HomeMy WebLinkAbout20042967.tiff June 1, 2004
Attention: Weld County Planning Commission
Michelle ICatyryniuk
We will not be putting up a sign any bigger than 16 square feet.
Gary and Carol VanderWal
•
EXHIBIT
2004-2967 lia_zrv_v
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N\\ 17 Weld Cum,:iger
.� ..._ June 7, 2004 I,it'd 0 ^
Prima Oil & Gas Company
Mr. and Mrs. Gary Vander Wal
7825 E. Highway 34
Windsor, CO 80550
RE: USR 1474
Weld County, CO
Dear Mr. and Mrs. Vander Wal:
We are in receipt of your letter dated June, 1, 2004, regarding the above
referenced USR 1474 permit which you have applied for and your request for written
evidence that Prima Oil & Gas Company is satisfied that your proposal will have no
affect on our oil and gas operations.
After review of the information, Prima Oil & Gas Company is satisfied that the
proposed building construction will cause no affects on our oil and gas operations and we
have no objections to the USR Permit application #1474.
If you should have any questions, please feel free to contact the undersigned at
303-297-2300.
Sincerely,
PRIMA OIL & GAS COMPANY
Cindi Danner-Weide, CPL
Senior Landman
cc: Weld County Planning Department
I' 1555 N. 17th Avenue
Greeley, CO 80631
EXHIBIT
or
1099 18'"Street • Suite 400 • Denver, Colorado 80202 US4iv2 s`
Office: 303.2972300 • Fax: 303.2977708 • www.primaenergy.com
Landmark
3521 W. Eisenhower Blvd. LETTER OF TRANSMITTAL
Loveland, CO 80537
(970) 667-6286
Date J_ op No.
4
TO: /.<''',{_Vre-1, 4/'1t/r/ /A..-' Attention
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WE ARE SENDING YOU 0 Prints 0 Preliminary Drawings 0 Final Drawings
THE FOLLOWING: ❑ Originals 0 Contract Plans&Specifications 0 Change Order
0 Separate Cover Via 0
COPIES
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These are transmitted as checked below:
❑ For approval 0 For review and comment 0 Amend and resubmit
❑ For your use 0 No exceptions taken 0 For your signature
❑ As requested 0 Make corrections noted 0 For bids due 20_
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COPY TO EXHIBIT
imriigif 1 ff SIGNED: �/ :;1/', -
Loveland (970) 667-6286 • Denver (303) 629-7124 • Fax (970) 667-6298 6/03
® Landmark ENGINEERING Ltd.
Engineers • Planners • Surveyors • Architects Geotechnical
August 27, 2004
Project No. VANGAR-4C1J-02-321A1
Mr. Donald Carroll
Engineering Administrator
Weld County Public Works Department
1111 H. Street
P.O. Box 758
Greeley Colorado 80632-0758
RE: Drainage Report for Proposed Commercial Pole Shed Metal Building for Gary
VanderWal Site Located North of Kersey Adjacent to Weld County Road 388
Dear Mr. Carroll:
The following information is provided as a drainage report for the above referenced site.
The information is presented in accordance with the Weld County Code Section 24-7-
110.C.
1 . General Legal Description: The site is located within the Southeast quarter of
Section 9, Township 5 North, Range 64 West of the 6' P.M.
2. General Location with Respect to Adjacent Public Roads : The 32.1 acre site is
adjacent to and south of Weld County Road 388. It is located approximately 1 .5
miles north of Kersey Colorado and is also adjacent and north of the South Platte
River. (See attached aerial photo).
3. Developments with 1/2 Mile of the Site : The site is located in a rural area and there
are no subdivision developments within 1/2-mile of the site. Homesites in the area
are located on acreages.
4. General Description of the Use By Special Review Property: The existing site is
located on 32.1 acres and currently contains a home constructed in the late 1990's.
The land is located within the 100-Year flood plain of the South Platte River. The
north 1/3 of the site consists of pasture land with few trees. The South 1/2 of the
site includes the South Platte River and river bottom areas that support large,
mature cottonwood trees.
Land slope is from the northwest to the southeast at a slope of approximately 0.12
per cent. No irrigation ditches or laterals cross the site. Review of USDA Soils
Conservation Service information shows soils to be Bankard sandy loams having
moderate permeability, low water capacity, slow surface runoff, and low erosion
hazard on the north portion of the site. The south portion is river bottom lands
consisting of silty sands and sandy gravel soils (visual observations).
3521 West Eisenhower Boulevard Loveland . Colorado 80537
Loveland (970) 667-6286 Fax (970) 667-6298 Metro (303) 629-7124
Weld County Public Works Department
Project No. VANGAR-4C1J-02-321A1
August 27, 2004
Page 2
5. Drainage Basin and Subbasins : The site is located adjacent to and north of the
South Platte River and therefore is within the South Platte Drainage basin. Visual
observations and topographic information shows area drainage from northwest to
southeast toward the river. Review of Flood Insurance Rate Map information (Panel
080266 0645C) shows that the site is within the South Platte River floodplain. No
base flood elevations have been determined for this portion of the river and the site
is considered to be in Flood Hazard Zone A.
Although irrigated crop land is located to the north of the site, no irrigation ditches
or laterals cross the site.
The site is relatively level, sloping less than 1/2 per cent downward to the
southeast. Onsite drainage for the north 1/3 of the site sheet flows to the south
and southeast. Drainage for the south 2/3 of the site flows through various
shallow drainages that flow to the main South Platte River channel.
Offsite flows from the west flow onto the site. Weld County Road 388 acts as a
barrier to flows coming from the north. Drainage reaching WCR 388 either pond or
flow eastward on the north side of the road.
6. Drainage Design Concept : The owner proposes to construct a 68-foot by 80-foot
metal pole type building approximately 150 feet east of the existing home. The
overall drainage pattern for the site will not be altered from the historic conditions.
Flows will continue toward the southeast and the South Platte River.
Instead of considering the full site for drainage calculations, only the north portion of
the site consisting of approximately 9.22 acres was considered. The north portion
is relatively level and does not have numerous drainages and swales characteristic
of river bottom areas.
Hydrologic criteria used for this site includes design rainfall values taken from the
City of Greeley located approximately 10 miles to the West. A copy of the Rainfall
Intensity Duration Curve is attached to this report.
Runoff calculations were performed using the Rational Method. Calculations for
undeveloped site drainage were performed for a 10-Year storm to comply with the
allowable release rate for the developed site per Weld County Special Review
requirements (Section 23-2-240.5a). The calculated runoff rate for a 10-Year storm
event was determined to be 7.1 cubic feet per second (cfs).
Weld County Public Works Department
Project No. VANGAR-4C1J-O2-321A1
August 27, 2004
Page 3
Runoff calculations for the developed site were performed for the 100-Year and 10-
Year storm events. The developed conditions were based on constructing the
proposed metal building on fill with gravel road approach surfaces. The proposed
layout for the building site with anticipated drainage is included with the plan
drawing enclosed with this letter. Although roof and gravel area surfaces will
increase for the site, the improvements are small compared to the overall site size.
As a result, there is no significant increase to the runoff coefficient. Calculations
show the increase in runoff from the existing to developed conditions in a 100-Year
storm event is 0.1 cubic feet per second.
No detention basin with regulated discharge is proposed for this site. As described
above, the proposed improvements will minimally increase surface water runoff. In
addition, surface drainage travels approximately 600 feet south on this property to
the South Platte River, and there will be no significant impact to adjacent properties.
7. Criteria and Technical Information Used for the Design Concept:
City of Greeley Rainfall Intensity-Duration Curve (attached to this report)
Urban Drainage & Flood Control District Storm Drainage Criteria Manual
published by the Urban Drainage and Flood Control District, Denver Colorado.
Soil Conservation Service information for Weld County, Colorado.
Weld County Code Section 24-7-Subdivision Design Standards
Flood Insurance Rate Map information (Panel 080266 0645C).
8&9. Maps: The following maps are provided and are attached to this report.
Site Location Map - USGS at a scale of 1" = 2,000'
Site Aerial Photo
Site layout drawing showing existing conditions and drainage
Site layout drawing showing proposed improvements, and drainage
If after reviewing the information you have any questions, please call or e-mail me at
bondr@landmarkltd.com.
\p\N111UIIll//O///i
Sincerely, i\,.$# 0 RE61sr/�i,��
Landmark Engineering Ltd. `2� „" po
29647 Y .
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Reid W. Bond, P.E. ��iFp••••"
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3521 West Eisenhower Blvd., Loveland, Colorado 50537
(970) 667-6266 (Mower (303) 529-7124 Foe (970) 667-6295 SCALE:/ :Zreil DATE: I PROJ. V/i.44,4111 qt/.//•.2,
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Date 826/2004 Project VanderWaI
Checked by Design Storm 10
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Checked by Design Storm 100 Year
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Off-Site West-North
1 OFFSN 0.70 0.67 , 0.47 5.0 9.67 4.6 5.0 - 9.67 0.47_ 4.5
Off-Site North-West 950 0.5 ' 31.7 Flows to Storrs Drain
OFFSW 2.66 0.39 1.04 , 14.2 6.52, 8.6 14.2, 6.52 1,04 8.8
Onsite _ 950 0.5 31,7
ONSITE 9.22 0.369 3.40 - 15.3 6.30 21.6 46.9 3.30 4.91 16.2
t
ll
8/26/2004 4:57 PM HIST-ON-SITE.xls
) Vande )I Site
Existing Condition - Standard Form 8
SUB-BASIN INTIAU OVERLAND TRAVEL TIME Tc CHECK FINAL REMARKS
DATA TIME(Ti) (Tt) (URBANIZED BASINS) Tc
DESIG: C5 AREA LENGTH SLOPE Toy LENGTH SLOPE VEL. Tf TOT.LENGTH Tc=(U180)+10 Tc
Ac. Ft. % Min. Ft. % FPS Min. F1. Min. Min.
(1) (2) (3) (4) (5) (6) (7) (5) (9) (10) (11) (12) (13)
OFFSN 0.52 0.70 40 .2.0 5.3 0 0:00 0.0 0 0 40 10.2 5.0 Cv= 7
OFFSW 0.39 2.66 750 001 161A 0 0.00 0.0 0.0 750 14.2 14.2 Cv= 7
ONSITE 0.37 9.22 950 0.0 188.0 0 . 0.0 0.1 0.0 950 15.3 15.3 Cv= 7
Cv=
Cv=
Cv=
Cv=
Cv
Cv=
Cv=
Cv=
Vel(travel time)=Cv*Sw A 0.5 Equation RO-4
Table RO02-Conveyance Coefficient,Cv
Land Surface Conveyance Coefficient,Cv
Heavy Meadow 2.5
Tillage/field 5
Short Pasture/lawns 7
Nearly Bare Ground 10
Grassed waterway 15
Paved areas and shallow paved swales 20
8/26/2004 4:31 PM HIST-ON-SITE.xls
Vandet .)al Site
Existing Condition - 100 Year Event
Imperviousness and Runoff Coefficient
Hydrologic Soil Classification = C/D All areas are in acres.
Drainage Total Residential Paved Roofs/Walks/Drives Gravel Drives Grass/Historic Weighted Runoff
Designation Area Area 1% Area I% Area I% Area I% Area I% I% Coefficient
OFFSN 0.70 0.00 0.46 0.21 100 0.12 90 0.05 40 0.32 44 68 0.67
OFFSW 2.66 0.00 0.46 0.17 100 0.10 90 0.08 40 2.31 44 49 0.39
ONSITE 9.22 0.00 0.46 0.00 100 0.11 90 0.62 40 8.49 44 44 0.369
Total 12.58 0.00 0.38 0.33 0.75 11.12 0.39
Runoff Coefficient=(-0.39 i +0.46)+ (0.8581"3-0.786 i"2 +0.774 i + 0.04) Equation RO-7
8/26/20044:31 PM HIST-ON-SITE.xls
i Vandei Jai Site
Existing Condition - 10 Year Event
Imperviousnes and Runoff Coefficient
Hydrologic Soil Classification = C/D All areas are in acres.
Drainage Total Residential Paved Roofs/Walks/Drives Gravel Drives Grass/Historic Weighted Runoff
Designatior Area Area 1% Area I% Area 1% Area 1% Area I% I% Coefficient
OFFSN 0.70 0.00 0.46 0.21 100 0.12 90 0.05 40 0.32 44 68 0.56
OFFSW 2.66 0.00 0.46 0.17 100 0.10 90 0.08 40 2.31 44 49 0.39
ONSITE 9.22 0.00 0.46 0.00 100 0.11 90 0.62 40 8.49 44 44 0.369
Total 12.58 0.00 0.38 0.33 0.75 11.12 0.38
Runoff Coefficient= (-0.18 i +0.21) + (0.858 i^3 - 0.786 i^2 + 0.774 i +0.04) Equation RO-7
Vander .)al Site
Existing Conditin - 5 Year Event
Imperviousnes and Runoff Coefficient
Hydrologic Soil Classification = C/D All areas are in acres.
Drainage Total Residential Paved Roofs/Walks/Drives Gravel Drives Grass/Historic Weighted Runoff
Designation Area Area I% Area I% Area I% Area 1% Area I% I% Coefficient
OFFSN 0.70 0.00 0.46 0.21 100 0.12 90 0.05 40 0.32 44 68 0.52
OFFSW 2.66 0.00 0.46 0.17 100 0.10 90 0.08 40 2.31 44 49 0.39
ONSITE 9.22 0.00 0.46 0.00 100 0.11 90 0.62 40 8.49 44 44 0.369
Total 12.58 0.00 0.38 0.33 0.75 11.12 0.38
Runoff Coefficient= (-0.10 i +0.11)+ (0.858 i^3 -0.786 i^2 + 0.774 i + 0.04) Equation RO-7
8/26/20044:31 PM HIST-ON-SITE.xls
)
Vandei .)al Site
Existing Condition--2 Year Event
Imperviousness and Runoff Coefficient
Hydrologic Soil Classification = C/D All areas are in acres.
Drainage Total Residential Paved Roofs/Walks/Drives Gravel Areas Grass/Historic Weighted Runoff
Designation Area Area I% Area I% Area I% Area I% Area I% I% Coefficient
OFFSN 0.70 0.00 0.46 0.21 100 0.12 90 0.05'- 40 0.32 44 68 0.48
OFFSW 2:66 0 o0 0.46 0.17 ; 100 0.10 90 0.08 40 2.31 44 49 033
ONSITE 9.22 0.00 0.46 0.00 100 0.11 90 0.62 40 8.49 44 44 0.30
Total 12.58 0.00 0.38 0.33 0.75 11.12 1 0.32
Runoff Coefficient=(0.858 iA3-0.786 iA2 +0.774 i +0.04) Equation RO-7
8/26/20044:31 PM HIST-ON-SITE.xls
) Vand. )I Site
Developed -100 Year Event
Standard Form 9
Calculated by R Bond Job No
Date 8/24/2004 Project VandefWal
Checked by Design Storm 100 Year
DIRECT RUNOFF TOTAL RUNOFF STREET PIPE TRAVEL TIME
ZZ h N
L— O Z u_ U 8 U h
u. ti Q
a o �' 2 a v► 2 a H ? $ $ "e d 2
STREET (9 H u_ kilt)..wV. i a w 9. 9 to 2 REMARKS
w (-
O.
n tv — a — a $ w El - -I 0. W WO F
C CC CO W J
06
(1) (2) r r (3) (4) (5) (6) (7) (8) (9) (10) (11) (12) (13) ' (14) (15) (16) (17L(18) (19) (20) (21) (221
Off-Site West-North
1 OFFSN 0.70 0.67 0.47 5.0 9.67 4.8 5.0 9.67 .0.47. 4.5
Off Site North-West, : : 950.. 0.5.. . 31.7 Flows t0 St nn Grain
'' OFFSW 2.66 0.39 1.04 14.2 6,52 8.a 14,2 6.52 1:04.. 6.a "
..
Onsite • • • 0.5'. ..31,7 .
-ONSrTE 9.22 0.3725 3.43 15.3 6.30 21.6 46.9' 3.30 .4.94' L 16.3 • ,
-I .
•
- -
W2812004 4:58 PM PRO-DRATNAGE82604.xts
) Vand( )iI Site )
Developed--10 Year Event
Standard Form 9
Calculated by R Bond Job No.
Date 8/24/2004 Project Vanda-Wel
Checked lay Design Storm 10-year, developer(
I=12851 Pi)1(10+TO'D.786 Pi1100)= 1.69 •
DIRECT RUNOFF TOTAL RUNOFF STREET PIPE TRAVEL TIME
z rd
z — u.LL U U U (i
oo ¢ a� w g
cam`T 08 w
STREET z ¢ Q -. Z (7.1
Z 2 ¢ U w p p w _ REMARKS
U! w ¢ U_ Q ` U a t1 a a w I-
tt a cc Z U ti - d - 2 a co w a i O ti
a
¢ CC V> CC y - w
L., >
(1) (2) (3) (4) (5) (6) (7) (8) (9) (ID) (1t) (12) (13) (14) (15) (16) (17) (18) (19) (20) (21) (22)
Off-Site Watt-North
1 OFFSN 0 70 0.56 0.39 5.0 , 6.10 2.4 5.0 6.10 0.39 2.4 _ -
Off-SRo North-West 950 0.5 31.7 Flows to Storm Drain
DFFS41 2.66 0.39 1.04 14 2 4.12 4.3 142 4.12_.• 1.04• 4.3
bouts _, 950 0.5 31.7 •
DNSITE 9.22 0.3/25 3.43 15.3 3.35 11.6 48.9 2.09 3.43 7.20
)
Vend, )al Site
Developed -100 Year Event
Standard Form 9
Calculated by R Bond Job No.
Date 8/2412004 Project VanderWel
Checked by Design Storm 100 Year
DIRECT RUNOFF TOTAL RUNOFF STRAY PIPE TRAVEL TIME
. L Z I I 1 1 1 I y l 1
F- O _
? H y U U ti
L4
1_ k
z O Q UO Q 2 tY k 2 a u 3 N "-:-
STREET ` Z
c5 rn LL 2 2 i a u w O O w to
w = REMARKS
w 0 W O U. Q 0 _ d ° _ U O OJ Z JO a hhff
p u, < n U ~ ~ 7 y W to e w W F=
a co W J
< _ v> a
(I) (2) (3) 14,) (5) (6) (7) (8) . (9) (10) (11) (12) ^ (13) (14) (15) (16) (17)_(18) (19) _ (20) (21) (22)
Off-Site West-North
1 OFFSN 0.70 0.67 0.47 5.0 7.80 3.7 5.0 7.80 0.47 3.7
OR-Site North-West 950 0.5 31.7 Flows to Storm Drain
OFFSW 2.66 , 0.39 1.04 14.2 5.04 5.3 14.2_ 5.04 1.04 _ 5.2
Onsite 950 0.5 .31.7
ONSITE 9 22 , 0.37 3.41 , 15.3 4.86 16.7 46.9_ 2.41 4.92 11.9
P
8/26/2004 4:34 PM PRO-DRAINAGE82604.xds
•
} Vand )l Site )
Developed--10 Year Event
Standard Form 9
Calculated by R Bond Job No.
Date 8/24)2004 Project VarderWal
Checked by Design Slam 10-year, developed
(28 'Pi)1(10,•Tc)^0706 Pir100)= 169
DIRECT RUNOFF TOTAL RUNOFF STREET t PIPE 7 TRAVEL TIME r
z rn "1
Z Q0 LL V U U -
a 2 0 Q 2 h 2 ¢ 3 F N f- 7
L,,,_
STREET z C7 ¢ U U 5 ? U w OJ OJ w a = r REMARKS
7) W ¢ V Z ? U CI-O LL LL R w O
w Qo w 0 C - O �- - 2 O w z w z O �-
O W a X U V X ,7)
J W
w W
h 17
(1) (2)_ (3) , (4) (5) (6) (7) (8) (9) (10) (11) _ (12) (13) (14) (15)1(16)1(17) (18)1 (19) (20) 1 (21) 1 122)
Off-Site West-North
_ I OFFSh 0.70 0.56 0.39 5 0 4 31 1.7 5.0 4.31 0.39 1.7 '
Off-Site North-West 95Q1 0.5 31 7 Flows to Stoitti Drain
2FFSN 2.66 0 39 1.04 J 14.2 2.49 2.6 , 14.2 2 49 - 1.04 2.6
Onsite 960 0.5 317
JNSITE 9.22 0.37 3.41 15.3 2 39 8.2 46 9 1.29 3.41 4.40
•
1 .•
i
) Vande. Ll Site
Developed Condition - Standard Form 8
SUB-BASIN INTIAL/OVERLAND TRAVEL TIME Tc CHECK FINAL REMARKS
DATA TIME(Ti) (Tt) (URBANIZED BASINS) Tc
DESIG: C5 AREA LENGTH SLOPE Toy LENGTH SLOPE VEL Tt TOT.LENGTH Tc=(L/180)+10 Tc
Ac. Ft % Min. Ft. % FPS Min Ft Men. Min.
(1) (2) (3) (9) (5) (8) (7) (0) (9) (10) (11) (12) (13)
OFFSN 0.52 0.70 40 2.0 - 5.3 0 0.00 0.0 0.0 40 10.2 5.0 Cv= 7
OFFSW 039 2.66 750 . :0:01 161.4 _0 0.00: 0.0 0.0 750 14.2 14.2 Cv= 7
ONSITE 037 9.22 950 0.010 . 1870 0 . . OD - 0.1 0.0 950 153 153 Cv= 7
Cv
Cv=
Cv=
Cv=
Cv=
Cv-
Cv=
Cv=
Cv
Vel(travel time)=Cv*Sw A 0.5 Equation RO-4
Table RO02-Conveyance Coefficient,Cv
Land Surface Conveyance Coefficient,Cv
Heavy Meadow 2.5
Tillage/field 5
Short Pasture/lawns 7
Nearly Bare Ground 10
Grassed waterway 15
Paved areas and shallow paved swales 20
8/26/2004 4:34 PM PRO-DRAINAGE82604.xls
Vandei _ )al Site )
Developed Condition - 100 Year Event
Imperviousness and Runoff Coefficient
Hydrologic Soil Classification = C/D All areas are in acres.
Drainage Total Residential Paved Roofs/Walks/Drives Gravel Drives Grass/Historic Weighted Runoff
Designation Area Area I% Area I% Area 1% Area 1% Area I% I% Coefficient
OFFSN 0.70 0.00 0.46 0.21 100 0.12 90 0.05 40 0.32 44 68 0.67
OFFSW 2.66 0.00 0.46 0.17 100 0.10 90 0.08 40 2.31 44 49 0.39
ONSITE 9.22 0.00 0.46 0.04 100 0.24 90 0.84 40 8.10 44 45 0.37
Total 12.58 0.00 0.42 0.46 0.97 10.73 0.39
Runoff Coefficient=(-0.39 i +0.46) + (0.858 i^3 -0.786 i^2 + 0.774 i + 0.04) Equation RO-7
8/26/20044:34 PM PRO-DRAINAGE82604.xls
Vander .)al Site
Developed Condition - 10 Year Event
Imperviousnes and Runoff Coefficient
Hydrologic Soil Classification = C/D All areas are in acres.
Drainage Total Residential Paved Roofs/Walks/Drives Gravel Drives Grass/Historic _ Weighted Runoff
Jesignatior Area Area I% Area I% Area 1% Area I% Area 1% I% Coefficient
OFFSN 0.70 0.00 0.46 0.21 100 0.12 90 0.05 40 0.32 44 68 0.56
OFFSW 2.66 0.00 0.46 0.17 100 0.10 90 0.08 40 2.31 44 49 0.39
ONSITE 9.22 0.00 0.46 0.04 100 0.24 90 0.84 40 8.10 44 45 0.37
Total 12.58 0.00 0.42 0.46 0.97 10.73 0.39
Runoff Coefficient= (-0.18 i +0.21) + (0.858 i^3 -0.786 i^2 +0.774 i +0.04) Equation RO-7
Vande1 _}al Site }
Developed Conditin - 5 Year Event
Imperviousnes and Runoff Coefficient
Hydrologic Soil Classification = C/D All areas are in acres.
Drainage Total Residential Paved Roofs/Walks/Drives Gravel Drives Grass/Historic Weighted Runoff
Designation Area Area i I% Area 1% Area I% Area 1% Area I% I% Coefficient
OFFSN 0.70 0.00 0.46 0.21 100 0.12 90 0.05 40 0.32 44 68 0.52
OFFSW 2.66 0.00 0.46 0.17 100 0.10 90 0.08 40 2.31 44 49 0.39
ONSITE 9.22 0.00 0.46 0.04 100 0.24 90 0.84 40 8.10 44 45 0.373
Total 12.58 0.00 0.42 0.46 0.97 10.73 0.39
Runoff Coefficient= (-0.10 i + 0.11) + (0.8581^3 -0.786 i^2 +0.774 i +0.04) Equation RO-7
8/26/20044:34 PM PRO-DRAINAGE82604.xls
Venda. _Val Site
Developed Condition--2 Year Event
Imperviousness and Runoff Coefficient
Hydrologic Soil Classification = C/D All areas are in acres.
Drainage Total Residential Paved Roofs/Walks/Drives Gravel Areas Grass/Historic Weighted Runoff
Designation Area Area I% Area 1% Area I% Area I% Area I% I% Coefficient
0:OFFSN 70 0.00 0.46 0.21 100 0:12 90 0.05 40 ` 0.32 44 68 0.48
OF FSW 2.66 000 0.46 0.17 100 0.10' 90 0.08 40 2.31 44 49 0.33 _
ONSITE 9.22 0.00 0.46 0.04 100 0.24 90 0.84 40 8.10 44 45 0.31
Total 12.58 0.00 0.42 0.46 0.97 10.73 0.32
Runoff Coefficient=(0.858 i^3-0.786 i^2 +0.774 i +0.04) Equation R0-7
8/26/20044:34 PM PRO-DRAINAGE82604.xls
0114
Ieu ! 6 !Jo 00S OSBOid
VOOZ ;sn6ny pa;ep
` ueld aBeuieaa
6u ! ;s ! x3 Jo dew
paz ! SJaAO suiewoo
poda}J aBeuieaa
SEPTIC DESIGN AT
26500 W.C.R. 388
KERSEY, COLORADO
Prepared For:
Mr. Gary VanderWal
7825 E. Highway 34
Windsor, Colorado 80550
Project No. VANGAR-4C1J-02-311A 1
August 27, 2004
Landmark Engineering Ltd.
3521 West Eisenhower Blvd.
Loveland, CO 80537
EXHIBIT
IQ Landmark ENGINEERING Ltd.
Engineers • Planners • Surveyors • Architects Geotechnical
August 27, 2004
Project No. VANGAR-4C1J-02-311A1
Mr. Gary VanderWal
7825 E. Highway 34
Windsor, Colorado 80550
RE: Dairy Industry Parts & Supply Facility
.. 26500 W. C. R. 388, Kersey, Colorado
Dear Mr. VanderWal:
The enclosed septic system design for the referenced site has been prepared at your request. It
is based on percolation testing done by this office on August 17, 2004. Percolation testing was
performed in the upper level, clay soils and had an average percolation rate of 102 m.p.i. Soil
below the clay stratum consists of clean sandy gravels with an assumed percolation rate faster
than 5 m.p.i. Free groundwater was measured at 3 feet below existing grade.
Due to the slow percolation rate of the upper level, sandy clay soils and the high groundwater
situation, a designed septic system is required. We recommend that a sand filter type absorption
field be used. Please submit two (2) copies of the report and design to the Weld County Health
Department for their review and permit issuance.
If you have any questions or if we may be of further assistance, please feel free to contact our
office.
Very truly yours,
Landmark Engineering Ltd. ` ���QPpp'REG/St4
_ w ., 9La72111A
y �e�A0 oti°:moo ;
S
Geolo st 10,149
m/ 7��y
LA j for.1OM,Xt '•tv,`4��
Enclosure 4:51810N A`E 0`\
The above has been reviewed and approved by Reid Bond, Colorado P.E. 29647
3521 West Eisenhower Boulevard Loveland, Colorado 80537
'• Loveland (970) 667-6286 Fax (970) 667-6298 Metro (303) 629-7124
TABLE OF CONTENTS
PAGE NO.
Letter
Table of Contents ii
Individual Sewage Disposal System Design Summary
Design Summary 1 - 3
Site Plan 4
System Plan & Section Views 5
Septic Tank Cross Section 6
Percolation Site Plan 7
Boring Log 8
Table of Minimum Horizontal Distances Table II
Water Saving Devices Fact Sheet
INDIVIDUAL SEWAGE DISPOSAL SYSTEM DESIGN SUMMARY
I. SYSTEM TYPE- Sand filter/percolation
II. DESIGN CRITERIA
1. Number of employees per 8 hour shift(no showers)as stated by Owner -Maximum
of 7
2. Design for 20 gallons/person/day
3. Loading Rate: 1.15 gal/s.f/day(without garbage disposal)
4. Depth to Groundwater 3 feet
5. Water Conservation Package. In new construction, use low flush
toilets, rather than toilet dams.
III. CALCULATIONS(Preliminary)
1. Quantity of Sewage to be Treated:
7x20x1.5 = 210 GaL/Day
2. Sand Filter Loading Rate: I.15/gal/s.f./day
a Bed Size: 210 = 183 s.f.
1.15
Say 1 bed 9'x 25' = 225 s.f.
3 Rows of 4 Standard Infiltrators = 12 Total Infiltrators
4. Tank Size: 1000 GaL Min., 1000 GaL Recommended
IV. CONSTRUCTION NOTES
1. Sand- The filtering material shall be clean, course sand, all passing a No. 4 sieve.
The sand shall have an effective size between 0.25 and 0.6mm. The uniformity
coefficient shall be 4.0 or less. The sand should be a minimum of 2 feet deep below
the distribution lines. The sand must be thoroughly settled by flooding or other
means before distributors are placed at final grade. (We recommend using concrete
sand meeting ASTM C-33).
I
2. Infiltrators - Infiltrator chambers shall be standard size and meet Weld County
specifications.
3. Septic Tank and Distribution Box(es)-Shall be installed on a stable base and shall
be level.
4. Size of Septic Tank - 1000 gallon (minimum), 1000 gallon tank recommended.
Tank must be two (2) compartments.
5. Trees or Shrubs - Shall not be planted within ten (10) feet of the field(s) without
submittal to Engineer for approval of species and location.
6. Component Grades and Elevations- The building sewer to the septic tank shall be
laid with a minimum fall of 1/8 inch per foot(1/4 inch fall per foot is recommended).
The grade of the percolation -sand filter field laterals shall be from zero (0) to four
(4) inches per 100 feet.
7. Drainage - The field(s) shall have a one (1) percent cross slope (maximum) to
promote drainage and air flow.
V. ADDITIONAL SYSTEM REQUIREMENTS
1. Vehicular Traffic or Other Heavy Loadings- Shall be prohibited over the field.
2. Animal Traffic and Point Loads - Hoofed animal traffic over the laterals shall be
prohibited. Other point loads which would indent the surface shall be prohibited.
3. Grass Cover- Native grass cover is not essential to proper function. However, it
could enhance the system's effectiveness.
2
^ REVIEW AND APPROVAL
Acknowledgment of Review and Approval by Client
Client/Client Representative Date
APPROVED:
By:
Weld County Health Department Date
3
1 REFER TO TABLE OF MINIMUM HORIZONTAL DISTANCES (TABLE 1) FOR
PHYSICAL CONSTRAINTS.
2 COMMUNITY WATER SYSTEM EXISTS ON SITE. a
3 DIAGRAM IS SCHEMATIC. MAK & FIELD MAY BE RELOCATED PROVIDING
COMPONENT SIZING DOES NOT CHANGE.
I
4 WASTE SYSTEM MUST BE INSPECTED PRIOR TO BACKFILL. y
I
1.000 GALLON SEPTfC:
TANK. PROVIDE 7
PROPOSED WATERTIGHT SEAL ON BACKFLOW PRE VENTER
LIDS (ROOD PLAIN AREA)
CONTOURS ALL PIPE TO MEET ASTM I °
(TYP) STANDARD D3034 (PVC '_ a
CLEANOUT SDR35)
N
4 58 a
7 DISTRIBUTION BOX i #
4 INSTALL
NFILTRATOR UNITS ` r 5 E
45 ADJACENT TO EACH
OTHER. SEE CROSS r►
SECTION AND PLAN VIEW
DETAILS gal
11
\ Is wrt- sv-w
. S 8S � i
V SIDE SLOPES
�— `k4
4H 1V (TW) 1
:,
Q NORTH e1
EXISTING Et
I CONTOURS
(TIP) It
GRAVEL 4►
PROPOSED METAL • DRIVEWAY (11P)
BUILDING 2 If
FINISHED FLOOR j (y
ELEVATION: 4586.5' } S
AREA = 54405E �- - .. if1I
IN- "l ]i
W
hIi
( I.:.. -I -1 - i -1 -I -1 -I -1 -I -I -I .i . : -1 .. ► ,_ I..
INFILSTALL THREE ROWS OF FOUR
INTRATORS
i- 26'
a
•
.05' (TYP) — r
3
el
10'
PIPING FROM 9
DISTRIBUTION BOX ]
F ai
4111
.05' (TYP) OMWf
ADSORPTION BED PLAN VIEW I E a I3
i
NTS C v
: i!
Bs
3
PROVIDE CONCRETE SAND ® W
(ASTM—C33) COMPACTED TO NEAR INSTALL NATIVE SOILS FROM BASE
95% OF INFILTRATORS TO 4' BELOW NEW
MAXIMUM DENSITY OR WATER GROUND SURFACE PROVIDE TOPSOIL J
SETTLE urn II-27-04 E
FOR TOP 4' OF BACKFlLL x::c- �
PROVIDE SLOPE FROM BUILDING TO ..a__ c
NORTH EDGE OF BED THREE ROWS OF ADSORPTION BED o .___ _i1
THREE ROWS FOUR EACH .xnmeo_n
-...- FILL MATERIAL TO BE PLACED IN II
CONJUNCTION WITH FILL FOR METAL
\ BUILDING ii
10-MIL PVC LINER TO EXTEND FROM H
•
1.S' ti IN ADSORPTION S P BE AREA
BE REMOVED
INBED A 5 ZI
•4 < <, '. ^•1,' .,',, .d •' d EXISTING CLEAN SANDY GRAVELS PI II
. d i• • i a' . WATER TABLE AT 3+/-BELOW !Z f
u i
' ' • . d EXISTING GROUND SURFACE s !ff
SECTION VIEW IN gin {t
/ NTS / Li
\ �';
r -1 '-1 -1 -1 -I -7 -I\ -1 -I -I -I -1 -- ��6!
0" 01 12'%o I (ticornended For cover ti
_ L St
Cf4 L _
` a z
SP.PiviO6 WAriericnr SCNLf- p a
r / \
a0
egia. ari2
t
, z
, ,
u J tl
!Mall fhi&tnetit,
. r
SEPTIC TANK CROSS SECTION
1,000 gal , minimum required,
1,000 gal. recommended
CLIENT DATE, 8/27/04 SHEET
Landmark Gary Vanderwal
ENpINEERINp LTD. TITLE SCALE. n.t•S. OF
CONSULTING ENGINEERS PLANNERS . SURVEYORS
SEPTIC TANK CROSS SECTION APPROVED R.B,
6
' &a / ,
dJ L l
I) !
I} j
u I
1.. S.
.
!i ! F
OPTIC -A-lit ` I' 1 � 2�
r' �II {-Y
k"-c'—
r 9
S AL. it 1 / R�TM
/ / Nd I
I > 1
i_ g
b Y5
/ /
I
`.\ L I I AYERAOE PERCOLATION RATE' • J.0
OF UPPER SOILS (TOP / • 3
1{-WpES) WAS 1M DPI i I
x
'1
.O d- v i w ^ YY E
'F ., Y )r
\ /
° ____--- PERO TEST MOLES (TYP)
\
\\ GRAVELED YARD // ,` TEST PIT h .C..-, r.
\ AREA / e a.A.. s i
i
\ / 170' TO NEAREST PROPOirf °m"ca—.11O— 1;
\
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LOG OF BORING BORING
NO.
CLIENT: Gary Vanderwal DRILL RIG: Acker AD-II Pit
PROJECT NO: VANGAR-4C1J-02-311A1 ROD SIZE: AW
PROJECT LOCATION: 26500 W.C.R. 388 METHOD OF DRILLING: n/a
Kersey, Colorado DRILLER: n/a
DATE DRILLED: observed on August 17, 2004 ENGINEER/GEOLOGIST: R.B.
ELEVATION: WEATHER:
w
Lu DESCRIPTION L z w REMARKS
0 cc Ill— w >- Q a vOi ¢ O p cc V
o co u) w D 3 2c) pa
- \\\ sandy,silty clay, med. stiff, d
ry-
_ — damp, dk. brown-brown S7_
sandy gravels, dry-damp-wet water @ 3' -
-5-
-10
-15-
-20-
-25
. -30- -
-35-
-40-
Landmark
ENGINEERING LTD.
8
) ) )
TABLE Ij
TABLE OF MINIMUM HORIZONTAL DISTANCES IN
FEET BETWEEN COMPONENTS OF A SEWAGE DISPOSAL SYSTEM
INSTALLED AFTER NOVEMBER 15,1973,AND PERTINENT PHYSICAL FEATURES
i Spring,Wells,Suction Potable Water Supply Potable Water Supply Dwelling Property Lines,Piped Subsoil Drains. Lake,Water Course, Dry Septic i
Lines Line Cistern Occupied Building or Uned Irrigation Ditch Intermittent Irrigation Irrigation Ditch or Gulches Tank
_- Lateral Stream aI .
- •,—,,:,on trench or hed Sand filler, .
IS:osud ESQ
ace Dispersal System (_3)_ (4)(2) (3) (3) '
25 25 20 10 50 100 25 ' 6
r ea Sand Foter in Soil With a Percolation (4)(2) ,
hale Slower than 50 Minutes per Inch 25 25 15 10 50 50 15 10
1 Ted
^ea o•Panialy Lined Evapotranspiration
s'.em or Surface Disposal System Other than (4)(2)
•csot 15d 25 25 15 10 50 50 15 10
:'c:'Sans Finer 60 (4)10(2) 25 15 10 50 50 10 5
._-cl E.a:o:ransmratton Field
60 (4)10(2) 25 15 10 50 50 10 5
-r.. 50 (4)10(2) 25 15 10 50 50 10 ..
... S I maurent Plants.Dosing Tanks, (2) (4)(2) (1)
50 10 25 5 10 50 10
. 50
- :..:...p. (2)(4) (4)(2) (4) (2)(4) (4) (2)(4) (2)(4)
50 10 25 0 10 50 50 10 '
"E Top minimum distances shown above shall be maintained between the system components and the physical features described. Where soil,geological or other conditions warrant,greater distances may be required by the Board of Health or by tlie'nver Ooa'•'
Ccr.r,t Commission pursuant to C.R.S.2S&206 in accordance with the authority prescribed by law and rules and regulations Implemental of said section. Components which are not water tight should not extend into areas of the root system of nearby trees For re:
nrrnctng of existing systems where the size of lot precludes adherence to these distances,repaired facility shall not be closer to water supply components than the existing facilities. For new systems,v9Balice¢!m'ay tie Oren'from these distances, but shin r
e'closer than the CDH distances.
I.I L :lance shown shall not apply to treatment plants or effluent lines where recycling is permitted.
C,assings or encroachments may be permitted al the points as noted above provided that the water conveyance pipe is encased for a minimum distance of ten(10)feet on each side of the crossing. A length of pipe shall be used with a nn:nmum Seneca
40ra:org of sufficient diameter to easily slide over and completely encase the water conveyance. Ridged end caps of at least Schedule 40 rating must be glued or secured In a watertight fashion to the ends of the encasement pipe. A hole of sufficient size to accommoda::
are mph shaft he drilled in the lowermost section of the ridged cap so that the conveyance pipe rests on the bottom of the encasement pipe. The area in which the pipe passes through the endcaps shall be sealed with an approved underground sealant comcav'v
:.Lit:no piping used.
!n.1 Add R feel additional distance for each 100 gallons per day of design flow over 1000 gallons per day as specified in the table,unless It can be demonstrated by a registered Professional Engineer or Geologist thal a mechanical or naturat barrier wilt ffieve-
tcrlanainotion
i.1) Encroachments may be permitted provided the water or wastewater conveyance pipe is encased as In(2)above,specified in the table.
COG WATER CONSERVATION PROGRAM
WATER SAVING DEVICES
Fact Sheet
FLOW CONTROL SHOWERHEADS
Cost of Device:
Water saved per day: 12%
- or-
5500 gallons per household per year
Homeowner energy savings:
$35-40 annually with gas hot water heater
50- 75% of the water saved is HOT water
$75-100 annually with electric hot water heater
Use State Mandated Low Flush Toilets Reduces the flow of water from 5- 8 gallons
per minute to 3-1/2
FAUCET AERATORS
Cost of Device:
Water saved per day: 8%
3,650 gallons per household per year
Pays for itself in 3 hours hot water running time
n
Prima Oil & Gas Company
e,te: 970- 353- 6/OQ (X /358/0)
FAX : 976- 304-(on 8 Septemberi7, 2004
Ms. Michelle Katyryniuk, Planner
Weld County Department of Planning Services
1555 North 17th Avenue
Greeley, CO 80631
•
Re: Case No.: USR-1474
• Gary and Carol Vanderwal
Lot B RE-2208, Pt of the SE/4
of Section 9-T5N-R64W
Bauer 9-1 &9-43 Wells
Weld County, CO
Dear Ms. Katyryniuk:
Pursuant to your telephone conversation with Cindi Danner-Weide on the above date,
enclosed is a copy of the Royalty Interest Owners',deck',that reflects who we are currently
paying revenues to under the above referenced wells.
If you have any questions regarding the contents,please do not hesitate to let us know.
Thank you.
Sincerely,
PRIMA OIL & GAS COMPANY
(Janet L. lirase
Senior Division Order Analyst
/jlf
Enclosures
EXHIBIT
Prima Oil&Gas Company is a member of the Petro-Canada group of companies I T
1099 18'Street • Suite 400 •',,Denver;Colorado 80202 -A 4'
Office:303.297,2300 • Fax: 303.2977708 •I www.primaenergy.com
TO 'd TT: TT V0. 6 daS 80LLZ6Z2O2:Xed au!-ld
•
3RT NO: JIB150 PRIMA OIL 6 3A5 COMPANY I' PAGE NO; 1
DATE _ 09/07/2004 DIVISION OF INTEREST AS 01? 07/31/2004 TIME: 15:57:31
1IL•^ 5%0: D01
•
:S1‘ .'RDER NOs 062001 TI : BAUER 9-1
INT. EFFECT. SPFECT.
ER NO/NAME 1IP6 DATE TO
00$ PLATTE VALLEY MANAGEMENT COMPANY RI 12/01/1998 12/11/9999
405 VIRGINIA MAY BASSETT RI 01/01/0001 12/31/9999
•
446 JESS L BOND RI 01/01/0001 12/31/9999
•
El? HAROLD WALTER BAUER RI 01/01/0001 12/31/9999 •
662 ESTRER BRUNT2 RI 07/01/2003 12/31/9999
059 E1.48414 J CLERK RS 07/01/2003 12/31/9999
08, fREIDA DILKA RI 01/01/0001 12/31/9999
286 JAMES D KLEIN RI 01/01/0001 12/31/9999
289 RAMON V KLEIN RI 01/01/0001 12/31/9999
291 NILLIAM KLEIN RI 01/01/0001 12/31/9999 •
3B0 BETTY JEAN MCCARTHY RI 01/01/0001 12/31/5999
446 NORMAN C PETERSON RI 07/01/2003 12/31/9999
463 RBINHOLDT ROHN RI 01/01/0001 12/31/9999
470 ELSIE REICHERT RI 01/01/0001 12/31/9999 •
49.0"INALD E ROHN RI 01/01/0001 12/31/9999
•
.481 HARRY ROHN RI 07/01/2003 12/31/9999
.489 9ERTNA LOUNDER RI 01/01/0001 12/31/9999 •
.661 PATRICK LEE WILLIAMS RI 07/01/2003 2/01/9999
1 .4�/�1 �
.710 KATHLEEN L BERRYMAN RI 01/01/0001 12/31/9999 • Y'
:356 BILLY A. MARRING RI 09/01/2000 12/01/9999
522> ARYLS% R. ROHN, TRUSTEE RI 07/01/2003 A2/31/9999 �V"• ricer-
3222 BONNIE ROHN RI 07/01/2003 12/31/9999 •
• �4,•��M•'�l" �� \�
3223 JOHN F. ROHN RI 11/01/1992 12/01/9999 \' e
Qat
5224 DAVID A. ROHN, SR. RI 11/01/1992 12/01/9999 J6 4
'.6:9 DONALD J. HARDEN RI 07/01/2003 12/31/9999
ear
?416 ERICH J. F. WILLIAMS RI 07/01/2003 12/01/9999 -4.
3871 LINDA R. HERON RI 07/01/2003 12/31/9999
•
9675 MARILYN JOANN SCHNEIDER RI 07/01/2003 12/31/9999
•
3678 PHILIP E. CLARK RI 07/01/2003 12/01/9999
3345 GARY VANDERBAL RI 05/01/2004 12/31/9999
•
•
•
•
•
Z0 'd TT: TT 170, 6 daS 80LLL6Z£0£:Xpd pWTJd
i
REPORT.NO: JIS150 PRIMA OIL & GAS
_._. .._ _... . DIVISION OP INTEREST $ OF 0y PAGE NO: 1. .
RUN DATE : 09/07/2004 OF 07/31/2004 DETAIL TIME: 16:58:19
ESQ. DOI
JIVE N ORDER NO; 062013 T LE: BARER 9-43
INT. EFFECT. EFFECT.
OWNER NO/NAME TYPE DATE TO
100405 VIRGINIA MAY BASEST'S RI 01/01/2000 12/01/9999
100446 JES5 L BOND RI 01/01/2000 12/01/9999
100837 HAROLD WALTER BAUER RI 01/01/2000 12/01/9999
.00862 ESTHER BRUNTZ RI 01/01/2000 12/01/9999
.01059 ES1HAa J CLERK RI 01/01/2000 12/01/9999
.01087 FREIDA ',ILK; RI 01/01/2000 12/01/9999
.01286 JAMBS D KLEIN RI 01/01/2000 12/01/9999
01289 RAMON V KLEIN RI 01/01/2000 12/01/9999
01291 WILLIAM KLEIN RI 01/01/2000 12/01/9999
01380 BETTY JEAN MCCARTHy RI 01/01/2000 12/01/9999
01446 NORMAN C PETERSON RI 01/01/2000 12/01/9999
01463 REINHOLDT ROHN RI 01/01/2000 12/01/9999
01470 ELSIE REICHERT RI 01/01/2000 12/01/9999
01480 DONALD B ROHN RI 01/01/2000 12/01/9999
01481 HARRY BONN RI 01/01/2000 12/01/9999
Cli BERG` LOUNDER RI 01/01/2000 12/01/9999
01681 PATRICK LEE WILLIAMS RI 01/01/2000 12/01/9999
01710 KATHLEEN L BERRYMAN RI 01/01/2000 12/01/9999
04886 FREDERICK DEAN BAKER RI 01/01/2000 12/01/9999
07856 BILLY A. MARRING AI 01/01/2000 12/01/9999 • �8��8`
, V"
]8241 ARYLSE R. ROHN, TRUSTEE RI 01/01/2000 12/01/9999 A RI • ,`
)Sala BONNIE ROHM `i
01/01/2000 12/01/9999 . 4
)8222 JOHN F. ROHN RI 01/01/2000 12/01/9999 ///\\\��8\\\...������'W'W'W• '\. ``
)4224 DAVID A. ROHN, SR. RI 01/01/0000 12/01/9999 S fI S�A]
:9619 DONALD J. HARDEN �Al�\\ �`_
RI 01/01/2000 12/01/9999
9415 TERRY RAY MCCLURE RI 01/01/2000 12/01/9999
9416 ERICH J. F. WILLIAMS RI 01/01/2000 12/01/9999
9975 MARILYN JOANN SCHNEIDER RI 07/01/2003 12/31/9999 .
9978 PHILIP E. CLARK RI 02/01/2000 12/31/9999 Q4
0345 GARY VANDERWAL RI 05/01/2004 12/31/9999
pr-
£0'd TT: TT b0. 6 dsS 80LLL6z£0£:xeJ ew?.ld
BOARD OF COUNTY COMMISSIONERS' SIGN POSTING
CERTIFICATE
THE LAST DAY TO POST THE SIGN IS October 15,2004 THE SIGN SHALL BE POSTED
ADJACENT TO AND VISIBLE FROM A PUBLICALLY MAINTAINED ROAD RIGHT-OF-WAY.
IN THE EVENT THE PROPERTY BEING CONSIDERED FOR A SPECIAL REVIEW IS NOT
ADJACENT TO A PUBLICALLY MAINTAINED ROAD RIGHT-OF-WAY, THE DEPARTMENT
OF PLANNING SERVICES SHALL POST ONE SIGN IN THE MOST PROMINENT PLACE ON
THE PROPERTY AND POST A SECOND SIGN AT THE POINT AT WHICH THE DRIVEWAY
(ACCESS DRIVE) INTERSECTS A PUBLICALLY MAINTAINED ROAD RIGHT-OF-WAY.
I,Voneen Macklin, HEREBY CERTIFY UNDER PENALTIES OF PERJURY THAT THE SIGN
WAS POSTED ON THE PROPERTY AT LEAST TEN DAYS BEFORE THE BOARD OF
COMMISSIONERS HEARING FOR_USR- 1474 IN THE AGRICULTURAL ZONE DISTRICT.
Voneen Macklin
Name of Person Posting Sign
ignature ofPerson Posting sign
STATE OF COLORADO
) ss.
COUNTY OF WELD The foregoing instrument was subscribed and sworn to me this d pP day of i-Ny_r , 2004.
WITNESS my hand and official seal.
•41/4O.1—eUt<
44
otary Public C. I ;
r► . S11t2MAII •
1
'
••.
hh �r,.. .rot. ,
My Commission Expires: \CHI aON-
EXHIBIT
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f/rt yO.7A.sMX'y f^• J.- J' • y - I IY."� '7 J..L�YV.�t li t.i a. � /
MEMORANDUM
WlipeDOTE October 27t2 T : Weld Counyo rd of County Commissioners'
COLORADO
FROM: Michelle Martin
SUBJECT: USR-1474
Based on the information provided by the applicants the Department of Planning Services feels
conditions 2.F and 2.G have been adequately addressed and can be removed from the
resolution.
EXHIBIT
__
Hello