HomeMy WebLinkAbout20162132.tiffChris Gathman
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Sent:
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Subject:
Chris,
Billy Enyart <Billy@forgeandfabrication.com>
Monday, February 29, 2016 11:58 AM
Chris Gathman
Cert. Of Conveyances
Please find Certificate of Conveyances for 1790 CR 23 here. This can also be located at the dropbox folder that
contains all of the application documents I have submitted so far.
I have submitted an application for a well permit, and, based on my conversations with the Colorado
Department of Natural Resources, don't expect any trouble in obtaining it. Until I do get the permit I will
continue to show a cistern in my plans. These will be updated when I am sure that a well will be allowed.
Also, having trouble getting ahold of my Whitney Means of the Brighton Fire district. Is a letter of approval
from the fire department strictly required? I may have to visit their office...
Thanks,
Billy
Billy Enyart
Enyart Forge and Fabrication
4747 National Western Drive
Denver, Co 80216
(303) 506-0058
www.forgeandfabrication.com
1
Colorado
Geoscience & Design, Inc.
P.O. Box 68 Franktown, Colorado 80116 • Phone: 303.688.2150 • Fax: 303.688.1295 • CoGeoDesign
Billy Enyart
4747 National Western Drive
Denver, CO 80216
ONSITE WASTE TREATMENT SYSTEM
FOR
1970 COUNTY ROAD 23
WELD COUNTY, COLORADO
DESIGN NO 15-3172
REPORT NO 15-635
October 19, 2O15
NOT VALID WITHOUT
ORIGINAL SIGNATURE
GENERAL
As requested, Colorado Geoscience and Design, Inc. has investigated subsurface conditions
at the subject site. The purpose of our investigation was to evaluate subsurface conditions
and design an Onsite Waste Treatment System (OWTS).
SITE CONDITIONS
The site is located at 1790 WELD COUNTY ROAD 23, WELD COUNTY,
COLORADO. The location of the site, percolation tests and proposed OWTS are
presented in Figure 1. The general topography of the site is flat.
The vegetation at the site consists of native grass and weeds. The domestic water well is
located at least 10o feet from the proposed soil treatment area. There are no anticipated
construction -related issues, nor were there any difficulties encountered during the site
evaluation.
PROPOSED CONSTRUCTION
A steel building for a manufacturing business is proposed at the site as indicated on
Figure 1. It is our understanding the business will employ up to 10 people working 8
hours per day. The base sewage loading for 10 people working 8 hours per day is is 150
gallons per day (GPD). We do not anticipate any proposed land use changes in the near
future that may impact the new system.
SUBSURFACE CONDITIONS
Subsurface conditions were investigated by drilling one profile test hole and three
percolation holes, as indicated on Figure 1. Subsurface conditions encountered consist of
fine-grained, loose sand to 9 ft. Percolation rates ranged from 53-12o minutes per inch
(mpi). The average percolation rate is 78 mpi. Ground water was encountered at a depth of
4 feet at the time of the drilling operation.
RECOMMENDATIONS
An engineered, pressurized, mounded infiltrator chamber bed system shall be installed in
the loose sand. The OWTS shall be base on a Long Term Acceptance Rate (LTAR) of 0.20
gallons/sq. ft./day, a design flow of 15o GPD plus appropriate design factors. Based on
these design parameters, the soil treatment area utilizing Quick 4 infiltrator chambers shall
consist of the following:
• Eighty (8o) chambers are required (See Figures 1 through 4 and Calculations Work Sheet).
• The chambers shall be placed on three foot (3') of sand filter media utilizing concrete sand
and shall meet the specifications outlined in Section 30.11.30.B.1 of Weld County, On Site
Waste Treatment System Regulations for sand filters.
• The chambers shall be placed at or near the exiting grade and a mound shall be placed over
the chambers with the edges of the mound at a 3H:1V slope.
• Two inch (2") diameter perforated PVC pipe shall be suspended from the top of the
chambers and shall run the full length of each row. The 2" inch pipe shall have a single row
of 3/16" diameter holes drilled at 12 inches on center at the 12 o'clock position. A single
hole shall be drilled at the 6 o'clock position at distal ends of the pipe.
• An automatic distribution valve and flushing valves are required in the system (See Fig 6).
• The top of the chambers shall be covered with nonwoven permeable geotextile meeting a
maximum thickness rating of two ounces per square yard or equivalent pervious material.
Job No: 15-3172 / 15-635
1 October 14, 2015
• Observation pipes shall be installed at the end each row of the field and a drainage berm to
divert surface water away from the surface of the OWTS. We recommend the individual
sewage disposal system be installed as indicated on Figures 2 through 5.
The system requires 1-1,000 gallon two -compartment pre -cast concrete septic tank and 1-
500 gallon dosing tank equipped with a 1/2 HP pump capable of pumping 4o gpm against a
total dynamic head of 3o ft. We recommend a Goulds 1/2 hp WE057HH pump, a PF3oo5
HH pump or equal. The top of the septic tanks to final grade shall be a maximum
of 4 feet. If the distance is greater than 4 feet an engineered tank is required.
NOTE: All tanks shall be approved by the Colorado Department of Public Health and
Environment (CDPHE). Please refer to the following web site for CDPHE approved On -Site
Wastewater Treatment System (OWTS) septic tank manufacturers:
https://wtiti-w.colorado.gov/pacific/cdphe/septicapproval
Effluent lines placed beneath roadways shall be encased in larger pipe to prevent damaging
them. The pipe sleeve shall be Schedule 40, PVC that is 2 inches larger in diameter than the
effluent line. The encasement shall extend 10 feet beyond the edge of the road in both
directions.
Activity on the surface of the OWTS shall be restricted to allow the absorption area to
function as intended. Activity that contributes to the compaction of the field or that is
detrimental to the capability of the OWTS to function, as designed, is prohibited.
Therefore, we recommend the field area be fenced to prevent compaction from human,
vehicle or animal traffic.
We recommend the surface of the field be seeded after installation of the drip irrigation
system. A good native grass cover will prevent erosion. We recommend a seed mix such as
a "Foothills, Pasture, or Prairie" mixes available at local seed stores. These mixes do not
require irrigation and develop a growth io to 15 inches high. No automatic sprinkler
system should be installed over the field.
The owner must realize an OWTS is different from public sewer service. The owner must
be aware of and assume responsibility for maintenance of the system. The system is
relatively maintenance free, but the owner must have the septic tanks
pumped. We recommend the tanks be pumped every two years. There are daily
considerations, such as not putting plastic or other non -biodegradable material into the
septic system. Water use must be monitored so toilets are not allowed to run when seals
malfunction. To illustrate the point, it should be noted a running toilet would consume in
excess of woo gallons per day, if allowed to run. As the system is designed for 15o GPD, an
excess loon GPD loading could irreparably harm the system. No discharge from water
softeners, spas, or pools should be directed to the OWTS. This office must approve the
OWTS installer before work begins on this system. Failure to utilize an
installer approved by this office will nullify this design.
LIMITATIONS
Our investigation, layout, and recommendations are based on data submitted. If conditions
different from those described in this report are encountered, we should be notified to
evaluate the effect of the changes on the proposed OWTS. If local health departments make
modifications to our recommendations, we should be contacted to evaluate the impact to
our OWTS recommendations. The owner/builder/installer shall be responsible
for all regulations and requirements regarding OWTS installations.
Job No: 15-3172 / 15-635 2
October 14, 2015
100°
COUNTY ROAD 23
PROPERTY LINE
AFOUNDATION SOIL TEST BORINGS
OPERCOLATION TEST HOLES
SOIL PROFILE HOLE
UNSUITABLE SOIL PROFILE HOLE
45'
1
B2
WELL
7?
FLAT
P3
P21
P1
165°
1718' TO
PROPERTY
LINE
ID
GPS LOCATOR
ELEV
B1
N 40°01.631'
W 104°50.850'
4957
SPH
N 40°01.628'
W 104°50.824'
4956
Colorado
Geoscience & Design,Inc.
P.O. BOX ee. FRANCTOWN, CO. 8011e,
PHONE (303) 868.2150
SITE MAP
ALL LOCATIONS SHOWN ARE BASED ON SPECIFIC INFORMATION FURNISHED BY OTHERS OR
ESTIMATES MADE IN THE FIELD BY COLORADO GEOSCIENCE PERSONNEL THE LOCATIONS,
DISTANCES, DIRECTIONS, ETC. ARE NOT THE RESULT OF A PROPERTY SURVEY BUT ARE
APPROXIMATIONS AND ARE NOT WARRANTED TO BE EXACT. IT IS THE OWNER/BUILDERS
RESPONSIBILITY TO DEFINE PROPERTY BOUNDARIES AND ENSURE ALL ON -SITE IMPROVEMENTS
ARE LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS.
ALL DISTANCES ARE TO BE VERIFIED PRIOR TO EXCAVATION.
BILLY ENYART
SITE LOCATION
1970 COUNTY ROAD 23
WELD COUNTY,
COLORADO
SCALE
1"=100'
JOB NO.
15-3172
FIG. 1�
1-1000 GAL.
2 -COMP TANK
DISTRIBUTION
BOX
DRIVEWAY
s"\-- GARAGE
PROPERTY LINE
QFOUNDATION SOIL TEST BORINGS
OPERCOLATION TEST HOLES
SOIL PROFILE HOLE
UNSUITABLE SOIL PROFILE HOLE
WELL
82
FLAT
P30
P
---12'
-r
x 1727' TO
PROPERTY
LINE
Q _
ID
GPS LOCATOR
ELEV
B1
N 40°01.631'
W 104°50.850'
4957
SPH
N 40°01.628'
W 104°50.824'
4956
Geoscience & Design,lnc.
P.O. Box 66, FRMKTOWN, CO. 60116,
PHONE 9 (30O) 666,1150
SITE MAP
ALL LOCATIONS SHOWN ARE BASED ON SPECIFIC INFORMATION FURNISHED BY OTHERS OR
ESTIMATES MADE IN THE FIELD BY COLORADO GEOSCIENCE PERSONNEL. THE LOCATIONS,
DISTANCES, DIRECTIONS, ETC. ARE NOT THE RESULT OF A PROPERTY SURVEY BUT ARE
APPROXIMATIONS AND ARE NOT WARRANTED TO BE EXACT. IT IS THE OWNER/ BUILDERS
RESPONSIBILITY TO DEFINE PROPERTY BOUNDARIES AND ENSURE ALL ON -SITE IMPROVEMENTS
ARE LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS.
ALL DISTANCES ARE TO BE VERIFIED PRIOR TO EXCAVATION.
BILLY ENYART
SITE LOCATION
1970 COUNTY ROAD 23
WELD COUNTY,
COLORADO
SCALE
111=100'
JOB NO.
15-3172
FIG. 2l
f ...
BILLY ENYART
1790 COUNTY ROAD 23
ELBERT, COLORADO
[CO JOB # 15-3172
ign,Inc.
OW CO. 80116
-2150
'ERCOLATION TESTS FOUNDATION DESIGNS
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:LID DIMENSIONS
Figure 3
_ 3'-0" MAX.
•
OQO
BED DETAIL
(END VIEW)
SCALE: NTS
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4 ROWS OF 20
CHAMBERS PER ROW
a4
UNDISTRUBED SOIL
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Wf1WINIW .$1
PU
UNION JOINT
TO ALLOW
PUMP REMOVAL
V1
RISERS TO SURFACE
POWER TO PUMP
P CHAVRER
DETAIL
INFLOW FROM SECOND CHAMBER
OF OF DOSING TANK
TO AUDIBLE ALARM AT BUILDING.
ALARM LEVEL 3" ABOVE HIGH
(START) LEVEL
LEVEL CONTROL
SWITCHES
HIGH (START)O
LEVEL
LOW (SHUT-OFF)
LEVEL
ACCESS
TO TANK
GROUND SURFACE
SLOPE AWAY FROM RISER
SEAL TO TANK
2" or 4" DIAMETER OUTFLOW
LINE TO FIELD
(-1/8" WEEP
HOLE
PUMP 4" MINIMUM
FROM BOTTOM
OF TANK
a•
A:
PUMP ON LEVEL WITH MINIMUM OF 200
GALLONS AVAILABLE FOR PUMPING
500 GALLON DOSING TANK
FIGURE 5
4
1/2 H.P. HYDROMATIC
SHEF 30 PUMP OR EQUAL
TYPICAL CONCRETE
2 COMPARTMENT
SEPTIC TANK
4' MAX
D F PTI-I
TANK MANUFACTURERS
SI-[ALL MAKE 6" ACCESS RISERS
AVAILABLE FOR GRADE
ADJUSTMENT.
20" MIN.
FMANHOLE 6" ABOVE GRADE
1 MINIMUM
AST '1-D-3034
OR PIPE
OF EQUAL
STRENGTH
INLE
La•
a
4" REI3AR
I•IANDLE
...-.�
a
SEAL RISERS AT
7 -TOP OF TANK
•
SWEEP PLASTIC
lcTEE OR BAFFLE
VENT r"
WATER LEVEL
\ NOT LESS THAN
9" OR MORE
THAN 17"
FIRST COMPARTMENT SHALL HOLD
BETWEEN 1/2 AM) 2/3 OF REQUIRED
EFFECTIVE CAPACITY OF THE TANK
3 1/2" MIN.
6" M I N
r
ACCESS HOLES SI IALI. BE
LOCATED TO PROVIDE EASY
ACCESS TO CLEAN INLET
AND OUTLET TEES
20" MIN.
MANHOLE
4"
CROSS
OVER
1" SPACE
IONS.
TANK
DIVIDER
3" MIN.
4
•n
4" MIN.
ASrM-D
-3034
OR PIPE O1 -
EQUAL
STRENGTH
owl Er
30" MINIMUM
60" MAXIMUM
1,000, 1,250 AND 1,500 GALLON TANK 2 COMPARTMENT TANK
FIGURE 4
DISTRIBUTION MANIFOLD & VALVES
INLET PIPE
PLAN VIEW
FINISHED GRADE
2' DISTRIBUTION MANIFOLD l
TO BE INSTALLED LEVEL
2' PVC TEE CTYP.)
2' PVC BALL VALVE (TYP,)
\OB
XX' SCHEDULE 40 �)
PVC PIPE LATERAL
XX' SCHEDULE 40
DISCHARGE PIPE
FROM PUMP
C33 SAND
FILTER MEDIA
TO 1ST
SECTION
TO 2ND TO 3RD TO 4TH
SECTION SECTION SECTION
EFFLUENT PIPE FROM PUMP
VALVE BOX
2' PVC 90° ELBOW (TYP.)
AUTOMATIC DISTIBUTION VALVE (ADV)
OUTLET PIPE (TYP.) LID
VALVE VAULT
AUTOMATIC DISTRIBUTION VALVE
3 -PART PVC UNION CTYP.)
(L)
EFFLUENT PIPE
FROM PUMP
FLUSHING VALVE
PVC FLUSHING
ASSEMBLY
b:// IN SITU
.7.-•••"‘C-1-7:
,//(. MATERIAL
/
4' PVC
OBSERVATION PIPE
PROFILE VIEW
FINISHED GRADE
LATERAL
CHAMBER
AUTOMATIC
DISTRIBUTION
VALVE
ASSEMBLY
VALVE VAULT
-..;:--_-OUTLET PIPE (TYP.)
SPACING UNDER UNION
PVC CAP
\-j���� NIN SITU SOIL
t> /h /
10' HDPE
HAND HOLD
PVC BALL VALVE
PVC SECTION
PVC LONG SWEEP
90'BEND
IN ORDER TO EXTEND THE LIFE OF THE FIELD, WE RECOMMEND THAT ONE
SECTION OF THE FIELD BE CLOSED AT ALL TIMES TO ALLOW DRYING OF THAT
FIELD. THIS CAN BE ACCOMPLISHED BY SEQUENTIALLY CLOSING THE VALVE
TO ONE SECTION OF THE FIELD EVERY SIX MONTHS.
FIGURE 6
CHAMBERED BED SYSTEM
Address:
Number of Bedrooms
Slope
Direction
Design Flow
Subsurface Conditions
Perc Rate Range
Average Perc Rate
LTAR
1790 County Road 23
Weld County, CO
Fine-grained, loose sand to 9 ft.
10
Flat
NA
150
10/13/15
15-3172
Bdrm
%
gal/day
53-120 MPI
78 MPI
0.2 gal/day/sf
Calculations
Design Flow = 75 g/d/p x 2 person/bdrm x #bdrms
A = (Design Flow / LTAR) x Appropriate Reduction Factors
Design Parameters for Chambered Bed System
Design Area of Disposal Field
750
sq ft
Adjustment Factor for Distribution Media
1.0
Adjustment Factor for Application
1.2
Adjusted Area of Leach Filed
900
sq ft
Type and Area of Chamber
11.33
sq ft
Length of Chamber
4.00
ft
Chambers Req'd
80
Field Dimensions and System Components for a Chambered
Bed System
Number of Rows
Chambers per Row
Number of Chambers
Lateral Length
4
20
80
80
0
0
0
0
Total Number of Chambers 1 80
Tank Size and Number 11-1000
Pipe Information for Chambered Bed Systems
Number of Rows
Pipe Diameter
Hole Diameter
Orifice Coefficient
Hole Spacing
Total Pipe Length
Number of Holes
2
4 inch
0.25 inch
0.62
3 ft 0C
320 ft
a,.;,f, f. = pj*D2/4
A = 0.0003 ft2
Q = CA (2gh)12
Q = 0.0010 cfs
Q = 0.4395 gal/min/hole
Otota1 93.8 gal/min
213
Pipe Volume =
208.9 Gal
Wastewater
Goulds Water Technology
APPLICATIONS
Specifically designed for the following uses:
• Homes, Farms, Trailer Courts, Motels, Schools,
Hospitals, Industry, Effluent Systems
SPECIFICATIONS
Pump
• Solids handling capabilities: 3/»" maximum
• Discharge size: 2" NPT
• Capacities: up to 140 GPM
• Total heads: up to 128 feet TDH
• Temperature:
104°F (40°C) continuous, 140°F (60°C) intermittent.
• See order numbers on reverse side for specific HP,
voltage, phase and RPM's available.
MOTORS
• Fully submerged in high-grade turbine oil for lubri-
cation and efficient heat transfer.
• Class B insulation on A - 1'/2 HP models.
• Class F insulation on 2 HP models.
Single phase (60 Hz):
• Capacitor start motors for maximum starting torque.
• Built-in overload with automatic reset.
METERS FEET
40 -
TOTAL DYNAMIC HEAD
35
30
25
20
15
10
5
0
50
40
30
20i-WEO3iti
10
0
0
10 20 30 40 50 60 70
I I I I I I I
0
5
10 15
• SJTOW or STOW severe duty oil and water resistant
power cords.
• ''A - 1 HP models have NEMA three prong grounding
plugs.
• 1'/2 HP and larger units have bare lead cord ends.
Three phase (60 Hz):
• Class 10 overload protection must be provided :n
separately ordered starter unit.
• STOW power cords all have bare lead cord ends.
• Designed for Continuous Operation: Pump ratings
are within the motor manufacturer's recommended
working limits, can be operated continuously with-
out damage when fully submerged.
• Bearings: Upper and lower heavy duty ball bearing
construction.
• Power Cable: Severe duty rated, oil and water resis-
tant. Epoxy seal on motor end provides secondary
moisture barrier in case of outer jacket damage and
to prevent oil wicking. Standard cord is 20'. Option-
al lengths are available.
• O-ring: Assures positive sealing against contami-
nants and oil leakage.
AGENCY LISTINGS
(L)
80 90
I I I
20
CAPACITY
Tested to UL 778 and CSA 22.2 108 Standards
By Canadian Standards Association File #LR38549
SERIES: WE
SIZE: 3/4" SOLIDS
RPM: 3500 &
1750
100 110 120 130 140 150 160 G P M
I I
25
I I I
30
35 m3/hr
PAGE 2
Pump Selection for a Pressurized System - Commerical Project
15-3172
Parameters
Discharge Assembly Size
Transport Length Before Valve
Transport Pipe Class
Transport Line Size
Distnbuting Va the Model
Transport Length After Valve
Transport Pipe Crass
Transport Pipe Size
Max Elevation Lift
Manifold Length
Manifold Pipe Class
Manifold Pipe Size
Number of Laterals per Cell
Lateral Length
Lateral Pipe Class
Lateral Pipe Size
Onfice Size
Orifice Spacing
Residual Head
Flow Meter
'Add-on' Friction Losses
Calculations
2 00
25
40
2 00
6402
50
40
2 00
10
6
40
2 00
2
40
40
2 00
3' 16
1
5
None
0
inches
feet
inches
feet
Indies
feet
feet
inches
feet
inches
inches
feet
feet
inches
feet
Minimum Flow Rate per Orifice
Number of Orifices per Zone
Total Flow Rate per Zone
Number of Laterals per Zone
°A Flow Differential 1st/Last Orifice
Transport Velocity Before Valve
Transport Velocity After Valve
Frictional Head Losses
0.97 gpm
41
40.3 gpm
1
3.6
3.9 fps
3.9 fps
Loss through Discharge
Loss in Transport Before Valve
Loss through Valve
Loss in Transport after Valve
Loss in Manifold
Loss :n Laterals
Loss through Flowmeter
Add-on Fndion Losses
Pipe Volumes
3.2
0.7
10.5
13
00
04
00
00
feet
feet
feet
feet
feet
feet
feet
feet
Vol of Transport Line Before Valve
Vol of Transport Line After Valve
Vol of Manifold
Vol of Laterals per Zone
Total Vol Before Valve
Total Vol After Valve
44
87
10
6.9
44
167
Minimum Pump Requirements
gals
gals
gals
gals
gals
gals
Design Flow Rate
Total Dynamic Head
its
C161
Orenco Systems°
incorporalod
Cheutrrvar rt".ry ilu
Wlrldat& li".u:ruca.?
40.E gpm
31 2 feet
Total Dynamic Head, TDH (Feet)
300
250
200
150
100
50
wmu�
pigingung
1111111111111,111111
mulniumnull
rrommurammang
mptivatmiiiiiliial
5 10 15 20 25
Net Discharge (gpm)
PumpData
PF3005 High Head Effluent Pump
30 GPM, 1/2HP
11 5/233V 10 60Hz,20W 306 0Hz
Legend
30 35 40
System Curve —
Pump Curve
Pump Optimal Range.._
Operating Point;
Design Pointe
Form No.
GWS-25
OFFICE OF THE STATE ENGINEER
COLORADO DIVISION OF WATER RESOURCES
APPLICANT
818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203
(303) 866-3581
WILLIAM E ENYART III
10803 W 100TH DR
WESTMINSTER, CO 80021-
(281) 635-6168
PERMIT TO CONSTRUCT A WELL
i
LIC
WELL PERMIT NUMBER 79876 -F
DIV. 1 WD 2 DES. BASIN MD
APPROVED WELL LOCATION
WELD COUNTY
NW 1/4 NW 1/4 Section 25
Township 1 N Range 67 W Sixth P.M.
DISTANCES FROM SECTION LINES
850 Ft. from North
211 Ft. from West
Section Line
Section Line
UTM COORDINATES (Meters,Zone:13,NAD83)
Easting: Northing:
ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT
CONDITIONS OF APPROVAL
This well shall be used in such a way as to cause no material injury to 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.
The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has
been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18.
3) Approved pursuant to CRS 37-90-137(4) and the findings of the State Engineer dated May 18, 2016
4) The use of ground water from this well is limited to commercial.
5) The pumping rate of this well shall not exceed 15 GPM.
6) The average annual amount of ground water to be withdrawn shall not exceed 0.7 acre-feet.
7) Production is limited to the Laramie -Fox Hills aquifer which is located approximately 580 feet below land surface and extends to a depth of
approximately 880 feet. Plain casing must be installed and grouted to prevent the withdrawal of ground water from other aquifers and the
movement of ground water between aquifers. (NOTE: If coals and/or carbonaceous shales are encountered in the borehole, plain casing and
grout should be installed through these intervals to exclude poor quality water from entering the well.)
8) The entire length of the hole shall be geophysically logged as required by Rule 9 of the Statewide Nontributary Ground Water Rules prior to
installing casing.
9) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as
appropriate. The owner shall take necessary means and precautions to preserve these markings.
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 constructed more than 600 feet from any existing well, completed in the same aquifer, that is not owned by the applicant,
except for the well issued under permit 78740-F in which a 600 foot spacing waiver has been provided.
12) This well shall be constructed not more than 200 feet from the location specified on this permit.
13) Pursuant to CRS 37-90-137(9)(b) and the Denver Basin Rules, no more than 98% of the nontributary ground water withdrawn annually shall
be consumed and the well owner shall demonstrate to the reasonable satisfaction of the State Engineer that no more than 98% of the water
withdrawn will be consumed.
14) This well is subject to administration by the Division Engineer in accordance with applicable decrees, statutes, rules, and regulations.
NOTE: The ability of this well to withdraw its authorized amount of water from this non-renewable aquifer may be less than the 100 years
upon which the amount of water in the aquifer is allocated, due to anticipated water level declines.
NOTE: To ensure a maximum productive life of this well, perforated casing should be set through the entire producing interval of the
approved zone or aquifer indicated above.
NOTICE: This permit has been approved for a depth, aquifer, and annual amount of withdrawal not specified on the application and
determined from conversation with applicant. Also, the location was determined from email correspondence between myself and applicant.
You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60)
days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.)
APPROVED
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State Engineer (/
JReceipt No. 3673517 DATE ISSUED 05-18-2016
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EXPIRATION DATE 06-' 8-2017
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