396
1.326 1.201 1.261
1.468 1.329 1.396
1.493 1.344 1.412
1.661 1.500 1.575
1.718 1.524 1.600
1.780 1.579 1.658
1.722 1.532 1.609
1.600 1.430 1.501
1.524 1.374 1.443
1.421 1.286 1.351
1.468 1.329 L395
18.668 16.759 17.597
Truck
Irrigation Washing
Diversion Irrigation Diversion & Pond
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frac tech water use estimates 112008
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Attachment 2
Water Quality Sample
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4312 Mawr 4 A1'tkve
JOHN C. X£PHAIZT & CO.
GHND JUNCTION LA80Rfl1DR1ES
PHORE (970) 242-78111 • FA21 (870) 2471 723s ♦ GRAND JNRaT10N. COLORADO .1 °0(
— ANALYTICAL REPORT —
Him., Drilling
2390 Highway 6 & 50
Grand Jct., CO 81505
970-242-8893, FAX 242-8895
C..slom m rig Labor refry No.
32$d
Om* awelved 10/31/06
Lab number
Sample ID
Sodium(Na)
emloium(C8)
Magnesium (M1)
Potassium(K)
Chloride(C1)
-----
Sulfate(SO4)111111 --.-- -----
Phenol. Alk.slinity(CaCO3)
Total Alkalin,ity(CiCO3)A
Dissolved Solids
Hardness (C. CO3)
pH
Conductivitee25 deg. C
Total Colif.,rm Bacteria
3280
Freak Tec Well Sue.
"House Well"
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119 amiummimmow
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Limits for
Coliform Be
milliliter
considered
is much hig
Not all 'ac
tested, but
Sam* water
v.tt e4
400 mg/1
299 mg/1
129 rag/1
5.3 eg/1
414 mg/1
_
1230 mg/1
0 mg/1
411 mg/1
2820 mg/1
1280 mg/1
7_35
3690 umhoe/cm
1 co1/100m1
11/8/06
suggested Limits for Public
Water Supplies, Colo_
Dept. of Health
20 mg/1
no official limit
125 mg/1
no official limit
250 mg/1
250 mg/1
no official limit
no official limit
500 mg/1
200 mg/1
6.5-8.5 acceptable
- no ofticial limit
must be less than 1
lrinking water are provided for comparison -
:terra is required to be less than 1 colony per 100
sample in public drinking auPPlies. Coliform Bacteria is
potentially harmful to drink. The overall salt content
ler than recommended for drinking or household use.
tors which might be harmfvl in a drinking water wcra
the ahalysis abcve cover$ ri„sny common problem factor,.
Lab 057 BrSar, 5 �r
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JOHN C. KEPHART & CO.
1.J
[Tft1t' LA3
1T1
IES
INUV 1 4 Can'
435 NORTH AVENUE • PHONE: (970) 242-761a • FAX: (970) 243-7235 I GRANO JUNCTION, COLORADO R SOt
Received front:
— ANALYTICAL REPORT
Development Construction Services
Chris Boelke
2350 G. Road, Suite 240
Grand Junction, CO 81505 242-3674 PHONE
245-3674 FAX
3354 water
Customer No. Laboratory No. Sample
11/10/06 11/13/06
Date Received Date Reported
Sample
Total Iron(Fe)
3354
Frac Teo
Suggested Limit for
Public Supplies,
Colo. Dept,
of Health
2.03 mg/1 0.3 ma/1
Director: B. Bauer
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Attachment 3
West Divide Water Conservancy District
Augmentation Contract
1
WEST DIVIDE WATER CONSERVANCY NCY DISTRICT
109 WEST FOURTH STREET P. O. BOX 14,78
RIFLE, COLORADO 81650-1478
waterredwcd.org
wdwcd.org
111,
ISeptember 25, 2006
IChris Belke
Frac Tech Se r, ces LLC
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16858.1112
Cisco, r 96437
Mr. Belke:
Tel: 970-625-54S1
Fax: 970-625-2796
closed is your approved contract #060921FTS(a). Please read the contract carefully if you have not already done so, but
please especially note paragraph 2 concerning availability of water.
West Divide obtains its augmentation water from a number of sources and operates its water suPPYP program pursuant to a
Temporary Substitute Supply Plan ("TSSP") approved annually by the State Engineer's Office. TSSPs are common for water
conservancy districts and West Divide has operated pursuant to a TSSP for several years with no significant reliability issues.
Federal policy relating to endangered species, environmental concerns, and forces of nature are always such that no source
of water can be guaranteed during any season or from year to year. Further, the State Engineer's Office periodically reviews
the geographic area served by West Divide and has recently made a decision to reduce West Divide's Area A Service Area.
While your structure is currently located within the West Divide Area A Service Area, the Division Engineer's Office could
another adjustment to the Service Area in the future and your structure could fall outside the Service Area and be
bject to curtailment by the State Engineer's Office.
West Divide continues to make good -faith efforts to obtain alternative long-term supplies in an effort to make reliable and
predictable the water supply anticipated by your contract with us. West Divide also continues to make good -faith efforts to
maintain its existing TSSP and keep its Area A Service Area intact. For most years, we expect to be successful in these
efforts.
IThis water allotment contract may require you to obtain a well permit from the State Engineer's office. Once your well is
drilled you are required to install a measuring device and submit a meter reading to West Divide, upon request.
INlon-compliance with measuring and reporting requirements are grounds for cancellation of your water allotment contract
with West Divide. This could result in action by the State Engineer which could prevent your further use of your well.
1 Sincerely yours,
et Maddock
7
;nclosure
1
Division No. 5 Water Resources w/enclosure
erry D. Sundeen, Hydrologist w/enclosure
Sar:anei B. r'oqtcr, President Ka -1f Coto y dice PresidentJ. Secretary
�' � , � Robert �rrer�a, S �, �G;y
Laverne Starbuck, Treasurer Brfc-E. Wangler, Director
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APPLICATION TO LEASE WATER FROM
WEST DIVIDE WATER CONSERVANCY DISTRICT
109 West Fourth Street, P. O. Box 1478, Rifle, Colorado 81650
Contract #060921 FTS(a)
Map #551a,b,c
Date Approved 9/21/06
Fax: (970) 625-2796
Telephone: (970) 625-5461
L APPLICANT INFORMATION
Name: Frac Tech Services LLC
Mailing address: 16858 IH 20
Cisco. TX 76437
Telephone: 970-640-4826
Authorized agent: Chris Belke
2. COURT CASE #'s: Decree Case No. N/A
Augmentation Plan Case No. tvIA
3. USE OF WATER
❑ RESIDENTIAL (check applicable boxes)
In Ordinary household use Number of dwellings:
❑ Subdivision: No. constructed units: No. vacant lots
Q Home garden/lawn irrigation of 22.000 sq. g.
Method of irrigation: 0 flood 0 sprinkler 0 drip 0 other
Q Non-commercial animal watering of animals
D Fire Protection
❑ Evaporation: Maximum water surface to be exposed:
Description of any use, other than evaporation, and method of
diversion, rate of diversion, and annual amount of diversion of any
water withdrawn from the pond:
Well Sharing Agreement for multiple owner wells must be submitted If
greater than two owners, application must be made under a homeowners
association.
p COMMERCIAL (check applicable boxes)
Number of units: Total sq. ft of commercial units:
Description of use: 2.000 fpd commerical sanitary use
D INDUSTRIAL
Description of use: Truck washing (See Anachment I)
Evaporation: Maximum water surface to be exposed:
Description of any use. other than evaporation, and method of diversion, rate
of diversion, and annual amount of diversion of any water withdrawn from
the pond:
❑ MUNICIPAL
Description of use:
❑ DIRECT PUMPING
Tributary:
Location:
';rlt:R('T: tlr 1vATI:It
G'.iurla ,_ ❑Sioraou
'-ttrrettt Pert -'t
Lj,.inu:nc;
5. LOCATION OF STRUCTURE
See Attachment 2
County Quarter/quarter
Quarter
Section
Township Range
Distance of well from section lines:
P. M.
Elevation:
Well location address:
(Attach additional pages for multiple structures)
6. LAND ON WHICH WATER WILL BE USED
(Legal description may be provided as an attachment.)
See Attachement 3 and 4
Number of acres in tract 77
Inclusion into the District, atApplieant's expense, mar be required
7. TYPE OF SEWAGE SYSTEM
1:I Septic tank/absorption leach field ❑Central system DOther
District name:
8. VOLUME OF LEASED WATER NEEDED IN ACRE FEET:
17.60 (minimum of I acre foot except augmentation
from Alsbury Reservoir where a lesser amount is allowed)
Provide engineering data to support volume of water requested.
Commercial municipal; and industrial users must provide diversion and
consumptive data on a monthly basis.
A totalizing flow meter with remote readout is required to he installed and
usage reported 10 West Divide.
Applicant expressl acknow as had the • . porlunily 10 review the
District's form Wa er: . ontrad • •agrees this application is
made pursu an subj terms ar:d onditions contained therein.
Applicant Signature
Application Date:
V1 IS
//j‘
1 Net
.1 -he printed portions of this form, cxccpt differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District.
Form ;; N'DWCD 050901 API'
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frac tech water use estimates
Attachment 2
Location of Proposed Wells
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Frac Tech Well No. 1
rac Tech Well No. 2
ac Tech Well No. 3
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Attachment 3 - Approximate Parcel Location
Date: 09/06/2006
Client: Frac Tech Services LLC
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unor/0os 935:06 PM mod ND1
Exhibit A
iU No : 926 30114444-185 S1IF
The SE1/4NW1/4, the NEI/4SW1/4, the NW1/4SW1/4, and Lot 2 of Section 27, Township 7 South,
Range 96 West of the 6th P M.
The SW1/4SW1/4 of Section 27, Township 7 South, merge 96 West of 6th P.M. except that part of said
S W 1/4 SW 1/4 southerly of the southerly boundary of U.S. Highway No. 6 and 24.
That part of Lot 1 and of the W12NEU4 of Section 27, Township 7 South, Range 96 West of the 6th
P .M.., described as: Beginning at s point on the westerly boundary line of said W 12NEU4 285 feet southerly of
the North quarter corner of said Section 27; thence S. 59°35' E. 2.48 fleet thence S. 22°58' E. 285 feet; thence S.
87°46' E. I78 feet thence S. 23°35' E. 290 f thence 5.63°54' E. 289 feet; thence S. 51°44' E. 545 fee4
glance 47°47'E. 378 feet; mace S. 29°09' E. 228 feet thane S. 74°13' E.121 feet thence S. 49°37'. E. 176 feet
to the Northwesterly bank of the Colorado River; thence southwesterly along said bank of said River to its
intersection with the south, boundary line of said Lot 1; thence westerly along said South boundary line to the
Southwest quer of said WIRNEU4, and ice northerly along the westerly boundary line of said W 1t2NE1/4
to the point of beginning.
Excepting :
(a) Alt teal property described in Deeds recorded August 10, 1962 in Book 343 at page 569 and Re-recorded
in Book 343 at page 426.
(b) All real property that was taken by Rule and Order of Case No. 81 CV164 recorded January 4, 1988 in
Book 727 at Page 255 as Reception Number 388735.
(c) All real Itmperty descrilsed m Deeds =carded March 16,1989 in Book 567 at Page 502 as Reception
Number 312881, recorded March 16, 1989 in Book 567 at Page.503 as mon Number 312882 and
recorded March 16, 1981 in Book 567 at Page 504 as Reception Number 312883.
All Parcels being situated in the County of Garfield; State of Colorado.
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Contract #O 0921FTS(a)
Map #551a,b,c.
Date Approved 9/21/06
WEST DIVIDE WAI ER CONSERVANCY DISTRICT
WATER ALLOTMENT CONTRACT
Name of Applicant: Frac Tech Services LLC
Quantity of Water in Acre Feet: 17.6
Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State of Colorado,
organized pursuant to and existing by virtue of C.R.S. 1973, §37-45-101, et seq., (hereinafter referred to as the "District") for an allotment contract
to beneficially and perpetually use water or water rights owned, leased, or hereafter acquired by the District. By execution of this Contract and the
attached Application, Applicant hereby agrees to the following terms and conditions:
1. Water Rights: Applicant shall own water rights at the point of diversion herein lawfully entitling Applicant to divert
water, which will be supplemented and augmented by water leased herein. If Applicant intends to divert through a well, it must be understood by
Applicant that no right to divert exists until a valid well permit is obtained from the Colorado Division of Water Resources.
2. Quantity: Water applied for by the Applicant in the amount set forth above shall be diverted at Applicant's point of
diversion from the District's direct flow water rights, and when water is unavailable for diversion pursuant to administration by the Colorado State
Engineer during periods when said direct flow water right is not in priority, the District shall release for the use of Applicant up to said quantity in
acre feet per year of storage water owned or controlled by the District. It is understood that any quantity allotted from direct flow, storage or
otherwise, to the Applicant by the District will be limited by the priority of the District's decrees and by the physical and legal availability of water
from District's sources. Any quantity allotted will only be provided so long as water is available and the Applicant fully complies with all of the terms
and conditions of this Contract. The District and the Applicant recognize that some of the District's decrees may be in the name of the Colorado
River Water Conservation District, and the ability of the District to allot direct flow right to the Applicant may be dependent on the consent of the
Colorado River Water Conservation District. If at any time the Applicant determines it requires less water than the amount herein provided,
Applicant may so notify the District in writing, and the amount of water allotted under this Contract shall be reduced permanently in accordance with
such notice. Rates shall be adjusted accordingly in following water years only.
3. Beneficial Use and Location of Beneficial Use: Any and all water allotted Applicant by the District shall be used for the
following beneficial use or uses: industrial, municipal, domestic and related uses. or commercial (except for commercial use from AlsburyReservoiir
and except to the extent that Ruedi Reservoir water may not be available for commercial as that term is defined on Page 5 of Contract No. 2-07-70-
W0547 between the United States and the West Divide Water Conservancy District). Applicant's beneficial use of any and all water allotted shall be
within or through facilities or upon land owned, leased, operated, or under Applicant's control.
4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir, Green Mountain
Reservoir, Alsbury Reservoir, or othcr works or facilities of the District, or from other sources available to the District, shall be delivered to the
Applicant at the outlet works of said storage facilities or at the decreed noir( of diversion for said other sources, and rclrasc or deliver of water at
I li is
..eau;, �u. to ,nslnct >n ,iibstihjeci to the ct nracs, I r,.It. LEr.i
i',".11-
JI , � ❑.ler,!
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. Any quantity of the Applicant's allocation not
delivered to or used by Applicant by the end of each water year (October 1), 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, rnay call on any greater amount at
new or alternate points of diversion. The District shall request the Colorado Division of Water Resources 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.
Water service provided by the District for properties located within the Bluestone and Silt Water Conservancy Districts is
provided pursuant to Agreements with said Districts. The Intcrgovemmental Agreement between the District and the Silt Water Conservancy
District, dated January 25, 2001, is recorded as Reception No. 575691, Garfield County Clerk and Recorder's Office. The Intergovernmental
Memorandum of Understanding between the District and the Bluestone Water Conservancy District, dated April 26, 2001, is recorded as Reception
No. 584840, Garfield County Clerk and Recorder's Office.
5. Alternate Point of Diversion and Plan of Augmentation: Decrees for alternate points of diversion of the Districts water
rights or storage water may be required in order for Applicant to use the water service contemplated hereunder. Obtaining such decree is the
exclusive responsibility of Applicant The District reserves the right to review and approve any conditions which maybe attached to judicial approval
of said alternate point of diversion as contemplated or necessary to serve Applicant's facilities or lands. Applicant acknowledges and agrees that it
shall be solely responsible for the procedures and legal engineering costs necessary for any changes in water rights contemplated herein, and further
agrees to indemnify the District from any costs or losses related thereto. Applicant is solely responsible for providing works and facilIdes necessary to
obtain/divert the waters at said alternate point of diversion and deliver them to Applicant's intended beneficial use. Irrespective of the amount of
water actually transferred to the Applicant's point of diversion, the Applicant shall make annual payments to the District based upon the amount of
water allotted under this Contract.
In the event the Applicant intends to apply for an alternate point of diversion and to develop an augmentation plan and institute
legal proceedings for the approval of such augmentation plan to allow the Applicant to utilize the water allotted to Applicant hereunder, the Applicant
shall give the District written notice of such intent In the event the Applicant develops and adjudicates its own augmentation plan to utilize the
water allotted hereunder, Applicant shall not be obligated to pay any amount under Paragraph 19 below. In any event, the District shall have the right
to approve or disapprove the Applicant's augmentation plan and the Applicant shall provide the District copies of such plan and of all pleadings and
other papers filed with the water court in the adjudication thereof.
6, Contract Payment: Non-refundable, one time administrative charge, in the amount determined by the Board ofDirectors
of the District from time to time, shall be submitted with the application for consideration by the District.
Annual payment for the water service described herein shall be determined by the Board of Directors of the District. The initial
annual payment shall be made in full, within thirty (30) days after the date of notice to the .Applicant that the initial payment is due. Said notice will
advise the Applicant, among other things, ofthc waterdelivrrvycar 1: which t'tr_' is ilial p anent sh:;ll apply and th;. price :' ;:h i :n; !icahk to that
Annual payments for each year thereafter shall be due and payable by the Applicant on or before each January 1 . If an annual
payment is not made by the due date a flat S50 late fee will be assessed. Final written notice prior to cancellation will be sent certified mail, return
receipt requested, to the Applicant at such address as may be designated by the Applicant in writing or set forth in this Contract or Application.
Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so as to prevent the District
from adjusting the annual rate in its sole discretion for future years only.
If payment is not made within fifteen (15) days after the date of said written notice, Applicant shall at District's sole option have no
further right, title or interest under this Contract without further notice, and delivery may be immediately curtailed. The allotment of water, as herein
made, may be transferred, leased, or otherwise disposed of at the discretion of the Board of Directors of the District.
Upon cancellation of this water allotment Contract with the District, the District shall notify the Division of Water Resources
offices in Denver and Glenwood Springs. The Division of Water Resources may then order cessation of all water use.
7. Additional Fees and Costs: Applicant agrees to defray any 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 and adjudication necessary to allow Applicant's use of such allotted water rights.
8. Assignment: This Contract shall not inure to the benefit of the heirs, successors or assigns of Applicant, without the
prior written consent of the District's Board of Directors. Any assignment of Applicant's rights under this Contract shall be subject to, and must
comply with, such requirements as the District may hereafter adopt regarding assignment of Contract rights and the assumption of Contract
obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from applying to the District for
individual and separate allotment Contracts. No assignment shall be recognized by the District except upon completion and filing of proper forms for
assignment and change of ownership.
In the event the water allotted pursuant to this Contract is to be used for the benefit of land which is now or will subsequently be
subdivided or held in separate ownership, the Applicant may only assign the Applicant's rights hereunder to: 1) No more than three separate owners
all of whom shall be party to a well sharing agreement satisfactory to the District; or 2) A homeowners association, water d istrict, water and sanitation
district or other special district properly organized and existing under the laws of the State of Colorado, and then, only if such parties, association or
special district establishes to the satisfaction of the District that it has the ability and authority to perform the Applicant's obligations under this
Contract. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this Contract have any rights
hereunder, except as such rights may exist pursuant to a well sharing agreement or through a homeowners association or special district as provided
above.
Upon the sale of the real property to which this Contract pertains, Applicant shall make buyer aware of this Contract and proper
forms for assignment and change of ownership must be completed.
9. Other Rules: Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules and
regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law.
terms and conditions 1,s, the hoard cif Directors of the Disuict. Ltr Board r,' :•;,id Uisins: t1el. miitir. i . i!�=r,.
discretion that such as agcement is r qu:rrd. Said 2SSreemertt mai contain, hut shall 001 he 11101P:1,110. prov1isinn; for additinnrl ;annual rine:•u:1
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consideration for extension of District delivery 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, reapprove or disapprove any proposed change in use
of the water 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. Use and Place of Use; Applicant agrees to use the water in the manner and on the property described in the documents
submitted to the District at the time this Contract is executed, or in any operation and maintenance agreement provided by Applicant Any use other
than as set forth thereon or any lease or sale of the water or water rights herein, other than as permitted in paragraph 8 above, shall be deemed to be a
material breach of this agreement.
13. Title: It is understood and agreed that nothing herein shall be interpreted to give the Applicant any equitable or legal fee
title interest in or to any water or water rights referred to herein.
14. Conservation: Applicant shall use conunonly accepted conservation practices with respect to the water and water rights
herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the District for use of District owned or controlled water or
water rights.
15. Restrictions: Applicant shall restrict actual diversions to not exceed the contract amount, which provides water (on the
formula of one acre foot per dwelling) for ordinary household purposes inside one single family dwelling, the watering of domestic livestock, fire
protection, and the irrigation of lawn and garden as specified in the Application.
Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of
Water Resources.
Watering of livestock shall be restricted to Applicant's domestic animals not to be used for commercial purposes unless Applicant
obtains approval from the Colorado Division of Water Resources for commercial use/livestock watering, provided that in no event shall actual
diversions exceed the amount of water provided by this Contract.
Violation of this paragraph 15 shall be deemed to be a material breach of this Contract
16. Well Permit: If Applicant intends to divert through a well, then Applicant must provide to District a copy ofApplicant's
valid well permit before District is obligated to deliver any water hereunder.
17. Measuring Device or Meter: Applicant agrees to provide, at its own expense, a measuring device deemed acceptable by
the District's Engineer after consultation, or 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 agrces to provide accurate readings from such
device or?netcr to District upon District's request. Applicant acl:nrn,ledge that failure to comely with this:: raitrz:,I: crele re::ul? m Iceal r _.tion tr
rue 117) ;,11 ti p;:'icantt net ?:: t} durin2. nr in:n 1)1!' Iri [hr ,i.?rpr
determining Applicant's actual use of water.
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18. Representations: By executing this Contract, Applicant agrees that it is not relying on any legal or engineering advice
that Applicant may believe has been received from the District. Applicant further acknowledges that it has obtained all necessary legal and
engineering advice from Applicants own sources other than the District. Applicant further acknowledges that the District makes no guarantees,
warranties, or assurances whatsoever about the quantity or quality of water available pursuant to this Contract. Should the District be unable to
provide the water contracted for herein, no damages may be assessed against the District, nor may Applicant obtain a refund from the District.
19. Costs of Water Court FUine and Augmentation Plan: Shoulld the District, in its own discretion, choose to include
Applicant's Contract herein in a water court filing for alternate point of d iversion or plan of augmentation, then Applicant hereby agrees to pay to the
District, when assessed, an additional fee representing thc Districts actual and reasonable costs and fees for Applicant's share of the proceedings.
Applicant shall be assessed a pro -rata share of the total cost incun-ed by the District in preparing, filing and pursuing to decree the water court case.
The pro -rata share shall be calculated by dividing such total cost by the number of contractees included in the filing. To the extent that the District is
caused additional costs because of objection filed specifically due to the inclusion of Applicant's Contract in the filing, such additional costs maybe
charged specifically to Applicant and not shared on a pro -rata basis by all contractees.
20. Binding Agreement; This agreement shall not be complete nor binding upon the District unless attached hereto is the
form entitled "Application to Lease Water From West Divide Water Conservancy District" fully completed by Applicant and approved by the
Districts engineer. Said attachments shall by this reference thereto be incorporated into the terms of this agreement All col respondence from thc
District to Applicant referring to or relating to this agreement is by this reference incorporated into this agreement as further teens and conditions of
this agreement.
21. Warning: IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT TO OBTAIN A VALID WELL PERMIT OR
OTHER WATER RIGHT IN ORDER TO DIVERT WATER, INCLUDING THE WATER ACQUIRED UNDER THIS CONTRACT. IT IS THE
CONTINUING DUTY OF THE APPLICANT TO MAINTAIN THE VALIDITY OF THE WELL PERMIT OR WATER RIGHT INCLUDING
FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF BENEFICIAL USE, OR
OTHERWISE LAWFULLY APPLYING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS WITHOUT WASTE.
22. AREA B. CONTRACTS: IF APPLICANTS WELL OR OTHER WATER RIGHTTHATIS THE SUBJECT OF THIS
CONTRACT IS LOCATED OUTSIDE "AREA A" AS DESIGNATED BY THE DISTRICT, THEN THIS PARAGRAPH APPLIES: THE
AUGMENTATION WATER PROVIDED BY THE DISTRICT UNDER THIS CONTRACT MAY ONLY PROTECT APPLICANT'S WATER
RIGHT FROM A CALL ON THE COLORADO RIVER AND MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY OTHER
SENIOR RIGHT. NO REPRESENTATION OTHERWISE IS MADE BY THE DISTRICT. IF THIS IS A CONCERN TO APPLICANT, THIS
CONTRACT MAY BE RESCINDED UPON WRITTEN NOTICE DELIVERED TO THE DISTRICT BY THE APPLICANT WITHIN TIE NEXT
30 DAYS FOLLOWING DOING OF : • TU • :S ON THIS CONTRACT IN WHICH EVENT ALL SUMS PAID BY APPLICANT
FOR THIS CONTRACT �:rawwa r ::mi i e r c FUNDED TO APPLICANT.
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: STATE OF (1C.46)72,4D0
COUNTY OF fi/ ES/1
The foregoing instrument was
JOHN k —i;. ROrvF✓
STATE OF
) ss.
ackno
this
) ss.
COUNTY OF )
The foregoing instrument was acknowledged before me on this
day of 20 by
. Witness my hand and official seal. My commission expires
a day of SEPTE71/ FA_20 c , by
fEcial.seal. My commission.eapires:' ' COMMISSION EXPIRE$
E?J B 15, 233G
Notay Public
Notary Public
ORDER
After a hearing by the Board of Directors of the West Divide Water Conservancy District on the Application, it is hereby ORDERED that said
Application be granted and this Contract shall be and is accepted by the District.
WEST DIVIDE WATER CONSERVANCY DISTRICT
By
President
Datc
This Contract includes and is subject to the terms and conditions of the following documents which must accompany this Contract
1. Map showing location of point of diversion (use map provided)
2. Application and Data Form fully completed and signed
The printed portions of this form, except differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District.
Form #WDWCD 050901 CONTRACT.
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CRONK
CONSTRUCTION •
INCORPORATED
1129 -24- Road
Grand Junction, CO 81505
970-245-0577, 970-257-7453 (fax)
str
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN
Date: December 10, 2006
Prepared by:
Thomas A. Cronk, P.E.
Cronk Construction Inc.
1129 -24- Road
Grand Junction, CO 81505
245-0577
Type of Design: Commercial System
Owner:
Frac Tech Services LLC
16858 IH 20
Cisco, TX 76437
817-850-1008
c/o Development Construction Services
2350 -G- Road
Grand Junction, CO 81505
970-242-3674
Property address: to be determined, Parachute, CO
Tax schedule No.: 2409-273-00-114
Legal Descript:
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1.0 Site History
The site consists of approximately 77.6 acres of uncultivated native soil. Drainage is approximately 1%
to the southeast. A percolation test/soils evaluation was conducted on the property of reference on
11/28/06 by Tom A. Cronk, registered professional engineer (R.P.Ei). The 11/28/06 investigation was
intended to develop subsurface design parameters for a new individual sewage disposal system (ISDS) to
serve a proposed commercial facility. Because of the commercial nature of the project, an engineered
ISDS design has been prepared. The 11/28/06 perc test/soils evaluation is attached for reference as
Appendix A. The locations of the site investigation excavations are shown on the attached plot plan. A
discussion of developed subsurface design parameters and the engineered ISDS design follows.
2.0 Development of Design Parameters
A perc excavation trench (excavation A) was extended to a depth of 144" below ground surface (BGS).
There was no evidence of ground water or high seasonal water table in the open excavation to a depth of
144" BGS. The soils evaluation indicates two distinct soil horizons underlie the site. A lithological
description follows:
depth (in.) description
0" - 32" clayey sand loam, brown; soft and friable
32" - 144" clayey sand/sandy clay, light brown; medium stiff; friable
A pressurized INFILTRATOR absorption field is proposed for the site. To account for the formation of a
biomat, A design perc rate of 40 min/in. is chosen for overall system sizing for subsurface absorption
below a depth of 48" BGS.
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3.0 System Design
An INFILTRATOR absorption field is proposed for discharge of septic effluent at the site. The bottom of
the INFILTRATOR absorption field will be located at a maximum depth of 48" below the existing ground
surface. A lift station discharging into pressurized effluent distribution laterals will be employed to
discharge septic effluent into the absorption field.
Construction of the system will consist of removing the existing site soils from the area underlying the
absorption field. The initial excavation will be continued to a depth of 48". After removal of surface
soils, the open excavation will be disked or scarified and INFILTRATORS (model QUICK4) will be used
to construct a septic effluent distribution system in the open excavation. The INFILTRATOR effluent
distribution system will be installed in accordance with the "Infiltrator Technical Manual", available
from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old Saybrook, Connecticut 06475. Adjacent
INFILTRATORS shall be fastened with a minimum of four (4) 3/4" x #8 self -tapping sheet metal or bright
brass deck screws to prevent movement and separation during backfilling. The INFILTRATOR
absorption field will provide a minimum of 4.0 ft of filtration soil between the septic effluent discharge
piping and the surrounding subsoils.
After the INFILTRATORS are installed, synthetic filter fabric (140-200 mesh) will be placed over the
INFILTRATORS and the system will be covered with a soil cap. The soil cap will consist of a minimum
of 36" of sandy loam soil mounded 5% to promote surface run off away from the absorption field.
Septic effluent will be introduced into the INFILTRATOR absorption field through pressurized
distribution laterals installed in each row of INFILTRATORS as shown in the attached graphics. The
injection laterals will consist of 1-1/4" Schd 40 PVC pipe with 3/16" (0.1875") holes equally spaced 48"
o.c. along each row of INFILTRATORS. Holes in the injection laterals will be centered in each
INFILTRATOR unit and drilled at 12:00 o'clock to direct effluent up for dispersal against the top of the
chamber. Injection laterals shall be suspended from the top of the chamber with all weather plastic pipe
strapping (min. 120 lbs tensile strength) at every chamber joint connection. Septic effluent will be
delivered to the distribution laterals through two 2" (Schd 40 PVC) pressure manifold. Each pressure
manifold will be centrally located in the absorption field and serve five of the ten rows of
INFILTRATORS (see attached absorption field plan view).
A lift station will be utilized to deliver septic effluent to the absorption field and promote equal
distribution of septic effluent. The lift station will employ a duplex OSI high head effluent pump (OSI
model no. P500512) and screened pumping vault (OSI model no. PVU57-2419-L) and shall be
constructed in accordance with the attached graphics.
Two 2" Schd 40 PVC pressure transport line will be used to transfer septic effluent from the duplex
pumping system to the absorption field (one line to each pump). The pressure mains will be self draining
or be buried a minimum of 36" below ground surface to prevent freezing. All pressure piping and mound
construction shall be completed in accordance with the attached graphics.
The installer must also confirm the setbacks from property lines, building envelopes, and existing
easements shown in the attached graphics are maintained. Additionally, any unknown utility lines,
easements, or other adverse conditions disclosed during construction must maintain the required setbacks
listed on page 6 of this document. A minimum of 12" (18" recommended) of soil cover is required for all
gravity flow effluent piping, the septic tank/lift station, and the absorption field (excepting maximum 8"
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soil cover over septic access ports). All non -draining pressure effluent piping must be covered with a
minimum of 36" of cover to prevent freezing.
The ISDS will be designed to accept sewage discharge from a commercial/industrial facility. The facility
will employ 35 to 120 people for one eight hour shift per day.
Sewage loading estimates follow:
source loading factor average daily sewage flow (gal/day)
120 employees (1/2 bath only) 15 gal/employee-day-8hr. shift 1,800 gal/day
Total Average Daily Flow
1,800 gal/day
At the project managers request, the ISDS will be sized to handle 1,900 gallons/day average sewage flow.
As shown in the attached septic layout plan, 2 - 2000 gallon single compartment (i.e., interior baffle
removed from conventional two compartment tank) concrete septic tanks will be installed in series to
provide a minimum of 30 hours retention time for sewage effluent generated at the design flow rate.
The second of the 2 septic tanks will also serve as a pumping vault for the OSI pump and screened
pumping vault. The effluent pumping system will consist of a P500512 OSI duplex pumping system with
an associated Biotube pumping vault (OSI Model PVU57-2419-L) as shown in the attached effluent
pump system detail. All construction, dosing chamber capacity, location of ISDS elements, and setbacks
from property lines, building envelopes, and existing easements shall be in accordance with the attached
graphics.
As discussed above, an INFILTRATOR system is proposed to discharge septic effluent to the underlying
sub -soils. At the project managers request, the absorption field will be sized to accept a maximum of
1,900 gallons/day (average flow) of septage. As shown in the attached graphics, the absorption field will
consist of 240 QUICK4 INFILTRATOR units and shall be 30 ft by 96 ft in lateral dimensions. The
absorption field will encompass a gross area of 2,880 square feet with an effective area (9.2 sq.
ft./INFILTRATOR plus 40% reduction factor) of 3,680 sq. ft.
Calculations and design parameters used to size the absorption field follow.
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DESIGN CALCULATIONS
AVERAGE DESIGN FLOW OF 1900 GAL.IDAY
PEAK FLOW = 150% OF AVERAGE = 2850 GAL.IDAY
DF_SIGiV PERCOLATION RATE = 40.0 MIN.IINCH
A=
A =Q f , WHERE,
A = ABSORPTION FIELD AREA
Q = PEAK FLOW
1 = PERC TIMEIINCH
28501/40.0 = 3605.00 SQUARE FEET
5
SIZE ADJUSTMENT FACTOR OF 0.6 FOR INFILTRATOR SYSTEM
ADJUSTED AREA = 3605.00 X 0.6 = 2163.00 SQUARE FEET
ABSORPTION FIELD SIZED AT 30 FT. x 96 FT. = 2880 SQUARE FEET
USE 240 QUICK4 INFILTRATORS @ 9.2 SQ. FT. EACH
FOR TOTAL ABSORPTIVE AREA OF 240 X 9.2 = 2208.00 SQUARE FEET
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4.0 Site Specific Installation/Operation Requirements
The owner and system contractor shall be aware and comply with the following installation and system
operation requirements.
4.1 Installation - Setbacks, Notifications, and Inspections
• All installation activities shall be conducted in accordance with current Colorado
Department of Health EDS Regulations as well as any relevant Garfield County
regulations and requirements. If at any time during construction, subsurface site
conditions are encountered which differ from the design parameters developed in Section
2.0. construction activities will stop and the design engineer will be contacted to address
any necessary design modifications.
• Installation procedures including grade, location, setbacks, septic tank size, and
absorption field size shall conform with the attached graphic details. Construction
activities and system components will not encroach upon existing easements or utility
corridors. A minimum of 6 ft of undisturbed soil shall be.maintained between individual
absorption elements and the septic tank and/or adjacent absorption elements. Minimum
site specific setbacks for system components are:
Source Septic Tank Absorption Field Building Sewer
water line 10' 25' 10'
domestic well 50' 252' 50'
dwelling 5' 20"'
property lines 10' 10'
dry gulch 10' 177'
pond/lake/stream 50' 202'
irrigation ditch
open 50' 202'
lined/gated 25' 25'
solid pipe 10' 10'
• To avoid surface flow infiltration and saturation of the new absorption system,
abandonment of irrigation in the vicinity of the disposal system is required. Diversion
ditches necessary to divert surface flows around the new absorption bed must maintain
the minimum setbacks listed above.
• All gravity flow sewer lines and effluent distribution piping shall be 4 inches in diameter
and have glued joints. INFILTRATORS shall be placed level in the absorption field. All
lines discharging sewage from the residence to the septic tank shall maintain fall of
between 1/8 in. and 1/4 in. per foot and shall employ sweep 90's or 2-45's at all turns.
Sewer lines from the dwelling to the septic tank and at least 6 ft from the septic tank
outlet must meet minimum standard ASTM -3034. Sewer lines under driveways shall
always meet minimum Schedule 40 PVC standards and shall be encased with corrugated
metal pipe or flow fill and minimum 2" high density blue board when covered with less
than 24" of soil.
Page 6 of 9
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• A minimum of 12" of soil cover (18" recommended) shall be maintained over all gravity
draining ISDS components to prevent freezing of septic effluent (excepting maximum 8"
cover over septic access ports). Four in. sanitary clean -'outs shall be installed at
maximum 100' intervals in all gravity flow effluent lines exceeding 100' in length.
• The installer shall not place INFILTRATORS in the open excavation until inspected and
approved by the design engineer. Additionally, the final cover shall not be placed on
sewer lines, septic tank, or the absorption area until the system has been inspected and
approved by the design engineer. The installer shall provide 48 hour notice to the
engineer for all required inspections.
• The effluent distribution system shall be constructed in accordance with the "Infiltrator
Technical Manual" available from Infiltrator Systems Inc., 123 Elm Street, Suite 12, Old
Saybrook, Connecticut 06475.
• Pressure piping shall consist of two each 2 in. pressure transport lines, two each 2 in.
pressure manifolds, and 1-1/4 in. pressure laterals. All pressure piping shall be min.
Schd 40 PVC and have glued joints.
• The septic effluent pumping system shall consist of OSI components (OSI effluent
duplex pump model no. P500512 and associated OSI model PVU57-2419-L pump vault)
as detailed in the attached effluent pumping system detail. The effluent pump control
panel shall be Orenco model no. S 1 ETM. Electrical wiring shall be continuous cable
with all connections made in a weather proof box exterior to the dosing chamber. Limit
switching shall consist of: 1) low level/pump off, 2) high level/pump on, and 3) high
level alarm/system failure. The high level alarm shall be easily detectable by occupants.
Emergency notification information (e.g., telephone numbers of owner, Mesa County
Environmental Health Department, service personnel) shall be posted near the high level
alarm.
• The effluent pump shall be configured with a minimum dose volume of 300 gal. Storage
capacity in excess of the high-level alarm shall be 6" above the pump -on float level.
• All access manholes on septic tanks and dosing chambers will be child proof and contain
appropriate warning labels if accessible to the public. Confined space entry precautions
should be observed by maintenance personnel.
• The surface cap shall consist of sandy loam soil mounded 5% over the absorption field to
promote surface runoff.
The owner shall modify the recorded property plat or survey to abandon interior property
lines and/or record all easements required to afford compliance with Colorado
Department of Public Health and Environment minimum setback requirements for onsite
wastewater systems.
• The system contractor shall be aware. of the potential for construction activities to reduce
soil permeabilities at the site through compaction, smearing, and shearing. The
following precautions and construction procedures should be employed during
Page 7 of 9
installation to minimize disturbance to native soils:
i. Excavation should proceed only when the moisture content of the soil is below
the plastic limit. If a sample of soil forms a rope instead of crumbling when
rolled between the hands it is too wet and should be allowed to dry before
excavation continues.
ii. Excavation and backfill equipment should work from the surface where at all
practical to avoid compaction of the soils at depth.
iii. The bottom and sidewalls of the excavation should be left with a rough, open
surface. The appearance should be that of broken or ripped soil as opposed to a
sheared, smeared, or troweled surface. Any smoothed or smeared surfaces
should be removed with a toothed rake or shallow ripper taking care to remove
loose residues from the bottom of the excavation by hand if necessary.
iv. Care should be taken in placing fill materials in the excavation to avoid
damaging the exposed soil surfaces.
4.2 Operation - Maintenance and Inspections
• The owner shall install a structural barrier if necessary and take precautions to prevent
vehicular traffic, excessive surface watering, accidental flooding, or other activities in
the vicinity of the absorption field which may compact, saturate, or otherwise alter the
subsurface soil parameters used in designing the septic system.
• The owner will plant and maintain grass or other shallow rooted cover crop to prevent
erosion and promote evapotranspiration over the absorption field.
• The owner will inspect and maintain the required mounding and drainage away from the
absorption field to prevent saturation from precipitation and surface flows.
To mitigate the generation of preferential flow channels which may compromise the
operation of the system, the owner will inspect and prevent intrusion of burrowing
animals and deep rooted plants into the absorption field.
• The effluent pump filter shall be inspected and cleaned as necessary every six (6)
months.
• The owner will conduct periodic maintenance of the septic system by removing
accumulated sludge from the septic tank every 3-4 years to prevent clogging of the
absorption field.
Page 8 of 9
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5.0 Limitations
This report is a site specific design for installation of an individual sewage disposal system and is
applicable only for the client for whom our work was performed. Use of .this report under other
circumstances is not an appropriate application of this document. This report is a product of Cronk
Construction Incorporated and is to be taken in its entirety. Excerpts from this report may be taken out of
context and may not convey the true intent of the report. It is the owner's and owner's agents
responsibility to read this report and become familiar with the recommendations and design guidelines
contained herein.
The recommendations and design guidelines outlined in this report are based on: 1) the proposed site
development and plot plan as furnished to Cronk Construction Incorporated by the client, and 2) the site
conditions disclosed at the specific time of the site investigation of reference. Cronk Construction
Incorporated assumes no liability for the accuracy or completeness of information furnished by the client.
Site conditions are subject to external environmental effects and may change over time. Use of this plan
under different site conditions is inappropriate. If it becomes apparent that current site conditions vary
from those anticipated, the design engineer should be contacted to develop any required design
modifications. Cronk Construction Incorporated is not responsible and accepts no liability for any
variation in assumed design parameters.
Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by
the owner and in accordance with the current accepted practice of the civil engineering profession in the
area. No warranty or representation either expressed or implied is included or intended in this report or
in any of our contracts.
Thomas A. Cronk, P.E.
Date (J
NOTE: This individual sewage disposal plan is meant to include the following six pages of
graphics including: 1) plot plan, 2) septic layout plan, 3) absorption field plan view, 4) absorption
field cross section, 5) cross section - effluent pumping system, and 6) effluent pumping system
design. The plan is not to be implemented in the absence of these related graphics. In addition,
results from the percolation test and soils evaluation are included for reference as Appendix A.
Page 9 of 9
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INFILTRATOR, INSTALL IN ACCORDANCE
IIWITH 'INFILTRATOR TECHNICAL MANUAL,
FILTRATOR SYSTEMS INC., 123 ELM
TREET, SUITE 12, OLD SAYBROOK,
CONNECTICUT 06475
SYNTHETIC FILTER FABRIC
U40-200 MESH) OVER
INFILTRATORS, TYP.
1
1-1/4' SCHD 40 pressure
laterals with 3/16' holes
spaced 48' o.c. at 12,00
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up for dispersion against
top of chamber (typ. 1 of 20)
provide sandy loan
soil cap (mound 5%)
EXISTING GROUND SURFACE
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LIFT STATION FOR ALL LINES
WITH LESS THAN 36' OF
COVER, TYPICAL
TWO 2' SCHD 40 PVC
PRESSURE TRANSPORT LINES
FROM LIFT STATION UTILIZING
DUPLEX PUMPS <ONE LINE FROM
EACH PUMP)
ABSORPTION FIELD — CROSS SECTION
SCALE: 1'=5'
NOTES
g1 -BROWN CLAYEY SAND LOAM, SOFT AND FRIABLE
P2 -LIGHT BROWN CLAYEY SAND/SANDY CLAY, MEDIUM
STIFF AND FRIABLE
NO STANDING GROUNDWATER OR HIGH
SEASONAL WATER TABLE TO 144' BGS
FRAC TECH SERVICES LLC
PARACHUTE, CO
PARCEL NO. 2409-273-00-114
ABSORPTION FIELD - CROSS SECTION
DECEMBER 9, 2006
SCALE, AS SHOWN
4' SCHD 40 PVC
VENT/INSPECTION
PORT h 1 1
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DISCHARGE UP FOR DISPERSAL
AGAINST TOP OF INFILTRATOR
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— -144'
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Frac Tech Services LLC
Parachute, CO
814 AIRWAY AVENUE
SUTHERLIN. OREGON
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APPENDIX A
SOILS AND PERCOLATION REPORT
CRONK CONSTRUCTION INCORPORATED
11
1
1
1
i
1
1
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1
1
CRONK
CONSTRUCTION •
INCORPORATED
1129 -24- Road
Grand Junction, CO 81505
970.245-0577, 970-257-7453 (fax)
Date:
Prepared by:
Client:
SOILS AND PERCOLATION REPORT
November 28, 2006
Thomas A. Cronk, P.E.
1 129 -24- Road
Grand Junction, CO 81505
245-0577
Frac Tech Services, LLC
16858 IH 20
Cisco, TX 76437
(817) 850-1008
c/o Development Construction Services
2350 -G- Road
Grand Junction, CO 81505
(970) 242-3674
Property address:
Tax schedule No.: 2409-273-00-114
Legal Descript.: Sec 27, T7S, R96W, 6`h PM, Garfield County, CO
1.0 Soils Evaluation
The site consists of approximately 77.6 acres of uncultivated native soil. Drainage is approximately 1%
to the southeast. A percolation test/soils evaluation was conducted on the property of reference on
11/28/06 by Tom A. Cronk, registered professional engineer (R.P.E.).
A perc excavation trench (excavation A) was extended to a depth of 144" below ground surface (BGS).
There was no evidence of ground water or high seasonal water table in the open excavation to a depth of
144" BGS. The soils evaluation indicates two distinct soil horizons underlie the site. A Iithological
description follows:
depth (in.) description
0" - 32"
32" - 144"
clayey sand loam, brown; soft and friable
clayey sand/sandy clay, light brown; medium stiff; friable
Perc holes were constructed in excavation A at the surface and at depths of approximately 36 in. and 72
in. Additional perc holes were constructed in excavation B at a depth of 48 in. and in excavation C at a
depth of 42 in. The holes appeared to be well saturated at the time of the test. Results of the percolation
test are shown in Table 1.
Page A-1 of A-3
1
1
1
1
1
1
1i1 •
1
1
1
1
1
1
1
1
TABLE 1
Percolation Test Results
Frac Tech/Parachute
Depth
Time on 11/28/06
Time
Pe,r
Rate
ni 'in
15'34
15:54
16:14
16:34
Drop
(A) 0" - 16"
7.75
9.5
11.0
12.375
60/4.625
13
(A) 36" - 52"
7.0
10.125
12.5
14.0
60/7.0
9
(A) 72" - 88"
8.5
10.625
12.25
13.625
60/5.125
12
(B) 48" - 64"
4.0
5.875
7.5
8.625
60/4.625
13
(C) 42" - 58"
10.0
12.5
14.25
16.5
dry
60/6.5
9
2.0 Conclusions and Recommendations
Soils at the site appear acceptable for implementation of an individual sewage disposal system (ISDS).
The following site-specific considerations should be observed during implementation of the ISDS:
• The bottom of the ISDS absorption field should be located no deeper than 48" BGS to
promote evapotranspiration and enhance aerobic treatment of septic effluent. To account
for a biomat formation, a design perc rate of 40 min/in. is recommended for overall
system sizing.
• Care should be taken during construction to avoid compaction and smearing of the
exposed infiltrative surfaces and preserve the natural permeability of the native soils.
Page A-2 of A-3
11
1
1
1
1
1
P1P
0
3.0 Limitations
This report provides a professional assessment of the feasibility of implementing an individual sewage
disposal system on the property of reference. The design parameters developed in this document are
representative of the site conditions disclosed at the specific time of the site investigation. Site
conditions are subject to change from external events both manmade (irrigation or pond construction)
and naturally occurring (flooding or excessive precipitation). Cronk Construction Incorporated is not
responsible and accepts no liability for any variation in assumed design parameters caused by external
events.
Cronk Construction Incorporated represents this report has been prepared within the limits prescribed by
the owner and in accordance with the current accepted practice of the civil engineering profession in the
area. No warranty or representation either expressed or implied is included or intended in this report or
in any of our contracts.
SEAL &rt"'
Thomas A. Cronk, P.E.
Page A-3 of A-3
of 3.
Date
INDIVIDUAL SEWAGE DISPOSAL SYSTEM APPLICATION
OWNER Frac Tech Services, LLC
ADDRESS 16858 IH 20, Cisco, TX 76437 PHONE 817-850-1008
CONTRACTOR Development Construction Services
ADDRESS 2350 G Road,_Grand Junction, CO 81505 PHONE 970-242-3674
PERMIT REQUEST FOR (X) NEW INSTALLATION () ALTERATION () REPAIR
Attach separate sheets or report showing entire area with respect to surrounding areas, topography of
area, habitable building, location of potable water wells, soil percolation test holes, soil profiles in test
holes (See page 4).
LOCATION OF PROPOSED FACILITY:
Near what City or Town Parachute Size of Lot 77 Acres
Legal Description or Address Tax Parcel #2409-273-00-114; Sec, twn, rng 27-7-96
WASTES TYPE: ( ) DWELLING () TRANSIENT USE
(X) COMMERCIAL OR INDUSTRIAL () NON-DOMESTIC WASTES
( ) OTHER — DESCRIBE
BUILDING OR SERVICE TYPE: 8,960 sft Office, 16,000 sft shop
Number of Bedrooms Number of Persons 35 to start, 120 max (not all at site)
() Garbage Grinder () Automatic Washer () Dishwasher
SOURCE AND TYPE OF WATER SUPPLY: (X) WELL () SPRING () STREAM OR CREEK
If supplied by Community Water, give name of supplier:
DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM:
Was an effort made to connect to the Community System?
A site plan is required to be submitted that indicates the following MINIMUM distances:
Leach Field to Well: 100 feet
Septic Tank to Well: 50 feet
Leach Field to Irrigation Ditches, Stream or Water Course: 50 feet
Septic System (septic tank & disposal field) to Property Lines: 10 feet
YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE
ISSUED WITHOUT A SITE PLAN.
GROUND CONDITIONS:
Depth to I7rst Ground Water "fable Did not encounter groundwater
Percent Ground Slope
I0%
TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED:
(X) SEPTIC TANK
( ) VAULT PRIVY
( ) PIT PRIVY
( ) CHEMICAL TOILET
( ) AERATION PLANT
( ) COMPOSTING TOILET
( ) INCINERATION TOILET
( ) OTHER -DESCRIBE
FINAL DISPOSAL BY:
(X) ABSORPTION TRENCH, BED OR PIT
( ) UNDERGROUND DISPERSAL
( ) ABOVE GROUND DISPERSAL
( ) OTHER -DESCRIBE
( ) VAULT
( ) RECYCLING, POTABLE USE
( ) RECYCLING, OTHER USE
( ) EVAPOTRANSPIRATION
( ) SAND FILTER
( ) WASTEWATER POND
WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE? No
PERCOLATION TEST RESULTS: (To be completed by Registered Professional Engineer, if the
Engineer does the Percolation Test)
Minutes 13 per inch in hole No. 1
Minutes 9 per inch in hole No. 2
Minutes 12 per inch in hole No. 3
Minutes 13&9 per inch in hole No. B&C
Name, address and telephone of RPE who made soil absorption tests: Cronk Construction Inc
1129 — 29 Road Grand Jct CO 81505 970-245-0577
Name, address and telephone of RPE responsible for design of the system: Tom Cronk
1129 — 29 Road Grand Jct CO 81505 #28322
Applicant acknowledges that the completeness of the application is conditional upon such further
mandatory and additional tests and reports as may be required by the local health department to be
made and furnished by the applicant or by the local health department for purposed of the evaluation of
the application; and the issuance of the permit is subject to such terms and conditions as deemed
necessary to insure compliance with rules and regulations made, information and reports submitted
herewith and required to be submitted by the applicant are or will be represented to be true and correct
to the best of my knowledge and belief and are designed to be relied on by the local department of
health in evaluatin g the same for purposes of issuing the permit applied for herein. I further
understand that any falsification or misrepresentation may result in the denial of the application or
revocation of any permit granted based upon said application and in legal action for perjury as
provided by la
Signed
Date /c� 1 �- i0
PLEASE DRAW AN ACC'URA'I't? MAI' TO YOUR PROPERTY!!
1
Water Quality Vault Specifications for Frac Tech Truck Ctr - NW
CST -NW
1. Flow Calculations.
This unit drains 3.58 acres, with a 25 -yr -year flow of 4.11 cfs. The maximum
design flow for the 1266 model as configured is 20.00 cfs (for an internal
vertical exit velocity of 1 fps). The resultant internal vertical exit velocity of a
4.11 cfs inflow is 0.21 fps, which is below the speed needed to restrict
sediment export during this studied storm.
The internal velocity at the 1.00" water quality (first flush) storm peak flow of
3.70 cfs (see calculation below) is 0.15 fps. During this peak, the scour
velocity of 0.19 fps (0.06 m/s) for 16 micron particles is not exceeded, and all
lesser storms will have lower velocities. This unit meets local standards
during this peak event, and will exceed them at other times. Regularly
scheduled maintenance will assure low exposure to high peak flows.
The 1.00" first flush peak flow rate is calculated as follows:
Calculation for Peak Discharge of Water Quality Storm
1.00"- 24 hour peak flow (Modified SCS Method, [EPA small area, after Pitt])
Assumptions: A = 3.58 acres of drainage area = 155,945 sf.
CN = 97, T, = 6 min. = .10 hr.
la read from TR -55 Table 4-1 for 98 = 0.062
P= 1.00"
la / P = 0.062 (See SCS Type 11 Unit Peak Discharge, read
Q„at.10hrand la/P)
Qu = 1000 csm
%I = 2.43 ac. Impervious / 3.58 ac. Total X (100) = 68.000%
'S„= .009 (1) +.05 = .009 (68.000) +.05 = 0.6620
WQR = 1.00" * 0.6620 = 0.662 in./ac.
Flow Calculation:
A = 3.58 ac. / 640 ac. / sq. mi. = 0.00559 sq. mi.
Qp = Qu* A* WQR = 1000 csm / in. * 0.00559 sq mi. * 0.662 in / ac.
= 3.70 cfs.
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1. General Specifications (See detail sheet)
Spill protection capacity shall be 1288 gallons before overflow.
This unit is not subject to traffic loadings and is constructed with 5,000 psi, 6"
reinforced concrete walls and floor.
The 0.50 ft. riser/lid combination above the unit is constructed in the same
manner as the walls.
A 3' x 3' aluminum hatch and a 24" manhole in the 6" reinforced concrete lid
provide easy access for cleaning.
A separate oil chamber is provided with an adjustable weir. This weir will be
set at the approximate 6 month, 30 minute storm intensity, so that oil will be
pushed over the skimmer at least once during two clean out cycle periods.
The weir will be adjusted based on actual field results.
The exit pipe, when evaluated as a submerged circular orifice under inlet
control will flow a maximum of 9.07 cfs. This is sufficient to pass the 25 -yr
year flow coming to the unit as configured.
4.
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Protected by U.S. Patent No's: 6,797,161; 6,936,163; 6.939,461; 6,951,607; 6,994,783; 7,011,743, 7,037,436
JOB NAME:
Frac Tech Truck Ctr — NW
Device No.: CST—NW
C00-006-050307
DESIGN FIRM: Atkins & Associates, Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 20.00 CFS.
2. WATER QUALITY FLOW OF 3.7 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 650
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
CrystalStream Technologies
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEMENT, INC. IT IS PROVIDED FOR THE EXCLUSIVE USE OF THE
PROFESSIONAL ENGINEER NAMED HEREON. DESIGN 15 BASED ON APD RELIES
UPON DATA PROVIDED BY THE ENGINEER NAMED HEREON.
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Protected by U.S. Patent No's: 6,797,161; 6,936,163; 6.939,461; 6,951,607; 6,994,783; 7,011,743, 7,037,436
JOB NAME:
Frac Tech Truck Ctr — NW
Device No.: CST—NW
C00-006-050307
DESIGN FIRM: Atkins & Associates, Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 20.00 CFS.
2. WATER QUALITY FLOW OF 3.7 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 650
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
CrystalStream Technologies
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEMENT, INC. IT IS PROVIDED FOR THE EXCLUSIVE USE OF THE
PROFESSIONAL ENGINEER NAMED HEREON. DESIGN 15 BASED ON APD RELIES
UPON DATA PROVIDED BY THE ENGINEER NAMED HEREON.
Water Quality Vault Specifications for Frac Tech Truck Ctr - SW
CST -SW
1. Flow Calculations.
This unit drains 3.88 acres, with a 25 -yr -year flow of 12.9 cfs. The maximum
design flow for the 2466 model as configured is 36.00 cfs (for an internal
vertical exit velocity of 1 fps). The resultant internal vertical exit velocity of a
12.9 cfs inflow is 0.36 fps, which is below the speed needed to restrict
sediment export during this studied storm.
The internal velocity at the 1.00" water quality (first flush) storm peak flow of
5.32 cfs (see calculation below) is 0.15 fps. During this peak, the scour
velocity of 0.15 fps (0.05 m/s) for 8 micron particles is not exceeded, and all
lesser storms will have lower velocities. This unit meets local standards
during this peak event, and will exceed them at other times. Regularly
scheduled maintenance will assure low exposure to high peak flows.
The 1.00" first flush peak flow rate is calculated as follows:
Calculation for Peak Discharge of Water Quality Storm
1.00"- 24 hour peak flow (Modified SCS Method, [EPA small area, after Pitt])
Assumptions: A = 3.88 acres of drainage area = 169,013 sf.
CN = 98, Tc = 6 min. = .10 hr.
la read from TR -55 Table 4-1 for 98 = 0.041
P = 1.00"
la / P = 0.041 (See SCS Type II Unit Peak Discharge, read
Q„at.10hrand la/P)
Q„ = 1000 csm
%I = 3.57 ac. Impervious / 3.88 ac. Total X (100) = 92.000%
R„ = .009 (I) +.05 = .009 (92.000) +.05 = 0.8780
WQR = 1.00" * 0.8780 = 0.878 in./ac.
Flow Calculation:
A = 3.88 ac. / 640 ac. / sq. mi. = 0.00606 sq. mi.
QP = Qu* A* WQR = 1000 csm / in. * 0.00606 sq. mi. * 0.878 in / ac.
= 5.32 cfs.
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1. General Specifications (See detail sheet)
Spill protection capacity shall be 3940 gallons before overflow.
This unit is not subject to traffic loadings and is constructed with 5,000 psi, 6"
reinforced concrete walls and floor.
The 1.25 ft. riser/lid combination above the unit is constructed in the same
manner as the walls.
A 3' x 3' aluminum hatch and a 24" manhole in the 6" reinforced concrete lid
provide easy access for cleaning.
A separate oil chamber is provided with an adjustable weir. This weir will be
set at the approximate 6 month, 30 minute storm intensity, so that oil will be
pushed over the skimmer at least once during two clean out cycle periods.
The weir will be adjusted based on actual field results.
The exit pipe, when evaluated as a submerged circular orifice under inlet
control will flow a maximum of 27.06 cfs. This is sufficient to pass the 25 -yr
year flow coming to the unit as configured.
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JOB NAME:
Frac Tech Truck Ctr — SW
Device No.: CST—SW
C00-004-050307
DESIGN FIRM: Atkins & Associates, Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 36.00 CFS.
2. WATER QUALITY FLOW OF 5.32 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 1975
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
CrystolStream Technologies
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEMENT. INC. IT IS PROVIDED FOR THE EXCLUSIVE USE OF THE
PROFESSIONAL ENGINEER NAMED HEREON. DESIGN IS BASED ON AND RELIES
UPON DATA PROVIDED BY THE ENGINEER NAMED HEREON.
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JOB NAME:
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Device No.: CST—SW
C00-004-050307
DESIGN FIRM: Atkins & Associates, Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 36.00 CFS.
2. WATER QUALITY FLOW OF 5.32 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 1975
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
CrystolStream Technologies
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEMENT. INC. IT IS PROVIDED FOR THE EXCLUSIVE USE OF THE
PROFESSIONAL ENGINEER NAMED HEREON. DESIGN IS BASED ON AND RELIES
UPON DATA PROVIDED BY THE ENGINEER NAMED HEREON.
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Protected by U.S. Patent No's: 6,797,161; 6,936,163; 6,939,461; 6,951,607; 6,994,783; 7,011,743. 7,037,436
JOB NAME:
Frac Tech Truck Ctr — SW
Device No.: CST—SW
C00-004-050307
DESIGN FIRM: Atkins & Associates, Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 36.00 CFS.
2. WATER QUALITY FLOW OF 5.32 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 1975
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
C=i
CrystalStream Technologies
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEMENT. INC. IT IS PROVIDED FDR THE EXCLUSIVE USE OF THE
PROFESSIONAL ENGINEER NAMED HEREON. DESIGN IS BASED ON AND RELIES
UPON DATA PROVIDED BY THE ENGINEER NAMED HEREON.
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JOB NAME
Frac Tech Truck Ctr — SW
Device No.: CST—SW
C00-004-050307
DESIGN FIRM: Atkins & Associates, Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 36.00 CFS.
2. WATER QUALITY FLOW OF 5.32 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 1975
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
CrystalStream Technologies
THIS DRAWING IS COPYRIGHTED AND 15 THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEMENT, INC. IT 15 PROVIDED FOR THE EXCLUSIVE USE OF THE
PROFESSIONAL ENGINEER NAMED HEREON. DESIGN IS BASED ON AND RELIES
UPON DATA PROVIDED BY THE ENGINEER NAMED HEREON.
Water Quality Vault Specifications for Frac Tech Truck Ctr - SE
CST -SE
1. Flow Calculations.
This unit drains 3.57 acres, with a 25 -yr -year flow of 9.3 cfs. The maximum
design flow for the 1266 model as configured is 20.00 cfs (for an internal
vertical exit velocity of 1 fps). The resultant internal vertical exit velocity of a
9.3 cfs inflow is 0.47 fps, which is below the speed needed to restrict
sediment export during this studied storm.
The internal velocity at the 1.00" water quality (first flush) storm peak flow of
3.19 cfs (see calculation below) is 0.13 fps. During this peak, the scour
velocity of 0.19 fps (0.06 m/s) for 16 micron particles is not exceeded, and all
lesser storms will have lower velocities. This unit meets local standards
during this peak event, and will exceed them at other times. Regularly
scheduled maintenance will assure low exposure to high peak flows.
The 1.00" first flush peak flow rate is calculated as follows:
Calculation for Peak Discharge of Water Quality Storm
1.00"- 24 hour peak flow (Modified SCS Method, [EPA small area, after Pitt])
Assumptions: A = 3.57 acres of drainage area = 155,509 sf.
CN = 96,Te=6min. =.10hr.
Ia read from TR -55 Table 4-1 for 98 = 0.083
P = 1.00"
Ia / P = 0.083 (See SCS Type 11 Unit Peak Discharge, read
Quat.10hrand la/P)
Q„ = 1000 csm
%I = 2.07 ac. Impervious / 3.57 ac. Total X (100) = 58.000%
R„ = .009 (I) +.05 = .009 (58.000) +.05 = 0.5720
WQR = 1.00" * 0.5720 = 0.572 in./ac.
Flow Calculation:
A = 3.57 ac. / 640 ac. / sq. mi. = 0.00558 sq. mi.
Qp = Qu* A* WQR = 1000 csm / in. * 0.00558 sq. mi. * 0.572 in / ac.
= 3.19 cfs.
n......1,.rte n----- .l.-..cn1nnn^rA.AnT111 ',CNnnnVncf14'7
1. General Specifications (See detail sheet)
Spill protection capacity shall be 1201 gallons before overflow.
This unit is not subject to traffic loadings and is constructed with 5,000 psi, 6"
reinforced concrete walls and floor.
The 0.50 ft. riser/lid combination above the unit is constructed in the same
manner as the walls.
A 3' x 3' aluminum hatch and a 24" manhole in the 6" reinforced concrete lid
provide easy access for cleaning.
A separate oil chamber is provided with an adjustable weir. This weir will be
set at the approximate 6 month, 30 minute storm intensity, so that oil will be
pushed over the skimmer at least once during two clean out cycle periods.
The weir will be adjusted based on actual field results.
The exit pipe, when evaluated as a submerged circular orifice under inlet
control will flow a maximum of 11.63 cfs. This is sufficient to pass the 25 -yr
year flow coming to the unit as configured.
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Manufactured by: Practical Best Management — 1-800-748-6945 www.crystolstream.com
Protected by U.S. Patent No's: 6,797,161; 6.936.163; 6,939,461; 6,951,607; 6,994,783; 7,011.743. 7,037,436
308 NAME:
Frac Tech Truck Ctr — SE
Device No.: CST—SE
C00-003-050307
DESIGN FIRM: Atkins & Associates, Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 20.00 CFS.
2. WATER QUALITY FLOW OF 3.19 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 600
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
CrystalStream Technologies
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEMENT. INC. IT IS PROVIDED FON THE EXCLUSIVE USE OF THE
PROFE55IONAL ENGINEER NAMED HEREON. DESIGN IS BASED ON AND RELIES
IRON DATA PROVIDED BY THE ENGINEER NAACO HEREON.
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Manufactured by: Practical Best Management — 1-800-748-6945 www.crystolstream.com
Protected by U.S. Patent No's: 6,797,161; 6.936.163; 6,939,461; 6,951,607; 6,994,783; 7,011.743. 7,037,436
308 NAME:
Frac Tech Truck Ctr — SE
Device No.: CST—SE
C00-003-050307
DESIGN FIRM: Atkins & Associates, Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 20.00 CFS.
2. WATER QUALITY FLOW OF 3.19 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 600
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
CrystalStream Technologies
THIS DRAWING IS COPYRIGHTED AND IS THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEMENT. INC. IT IS PROVIDED FON THE EXCLUSIVE USE OF THE
PROFE55IONAL ENGINEER NAMED HEREON. DESIGN IS BASED ON AND RELIES
IRON DATA PROVIDED BY THE ENGINEER NAACO HEREON.
Water Quality Vault Specifications for Frac Tech Truck Ctr - NE
CST -NE
1. Flow Calculations.
This unit drains 0.38 acres, with a 25 -yr -year flow of 1.4 cfs. The maximum
design flow for the 646 model as configured is 6.00 cfs (for an internal vertical
exit velocity of 1 fps). The resultant internal vertical exit velocity of a 1.4 cfs
inflow is 0.23 fps, which is below the speed needed to restrict sediment export
during this studied storm.
The internal velocity at the 1.00" water quality (first flush) storm peak flow of
0.45 cfs (see calculation below) is 0.07 fps. During this peak, the scour
velocity of 0.15 fps (0.05 m/s) for 8 micron particles is not exceeded, and all
lesser storms will have lower velocities. This unit meets local standards
during this peak event, and will exceed them at other times. Regularly
scheduled maintenance will assure low exposure to high peak flows.
The 1.00" first flush peak flow rate is calculated as follows:
Calculation for Peak Discharge of Water Quality Storm
1.00"- 24 hour peak flow (Modified SCS Method, [EPA small area, after Pitt])
Assumptions: A = 0.38 acres of drainage area = 16,553 sf.
CN = 98,Tc=6min. =.10hr.
la read from TR -55 Table 4-1 for 98 = 0.041
P = 1.00"
la / P = 0.041 (See SCS Type II Unit Peak Discharge, read
Q„at.10hrand la/P)
Q„ = 1000 csm
%I = 0.30 ac. Impervious / 0.38 ac. Total X (100) = 78.000%
R„ _ .009 (I) +.05 = .009 (78.000) +.05 = 0.7520
WQR = 1.00" * 0.7520 = 0.752 in./ac.
Flow Calculation:
A = 0.38 ac. / 640 ac. / sq. mi. = 0.00059 sq. mi.
Qp = Qu* A* WQR = 1000 csm / in. * 0.00059 sq. mi. * 0.752 in / ac.
= 0.45 cfs.
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1. General Specifications (See detail sheet)
Spill protection capacity shall be 576 gallons before overflow.
This unit is not subject to traffic loadings and is constructed with 5,000 psi, 6"
reinforced concrete walls and floor.
The 0.50 ft. riser/lid combination above the unit is constructed in the same
manner as the walls.
A 3' x 3' aluminum hatch and a 24" manhole in the 6" reinforced concrete lid
provide easy access for cleaning.
A separate oil chamber is provided with an adjustable weir. This weir will be
set at the approximate 6 month, 30 minute storm intensity, so that oil will be
pushed over the skimmer at least once during two clean out cycle periods.
The weir will be adjusted based on actual field results.
The exit pipe, when evaluated as a submerged circular orifice under inlet
control will flow a maximum of 12.64 cfs. This is sufficient to pass the 25 -yr
year flow coming to the unit as configured.
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Protected by U.S. Potent No's: 6.797,161; 6.936.163; 6.939,461; 6,951,607; 6,994.783; 7,011,743. 7,037,436
JOB NAME:
Frac Tech Truck Ctr — NE
Device No.: CST—NE
C00-005-050307
DESIGN FIRM: Atkins & Associates. Inc
SPECIFICATIONS
1. TOTAL FLOW CAPACITY SHALL BE 6.00 CFS.
2. WATER QUALITY FLOW OF 0.45 CFS MUST BE
TREATED BEFORE BYPASS.
3. SPILL PROTECTION CAPACITY SHALL BE 375
GALLONS BEFORE OVERFLOW.
4. ANY CHANGES OR SUBSTITUTIONS MUST BE
APPROVED BY THE ENGINEER AND THE REVIEWING
AUTHORITY.
CrystolStream Technologies
THIS DRAWING IS COPYRIGHTED ANO IS THE SOLE PROPERTY OF PRACTICAL
BEST MANAGEIENT, INC. IT IS PROVIDED FOR THE EXCLUSIVE USE OF THE
PROFESSIONAL ENGINEER NAMED HEREON. DESIGN IS BASED ON AND RELIES
IRON DATA PROVIDED BY THE ENGINEER WAND HEREON.
APPLICATION TO LEASE WATER FROM
WEST DIVIDE WATER CONSERVANCY DISTRICT
109 West Fourth Street, P. O. Box 1478, Rifle, Colorado 81650
Contract #060921 FTS(a)
Map # 551a, b, c
Date Approved 9/21/06
Fax: (970) 625-2796
Telephone: (970) 625-5461
1. APPLICANT INFORMATION
Name: Frac Tech Services LLC
Mailing address: 16858 IH 20
Cisco. TX 76437
Telephone: 970-640-4826
Authorized agent: Chris Belke
2. COURT CASE #'s: Decree Case No. N/A
Augmentation Plan Case No. IN/A
3. USE OF WATER
❑ RESIDENTIAL (check applicable boxes)
❑ Ordinary household use Number of dwellings:
[] Subdivision: No. constructed units: No. vacant lots
glome garden/lawn irrigation of 22.000 sq. fL
Method of irrigation: ❑ flood ❑ sprinkler ❑ drip ❑ other
❑ Non-commercial animal watering of animals
❑ Fire Protection
❑ Evaporation: Maximum water surface to be exposed:
Description of any use, other than evaporation, and method of
diversion, rate of diversion, and annual amount of diversion of any
water withdrawn from the pond:
Well Sharing Agreement for multiple owner wells must be submitted. If
greater than two owners, application roust be made under a hotneowners
association.
COMMERCIAL (check applicable boxes)
umber of units: Total sq. ft. of commercial units:
Description of use: 2,000 gpd commerical sanitary use
01NDUSTRLAL
Description of use: Truck washing (See Attachment 1)
Evaporation: Maximum water surface to be exposed:
Description of any use, other than evaporation, and method of diversion, rate
of diversion, and annual amount of diversion of any water withdrawn from
the pond:
0 MUNICIPAL
Description of use:
❑ DIRECT PUMPING
Tributary:
Location:
t. SOIIRCE OF WATER
ER
Structure: Stntcture Name: Frac Tech Wells/II - `3
Source: ❑Surface ['Storage OCGround water
Current Pennit /1 __ (attach copy)
5. LOCATION OF STRUCTURE
See Attachment 2
County Quarter/quarter
Quarter
Section
Township Range
Distance of well from section lines:
P. M.
Elevation:
Well location address:
(Attach additional pages for multiple structures)
6. LAND ON WHICH WATER WILL BE USED
(Legal description maybe provided as an attachment.)
See Attachement 3 and 4
Number of acres in tract: 77
Inclusion into the District, at Applicant's expense, may be required.
7. TYPE OF SEWAGE SYSTEM
D Septic tank/absorption leach field ❑Central system ❑Other
District name:
8. VOLUME OF LEASED WATER NEEDED IN ACRE FEET:
17.60 (minimum of I acre foot except augmentation
from Alsbury Reservoir where a lesser amount is allowed)
Provide engineering data to support volume of water requested.
Commercial, municipal, and industrial users Hurst provide diversion and
consumptive data on a monthly basis.
A totalizing flow meter with remote readout is required to he installed and
usage reported to West Divide.
Applicant expressly ackno
District's r . o'er All
ma
it has I • s the op. unity to review the
nt ' ct r . ' : ees this application is
editions contained therein.
Applicant Signature
Application Date:__
ISSUED AS AREA i3 CO i -i& .Ci'
YES X NO
The printed portions of this form, except differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District.
Form if W1)WCD 050901 APP
ATTACHMENT 1
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Contract Amount w/ 5% transit Loss =
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Truck Total
Washing Total Contract
Irrigation Diversion & Pond Diversion Total C.U. Amount
C.U. (AF) C.U. (AF) Evaporation (AF) (AF) (AF)
1.468 1.329 1.396
1.326 1.201 1.261
1.468 1.329 1.396
1.493 1.344 1.412
1.681 1.500 1.575
1.718 1.524 1.600
1.780 1.579 1.658
1.722 1.532 1.609
1.600 1.430 1.501
1.524 1.374 1.443
1.421 1.286 1.351
14.6.8 1.329 1.396
18.668 16.759 17.597
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frac tech water use estimates
Attachment 2
Location of Proposed Wells
Frac Tech Services LLC
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Frac Tech Well No. 2
Frac Tech Well No. 3
108* G 22_400"
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N 39* 24' 58.522"
I N 39* 23' 52.550"
W 108* 4' 51.597"
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tiaik
Attachment 3 - Approximate Parcel Location
Date: 09/06/2006 Client: Frac Tech Services LLC
ts:
CtitJring Cori-m-Ji-Atiort
:0 San
05/10/2006 935.06 PM mcrl N(]1
File No.• 926 not 14944-1r5-S1JF
Exhibit A
The SE1/4NW 1/4, the NE1/4SW 1/4, the NW 1/4SW1/4, and Lot 2 of Section 27, Township 7 South,
Range 96 West of the 6th P.M.
The SW 1/4SW 1/4 of Section 27, Township 7 South, Range 96 West of 6th P.M. except that part of said
SW 1/4SW 1/4 southerly of the southerly boundary of U.S. Highway No_ 6 and 24.
That part of Lot 1 and of the W1/2NE1/4 of Section 27, Township 7 South, Range 96 West of the 6th
P.M., described as: Beginning ata panni on the westerly boundary line of said W 1/2NE1/4 285 feet southerly of
the North „mar sai Section 1 . thenc_ S. 59"3 ' r n �n
hequarter carne ofsaid Sectwu 27, ►hence 59 35 E. 248 feet; thence S. LL -J15 .t. ;fib] tea; thence S.
87°46' E. 178 feet; thence S. 23°35' E. 290 feet; thence S. 63°54' E. 289 :feet; thence S. 5I°44' E. 545 feet;
thence 47°47'E 378 feet; thence S. 29°09' E. 228 feet thence S. 74°13' E. 121 feet; thence S. 49°37' E. 176 feet
to the Northwesterly bank of the Colorado River, thence southwesterly along said bank of said River to its
intersection with the south boturdary line of said Lot 1; thence westerly along said South boundary Jin to the
Southwest caner of said W1i2NE1/4, and theme nottlrerty along the westerly boundary line of said W1/2NE1/4
to the point of beginning.
Excepting therefrom:
(a) All real property described in Deeds receded August 10, 1962 in Book 343 at page 569 and Re-recorded
in Book 343 at page 426_
(b) All real property that was taken by Rule and Order of Case No_ 81 CV164 recorded January 4, 1988 in
Book 727 at Page 255 as Reception Number 388735.
(c) All real property deserted in Deeds returned March 16, 1989 in Book 567 at Page 502 as Reception
Number 312881, recorded March 16, 1989 in Boole 567 at Page 503 as reception Number 312882 and
recorded March 16, 1981 in Book 567 at Page 504 as Reception Neer 312883.
All Parcels being situated in the County of Garfield, State of Colorado.
Contract #06092 1 FTS(a)
Map # 551a, b, c
Date Approved 9/21/06
WEST DIVIDE WATER CONSERVANCY DISTRICT
WATER ALLOTMENT CONTRACT
Name of Applicant: Frac Tech Services LLC
Quantity of Water in Acre Feet: 17.6
Applicant, hereby applies to the West Divide Water Conservancy District, a political subdivision of the State of Colorado,
organized pursuant to and existing by virtue of C.R.S. 1973, §37-45-101, et seq., (hereinafter referred to as the "District") for an allotment contract
to beneficially and perpetually use water or water rights owned, leased, or hereafter acquired by the District. By execution of this Contract and the
attached Application, Applicant hereby agrees to the following terms and conditions:
1. Water Rights: Applicant shall own water rights at the point of diversion herein lawfully entitling Applicant to divert
water. which will be supplemented and augmented by water leased herein. If Applicant intends to divert through a well, it must be understood by
Applicant that no right to divert exists until a valid well permit is obtained from the Colorado Division of Water Resources.
2. Quantity: Water applied for by the Applicant in the amount set forth above shall be diverted at Applicant's point of
diversion from the District's direct flow water rights, and when water is unavailable for diversion pursuant to administration by the Colorado State
Engineer during periods when said direct flow water right is not in priority, the District shall release for the use of Applicant up to said quantity in
acre feet per year of storage water owned or controlled by the District. It is understood that any quantity allotted from direct flow, storage or
otherwise, to the Applicant by the District will be limited by the priority of the District's decrees and by the physical and legal availability of water
from District's sources. Any quantity allotted will only be provided so long as water is available and the Applicant fully complies with all of the terms
and conditions of this Contract. The District and the Applicant recognize that some of the District's decrees may be in the name of the Colorado
River Water Conservation District, and the ability of the District to allot direct flow right to the Applicant may be dependent on the consent of the
Colorado River Water Conservation District. If at any time the Applicant determines it requires less water than the amount herein provided,
Applicant may so notify the District in writing, and the amount of water allotted under this Contract shall be reduced permanently in accordance with
such notice. Rates shall be adjusted accordingly in following water years only.
3. Beneficial Use and Location of Beneficial Use: Any and all water allotted Applicant by the District shall be used for the
following beneficial use or uses: industrial, rnunicipal, domestic and related uses, or commercial (except for commercial use from AlshuryReservoir
and except to the extent that Ruedi Reservoir water may not be available for commercial as that term is defined on Page 5 of Contract No. 2 -07 -7D -
W0547 between the United States and the West Divide Water Conservancy District). Applicant's beneficial use of any and all water allotted shall be
within or through facilities or upon land owned, leased, operated, or under Applicant's control.
4. Decrees and Delivery: Exchange releases made by the District out of storage from Ruedi Reservoir, Green Mountain
Reservoir, Alsbury Reservoir, or other works or facilities of the District, or from other sources available to the District, shall be delivered to the
Applicant at the outlet works of said storage facilities or at the decreed point of diversion for said other sources, and release or delivery of water at
wch outlet or 'mints shall constitute perlurmancc of the District's total ublip,atioti. Delivcr2., of water hy the District from Ruedi Reservoir & r Green
\lnuntain Reservoir shall he subject to the District's lease contracts with the united States Bureau of Reclamation. Releases from other facilities
available to District shall be subject to the contracts, laws, rules, and regulations governing releases therefrom. Furthermore, the District hereby
1
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. Any quantity of the Applicant's allocation not
delivered to or used byApplicant end of each 1), shall ' to the watersupplies f h Districtreversion by the� wateryear(October shall revert Supp. cs o, Ie Such 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 Division of Water Resources 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.
Water service provided by the District for properties located within the Bluestone and Silt Water Conservancy Districts is
provided pursuant to Agreements with said Districts. The intergovernmental Agreement between the District and the Silt Water Conservancy
District, dated January 25, 200I, is recorded as Reception No. 575691, Garfield County Clerk and Recorder's Office. The Intergovernmental
Memorandum of Understanding between the District and the Bluestone Water Conservancy District, dated April 26, 2001, is recorded as Reception
No. 584840, Garfield County Clerk and Recorder's Office.
5. Alternate Point of Diversion and Plan of Augmentation: Decrees for alternate points of diversion of the District's water
rights or storage water may be required in order for Applicant to use the water service contemplated hereunder. Obtaining such decree is the
exclusive responsibility of Applicant. The District reserves the right to review and approve any conditions which maybe attached to judicial approval
of said alternate point of diversion as contemplated or necessary to serve Applicant's facilities or lands. Applicant acknowledges and agrees that it
shall be solely responsible for the procedures and legal engineering costs necessary for any changes in water rights contemplated herein, and further
agrees to indemnify the District from any costs or losses related thereto. Applicant is solely responsible for providing works and facilities necessaryto
obtain/divert the waters at said alternate point of diversion and deliver them to Applicant's intended beneficial use. Irrespective of the amount of
water actually transferred to the Applicant's point of diversion, the Applicant shall make annual payments to the District based upon the amount of
water allotted under this Contract.
In the event the Applicant intends to apply for an alternate point of diversion and to develop an augmentation plan and institute
legal proceedings for the approval of such augmentation plan to allow the Applicant to utilize the water allotted to Applicant hereunder, the Applicant
shall give the District written notice of such intent. In the event the Applicant develops and adjudicates its own augmentation plan to utilize the
water allotted hereunder, Applicant shall not be obligated to pay any amount under Paragraph 19 below. In any event, the District shall have the right
to approve or disapprove the Applicant's augmentation plan and the Applicant shall provide the District copies of such plan and of all pleadings and
other papers filed with the water court in the adjudication thereof.
6. Contract Payment: Non-refundable, one time administrative charge, in the amount determined by the Board of Directors
of the District from time to time, shall be submitted with the application for consideration by the District.
Annual payment for the water service described herein shall be determined by the Board of Directors of the District. The initial
annual payment shall be made in full, within thirty (30) days after the date of notice to the Applicant that the initial payment is due. Said notice will
advise the Applicant, among other things, of the water delivery year to which the initial payment shall apply and the price which is applicable to that
2
Annual payments for each year thereafter shall he due and payable by the Applicant on or before each January 1. If an annual
payment is not made by the due date a flat S50 late fee will be assessed. Final written notice prior to cancellation will be sent certified mail, return
receipt requester) to the Applicant at such address as may be designated by the Applicant writingforththis- - Applicant `^"+� in or set forth in Contract or Application.
Water use for any part of a water year shall require payment for the entire water year. Nothing herein shall be construed so as to prevent the District
from adjusting the annual rate in its sole discretion for future years only.
If payment is not made within fifteen (15) days after the date of said written notice, Applicant shall at District's sole option have no
further right, title or interest under this Contract without further notice, and delivery maybe immediately curtailed. The allotment of water, as herein
made, may be transferred, leased, or otherwise disposed of at the discretion of the Board of Directors of the District.
Upon cancellation of this water allotment Contract with the District, the District shall notify the Division of Water Resources
offices in Denver and Glenwood Springs. The Division of Water Resources may then order cessation of all water use.
7. Additional Fees and Costs: Applicant agrees to defray any 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 and adjudication necessary to allow Applicant's use of such allotted water rights.
8. Assignment: This Contract shall not inure to the benefit of the heirs, successors or assigns of Applicant, without the
prior written consent of the District's Board of Directors. Any assignment of Applicant's rights under this Contract shall be subject to, and must
comply with, such requirements as the District may hereafter adopt regarding assignment of Contract rights and the assumption of Contract
obligations by assignees and successors. Nothing herein shall prevent successors to a portion of Applicant's property from applying to the District for
individual and separate allotment Contracts. No assignment shall be recognized by the District except upon completion and filing of proper forms for
assignment and change of ownership.
In the event the water allotted pursuant to this Contract is to be used for the benefit of land which is now or will subsequently be
subdivided or held in separate ownership, the Applicant may only assign the Applicant's rights hereunder to: 1) No more than three separate owners
all of whom shall be party to a well sharing agreement satisfactory to the District; or 2) A homeowners association, water district, water and sanitation
district or other special district properly organized and existing under the laws of the State of Colorado, and then, only if such parties, association or
special district establishes to the satisfaction of the District that it has the ability and authority to perform the Applicant's obligations under this
Contract. In no event shall the owner of a portion, but less than all, of the Applicant's property to be served under this Contract have any rights
hereunder, except as such rights may exist pursuant to a well sharing agreement or through a homeowners association or special district as provided
above.
Upon the sale of the real property to which this Contract pertains, Applicant shall make buyer aware of this Contract and proper
forms for assignment and change of ownership must be completed.
9. Other Rules: Applicant shall be bound by the provisions of the Water Conservancy Act of Colorado; by the rules and
regulations of the Board of Directors of the District; and all amendments thereof and supplements thereto and by all other applicable law.
10. Operation +u -d Maintenance Appiicdiri shaii enter rniva+i'Operation and Maintenance Agreement" with the
District under terms and conditions determined by the board of Directors oftlte District, if and when, the Board of said District determines in its sole
discretion that such an agreement is required. Said agreement may contain, but shall not he limited to, provisions for additional annual monetary
3
consideration for extension of District delivery 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, reapprove or disapprove any proposed change in use
of the water 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.
I2. Use and Place of Use: Applicant agrees to use the water in the manner and on the property described in the documents
submitted to the District at the time this Contract is executed, or in any operation and maintenance agreement provided by Applicant. Any use other
than as set forth thereon or any lease or sale of the water or water rights herein, other than as permitted in paragraph 8 above, shall be deemed to be a
material breach of this agreement.
13. Title: It is understood and agreed that nothing herein shall be interpreted to give the Applicant any equitable or legal fee
title interest in or to any water or water rights referred to herein.
14. Conservation: Applicant shall use commonly accepted conservation practices with respect to the water and water rights
herein, and hereby agrees to be bound by any conservation plan adopted hereafter by the District for use of District owned or controlled water or
water rights.
15. Restrictions: Applicant shall restrict actual diversions to not exceed the contract amount, which provides water (on the
formula of one acre foot per dwelling) for ordinary household purposes inside one single family dwelling, the watering of domestic livestock, fire
protection, and the irrigation of lawn and garden as specified in the Application.
Water Resources.
Applicant shall also comply with all restrictions and limitations set forth in the well permit obtained from the Colorado Division of
Watering of livestock shall be restricted to Applicant's domestic animals not to be used for commercial purposes unless Applicant
obtains approval frorn the Colorado Division of Water Resources for commercial use/livestock watering, provided that in no event shall actual
diversions exceed the amount of water provided by this Contract.
Violation of this paragraph 15 shall be deemed to be a material breach of this Contract.
16. Well Permit: If Applicant intends to divert through a well, then Applicant must provide to District a copy ofApplicant's
valid well pennit before District is obligated to deliver any water hereunder.
17. Measuring Device or Meter: Applicant agrees to provide, at its own expense, a measuring device deemed acceptable by
the District's Engineer after consultation, or 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 dive sion of water by the State of Cuiotado Division of Water Resources. 13y signing this Contract, Applicant hereby
specifically allows District, through its authorized agent, to enter upon Applicant's property during ordinary business hours fbr the purposes of
determining Applicant's actual use of water.
4
18. Representations: By executing this Contract, Applicant agrees that it is not relying on any legal or engineering advice
that Applicant may believe has been received from the District Applicant further acknowledges that it has obtained all necessary legal and
engineering advice from Applicant's own sources other than the District. .Applicant Rirther acknowledges that the District makes no
__.. .,.. ..�..,. guarantees,
warranties, or assurances whatsoever about the quantity or quality of water available pursuant to this Contract. Should the District be unable to
provide the water contracted for herein, no damages may be assessed against the District, nor may Applicant obtain a refund from the District.
19. Costs of Water Court Filing and Augmentation Plan: Should the District, in its own discretion, choose to include
Applicant's Contract herein in a water court filing for alternate point of diversion or plan of augmentation, then Applicant hereby agrees to pay to the
District, when assessed, an additional fee representing the District's actual and reasonable costs and fees for Applicant's share of the proceedings.
Applicant shall be assessed a pro -rata share of the total cost incurred by the District in preparing, filing and pursuing to decree the water court case.
The pro -rata share shall be calculated by dividing such total cost by the number of contractees included in the filing. To the extent that the District is
caused additional costs because of objection filed specifically due to the inclusion of Applicant's Contract in the filing, such additional costs maybe
charged specifically to Applicant and not shared on a pro -rata basis by all contractees.
20. Binding Agreement: This agreement shall not be complete nor binding upon the District unless attached hereto is the
form entitled "Application to Lease Water From West Divide Water Conservancy District" fully completed by Applicant and approved by the
District's engineer. Said attachments shall by this reference thereto be incorporated into the terms of this agreement. All correspondence from the
District to Applicant referring to or relating to this agreement is by this reference incorporated into this agreement as further terms and conditions of
this agreement.
21. Warning: IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT TO OBTAIN A VALID WELL PERMIT OR
OTHER WATER RIGHT IN ORDER TO DIVERT WATER, INCLUDING THE WATER ACQUIRED UNDER THIS CONTRACT. IT IS THE
CONTINUING DUTY OF THE APPLICANT TO MAINTAIN THE VALIDITY OF THE WELL PERMIT OR WATER RIGHT INCLUDING
FILING FOR EXTENSIONS OF PERMITS, FILING WELL COMPLETION REPORTS, FILING STATEMENTS OF BENEFICIAL USE, OR
OTHERWISE LAWFULLY APPLYING THE WATER TO BENEFICIAL USE ON A REGULAR BASIS WITHOUT WASTE.
22. AREA B. CONTRACTS: IF APPLICANTS WELL OR OTHER WATER RIGHT THAT IS THE SUBJECT OF THIS
CONTRACT IS LOCATED OUTSIDE "AREA A" AS DESIGNATED BY THE DISTRICT, THEN THIS PARAGRAPH APPLIES: THE
AUGMENTATION WATER PROVIDED BY THE DISTRICT UNDER THIS CONTRACT MAY ONLY PROTECT APPLICANTS WATER
RIGHT FROM A CALL ON THE COLORADO RIVER AND MAY NOT PROTECT APPLICANT FROM A CALL FROM ANY OTHER
SENIOR RIGHT. NO REPRESENTATION OTHERWISE IS MADE BY THE DISTRICT. IF THIS IS A CONCERN TO APPLICANT, THIS
CONTRACT MAY BE ' SCINDED UPON ' i E OTICE DELIVERED TO THE DISTRICT BY TIS APPLICANT WITHIN THE NEXT
30 DAYS FOLLOWIN AFF AFF r, i'U OF SI[; URES ON THIS CONTRACT IN WHICH EVENT ALL SUMS PAID BY APPLICANT
FOR THIS CONTRA s✓ : BE 1 i. - ; TELY REFUNDED TO APPLICANT.
Applicant
STATE OF _ 't_eve4 be,
�r1
) ss.
COUNTY OF ,'%ESN
The foregoing instrument was arlknntv!edged 'Morn
KEt/iN i?Cni c e•
STATE OF
}
) ss.
COUNTY OF )
The foregoing instrument was acknowledged
this /1 day of Ctp ; ';.;t? ,
LV v !.�., by
official seal•. My commission expires: :':i s` COMMISSION FXP!AEc
!(' �NOVEMBER 15, 2006
Notary Public
is day of , 20 , by
. Witness my hand and official seal. My commission expires:
Notary Public
ORDER
After a hearing by the Board of Directors of the West Divide Water Conservancy District on the Application, it is hereby ORDERED that said
Application be granted and this Contract shall be and is accepted by the District.
WEST DIVIDE WATER CONSERVANCY DISTRICT
President
Date
This Contract includes and is subject to the terms and conditions of the following documents which must accompany this Contract:
I. Map showing location of point of diversion (use map provided)
2. Application and Data Form fully completed and signed
"f he printed portions adds form, except differentiated additions or deletions, have been approved and adopted by the West Divide Water Conservancy District.
Form #IWDWCD 050901 CONTRACT.