HomeMy WebLinkAbout20090208.tiffForm No.
GWS-25
S.
APPLICANT
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OFFICE OF THE STATE ENGINEER
COLORADO l Bldg.. DIVISIO3 Sherman NoFrWAATEado RoRESOURCES
818 (303)866-3581
JLW INVESTMENT LLC
351 GLENCOE STREET
DENVER, CO 80220-
EXST
WELL PERMIT NUMBER 279515
DIV. 1 WD 1 DES. BASIN MD
(303) 349-7586
CHANGE/EXPANSION OF USE OF AN EXISTING WELL
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit
does not ensure that no injury will occur to another vested water right or preclude another owner of a vested water right from
seeking relief in a civil court action.
2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval
of a variance has been granted by the State Board of Examiners of Water Welt Construction and Pump Installation
Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-92.602(3)(b)(I) and the policy of the State Engineer for appropriation of ground water
tributary to South Platte River system.
4) Approved for a change of use of an existing well constructed under permit no. 260927. The issuance of this permit hereby
cancels permit no. 260927.
5) The use of ground water from this well is limited to drinking and sanitary facilities as described in CRS 37-92.602(1)(c),
for a commercial business. Water from this well shall not be used for lawn or landscape irrigation or for any other purpose
outside the business building structure.
6) The pumping rate of this well shall not exceed 15 GPM.
7) The annual amount of ground water to be diverted by this well shall not exceed 1/3 acre-foot (108,600 gallons).
8) Approved as the only well on a tract of land of 44.00 acre(s) described as Lot B, County Exemption No. 799 -18 -1 -RE 748.
Weld County. reference attached exhibit 'A".
9) The return flow from the use of this well must be through an individual waste water disposal system of the
non -evaporative type where thewater issetumed to the same stream system in which the well is Located.
10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all
diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon
request.
11) This well shall be located not more than 200 feet from the location specified on this permit. /4 a 1 . iP II/ 2 Poe Y
Lot. B Block : Filing: Subdiv: RECORDED EXEMPTION 700.18 -1 -RE 748
APPROVED WELL LOCATION.
WELD COUNTY
SE 1/4 NE 1/4 Section 18
Township 6 N Range 63 W Sixth P.M.
DISTANCES FROM SECTION LINES
1630 Ft. from North Section Line
646 Ft from East Section Line
UTM COORDINATES (Meters,Zone:13,NAD83)
Easting: Northing:
APPROVED
ADB
,Receipt No. 3635337
State Engineer / By
DATE ISSUED 12-17-2008 EXPIRATION DATE
2009-0208
EXHIBIT
I 63
fr
MCr oir MEMORANDUM
• Wit TO: Planning Commissioners
COLORADO FROM: Chris Gathman — Planner Ill
SUBJECT: Proposed revisions to USR-1679 L•
The Department of Planning Services recommends the following revisions to the USR-1679 staff
recommendation:
Condition of approval 1.G shall be removed. The applicant has an approved well permit for
the facility.
Conditions of approval 4.A and 4.B shall be replaced with the following conditions:
4.A A concrete secondary containment structure (floor and walls) surrounding each tank or
battery of tanks shall be constructed. The volume retained by the structure shall be 150%
greater than the volume of the largest tank inside this structure. A registered professional
engineer shall design the structure. The structure shall prevent any release from the tank
system from reaching land or waters outside of the containment area. The operator shall
provide evidence from the engineer to the Weld County Department of Public Health and
Environment (WCDPHE) indicating that the structure has been constructed to meet this
criterion. The Department will consider structures other than those constructed of
concrete so long as a registered professional engineer provides a certification indicating
that the proposed structure meets or exceeds the expected functionality of a concrete
structure in regard to containment, spills, unintended releases, etc. (Department of Public
Health and Environment)
4.6 A detailed design of the receiving area and containment system shall be submitted to
WCDPHE for review and approval. The receiving area shall be concrete, include a
chemical resistant coating, and shall be able to contain all spilled wastes, stormwater,
wash down water, and the volume of 150% of the largest truck/container disposing at the
facility. The design shall also include the method in which seams/cracks will be sealed to
prevent leakage through the pad. The receiving area and containment system shall be
constructed and operated in accordance with the approved design. (Department of Public
Health and Environment)
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