HomeMy WebLinkAbout20100142.tiff SITE SPECIFIC DEVELOPMENT PLAN AND USE BY SPECIAL
• REVIEW (USR) APPLICATION
FOR PLANNING DEPARTMENT USE DATE RECEIVED:
RECEIPT#/AMOUNT# /$ CASE#ASSIGNED:
APPLICATION RECEIVED BY PLANNER ASSIGNED:
Parcel Number 0 9 6 3 _ 2 7 _ 0 _ 0 0 _ 0 3 4
(12 digit number-found on Tax I.D.information,obtainable at the Weld County Assessor's Office,orwww.co.weld.co.us.)
Legal Description Part SW/4NW/4 , Section 27, Township 5 North, Range 64 West
Flood Plain: 500 year Zone District: Agriculture Total Acreage:2.79 , Overlay District: N/A
Geological Hazard: N/A , Airport Overlay District: N/A
FEE OWNER(S) OF THE PROPERTY:
Name: Aka Energy Group,LLC
Work Phone # (970)764-6667 Home Phone # Email dcasto@akaenergy.com
Address:65 Mercado Street,Suite 250
Address:
City/State/Zip Code Durango,Colorado 81601
Name:
Work Phone # Home Phone if Email
Address:
• Address:
City/State/Zip Code
Name:
Work Phone # Home Phone # Email
Address:
Address:
City/State/Zip Code
APPLICANT OR AUTHORIZED AGENT (See Below: Authorization must accompany applications signed by Authorized Agent)
Name:Wade Hill
Work Phone # (970)686-1194 Home Phone # (970)396-1668 Email HillLandl@aol.com
Address:8952 Gander Valley Lane
Address:
City/State/Zip Code Windsor,Colorado 80550
PROPOSED USE:
Aka Energy Group proposes to amend USR-625 to add a compressor and storage areas at the existing Kersey
Compressor Station. Aka also requests approval to maintain the sign located at site that exceeds the current standard.
There is currently a temporary permit for the compressor that has been installed at the proposed permanent location.
I (We) hereby depose and state under penalties of perjury that all statements, proposals, and/or plans submitted
with or contained within the application are true and correct to the best of my (our)knowledge. Signatures of all fee
owners of property must sign this application. If an Authorized Agent signs, a letter of authorization from all fee
owners must be included with the application. If a corporation is the fee owner, notarized evidence must be
• included indicating that the signatory has to legal authority to sign for the corporation.
149
Signature: Owner or sized Agent ate Signatu EXHIBIT nt Date
a2010-0142
• AFFIDAVIT AND CERTIFICATION OF AUTHORITY
STATE OF COLORADO )
ss.
COUNTY OF LA PLATA )
Dennis L. Casto, being first duly sworn deposes and states the he is Vice
President Engineering & Operations of Aka Energy Group, LLC, and does hereby certify
that Wade R. Hill is authorized to sign and submit as authorized agent for Aka Energy
Group, LLC an Application for Use by Special Review and other associated documents
to Weld County, Colorado.
Dennis-L. Casto
Aka Energy Group, LLC
•
Subscribed and sworn to before me, a notary public, in and for the State and
County aforesaid.
My Commission Expires: // /- (� /' . ' (f, « « .
Notary F blic
-pASE:4f v, y' .
• x
i /
•
/I •
pF CO
`\ LD_ �� OF CO‘-'
�`".... ��
MyConuuesion Expires 11/01/2009 *commission Expires 11/0112009
•
SITE SPECIFIC DEVELOPMENT PLAN
• AND USE BY SPECIAL REVIEW (USR) QUESTIONNAIRE
1. Explain in detail, the proposed use of the property.
Aka Energy Group, LLC (Aka) has obtained approval of a temporary permit and has
installed a second compressor at the Kersey Compressor Station granted in USR 625
and located in a part of the SWNE of Section 27, Township 5 North, Range 64 West, 6`h
P.M. Aka now wishes to obtain an amendment to USR 625 for the permanent
installation of the compressor and proposes to modify the site as follows:
• Maintain the existing metal framed building that has been constructed over the
compressor.
• Add laydown/storage areas on the northeast and southeast sides of the site.
• Modify the access and gate location to accommodate truck and trailer traffic.
• Relocate the sign near the entrance to the property.
• Add a panic gate at the southwest corner of the property.
• Screen the fence along the outside perimeter of the storage areas.
• Add parking stops on the west side of the office/shop.
Explain how this proposal is consistent with the intent of Weld County Code, Chapter 22.
The proposed use is consistent with the Comprehensive plan because it seeks to use the
land to foster the development of the vast natural resources in Colorado.
3. Explain how this proposal is consistent with the intent of the Weld County, Chapter 23
(Zoning) and the zone district in which it is located.
The Aka Energy Group, LLC site is currently located, operated and maintained in an
Agricultural Zone District in accordance with and as set forth in Article II, Division 4
under Part A, Mineral resource development facilities included under Oil and Gas
Support and Service.
4. A description of the preferred alternative route or site and reasons for its selection.
Aka has chosen to increase compression at this site to meet the demand of gas
producers in the Kersey area.
5. What type of uses surround the site? Explain how the proposed use is consistent and
compatible with surrounding land uses.
There is currently an electrical substation located 1,370 feet north of the site. The
• balance of the surrounding lands located in the NW% of Section 27, T5N, R64W are
used for agricultural production.
• 6. Describe, in detail, the following:
a. How many people will use this site?
The site will be accessed by 2 to 3 employees/contractors on a daily basis, generally
two times per day. Maintenance access by 2 to 3 additional employees/contractors
will be two times per month.
b. How many employees are proposed to be employed at this site?
There will be no full-time employees at this site.
c. What are the hours of operation?
Operations will be continual, 24 hours a day, 7 days a week; however access by
employees will be as noted above.
d. What type and how many structures will be erected (built) on this site?
A metal framed building has been constructed over the compressor by approval of
Weld County.
e. What type and how many animals, if any, will be on this site?
Not Applicable. This site is not for agricultural purposes
f. What kind (type, size, weight)of vehicles will access this site and how often?
One-half ton to 1-ton trucks will access the site on a daily basis. Large trucks will
access the site once per month in the winter and three times per month in the
summer. A water truck will enter the site two times per month in the winter months.
g. Who will provide fire protection to the site?
Platte Valley Fire Protection District
• h. What is the water source on the property? (Both domestic and irrigation).
Water well (Well Permit No. 161427)
i. What is the sewage disposal system on the property? (Existing and proposed).
Septic system (Permit No. G1991-0137)
j. If storage or warehousing is proposed, what type of items will be stored?
Salvage equipment, supplies and machinery.
7. Explain the proposed landscaping for the site. The landscaping shall be separately submitted
as a landscape plan map as part of the application submittal.
Screening will be added to the existing chain link fence along one side of the storage
sites.
8. Information of any public meeting conducted, to include the location, date, time, attendance
and method of advertising.
No public meetings will be conducted for this project.
9. Explain any proposed reclamation procedures when termination of the Use by Special Review
activity occurs.
Upon termination of USR 625, and any amendments, the site will be reclaimed and
restored to the original condition.
• 10. Explain how storm water drainage will be handled on this site.
The site has a run-off collection pond located in the southeast corner of the site.
• •
• 11. Explain how long it will take to construct this site and when construction and landscaping is
scheduled to begin.
Installation of the compressor and metal framed building has been completed under the
terms of the temporary permit. Modification to the site will be completed by December
31, 2009.
12. Explain where storage and/or stockpile of wastes will occur on this site.
No waste materials will be stored at this site.
13. A discussion of the feasibility of utilizing any existing utility line corridors.
N/A
14. A discussion of the potential air and water pollution impacts which may be created by the
facility, along with proposed pollution control measures.
There is no water pollution anticipated at this site. Potential air pollution will result
from construction equipment engine exhaust. Engine exhaust will be minimal and for a
short period of time. There may be the release of natural gas in small quantities,
• however any emissions will be within the guidelines set for by the State of Colorado and
Federal government.
15. A description of any routine haul routes, identifying the roads and bridges involved and the
weight of the loads.
The routine haul route for equipment will be as follows from west to east:
Follow Colorado Highway 34 east to Weld County Road 55. Continue south to the
compressor site. The weight of the equipment is not to exceed permissible normal
highway loads. The anticipated maximum load is 80,000 lbs.
16. A description of emergency procedures to be followed in case of a reported failure or
accident involving the proposed facility. Such outline shall include actions, if any, required
of PUBLIC officials, including fire and police officials, and the names and telephone
numbers of appropriate company officials to notify if an accident or failure should occur.
Aka has an Emergency Response Plan in place and Aka representatives have had on-
site emergency training with the Kersey Fire Department. The following is a listing of
emergency phone numbers that will be contacted in case of an emergency:
•
DUST ABATEMENT AND WASTE HANDLING/STORAGE PLAN
• AMENDMENT TO USR-625
1. Dust abatement plan:
Aka Energy Group has graveled the Kersey compressor site to control fugitive dust due to the
sandy soil conditions and any dust generated by vehicles accessing the site.
2. Waste handling plan:
There are no waste materials stored at the Kersey Compressor Site. The waste materials
generated at the site are paper products and garbage that would normally be produced in a
residential setting. Filters used for engine oil are dried and placed in the dumpster for removal.
All waste materials are removed on a monthly basis by Waste Management. The waste is taken
to the land fill located at Ault, Colorado.
3. Chemical storage at the site:
Please see the attached list for chemicals and volumes stored at the compressor site. This is a
list that is provided to State of Colorado, Two Tier Report, which is also provided to emergency
responders.
•
•
Boulder Office: Longmont Office:
3825 Iris Avenue, Suite 100 ek; FLATIRONS, INC. 655 4th Avenue
Boulder, Colorado 80301 Surveying,Engineering&Geomatics Longmont, Colorado 80501
(303) 443-7001 (303) 776-1733
STORM WATER
QUALITY CALCULATIONS
FOR
AKA ENERGY
KERSEY COMPRESSOR STATION
25630 Weld County Road 55,
Kersey, Colorado
Prepared for:
Aka Energy Group, LLC.
Steve Szabo
13472 Weld CR 40
Platteville, CO 80651
970-737-2601 •
Jet 7
August 14, 2009
Revised-December 9, 2009.
12 , I0,trl >i
FSI# 09-100,373
• Jeff Nielsen, PE
www.flatironsinc.com
CD
is 7 n Cr" a00 0 CO
10 + O o o m m )O
o rn re 0 0 0 0 0
` r M +
re
• O N 06
O C r
0 0 0 (Q N
o O O t� O LL O t O o 7 V a'
E in 7 V C a) Co .,-
0 o 0 0
O w co
O o
0
-a N U CO O) CO L CO T r C Co T O W LO
} d M M
F < a r r 0 O D 'O ce W LO O O O
U o6 m o
V a N o
a O U
I- O a a Y 7 N W
(/) y J 2 0 N O T O E 0 T CO M N
')"• Q o 0 0 N O 0 N o 0 0
o C Q U 0
•V a)
4r. 0 > CO CO O) M T
F .-- a) Q) r.,
a7 O) V Pr o N LO LOO
O („) U •
Q 0 0 O 0 O O O O
V a)
t C m
0 7 O a) OD N 0 w N T O) (O
O CD U O O o -• v CO CO
C Z Q ¢ o 0 o o
o 0 0 0
3 • U
W a w a
05 E ° U
(n a) > d U o o O W im t•• rmi m
d •o aQ a o0o a) U v) o 0 0
a N
Ch U a
• O < 0 0 0 o E �+ c9) N N
•� O O O 0 N 0 0 0
J
d
O. C _ N
EO)C of J.M d''ai '0_ ? r N CO O N Et o V'
D a O 1...
i} r N 6
i+ a o O O o
0
N r Q co
O m e O r
0. Q m Q (0 U I.I. O C M M M
E 0 0 O
O 0 fv 1 O "
V +' N
• V
CD
6) 0 C
Q` O a `O O N M ") O O a
O U w
CD ¢ a o a
> 3 > E
G O N 0 OO I< T N2 r
U N o 0 0
o O= o 0
d O O O
OCa N O m V co •
.. C o L a 0 0 0
C 0N.
( V 'Cr
/) O) o E
L
0
N N
d O) co O) Of C To
a a) d " N 'p j N CO
E ° L Q p a 0
Uv Co as d m a) Q
2 00 Q 2 Q 2 m e
y > Q > y .(7) @ Q (1 U
y C > O co O m
Y o _I a C° ..- S
Date: December 9, 2009
• Kersey Compressor Station
Water Quality Capture Volume Calculations
WQCV
Basin Total Imp
Area % WQCV Storage* Storage*
[ac] [in] [ac-ft] [ft3]
A 1.18 50 0.21 0.025 1,068
B 1.19 47 0.24 0.024 1,035
C 0.43 40 0.22 0.008 339
Total Volume
Required* 0.06 2,442
• *Total Volume Required for WQCV includes an extra 20%for sedimentation storage.
Imp = imperviousness (%)TABLE RO-3 USDCM Volume 1
WQCV using Figure SQ-2 USDCM for
40-hour drain time a= 1.0
Storage Volume
WQCV=a*(0.91 i3-1.19i2+0.78i)
•
Kersey Compressor Station
• Date: December 9, 2009
POND VOLUME CALCULATIONS
Water Quality Feature A
Required Volume = 1068 cu. ft.
Elevation Area Volume Volume Description
[ft] [ft2] [ft3] [ac-ft]
98.0 1,400 1,199.0 0.03
97.9 1,221 1,068.0 0.02 Top of Feature
97.0 580 257.5 0.01
96.5 450 0.0 0.00 Bottom of WQCV
Water Quality Feature B
Required Volume = 1035 cu. ft.
Elevation Area Volume Volume Description
[ft] [ft2] [ft3] [ac-ft]
99.0 2,145 1,168.3 0.03 Top of Feature
•
98.8 1,800 773.8 0.02
98.0 95 15.8 0.00
97.5 0 0.0 0.00 Bottom of WQCV
Water Quality Feature C
Required Volume = 339 cu. ft.
Elevation Area Volume Volume Description
[ft] [ft2] [ft3] [ac-ft]
101.0 502 354.9 0.01
100.97 476 340.3 0.01 Top of Feature
100.5 356 144.8 0.00
100.0 223 0.0 0.00 Bottom of WQCV
•
DRAINAGE CRITERIA MANUAL(V. 1) RUNOFF
• Table RO-3—Recommended Percentage Imperviousness Values
Land Use or Percentage
Surface Characteristics Imperviousness
Business:
Commercial areas 95
Neighborhood areas 85
Residential:
Single-family *
Multi-unit(detached) 60
Multi-unit(attached) 75
Half-acre lot or larger
Apartments 80
Industrial:
Light areas 80
Heavy areas 90
Parks, cemeteries 5
Playgrounds 10
Schools 50
Railroad yard areas 15
• Undeveloped Areas:
Historic flow analysis 2
Greenbelts, agricultural 2
Off-site flow analysis 45
(when land use not defined)
Streets:
Paved 100
Gravel (packed) 40
Drive and walks 90
Roofs 90
Lawns,sandy soil 0
Lawns, clayey soil 0
*See Figures RO-3 through RO-5 for percentage imperviousness.
CA =KA + (1.31i3 —1.44i2 + 1.135i—0.12)for CA ≥0, otherwise CA =0 (RO-6)
CCD =KcD + (0.858i3 -0.786i2 + 0.774i+ 0.04) (RO-7)
Ca =(CA + CcD)/2
•
2007-01 RO-9
Urban Drainage and Flood Control District
DRAINAGE CRITERIA MANUAL(V. 3) STORMWATER QUALITY MANAGEMENT
•
0.50
0.45 - 40-hour Drain Tim-
0.40
24-hour Drain Tim-
0.35 -
t
0.30 WQcv=a*(0.91i3-1.19i2+0.781)
• --
6-hr drain time a=0.7
12-hr drain time a =0.8
m U. 24-hr drain time a =0.9
40-hr drain time a =1.0
0.20 -
a I
3 0.15 I 12-hour Drain Time
0.10
6-hour Drain Time
0.05 - -
• 0.00 1 I I I 1 I
0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1
Total Imperviousness Ratio(i=1,000)
Figure SQ-2—Water Quality Capture Volume (WQCV), 80th Percentile Runoff Event
•
10-2005 SQ-25
Urban Drainage and Flood Control District
in F_
N N
C.
• 06£'• OIE:906 092,!', 0928966 OZZ'966 0616966 091896 OEL8966 CD c0
O`O
.LE.ZE.60L 8 . , .� . _ .. ^^ 8 .1EZE.00. N
F rµ a;
m a
x1` 1. $
.§ -. 8
d
o :: w '>-dim >F o
n 40" LD
. ,10040i Fr
a pt4, 4k11
,E '
0 O 0 I'- li. 0
Ch.4T n
.OO . g,:`.. * CO
o x 4!4,:' _ ..,�. el)
d
w '. iiir
„ ry n" to o.
o O h U
c m
N M' 0
O
To
C) Z
o
t
t/) u
1
L. d
0iii N
u&
q to
1.4774,:Mr'
#- tn
w ry
-
y
Lei 0 m o
[ - O
,. R
n
$ t• U
1 o o co,0
ix
ON
N
z c
2Q Z8
. Lt C .LP,E.60i SI
OK•966 OL£89, 0926960 09Z691* OZZ89b 0818966 091,966 0£16960 n1'
in f--
oN
C.
C
•
• 0 0
o c J a Q N
0 E 0 E cv Ol
E m c
S�`t. m m 3jm ma
a o
dm V 'Z lU a a 0 adi o a
a 8 d� W E O c otE
H 00 C Cy 00
'o ,-5;
E
CO C
O % m t d dm a 00 L r J
Q v 0 a
Uto O o- c 3$ m «
Z O. e d c
0 < ° d = dd d U 0 a13N
O O d J 2 c �'a .d. d T a d
LL o 0 `o y<''N E o ,o c n E� E n
Z y 'a •m tr to!) (.3.2 2 N2wA
E '� m ma and d nJJE
C. a O 0 =J d > >i N a « N
CQ :0 tits To'O N. .1166 .o Z7E c-� 3 0 oHOA
C N d d d.d.. a d 8.6:212
c o.Z r caw
m 20 E 0€, >,0
0 J o c d p y a Q d -. = 2-fl
_J•E 2N.d = c Td N 0.to
y CO `t o yO O co_ o 2 J T d C a> r,
co y Sy, `N E a d o d .d.. 0 6 0 d
a d cum 'ao co > ._ °2 wE8E
a co r aE $3o FE 00 0 i- 3F`o
d
E Z
d.-. m
L c N
O d d u)
CO e 2 d
a o
y.Z
1616
• oy 41 a
U a 0 o
o U
CoN c
T m
UP d '° >.
y n m d CO
a o p U C Z
OW a pd N a 0 0 m
I .0 ,` L a N y V N
6 16 O O .e. a d p
d" rn a . to 2 E 9 0 i (q]
_use N L 4' T O L 2 J dN d N e a' `0 O
N N U c N rd 0 N
N > 50 c O N O U to i 2 K — D f
D LL q L c
Z V q u.d 12 O
W , co `` t Q O A A T
(7 a 3 -
W
J
U. — da
Q a `e d o
n 3 d -8
u d m m E 6 n
c a n 2 jd d p 5 Et t
O` 0. fd
i0 W 3 N O 6 >. = 6 0 O _c E 0 a a T O O N Q w d L
a ;,6,
'L LL ; O T d>> > a d A 0 N L U = C > '9 pp ti V L M
N E flea b t0 d O q d 0 N N d o n
2 Q N p m m U U U• ('l 3 '' n K co N co to !A to to to 0 c
d a d o
d «
`Od - _,. c ® X ♦ X ® G @c O O > t : : ICI O F 9 I{{ O m
o
o y c
i <0 z a
IN
0
Soil Map—Weld County,Colorado,Southern Part aka energy group,kersey station
•
Map Unit Legend
Weld County,Colorado,Southern Part(CO618)
Map Unit Symbol Map Unit Name Acres In AOI Percent of AOI
4 Aquolls and Aquepts,flooded 1.7 16.2%
69 Valent sand,0 to 3 percent slopes 9.0 83.8%
Totals for Area of Interest 10.8 100.0%
•
•
�' Nal ec Web Soil Survey 8/12/2009
rt' Conservationtura Rsour Servesice National Cooperative Soil Survey Page 3 of 3
Water Features—Weld County,Colorado,Southern Part aka energy group,kersey station
• Water Features
This table gives estimates of various soil water features. The estimates are used
in land use planning that involves engineering considerations.
Hydrologic soil groups are based on estimates of runoff potential. Soils are
assigned to one of four groups according to the rate of water infiltration when the
soils are not protected by vegetation, are thoroughly wet, and receive precipitation
from long-duration storms.
The four hydrologic soil groups are:
Group A. Soils having a high infiltration rate(low runoff potential)when thoroughly
wet. These consist mainly of deep, well drained to excessively drained sands or
gravelly sands. These soils have a high rate of water transmission.
Group B. Soils having a moderate infiltration rate when thoroughly wet. These
consist chiefly of moderately deep or deep, moderately well drained or well drained
soils that have moderately fine texture to moderately coarse texture. These soils
have a moderate rate of water transmission.
Group C. Soils having a slow infiltration rate when thoroughly wet. These consist
chiefly of soils having a layer that impedes the downward movement of water or
soils of moderately fine texture or fine texture.These soils have a slow rate of water
transmission.
Group D. Soils having a very slow infiltration rate (high runoff potential)when
• thoroughly wet. These consist chiefly of clays that have a high shrink-swell
potential, soils that have a high water table, soils that have a claypan or clay layer
at or near the surface, and soils that are shallow over nearly impervious material.
These soils have a very slow rate of water transmission.
If a soil is assigned to a dual hydrologic group (ND, B/D, or C/D),the first letter is
for drained areas and the second is for undrained areas.
Surface runoff refers to the loss of water from an area by flow over the land surface.
Surface runoff classes are based on slope, climate, and vegetative cover. The
concept indicates relative runoff for very specific conditions. It is assumed that the
surface of the soil is bare and that the retention of surface water resulting from
irregularities in the ground surface is minimal.The classes are negligible,very low,
low, medium, high, and very high.
The months in the table indicate the portion of the year in which a water table,
ponding, and/or flooding is most likely to be a concern.
Water table refers to a saturated zone in the soil.The water features table indicates,
by month,depth to the top(upper limit)and base(lower limit)of the saturated zone
in most years. Estimates of the upper and lower limits are based mainly on
observations of the water table at selected sites and on evidence of a saturated
zone, namely grayish colors or mottles(redoximorphic features) in the soil.A
saturated zone that lasts for less than a month is not considered a water table.
•
S Natural Resources Web Soil Survey 8/12/2009
,7 Conservation Service National Cooperative Soil Survey Page 1 of 5
Water Features—Weld County,Colorado,Southern Part aka energy group,kersey station
• Ponding is standing water in a closed depression. Unless a drainage system is
installed,the water is removed only by percolation, transpiration, or evaporation.
The table indicates surface water depth and the duration and frequency of ponding.
Duration is expressed as very brief if less than 2 days, brief if 2 to 7 days, long if 7
to 30 days, and very long if more than 30 days. Frequency is expressed as none,
rare, occasional, and frequent. None means that ponding is not probable;rare that
it is unlikely but possible under unusual weather conditions(the chance of ponding
is nearly 0 percent to 5 percent in any year); occasional that it occurs, on the
average, once or less in 2 years(the chance of ponding is 5 to 50 percent in any
year); and frequent that it occurs, on the average, more than once in 2 years (the
chance of ponding is more than 50 percent in any year).
Flooding is the temporary inundation of an area caused by overflowing streams, by
runoff from adjacent slopes, or by tides. Water standing for short periods after
rainfall or snowmelt is not considered flooding, and water standing in swamps and
marshes is considered ponding rather than flooding.
Duration and frequency are estimated. Duration is expressed as extremely brief if
0.1 hour to 4 hours, very brief if 4 hours to 2 days, brief if 2 to 7 days, long if 7 to
30 days,and very long if more than 30 days. Frequency is expressed as none,very
rare, rare,occasional,frequent,and very frequent. None means that flooding is not
probable; very rare that it is very unlikely but possible under extremely unusual
weather conditions (the chance of flooding is less than 1 percent in any year);
rare that it is unlikely but possible under unusual weather conditions(the chance
of flooding is 1 to 5 percent in any year);occasional that it occurs infrequently under
normal weather conditions(the chance of flooding is 5 to 50 percent in any year);
• frequent that it is likely to occur often under normal weather conditions(the chance
of flooding is more than 50 percent in any year but is less than 50 percent in all
months in any year); and very frequent that it is likely to occur very often under
normal weather conditions (the chance of flooding is more than 50 percent in all
months of any year).
The information is based on evidence in the soil profile,namely thin strata of gravel,
sand, silt, or clay deposited by floodwater; irregular decrease in organic matter
content with increasing depth; and little or no horizon development.
Also considered are local information about the extent and levels of flooding and
the relation of each soil on the landscape to historic floods.Information on the extent
of flooding based on soil data is less specific than that provided by detailed
engineering surveys that delineate flood-prone areas at specific flood frequency
levels.
•
Natural Resources Web Soil Survey 8/12/2009
Conservation Service National Cooperative Soil Survey Page 2 of 5
•
O
en
N
• N
O
Y O O
0. M
rn •°a
0
N
C
d
to
N
N
ur
o
N
N
N
• fn a
o
3o
ii
C
0
W
z
(0
G1
L
-
CD
CD
LL
d L
•*. u
co
10 $ m
N
A I p g
a a
U Q. ° 0
m o
d z
Ce
O
U
a
• m
N
LL
A
3
•
O
N
• 0
O O
y Y O O
a C N V
2 O 0 O 0 07. CD
CO CU
Cr c C C O Q o- O Q c c c a
T c u. O o o O 0 0 0 0 O O O
23 'y z z z LL. a LL LL a Z Z Z
0 o O
O
N a
Y O
co
O 0 0 0 0 0
❑ I I I m m m m m I I I
T
u
c
u
c
a 0 0 0 0 0 0 0 0 0 0 0
c c c c c c c c c c c
a Z Z Z Z Z Z 2 2 2 Z 2
C O I
C E
o
a 0
I I I I I I I I I I I_
Y
co
0 m
t a
CO 0
N 11111111111 N
6 i a'o
m E 2N
O d
O N y
• (j • O
o O O O O O O O O o O 'O N
J l0 to to t0 t0 6 6 6N 6 6N a
;r 9 A A A A A A A A A A A
a o
`m 3v
U ° E TO
E
v_ 3 LL 0 0 0 0 0 0 0 0 0 0 0 m
3 o ca. of M M m M c6 m ri ri of 2
N N N N N th d) YS a)
6 6 0 6 0 6 6 6 6 6 6 ,
2
N .C 0 0
a C Z .O
O m = .C m y D E
a c T T n O 0
-1°i li 2 O. 2 < o O Z
•
'g u o 3 3 3 3 3 3 3 3 3 3 3
o O O O O O O O O O O
h " a r z r r r r r r a r
> > > >" > > > >" > >" >
ry u
a m
E O m u
'
0 O o N t
T h-0 y
O CO = 00000 000000 0 C
6 o:%
o oCU
K a
CO
c v O. o c
U n = iU
O
c a m <
O E C c
U H c C
0 _N
0 C O 0 0
N
ca
U-
:11
3
C
d
CO
• d
Y O I 03 LO
N o
I
5. C
a) acorn " d
o c d d d d d 0.7 m
co LL c a) c c V¢ V V R 0 a d a d Rt a
T c c c c 2 2 2 2 2 0 0 0 0
w 2 Z Z Z LL LL LL LL LL 2 2 Z Z
a) a
a 0
a) c
a it O
a E
DII 0 01 ID 01
I I I I m` me m` m` m I III I
C
c
a)
cr 0 d d 0 d d d d d d d 0 d a)
cc C a a CCCCCCCC C
LL 0 0 0 0 0 0 0 0 0 0 0 0 0 0
Z Z Z Z Z Z 2 2 2 Z 2 Z Z Z
C O
C
O J
a o 1111111111111 __ I
t
a
d
E
'
d N a v
oLI-
I I I I I I I I I I I I I I 0
ra
-a Tfn
d
o E , d
O g@ LL —a
• U y p$ 000000000000C3
0 0 0 0 0 0 0 0 0 0 0 o y
6 6 0 6 m 6 m (0 m m O O 0 O n
2 A A A A A A A A A A A A A D o
C I-
d U
0 a
3 g a "_
'0 = 0
d y Z. 0 0 0 0 0 0 0 0 0 0 0 0 0 'W
3 n M N! M of of of m M 6 N of of M I= z
th 4.6 uS 0 uS inin in to on th uS uS w
S D 0 0 0 0 0 0 0 0 0 0 0 0 0 I r
e 0
0
LL▪ c n z., m n
v a a m O 0
o E a r m 0 a E E ❑ O N
m y `mo. m > > v Toi o 038
m O R
O
U 0-
co• 0 3 3 3 3 3 3 3 3 3 3 3 3 3 3 C o
tc 0 0 0 0 0 0 0 0 0 0 0 0 0 o E
N• ` Z' T T Z` Z Z` r r r z r r r r L O C
>d >d > > >d > >d > > >d > > >d >d O 0 °
I•1 ID0
N u — -a3 �
O. m
E o d u
o o tl o 0 t
05 o,a V N m a;1)ca 0 0 CI0 00 00 00 0 Co
-ci o - COT CO aai:+
C 0 N Z Q . 0)
d
U v co C .N � 0 0 c
d 0 (0 — a
Z U
O T C 63E o ca a
0 a 0
0 C a III.���
d C gea o. d C
3 ' . c
• oC a > !,
co
a)
LL
N
N
3
Identify Results Page 1 of 1
WELD COUNTY ASSESSOR
PROPERTY PROFILE
• Account#: R4164586 Parcel#: 096327000034
Tax Area: 0735 Bordering County:
Acres: 2.79
Township Range Section Quart.Sec. Subdivison Name Block# Lot#
05 -64 -27 -0 - -
Owners Name&Address: Property Address:
MIZEL GAS PROCESING INC Street:
C/O K E ANDREWS&COMPANY City:
1900 DALROCK RD
ROWLETT,TX 75088
Business/Complex:
Sales Summary
Sale Date Sale Price Deed Type Reception#
11/15/2002 $3,000 SWD 3009363
Legal Description
9514-B PT SW4NW4 27-5-64 BEG NW COR SEC S1552.17'TO TRUE POB E435.6' S300'W435.6' N300'TO POB (.21R)
Land Valuation Summary
• Land T Unit of Number of Assessed
ype Abst Code Actual Value
Measure Units Value
Unplatted 0520 Acres 2.79
Land Subtotal: 2.79 $41,850 $12,140
No Buildings on Parcel
•
http://maps2.merrick.com/Website/Weld/setSgl.asp?cmd=QUERY&DET=PP&pin=0963... 11/10/2009
WELD COUNTY ROAD ACCESS INFORMATION SHEET
• Weld County Department of Public Works
111 H St PO Box 758 Greeley CO 80632
Phone: (970 )356-4000 x3750 Fax: (970) 304-6497
Road File#: Date: 6/73/09
RE# : Other Case#:
1. Applicant Name Aka aergy anp, IIc Phone 970-737-2601
Address 65 wink stint, quite 250 City t-rp State co Zip 81301
2. Address or Location of Access 2c,6-y) w r.R 55, fein7, CD 80644
Section 2-/ Township gV Range 64q Subdivision Block Lot
Weld County Road it: Side of Road Distance from nearest intersection
3. Is there an existing access(es)to the property? Yes x No #of Accesses 1
4. Proposed Use:
5 Permanent 0 Residential/Agricultural 0 Industrial
0 Temporary 0 Subdivision Commercial 0 Other
5. Site Sketch
Legend for Access Description:
AG = Agricultural
RES = Residential WCR 54
O&G = Oil&Gas
D.R. = Ditch Road
= House
= Shed• A = Proposed Access
A
= Existing Access
WCR 55 —
OFFICE USE ONLY:
Road ADT
Date Accidents Date
Road ADT Date Accidents Date
Drainage Requirement Culvert Size Length
Special Conditions
Installation Authorized Information Insufficient
Reviewed By: Title:
• g_
• •
.
EMERGENCY RESPONDERS -
ANNUALLY
>r.. �' c-o ' g'j[kLh £m-Cats. rx i . a i i ¢ 4 i $- x 1t 6,40 k n"
jai"
n {or ',1�4'.(F9 �. n viLxi .�-Per;g�� rte'' t: 2 $ F3E O� ; e
n., . . a,"_'e.£-:�-.`�x `t:m r. ° .a.t�x�c t�' t� �73 ',�gw xi f ....: ^� . ... :.9+ ._�°,;„�. sa.1.. :
3939 Riverside
Colorado State Paul E. Parkway# B 970-506-4982
Weld Greeley CO Patrol Captain Matzke Evans, CO 970-506-4999
80620
Platte Valley 970-353-
Barry A. 207 First Street, 970-353-
Weld Kersey CO Fire Protection Fire Chief Schaefer Kersey, CO 3890 4890
District 80644 Fax
Weld County Medical 1121 M Street 970-353-5700
Weld Greeley CO Paramedic Operations Rod Deroo Greeley CO ext. 3204
Service Manager 80631
Weld County
Sheriff Weld Sheriff/ 1950 O St. 970-356-4015
Weld Greeley CO Co. Office of Deputy Roy Rudisill Greeley CO, X2700
Emergency Director 80631
Management
Kersey Police Police 332 Third Street
Weld Kersey CO Department Chief Pat Carey Kersey, CO (970) 353-1681
80644
Total
isContacts
FOR COMMERCIAL SITES, PLEASE COMPLETE THE FOLLOWING INFORMATION
• BUSINESS EMERGENCY INFORMATION:
Business Name: Kersey Compressor Site Phone: (970)737-2601
Address: 25630 W.C.R.55 City, ST, Zip: Kersey,CO 80644
Business Owner Aka Energy Group,LLC Phone: (970)737-2601
Home Address: 65 Mercado Street,Suite 250 City, ST, Zip: Durango,CO 81301
List three persons in the order to be called in the event of an emergency:
NAME TITLE ADDRESS PHONE
Steve Szabo System Manager 13472 W.C.R.40,Platteville,CO 80651 (970)539-0690
Dennis Casto Vice President 65 Mercado St.,#250,Durango,CO 81301 (970)749-0592
Fran King Brown Environmental/Safety 65 Mercado St.,#250,Durango,CO 81301 (970)759-8870
Business Hours: 7:00 A.M.to 4:00 P.M. Days: Monday thru Sunday
Type of Alarm: F Noner Burglar-Holdup-Firer Silents Audible
Name and address of Alarm Company:
Location of Safe:
MISCELLANEOUS INFORMATION:
Number of entry/exit doors in this building: 1 roll 1 walk Location(s): Walk on South,roll up on West
Is alcohol stored in building?No Location(s):
Are drugs stored in building? No Location(s):
Are weapons stored in building?No Location(s):
The following programs are offered as a public service of the Weld County Sheriffs Office. Please indicate the
programs of interest. Physical Security Check Crime Prevention Presentation
UTILITY SHUT OFF LOCATIONS:
Main Electrical:North side of driveway @ the intersection of W.C.R.55 and the East entrance.
Gas Shut Off: West side of shop
Exterior Water Shutoff: Well power shut off water is shut off.
Interior Water Shutoff: Well power shut off water is shut off.
•
-12-
Hello