HomeMy WebLinkAbout1.00 General Application MaterialsFloodplain Development
Report for Roan Creek Fish
Barrier
Prepared for:
Middle Colorado Watershed
Council
Prepared by:
Scott Schreiber, P.E., C.F.M.
April 2025
181-047.010
i
TABLE OF CONTENTS
Page
1.0 INTRODUCTION ............................................................................................................. 1
2.0 PROJECT OVERVIEW ................................................................................................... 1
3.0 CONFORMANCE WITH LAND USE CODE .................................................................... 2
Section 3-301: Floodplain Overlay Regulations .................................................................. 2
Table 4-102: Common Review Procedures and Required Notice ...................................... 2
Section 4-109: Development in the 100-Year Floodplain ................................................... 3
Table 4-201: Application Submittal Requirements .............................................................. 4
Section 4-203: Description of Submittal Requirements ...................................................... 4
Section 4-203(O): Floodplain Analysis................................................................................ 5
Revegetation ....................................................................................................................... 6
4.0 CLEAN WATER ACT (CWA) SECTION 404 PERMIT .................................................... 6
5.0 CONSTRUCTION............................................................................................................ 7
6.0 FLOODPLAIN ANALYSIS .............................................................................................. 7
Existing Floodplain Mapping ............................................................................................... 7
Survey ................................................................................................................................. 8
Hydrology ............................................................................................................................ 8
Hydraulics ........................................................................................................................... 8
Existing Conditions Model ................................................................................................... 9
Proposed Conditions Model .............................................................................................. 10
Comparison of Existing Conditions to Proposed Condtions ............................................. 10
7.0 OWNERSHIP ................................................................................................................ 11
Ditch Contact ..................................................................................................................... 11
8.0 REFERENCES .............................................................................................................. 12
ii
SUBMITTAL REQUIRMENTS / APPENDICES
(Follows List Provided in Pre-Application Submittal Requirements)
A.1 Application Form
A.2 Pre-Application Conference Summary
A.3 Proof of Ownership
A.4 List of Property Owners Within 200 Feet
A.5 Research of Mineral Right Owners on Subject Property
B Vicinity Map
C Site Plan
D.1 Floodplain Analysis Maps and HEC-RAS Output
D.2 Site Photos
D.3 StreamStats Output
D.4 USACE 404 Permit Documentation
181-047.010 Wright Water Engineers, Inc. Page 1
April 2025
Floodplain Development Report for Roan Creek Fish Barrier
1.0 INTRODUCTION
This report presents information to meet requirements of the Garfield County Land Use Code
(Code), including the Floodplain Analysis as required by the Code, prepared by Wright Water
Engineers, Inc. (WWE), to support a No Rise Certification for the construction of Roan Creek Fish
Barrier (Project) on Roan Creek in Garfield County, Colorado. To summarize, this analysis
indicates that the Project will not cause a rise in the Base Flood Elevations (BFEs) of Roan Creek
and will not impact any structures. The area is remote with no structures in the vicinity and overall
Project work will reduce impacts from future flooding and provide for more resilient ecosystem if
a flood occurs in the future.
2.0 PROJECT OVERVIEW
The Project is located along Roan Creek approximately 23 miles north of De Beque, Colorado.
The Project is located on two parcels, one owned by Roan Creek DMG Investment, LLC and the
other owned by the United States Bureau of Land Management (BLM). However, all work in the
floodplain for which this report is addressing will only occur on the parcel owned by Roan Creek
DMG Investment, LLC. Work on the BLM parcel is limited to piping of the existing ditch within
its historical alignment and is not located within the floodplain. The Project is located adjacent to
County Road 204 (also referred to as Roan Creek Drive). There are no structures in the surrounding
area. Therefore, any effects from the proposed Project will not affect structures. The proposed
Project is located in Section 26, Township 6 South, Range 100 West of the 6 th Principal Meridian.
See Project Vicinity Map for additional information, included with this report as Appendix B.
The Project provides many environmental, agricultural, structural, and safety benefits to the
watershed. The Project includes the installation of a fish barrier that will provide an area of safe
refuge for reestablishment of Native Colorado Cutthroat Trout at an existing diversion structure.
The fish barrier will be a vertical concrete wall intended to limit fish movement upstream of the
structure. Included in the design are boulder and bio-engineered bank stabilization efforts and
revegetation of the area. The work will replace an existing pushup dam constructed by the water
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 2
April 2025
rights owner. The work will also include installation of a new headgate for the water rights owner
and piping of a portion of the existing ditch. The Project will provide for a more resilient and
sustainable ecosystem and the affected area will be revegetated after construction to mimic
surrounding conditions.
The Project is a multi-benefit project being led by the Middle Colorado Watershed Council
(MCWC) and is in alignment with the Colorado Water Plan and the Colorado River Roundtable
Basin Implementation Plan.
3.0 CONFORMANCE WITH LAND USE CODE
This section outlines the various land use code requirements of Garfield County applicable to the
Project and addresses Project specific compliance with each of the requirements. Included in this
document are more descriptive discussions as well as all the required submittal aspects.
Section 3-301: Floodplain Overlay Regulations
The Project fits within many of the allowed uses within Floodway and areas outside the Floodway
but within the 100-year floodplain, such as agricultural uses, open space structures not intended
for human habitation, dams, irrigation structures, bank restoration and bank stabilization (3-
301(A)). The Project meets the general standards for improvements by being designed to prevent
floatation, collapse, or lateral movement; will be constructed by methods to minimize flood
damage; and with materials resistant to flood damage (3-301(B)). It has been demonstrated through
hydraulic modeling, in accordance with standard engineering practice, that the proposed Project
would not result in an increase of the flood levels within the area during Base Flood Discharge (3-
301 (D)). Drainage is not near structures and will also not adversely impact adjacent properties (3-
301(E)). The Project design appropriately considered issues of sediment transport, erosion,
deposition and channel migration; meets all applicable Federal, State, and local Floodplain
requirements and regulations; and this report constitutes its hydraulic evaluation to demonstrate a
No-Rise in BFEs within the floodway or floodplain (3-301(G)).
Table 4-102: Common Review Procedures and Required Notice
It is understood that this Project is subject to an Administrative Review and a decision can be made
by the Director as shown in Table 4-102 of the Code.
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 3
April 2025
Section 4-109: Development in the 100-Year Floodplain
This document is to provide support of the Floodplain Development Permit application prior to
any work being performed in the 100-year floodplain. This document and the Project comply with
Section 3-301, Floodplain Overlay Regulations, and upon weighing the relevant factors listed
below. Along with the relevant factors, Project conformance with the section is noted below:
1. The danger to life and property due to flooding or erosion damage;
a. There will be no effect on the danger to life and property due to flooding or erosion
damage caused by the Project.
2. The susceptibility of the proposed facility and its contents to flood damage and the effect
of such damage on the individual owner;
a. There will be no effect on the susceptibility of the proposed facility and its contents
to flood damage caused by the Project.
3. The danger that materials may be swept onto other lands to the injury of others;
a. There will be no danger that materials may be swept onto other lands to the injury
of others caused by the Project.
4. The compatibility of the proposed use with existing and anticipated development;
a. There will be no effect on the compatibility of the proposed use with existing and
anticipated development caused by the Project.
5. The safety of access to the property in times of flood for ordinary and emergency vehicles;
a. There will be no effect on the safety of access to the property in times of flood for
ordinary and emergency vehicles.
6. The costs of providing governmental services during and after flood conditions, including
maintenance and repair of streets and bridges, and public utilities and facilities such as
sewer, gas, electrical, and water systems;
a. There will be no effect on the costs of providing governmental services during and
after flood conditions, including maintenance and repair of streets and bridges, and
public utilities and facilities such as sewer, gas, electrical, and water systems caused
by the Project.
7. The expected heights, velocity, duration, rate of rise, and sediment transport of the flood
waters and the effects of wave action, if applicable, expected at the site;
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 4
April 2025
a. There will be no effect on the expected heights, velocity, duration, rate of rise, and
sediment transport of the flood waters and the effects of wave action, if applicable,
expected at the site caused by the Project.
8. The necessity to the facility of a waterfront location, where applicable;
a. The proposed facility is the enhancement of an existing irrigation diversion
structure which must reside at a waterfront location.
9. The availability of alternative locations, not subject to flooding or erosion damage, for the
proposed use; and
a. The proposed work is taking place at an existing diversion structure, therefore there
are no alternative locations.
10. The relationship of the proposed use to the Comprehensive Plan for that area.
a. The proposed use does not disagree with the Comprehensive Plan.
Table 4-201: Application Submittal Requirements
This document provides the required information described in Table 4-201 for development in the
100-year floodplain. Included in this submittal are general application materials, a vicinity map, a
site map, a floodplain analysis, and other supporting information required.
Section 4-203: Description of Submittal Requirements
A licensed Professional Engineer in the state of Colorado, Scott Schreiber PE #: 46577, developed
this application and performed the engineering analysis for this Project. Scott practices in the area
of water resource engineering and develops fish barrier projects across the state. An application
form has been developed and is included in this document as an appendix. Landowner
authorization documents from Roan Creek DMG Investment, LLC and the BLM are included in
Appendix A of this report.
Also included in the appendices is information on the adjacent property owners, mineral owners,
and lessees within a 200-foot radius of the property boundaries or mineral estate owners in the
Project area. WWE was not able to locate any mineral owners on the Roan Creek DMG
Investment, LLC or BLM properties using county resources. WWE includes a memorandum
summarizing the work completed regarding mineral owner research in coordination with the
County in Appendix A.
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 5
April 2025
It is our understanding from discussions with the County that since this Project was initially
managed by a local non-profit and funded by the Colorado Water Conservation Board, Colorado
River Water Conservation District, and the United States Bureau of Reclamation, review fees for
the Floodplain Development Permit would be waived.
Per the requirements of Section 4-203 of the Code, a weed management plan is not required for
the Project since the disturbance is less than one acre.
Other items required are included in this submittal in conformance with Section 4-203, which
include: project description, vicinity maps, site plans, grading and drainage plans, hydraulic
calculations, and revegetation plans. Requirements from Section 4-203(O) were also adhered to
for the floodplain analysis.
Section 4-203.O: Floodplain Analysis
A floodplain analysis was completed which meets the intent of the land use code. The information
required by the land use code for this Project is contained within this document. The Project takes
place on Roan Creek in an area with an unmapped floodplain and unmapped floodway. There are
no insurable structures affected by or part of the Project. The Floodplain Analysis requirements
outlined in Section 4-203(O) and descriptions of Project conformance are included below:
1. Floodplain Specific Site Plan
a. The Floodplain Specific Site Plan is included with this report in Appendix D. The
Floodplain Specific Site Plan includes the items identified in Section 403.O.1.
except for those items that are non-applicable to the Project, including: (b)
floodway boundary since one is not mapped in the area; (e) the elevation of the
lowest floor; (f) flood-proofing elevations for structures; (g) existing and proposed
location, dimension, and elevation of structures, streets, water supply, and any
sanitation facilities; and (h) boundaries and total land area of existing and proposed
impervious surfaces and structures since no habitable structures or other
infrastructure except for the irrigation diversion and fish barrier are existing or
proposed in or near the Project.
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 6
April 2025
2. A certificate from a qualified professional engineer or architect that the nonresidential
flood-proofed structure shall meet the flood-proofing criteria in Section 3-301.C.2.
Specific Standards for Nonresidential Construction.
a. No structures except for the irrigation diversion and fish barrier are existing or
proposed in or near the Project, therefore this item is not applicable.
3. An elevation certificate from a qualified professional surveyor, engineer or architect that
certifies that all residential construction and mechanical equipment will be at least 1 foot
above BFE.
a. The Project does not include residential construction or any mechanical equipment
that meets the intent of this requirement, therefore this item is not applicable.
4. Description of the extent to which any watercourse or natural drainage will be altered or
relocated as a result of proposed development.
a. See Section 6.0 of this report.
5. An engineers report completed by a qualified professional engineer experienced in
hydrology or hydraulics, using a method acceptable to FEMA or the CWCB, that addresses
the standards in section 3-301.B-G. of the Code.
a. Section 6.0 of this report serves to address the standards in section 3-301.B-G of
the Code.
Revegetation
The area will be revegetated with the use of existing on-site materials including willows. Seed
mixes from the BLM or Garfield County will also be used as needed to reestablish vegetation.
4.0 CLEAN WATER ACT (CWA) SECTION 404 PERMIT
Consultation with the US Army Corps of Engineers (USACE) has been completed for this Project.
WWE provided a summary of the projects planned impacts and documentation of the Bureau of
Reclamations Endangered Species Act Section 7 and National Historic Preservation Act Section
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 7
April 2025
106 compliance to the USACE for review. In a letter dated April 15, 2025, addressed to the
MCWC, the USACE provided a determination that a Department of the Army permit is not
required since the activity is exempted from regulation by a specific provision of the Clean Water
Act because the activity consists of construction or maintenance of irrigation ditches in
accordance with 33 CFR 323.4(a)3. The letter from the USACE is included in Appendix D of
this report.
5.0 CONSTRUCTION
During construction all materials, equipment, and refueling will be stored outside of the
approximated 100-year floodplain. The Project is less than one acre of disturbance; therefore, a
stormwater management plan is not required. Even though a plan is not required the contractor is
responsible for installation and maintenance of stormwater controls for the site. This will limit
erosion and sedimentation in downstream waterways. The installation of Best Management
Practices will be reviewed by the engineer and modified as required. The project will be
constructed with the use of earth-moving equipment including, but not limited to, excavators and
hand equipment.
6.0 FLOODPLAIN ANALYSIS
The following sections outline the floodplain analysis for the Project, developed in accordance
with Section 402.3.O, except as noted in Section 3 of this report. The project includes the removal
of an existing push-up dam used by the water rights holder to deliver water into the Simmons No.
1 Ditch, and replacement with a concrete fish barrier and diversion structure. Work also includes
downstream armoring of the channel and grading upstream and downstream of the structure to tie-
in to existing conditions. The general alignment of Roan Creek will not be altered by the Project.
The floodplain analysis indicates that the Project will not cause a rise in the BFEs of Roan Creek
and will not impact any structures
EXISTING FLOODPLAIN MAPPING
Currently there is not a mapped floodplain in this area. The most current Federal Emergency
Management Agency (FEMA) Flood Insurance Study (FIS) for Garfield County (080205V001A)
was updated on August 2, 2006 (FEMA 2006). The current FIS does not have any documentation
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 8
April 2025
on Roan Creek. The most current Flood Insurance Rate Map (FIRM) is Map Number
0802051225B (FEMA 1977) and is noted as Not Printed on the FEMA Map Service Center. The
proposed Project area is in a very rural and secluded area. There are no known flooding issues at
the site.
SURVEY
Surveying for the Project area was performed by Bookcliff Surveying, Inc. (Bookcliff). Existing
ground topography including the creek and diversion structure was acquired in the summer of
2020. Bookcliff provided additional survey, including the existing ground topography of the
irrigation ditch for approximately 1,000 feet downstream of the headgate, in June 2024. The
vertical datum used for this survey was National American Vertical Datum of 1988 (NAVD 88).
The horizontal datum utilized was Colorado State Plane Central US Foot. The ground survey
was also supplemented with LiDAR data that were obtained from a 2016 LiDAR survey performed
by Merrick and Company. The LiDAR survey was developed for the Colorado Water
Conservation Board. Proposed grading for the Project area was developed by WWE.
HYDROLOGY
This analysis used hydrology from the United States Geological Survey StreamStats program as
well as fish passage criteria developed by Colorado Parks and Wildlife. The 100-year peak flow
was estimated to be 599 cfs. The output from StreamStats is available in the appendices.
HYDRAULICS
The hydraulic analysis was performed using HEC-RAS version 5.0.7 (Corps 2019). The
hydraulics calculated along Roan Creek were assessed using steady-state conditions and the
hydrologic conditions described in this section. A two-dimensional hydraulic model was used to
evaluate hydraulics at the site and then the model was developed with one-dimensional cross
sections directly up and downstream of the Project area to show no changes in BFEs outside the
Project area. The hydrologic conditions are the same in both the Existing Conditions and Proposed
Conditions Models.
The most critical control elevation of the Project, the crest of the fish barrier, will not be changed
as part of this Project. Therefore, work associated with this Project will not cause modifications to
the BFEs.
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 9
April 2025
The following sections provide information on the development of the Existing Conditions and
Proposed Conditions Models.
EXISTING CONDITIONS MODEL
The Existing Conditions Model was developed from ground survey data supplemented with
LIDAR data (Merrick and Company 2016) at multiple cross sections where the geometry is critical
for the hydraulic analysis. Since there is no effective model or existing floodplain mapping, the
cross sections were placed at hydraulically significant locations along the Project reach. Pictures
have been provided in the appendices for reference.
Bank stations were set based on an evaluation of the cross-section information in the HEC-RAS
model and site visits. Mannings n was based on a review of aerial imagery and field observation.
Roughness coefficients were conservatively chosen to represent the springtime vegetated
conditions. Pictures in appendices show the typical roughness. The following Mannings n values
were used:
Channel: 0.04
Willows along the bank: 0.07
These values were kept consistent between the Existing and Proposed Conditions Models.
Ineffective flow areas were utilized to account for flow areas with little or no flow conveyance.
The upstream boundary of the hydraulic model was extended about 500 feet upstream of the
existing diversion structure. The model was extended about 150 feet downstream of the proposed
improvements. The downstream hydraulic control for the HEC-RAS model was set based on the
normal depth calculation with a channel slope of 0.9%. Channel and overbank reach lengths were
developed based on a review of aerial photographs, surveyed topography, and topographic data
developed from LiDAR .
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 10
April 2025
PROPOSED CONDITIONS MODEL
The Proposed Conditions Model was developed by incorporating the proposed topography and
fish barrier designs into the Existing Conditions Model. Extents of the Mannings were modified
to account for proposed design elements.
COMPARISON OF EXISTING CONDITIONS TO PROPOSED CONDTIONS
The purpose of this report is to provide an assessment of the potential hydraulic effects of the
Project. Overall, the Project will not cause a rise in BFEs. There are no structures within proximity
to the Project that would be affected in any way by the work. The Project reduces concerns from
flooding in the area by stabilizing the diversion structure and reducing impacts of scouring on the
structure and surrounding banks.
The HEC-RAS output (including tables, profiles and cross sections for the existing and proposed
conditions) are available in the appendices, and a BFE comparison summary table for 100-year
flood is included below.
Table 1 Base Flood Elevation (BFE) Comparison Summary Table (100-Year Flood)
River Station 100-Year WSEL
Difference Existing Conditions Proposed Conditions
(ft) (ft) (ft) (ft)
737 6326.69 6326.69 0.00
627 6326.16 6326.16 0.00
509 6324.53 6324.53 0.00
360 6323.59 6323.59 0.00
243 6322.37 6322.37 0.00
145 6320.01 6315.27 -4.74
111 6315.37 6315.37 0.00
62 6315.26 6315.26 0.00
7 6314.18 6314.18 0.00
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 11
April 2025
7.0 OWNERSHIP
The land where the Project is proposed is owned by the Roan Creek DMG Investment, LLC and
the BLM. The Parcel Numbers are 216327100008 and 216315400951, respectively (collectively
referred to as Project Parcels). There are 26 parcels that border the Project Parcel, listed in a table
included in Appendix A.4.
DITCH CONTACT
The work taking place as part of this project is located at the diversion structure associated with
the Simmons No. 1 Ditch. The Project includes proposed piping downstream of the headgate and
the functionality of the ditch should be improved as part of this project. Additionally, a new
headgate will be installed for the ditch. Contact information for the ditch is Paul Mills and he can
be contacted at (949) 330-3402. Additional ditch contact is Todd Brackett, and he can be contacted
at (970) 283-5016.
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc. Page 12
April 2025
8.0 REFERENCES
Federal Emergency Management Agency. 2006. Flood Insurance Rate Map (FIRM) Garfield
County, Colorado and Incorporated Area. FIRM Map Number 080205V001A, FEMA,
August 2.
Merrick and Company. 2016. LiDAR. Colorado Water Conservation Board.
U.S. Army Corps of Engineers (Corps). 2018. Hydrologic Engineering CenterRiver Analysis
System, HEC-RAS, Version 5.0.5 USACE Hydrologic Engineering Center. June.
\\WWE-GWS\project files\WWE\181-047\010\Engr\Floodplain Report\Roan Creek Fish Barrier Floodplain Report.docx
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
A.1 Application Form
Roan Creek DMG Investment, LLC
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-county.com
LAND USE CHANGE PERMIT
APPLICATION FORM
TYPE OF APPLICATION
Administrative Review Development in 100-Year Floodplain
Limited Impact Review Development in 100-Year Floodplain Variance
Major Impact Review Code Text Amendment
Amendments to an Approved LUCP
LIR MIR SUP
Rezoning
Zone District PUD PUD Amendment
Minor Temporary Housing Facility Administrative Interpretation
Vacation of a County Road/Public ROW Appeal of Administrative Interpretation
Location and Extent Review Areas and Activities of State Interest
Comprehensive Plan Amendment Accommodation Pursuant to Fair Housing Act
Pipeline Development Variance
Time Extension (also check type of original application)
INVOLVED PARTIES
Owner/Applicant
Name: ________________________________________________ Phone: (______)_________________
Mailing Address: ______________________________________________________________________
City: _______________________________________ State: _______ Zip Code: ____________________
E-mail:_______________________________________________________________________________
Representative (Authorization Required)
Name: ________________________________________________ Phone: (______)_________________
Mailing Address: ______________________________________________________________________
City: _______________________________________ State: _______ Zip Code: ____________________
E-mail:_______________________________________________________________________________
PROJECT NAME AND LOCATION
Project Name:
_____________________________________________________________________________________
Assessors Parcel Number: ___ ___ ___ ___ - ___ ___ ___ - ___ ___ - ___ ___ ___
Physical/Street Address: ________________________________________________________________
Legal Description: ______________________________________________________________________
_____________________________________________________________________________________
Zone District: ___________________________________ Property Size (acres): __________________
Bureau of Land Management
Scott Schreiber, P.E., CFM 970 945-7755
818 Colorado Ave.
Glenwood Springs CO 81601
sschreiber@wrightwater.com
Roan Creek Fish Barrier
Not Available
NE 1/4 of the NW1/4 of Section: 26 Township: 6S Range: 100W
12473.39
2163 154 00 951
PROJECT DESCRIPTION
Existing Use: __________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
Proposed Use (From Use Table 3-403): _____________________________________________________
Description of Project: __________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
_____________________________________________________________________________________
REQUEST FOR WAIVERS
Submission Requirements
The Applicant requesting a Waiver of Submission Requirements per Section 4-202. List:
Section: ______________________________ Section: _________________________________
Section: ______________________________ Section: _________________________________
Waiver of Standards
The Applicant is requesting a Waiver of Standards per Section 4-118. List:
Section: ______________________________ Section: _________________________________
Section: ______________________________ Section: _________________________________
I have read the statements above and have provided the required attached information which is
correct and accurate to the best of my knowledge.
______________________________________________________ __________________________
Signature of Property Owner Date
OFFICIAL USE ONLY
File Number: __ __ __ __ - __ __ __ __ Fee Paid: $_____________________________
The existing use is an agricultural irrigation water diversion structure, with open down ditch.
Agriculture
The proposed project is the development of a vertical fish barrier to provide refuge for reintroduction of Native Colorado
Cutthroat Trout. The project will include stabilize eroding banks, stabilization of existing diversion structure, installation of pipe downstream along existing ditch,
and re-vegetation after construction. The portion on BLM property only consists of installation of pipe downstream along existing ditch.
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
A.2 Pre-Application Conference Summary
1
Community Development Department
108 8th Street, Suite 401
Glenwood Springs, CO 81601
(970) 945-8212
www.garfield-county.com
PRE-APPLICATION
CONFERENCE SUMMARY
TAX PARCEL NUMBER:216327100008 PREPARED: 8/7/2024
PROJECT: Middle Colorado AG Collaborative Roan Creek Fish Passage Projects
APPLICANT:Middle Colorado Watershed Council
OWNERS:Roan Creek DMG Investments, LLC
REPRESENTATIVE: Wright Water Engineers and Trout Unlimited
PRACTICAL LOCATION: CR 204 (Roan Creek Rd) approximately 21 miles northwest of
De Beque
ZONING: Resource Lands
TYPE OF APPLICATION: Floodplain Development Permits
I. GENERAL PROJECT DESCRIPTION
The subject site is on the Roan Creek at a point
that diverts water into the Simmons No. 1 Ditch.
The parcel and site are accessed directly from
the County Road, but the area is undeveloped
and remote. It is about 21 miles northwest of De
Beque
The Applicants Representatives have provided
detailed plans for fish barrier improvements and
upgraded or repaired irrigation structures. The
improvements will provide for better ditch service
and prevent upstream migration of invasive fish
species. This will further protect several native
Colorado species, such as cutthroat trout. Figure 1Approximate Location
2
The proposal includes work within the stream channel/floodplain, construction of fish barrier
and placement of fill that may affect stream hydrology. Wetland impacts are not anticipated
however, delineation of wetland areas will be needed on final project plans.
Revegetation and restoration of disturbed areas will be required with coordination with the
County Vegetation Manager anticipated.
Authorization from property owners needs to be included. Similar information, though less
formal, should be provided from the ditch company/owner as well.
II. REGULATORY PROVISIONS APPLICANT IS REQUIRED TO ADDRESS
Garfield County Land Use and Development Code, as amended (LUDC) including the
following Sections:
Section 3-301 Floodplain Overlay Regulations including but not limited to 3-301(D),
3-301(E)(3), and 3-301(G)
Section 4-109 Development in the 100 Year Floodplain, including review criteria
Table 4-102 Common Review Procedures and Required Notice
Table 4-201 Submittal Requirements
Section 4-203 Submittal Requirements as appropriate
Figure 2 Overall Design
3
Section 4-203 (O) Flood Plain Analysis
Section 4-118 Waiver from Standards (if needed)
Section 7-203(B) & (C) Protection of Water Bodies
III. REVIEW PROCESS
The Floodplain Development permit will be processed pursuant to Section 4-103,
Administrative Review Process and consistent with Table 4-102 Common Review
procedures for Floodplain Development, summarized as follows:
A. Pre-application Conference - Complete
B. Application Submittal
C. Determination of Completeness
D. Schedule the Directors Decision Date
E. Application sent to referral agencies
F. Public Notice for the Directors Decision completed. Includes certified mailing
to adjacent property owners within 200 ft. and certified return receipt requested
mailing to mineral rights owners on the applicants property.
G. Evaluation by Director/Staff resulting in a Staff Report
H. Directors Decision
I. 10 day call up period, after which the Directors Decision become final unless
the decision is called up the BOCC for their review
J. Once all conditions of approval have been satisfied the Flood Plain
Development Permit can be issued.
IV. PUBLIC HEARINGS AND NOTICE
Public Hearing notices shall be posted, mailed and published pursuant to Section 4-101.E.
_X __No Public Hearing (Directors Decision with mailed notice only)
____ Planning Commission
____ Board of County Commissioners
____ Board of Adjustment
Referral agencies may include but are not limited to: Garfield County Consulting Engineer,
Garfield County Attorney, FEMA, Army Corp of Engineers.
V. SUBMITTAL REQUIREMENTS
A. General Application Materials including
o Application Form including signatures
o Proof of ownership (deed and/or title information)
o Authorization to represent as appropriate
o Statements of authority
o List of owners of property within 200 ft. with addresses (to be reviewed
and accepted by the County Attorneys Office)
4
o List of owners of mineral rights on the subject property and/or description
of how this was researched.
o Payment of fees
o Agreement to Pay Form
o Project Description narrative
B. Vicinity Map formatted on 8 ½ x 11 size for use with public notice
C. Site Plan to applicable scale, including all proposed improvements and
significant features.
D. Floodplain Analysis meeting the requirements of the Land Use and
Development Code including Sections 3-301 and 4-203 (O) as applicable.
The Flood Plain Analysis/memo needs to be completed by a qualified
licensed professional engineer and needs to include the engineers stamp.
Some elements may not be applicable based on the type of project. An
explanation justification in those cases should be provided.
E. The Application will need to include details and plans for the proposed
improvements.
F. The Analysis will need to address the lack of any impacts from the proposed
improvements (i.e. no impact on flooding potential Zero Rise)
G. The Analysis will need to include information on construction practices
including staging areas, stock piling areas, protection of water quality from
sediment or erosion potential, and equipment to be used. Revegetation and
restorations plans need to be provided as appropriate.
H. The submittals need to address compliance with the Review Criteria contained
in Section 4-109 as applicable.
I. The submittals need to include any other existing reports, studies, and permits
including but not limited to any current review by the Army Corp of Engineers
and wetlands analyses.
J. The submittals need to generally address compliance with Section 7-203 (B),
Protection of Water Bodies, Structures Permitted in Setbacks. Any significant
removal of vegetation should be addressed in the submittals with waivers if
needed requested and restoration plans provided.
Follow-up conversations with Staff is an option if additional questions come up regarding the
submittal requirements. As noted above some elements of the Floodplain Analysis may not
be applicable and the Application submittals should reflect that representation.
The Application submittal needs to include 3 hard copies of each of the Applications and 1
Digital PDF Copy of each of the Applications (on a CD or USB Stick). The copies and
electronic versions need to be complete and include all attachments, reports and plans. 11
x 17 copies of the plan sets are acceptable for the submittals. Both the paper and digital
copies should be split into individual sections and properly labelled. Please refer to this pre-
application summary for submittal requirements details as appropriate for your Application.
VI. APPLICATION REVIEW FEES
This application will be subject to the following fees and deposit requirements:
5
Planning Review Fees: $ 400 (Additional Staff time charged at hourly rate of $40.50)
Referral Agency Fees: $ tbd (Review fees associated with consulting engineer review)
Total Deposit: $ 400 (per Application for two Applications - $800 total)
VII. GENERAL APPLICATION PROCESSING
The foregoing summary is advisory in nature only and is not binding on the County. The
summary is based on current zoning, which is subject to change in the future, and upon factual
representations that may or may not be accurate. This summary does not create a legal or
vested right. The summary is valid for a six-month period, after which an update should be
requested. The Applicant is advised that the Application submittal once accepted by the
County becomes public information and will be available (including electronically) for review
by the public. Proprietary information can be redacted from documents prior to submittal.
Pre-application Summary Prepared by:
8/7/2024
Philip Berry, AICP Planner III Date
re-application Summary Pr
hilip Berry,AICP Planner III
6
Note: The notice requirement in
Step 4 has been changed to 15
days pursuant to Section 4-103
of the LUDC.
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
A.3 Proof of Ownership
1
Jonah Howe
From:Moe, Jana P <jpmoe@blm.gov>
Sent:Tuesday, April 8, 2025 2:55 PM
To:Jonah Howe
Cc:Scott Schreiber; Kate Collins; Ward, Jennifer K; Potter, Oneita F; Stark, Christina A;
Sheata, Carrie A; lcostello@midcowatershed.org; Leanna Canyon; Drake Ludwig; Brady,
Colin W
Subject:Roan Creek - Simmons No.. 1 Ditch project on BLM
Attachments:2025-04-01 Roan Creek POD.pdf
Jonah,
Thank you for including the migratory bird language in the Plan of Development (POD) dated April 1, 2025.
BLM has reviewed the project proposal to install 300 feet of irrigation pipeline on public land within the
existing historic right-of-way (ROW) alignment of the Simmons No. 1 Ditch. The project as described by
the POD can be considered maintenance of the historic ditch and no further authorization is required
from BLM. All construction work for the project must remain within the current footprint of existing
disturbance for the ditch, access road and ditch maintenance activities.
Any future substantial realignment, relocation, or reconstruction of the Simmons No. 1 Ditch may require
filing a ROW application with BLM. Any changes or additions to the existing water rights may also require
filing a ROW application. The level of normal operations and maintenance is that which has been
historically and customarily occupied. New surface disturbance activity must have prior review by the
Bureau of Land Management (BLM) as to whether it is within the scope of the existing ROW or is a
substantial deviation.
Please keep me updated on the construction schedule as it develops. If you have any further questions,
please reach out.
Jana
Jana Moe
Senior Realty Specialist
Bureau of Land Management
Upper Colorado River District Office
2815 H Road
Grand Junction, CO 81506
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
A.4 List of Property Owners Within 200 Feet
Garfield County Land Explorer
Parcel Physical Address Owner Account
Num Mailing Address
214131100961 Not available DEBEQUE BUREAU OF LAND MANAGEMENT R290678 2300 RIVER FRONTAGE ROAD SILT, CO 81652
214133400962 Not available DEBEQUE BUREAU OF LAND MANAGEMENT R290679 2300 RIVER FRONTAGE ROAD SILT, CO 81652
214335300954 Not available DEBEQUE BUREAU OF LAND MANAGEMENT R290702 2300 RIVER FRONTAGE ROAD SILT, CO 81652
216112100004 Not available DEBEQUE ROAN CREEK DMG INVESTMENT LLC R290102 6561 GUNN HIGHWAY TAMPA, FL 33625
216123300952 Not available DEBEQUE BUREAU OF LAND MANAGEMENT R290708 2300 RIVER FRONTAGE ROAD SILT, CO 81652
216124100005 Not available DEBEQUE HIGH LONESOME RANCH LLC R290088 PO BOX 88 DE BEQUE, CO 81630
216301400001 2795 207 COUNTY RD
DEBEQUE SCOTT, MURRILL THOMAS R290097 2795 COUNTY ROAD 207 DE BEQUE, CO 81630
216303400002 Not available DEBEQUE HENDERSON RIDGE LLC R290129 235 COLUMBUS CANYON ROAD GRAND
JUNCTION, CO 81507
216308100003 Not available DEBEQUE MCDONALD, MCCADE C R290090 PO BOX 757 FRUITA, CO 81521
216311200013 Not available DEBEQUE BEAR PAW OUTFITTERS, INC R082715 2795 COUNTY ROAD 207 DE BEQUE, CO 81630-9726
216315400951 Not available DEBEQUE BUREAU OF LAND MANAGEMENT R290703 2300 RIVER FRONTAGE ROAD SILT, CO 81652
216317400004 24540 204 COUNTY RD
DEBEQUE ROAN CREEK DMG INVESTMENT LLC R290100 6561 GUNN HIGHWAY TAMPA, FL 33625
216324100012 Not available DEBEQUE HI-TECH SNYFUELS CORPORATION R290484 110 CREEKWOOD COURT SOUTHLAKE, TX 76092
216325100005 Not available DEBEQUE BRACKETT, TODD & TRACY K R290159 19190 COUNTY ROAD 204 DE BEQUE, CO 81630
216325100006 204 COUNTY RD DEBEQUE BRACKETT, TODD B & TRACY K R290003 19190 COUNTY ROAD 204 DEBEQUE, CO 81630
216326100007 Not available DEBEQUE
MILLS, PAUL H & JULIA L,TRUSTEES OF THE MILLS FAMILY TRUST
DTD 7-27-90 R290160 24535 OVERLAKE EL TORO, CA 92630-3639
216327100008 Not available DEBEQUE ROAN CREEK DMG INVESTMENT LLC R290101 6561 GUNN HIGHWAY TAMPA, FL 33625
216328200009 Not available DEBEQUE ROAN CREEK DMG INVESTMENT LLC R290104 6561 GUNN HIGHWAY TAMPA, FL 33625
216331200010 Not available DEBEQUE HIGH LONESOME RANCH LLC R290016 PO BOX 88 DE BEQUE, CO 81630
216335100011 Not available PARACHUTE HIGH LONESOME RANCH LLC R290170 PO BOX 88 DE BEQUE, CO 81630
216506300031 Not available DEBEQUE W C BRUSH MOUNTAIN LLC R043719 PO BOX 2205 ROCKPORT, TX 78381
216507100002 2755 207 COUNTY RD
DEBEQUE NOBLE, EDWIN A & PAULINE,TRUSTEES R290169 11407 GREAT MEADOW DRIVE RESTON, VA 20191-
3607
216507400003 2130 207 COUNTY RD
DEBEQUE HYLAND, JOAN & MCDONALD, MCCADE C R290095 PO BOX 757 FRUITA, CO 81521
216517300004 1702 207 COUNTY RD
DEBEQUE MCDONALD, MCCADE C R290136 PO BOX 757 FRUITA, CO 81521
216519100956 Not available DEBEQUE BUREAU OF LAND MANAGEMENT R290686 2300 RIVER FRONTAGE ROAD SILT, CO 81652
241504100001 Not available DEBEQUE CAERUS PICEANCE LLC R290158 1001 17TH STREET, SUITE 1600 DENVER, CO 80202
241705200001 Not available DEBEQUE HIGH LONESOME RANCH LLC R290015 PO BOX 88 DE BEQUE, CO 81630
View Map
ROAN CREEK DMG INVESTMENT LLC
6561 GUNN HIGHWAY
TAMPA FL 33625
ROAN CREEK GERMANTOWN
INVESTMENT LLC
13701 W JEWELL AVENUE, SUITE 200-28
DENVER CO 80228
Assessed Year 2024 2023 2022 2021 2020
Land Actual $4,190.00 $4,190.00 $4,100.00 $4,100.00 $3,950.00
Improvement Actual $0.00 $0.00 $0.00 $0.00 $0.00
Total Actual $4,190.00 $4,190.00 $4,100.00 $4,100.00 $3,950.00
Assessed Year 2024 2023 2022 2021 2020
Land Assessed $1,110.00 $1,110.00 $1,080.00 $1,190.00 $1,150.00
Improvement Assessed $0.00 $0.00 $0.00 $0.00 $0.00
Total Assessed $1,110.00 $1,110.00 $1,080.00 $1,190.00 $1,150.00
Tax Year 2023 2022 2021 2020
Taxes Billed $44.44 $42.40 $49.56 $45.44
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
7/21/2021 BARGAIN AND SALE DEED 960171 $0
7/20/2021 SPECIAL WARRANTY DEED 960170 $5,344,000
8/28/2015 WARRANTY DEED 867813 $0
1/9/2012 CORRECTION WARRANTY DEED 813271 $0
12/13/2011 WARRANTY DEED 812202 $0
11/12/1998 RIGHT OF WAY 537482 1105-0099 $0
8/26/1983 QUIT CLAIM DEED 345071 0634-0142 $0
Summary
Account R290101
Parcel 216327100008
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 27 Township: 6 Range: 100 N2NE Section: 22 SWSE
Section: 26 NWNW 160 ACRES
Acres 160
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL
PROPERTY)
Square
Feet
0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL
PROPERTY)
Square
Feet
0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
6/14/24, 8:56 AM qPublic.net - Garfield County, CO - Property Record Card: R290101
https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&KeyValue=R290101 1/2
Clickhereto viewProperty RelatedPublic Documents
Nodataavailablefor thefollowingmodules:Buildings,Photos,Sketches.
Property RelatedPublicDocuments
TheGar eld CountyAssessor'sOf cemakeseveryeffortto producethe mostaccurate
information possible.No warranties,expressedorimplied are providedfor the dataherein,its
use orinterpretation.Data issubjecttoconstantchange and its accuracyand completeness
cannotbeguaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastData Upload:6/14/2024,12:13:58 AM
ContactUs Developedby
6/14/24, 8:56 AM qPublic.net - Garfield County, CO - Property Record Card: R290101
https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&KeyValue=R290101 2/2
View Map
MILLS, PAUL H & JULIA L,TRUSTEES OF
THE
24535 OVERLAKE
EL TORO CA 926303639
Assessed Year 2024 2023 2022 2021 2020
Land Actual $170,060.00 $170,060.00 $194,490.00 $194,490.00 $122,320.00
Improvement Actual $0.00 $0.00 $0.00 $0.00 $0.00
Total Actual $170,060.00 $170,060.00 $194,490.00 $194,490.00 $122,320.00
Assessed Year 2024 2023 2022 2021 2020
Land Assessed $44,900.00 $44,900.00 $51,350.00 $56,400.00 $35,470.00
Improvement Assessed $0.00 $0.00 $0.00 $0.00 $0.00
Total Assessed $44,900.00 $44,900.00 $51,350.00 $56,400.00 $35,470.00
Tax Year 2023 2022 2021 2020
Taxes Billed $1,796.88 $2,016.36 $2,349.36 $1,402.08
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
3/9/2011 RIGHT OF WAY 856096 $0
12/17/2003 MEMORANDUM 646332 1560-129 $0
12/17/2003 MEMORANDUM 646331 1560-128 $0
7/26/2002 QUIT CLAIM DEED 607923 1373-850 $0
7/25/2002 STATEMENT OF AUTHORITY 608132 1374-685 $0
7/25/2002 QUIT CLAIM DEED 607679 1372-149 $0
7/25/1995 QUIT CLAIM DEED 481198 0948-0349 $0
4/5/1995 QUIT CLAIM DEED 478113 0940-0828 $0
3/29/1994 PUBLIC TRUSTEES CERT RED 461105 0897-0206 $0
3/24/1994 WARRANTY DEED 460930 0896-0878 $190,000
9/29/1993 PUBLIC TRUSTEES CERT 453122 0877-0033 $0
4/11/1991 PERSONAL REP DEED 433330 0827-0997 $0
11/13/1989 WARRANTY DEED 407416 0767-0053 $350,000
4/8/1974 WARRANTY DEED 262488 0457-0521 $0
Summary
Account R290160
Parcel 216326100007
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 26 Township: 6 Range: 100 SEC. 25 W1/2W1/2NE,
W1/2E1/2W1/2NE, S1/2NW, NWSW SEC. 26 S1/2N1/2, NWSE SEC.
27 SENE 420 ACRES
Acres 420
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Owner
Land
Unit Type MEADOW HAY LAND-AGRICLTRL - 4137 (AGRICULTURAL
PROPERTY)
Square
Feet
0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
6/13/24, 11:02 AM qPublic.net - Garfield County, CO - Property Record Card: R290160
https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&KeyValue=R290160#1/2
Clickhereto viewProperty RelatedPublic Documents
Nodataavailablefor thefollowingmodules:Buildings,Photos,Sketches.
Property RelatedPublicDocuments
TheGar eld CountyAssessor'sOf cemakeseveryeffortto producethe mostaccurate
information possible.No warranties,expressedorimplied are providedfor the dataherein,its
use orinterpretation.Data issubjecttoconstantchange and its accuracyand completeness
cannotbeguaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastData Upload:6/13/2024,12:10:50 AM
ContactUs Developedby
6/13/24, 11:02 AM qPublic.net - Garfield County, CO - Property Record Card: R290160
https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&KeyValue=R290160#2/2
View Map
BUREAUOFLANDMANAGEMENT
2300RIVERFRONTAGEROAD
SILTCO 81652
AssessedYear 2024 2023 2022 2021 2020
LandActual $74,840.00 $74,840.00 $74,840.00 $74,840.00 $74,840.00
ImprovementActual $0.00 $0.00 $0.00 $0.00 $0.00
TotalActual $74,840.00 $74,840.00 $74,840.00 $74,840.00 $74,840.00
AssessedYear 2024 2023 2022 2021 2020
LandAssessed $20,880.00 $20,880.00 $21,700.00 $21,700.00 $21,700.00
ImprovementAssessed $0.00 $0.00 $0.00 $0.00 $0.00
TotalAssessed $20,880.00 $20,880.00 $21,700.00 $21,700.00 $21,700.00
TaxYear 2023 2022 2021 2020
TaxesBilled $0.00 $0.00 $0.00 $0.00
Clickhereto viewthetax informationfor this parcelonthe Gar eldCountyTreasurer's website.
SaleDate DeedType Reception Number Book-Page SalePrice
2/13/2004 RIGHTOF WAY 683810 1733-540 $0
Clickhereto viewProperty RelatedPublic Documents
Nodataavailablefor thefollowingmodules:Buildings,Photos,Sketches.
Summary
Account R290703
Parcel 216315400951
Property
Address
,DEBEQUE,CO 81630
Legal
Description
Section: 15Township:6Range:100 SEC.1:LOTS5(3.37),6(3.94),
7(33.56),8(3.06),9(3.54), 10(34.12),SWSW SEC.2:SESW, S1/2SE
SEC.4:LOTS3(3.60),4(3.63),5(3.67), 6(3.70),E1/2SW,SESEC.5:
LOTS1(3.74),2(3.80), 3(3.84),4(3.90), NWSESEC.6:LO
Acres 12473.389
Land SqFt 0
TaxArea 29
MillLevy 40.0200
Subdivision
Owner
Land
UnitType EXEMPT-FEDERAL-LAND-NONRES- 9119(EXEMPTPROPERTY)
Square Feet 0
ActualValues
AssessedValues
TaxHistory
Transfers
Property RelatedPublicDocuments
TheGar eld CountyAssessor'sOf cemakeseveryeffortto producethe mostaccurate
information possible.No warranties,expressedorimplied are providedfor the dataherein,its
use orinterpretation.Data issubjecttoconstantchange and its accuracyand completeness
cannotbeguaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastData Upload:6/13/2024,12:10:50 AM
ContactUs Developedby
Gar eld County,CO
6/13/24, 11:04 AM qPublic.net - Garfield County, CO - Property Record Card: R290703
https://qpublic.schneidercorp.com/Application.aspx?AppID=1038&LayerID=22381&PageTypeID=4&PageID=9447&KeyValue=R290703 1/1
View Map
W C BRUSH MOUNTAIN LLC
PO BOX 2205
ROCKPORT TX 78381
Tax Year 2024 2023 2022 2021 2020
Actual Value $3,180.00 $3,180.00 $2,670.00 $2,670.00 $3,290.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $840.00 $840.00 $700.00 $780.00 $950.00
Tax Year 2023 2022 2021 2020
Taxes Billed $33.60 $27.48 $32.48 $37.56
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
5/13/2015 Quit Claim Deed 862632 $0
5/13/2015 Special Warranty Deed 862631 $85,000
5/5/2015 Statement Of Authority 862630 $0
4/28/2015 Quit Claim Deed 862014 $0
2/28/2007 WARRANTY DEED 718543 1900-267 $80,000
9/19/2006 SPECIAL WARRANTY DEED 707406 1844-871 $56,000
9/13/2004 SPECIAL WARRANTY DEED 659848 1623-27 $215,000
7/12/2000 SPECIAL WARRANTY DEED 567211 1200-162 $0
5/22/2000 BARGAIN AND SALE DEED 563856 1188-701 $0
5/22/2000 SPECIAL WARRANTY DEED 563855 1188-696 $1,160,000
4/28/2000 POWER OF ATTORNEY 563854 1188-692 $0
12/30/1998 DEED 538012 1106-855 $0
12/30/1997 QUIT CLAIM DEED 519122 1050-0173 $0
12/31/1996 WARRANTY DEED 503076 1005-0487 $950,000
12/31/1996 SPECIAL WARRANTY DEED 503075 1005-0476 $2,430,000
10/6/1952 DEED 180690 0266-0244 $0
Summary
Account R043719
Parcel 216506300031
Property Address , DEBEQUE, CO 81630
Legal Description Section: 6 Township: 6 Range: 99 A PARCEL OF LAND IN TR 111 & TR 112 .
Acres 40.329
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type IRRIGATED LAND-AGRICLTRL. - 4117 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
BEAR PAW OUTFITTERS, INC
2795 COUNTY ROAD 207
DE BEQUE CO 816309726
Tax Year 2024 2023 2022 2021 2020
Actual Value $51,320.00 $51,320.00 $50,050.00 $50,050.00 $48,230.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $13,550.00 $13,550.00 $13,210.00 $14,510.00 $13,990.00
Tax Year 2023 2022 2021 2020
Taxes Billed $542.28 $518.72 $604.40 $553.00
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
6/29/2021 SPECIAL WARRANTY DEED 959791 $0
6/19/2012 CONSERVATION EASEMENT 821456 $0
9/14/2011 AGREEMENT 808115 $0
9/6/2011 QUIT CLAIM DEED 808026 $0
8/31/2011 QUIT CLAIM DEED 808025 $0
7/27/2011 EASEMENT 805984 $0
8/30/2010 WARRANTY DEED 791137 $1,050,000
8/30/2010 EASEMENT 790933 $0
8/8/2007 BARGAIN AND SALE DEED 733728 $0
9/23/2006 SPECIAL WARRANTY DEED 708755 1851-956 $0
9/1/2006 STATEMENT OF AUTHORITY 706688 1842-157 $0
9/1/2006 WARRANTY DEED 706687 1842-155 $2,500,000
2/17/2005 SPECIAL WARRANTY DEED 669208 1665-419 $1,700,000
2/15/2005 STATEMENT OF AUTHORITY 669209 1665-425 $0
5/29/2001 POWER OF ATTORNEY 582136 1258-776 $0
5/4/2001 EASEMENT 580320 1250-702 $0
5/4/2001 POWER OF ATTORNEY 580319 1250-691 $0
Summary
Account R082715
Parcel 216311200013
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 1 Township: 6 Range: 100 NWSW Section: 2 Township: 6 Range: 100 LOTS 5 (3.99
AC) 6 (3.86 AC) 7 (3.84) 8 (3.81) N2S2, SWSW Section: 10 Township: 6 Range: 100 ALL
Section: 11 Township: 6 Range: 100 ALL Section: 12 Township: 6 Range: 100 NW 1695.4 A
Acres 1695.4
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
SaleDate DeedType ReceptionNumber Book-Page SalePrice
5/3/2001 SPECIALWARRANTYDEED 580322 1250-708 $750,000
5/3/2001 SPECIALWARRANTYDEED 580321 1250-706 $0
1/24/2001 EASEMENT 575470 1229-222 $0
5/1/1996 QUITCLAIMDEED 492517 0976-0753 $0
7/2/1991 LETTERS 438809 0841-0313 $0
9/9/1988 QUITCLAIMDEED 395470 0741-0427 $0
12/30/1985 DEEDOFDISTRIBUTION 368281 0682-0477 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
BRACKETT, TODD B & TRACY K
19190 COUNTY ROAD 204
DEBEQUE CO 81630
Tax Year 2024 2023 2022 2021 2020
Actual Value $3,220.00 $3,220.00 $9,260.00 $9,260.00 $85,000.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $850.00 $850.00 $2,440.00 $2,690.00 $24,650.00
Tax Year 2023 2022 2021 2020
Taxes Billed $34.00 $95.80 $112.04 $974.40
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
4/13/2011 RIGHT OF WAY 806117 $0
9/13/1994 PERSONAL REP DEED 468507 0915-0845 $0
8/19/1994 WARRANTY DEED 467938 0914-0536 $1,300
8/17/1994 PERSONAL REP DEED 467939 0914-0537 $1,300
8/12/1994 PERSONAL REP DEED 467941 0914-0539 $1,200
8/12/1994 PERSONAL REP DEED 467940 0914-0538 $1,200
8/11/1994 WARRANTY DEED 467937 0914-0535 $5,000
4/13/1988 LETTERS 391174 0732-0415 $0
2/18/1971 WILL 333919 0611-0560 $0
Summary
Account R290003
Parcel 216325100006
Property Address 0 204 COUNTY RD, DEBEQUE, CO 81630
Legal Description Section: 25 Township: 6 Range: 100 E 20 AC. OF W1/2NE 20 ACRES
Acres 20
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type MEADOW HAY LAND-AGRICLTRL - 4137 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
HIGH LONESOME RANCH LLC
PO BOX 88
DE BEQUE CO 81630
Tax Year 2024 2023 2022 2021 2020
Actual Value $18,080.00 $18,080.00 $18,090.00 $18,090.00 $17,780.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $4,780.00 $4,780.00 $4,780.00 $5,250.00 $5,160.00
Tax Year 2023 2022 2021 2020
Taxes Billed $191.28 $187.68 $218.68 $203.96
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
2/14/2020 BARGAIN AND SALE DEED 935514 $0
12/4/2007 DEED 738901 $0
12/4/2007 WARRANTY DEED 738900 $4,000,000
12/4/2007 DEED 738897 $0
12/4/2007 QUIT CLAIM DEED 738896 $0
12/4/2007 DEED 738894 $0
12/4/2007 AGREEMENT 738893 $0
12/4/2007 STATEMENT OF AUTHORITY 738892 $0
12/4/2007 STATEMENT OF AUTHORITY 738891 $0
Summary
Account R290015
Parcel 241705200001
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Tract: 51 Section: 5 Township: 7 Range: 100 SEC. 31&32-6-100 SEC. 5,6,7&8-7-100, AKA
ADMIRAL, KEWPIE, FINLEY, VEGA, ORION, ODIN, ASGARD, AGADA, CADMUS, LETO,
LODUR, RAVEN 1899 ACRES
Acres 1899
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
SaleDate DeedType ReceptionNumber Book-Page SalePrice
12/4/2007 STATEMENTOFAUTHORITY 738890 $0
12/4/2007 STATEMENTOFAUTHORITY 738889 $0
1/31/1977 WARRANTYDEED 276650 0493-0150 $0
1/14/1977 WARRANTYDEED 276402 0492-0601 $0
12/13/1976 WARRANTYDEED 275888 0491-0342 $0
8/26/1969 DEED 244255 0404-0299 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
HIGH LONESOME RANCH LLC
PO BOX 88
DE BEQUE CO 81630
Tax Year 2024 2023 2022 2021 2020
Actual Value $10,790.00 $10,790.00 $10,550.00 $10,550.00 $10,190.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $2,850.00 $2,850.00 $2,790.00 $3,060.00 $2,960.00
Tax Year 2023 2022 2021 2020
Taxes Billed $114.04 $109.56 $127.48 $117.00
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
2/14/2020 BARGAIN AND SALE DEED 935514 $0
12/7/2007 STATEMENT OF AUTHORITY 738887 $0
12/4/2007 DEED 738901 $0
12/4/2007 WARRANTY DEED 738900 $4,000,000
12/4/2007 DEED 738897 $0
12/4/2007 QUIT CLAIM DEED 738896 $0
12/4/2007 DEED 738894 $0
12/4/2007 AGREEMENT 738893 $0
12/4/2007 STATEMENT OF AUTHORITY 738892 $0
12/4/2007 STATEMENT OF AUTHORITY 738891 $0
12/4/2007 STATEMENT OF AUTHORITY 738890 $0
12/4/2007 STATEMENT OF AUTHORITY 738889 $0
1/31/1977 WARRANTY DEED 276650 0493-0150 $0
1/14/1977 WARRANTY DEED 276402 0492-0601 $0
5/11/1976 WARRANTY DEED 272544 0484-0993 $0
9/30/1941 WARRANTY DEED 144791 0201-0225 $0
Summary
Account R290016
Parcel 216331200010
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 31 Township: 6 Range: 100 SEC. 30 LOTS 7&8 SEC. 31 LOTS 5,6,7,8,9, E1/2W1/2,
NWSE 425.21 ACRES
Acres 425.209
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
HIGH LONESOME RANCH LLC
PO BOX 88
DE BEQUE CO 81630
Tax Year 2024 2023 2022 2021 2020
Actual Value $22,010.00 $22,010.00 $16,250.00 $16,250.00 $15,690.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $5,810.00 $5,810.00 $4,290.00 $4,710.00 $4,550.00
Tax Year 2023 2022 2021 2020
Taxes Billed $186.04 $144.88 $177.36 $161.64
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
2/14/2020 BARGAIN AND SALE DEED 935519 $0
1/1/2011 SPECIAL WARRANTY DEED 800325 $0
3/16/2006 DEED 694070 1780-312 $0
3/13/2006 RESOLUTION 694069 1780-307 $0
7/27/1994 WARRANTY DEED 466718 0911-0278 $894,300
5/2/1980 WARRANTY DEED 303786 0548-0366 $0
Summary
Account R290088
Parcel 216124100005
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 24 Township: 6 Range: 101 NE, NENW, W2NW, W2SW; Section: 23 E2SE, SENE;
Section: 25 W2NW; Section: 26 E2NE; 640 ACRES
Acres 639.999
Land SqFt 0
Tax Area 104
Mill Levy 32.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
MCDONALD, MCCADE C
PO BOX 757
FRUITA CO 81521
Tax Year 2024 2023 2022 2021 2020
Actual Value $27,410.00 $27,410.00 $26,810.00 $26,810.00 $25,880.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $7,240.00 $7,240.00 $7,080.00 $7,770.00 $7,510.00
Tax Year 2023 2022 2021 2020
Taxes Billed $289.76 $278.00 $323.64 $296.88
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
6/15/2020 DEED 938622 $0
6/15/2020 STATEMENT OF AUTHORITY 938621 $0
7/21/2017 STATEMENT OF AUTHORITY 895066 $0
12/30/2016 PERSONAL REP DEED 887362 $0
10/9/2015 LETTERS 887361 $0
8/1/2014 EASEMENT 852067 $0
9/14/2011 AGREEMENT 808115 $0
9/6/2011 QUIT CLAIM DEED 808026 $0
8/31/2011 QUIT CLAIM DEED 808025 $0
8/31/2011 QUIT CLAIM DEED 808024 $0
8/17/2011 QUIT CLAIM DEED 806908 $0
8/17/2011 QUIT CLAIM DEED 806907 $0
2/18/2011 EASEMENT 799045 $0
2/18/2011 EASEMENT 799044 $0
12/23/2009 CONSERVATION EASEMENT 779712 $0
9/23/2003 EASEMENT 638464 1528-782 $0
12/23/1997 WARRANTY DEED 518247 1047-0697 $432,000
5/27/1994 WARRANTY DEED 463889 0904-0122 $10,000
Summary
Account R290090
Parcel 216308100003
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 8 Township: 6 Range: 100 NENW, NE, NESE Section: 4 W2SW Section: 5 E2SE,
SWSE, SW, Section: 9 W2, W2SE, SWNE Section: 16 NENW 1080 ACRES
Acres 1080
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
HYLAND, JOAN & MCDONALD, MCCADE
C
PO BOX 757
FRUITA CO 81521
Tax Year 2024 2023 2022 2021 2020
Actual Value $27,340.00 $27,340.00 $29,650.00 $29,650.00 $21,540.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $7,220.00 $7,220.00 $7,830.00 $8,610.00 $6,240.00
Tax Year 2023 2022 2021 2020
Taxes Billed $288.96 $307.48 $358.64 $246.68
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
4/23/2019 QUIT CLAIM DEED 920096 $0
4/5/2013 QUIT CLAIM DEED 833735 $0
4/5/2013 SPECIAL WARRANTY DEED 833734 $252,600
4/5/2010 STATEMENT OF AUTHORITY 784285 $0
4/1/2010 SPECIAL WARRANTY DEED 784947 $0
8/7/2009 QUIT CLAIM DEED 773981 $0
6/4/2009 POWER OF ATTORNEY 769384 $0
6/30/1994 SPECIAL WARRANTY DEED 493212 0978-0646 $0
5/26/1994 SPECIAL WARRANTY DEED 464310 0905-0248 $100,000
1/4/1990 PERSONAL REP DEED 415339 0785-0346 $0
11/1/1987 QUIT CLAIM DEED 398666 0748-0347 $0
Summary
Account R290095
Parcel 216507400003
Property Address 2130 207 COUNTY RD, DEBEQUE, CO 81630
Legal Description Section: 7 Township: 6 Range: 99 PT OF TR 38 & 39 120 ACRES
Acres 120
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type MEADOW HAY LAND-AGRICLTRL - 4137 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
SaleDate DeedType ReceptionNumber Book- Page SalePrice
11/1/1987 QUITCLAIMDEED 398665 0748-0335 $0
12/30/1985 DEED OFDISTRIBUTION 368284 0682-0484 $0
10/31/1984 SPECIAL WARRANTYDEED 357079 0659-0580 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
SCOTT, MURRILL THOMAS
2795 COUNTY ROAD 207
DE BEQUE CO 81630
Building #1
Units 1
Building Type FARM/RANCH
Abstract Codes / (Property Type)FARM/RANCH RESIDENCE-IMPS-4277 (RESIDENTIAL PROPERTY)
Architectural Style 1-STORY
Stories 1
Frame WOOD FRAME
Actual Year Built 1919
Gross Living Area 1,426
Total Heated SqFt 1,426
Bedrooms 2
Baths 1
Heating Fuel GAS
Heating Type WALL&FLOOR
Air Conditioning NONE
Roof Type GABLE
Roof Cover PRO PANEL
Tax Year 2024 2023 2022 2021 2020
Actual Value $258,130.00 $258,130.00 $144,680.00 $144,680.00 $154,210.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $22,860.00 $22,860.00 $14,940.00 $15,820.00 $16,660.00
Tax Year 2023 2022 2021 2020
Taxes Billed $914.84 $586.64 $659.00 $658.56
Summary
Account R290097
Parcel 216301400001
Property Address 2795 207 COUNTY RD, DEBEQUE, CO 81630
Legal Description Tract: 37 Section: 1 Township: 6 Range: 100 160 ACRES
Acres 160
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Buildings
Actual Values
Assessed Values
Tax History
Gar eld County, CO
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
3/23/2022 PERSONAL REP DEED 972507 $0
3/9/2022 LETTERS 972510 $0
12/11/2021 DEATH CERTIFICATE 972508 $0
9/14/2011 AGREEMENT 808115 $0
9/6/2011 QUIT CLAIM DEED 808026 $0
8/31/2011 QUIT CLAIM DEED 808025 $0
8/30/2010 EASEMENT 790933 $0
12/6/2006 CONSERVATION EASEMENT 713656 1876-626 $0
9/23/2003 EASEMENT 638464 1528-782 $0
8/4/2003 EASEMENT 637514 1523-459 $0
6/19/1997 WARRANTY DEED 509901 1023-0079 $595,000
1/27/1993 QUIT CLAIM DEED 443773 0853-0764 $0
10/2/1972 WARRANTY DEED 255796 0437-0126 $59,000
Click here to view Property Related Public Documents
Transfers
Property Related Public Documents
Photos
Sketches
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
ROAN CREEK DMG INVESTMENT LLC
6561 GUNN HIGHWAY
TAMPA FL 33625
ROAN CREEK GERMANTOWN
INVESTMENT LLC
13701 W JEWELL AVENUE, SUITE 200-28
DENVER CO 80228
Building #1
Units 1
Building Type FARM/RANCH
Abstract Codes / (Property Type)FARM/RANCH RESIDENCE-IMPS-4277 (RESIDENTIAL PROPERTY)
Architectural Style RECREATIONAL CABIN
Stories 1
Frame WOOD FRAME
Actual Year Built 1900
Gross Living Area 744
Total Heated SqFt 744
Bedrooms 1
Baths 0.5
Heating Fuel WOOD
Heating Type WOOD STOVE
Air Conditioning NONE
Roof Type GABLE
Roof Cover WD SHINGLE
Building #2
Building Type FARM/RANCH
Abstract Codes / (Property Type)FARM/RANCH RESIDENCE-IMPS-4277 (RESIDENTIAL PROPERTY)
Architectural Style RECREATIONAL CABIN
Stories 2
Frame WOOD FRAME
Actual Year Built 1975
Gross Living Area 712
Summary
Account R290100
Parcel 216317400004
Property Address 24540 204 COUNTY RD, DEBEQUE, CO 81630
Legal Description Tract: 39 Section: 17 Township: 6 Range: 100 ALSO IN SEC. 20 160 ACRES
Acres 160
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Buildings
Gar eld County, CO
Total Heated SqFt 712
Bedrooms 1
Baths 0
Heating Fuel WOOD
Heating Type WOOD STOVE
Air Conditioning NONE
Roof Type GABLE
Roof Cover CORG METAL
Tax Year 2024 2023 2022 2021 2020
Actual Value $55,170.00 $55,170.00 $77,760.00 $27,890.00 $25,660.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $4,850.00 $4,850.00 $7,390.00 $3,030.00 $2,830.00
Tax Year 2023 2022 2021 2020
Taxes Billed $194.08 $290.20 $126.20 $111.88
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
7/21/2021 BARGAIN AND SALE DEED 960171 $0
7/20/2021 SPECIAL WARRANTY DEED 960170 $5,344,000
8/28/2015 WARRANTY DEED 867813 $0
1/9/2012 CORRECTION WARRANTY DEED 813271 $0
12/13/2011 WARRANTY DEED 812202 $0
8/26/1983 QUIT CLAIM DEED 345071 0634-0142 $0
Click here to view Property Related Public Documents
Actual Values
Assessed Values
Tax History
Transfers
Property Related Public Documents
Photos
Sketches
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
ROAN CREEK DMG INVESTMENT LLC
6561 GUNN HIGHWAY
TAMPA FL 33625
ROAN CREEK GERMANTOWN
INVESTMENT LLC
13701 W JEWELL AVENUE, SUITE 200-28
DENVER CO 80228
Tax Year 2024 2023 2022 2021 2020
Actual Value $4,190.00 $4,190.00 $4,100.00 $4,100.00 $3,950.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $1,110.00 $1,110.00 $1,080.00 $1,190.00 $1,150.00
Tax Year 2023 2022 2021 2020
Taxes Billed $44.44 $42.40 $49.56 $45.44
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
7/21/2021 BARGAIN AND SALE DEED 960171 $0
7/20/2021 SPECIAL WARRANTY DEED 960170 $5,344,000
8/28/2015 WARRANTY DEED 867813 $0
1/9/2012 CORRECTION WARRANTY DEED 813271 $0
12/13/2011 WARRANTY DEED 812202 $0
11/12/1998 RIGHT OF WAY 537482 1105-0099 $0
8/26/1983 QUIT CLAIM DEED 345071 0634-0142 $0
Click here to view Property Related Public Documents
No data available for the following modules: Buildings, Photos, Sketches.
Summary
Account R290101
Parcel 216327100008
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 27 Township: 6 Range: 100 N2NE Section: 22 SWSE Section: 26 NWNW 160
ACRES
Acres 160
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Property Related Public Documents
Gar eld County, CO
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
ViewMap
ROANCREEKDMG INVESTMENTLLC
6561GUNNHIGHWAY
TAMPAFL33625
ROANCREEKGERMANTOWN
INVESTMENTLLC
13701 WJEWELLAVENUE,SUITE200-28
DENVERCO 80228
TaxYear 2024 2023 2022 2021 2020
ActualValue $4,530.00 $4,530.00 $4,410.00 $4,410.00 $4,250.00
TaxYear 2024 2023 2022 2021 2020
AssessedValue $1,200.00 $1,200.00 $1,160.00 $1,280.00 $1,230.00
TaxYear 2023 2022 2021 2020
TaxesBilled $48.04 $45.56 $53.32 $48.64
ClickheretoviewthetaxinformationforthisparcelontheGar eldCountyTreasurer'swebsite.
SaleDate DeedType ReceptionNumber Book-Page SalePrice
7/21/2021 BARGAIN ANDSALEDEED 960171 $0
7/20/2021 SPECIAL WARRANTYDEED 960170 $5,344,000
8/28/2015 WARRANTYDEED 867813 $0
1/9/2012 CORRECTIONWARRANTYDEED 813271 $0
12/13/2011 WARRANTYDEED 812202 $0
8/26/1983 QUITCLAIMDEED 345071 0634-0142 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
Summary
Account R290102
Parcel 216112100004
PropertyAddress ,DEBEQUE,CO 81630
LegalDescription Tract:38Section:12Township:6Range:101ALSO IN6-100149.5 ACRES
Acres 149.5
LandSqFt 0
TaxArea 29
MillLevy 40.0200
Subdivision
Map
Owner
Land
UnitType GRAZINGLAND-AGRICULTURAL-4147(AGRICULTURALPROPERTY)
Square Feet 0
ActualValues
AssessedValues
TaxHistory
Transfers
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
Gar eld County,CO
View Map
ROAN CREEK DMG INVESTMENT LLC
6561 GUNN HIGHWAY
TAMPA FL 33625
ROAN CREEK GERMANTOWN
INVESTMENT LLC
13701 W JEWELL AVENUE, SUITE 200-28
DENVER CO 80228
Tax Year 2024 2023 2022 2021 2020
Actual Value $15,440.00 $15,440.00 $14,990.00 $14,990.00 $14,400.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $4,080.00 $4,080.00 $3,960.00 $4,350.00 $4,180.00
Tax Year 2023 2022 2021 2020
Taxes Billed $163.28 $155.48 $181.20 $165.24
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
7/21/2021 BARGAIN AND SALE DEED 960171 $0
7/20/2021 SPECIAL WARRANTY DEED 960170 $5,344,000
8/28/2015 WARRANTY DEED 867813 $0
1/9/2012 CORRECTION WARRANTY DEED 813271 $0
12/13/2011 WARRANTY DEED 812202 $0
8/26/1983 QUIT CLAIM DEED 345071 0634-0142 $0
Click here to view Property Related Public Documents
No data available for the following modules: Buildings, Photos, Sketches.
Summary
Account R290104
Parcel 216328200009
Property Address , DEBEQUE, CO 81630
Legal Description Section: 28 Township: 6 Range: 100 SEC. 28&29 TRS. 45&46 320 ACRES
Acres 320
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Property Related Public Documents
Gar eld County, CO
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
HENDERSON RIDGE LLC
235 COLUMBUS CANYON ROAD
GRAND JUNCTION CO 81507
Tax Year 2024 2023 2022 2021 2020
Actual Value $21,340.00 $21,340.00 $24,830.00 $24,830.00 $20,120.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $5,630.00 $5,630.00 $6,560.00 $7,200.00 $5,830.00
Tax Year 2023 2022 2021 2020
Taxes Billed $225.32 $257.60 $299.92 $230.44
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
7/18/2023 Amendment Or Amended Document 987811 $0
2/7/2023 Easement Deed/agreement 983322 $0
8/13/2018 SPECIAL WARRANTY DEED 910616 $500,000
8/13/2018 STATEMENT OF AUTHORITY 910615 $0
8/13/2018 STATEMENT OF AUTHORITY 910614 $0
8/17/2011 QUIT CLAIM DEED 806908 $0
7/27/2011 EASEMENT 805984 $0
8/30/2010 EASEMENT 790933 $0
8/8/2007 BARGAIN AND SALE DEED 733728 $0
Summary
Account R290129
Parcel 216303400002
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 3 Township: 6 Range: 100 LOTS 5, 6, 7, 8, S2. Section: 1 NW4SW4. Section: 2 LOTS 5,
6, 7, 8 AND N2S2, SW4SW4. Section: 31 Township: 5 Range: 99 SE4SW4, S2NE4SW4,
S2SE4, S2N2SE4. Section: 32 S2S2, S2N2S2. Section: 33 SW4SW4, SOUTH LATITUDINAL
10 C
Acres 814.76
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
SaleDate DeedType ReceptionNumber Book-Page SalePrice
9/23/2006 SPECIALWARRANTYDEED 708755 1851-956 $0
9/1/2006 STATEMENTOFAUTHORITY 706688 1842-157 $0
9/1/2006 WARRANTYDEED 706687 1842-155 $2,500,000
2/17/2005 SPECIALWARRANTYDEED 669208 1665-419 $1,700,000
2/15/2005 STATEMENTOFAUTHORITY 669209 1665-425 $0
5/29/2001 POWEROFATTORNEY 582136 1258-776 $0
5/4/2001 EASEMENT 580320 1250-702 $0
5/4/2001 POWEROFATTORNEY 580319 1250-691 $0
5/3/2001 SPECIALWARRANTYDEED 580322 1250-708 $750,000
5/3/2001 SPECIALWARRANTYDEED 580321 1250-706 $0
1/24/2001 EASEMENT 575470 1229-222 $0
5/1/1996 QUITCLAIMDEED 492517 0976-0753 $0
7/2/1991 LETTERS 438809 0841-0313 $0
9/9/1988 QUITCLAIMDEED 395470 0741-0427 $0
12/30/1985 DEEDOFDISTRIBUTION 368281 0682-0477 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
MCDONALD, MCCADE C
PO BOX 757
FRUITA CO 81521
Building #1
Units 1
Building Type FARM/RANCH
Abstract Codes / (Property Type)FARM/RANCH RESIDENCE-IMPS-4277 (RESIDENTIAL PROPERTY)
Architectural Style 2-STORY
Stories 1
Frame WOOD FRAME
Actual Year Built 1915
Gross Living Area 1,768
Total Heated SqFt 1,768
Bedrooms 2
Baths 1
Heating Fuel GAS
Heating Type FORCED AIR
Air Conditioning NONE
Roof Type RIDGE FRME
Roof Cover PRO PANEL
Tax Year 2024 2023 2022 2021 2020
Actual Value $324,970.00 $324,970.00 $273,780.00 $273,780.00 $273,650.00
Summary
Account R290136
Parcel 216517300004
Property Address 1702 207 COUNTY RD, DEBEQUE, CO 81630
Legal Description Section: 17 Township: 6 Range: 99 SEC. 17 & 18; TR 48, 49, 51: 360 ACRES
Acres 360
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type IRRIGATED LAND-AGRICLTRL. - 4117 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type MEADOW HAY LAND-AGRICLTRL - 4137 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Buildings
Actual Values
Gar eld County, CO
Tax Year 2024 2023 2022 2021 2020
Assessed Value $26,740.00 $26,740.00 $23,180.00 $24,250.00 $25,050.00
Tax Year 2023 2022 2021 2020
Taxes Billed $1,070.12 $910.20 $1,010.12 $990.20
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
6/15/2020 DEED 938623 $0
6/15/2020 STATEMENT OF AUTHORITY 938621 $0
7/21/2017 STATEMENT OF AUTHORITY 895066 $0
12/30/2016 PERSONAL REP DEED 887363 $0
10/9/2015 LETTERS 887361 $0
5/29/1998 WARRANTY DEED 526013 1070-0289 $325,000
12/18/1996 WARRANTY DEED 502777 1004-0404 $270,000
4/14/1981 QUIT CLAIM DEED 313847 0569-0510 $0
6/14/1980 QUIT CLAIM DEED 305160 0550-0940 $0
1/9/1980 WARRANTY DEED 300972 0542-0446 $0
1/11/1978 AFFIDAVIT 282850 504-892 $0
1/3/1978 WARRANTY DEED 282784 504-764 $0
8/29/1958 WARRANTY DEED 203308 312-160 $0
Click here to view Property Related Public Documents
Assessed Values
Tax History
Transfers
Property Related Public Documents
Photos
Sketches
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
CAERUS PICEANCE LLC
1001 17TH STREET, SUITE 1600
DENVER CO 80202
Tax Year 2024 2023 2022 2021 2020
Actual Value $191,790.00 $191,790.00 $206,290.00 $206,290.00 $835,500.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $50,630.00 $50,630.00 $54,460.00 $59,830.00 $242,300.00
Tax Year 2023 2022 2021 2020
Taxes Billed $2,026.20 $2,138.48 $2,492.20 $9,577.88
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
3/22/2023 STATEMENT OF AUTHORITY 984419 $0
6/10/2021 POWER OF ATTORNEY 958184 $0
6/23/2020 AFFIDAVIT 937175 $0
6/23/2020 AFFIDAVIT 937174 $0
10/18/2019 AGREEMENT 927067 $0
7/25/2017 AFFIDAVIT 895341 $0
7/24/2017 ASSIGNMENT 895338 $0
5/15/2010 PATENT 787329 $0
3/19/2003 CORRECTION WARRANTY DEED 625090 1457-937 $0
Summary
Account R290158
Parcel 241504100001
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 31 Township: 6 Range: 99 NE, E2NW, NESW, N2SE, LOTS 5 -11; Section: 32 N2,
N2S2, LOTS 1 - 4; Section: 33 N2, N2S2, LOTS 1 - 4; Section: 34 NENE, NWNWNE, S2NWNE,
S2NE, NENWNW, S2NWNW, NENW, S2NW, N2S2, LOTS 1 - 4; Section: 35 NE, SENENW,
NWNW, S2N
Acres 10282
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
SaleDate DeedType ReceptionNumber Book- Page SalePrice
5/31/2002 SPECIALWARRANTYDEED 604838 1360-988 $0
12/2/1999 CORRECTIONWARRANTYDEED 557011 1165-963 $0
7/1/1998 SPECIALWARRANTYDEED 552526 1151-704 $0
5/24/1930 PATENT 107179 0160-0438 $0
3/20/1929 PATENT 103920 0160-0219 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
BRACKETT, TODD & TRACY K
19190 COUNTY ROAD 204
DE BEQUE CO 81630
Building #1
Units 1
Building Type FARM/RANCH
Abstract Codes / (Property Type)FARM/RANCH RESIDENCE-IMPS-4277 (RESIDENTIAL PROPERTY)
Architectural Style LOG HOME
Stories 1
Frame WOOD FRAME
Actual Year Built 1887
Gross Living Area 936
Total Heated SqFt 936
Bedrooms 1
Baths 0.75
Heating Fuel GAS
Heating Type WALL&FLOOR
Air Conditioning NONE
Roof Type GABLE
Roof Cover PRO PANEL
Tax Year 2024 2023 2022 2021 2020
Actual Value $132,870.00 $132,870.00 $135,440.00 $135,440.00 $22,650.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $22,140.00 $22,140.00 $19,450.00 $20,950.00 $6,570.00
Summary
Account R290159
Parcel 216325100005
Property
Address
, DEBEQUE, CO 81630
Legal Description Section: 25 Township: 6 Range: 99 ALSO IN 6-100 TR 70A(37.65A) 70B(5.22A)
70C(34.91A
Acres 77.78
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Buildings
Actual Values
Assessed Values
Gar eld County, CO
Tax Year 2023 2022 2021 2020
Taxes Billed $886.04 $763.76 $872.68 $259.72
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
4/13/2011 RIGHT OF WAY 806117 $0
7/25/2002 STATEMENT OF AUTHORITY 608132 1374-685 $0
7/25/2002 GRANT DEED 607677 1372-141 $0
7/25/2002 QUIT CLAIM DEED 607676 1372-140 $0
7/25/2002 WARRANTY DEED 607675 1372-139 $88,700
7/25/2002 CORRECTION QUIT CLAIM 607673 1372-137 $0
7/12/2002 CORRECTION QUIT CLAIM 607674 1372-138 $0
7/25/1995 QUIT CLAIM DEED 0948-0349 $0
4/5/1995 QUIT CLAIM DEED 0940-0828 $0
3/29/1994 PUBLIC TRUSTEES CERT RED 0897-0206 $0
3/24/1994 Deeds 0896-0878 $0
3/24/1994 Deeds 0896-0876 $0
9/29/1993 PUBLIC TRUSTEES CERT 0877-0033 $0
4/11/1991 PERSONAL REP DEED 0827-0997 $0
11/13/1989 Deeds 0767-0053 $0
1/1/1900 Deeds 0457-0521 $0
Click here to view Property Related Public Documents
Tax History
Transfers
Property Related Public Documents
Photos
Sketches
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
MILLS, PAUL H & JULIA L,TRUSTEES OF
THE
24535 OVERLAKE
EL TORO CA 926303639
Tax Year 2024 2023 2022 2021 2020
Actual Value $170,060.00 $170,060.00 $194,490.00 $194,490.00 $122,320.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $44,900.00 $44,900.00 $51,350.00 $56,400.00 $35,470.00
Tax Year 2023 2022 2021 2020
Taxes Billed $1,796.88 $2,016.36 $2,349.36 $1,402.08
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
3/9/2011 RIGHT OF WAY 856096 $0
12/17/2003 MEMORANDUM 646332 1560-129 $0
12/17/2003 MEMORANDUM 646331 1560-128 $0
7/26/2002 QUIT CLAIM DEED 607923 1373-850 $0
7/25/2002 STATEMENT OF AUTHORITY 608132 1374-685 $0
7/25/2002 QUIT CLAIM DEED 607679 1372-149 $0
7/25/1995 QUIT CLAIM DEED 481198 0948-0349 $0
4/5/1995 QUIT CLAIM DEED 478113 0940-0828 $0
3/29/1994 PUBLIC TRUSTEES CERT RED 461105 0897-0206 $0
3/24/1994 WARRANTY DEED 460930 0896-0878 $190,000
9/29/1993 PUBLIC TRUSTEES CERT 453122 0877-0033 $0
4/11/1991 PERSONAL REP DEED 433330 0827-0997 $0
11/13/1989 WARRANTY DEED 407416 0767-0053 $350,000
4/8/1974 WARRANTY DEED 262488 0457-0521 $0
Summary
Account R290160
Parcel 216326100007
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 26 Township: 6 Range: 100 SEC. 25 W1/2W1/2NE, W1/2E1/2W1/2NE, S1/2NW,
NWSW SEC. 26 S1/2N1/2, NWSE SEC. 27 SENE 420 ACRES
Acres 420
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type MEADOW HAY LAND-AGRICLTRL - 4137 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
NOBLE, EDWIN A & PAULINE,TRUSTEES
11407 GREAT MEADOW DRIVE
RESTON VA 201913607
Building #1
Units 1
Building Type FARM/RANCH
Abstract Codes / (Property Type)FARM/RANCH RESIDENCE-IMPS-4277 (RESIDENTIAL PROPERTY)
Architectural Style 2-STORY
Stories 2
Frame WOOD FRAME
Actual Year Built 1931
Basement Area 1,680
Finish Basement Area 1,170
Gross Living Area 3,252
Total Heated SqFt 4,422
Bedrooms 4
Baths 3.5
Heating Fuel ELECTRIC
Heating Type ELEC BS BD
Air Conditioning NONE
Roof Type GAMBREL
Roof Cover COMP SHNGL
Tax Year 2024 2023 2022 2021 2020
Actual Value $522,760.00 $522,760.00 $369,020.00 $369,020.00 $371,280.00
Summary
Account R290169
Parcel 216507100002
Property Address 2755 207 COUNTY RD, DEBEQUE, CO 81630
Legal Description Section: 7 Township: 6 Range: 99 LOT 1, E1/2NW, S1/4NE PT OF TR 38
Acres 196.779
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type IRRIGATED LAND-AGRICLTRL. - 4117 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Buildings
Actual Values
Gar eld County, CO
TaxYear 2024 2023 2022 2021 2020
AssessedValue $45,810.00 $45,810.00 $30,820.00 $32,200.00 $33,800.00
TaxYear 2023 2022 2021 2020
TaxesBilled $1,833.32 $1,210.20 $1,341.28 $1,336.08
ClickheretoviewthetaxinformationforthisparcelontheGar eldCountyTreasurer'swebsite.
SaleDate DeedType ReceptionNumber Book- Page SalePrice
10/25/2000 QUITCLAIMDEED 575801 1230-607 $0
8/23/1993 QUITCLAIMDEED 451646 0873-0245 $0
8/16/1993 DEED 451479 0872-0844 $215,000
8/16/1993 COURTDECREE 451478 0872-0843 $0
12/31/1976 QUITCLAIMDEED 276408 0492-0614 $0
10/6/1973 WARRANTYDEED 260339 450-519 $0
ClickheretoviewProperty Related PublicDocuments
AssessedValues
TaxHistory
Transfers
PropertyRelatedPublic Documents
Photos
Sketches
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
HIGH LONESOME RANCH LLC
PO BOX 88
DE BEQUE CO 81630
Tax Year 2024 2023 2022 2021 2020
Actual Value $124,800.00 $124,800.00 $117,830.00 $117,830.00 $113,730.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $32,950.00 $32,950.00 $31,110.00 $34,170.00 $32,980.00
Tax Year 2023 2022 2021 2020
Taxes Billed $1,318.64 $1,221.60 $1,423.36 $1,303.68
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
2/14/2020 BARGAIN AND SALE DEED 935514 $0
12/7/2007 STATEMENT OF AUTHORITY 738887 $0
12/4/2007 DEED 738901 $0
12/4/2007 WARRANTY DEED 738900 $4,000,000
12/4/2007 DEED 738897 $0
12/4/2007 QUIT CLAIM DEED 738896 $0
12/4/2007 DEED 738894 $0
12/4/2007 AGREEMENT 738893 $0
12/4/2007 STATEMENT OF AUTHORITY 738892 $0
Summary
Account R290170
Parcel 216335100011
Property
Address
, PARACHUTE, CO 81635
Legal
Description
Section: 35 Township: 6 Range: 100 SEC. 28 LOTS 8,9 W1/2SW SEC. 29 LOT 9 E1/2SE,
NWSE SEC 32 LOTS 1,4,5 NENE SEC 33 LOTS 1,2 N1/2NW, LOT 3,4 N1/2NE SEC. 34 LOT 1
NWNW, E1/2NW, NE LOTS 2,3 NESW LOT 5 E1/2SE, NWSE SEC. 35 NW, NE, SW, SE SEC 36
NW LOTS1,2 W1
Acres 4683.29
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Gar eld County, CO
SaleDate DeedType ReceptionNumber Book-Page SalePrice
12/4/2007 STATEMENTOFAUTHORITY 738891 $0
12/4/2007 STATEMENTOFAUTHORITY 738890 $0
12/4/2007 STATEMENTOFAUTHORITY 738889 $0
2/26/1997 WARRANTYDEED 505115 1010-0393 $363,000
10/17/1995 BARGAINANDSALEDEED 484449 0956-0282 $325,000
9/22/1995 COURTDECREE 484450 0956-0286 $0
2/23/1981 PATENT 313362 0568-0489 $0
1/31/1977 WARRANTYDEED 276650 0493-0150 $0
1/14/1977 WARRANTYDEED 276402 0492-0601 $0
12/13/1976 WARRANTYDEED 275888 0491-342 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
View Map
HI-TECH SNYFUELS CORPORATION
110 CREEKWOOD COURT
SOUTHLAKE TX 76092
Tax Year 2024 2023 2022 2021 2020
Actual Value $25,430.00 $25,430.00 $25,140.00 $25,140.00 $24,450.00
Tax Year 2024 2023 2022 2021 2020
Assessed Value $6,720.00 $6,720.00 $6,640.00 $7,290.00 $7,090.00
Tax Year 2023 2022 2021 2020
Taxes Billed $268.92 $260.72 $303.68 $280.28
Click here to view the tax information for this parcel on the Gar eld County Treasurer's website.
Sale Date Deed Type Reception Number Book - Page Sale Price
12/12/2003 AGREEMENT 644440 1553-795 $0
8/21/1987 PATENT 0719-0575 $0
4/1/1987 SPECIAL WARRANTY DEED 0708-0729 $0
11/10/1986 PATENT 0698-0557 $0
Click here to view Property Related Public Documents
Summary
Account R290484
Parcel 216324100012
Property
Address
, DEBEQUE, CO 81630
Legal
Description
Section: 13 Township: 6 Range: 100 LOT 4(33.67AC), SWSE, S2SW. Section: 14 Township: 6
Range: 100 S2S2. Section: 23 Township: 6 Range: 100 N2, N2S2. Section: 24 Township: 6
Range: 100 LOTS 1(33.68AC), 2(33.68AC), 3(33.68AC), W2NE, NW1/4, N2SW, NWSE. Secti
Acres 1748.429
Land SqFt 0
Tax Area 29
Mill Levy 40.0200
Subdivision
Map
Owner
Land
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4147 (AGRICULTURAL PROPERTY)
Square Feet 0
Unit Type GRAZING LAND-AGRICULTURAL - 4167 (AGRICULTURAL PROPERTY)
Square Feet 0
Actual Values
Assessed Values
Tax History
Transfers
Property Related Public Documents
Gar eld County, CO
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
ViewMap
BUREAUOFLANDMANAGEMENT
2300RIVERFRONTAGEROAD
SILTCO 81652
TaxYear 2024 2023 2022 2021 2020
ActualValue $6,970.00 $6,970.00 $6,970.00 $6,970.00 $6,970.00
TaxYear 2024 2023 2022 2021 2020
AssessedValue $1,940.00 $1,940.00 $2,020.00 $2,020.00 $2,020.00
TaxYear 2023 2022 2021 2020
TaxesBilled $0.00 $0.00 $0.00 $0.00
ClickheretoviewthetaxinformationforthisparcelontheGar eldCountyTreasurer'swebsite.
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Transfers,Photos,Sketches.
Summary
Account R290678
Parcel 214131100961
Property
Address
,DEBEQUE,CO 81630
Legal
Description
Section:30Township:5Range:99LOTS7(46.06),8(46.17),12(25.97),13(8.95),15(8.95),
16(22.60),17(29.51),18(29.46),SESW,SWSE.Section:31Township:5Range:99LOTS
5(46.17),6(46.06),7(45.96),8(45.85),NE,E1/2NE,N1/2N1/2SW.Se
Acres 1162.329
LandSqFt 0
TaxArea 29
MillLevy 40.0200
Subdivision
Map
Owner
Land
UnitType EXEMPT-FEDERAL-LAND-NONRES-9119(EXEMPTPROPERTY)
Square Feet 0
ActualValues
AssessedValues
TaxHistory
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
Gar eld County,CO
ViewMap
BUREAUOFLANDMANAGEMENT
2300RIVERFRONTAGEROAD
SILTCO 81652
TaxYear 2024 2023 2022 2021 2020
ActualValue $1,260.00 $1,260.00 $1,260.00 $1,260.00 $1,260.00
TaxYear 2024 2023 2022 2021 2020
AssessedValue $350.00 $350.00 $370.00 $370.00 $370.00
TaxYear 2023 2022 2021 2020
TaxesBilled $0.00 $0.00 $0.00 $0.00
ClickheretoviewthetaxinformationforthisparcelontheGar eldCountyTreasurer'swebsite.
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Transfers,Photos,Sketches.
Summary
Account R290679
Parcel 214133400962
Property
Address
,DEBEQUE,CO 81630
Legal
Description
Section:33Township:5Range:99SEC.33:LOTS5(39.74AC),6(30.72AC),12(5.13AC),
14(28.42AC),SESW.PARTOFLOT20(28.22AC),LOT16(6.63AC) SEC.34:LOT
11(30.40AC),TOTAL:209.26AC.
Acres 209.259
LandSqFt 0
TaxArea 29
MillLevy 40.0200
Subdivision
Map
Owner
Land
UnitType EXEMPT-FEDERAL-LAND-NONRES-9119(EXEMPTPROPERTY)
Square Feet 0
ActualValues
AssessedValues
TaxHistory
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
Gar eld County,CO
ViewMap
BUREAUOFLANDMANAGEMENT
2300RIVERFRONTAGEROAD
SILTCO 81652
TaxYear 2024 2023 2022 2021 2020
ActualValue $15,190.00 $15,190.00 $15,190.00 $15,190.00 $15,190.00
TaxYear 2024 2023 2022 2021 2020
AssessedValue $4,240.00 $4,240.00 $4,410.00 $4,410.00 $4,410.00
TaxYear 2023 2022 2021 2020
TaxesBilled $0.00 $0.00 $0.00 $0.00
ClickheretoviewthetaxinformationforthisparcelontheGar eldCountyTreasurer'swebsite.
SaleDate DeedType ReceptionNumber Book-Page SalePrice
2/13/2004 RIGHTOFWAY 683810 1733-540 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
Summary
Account R290686
Parcel 216519100956
Property
Address
,DEBEQUE,CO 81630
Legal
Description
Section:7Township:6Range:99LOTS8 (3.35),9 (37.50),10(3.64),11(2.97),14(32.68),
15(44.16),16 (44.23),17(32.68),E1/2 SW.Section:17Township:6Range:99LOTS3
(2.98),7 (32.75),8(33.42),9(2.98).Section:18Township:6
Acres 2531.83
LandSqFt 0
TaxArea 29
MillLevy 40.0200
Subdivision
Map
Owner
Land
UnitType EXEMPT-FEDERAL-LAND-NONRES-9119(EXEMPTPROPERTY)
Square Feet 0
ActualValues
AssessedValues
TaxHistory
Transfers
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
Gar eld County,CO
ViewMap
BUREAUOFLANDMANAGEMENT
2300RIVERFRONTAGEROAD
SILTCO 81652
TaxYear 2024 2023 2022 2021 2020
ActualValue $15,970.00 $15,970.00 $15,970.00 $15,970.00 $15,970.00
TaxYear 2024 2023 2022 2021 2020
AssessedValue $4,460.00 $4,460.00 $4,630.00 $4,630.00 $4,630.00
TaxYear 2023 2022 2021 2020
TaxesBilled $0.00 $0.00 $0.00 $0.00
ClickheretoviewthetaxinformationforthisparcelontheGar eldCountyTreasurer'swebsite.
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Transfers,Photos,Sketches.
Summary
Account R290702
Parcel 214335300954
Property
Address
,DEBEQUE,CO 81630
Legal
Description
Section:24Township:5Range:100W1/2E1/2SENE,E1/2SESENE,SENESENE,
E1/2W1/2SENE,E1/2SWNENE,W1/2SENENE,SW
NENENE,SENWNENE,W1/2W1/2SWNW,W1/2
SWNWNW,SWNWNWNW,NWNWNWSW,E1/2SE
SW,E1/2W1/2SESW,S1/2NENESW,SENWNESW,
SENESW,E1/2SWNESW,SWSE,S1/2NWSE,S1/2N1/2NWSE
Acres 2661.76
LandSqFt 0
TaxArea 29
MillLevy 40.0200
Subdivision
Map
Owner
Land
UnitType EXEMPT-FEDERAL-LAND-NONRES-9119(EXEMPTPROPERTY)
Square Feet 0
ActualValues
AssessedValues
TaxHistory
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
Gar eld County,CO
ViewMap
BUREAUOFLANDMANAGEMENT
2300RIVERFRONTAGEROAD
SILTCO 81652
TaxYear 2024 2023 2022 2021 2020
ActualValue $74,840.00 $74,840.00 $74,840.00 $74,840.00 $74,840.00
TaxYear 2024 2023 2022 2021 2020
AssessedValue $20,880.00 $20,880.00 $21,700.00 $21,700.00 $21,700.00
TaxYear 2023 2022 2021 2020
TaxesBilled $0.00 $0.00 $0.00 $0.00
ClickheretoviewthetaxinformationforthisparcelontheGar eldCountyTreasurer'swebsite.
SaleDate DeedType ReceptionNumber Book-Page SalePrice
2/13/2004 RIGHTOFWAY 683810 1733-540 $0
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Photos,Sketches.
Summary
Account R290703
Parcel 216315400951
Property
Address
,DEBEQUE,CO 81630
Legal
Description
Section:15Township:6Range:100SEC.1:LOTS5(3.37),6(3.94),7(33.56),8(3.06),9(3.54),
10(34.12),SWSWSEC.2:SESW,S1/2SESEC.4:LOTS3(3.60),4(3.63),5(3.67),6(3.70),
E1/2SW, SESEC.5:LOTS1(3.74),2(3.80),3(3.84),4(3.90),NWSESEC.6:LO
Acres 12473.389
LandSqFt 0
TaxArea 29
MillLevy 40.0200
Subdivision
Map
Owner
Land
UnitType EXEMPT-FEDERAL-LAND-NONRES-9119(EXEMPTPROPERTY)
Square Feet 0
ActualValues
AssessedValues
TaxHistory
Transfers
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
Gar eld County,CO
ViewMap
BUREAUOFLANDMANAGEMENT
2300RIVERFRONTAGEROAD
SILTCO 81652
TaxYear 2024 2023 2022 2021 2020
ActualValue $48,810.00 $48,810.00 $48,810.00 $48,810.00 $48,810.00
TaxYear 2024 2023 2022 2021 2020
AssessedValue $13,620.00 $13,620.00 $14,150.00 $14,150.00 $14,150.00
TaxYear 2023 2022 2021 2020
TaxesBilled $0.00 $0.00 $0.00 $0.00
ClickheretoviewthetaxinformationforthisparcelontheGar eldCountyTreasurer'swebsite.
ClickheretoviewProperty Related PublicDocuments
Nodataavailableforthefollowingmodules:Buildings,Transfers,Photos,Sketches.
Summary
Account R290708
Parcel 216123300952
Property
Address
,DEBEQUE,CO 81630
Legal
Description
Quarter:SWSection:23Township:6Range:101NENE,W1/2E1/2 ,W1/2.Section:2
Township:6Range:101 S1/2SW,LOTS1(0.87),2(3.56),4(35.20),5)12.64),6(7.90),
7(20.54),8(35.18).Section:3Township:6 Range:101SWSWSection:10Township:6
Acres 8134.529
LandSqFt 0
TaxArea 29
MillLevy 40.0200
Subdivision
Map
Owner
Land
UnitType EXEMPT-FEDERAL-LAND-NONRES-9119(EXEMPTPROPERTY)
Square Feet 0
ActualValues
AssessedValues
TaxHistory
PropertyRelatedPublic Documents
The Gar eldCountyAssessor's Of ce makeseveryeffortto produce themost accurateinformationpossible.Nowarranties,
expressedorimpliedareprovided forthe dataherein,itsuseorinterpretation.Datais subject to constant change andits
accuracy and completenesscannot be guaranteed.
|UserPrivacyPolicy |GDPR PrivacyNotice
LastDataUpload:9/26/2024,12:32:36AM
ContactUs Developedby
Gar eld County,CO
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
A.5 Research of Mineral Right Owners on
Subject Property
Wright Water Engineers, Inc., 818 Colorado Ave., Ste. 307, Glenwood Springs, CO 81601
Tel. (970) 945-7755; Fax. (970) 945-9210, e-mail:sschreiber@wrightwater.com
MEMORANDUM
To: Jim Yellico, Assessor
Garfield County, CO
Via Email: jyellico@garfield-county.com
From: Wright Water Engineers, Inc.
Scott Schreiber, P.E., CFM
Jonah Howe, P.E.
Date: September 26, 2024
Re: Roan Creek Fish Barrier Project Mineral Rights Owner Research
Wright Water Engineers, Inc. (WWE) is pleased to provide this memorandum detailing the research
completed to date regarding potential mineral rights owners on the properties affected by the Roan
Creek Fish Barrier Project (Project). The Project includes proposed improvements to the Simmons
No. 1 Ditch diversion structure and installation of pipe along a portion of the existing ditch alignment
downstream of the headgate. The Simmons No. 1 Ditch is located along Roan Creek, approximately
23 miles northwest of De Beque, Colorado, and work associated with the Project will take place on
the following Garfield County (County) parcels:
216327100008 (Owner: Roan Creek DMG Investment LLC)
216315400951 (Owner: Bureau of Land Management)
WWE began research by pulling the property record cards (PRC) from the County Assessors
website, and looking into associated transfer documents associated with each property (i.e., bargain
and sale deeds, special warranty deeds, etc.). However, the Countys Recorder website does not allow
non-registered users to access detailed information regarding these real property transfers and WWE
was unable to locate any information related to mineral rights associated with each property (severed
or otherwise).
Based on email correspondence with Casey Lawrence (County GIS Lead Analyst) on June 17, 2024,
the Assessors office does not have any active schedules for severed minerals on these properties.
However, he indicated that there may still be severed mineral rights owned on these properties, but
that the potential owners may not have fulfilled the requirements of the Assessors office to place
these interests on the assessment rolls. The email correspondence with Casey Lawrence is included
with this letter as Attachment A.
As a result, WWE has been coordinating with the owners of the affected properties, listed above, to
determine if any severed mineral rights exist on their respective properties. Attachment B includes
the signed Certification of Mineral Owner Research (certification) for the Roan Creek DMG
Investment, LLC parcel, and the certification which was sent to the BLM for review.
Memorandum to Jim Yellico
September 26, 2024
Page 2
WWE will update the County with further information if it is made available to us.
Please reach out with any questions regarding this memorandum.
9/26/2024 10:11 AM
Attachments:
Attachment A Email RE: Roan Creek Fish Barrier Project Mineral Rights Owners
Attachment B Certification of Mineral Owner Research
cc: Paula Stepp (Middle Colorado Watershed Council), AJ DeMoya (Roan Creek DMG
Investment LLC), Tony DeMoya (Roan Creek DMG Investment LLC), Roy Smith (Bureau
of Land Management)
\\WWE-GWS\project files\WWE\181-047\010\Engr\Floodplain Report\Mineral Rights Memo\Roan Creek - Mineral Rights Research Memo.docx
1
Jonah Howe
From:Casey Lawrence <clawrence@garfield-county.com>
Sent:Monday, June 17, 2024 11:30 AM
To:Jonah Howe
Subject:RE: Roan Creek Fish Barrier Project - Mineral Rights Owners
Youre most welcome Jonah, thank you for providing those account/parcel nos.
Unfortunately, we dont have any active schedules for severed minerals in that township/range (T6S, R100W). That
doesnt mean mineral rights arent owned in that area but does indicate that, whomever the mineral owners may
be, they havent fullled the requirements our o ice has to place their interest on the assessment rolls where we
value/track ownership of the mineral interest.
Id be happy to further explain this and advise you of your next steps for researching the mineral ownership if youd
like to give me a call when you have time to discuss. Ill be out of the o ice from 12-1 p.m. for lunch, but other than
that Ill be in all day today and tomorrow and am happy to discuss.
Thanks Jonah, Ill look forward to speaking with you soon.
Very Best,
Casey D. Lawrence
GIS Lead Analyst
Garfield County Assessors Office
970-945-1377 ext. 2525
970-945-3953 Fax
clawrence@garfield-county.com
From: Jonah Howe <jhowe@wrightwater.com>
Sent: Monday, June 17, 2024 10:49 AM
To: Casey Lawrence <clawrence@garfield-county.com>
Cc: Scott Schreiber <sschreiber@wrightwater.com>
Subject: RE: Roan Creek Fish Barrier Project - Mineral Rights Owners
Casey,
Thanks for your help on this! The parcel numbers are listed below:
216327100008 (Owner: Roan Creek DMG Investment LLC)
216315400951 (Owner: Bureau of Land Management)
Best,
Jonah
____________________________
JONAH HOWE, P.E.
Water Resources Engineer
Pronouns: He/Him (Learn more about pronouns)
ATTACHMENT A
2
Wright Water Engineers, Inc.
Office: 970.945.7755 | Cell: 970.261.7418
818 Colorado Ave., Ste. 307 | Glenwood Springs, CO 81601
wrightwater.com | LinkedIn | Twitter | Facebook | Instagram
I am working remotely in Grand Junction please call my cell phone!
BY RECEIVING THIS ELECTRONIC INFORMATION, including all attachments, the receiver agrees that this data may not be modified or transferred to any other party without the prior written consent of Wright
Water Engineers; that this electronic information may not necessarily represent the information shown on the recorded or approved final developments and/or documents; and that the receiver is responsible for
verifying the information contained within the electronic data against the recorded or approved final documents. This privileged and confidential information is intended only for the use of the addressee(s) named
above. Anyone who receives this communication in error should notify us immediately by reply e-mail.
From: Casey Lawrence <clawrence@garfield-county.com>
Sent: Monday, June 17, 2024 10:35 AM
To: Jonah Howe <jhowe@wrightwater.com>
Subject: FW: Roan Creek Fish Barrier Project - Mineral Rights Owners
Good Morning Jonah,
Juby forwarded me your email and I wanted to reach out to see if I could be of help. If you could please reply to this
email with a list of the schedule numbers of the properties within your project area, Ill be happy to see if we have
any active schedules for severed mineral ownership in that area.
Thank you Jonah, please feel free to give me a call if you have any questions or wish to discuss.
Very Best,
Casey D. Lawrence
GIS Lead Analyst
Garfield County Assessors Office
970-945-1377 ext. 2525
970-945-3953 Fax
clawrence@garfield-county.com
From: Juby Cumming <jcumming@garfield-county.com >
Sent: Monday, June 17, 2024 9:58 AM
To: Casey Lawrence <clawrence@garfield-county.com>
Subject: FW: Roan Creek Fish Barrier Project - Mineral Rights Owners
Is this something you can help with?
Juby Cumming
Chief Deputy Assessor
Garfield County Assessor Office
109 8th St. #207
Glenwood Springs, CO 81601
970-945-1377 ext. 2445
970-945-3953 (fax)
From: Jonah Howe <jhowe@wrightwater.com>
Sent: Friday, June 14, 2024 10:15 AM
To: Jim Yellico <jyellico@garfield-county.com>; Juby Cumming <jcumming@garfield-county.com>
3
Cc: Scott Schreiber <sschreiber@wrightwater.com>
Subject: Roan Creek Fish Barrier Project - Mineral Rights Owners
Jim and Juby,
I hope you both are well! I am helping Sco Schreiber (ccd here) on the development of a oodplain development
report for the Roan Creek Fish Barrier Project, located approximately 23 miles northwest of De Beque. The goal of the
project is to rehabilitate an exis ng irriga on diversion structure and construct a sh barrier to create an area of safe
refuge for reestablishment of na ve Colorado Cu hroat Trout.
As part of the oodplain development report, we are searching for informa on for mineral rights owners on the a ected
proper es in accordance with the county land use code. I have a ached an example form excerpted from the East
Divide Creek Floodplain Development Report, prepared by Sco in November 2019. We a empted to look for
informa on on poten al mineral rights owners using the property record cards (i.e., deeds, warran es, etc.) for the
a ected proper es but were unable to nd anything. Is there another place we should be looking?
As a note, we are coordina ng with the property owners to determine if they were conveyed any mineral rights in prior
sales but wanted to check in with you if there was a publicly accessible loca on where we could locate these as well.
Please reach out with any ques ons, my cell phone is below if you prefer.
Thanks,
Jonah
____________________________
JONAH HOWE, P.E.
Water Resources Engineer
Pronouns: He/Him (Learn more about pronouns)
Wright Water Engineers, Inc.
Office: 970.945.7755 | Cell: 970.261.7418
818 Colorado Ave., Ste. 307 | Glenwood Springs, CO 81601
wrightwater.com | LinkedIn | Twitter | Facebook | Instagram
I am working remotely in Grand Junction please call my cell phone!
BY RECEIVING THIS ELECTRONIC INFORMATION, including all attachments, the receiver agrees that this data may not be modified or transferred to any other party without the prior written consent of Wright
Water Engineers; that this electronic information may not necessarily represent the information shown on the recorded or approved final developments and/or documents; and that the receiver is responsible for
verifying the information contained within the electronic data against the recorded or approved final documents. This privileged and confidential information is intended only for the use of the addressee(s) named
above. Anyone who receives this communication in error should notify us immediately by reply e-mail.
Some people who received this message don't often get email from jhowe@wrightwater.com. Learn why this is important
5
x
Roan Creek DMG Investment LLC
Parcel No. 216327100008
ATTACHMENT B
24535 Overlake, El Toro, CA 92630-3639
08/09/2024
5
x
Bureau of Land Management (Property Owner)
Parcel No. 216315400951
(Please fill out)
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
B Vicinity Map
Path: \\WWE-GWS\project files\WWE\181-047\010\GIS\01_Project\01_Project.aprx
ROAN CREEK FISH BARRIER
LOCATION AND VICINITY MAP
MIDDLE COLORADO WATERSHED COUNCIL
GARFIELD COUNTY, COLORADO
SECTION 26, TOWNSHIP 6 SOUTH, RANGE 100 WEST
0 6030
Feet
PROJECT NO
181-047.010 FIGURE
1
000000000000000000000000000000000000 6060606060606060606066660603030303030303333330303030303033303303030330333330333033003030300333333
FeeFeeFeeFeeFeeFeeFeeFeeFeeeeeeeeFeeFeeeFeeFeeeeeeeFeeeeeeeeFeeeeeeeFeeFeeFeeFFFeeeeFFFeettttttttttttttt
R
o
a
n
C
r
e
e
k
County Ro a d 2 0 4
RoanCreek
C
ounty
R
oad
204
Colorado
Denver
Roan Creek Fish Barrier
Limits of Disturbance
Legend
Roan Creek Fish Barrier
Road Creek Na onal Hydrography Dataset
Roan Creek Parcels
Limits Of Disturbance
Roan Creek (NHD)
Project Vicinity
0 250 500125
Feet
PARCEL #:216315400951
OWNER: BUREAU OF LAND MANAGEMENT
PARCEL #:216327100008
OWNER: ROAN CREEK DMG
INVESTMENTS LLC
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
C Site Plan
TI
T
L
E
S
H
E
E
T
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
TS
0
1
GA
R
F
I
E
L
D
C
O
U
N
T
Y
,
C
O
L
O
R
A
D
O
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
PE
R
M
I
T
S
E
T
PR
O
J
E
C
T
LO
C
A
T
I
O
N
25
,
0
0
0
5
0
,
0
0
0
F
T
25
,
0
0
0
0PR
O
J
E
C
T
L
O
C
A
T
I
O
N
CO
N
T
A
C
T
S
SH
E
E
T
I
N
D
E
X
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:25:18 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\TS-GN.DWG-TS01 TITLE SHEET
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
OW
N
E
R
:
MI
D
D
L
E
C
O
L
O
R
A
D
O
W
A
T
E
R
S
H
E
D
C
O
U
N
C
I
L
20
0
L
I
O
N
S
P
A
R
K
C
I
R
C
L
E
RI
F
L
E
,
C
O
8
1
6
5
0
EN
G
I
N
E
E
R
:
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
81
8
C
O
L
O
R
A
D
O
A
V
E
N
U
E
,
S
U
I
T
E
3
0
7
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
1
ST
R
U
C
T
U
R
A
L
/
G
E
O
T
E
C
H
N
I
C
A
L
E
N
G
I
N
E
E
R
GE
I
,
I
N
C
.
46
0
1
D
T
C
B
O
U
L
E
V
A
R
D
,
S
U
I
T
E
9
0
0
DE
N
V
E
R
,
C
O
8
0
2
3
7
SU
R
V
E
Y
BO
O
K
C
L
I
F
F
S
U
R
V
E
Y
S
E
R
V
I
C
E
S
,
I
N
C
.
13
6
E
A
S
T
3
R
D
S
T
R
E
E
T
RI
F
L
E
,
C
O
8
1
6
5
0
CO
N
T
A
C
T
:
K
A
T
E
C
O
L
L
I
N
S
EX
E
C
U
T
I
V
E
D
I
R
E
C
T
O
R
97
0
-
6
2
5
-
1
8
2
9
O
F
F
I
C
E
CO
N
T
A
C
T
:
S
C
O
T
T
S
C
H
R
E
I
B
E
R
,
P
.
E
.
42
3
-
9
4
3
-
7
5
0
0
C
E
L
L
97
0
-
9
4
5
-
7
7
5
5
O
F
F
I
C
E
ST
R
U
C
T
U
R
A
L
C
O
N
T
A
C
T
:
M
A
R
G
A
R
E
T
P
R
O
V
E
N
C
H
E
R
,
P
.
E
.
30
3
-
2
6
4
-
1
0
3
8
O
F
F
I
C
E
GE
O
T
E
C
H
N
I
C
A
L
C
O
N
T
A
C
T
:
A
N
D
R
E
W
L
O
C
K
M
A
N
,
P
.
G
.
30
3
-
2
6
4
-
1
0
9
6
O
F
F
I
C
E
CO
N
T
A
C
T
:
W
A
Y
N
E
K
I
R
K
P
A
T
R
I
C
K
97
0
-
6
2
5
-
1
3
3
0
O
F
F
I
C
E
97
0
-
6
2
5
-
2
7
2
0
D
I
R
E
C
T
1.
T
H
E
S
E
P
L
A
N
S
C
O
N
S
T
I
T
U
T
E
9
0
%
D
E
S
I
G
N
S
.
M
I
N
O
R
U
P
D
A
T
E
S
T
O
T
H
E
D
R
A
W
I
N
G
S
W
I
L
L
B
E
D
E
V
E
L
O
P
E
D
WI
T
H
I
N
P
U
T
F
R
O
M
T
H
E
C
O
N
T
R
A
C
T
O
R
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
U
P
D
A
T
E
S
W
I
L
L
I
N
C
L
U
D
E
M
I
N
O
R
RE
V
I
S
I
O
N
T
O
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
A
N
D
J
O
I
N
T
S
T
O
A
L
L
O
W
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
E
F
F
I
C
I
E
N
C
I
E
S
.
2.
T
H
E
O
V
E
R
A
L
L
I
N
T
E
N
T
O
F
T
H
E
P
R
O
J
E
C
T
I
S
T
O
C
O
N
S
T
R
U
C
T
A
F
I
S
H
B
A
R
R
I
E
R
T
O
P
R
E
V
E
N
T
T
H
E
UP
S
T
R
E
A
M
M
O
V
E
M
E
N
T
O
F
I
N
V
A
S
I
V
E
S
P
E
C
I
E
S
T
O
P
R
O
T
E
C
T
N
A
T
I
V
E
C
O
L
O
R
A
D
O
R
I
V
E
R
C
U
T
T
H
R
O
A
T
TR
O
U
T
,
B
L
U
E
H
E
A
D
S
U
C
K
E
R
,
P
A
I
U
T
E
S
C
U
L
P
I
N
,
A
N
D
S
P
E
C
K
L
E
D
D
A
C
E
P
O
P
U
L
A
T
I
O
N
S
.
A
D
D
I
T
I
O
N
A
L
L
Y
,
TH
E
P
R
O
J
E
C
T
I
N
C
L
U
D
E
S
I
N
S
T
A
L
L
A
T
I
O
N
O
F
A
N
E
W
1
2
-
I
N
C
H
P
A
R
S
H
A
L
L
F
L
U
M
E
A
N
D
A
P
P
R
O
X
I
M
A
T
E
L
Y
6
5
0
LF
O
F
P
I
P
I
N
G
D
O
W
N
S
T
R
E
A
M
O
F
T
H
E
D
I
V
E
R
S
I
O
N
.
3.
T
H
E
P
R
O
J
E
C
T
I
S
L
O
C
A
T
E
D
O
N
T
H
E
M
A
I
N
S
T
E
M
R
O
A
N
C
R
E
E
K
(
A
T
R
I
B
U
T
A
R
Y
T
O
T
H
E
C
O
L
O
R
A
D
O
R
I
V
E
R
)
IN
G
A
R
F
I
E
L
D
C
O
U
N
T
Y
,
A
P
P
R
O
X
I
M
A
T
E
L
Y
1
8
M
I
L
E
S
N
O
R
T
H
W
E
S
T
O
F
D
E
B
E
Q
U
E
,
C
O
L
O
R
A
D
O
O
N
C
O
U
N
T
Y
RO
A
D
2
0
4
.
4.
T
H
E
D
I
V
E
R
S
I
O
N
I
M
P
R
O
V
E
M
E
N
T
S
P
O
R
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
I
S
L
O
C
A
T
E
D
O
N
P
R
I
V
A
T
E
L
A
N
D
A
N
D
I
S
T
H
E
SI
T
E
O
F
A
N
E
X
I
S
T
I
N
G
D
I
V
E
R
S
I
O
N
S
T
R
U
C
T
U
R
E
,
(
S
I
M
M
O
N
S
N
O
.
1
D
I
T
C
H
)
.
T
H
E
D
O
W
N
S
T
R
E
A
M
D
I
T
C
H
PI
P
I
N
G
I
M
P
R
O
V
E
M
E
N
T
S
P
O
R
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
I
S
L
O
C
A
T
E
D
O
N
T
H
E
S
A
M
E
P
R
I
V
A
T
E
P
A
R
C
E
L
A
N
D
A
PO
R
T
I
O
N
O
F
P
U
B
L
I
C
L
A
N
D
O
W
N
E
D
B
Y
T
H
E
U
N
I
T
E
D
S
T
A
T
E
S
B
U
R
E
A
U
O
F
L
A
N
D
M
A
N
A
G
E
M
E
N
T
.
CO
O
R
D
I
N
A
T
I
O
N
W
I
T
H
T
H
E
P
R
I
V
A
T
E
L
A
N
D
O
W
N
E
R
,
D
I
T
C
H
O
P
E
R
A
T
O
R
,
A
N
D
T
H
E
B
U
R
E
A
U
O
F
L
A
N
D
MA
N
A
G
E
M
E
N
T
W
I
L
L
B
E
R
E
Q
U
I
R
E
D
.
5.
T
H
E
P
R
O
J
E
C
T
W
I
L
L
I
N
C
L
U
D
E
A
L
A
R
G
E
R
E
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
B
A
R
R
I
E
R
D
R
O
P
S
T
R
U
C
T
U
R
E
,
IM
P
R
O
V
E
M
E
N
T
S
T
O
T
H
E
E
X
I
S
T
I
N
G
D
I
V
E
R
S
I
O
N
,
A
N
D
U
P
-
A
N
D
D
O
W
N
S
T
R
E
A
M
S
T
R
E
A
M
S
T
A
B
I
L
I
Z
A
T
I
O
N
,
IN
C
L
U
D
I
N
G
R
E
V
E
G
E
T
A
T
I
O
N
O
F
A
L
L
D
I
S
T
U
R
B
E
D
A
R
E
A
S
.
6.
T
H
E
C
O
N
C
R
E
T
E
B
A
R
R
I
E
R
S
T
R
U
C
T
U
R
E
I
S
L
O
C
A
T
E
D
I
N
A
N
A
R
E
A
T
H
A
T
I
N
C
L
U
D
E
S
B
E
D
R
O
C
K
A
L
O
N
G
T
H
E
RI
G
H
T
B
A
N
K
A
N
D
A
L
L
U
V
I
U
M
O
N
T
H
E
L
E
F
T
B
A
N
K
.
T
H
E
B
E
D
R
O
C
K
I
S
E
R
O
D
I
B
L
E
A
N
D
R
O
C
K
F
A
L
L
S
A
R
E
CO
M
M
O
N
A
L
O
N
G
T
H
E
E
X
P
O
S
E
D
R
O
C
K
U
P
G
R
A
D
I
E
N
T
O
F
B
A
R
R
I
E
R
.
7.
T
H
E
P
R
O
J
E
C
T
W
I
L
L
U
T
I
L
I
Z
E
M
O
D
I
F
I
C
A
T
I
O
N
S
T
O
T
H
E
M
I
L
E
H
I
G
H
F
L
O
O
D
D
I
S
T
R
I
C
T
(
M
H
F
D
)
A
N
D
CO
L
O
R
A
D
O
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
(
C
D
O
T
)
S
P
E
C
I
F
I
C
A
T
I
O
N
S
S
U
P
P
L
E
M
E
N
T
E
D
A
N
D
SU
P
E
R
C
E
D
E
D
W
I
T
H
N
O
T
E
S
A
N
D
D
E
T
A
I
L
S
O
N
P
L
A
N
S
H
E
E
T
S
.
I
N
S
U
M
M
A
R
Y
M
I
L
E
H
I
G
H
F
L
O
O
D
D
I
S
T
R
I
C
T
SP
E
C
I
F
I
C
A
T
I
O
N
S
W
I
L
L
B
E
U
S
E
D
F
O
R
R
O
C
K
,
C
O
B
B
L
E
A
N
D
B
O
U
L
D
E
R
W
O
R
K
,
W
H
I
L
E
C
O
L
O
R
A
D
O
DE
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
S
P
E
C
I
F
I
C
A
T
I
O
N
S
W
I
L
L
B
E
U
S
E
D
F
O
R
C
O
N
C
R
E
T
E
A
N
D
P
I
P
E
W
O
R
K
.
A
C
O
P
Y
O
F
T
H
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
H
A
L
L
B
E
O
N
S
I
T
E
A
T
A
L
L
T
I
M
E
S
.
8.
Q
U
A
N
T
I
T
I
E
S
F
O
R
B
I
D
I
T
E
M
S
H
A
V
E
B
E
E
N
P
R
O
V
I
D
E
D
F
O
R
M
A
J
O
R
C
O
N
S
T
R
U
C
T
I
O
N
E
L
E
M
E
N
T
S
.
A
N
Y
MA
T
E
R
I
A
L
S
O
R
W
O
R
K
M
A
N
S
H
I
P
R
E
Q
U
I
R
E
D
F
O
R
A
C
O
M
P
L
E
T
E
A
N
D
F
U
N
C
T
I
O
N
I
N
G
P
R
O
J
E
C
T
N
O
T
L
I
S
T
E
D
WI
L
L
B
E
C
O
N
S
I
D
E
R
E
D
I
N
C
I
D
E
N
T
A
L
T
O
T
H
E
W
O
R
K
B
E
I
N
G
C
O
M
P
L
E
T
E
D
.
9.
W
A
T
E
R
D
I
V
E
R
S
I
O
N
S
T
O
T
H
E
S
I
M
M
O
N
S
D
I
T
C
H
N
O
.
1
W
I
L
L
B
E
R
E
Q
U
I
R
E
D
I
F
W
O
R
K
C
O
M
P
L
E
T
E
D
D
U
R
I
N
G
TH
E
I
R
R
I
G
A
T
I
O
N
S
E
A
S
O
N
.
O
N
G
O
I
N
G
C
O
O
R
D
I
N
A
T
I
O
N
W
I
T
H
T
H
E
D
I
T
C
H
O
P
E
R
A
T
O
R
W
I
L
L
B
E
R
E
Q
U
I
R
E
D
.
10
.
E
X
I
S
T
I
N
G
R
O
C
K
M
A
T
E
R
I
A
L
O
N
S
I
T
E
M
A
Y
B
E
R
E
-
P
U
R
P
O
S
E
D
W
I
T
H
T
H
E
A
P
P
R
O
V
A
L
O
F
T
H
E
E
N
G
I
N
E
E
R
.
11
.
I
T
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
T
O
U
N
D
E
R
S
T
A
N
D
A
N
D
F
O
L
L
O
W
A
L
L
R
E
Q
U
I
R
E
D
PE
R
M
I
T
S
.
12
.
F
L
O
O
D
P
L
A
I
N
P
E
R
M
I
T
S
W
I
L
L
B
E
A
C
Q
U
I
R
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
T
H
E
P
R
O
J
E
C
T
M
E
E
T
S
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
US
A
C
E
N
A
T
I
O
N
W
I
D
E
3
(
a
)
N
O
T
R
E
Q
U
I
R
I
N
G
A
P
R
E
-
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
I
F
I
C
A
T
I
O
N
.
C
O
N
T
R
A
C
T
O
R
W
I
L
L
B
E
RE
Q
U
I
R
E
D
T
O
A
C
Q
U
I
R
E
A
N
Y
A
D
D
I
T
I
O
N
A
L
P
E
R
M
I
T
S
.
13
.
A
D
E
W
A
T
E
R
I
N
G
P
E
R
M
I
T
I
S
R
E
Q
U
I
R
E
D
F
O
R
T
H
E
W
O
R
K
P
R
O
P
O
S
E
D
A
N
D
I
T
W
I
L
L
B
E
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
OF
T
H
E
C
O
N
T
R
A
C
T
O
R
T
O
A
C
Q
U
I
R
E
.
C
O
N
S
T
R
U
C
T
I
O
N
O
F
T
H
E
P
R
O
J
E
C
T
S
H
A
L
L
T
A
K
E
P
L
A
C
E
O
U
T
S
I
D
E
O
F
TH
E
P
E
A
K
R
U
N
O
F
F
S
E
A
S
O
N
(
A
P
R
I
L
-
J
U
L
Y
)
.
14
.
A
P
R
E
-
C
O
N
S
T
R
U
C
T
I
O
N
M
E
E
T
I
N
G
B
E
T
W
E
E
N
O
W
N
E
R
,
E
N
G
I
N
E
E
R
A
N
D
C
O
N
T
R
A
C
T
O
R
W
I
L
L
B
E
R
E
Q
U
I
R
E
D
PR
I
O
R
T
O
A
N
Y
C
O
N
S
T
R
U
C
T
I
O
N
A
C
T
I
V
I
T
I
E
S
.
I
T
I
S
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
T
O
C
O
O
R
D
I
N
A
T
E
TH
I
S
M
E
E
T
I
N
G
.
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
SH
E
E
T
N
U
M
B
E
R
SH
E
E
T
T
I
T
L
E
TS
0
1
T
I
T
L
E
S
H
E
E
T
GN
0
1
G
E
N
E
R
A
L
N
O
T
E
S
OV
0
1
R
O
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
O
V
E
R
A
L
L
HZ
0
1
H
O
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
PP
0
1
R
O
A
N
C
R
E
E
K
P
L
A
N
A
N
D
P
R
O
F
I
L
E
PP
0
2
D
I
T
C
H
P
L
A
N
A
N
D
P
R
O
F
I
L
E
PP
0
3
D
I
T
C
H
P
L
A
N
A
N
D
P
R
O
F
I
L
E
XS
0
1
S
E
C
T
I
O
N
S
XS
0
2
S
E
C
T
I
O
N
S
ER
0
1
E
R
O
S
I
O
N
C
O
N
T
R
O
L
A
N
D
R
E
V
E
G
E
T
A
T
I
O
N
DT
0
1
D
E
T
A
I
L
S
DT
0
2
D
E
T
A
I
L
S
DT
0
3
DE
T
A
I
L
S
DT
0
4
D
E
T
A
I
L
S
S0
1
S
T
R
U
C
T
U
R
A
L
P
L
A
N
V
I
E
W
S0
2
S
T
R
U
C
T
U
R
A
L
E
L
E
V
A
T
I
O
N
V
I
E
W
S
S0
3
S
T
R
U
C
T
U
R
A
L
S
E
C
T
I
O
N
S
A
N
D
D
E
T
A
I
L
S
S0
4
S
T
R
U
C
T
U
R
A
L
N
O
T
E
S
GE
N
E
R
A
L
N
O
T
E
S
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
GN
0
1
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/21/2025, 11:05:20 AM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\TS-GN.DWG-GN01 GENERAL NOTES
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
PR
O
P
M
A
J
O
R
C
O
N
T
O
U
R
PR
O
P
M
I
N
O
R
C
O
N
T
O
U
R
EX
I
S
T
M
A
J
O
R
C
O
N
T
O
U
R
EX
I
S
T
M
I
N
O
R
C
O
N
T
O
U
R
EX
I
S
T
T
H
A
L
W
E
G
PR
O
P
O
S
E
D
A
L
I
G
N
M
E
N
T
CO
N
C
R
E
T
E
B
A
R
R
I
E
R
ST
R
E
A
M
S
U
B
S
T
R
A
T
E
RE
V
E
G
E
T
A
T
I
O
N
24
"
H
D
P
E
P
I
P
E
FL
U
M
E
BO
U
L
D
E
R
S
VO
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
FL
A
R
E
D
E
N
D
S
E
C
T
I
O
N
51
0
0
51
0
0
51
0
0
51
0
0
MA
S
T
E
R
L
E
G
E
N
D
G
E
N
E
R
A
L
N
O
T
E
S
1.
E
N
G
I
N
E
E
R
M
U
S
T
B
E
O
N
S
I
T
E
D
U
R
I
N
G
C
R
I
T
I
C
A
L
CO
N
S
T
R
U
C
T
I
O
N
A
S
P
E
C
T
S
.
C
R
I
T
I
C
A
L
CO
N
S
T
R
U
C
T
I
O
N
A
S
P
E
C
T
S
W
I
L
L
B
E
D
I
S
C
U
S
S
E
D
WI
T
H
C
O
N
T
R
A
C
T
O
R
D
U
R
I
N
G
P
R
E
-
C
O
N
S
T
R
U
C
T
I
O
N
ME
E
T
I
N
G
.
4
8
H
O
U
R
N
O
T
I
C
E
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
TO
E
N
G
I
N
E
E
R
P
R
I
O
R
T
O
A
N
Y
C
R
I
T
I
C
A
L
E
L
E
M
E
N
T
S
.
CO
N
S
T
R
U
C
T
I
N
G
C
R
I
T
I
C
A
L
E
L
E
M
E
N
T
S
W
I
T
H
O
U
T
TH
E
P
R
E
S
E
N
C
E
O
F
T
H
E
E
N
G
I
N
E
E
R
I
S
A
T
T
H
E
CO
N
T
R
A
C
T
O
R
'
S
R
I
S
K
.
2.
A
L
L
M
A
T
E
R
I
A
L
S
A
N
D
W
O
R
K
M
A
N
S
H
I
P
R
E
L
A
T
E
D
T
O
PL
A
C
E
M
E
N
T
O
F
R
O
C
K
,
B
O
U
L
D
E
R
S
O
R
C
O
B
B
L
E
SH
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
M
I
L
E
H
I
G
H
F
L
O
O
D
DI
S
T
R
I
C
T
S
P
E
C
I
F
I
C
A
T
I
O
N
S
(
D
I
V
I
S
I
O
N
3
1
EA
R
T
H
W
O
R
K
)
.
A
L
L
O
T
H
E
R
M
A
T
E
R
I
A
L
S
O
R
WO
R
K
M
A
N
S
H
I
P
S
H
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
TH
E
C
O
L
O
R
A
D
O
D
E
P
A
R
T
M
E
N
T
O
F
TR
A
N
S
P
O
R
T
A
T
I
O
N
'
S
"
S
T
A
N
D
A
R
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
FO
R
R
O
A
D
A
N
D
B
R
I
D
G
E
C
O
N
S
T
R
U
C
T
I
O
N
"
2
0
1
9
ED
I
T
I
O
N
,
U
N
L
E
S
S
S
P
E
C
I
A
L
P
R
O
V
I
S
I
O
N
S
,
S
P
E
C
I
F
I
C
NO
T
E
S
,
O
R
D
E
T
A
I
L
S
A
R
E
P
R
O
V
I
D
E
D
I
N
T
H
E
CO
N
S
T
R
U
C
T
I
O
N
D
R
A
W
I
N
G
S
O
R
P
R
O
J
E
C
T
SP
E
C
I
F
I
C
A
T
I
O
N
S
.
3.
A
L
L
M
A
T
E
R
I
A
L
S
,
C
O
N
S
T
R
U
C
T
I
O
N
,
A
N
D
T
E
S
T
S
SH
A
L
L
B
E
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
M
O
R
E
ST
R
I
N
G
E
N
T
O
F
T
H
E
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
A
N
D
CO
N
S
T
R
U
C
T
I
O
N
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
A
S
D
E
T
E
R
M
I
N
E
D
BY
T
H
E
E
N
G
I
N
E
E
R
.
C
O
N
T
R
A
C
T
O
R
R
E
S
P
O
N
S
I
B
L
E
FO
R
M
A
T
E
R
I
A
L
T
E
S
T
I
N
G
B
Y
I
N
D
E
P
E
N
D
E
N
T
CE
R
T
I
F
I
E
D
T
E
S
T
I
N
G
A
G
E
N
C
Y
A
N
D
S
U
B
M
I
T
RE
S
U
L
T
S
T
O
T
H
E
E
N
G
I
N
E
E
R
F
O
R
A
P
P
R
O
V
A
L
.
4.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
M
P
L
Y
W
I
T
H
A
L
L
LO
C
A
L
,
S
T
A
T
E
,
A
N
D
F
E
D
E
R
A
L
L
A
W
S
A
N
D
RE
G
U
L
A
T
I
O
N
S
T
H
A
T
A
R
E
P
E
R
T
I
N
E
N
T
T
O
T
H
I
S
WO
R
K
.
5.
A
L
L
M
A
T
E
R
I
A
L
S
A
N
D
W
O
R
K
M
A
N
S
H
I
P
S
H
A
L
L
B
E
SU
B
J
E
C
T
T
O
I
N
S
P
E
C
T
I
O
N
B
Y
T
H
E
O
W
N
E
R
S
.
T
H
E
OW
N
E
R
S
R
E
S
E
R
V
E
T
H
E
R
I
G
H
T
T
O
A
C
C
E
P
T
O
R
RE
J
E
C
T
A
N
Y
S
U
C
H
M
A
T
E
R
I
A
L
S
A
N
D
WO
R
K
M
A
N
S
H
I
P
T
H
A
T
D
O
E
S
N
O
T
C
O
N
F
O
R
M
T
O
T
H
E
ST
A
N
D
A
R
D
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
6.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
H
A
V
E
O
N
E
S
I
G
N
E
D
C
O
P
Y
OF
T
H
E
A
P
P
R
O
V
E
D
P
L
A
N
S
,
O
N
E
C
O
P
Y
O
F
T
H
E
AP
P
R
O
P
R
I
A
T
E
S
T
A
N
D
A
R
D
S
A
N
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
,
AN
D
A
C
O
P
Y
O
F
A
L
L
P
E
R
M
I
T
S
R
E
Q
U
I
R
E
D
A
T
T
H
E
JO
B
S
I
T
E
A
T
A
L
L
T
I
M
E
S
.
7.
P
R
I
O
R
T
O
C
O
M
M
E
N
C
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
AC
T
I
V
I
T
I
E
S
,
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
M
E
E
T
W
I
T
H
TH
E
E
N
G
I
N
E
E
R
A
N
D
R
E
C
O
R
D
N
O
T
E
S
A
N
D
PI
C
T
U
R
E
S
O
F
E
X
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
O
F
T
H
E
S
I
T
E
AN
D
A
D
J
A
C
E
N
T
P
R
O
P
E
R
T
Y
.
8.
U
N
A
U
T
H
O
R
I
Z
E
D
C
H
A
N
G
E
S
A
N
D
U
S
E
S
:
T
H
E
EN
G
I
N
E
E
R
W
H
O
P
R
E
P
A
R
E
D
T
H
E
S
E
P
L
A
N
S
W
I
L
L
NO
T
B
E
R
E
S
P
O
N
S
I
B
L
E
O
R
L
I
A
B
L
E
F
O
R
UN
A
U
T
H
O
R
I
Z
E
D
C
H
A
N
G
E
S
T
O
O
R
U
S
E
S
O
F
T
H
E
S
E
PL
A
N
S
.
A
L
L
C
H
A
N
G
E
S
T
O
T
H
E
P
L
A
N
S
A
N
D
SP
E
C
I
F
I
C
A
T
I
O
N
S
M
U
S
T
B
E
I
N
W
R
I
T
I
N
G
A
N
D
M
U
S
T
BE
A
P
P
R
O
V
E
D
B
Y
T
H
E
O
W
N
E
R
A
N
D
E
N
G
I
N
E
E
R
.
9.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
N
O
T
I
F
Y
T
H
E
E
N
G
I
N
E
E
R
IM
M
E
D
I
A
T
E
L
Y
O
F
A
N
Y
F
I
E
L
D
C
O
N
D
I
T
I
O
N
N
O
T
CO
N
S
I
S
T
E
N
T
W
I
T
H
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
DO
C
U
M
E
N
T
S
.
10
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
E
R
F
O
R
M
A
L
L
W
O
R
K
WI
T
H
I
N
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
S
A
S
S
H
O
W
N
O
N
TH
E
D
R
A
W
I
N
G
S
A
N
D
I
N
T
H
E
C
O
N
T
R
A
C
T
DO
C
U
M
E
N
T
S
.
I
F
T
H
E
C
O
N
T
R
A
C
T
O
R
D
A
M
A
G
E
S
A
N
Y
EX
I
S
T
I
N
G
S
I
T
E
O
R
P
U
B
L
I
C
/
P
R
I
V
A
T
E
A
M
E
N
I
T
I
E
S
(P
A
V
E
M
E
N
T
S
,
C
U
R
B
S
,
C
U
R
B
A
N
D
G
U
T
T
E
R
,
S
O
D
,
GR
A
S
S
,
L
A
N
D
S
C
A
P
I
N
G
,
T
R
E
E
S
,
F
E
N
C
E
S
,
E
T
C
.
)
OU
T
S
I
D
E
O
R
W
I
T
H
I
N
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
L
I
M
I
T
S
,
TH
E
Y
S
H
A
L
L
R
E
M
O
V
E
A
N
D
R
E
P
A
I
R
S
U
C
H
T
O
T
H
E
SA
T
I
S
F
A
C
T
I
O
N
O
F
T
H
E
I
N
D
I
V
I
D
U
A
L
P
R
O
P
E
R
T
Y
OW
N
E
R
S
.
11
.
I
T
E
M
S
T
O
B
E
R
E
M
O
V
E
D
S
H
A
L
L
B
E
C
O
M
E
T
H
E
PR
O
P
E
R
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
,
U
N
L
E
S
S
N
O
T
E
D
OT
H
E
R
W
I
S
E
I
N
T
H
E
P
L
A
N
S
O
R
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
12
.
A
L
L
I
T
E
M
S
N
O
T
I
N
C
L
U
D
E
D
I
N
T
H
E
B
I
D
F
O
R
M
A
N
D
QU
A
N
T
I
T
I
E
S
L
I
S
T
A
N
D
N
E
C
E
S
S
A
R
Y
T
O
P
R
O
V
I
D
E
A
CO
M
P
L
E
T
E
A
N
D
F
U
N
C
T
I
O
N
A
L
P
R
O
J
E
C
T
O
R
N
O
T
E
D
AS
'
I
N
C
I
D
E
N
T
A
L
'
I
N
T
H
E
P
L
A
N
S
O
R
S
P
E
C
I
F
I
C
A
T
I
O
N
S
WI
L
L
N
O
T
B
E
M
E
A
S
U
R
E
D
A
N
D
P
A
I
D
F
O
R
SE
P
A
R
A
T
E
L
Y
B
U
T
A
R
E
I
N
C
L
U
D
E
D
I
N
T
H
E
W
O
R
K
.
13
.
D
I
M
E
N
S
I
O
N
S
A
N
D
N
O
T
A
T
I
O
N
S
S
U
P
E
R
S
E
D
E
S
C
A
L
E
OF
T
H
E
D
R
A
W
I
N
G
S
.
A
L
L
G
R
A
D
E
S
S
H
O
W
N
A
R
E
FI
N
I
S
H
E
D
G
R
A
D
E
S
E
X
C
E
P
T
W
H
E
R
E
O
T
H
E
R
W
I
S
E
NO
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
.
SI
T
E
C
O
N
D
I
T
I
O
N
S
1.
A
N
Y
C
O
N
S
T
R
U
C
T
I
O
N
D
E
B
R
I
S
O
R
M
U
D
T
R
A
C
K
E
D
ON
T
O
T
H
E
P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
,
R
E
S
U
L
T
I
N
G
FR
O
M
T
H
E
P
R
O
J
E
C
T
,
S
H
A
L
L
B
E
I
M
M
E
D
I
A
T
E
L
Y
RE
M
O
V
E
D
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
.
T
H
E
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
I
M
M
E
D
I
A
T
E
L
Y
F
I
X
A
N
Y
EX
C
A
V
A
T
I
O
N
,
O
R
P
A
V
E
M
E
N
T
F
A
I
L
U
R
E
C
A
U
S
E
D
B
Y
TH
E
P
R
O
J
E
C
T
,
A
N
D
S
H
A
L
L
P
R
O
P
E
R
L
Y
B
A
R
R
I
C
A
D
E
TH
E
S
I
T
E
U
N
T
I
L
C
O
N
S
T
R
U
C
T
I
O
N
I
S
C
O
M
P
L
E
T
E
.
2.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
S
O
L
E
L
Y
A
N
D
CO
M
P
L
E
T
E
L
Y
R
E
S
P
O
N
S
I
B
L
E
F
O
R
T
H
E
C
O
N
D
I
T
I
O
N
S
AT
,
A
N
D
A
D
J
A
C
E
N
T
T
O
,
T
H
E
J
O
B
S
I
T
E
,
I
N
C
L
U
D
I
N
G
BU
T
N
O
T
L
I
M
I
T
E
D
T
O
T
R
E
N
C
H
E
X
C
A
V
A
T
I
O
N
S
A
N
D
SH
O
R
I
N
G
,
T
R
A
F
F
I
C
C
O
N
T
R
O
L
,
S
E
C
U
R
I
T
Y
,
A
N
D
SA
F
E
T
Y
O
F
A
L
L
P
E
R
S
O
N
S
A
N
D
P
R
O
P
E
R
T
Y
,
D
U
R
I
N
G
TH
E
P
E
R
F
O
R
M
A
N
C
E
O
F
T
H
E
W
O
R
K
.
T
H
I
S
RE
Q
U
I
R
E
M
E
N
T
S
H
A
L
L
A
P
P
L
Y
C
O
N
T
I
N
U
O
U
S
L
Y
,
A
N
D
SH
A
L
L
N
O
T
B
E
L
I
M
I
T
E
D
T
O
N
O
R
M
A
L
W
O
R
K
I
N
G
HO
U
R
S
.
3.
T
H
E
D
U
T
Y
O
F
T
H
E
O
W
N
E
R
S
T
O
C
O
N
D
U
C
T
CO
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
'
S
PE
R
F
O
R
M
A
N
C
E
I
S
N
O
T
I
N
T
E
N
D
E
D
T
O
I
N
C
L
U
D
E
RE
V
I
E
W
O
F
T
H
E
A
D
E
Q
U
A
C
Y
O
F
T
H
E
CO
N
T
R
A
C
T
O
R
'
S
S
A
F
E
T
Y
M
E
A
S
U
R
E
S
I
N
O
R
N
E
A
R
TH
E
C
O
N
S
T
R
U
C
T
I
O
N
S
I
T
E
.
4.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
TH
E
A
C
C
E
P
T
A
N
C
E
,
C
O
N
V
E
Y
A
N
C
E
,
A
N
D
C
O
N
T
R
O
L
OF
A
L
L
S
U
R
F
A
C
E
A
N
D
S
U
B
S
U
R
F
A
C
E
W
A
T
E
R
FL
O
W
S
I
N
A
N
D
E
N
T
E
R
I
N
G
T
H
E
A
R
E
A
A
F
F
E
C
T
E
D
B
Y
TH
I
S
P
R
O
J
E
C
T
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
RE
S
P
O
N
S
I
B
L
E
F
O
R
O
P
E
R
A
T
I
O
N
S
O
R
A
N
Y
O
T
H
E
R
AC
C
E
P
T
A
B
L
E
M
E
A
N
S
T
O
P
R
E
V
E
N
T
P
O
L
L
U
T
I
O
N
O
F
TH
E
A
R
E
A
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
RE
S
P
O
N
S
I
B
L
E
F
O
R
A
N
Y
N
E
E
D
E
D
D
E
W
A
T
E
R
I
N
G
OP
E
R
A
T
I
O
N
S
I
N
C
L
U
D
I
N
G
A
N
Y
R
E
Q
U
I
R
E
D
P
E
R
M
I
T
S
FO
R
D
E
W
A
T
E
R
I
N
G
O
P
E
R
A
T
I
O
N
S
.
T
H
E
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
M
A
I
N
T
A
I
N
A
N
D
P
R
O
V
I
D
E
DR
A
I
N
A
G
E
T
H
R
O
U
G
H
T
H
E
S
I
T
E
D
U
R
I
N
G
CO
N
S
T
R
U
C
T
I
O
N
.
5.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
ER
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
T
H
R
O
U
G
H
O
U
T
TH
E
C
O
N
S
T
R
U
C
T
I
O
N
D
U
R
A
T
I
O
N
A
N
D
S
H
A
L
L
IN
S
T
A
L
L
E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
ME
A
S
U
R
E
S
A
S
N
E
C
E
S
S
A
R
Y
F
O
R
F
I
N
A
L
ST
A
B
I
L
I
Z
A
T
I
O
N
.
6.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
H
E
L
D
R
E
S
P
O
N
S
I
B
L
E
FO
R
R
E
M
E
D
I
A
T
I
O
N
O
F
A
N
Y
A
D
V
E
R
S
E
I
M
P
A
C
T
S
T
O
AD
J
A
C
E
N
T
W
A
T
E
R
W
A
Y
S
,
W
E
T
L
A
N
D
S
,
E
T
C
.
,
RE
S
U
L
T
I
N
G
F
R
O
M
W
O
R
K
D
O
N
E
A
S
P
A
R
T
O
F
T
H
I
S
PR
O
J
E
C
T
.
7.
S
O
I
L
S
T
H
A
T
W
I
L
L
B
E
S
T
O
C
K
P
I
L
E
D
F
O
R
M
O
R
E
T
H
A
N
30
D
A
Y
S
S
H
A
L
L
B
E
P
R
O
T
E
C
T
E
D
F
R
O
M
W
I
N
D
A
N
D
WA
T
E
R
E
R
O
S
I
O
N
W
I
T
H
I
N
1
4
D
A
Y
S
O
F
S
T
O
C
K
P
I
L
E
CO
N
S
T
R
U
C
T
I
O
N
.
I
F
S
T
O
C
K
P
I
L
E
S
A
R
E
L
O
C
A
T
E
D
WI
T
H
I
N
1
0
0
F
E
E
T
O
F
A
D
R
A
I
N
A
G
E
W
A
Y
,
A
D
D
I
T
I
O
N
A
L
SE
D
I
M
E
N
T
C
O
N
T
R
O
L
S
S
U
C
H
A
S
T
E
M
P
O
R
A
R
Y
D
I
K
E
S
OR
S
I
L
T
F
E
N
C
E
S
H
A
L
L
B
E
R
E
Q
U
I
R
E
D
.
8.
U
N
D
E
R
G
R
O
U
N
D
U
T
I
L
I
T
I
E
S
I
N
T
H
E
A
R
E
A
O
F
CO
N
S
T
R
U
C
T
I
O
N
W
I
L
L
N
E
E
D
T
O
B
E
L
O
C
A
T
E
D
B
Y
TH
E
C
O
N
T
R
A
C
T
O
R
.
T
H
E
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
AS
S
U
M
E
F
U
L
L
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
F
O
R
T
H
E
PR
O
T
E
C
T
I
O
N
O
F
A
N
Y
U
T
I
L
I
T
I
E
S
A
F
F
E
C
T
E
D
B
Y
T
H
E
EX
E
C
U
T
I
O
N
O
F
T
H
I
S
C
O
N
T
R
A
C
T
.
T
H
E
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
B
E
R
E
S
P
O
N
S
I
B
L
E
F
O
R
CO
N
T
A
C
T
I
N
G
A
L
L
U
T
I
L
I
T
Y
C
O
M
P
A
N
I
E
S
A
N
D
AG
E
N
C
I
E
S
A
N
D
F
O
R
T
H
E
C
O
O
R
D
I
N
A
T
I
O
N
O
F
A
L
L
WO
R
K
I
N
T
H
E
P
R
O
X
I
M
I
T
Y
O
F
T
H
E
U
T
I
L
I
T
I
E
S
.
T
H
E
CO
N
T
R
A
C
T
O
R
S
H
A
L
L
N
O
T
E
T
H
A
T
A
L
L
U
T
I
L
I
T
I
E
S
MA
Y
N
O
T
A
P
P
E
A
R
O
N
T
H
E
S
E
P
L
A
N
S
.
U
T
I
L
I
T
I
E
S
SH
O
W
N
A
R
E
A
P
P
R
O
X
I
M
A
T
E
A
N
D
B
A
S
E
D
O
N
IN
F
O
R
M
A
T
I
O
N
P
R
O
V
I
D
E
D
B
Y
O
T
H
E
R
S
.
PR
O
J
E
C
T
S
P
E
C
I
F
I
C
N
O
T
E
S
1.
T
H
E
S
I
T
E
S
H
A
L
L
B
E
C
L
E
A
R
L
Y
D
E
L
I
N
E
A
T
E
D
W
I
T
H
FL
A
G
G
I
N
G
A
N
D
O
R
C
O
N
S
T
R
U
C
T
I
O
N
T
A
P
E
A
N
D
CL
E
A
N
E
D
U
P
A
F
T
E
R
E
A
C
H
D
A
Y
S
W
O
R
K
T
O
PR
O
V
I
D
E
A
S
A
F
E
E
N
V
I
R
O
N
M
E
N
T
A
N
D
N
O
T
C
R
E
A
T
E
A
N
U
I
S
A
N
C
E
.
2.
W
O
R
K
T
I
M
E
S
S
H
A
L
L
B
E
A
D
H
E
R
E
D
T
O
P
E
R
T
H
E
CO
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
.
3.
C
O
M
P
A
C
T
I
O
N
O
F
S
U
B
G
R
A
D
E
T
O
B
E
V
E
R
I
F
I
E
D
B
Y
ST
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
A
N
D
P
R
O
V
I
D
E
D
B
Y
T
H
E
CO
N
T
R
A
C
T
O
R
B
Y
A
T
H
I
R
D
P
A
R
T
Y
P
R
I
O
R
T
O
CO
N
S
T
R
U
C
T
I
O
N
O
F
C
O
N
C
R
E
T
E
W
O
R
K
.
CO
N
T
R
A
C
T
O
R
R
E
S
P
O
N
S
I
B
L
E
F
O
R
C
O
O
R
D
I
N
A
T
I
N
G
CO
M
P
A
C
T
I
O
N
T
E
S
T
I
N
G
.
4.
A
C
C
E
S
S
T
O
T
H
E
S
I
T
E
F
R
O
M
C
O
U
N
T
Y
R
O
A
D
2
0
4
I
S
AC
R
O
S
S
P
R
I
V
A
T
E
L
A
N
D
.
A
C
C
E
S
S
T
O
T
H
E
S
I
T
E
SH
A
L
L
B
E
R
E
S
T
O
R
E
D
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
T
O
TH
E
P
R
E
-
C
O
N
S
T
R
U
C
T
I
O
N
C
O
N
D
I
T
I
O
N
.
5.
E
R
O
S
I
O
N
C
O
N
T
R
O
L
S
U
G
G
E
S
T
I
O
N
S
H
A
V
E
B
E
E
N
PR
O
V
I
D
E
D
,
B
U
T
I
T
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
CO
N
T
R
A
C
T
O
R
T
O
P
R
E
V
E
N
T
S
E
D
I
M
E
N
T
F
R
O
M
LE
A
V
I
N
G
T
H
E
W
O
R
K
A
R
E
A
.
6.
W
I
L
L
O
W
S
W
I
L
L
N
E
E
D
T
O
B
E
H
A
R
V
E
S
T
E
D
F
O
R
RE
V
E
G
E
T
A
T
I
O
N
O
F
W
O
R
K
A
R
E
A
.
W
I
L
L
O
W
S
W
I
L
L
B
E
HA
R
V
E
S
T
E
D
U
N
D
E
R
S
U
P
E
R
V
I
S
I
O
N
O
F
E
N
G
I
N
E
E
R
.
RE
V
E
G
E
T
A
T
I
O
N
E
S
T
A
B
L
I
S
H
M
E
N
T
I
S
R
E
Q
U
I
R
E
D
F
O
R
FI
N
A
L
A
C
C
E
P
T
A
N
C
E
O
F
T
H
I
S
W
O
R
K
.
T
H
E
E
N
G
I
N
E
E
R
SH
A
L
L
B
E
P
R
E
S
E
N
T
D
U
R
I
N
G
I
N
I
T
I
A
L
I
N
S
T
A
L
L
A
T
I
O
N
FO
R
R
E
V
I
E
W
.
7.
W
O
R
K
S
H
A
L
L
B
E
C
O
M
P
L
E
T
E
D
D
U
R
I
N
G
L
O
W
F
L
O
W
IN
R
O
A
N
C
R
E
E
K
A
N
D
I
N
C
O
O
R
D
I
N
A
T
I
O
N
W
I
T
H
T
H
E
EN
G
I
N
E
E
R
.
8.
E
X
I
S
T
I
N
G
D
R
O
P
S
T
R
U
C
T
U
R
E
I
S
C
O
M
P
O
S
E
D
O
F
LA
R
G
E
B
O
U
L
D
E
R
S
A
N
D
E
X
I
S
T
I
N
G
R
O
C
K
F
A
L
L
DE
B
R
I
S
.
E
X
I
S
T
I
N
G
B
O
U
L
D
E
R
S
O
N
S
I
T
E
M
A
Y
B
E
RE
P
U
R
P
O
S
E
D
W
I
T
H
A
P
P
R
O
V
A
L
F
R
O
M
E
N
G
I
N
E
E
R
AS
P
A
R
T
O
F
T
H
E
O
V
E
R
A
L
L
D
E
S
I
G
N
.
C
O
N
T
R
A
C
T
O
R
SH
A
L
L
M
O
N
I
T
O
R
I
M
P
O
R
T
O
F
M
A
T
E
R
I
A
L
S
T
O
OF
F
S
E
T
I
N
C
L
U
S
I
O
N
O
F
E
X
I
S
T
I
N
G
O
N
S
I
T
E
MA
T
E
R
I
A
L
S
T
O
L
I
M
I
T
O
V
E
R
I
M
P
O
R
T
.
9.
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
T
O
I
N
C
L
U
D
E
R
E
B
A
R
.
SH
O
P
D
R
A
W
I
N
G
S
T
O
B
E
P
R
O
V
I
D
E
D
T
O
E
N
G
I
N
E
E
R
FO
R
R
E
V
I
E
W
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
S
E
E
ST
R
U
C
T
U
R
A
L
N
O
T
E
S
S
H
E
E
T
F
O
R
A
D
D
I
T
I
O
N
A
L
IN
F
O
R
M
A
T
I
O
N
.
10
.
R
A
I
L
I
N
G
T
O
B
E
P
R
O
V
I
D
E
D
O
N
N
O
R
T
H
E
R
N
S
I
D
E
O
F
ST
R
U
C
T
U
R
E
F
O
R
F
A
L
L
P
R
O
T
E
C
T
I
O
N
.
S
H
O
P
DR
A
W
I
N
G
S
T
O
B
E
P
R
O
V
I
D
E
D
T
O
E
N
G
I
N
E
E
R
F
O
R
AP
P
R
O
V
A
L
.
R
A
I
L
I
N
G
S
H
A
L
L
T
A
K
E
I
N
T
O
A
C
C
O
U
N
T
HE
A
D
G
A
T
E
A
N
D
O
T
H
E
R
A
P
P
U
R
T
E
N
A
N
C
E
S
.
I
T
W
I
L
L
BE
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
T
O
DE
V
E
L
O
P
R
A
I
L
I
N
G
S
H
O
P
D
R
A
W
I
N
G
S
T
H
A
T
FU
N
C
T
I
O
N
A
L
A
P
P
R
O
P
R
I
A
T
E
L
Y
.
11
.
V
L
R
I
P
R
A
P
(
D
5
0
=
6
"
)
R
E
C
O
M
M
E
N
D
E
D
F
O
R
B
E
D
D
I
N
G
OF
B
O
U
L
D
E
R
S
.
V
L
R
I
P
R
A
P
C
A
N
B
E
S
U
B
S
T
I
T
U
T
E
D
WI
T
H
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
M
E
E
T
I
N
G
S
A
M
E
GR
A
D
A
T
I
O
N
A
S
A
P
P
R
O
V
E
D
B
Y
E
N
G
I
N
E
E
R
.
12
.
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
S
H
A
L
L
B
E
A
C
Q
U
I
R
E
D
A
T
NE
A
R
B
Y
Q
U
A
R
R
Y
W
I
T
H
A
P
P
R
O
V
A
L
F
R
O
M
EN
G
I
N
E
E
R
.
S
I
T
E
V
I
S
I
T
T
O
N
E
A
R
B
Y
Q
U
A
R
R
Y
W
I
T
H
EN
G
I
N
E
E
R
R
E
C
O
M
M
E
N
D
E
D
.
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
SH
A
L
L
I
N
C
L
U
D
E
F
I
N
E
S
O
F
N
O
M
O
R
E
T
H
A
N
2
0
%
.
13
.
A
L
L
B
O
U
L
D
E
R
A
N
D
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
W
O
R
K
SH
A
L
L
B
E
W
A
T
E
R
E
D
I
N
T
O
R
E
D
U
C
E
I
N
N
E
R
S
T
I
T
I
A
L
VO
I
D
S
P
A
C
E
W
H
E
N
P
L
A
C
I
N
G
M
A
T
E
R
I
A
L
.
CO
N
T
R
A
C
T
O
R
M
I
G
H
T
B
E
R
E
Q
U
I
R
E
D
T
O
B
R
I
N
G
I
N
WA
T
E
R
T
R
U
C
K
T
O
W
A
T
E
R
I
N
P
L
A
C
E
M
E
N
T
O
F
BO
U
L
D
E
R
S
A
N
D
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
M
A
T
E
R
I
A
L
I
F
CR
E
E
K
I
S
D
R
Y
.
14
.
R
E
V
E
G
E
T
A
T
E
D
A
R
E
A
S
T
O
B
E
W
A
T
E
R
E
D
T
W
I
C
E
FO
L
L
O
W
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
W
A
T
E
R
I
N
G
SC
H
E
D
U
L
E
T
O
B
E
C
O
O
R
D
I
N
A
T
E
D
W
I
T
H
E
N
G
I
N
E
E
R
PR
I
O
R
T
O
W
A
T
E
R
I
N
G
.
W
A
T
E
R
M
I
G
H
T
H
A
V
E
T
O
B
E
HA
U
L
E
D
I
N
I
F
C
R
E
E
K
I
S
D
R
Y
.
15
.
E
R
O
S
I
O
N
C
O
N
T
R
O
L
B
L
A
N
K
E
T
T
O
B
E
I
N
S
T
A
L
L
E
D
FO
L
L
O
W
I
N
G
MA
N
U
F
A
C
T
U
R
E
R
'
S
RE
C
O
M
M
E
N
D
A
T
I
O
N
S
.
16
.
C
O
N
T
R
A
C
T
O
R
T
O
P
R
O
V
I
D
E
S
H
O
P
D
R
A
W
I
N
G
S
A
N
D
DE
S
I
G
N
C
O
O
R
D
I
N
A
T
I
O
N
O
F
B
A
F
F
L
E
B
O
A
R
D
S
.
BA
F
F
L
E
B
O
A
R
D
S
T
O
B
E
C
O
N
N
E
C
T
E
D
T
O
CO
N
C
R
E
T
E
S
T
R
U
C
T
U
R
E
W
I
T
H
A
N
G
L
E
I
R
O
N
.
BO
A
R
D
S
T
O
B
E
M
A
D
E
O
F
T
R
E
A
T
E
D
L
U
M
B
E
R
.
AN
G
L
E
I
R
O
N
T
O
B
E
S
T
A
I
N
L
E
S
S
S
T
E
E
L
.
17
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
O
R
D
E
R
H
E
A
D
G
A
T
E
A
S
S
O
O
N
AS
P
O
S
S
I
B
L
E
O
N
C
E
U
N
D
E
R
C
O
N
T
R
A
C
T
T
O
N
O
T
DE
L
A
Y
C
O
N
S
T
R
U
C
T
I
O
N
.
C
O
N
T
R
A
C
T
O
R
M
I
G
H
T
HA
V
E
T
O
I
N
S
T
A
L
L
A
F
T
E
R
C
O
N
S
T
R
U
C
T
I
O
N
I
F
N
O
T
DE
L
I
V
E
R
E
D
T
O
T
H
E
S
I
T
E
I
N
A
T
I
M
E
L
Y
F
A
S
H
I
O
N
.
18
.
F
I
S
H
S
C
R
E
E
N
T
O
B
E
D
E
S
I
G
N
T
H
R
O
U
G
H
CO
O
R
D
I
N
A
T
I
O
N
W
I
T
H
E
N
G
I
N
E
E
R
A
N
D
CO
N
T
R
A
C
T
O
R
.
F
I
S
H
S
C
R
E
E
N
T
O
B
E
C
O
N
S
T
R
U
C
T
E
D
OU
T
O
F
316
"
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
G
R
A
T
I
N
G
.
OP
E
N
I
N
G
S
I
N
S
C
R
E
E
D
S
H
A
L
E
B
E
14".
S
C
R
E
E
N
T
O
B
E
AT
T
A
C
H
E
D
T
O
C
O
N
C
R
E
T
E
S
T
R
U
C
T
U
R
E
W
I
T
H
AN
G
L
E
I
R
O
N
.
S
C
R
E
E
N
S
H
A
L
L
B
E
D
E
S
I
G
N
E
D
T
O
B
E
RE
M
O
V
A
B
L
E
.
S
C
R
E
E
N
S
H
A
L
L
H
A
V
E
H
A
N
D
L
E
AT
T
A
C
H
E
D
T
O
T
O
P
.
19
.
C
O
M
P
A
C
T
E
D
C
L
A
S
S
1
S
T
R
U
C
T
U
R
A
L
B
A
C
K
F
I
L
L
SH
A
L
L
B
E
P
L
A
C
E
D
O
N
T
H
E
U
P
S
T
R
E
A
M
S
I
D
E
O
F
T
H
E
ST
R
U
C
T
U
R
E
A
N
D
A
S
N
O
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
AN
D
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
I
T
I
S
P
A
R
A
M
O
U
N
T
T
O
PR
O
V
I
D
E
T
H
I
S
B
A
C
K
F
I
L
L
U
P
S
T
R
E
A
M
O
F
T
H
E
ST
R
U
C
T
U
R
E
T
O
R
E
D
U
C
E
P
I
P
I
N
G
O
F
W
A
T
E
R
AR
O
U
N
D
T
H
E
S
T
R
U
C
T
U
R
E
D
U
E
T
O
H
Y
D
R
O
S
T
A
T
I
C
PR
E
S
S
U
R
E
.
T
H
E
S
T
R
U
C
T
U
R
A
L
B
A
C
K
F
I
L
L
S
H
A
L
L
B
E
BR
O
U
G
H
T
T
O
P
R
O
P
O
S
E
D
G
R
A
D
E
O
R
B
O
T
T
O
M
O
F
PR
O
P
O
S
E
D
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
O
R
B
O
U
L
D
E
R
S
.
20
.
6
"
T
H
I
C
K
N
E
S
S
O
F
T
O
P
S
O
I
L
S
H
A
L
L
B
E
A
P
P
L
I
E
D
T
O
AL
L
D
I
S
T
U
R
B
E
D
A
R
E
A
S
O
U
T
S
I
D
E
T
H
E
A
C
T
I
V
E
CH
A
N
N
E
L
.
S
E
E
D
S
H
A
L
L
B
E
R
A
K
E
D
I
N
T
O
T
O
P
S
O
I
L
.
21
.
P
R
O
J
E
C
T
I
N
C
L
U
D
E
S
A
P
P
R
O
X
I
M
A
T
E
L
Y
1
,
0
0
0
L
I
N
E
A
R
FE
E
T
O
F
2
4
-
I
N
C
H
H
D
P
E
P
I
P
E
T
O
P
I
P
E
D
I
T
C
H
DO
W
N
S
T
R
E
A
M
O
F
D
I
V
E
R
S
I
O
N
S
T
R
U
C
T
U
R
E
.
B
I
D
IT
E
M
A
D
D
E
D
L
A
T
E
I
N
D
E
S
I
G
N
S
T
A
G
E
S
A
N
D
W
I
L
L
B
E
UP
D
A
T
E
D
.
C
O
N
T
R
A
C
T
O
R
T
O
I
N
C
L
U
D
E
F
L
A
R
E
D
E
N
D
SE
C
T
I
O
N
S
A
T
A
L
L
P
I
P
E
E
N
T
R
A
N
C
E
S
A
N
D
O
U
T
L
E
T
S
.
CO
N
T
R
A
C
T
O
R
T
O
P
R
O
V
I
D
E
P
O
S
I
T
I
V
E
D
R
A
I
N
A
G
E
FR
O
M
H
E
A
D
G
A
T
E
.
A
L
I
G
N
M
E
N
T
O
F
D
I
T
C
H
T
O
B
E
SU
R
V
E
Y
E
D
B
Y
E
N
G
I
N
E
E
R
P
R
I
O
R
T
O
CO
N
S
T
R
U
C
T
I
O
N
T
O
R
E
F
I
N
E
D
E
S
I
G
N
.
C
O
N
T
R
A
C
T
O
R
SH
A
L
L
I
N
C
L
U
D
E
C
O
S
T
S
F
O
R
B
E
N
D
S
A
N
D
CL
E
A
N
O
U
T
S
.
OV
E
R
A
L
L
Q
U
A
N
T
I
T
Y
N
O
T
E
S
PR
O
J
E
C
T
T
O
F
O
L
L
O
W
M
I
L
E
H
I
G
H
F
L
O
O
D
D
I
S
T
R
I
C
T
A
N
D
C
O
L
O
R
A
D
O
D
E
P
A
R
T
M
E
N
T
O
F
T
R
A
N
S
P
O
R
T
A
T
I
O
N
S
P
E
C
I
F
I
C
A
T
I
O
N
S
A
N
D
D
E
T
A
I
L
S
EX
C
E
P
T
A
S
S
U
P
E
R
S
E
D
E
D
B
Y
T
H
E
S
E
P
L
A
N
S
.
UN
I
T
C
O
S
T
S
W
I
L
L
B
E
U
S
E
D
B
Y
E
N
G
I
N
E
E
R
I
N
C
A
S
E
Q
U
A
N
T
I
T
I
E
S
C
H
A
N
G
E
D
R
A
S
T
I
C
A
L
L
Y
(
B
Y
1
0
%
O
R
M
O
R
E
)
F
R
O
M
B
I
D
S
E
T
T
O
CO
N
S
T
R
U
C
T
I
O
N
S
E
T
.
IT
E
M
S
N
O
T
I
N
C
L
U
D
E
D
I
N
T
H
E
Q
U
A
N
T
I
T
I
E
S
A
R
E
C
O
N
S
I
D
E
R
E
D
I
N
C
I
D
E
N
T
A
L
T
O
T
H
E
W
O
R
K
B
E
I
N
G
P
E
R
F
O
R
M
E
D
T
O
D
E
V
E
L
O
P
A
C
O
M
P
L
E
T
E
AN
D
F
U
N
C
T
I
O
N
A
L
P
R
O
J
E
C
T
.
PA
Y
M
E
N
T
W
I
L
L
N
O
T
B
E
M
A
D
E
F
O
R
E
A
R
T
H
W
O
R
K
A
S
S
O
C
I
A
T
E
D
W
I
T
H
I
N
S
T
A
L
L
A
T
I
O
N
O
F
V
A
R
I
O
U
S
S
T
R
U
C
T
U
R
E
S
,
B
U
T
S
H
O
U
L
D
B
E
AC
C
O
U
N
T
E
D
F
O
R
I
N
I
T
E
M
.
CO
N
T
R
A
C
T
O
R
R
E
Q
U
I
R
E
D
T
O
P
R
O
V
I
D
E
P
R
O
O
F
O
F
Q
U
A
N
T
I
T
I
E
S
F
O
R
P
A
Y
M
E
N
T
.
IN
D
I
V
I
D
U
A
L
Q
U
A
N
T
I
T
Y
N
O
T
E
S
:
1.
M
O
B
I
L
I
Z
A
T
I
O
N
:
I
N
C
L
U
D
E
S
C
O
S
T
T
O
A
C
C
E
S
S
S
I
T
E
A
N
D
A
N
Y
W
O
R
K
O
R
S
T
A
B
I
L
I
Z
A
T
I
O
N
A
S
S
O
C
I
A
T
E
D
W
I
T
H
S
I
T
E
A
C
C
E
S
S
2.
S
U
R
V
E
Y
:
I
N
C
L
U
D
E
S
C
O
N
S
T
R
U
C
T
I
O
N
S
T
A
K
I
N
G
A
N
D
A
S
-
B
U
I
L
T
S
U
R
V
E
Y
.
3.
E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
:
T
H
I
S
I
S
A
L
U
M
P
S
U
M
I
T
E
M
A
N
D
I
T
I
S
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
C
O
N
T
R
A
C
T
O
R
T
O
N
O
T
L
E
T
S
E
D
I
M
E
N
T
LE
A
V
E
T
H
E
P
R
O
J
E
C
T
A
R
E
A
.
T
H
I
S
M
I
G
H
T
I
N
C
L
U
D
E
C
H
E
C
K
D
A
M
S
,
S
I
L
T
F
E
N
C
E
,
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
L
O
G
S
,
R
O
C
K
S
O
C
K
S
,
A
N
D
V
E
H
I
C
U
L
A
R
TR
A
C
K
I
N
G
C
O
N
T
R
O
L
.
S
O
M
E
A
S
P
E
C
T
S
O
F
E
R
O
S
I
O
N
C
O
N
T
R
O
L
M
E
A
S
U
R
E
S
H
A
V
E
B
E
E
N
P
R
O
V
I
D
E
D
F
O
R
R
E
F
E
R
E
N
C
E
,
B
U
T
I
T
I
S
RE
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
C
O
N
T
R
A
C
T
O
R
T
O
M
E
E
T
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
T
H
E
C
O
L
O
R
A
D
O
D
I
S
C
H
A
R
G
E
P
E
R
M
I
T
S
Y
S
T
E
M
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
AC
T
I
V
I
T
I
E
S
.
4.
W
A
T
E
R
C
O
N
T
R
O
L
A
N
D
D
E
W
A
T
E
R
I
N
G
:
C
O
N
S
T
R
U
C
T
I
O
N
S
H
A
L
L
T
A
K
E
P
L
A
C
E
D
U
R
I
N
G
L
O
W
F
L
O
W
I
N
R
O
A
N
C
R
E
E
K
(
O
U
T
S
I
D
E
O
F
P
E
A
K
RU
N
O
F
F
S
E
A
S
O
N
)
.
I
T
W
I
L
L
B
E
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
T
O
D
E
V
E
L
O
P
A
N
D
E
M
P
L
A
C
E
A
W
A
T
E
R
C
O
N
T
R
O
L
S
Y
S
T
E
M
TH
A
T
P
R
O
V
I
D
E
S
A
D
R
Y
W
O
R
K
A
R
E
A
F
O
R
T
H
E
C
O
N
S
T
R
U
C
T
I
O
N
A
N
D
A
L
L
O
W
S
W
A
T
E
R
T
O
B
E
D
I
V
E
R
T
E
D
T
O
T
H
E
S
I
M
M
O
N
S
N
O
.
1
D
I
T
C
H
A
S
RE
Q
U
I
R
E
D
B
Y
T
H
E
W
A
T
E
R
R
I
G
H
T
S
H
O
L
D
E
R
.
A
W
A
T
E
R
C
O
N
T
R
O
L
P
L
A
N
S
H
A
L
L
B
E
D
E
V
E
L
O
P
E
D
B
Y
T
H
E
C
O
N
T
R
A
C
T
O
R
A
N
D
P
R
O
V
I
D
E
D
T
O
TH
E
E
N
G
I
N
E
E
R
F
O
R
R
E
V
I
E
W
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
D
E
W
A
T
E
R
I
N
G
M
I
G
H
T
N
E
E
D
T
O
I
N
C
L
U
D
E
W
E
L
L
S
A
N
D
S
U
M
P
P
U
M
P
S
T
O
P
R
O
V
I
D
E
IN
S
T
A
L
L
A
T
I
O
N
O
F
C
O
N
C
R
E
T
E
A
N
D
R
E
B
A
R
I
N
D
R
Y
C
O
N
D
I
T
I
O
N
S
.
I
T
W
I
L
L
B
E
T
H
E
R
E
S
P
O
N
S
I
B
I
L
I
T
Y
O
F
T
H
E
C
O
N
T
R
A
C
T
O
R
T
O
A
C
Q
U
I
R
E
A
DE
W
A
T
E
R
I
N
G
P
E
R
M
I
T
F
R
O
M
T
H
E
S
T
A
T
E
.
5.
B
O
U
L
D
E
R
S
:
B
O
U
L
D
E
R
Q
U
A
N
T
I
T
Y
P
R
O
V
I
D
E
D
B
A
S
E
D
O
N
A
C
T
U
A
L
C
O
U
N
T
O
F
3
'
X
3
'
X
3
'
B
O
U
L
D
E
R
S
O
N
T
H
E
P
L
A
N
S
E
T
.
N
U
M
B
E
R
O
F
A
C
T
U
A
L
BO
U
L
D
E
R
S
M
I
G
H
T
V
A
R
Y
B
A
S
E
D
O
N
A
C
T
U
A
L
S
I
Z
E
O
F
B
O
U
L
D
E
R
S
A
C
Q
U
I
R
E
D
.
6.
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
:
Q
U
A
N
T
I
T
Y
T
O
A
L
S
O
A
C
C
O
U
N
T
F
O
R
R
E
B
A
R
.
S
H
O
P
D
R
A
W
I
N
G
S
T
O
B
E
P
R
O
V
I
D
E
D
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
7.
R
A
I
L
I
N
G
:
S
H
O
P
D
R
A
W
I
N
G
S
T
O
B
E
P
R
O
V
I
D
E
D
P
R
I
O
R
T
O
C
O
N
S
T
R
U
C
T
I
O
N
.
8.
E
A
R
T
H
W
O
R
K
:
T
H
I
S
I
S
L
U
M
P
S
U
M
I
T
E
M
T
O
R
E
P
R
E
S
E
N
T
G
E
N
E
R
A
L
E
A
R
T
H
W
O
R
K
A
T
T
H
E
S
I
T
E
T
O
M
A
K
E
F
U
N
C
T
I
O
N
A
L
P
R
O
J
E
C
T
.
O
T
H
E
R
IN
D
I
V
I
D
U
A
L
I
T
E
M
S
I
N
C
L
U
D
E
S
O
M
E
E
A
R
T
H
W
O
R
K
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
O
F
A
F
U
N
C
T
I
O
N
A
L
P
R
O
J
E
C
T
.
M
O
S
T
E
A
R
T
H
W
O
R
K
W
I
L
L
C
O
N
S
I
S
T
OF
E
X
C
A
V
A
T
I
N
G
E
X
I
S
T
I
N
G
B
O
U
L
D
E
R
R
U
N
D
O
W
N
T
O
P
L
A
C
E
B
E
D
D
I
N
G
A
N
D
F
O
R
M
S
F
O
R
C
O
N
C
R
E
T
E
W
O
R
K
.
9.
V
L
R
I
P
R
A
P
(
D
5
0
=
6
"
)
:
T
O
B
E
U
S
E
D
A
S
N
E
E
D
E
D
F
O
R
B
E
D
D
I
N
G
F
O
R
B
O
U
L
D
E
R
S
.
10
.
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
(
D
5
0
=
9
"
)
:
S
P
E
C
I
F
I
C
M
I
X
A
N
D
G
R
A
D
A
T
I
O
N
P
R
O
V
I
D
E
D
I
N
N
O
T
E
S
T
O
P
R
O
V
I
D
E
D
I
R
E
C
T
I
O
N
T
O
C
O
N
T
R
A
C
T
O
R
B
U
T
IN
T
E
N
T
I
S
T
O
A
C
Q
U
I
R
E
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
,
W
H
I
C
H
I
N
C
L
U
D
E
S
F
I
N
E
S
,
F
R
O
M
L
O
C
A
L
Q
U
A
R
R
Y
M
E
E
T
I
N
G
I
N
T
E
N
D
E
D
G
R
A
D
A
T
I
O
N
I
N
P
L
A
N
SE
T
.
I
T
E
M
I
N
C
L
U
D
E
S
C
O
S
T
T
O
T
R
A
N
S
P
O
R
T
A
N
D
I
N
S
T
A
L
L
.
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
S
H
O
U
L
D
B
E
G
R
A
D
A
T
I
O
N
S
H
O
W
N
O
N
D
E
T
A
I
L
S
W
I
T
H
A
D5
0
O
F
9
I
N
C
H
E
S
.
11
.
W
I
L
L
O
W
P
L
A
N
T
I
N
G
:
W
I
L
L
O
W
S
T
O
B
E
H
A
R
V
E
S
T
E
D
O
N
S
I
T
E
A
T
D
I
R
E
C
T
I
O
N
O
F
E
N
G
I
N
E
E
R
I
N
G
.
C
O
N
T
R
A
C
T
O
R
T
O
I
N
C
L
U
D
E
C
O
S
T
T
O
W
A
T
E
R
TW
I
C
E
F
O
L
L
O
W
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
12
.
S
E
E
D
I
N
G
:
R
I
P
A
R
I
A
N
A
N
D
U
P
L
A
N
D
S
E
E
D
I
N
G
S
P
E
C
I
F
I
C
A
T
I
O
N
S
T
O
B
E
P
R
O
V
I
D
E
D
B
Y
T
H
E
B
U
R
E
A
U
O
F
L
A
N
D
M
A
N
A
G
E
M
E
N
T
.
C
O
N
T
R
A
C
T
O
R
TO
I
N
C
L
U
D
E
C
O
S
T
T
O
W
A
T
E
R
T
W
I
C
E
F
O
L
L
O
W
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
.
13
.
K
O
I
R
M
A
T
7
0
0
A
N
D
S
4
0
0
B
:
Q
U
A
N
T
I
T
I
E
S
P
R
O
V
I
D
E
D
I
N
C
L
U
D
E
S
U
R
F
A
C
E
A
R
E
A
P
L
U
S
3
0
%
T
O
A
C
C
O
U
N
T
F
O
R
T
R
E
N
C
H
I
N
G
.
14
.
B
A
F
F
L
E
B
O
A
R
D
S
:
I
T
E
M
S
H
A
L
L
I
N
C
L
U
D
E
D
A
L
L
N
E
C
E
S
S
A
R
Y
H
A
R
D
W
A
R
E
A
N
D
W
O
R
K
M
A
N
S
H
I
P
T
O
I
N
S
T
A
L
L
A
N
G
L
E
I
R
O
N
A
N
D
P
R
E
S
S
U
R
E
TR
E
A
T
E
D
W
O
O
D
T
O
C
O
N
C
R
E
T
E
S
T
R
U
C
T
U
R
E
.
15
.
H
E
A
D
G
A
T
E
:
T
O
B
E
F
R
E
S
N
O
S
E
R
I
E
S
8
2
0
0
F
A
B
R
I
C
A
T
E
D
S
L
I
D
E
G
A
T
E
.
C
O
N
T
R
A
C
T
O
R
T
O
O
R
D
E
R
A
N
D
A
C
Q
U
I
R
E
S
H
O
P
D
R
A
W
I
N
G
S
F
R
O
M
FR
E
S
N
O
A
T
O
N
S
E
T
O
F
P
R
O
J
E
C
T
T
O
E
N
S
U
R
E
T
I
M
E
L
Y
D
E
L
I
V
E
R
Y
T
O
T
H
E
S
I
T
E
.
10
.
2
4
-
I
N
C
H
H
D
P
E
P
I
P
E
:
C
O
S
T
F
O
R
P
I
P
E
T
O
I
N
C
L
U
D
E
A
L
L
E
A
R
T
H
W
O
R
K
A
N
D
B
E
D
D
I
N
G
T
O
I
N
S
T
A
L
L
P
I
P
E
.
C
O
S
T
S
H
A
L
L
A
L
S
O
I
N
C
L
U
D
E
B
E
N
D
S
AN
D
C
L
E
A
N
O
U
T
S
A
S
I
D
E
N
T
I
F
I
E
D
O
N
T
H
E
S
E
P
L
A
N
S
.
I
T
I
S
U
N
C
L
E
A
R
I
F
S
U
I
T
A
B
L
E
B
E
D
D
I
N
G
M
A
T
E
R
I
A
L
W
I
L
L
B
E
A
V
A
I
L
A
B
L
E
O
N
S
I
T
E
.
P
I
P
E
WI
L
L
M
E
E
T
C
D
O
T
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
EXISTING DIVERSION CHANNEL
ROAN CREEK
VE
R
T
I
C
A
L
D
R
O
P
CO
N
C
R
E
T
E
F
I
S
H
B
A
R
R
I
E
R
24
"
H
D
P
E
P
I
P
E
BO
U
L
D
E
R
A
P
R
O
N
A
N
D
S
T
A
C
K
E
D
B
O
U
L
D
E
R
W
A
L
L
FO
R
S
T
A
B
I
L
I
Z
A
T
I
O
N
A
N
D
E
N
E
R
G
Y
D
I
S
S
I
P
A
T
I
O
N
ST
R
E
A
M
S
U
B
S
T
R
A
T
E
DO
W
N
S
T
R
E
A
M
T
I
E
I
N
12
"
P
A
R
S
H
A
L
L
F
L
U
M
E
FL
A
R
E
D
E
N
D
S
E
C
T
I
O
N
WI
T
H
T
R
A
S
H
G
U
A
R
D
VO
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
(D
5
0
=
1
2
"
)
,
2
'
T
H
I
C
K
24
"
H
D
P
E
P
I
P
E
AP
P
R
O
X
I
M
A
T
E
L
I
M
I
T
S
OF
D
I
S
T
U
R
B
A
N
C
E
6325
6324
6323
6322 6 3 2 563246323
6 3 2 26321
6320
63196318
6 3 1 2
6 3 1 1 6
3
1
5
6
3
1
5
6
3
2
0
6325
6330
6325
6330
6335
6320
6325
6330
6310
6315
6320
6325
6330
6310
6
3
1
0
6315
6320
6325
6330
6325
6321
632263236324
6326
6327
6328
6320
6325
6330
6335
6320
6320
6324
6323
6322
6321
6
321
6
3
2
0
6
3
2
46
3
2
6
63
2
76328
6329
63
3
1
6
3
1
9
6320
6321
6 3 2 2
6
3
2
2
6
3
2
3
6319
6320
6321
6322
6323
632
1
6
3
22
6323
6324
6
3
2
0
632063216322632363246325
30
"
F
R
E
S
N
O
6
6
0
0
1
0
1
C
S
L
I
D
E
G
A
T
E
W
I
T
H
RE
M
O
V
A
B
L
E
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
F
I
S
H
S
C
R
E
E
N
,
SE
E
S
H
E
E
T
D
T
0
3
24
"
H
D
P
E
P
I
P
E
FL
A
R
E
D
E
N
D
S
E
C
T
I
O
N
WI
T
H
T
R
A
S
H
G
U
A
R
D
VO
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
(D
5
0
=
1
2
"
)
,
2
'
T
H
I
C
K
PA
R
C
E
L
N
O
.
2
1
6
3
2
7
1
0
0
0
0
8
OW
N
E
R
:
R
O
A
N
C
R
E
E
K
D
M
G
IN
V
E
S
T
M
E
N
T
L
L
C
PA
R
C
E
L
N
O
.
2
1
6
3
1
5
4
0
0
9
5
1
OW
N
E
R
:
B
U
R
E
A
U
O
F
L
A
N
D
MA
N
A
G
E
M
E
N
T
PR
O
P
E
R
T
Y
L
I
N
E
AP
P
R
O
X
I
M
A
T
E
L
I
M
I
T
S
OF
D
I
S
T
U
R
B
A
N
C
E
6
3
2
8 6
3
2
7
6
3
2
6
6
3
2
5
6
3
2
4
6
3
2
3
6
3
2
2
6
3
1
0
6
3
1
5
6
3
2
0
6
3
2
0
6
3
2
0
6
3
2
5
6322
6
32
0
6
3
2
0 6
3
1
5
6321
6
3
2
4
6
3
2
5
6
3
2
6
6
3
2
3
6
3
2
2
6324 6323
6322
6321
6319
6319
63
18
6
31
8
63
17
63
1
6
6319
6
3
1
9
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
O
V
E
R
A
L
L
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
OV
0
1
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:17:55 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\PP.DWG-OV1 ROAN CREEK FISH BARRIER OVERALL
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
PL
A
N
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
10
10
2
0
F
T
0
FL
O
W
D
I
R
E
C
T
I
O
N
IN
S
E
T
P
L
A
N
30
30
6
0
F
T
0
MATCH LINE,
SEE INSET PLAN
FL
O
W
D
I
R
E
C
T
I
O
N
MATCH LINE,
SEE PLAN THIS SHEET
LI
N
E
T
A
B
L
E
NU
M
B
E
R
L1
L2 L3 L4
LE
N
G
T
H
8.
6
7
1
59
.
2
8
2
35
.
0
1
3
34
.
0
8
0
DI
R
E
C
T
I
O
N
S8
9
°
3
9
'
1
7
.
2
9
"
W
S6
7
°
4
6
'
4
6
.
2
9
"
W
N7
1
°
2
8
'
4
5
.
5
5
"
W
N6
4
°
1
5
'
5
4
.
0
9
"
W
ST
A
R
T
P
O
I
N
T
(2
1
4
5
8
0
5
.
9
7
4
0
,
1
6
2
5
1
1
1
.
2
5
3
0
)
(2
1
4
5
7
8
2
.
4
1
7
3
,
1
6
2
5
1
0
8
.
2
3
0
9
)
(2
1
4
5
7
2
7
.
5
3
7
9
,
1
6
2
5
0
8
5
.
8
1
2
1
)
(2
1
4
5
6
9
4
.
3
3
8
0
,
1
6
2
5
0
9
6
.
9
3
4
0
)
EN
D
P
O
I
N
T
(2
1
4
5
7
9
7
.
3
0
3
2
,
1
6
2
5
1
1
1
.
2
0
0
8
)
(2
1
4
5
7
2
7
.
5
3
7
9
,
1
6
2
5
0
8
5
.
8
1
2
1
)
(2
1
4
5
6
9
4
.
3
3
8
0
,
1
6
2
5
0
9
6
.
9
3
4
0
)
(2
1
4
5
6
6
3
.
6
3
8
0
,
1
6
2
5
1
1
1
.
7
3
2
0
)
CU
R
V
E
T
A
B
L
E
NU
M
B
E
R
C1
RA
D
I
U
S
40
.
0
0
0
LE
N
G
T
H
15
.
2
7
2
CH
O
R
D
D
I
R
E
C
T
I
O
N
S7
8
°
4
3
'
0
1
.
7
9
"
W
ST
A
R
T
P
O
I
N
T
(2
1
4
5
7
9
7
.
3
0
3
2
,
1
6
2
5
1
1
1
.
2
0
0
8
)
EN
D
P
O
I
N
T
(2
1
4
5
7
8
2
.
4
1
7
3
,
1
6
2
5
1
0
8
.
2
3
0
9
)
LI
N
E
T
A
B
L
E
NU
M
B
E
R
L5 L6 L7 L8 L9
L1
0
L1
1
L1
2
L1
3
L1
4
L1
5
L1
6
L1
7
L1
8
LE
N
G
T
H
15
.
2
7
0
9.
7
2
9
63
.
7
9
4
26
.
3
0
1
16
2
.
5
7
8
68
.
3
8
6
12
7
.
8
8
6
17
2
.
3
6
1
84
.
8
1
6
10
7
.
9
1
7
56
.
2
2
7
88
.
3
0
6
71
.
2
2
4
26
.
7
2
9
DI
R
E
C
T
I
O
N
N1
7
°
0
1
'
4
6
.
1
3
"
W
N2
3
°
1
8
'
3
8
.
5
7
"
W
N3
3
°
5
9
'
3
8
.
4
0
"
W
N4
3
°
4
8
'
5
7
.
6
5
"
W
N6
3
°
5
0
'
3
2
.
8
8
"
W
N5
4
°
2
1
'
4
0
.
8
7
"
W
N4
7
°
5
3
'
2
2
.
9
4
"
W
N6
9
°
0
0
'
5
2
.
9
9
"
W
N7
4
°
0
2
'
2
5
.
6
9
"
W
N5
6
°
2
0
'
3
9
.
6
9
"
W
N7
7
°
4
7
'
2
8
.
3
2
"
W
S8
6
°
1
5
'
4
0
.
9
1
"
W
S7
1
°
0
9
'
5
2
.
1
6
"
W
S2
3
°
5
5
'
4
2
.
4
6
"
W
ST
A
R
T
P
O
I
N
T
(2
1
4
6
6
3
2
.
7
8
2
0
,
1
6
2
4
6
8
8
.
9
8
4
5
)
(2
1
4
6
6
2
8
.
3
1
0
0
,
1
6
2
4
7
0
3
.
5
8
5
0
)
(2
1
4
6
6
2
4
.
4
6
0
0
,
1
6
2
4
7
1
2
.
5
2
0
0
)
(2
1
4
6
5
8
8
.
7
9
2
6
,
1
6
2
4
7
6
5
.
4
1
1
1
)
(2
1
4
6
5
7
0
.
5
8
3
2
,
1
6
2
4
7
8
4
.
3
8
9
0
)
(2
1
4
6
4
2
4
.
6
5
5
8
,
1
6
2
4
8
5
6
.
0
5
9
9
)
(2
1
4
6
3
6
9
.
0
7
7
7
,
1
6
2
4
8
9
5
.
9
0
6
6
)
(2
1
4
6
2
7
4
.
2
0
4
7
,
1
6
2
4
9
8
1
.
6
6
1
9
)
(2
1
4
6
1
1
3
.
2
7
6
0
,
1
6
2
5
0
4
3
.
3
8
9
2
)
(2
1
4
6
0
3
1
.
7
2
9
3
,
1
6
2
5
0
6
6
.
7
1
0
0
)
(2
1
4
5
9
4
1
.
9
0
0
7
,
1
6
2
5
1
2
6
.
5
1
7
9
)
(2
1
4
5
8
8
6
.
9
4
5
1
,
1
6
2
5
1
3
8
.
4
0
8
5
)
(2
1
4
5
7
9
8
.
8
2
7
3
,
1
6
2
5
1
3
2
.
6
5
0
5
)
(2
1
4
5
7
3
1
.
4
1
7
3
,
1
6
2
5
1
0
9
.
6
5
5
7
)
EN
D
P
O
I
N
T
(2
1
4
6
6
2
8
.
3
1
0
0
,
1
6
2
4
7
0
3
.
5
8
5
0
)
(2
1
4
6
6
2
4
.
4
6
0
0
,
1
6
2
4
7
1
2
.
5
2
0
0
)
(2
1
4
6
5
8
8
.
7
9
2
6
,
1
6
2
4
7
6
5
.
4
1
1
1
)
(2
1
4
6
5
7
0
.
5
8
3
2
,
1
6
2
4
7
8
4
.
3
8
9
0
)
(2
1
4
6
4
2
4
.
6
5
5
8
,
1
6
2
4
8
5
6
.
0
5
9
9
)
(2
1
4
6
3
6
9
.
0
7
7
7
,
1
6
2
4
8
9
5
.
9
0
6
6
)
(2
1
4
6
2
7
4
.
2
0
4
7
,
1
6
2
4
9
8
1
.
6
6
1
9
)
(2
1
4
6
1
1
3
.
2
7
6
0
,
1
6
2
5
0
4
3
.
3
8
9
2
)
(2
1
4
6
0
3
1
.
7
2
9
3
,
1
6
2
5
0
6
6
.
7
1
0
0
)
(2
1
4
5
9
4
1
.
9
0
0
7
,
1
6
2
5
1
2
6
.
5
1
7
9
)
(2
1
4
5
8
8
6
.
9
4
5
1
,
1
6
2
5
1
3
8
.
4
0
8
5
)
(2
1
4
5
7
9
8
.
8
2
7
3
,
1
6
2
5
1
3
2
.
6
5
0
5
)
(2
1
4
5
7
3
1
.
4
1
7
3
,
1
6
2
5
1
0
9
.
6
5
5
7
)
(2
1
4
5
7
2
0
.
5
7
6
3
,
1
6
2
5
0
8
5
.
2
2
4
4
)
631
0
6
3
2
5
6
3
1
0
6
3
1
5
6
3
2
0
6
3
2
0
63
20
6
3
2
0
6
3
2
0
6
3
2
5
6
3
1
5
6
3
2
0
6
3
2
0
6
3
2
5
6320
1+00
2+00
3+00
4+00
5+00
6+
0
0
7
+
00
8
+
0
0
9+00
1
0
+
0
0
L5
L6
L7
L8
L9
L10
L11
L12
L
1
3
L14
L
1
5
BE
G
I
N
ST
A
:
1
+
0
0
.
0
0
N:
1
6
2
4
6
8
8
.
9
8
E:
2
1
4
6
6
3
2
.
7
8
63106315
6320632563306335
6315
6
3
2
0
6325
6 3 2 4
6 3 2 3
6 3 2 2
6
3
2
0
63
21
6325
6324 6323
6321
6
3
2
0
6
3
1
5
6
3
1
5
6318
6319
6320
6321
6 3 2 2
6 3 2 3
6 3 2 4
6 3 2 5
6322
6323
6324
EN
D
ST
A
:
2
+
5
2
.
3
2
N:
1
6
2
5
1
1
1
.
7
3
E:
2
1
4
5
6
6
3
.
6
4
BE
G
I
N
ST
A
:
1
+
0
0
.
0
0
N:
1
6
2
5
1
1
1
.
2
5
E:
2
1
4
5
8
0
5
.
9
7
RO
A
N
C
R
E
E
K
AL
I
G
N
M
E
N
T
DI
V
E
R
S
I
O
N
AL
I
G
N
M
E
N
T
ROAN
CREE
K
ROAN CREEK
EX
I
S
T
I
N
G
TH
A
L
W
E
G
6 32 5
6315
6320
6
325
63
3
0
6
3
3
5
6
3
1
0
6315
6320
6
3
2
0
6
3
2
0
6
3
2
5
6320
6320
632
5
6321
6321632263236324
632
6
6327
6321
632263236324
6
3
1
5
6
3
2
0
6320
1+00
2+00
2+52
11
+
8
2
1
1
+
0
0
C
1
6 3 1 2
6 3 1 1
6321
6320
L1
L
2
L3
L4
L16
L
1
7
L18
EN
D
ST
A
:
1
1
+
8
1
.
5
2
N:
1
6
2
5
0
8
5
.
2
2
E:
2
1
4
5
7
2
0
.
5
8
HO
R
I
Z
O
N
T
A
L
C
O
N
T
R
O
L
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
HZ
0
1
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:18:33 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\HZ.DWG-HZ01 HORIZONTAL CONTROL
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
RO
A
N
C
R
E
E
K
C
E
N
T
E
R
L
I
N
E
DI
V
E
R
S
I
O
N
P
I
P
E
C
E
N
T
E
R
L
I
N
E
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
IN
S
E
T
P
L
A
N
30
30
6
0
F
T
0
MATCH LINE,
SEE INSET PLAN
PL
A
N
10
10
2
0
F
T
0
MATCH LINE,
SEE PLAN THIS SHEET
1 +2 9
1 +4 4
1 +5 8
1 +7 0
1 +8 3
1
+
8
2
1
+
8
3
1+00
2+00
2+52
CO
N
C
R
E
T
E
FI
S
H
BA
R
R
I
E
R
RO
C
K
AP
R
O
N
1
1
+
0
0
11+82
RO
A
N
C
R
E
E
K
AL
I
G
N
M
E
N
T
DI
V
E
R
S
I
O
N
A
L
I
G
N
M
E
N
T
,
(S
E
E
S
H
E
E
T
S
P
P
0
2
-
P
P
0
3
)
24
"
H
D
P
E
P
I
P
E
12
"
P
A
R
S
H
A
L
L
F
L
U
M
E
B3
6
B
O
U
L
D
E
R
S
(D
5
0
=
3
6
"
)
(
T
Y
P
)
ST
A
C
K
E
D
B
3
6
B
O
U
L
D
E
R
S
(D
5
0
=
3
6
"
)
(
T
Y
P
)
ST
R
E
A
M
S
U
B
S
T
R
A
T
E
1
8
"
T
H
I
C
K
(
M
I
N
.
)
TI
E
I
N
T
O
E
X
I
S
T
I
N
G
D
O
W
N
S
T
R
E
A
M
C
H
A
N
N
E
L
30
"
F
R
E
S
N
O
6
6
0
0
1
0
1
C
S
L
I
D
E
G
A
T
E
W
I
T
H
RE
M
O
V
A
B
L
E
G
A
L
V
A
N
I
Z
E
D
S
T
E
E
L
F
I
S
H
S
C
R
E
E
N
,
SE
E
S
H
E
E
T
D
T
0
3
RA
I
L
I
N
G
,
SE
E
S
T
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
AR
E
A
I
N
F
R
O
N
T
O
F
S
T
R
U
C
T
U
R
E
T
O
B
E
BA
C
K
F
I
L
L
E
D
A
N
D
C
O
M
P
A
C
T
E
D
W
I
T
H
CL
A
S
S
1
S
T
R
U
C
T
U
R
A
L
F
I
L
L
T
O
P
R
E
V
E
N
T
PI
P
I
N
G
O
F
W
A
T
E
R
A
R
O
U
N
D
S
T
R
U
C
T
U
R
E
LO
W
F
L
O
W
N
O
T
C
H
W
I
T
H
A
N
G
L
E
IR
O
N
F
O
R
B
A
F
F
L
E
B
O
A
R
D
S
EXISTING DIVERSION CHANNEL
ROAN CREEK
6323
6
3
2
1
6
3
2
0 6
3
1
5
6
3
1
5
6 3 1 2
6 3 1 1
6319
6320
6 32 1
6 3 2 2
6 3 2 3
6 3 2 4
6 3 2 5
6325
6330
6
3
2
0
6325
6330
6335
6310
6315
6320
6325
6330
63
25
6
33
0
6
3
3
5
6325
6330
6335
6320
6325
6330
6335
6
3
2
1
6
3
1
9
6323
6
32
2
6
321
6320
632
6
6324 6323
6321
6322
6320
6320
631
1
6310
6310
6 3 2 2
6322
6323
63
24
6
3
1
9
6
3
2
0
6
3
2
1
ELEVATION, (ft)
ELEVATION, (ft)
ST
A
T
I
O
N
,
(
f
t
)
63
0
0
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
0
0
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
1+
0
0
1+
2
5
1+
5
0
1+
7
5
2+
0
0
2+
2
5
2+
5
0
2+
7
5
4.
0
'
C
O
N
C
R
E
T
E
C
U
T
O
F
F
W
A
L
L
T
O
EX
T
E
N
D
A
C
R
O
S
S
D
O
W
N
S
T
R
E
A
M
E
D
G
E
OF
C
O
N
C
R
E
T
E
A
P
R
O
N
EX
I
S
T
I
N
G
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
CR
E
S
T
ST
A
:
1
+
8
2
.
6
0
EL
E
V
:
6
3
2
0
.
0
0
TO
E
ST
A
:
1
+
8
2
.
5
0
EL
E
V
:
6
3
1
2
.
3
4
EN
D
O
F
C
O
N
C
R
E
T
E
A
P
R
O
N
ST
A
:
1
+
5
7
.
6
0
EL
E
V
:
6
3
1
2
.
3
4
GR
A
D
E
B
R
E
A
K
ST
A
:
1
+
2
7
.
6
0
EL
E
V
:
6
3
1
0
.
0
6
MA
T
C
H
EX
I
S
T
I
N
G
GR
A
D
E
ST
A
:
1
+
1
5
.
4
6
EL
E
V
:
6
3
1
0
.
0
6
CO
N
C
R
E
T
E
F
I
S
H
BA
R
R
I
E
R
B3
6
B
O
U
L
D
E
R
A
P
R
O
N
B3
6
B
O
U
L
D
E
R
S
(D
5
0
=
3
6
"
)
(
T
Y
P
)
ST
R
E
A
M
S
U
B
S
T
R
A
T
E
18
"
T
H
I
C
K
(
M
I
N
.
)
TI
E
I
N
T
O
E
X
I
S
T
I
N
G
DO
W
N
S
T
R
E
A
M
CH
A
N
N
E
L
,
SE
E
S
H
E
E
T
D
T
0
1
CL
A
S
S
1
S
T
R
U
C
T
U
R
A
L
BA
C
K
F
I
L
L
4.
5
'
MA
T
C
H
E
X
I
S
T
I
N
G
G
R
A
D
E
ST
A
:
2
+
0
7
.
9
2
EL
E
V
:
6
3
1
9
.
2
3
RO
A
N
C
R
E
E
K
P
L
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
PP
0
1
0
10
10
0
5
5
VE
R
T
I
C
A
L
HO
R
I
Z
O
N
T
A
L
20
F
T
10
F
T
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:18:48 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\PP.DWG-PP01 ROAN CREEK PLAN AND PROFILE
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
RO
A
N
C
R
E
E
K
P
R
O
F
I
L
E
PL
A
N
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
NO
T
E
:
1.
S
E
E
D
R
A
W
I
N
G
X
S
0
1
F
O
R
C
R
O
S
S
S
E
C
T
I
O
N
S
.
2.
S
E
E
S
T
R
U
C
T
U
R
A
L
D
R
A
W
I
N
G
S
F
O
R
A
L
L
ST
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
.
10
10
2
0
F
T
0
1
+
0
0
2+00
2+52
C
O
N
C
R
E
T
E
F
I
S
H
B
A
R
R
I
E
R
B
3
6
B
O
U
L
D
E
R
A
P
R
O
N
ROAN CREEK
FLOW
BE
N
D
:
4
7
.
2
4
°
BE
N
D
:
1
5
.
9
5
°
BE
N
D
:
2
1
.
4
5
°
BE
N
D
:
1
7
.
7
0
°
BE
N
D
:
5
.
0
3
°
RO
A
N
C
R
E
E
K
AL
I
G
N
M
E
N
T
,
SE
E
S
H
E
E
T
P
P
0
1
12
"
P
A
R
S
H
A
L
L
F
L
U
M
E
VO
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
(D
5
0
=
1
2
"
)
,
2
'
T
H
I
C
K
FL
A
R
E
D
E
N
D
S
E
C
T
I
O
N
WI
T
H
T
R
A
S
H
G
U
A
R
D
24
"
H
D
P
E
P
I
P
E
DI
T
C
H
P
R
O
F
I
L
E
A
L
I
G
N
M
E
N
T
,
SE
E
P
R
O
F
I
L
E
T
H
I
S
S
H
E
E
T
EX
T
E
N
T
S
O
F
S
U
R
V
E
Y
,
SE
E
N
O
T
E
S
T
H
I
S
S
H
E
E
T
FL
A
R
E
D
E
N
D
S
E
C
T
I
O
N
WI
T
H
T
R
A
S
H
G
U
A
R
D
EX
I
S
T
I
N
G
T
R
E
E
,
(T
Y
P
.
)
BE
N
D
:
5
.
0
3
°
BE
N
D
:
5
.
0
3
°
CL
E
A
N
O
U
T
ST
A
:
6
+
9
5
.
2
6
N:
1
6
2
5
0
2
5
.
1
1
E:
2
1
4
6
1
6
0
.
9
4
11
+
8
2
7+00
8+00
9+00
1
0
+
0
0
1
1
+
0
0
CL
E
A
N
O
U
T
ST
A
:
8
+
8
2
.
2
6
N:
1
6
2
5
0
9
5
.
0
5
E:
2
1
4
5
9
8
9
.
1
6
6 3 1 0
6315
6320
6325
6330
6335
6340
6345
6350
6355
6360
6365
6370
6375
6380
6385
632
0
6
3
2
5
6330
6
3
2
0
6
3
2
5
6
3
3
0
6305
63056310
6310
6315
6315
6320
6325
6330
6335
6
3
1
0
6
3
1
5
6320
6
3
2
0
6320
63256330
6335
6323632463266327
6328
6329
633163326333
6
3
3
4
63366337
63386339
6
3
3
5
6331
6332
6
3
3
3
6
3
3
4
6
3
3
6
6
3
3
7
6325
6330
6322
6323
6324
6326
6327
6
3
2
863296331
6
3
3
2
6330
6328
63296
3
3
1
63326333
6334
6325
6324
6323
6322
6321
6320
6320
6321
6321
6319
6320
6321
6322
6
3
2
8 6
3
2
7
6326
6325 6
3
2
4
6
3
2
2
6319
63
2
0
6
3
2
0
6
3
2
0
6
3
2
0
6
3
1
5
6
3
1
0
6310
6
3
1
1
6
3
1
5
6
3
2
0
6
3
2
5
6
3
3
0
6 3 0 9
6
3
0
8
6307
6
3
0
7
6
3
0
8
6306
6306
6320 6
3
2
1
63206325
6325
6323
6324
6 3 2 5
6324
6323
6322
63216320
RE
G
R
A
D
E
D
I
T
C
H
A
S
S
H
O
W
N
O
N
P
R
O
F
I
L
E
,
SE
E
T
Y
P
I
C
A
L
D
I
T
C
H
S
E
C
T
I
O
N
O
N
S
H
E
E
T
#
#
#
#
ELEVATION, (ft)
ELEVATION, (ft)
ST
A
T
I
O
N
,
(
f
t
)
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
63
4
0
63
4
5
63
5
0
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
63
4
0
63
4
5
63
5
0
6+
5
0
6+
7
5
7+
0
0
7+
2
5
7+
5
0
7+
7
5
8+
0
0
8+
2
5
8+
5
0
8+
7
5
9+
0
0
9+
2
5
9+
5
0
9+
7
5
10
+
0
0
10
+
2
5
10
+
5
0
10
+
7
5
11
+
0
0
11
+
2
5
11
+
5
0
11
+
7
5
12
+
0
0
MATCH LINE STA. 4+50,
SEE SHEET PP03
84
.
8
2
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
17
2
.
3
6
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
21
.
7
3
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
7
0
%
19
.
3
1
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
7
0
%
78
.
0
1
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
56
.
2
3
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
10
7
.
9
2
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
47
.
2
4
°
B
E
N
D
ST
A
:
1
1
+
5
4
.
8
0
IN
V
.
E
L
:
6
3
1
9
.
9
5
15
.
9
5
°
B
E
N
D
ST
A
:
9
+
9
5
.
2
7
IN
V
.
E
L
:
6
3
1
8
.
8
9
21
.
4
5
°
B
E
N
D
ST
A
:
9
+
3
9
.
0
4
IN
V
.
E
L
:
6
3
1
8
.
7
9
17
.
7
0
°
B
E
N
D
ST
A
:
8
+
3
1
.
1
2
IN
V
.
E
L
:
6
3
1
8
.
5
9
FL
A
R
E
D
E
N
D
S
E
C
T
I
O
N
WI
T
H
T
R
A
S
H
G
U
A
R
D
ST
A
:
1
0
+
7
7
.
1
0
IN
V
.
E
L
:
6
3
1
9
.
0
4
FL
A
R
E
D
E
N
D
SE
C
T
I
O
N
W
I
T
H
TR
A
S
H
G
U
A
R
D
ST
A
:
1
1
+
3
1
.
6
6
IN
V
.
E
L
:
6
3
1
9
.
6
9
ST
A
:
1
1
+
7
6
.
5
2
IN
V
.
E
L
:
6
3
2
0
.
0
0
CL
E
A
N
O
U
T
ST
A
:
8
+
8
2
.
2
6
CA
P
E
L
:
6
3
2
1
.
8
5
10
.
0
0
'
14
.
6
5
'
0.
3
'
0.
5
'
0.70%
0.17%
12
"
P
A
R
S
H
A
L
L
F
L
U
M
E
,
SE
E
S
H
E
E
T
D
T
0
2
PR
O
P
O
S
E
D
G
R
A
D
E
1'
C
O
V
E
R
O
N
P
I
P
E
,
(M
I
N
.
)
EX
I
S
T
I
N
G
G
R
A
D
E
VO
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
(D
5
0
=
1
2
"
)
,
2
'
T
H
I
C
K
ST
A
:
1
1
+
0
1
.
6
6
IN
V
.
E
L
:
6
3
1
9
.
8
0
ST
A
:
1
0
+
9
1
.
7
4
IN
V
.
E
L
:
6
3
1
9
.
5
5
CL
E
A
N
O
U
T
ST
A
:
6
+
9
5
.
2
6
CA
P
E
L
:
6
3
2
1
.
5
1
5.
0
3
°
B
E
N
D
ST
A
:
7
+
4
6
.
3
0
IN
V
.
E
L
:
6
3
1
8
.
4
4
30
"
F
R
E
S
N
O
6
6
0
0
1
0
1
C
SL
I
D
E
G
A
T
E
W
I
T
H
RE
M
O
V
A
B
L
E
G
A
L
V
A
N
I
Z
E
D
ST
E
E
L
F
I
S
H
S
C
R
E
E
N
,
SE
E
S
H
E
E
T
D
T
0
3
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:19:38 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\PP - DOWN DITCH.DWG-PP02 - DITCH P&P
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
DI
T
C
H
P
L
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
PP
0
2
0
20
20
0
10
10
VE
R
T
I
C
A
L
HO
R
I
Z
O
N
T
A
L
40
F
T
20
F
T
DI
T
C
H
P
R
O
F
I
L
E
PL
A
N
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
20
4
0
F
T
20
0
NO
T
E
S
:
1.
S
U
R
V
E
Y
E
X
T
E
N
T
S
S
H
O
W
N
O
N
T
H
I
S
S
H
E
E
T
S
H
O
W
T
H
E
L
I
M
I
T
S
O
F
T
H
E
S
U
R
V
E
Y
C
O
M
P
L
E
T
E
D
B
Y
B
O
O
K
C
L
I
F
F
SU
R
V
E
Y
I
N
2
0
2
0
A
N
D
2
0
2
4
.
T
O
P
O
G
R
A
P
H
Y
S
H
O
W
N
O
U
T
S
I
D
E
O
F
T
H
E
S
U
R
V
E
Y
E
X
T
E
N
T
S
I
S
B
A
S
E
D
O
N
C
O
L
O
R
A
D
O
WA
T
E
R
C
O
N
S
E
R
V
A
T
I
O
N
B
O
A
R
D
(
C
W
C
B
)
L
I
D
A
R
D
A
T
A
D
A
T
E
D
0
9
/
2
7
/
2
0
1
6
.
MATCH LINE STA. 4+50,
SEE SHEET PP03
ELEVATION, (ft)
ELEVATION, (ft)
ST
A
T
I
O
N
,
(
f
t
)
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
63
4
0
63
4
5
63
5
0
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
63
4
0
63
4
5
63
5
0
1+
0
0
1+
2
5
1+
5
0
1+
7
5
2+
0
0
2+
2
5
2+
5
0
2+
7
5
3+
0
0
3+
2
5
3+
5
0
3+
7
5
4+
0
0
4+
2
5
4+
5
0
4+
7
5
5+
0
0
5+
2
5
5+
5
0
5+
7
5
6+
0
0
6+
2
5
6+
5
0
MATCH LINE STA. 4+50,.
SEE SHEET PP02
10
.
0
0
'
17
2
.
3
6
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
12
7
.
8
9
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
CL
E
A
N
O
U
T
ST
A
:
5
+
0
8
.
2
6
CA
P
E
L
:
6
3
2
1
.
1
8
MA
T
C
H
E
X
I
S
T
I
N
G
G
R
A
D
E
ST
A
:
1
+
1
5
.
2
6
EL
:
6
3
1
7
.
2
4
FL
A
R
E
D
E
N
D
S
E
C
T
I
O
N
WI
T
H
T
R
A
S
H
G
U
A
R
D
ST
A
:
1
+
2
5
.
2
6
IN
V
.
E
L
:
6
3
1
7
.
3
1
0.69%
PR
O
P
O
S
E
D
G
R
A
D
E
1'
C
O
V
E
R
O
N
P
I
P
E
,
(M
I
N
.
)
VO
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
(D
5
0
=
1
2
"
)
,
2
'
T
H
I
C
K
EX
I
S
T
I
N
G
G
R
A
D
E
21
.
1
3
°
B
E
N
D
ST
A
:
5
+
7
3
.
9
4
IN
V
.
E
L
:
6
3
1
8
.
1
2
68
.
3
9
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
16
2
.
5
8
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
59
.
7
1
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
6.
4
7
°
B
E
N
D
ST
A
:
4
+
4
6
.
0
6
IN
V
.
E
L
:
6
3
1
7
.
8
9
9.
4
8
°
B
E
N
D
ST
A
:
3
+
7
7
.
6
7
IN
V
.
E
L
:
6
3
1
7
.
7
7
20
.
0
3
°
B
E
N
D
ST
A
:
2
+
1
5
.
0
9
IN
V
.
E
L
:
6
3
1
7
.
4
7
9.
8
2
°
B
E
N
D
ST
A
:
1
+
8
8
.
7
9
IN
V
.
E
L
:
6
3
1
7
.
4
3
26
.
3
0
'
O
F
2
4
"
H
D
P
E
P
I
P
E
@
0
.
1
8
%
CL
E
A
N
O
U
T
ST
A
:
3
+
2
1
.
2
6
CA
P
E
L
:
6
3
2
0
.
8
4
1 +00
2+00
3+00
4+00
5+00
6
+
0
0
ROAN CREEK
FLOW
C R 2 0 4
VO
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
(D
5
0
=
1
2
"
)
,
2
'
T
H
I
C
K
24
"
H
D
P
E
P
I
P
E
DI
T
C
H
P
R
O
F
I
L
E
A
L
I
G
N
M
E
N
T
,
SE
E
P
R
O
F
I
L
E
T
H
I
S
S
H
E
E
T
EX
T
E
N
T
S
O
F
S
U
R
V
E
Y
,
SE
E
N
O
T
E
S
T
H
I
S
S
H
E
E
T
FL
A
R
E
D
E
N
D
S
E
C
T
I
O
N
WI
T
H
T
R
A
S
H
G
U
A
R
D
EX
I
S
T
I
N
G
T
R
E
E
,
(T
Y
P
.
)
PR
O
P
E
R
T
Y
LI
N
E
PA
R
C
E
L
N
O
.
2
1
6
3
2
7
1
0
0
0
0
8
OW
N
E
R
:
R
O
A
N
C
R
E
E
K
D
M
G
IN
V
E
S
T
M
E
N
T
L
L
C
PA
R
C
E
L
N
O
.
2
1
6
3
1
5
4
0
0
9
5
1
OW
N
E
R
:
B
U
R
E
A
U
O
F
L
A
N
D
MA
N
A
G
E
M
E
N
T
ROAN CREEK
FLOW
CL
E
A
N
O
U
T
ST
A
:
3
+
2
1
.
2
6
N:
1
6
2
4
8
3
1
.
1
9
E:
2
1
4
6
4
7
5
.
2
9
BE
N
D
:
2
1
.
1
3
°
BE
N
D
:
6
.
4
7
°
BE
N
D
:
9
.
4
8
°
BE
N
D
:
2
0
.
0
3
°
BE
N
D
:
9
.
8
2
°
CL
E
A
N
O
U
T
ST
A
:
5
+
0
8
.
2
6
N:
1
6
2
4
9
3
7
.
6
2
E:
2
1
4
6
3
2
2
.
9
3
6305
6
3
1
0
6315
6
3
20
6
32
5
6305
6
3
0
56310
6310
6315
6300
6
3
0
0
6
3
0
5
6
3
0
5
6310
6315
6320632563306335
63406345635063556360
6330
6 3 3 563406345
6
3
5
0
6
3
5
1
6352
6
3
5
5
6
3
6
0
6
3
5
6
6
3
5
7
6
3
5
8
6
3
5
9
6
3
6
3
6
3
2
0
6
3
1
5
6310
6
3
0
9
6
3
0
8 6
3
0
5
6 3 1 2
6 3 1 363146316
6318
6317
6319
6
3
2
6 6
3
2
5
6
3
2
4
6
3
2
3
6
3
2
2
6
3
2
1
6319
6
3
2
0
6321
6324
6323
6322
6
3
2
1
6320
6319
6319
6
3
3
2
6
3
3
1
6
3
3
0
6329
6
3
2
8
6 3 2 86329
6330
632 7
6330
6
3
2
9
6328
6
3
2
7
6
3
2
6
6325
6
3
2
4
6318
6317
6316
6315
6
3
1
4
6313
6
3
1
2
6
3
1
8
6
3
1
8
6
3
1
8
6
3
1
9
6318
6
3
2
0
6
3
2
1
6
3
2
2
6322
6
3
2
1
632
0
6319
6318
6 315
6 3 1 9
6 318
6317
6318
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:19:43 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\PP - DOWN DITCH.DWG-PP03 - DITCH P&P
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
DI
T
C
H
P
L
A
N
A
N
D
P
R
O
F
I
L
E
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
PP
0
3
0
20
20
0
10
10
VE
R
T
I
C
A
L
HO
R
I
Z
O
N
T
A
L
40
F
T
20
F
T
DI
T
C
H
P
R
O
F
I
L
E
PL
A
N
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
20
4
0
F
T
20
0
NO
T
E
S
:
1.
S
U
R
V
E
Y
E
X
T
E
N
T
S
S
H
O
W
N
O
N
T
H
I
S
S
H
E
E
T
S
H
O
W
T
H
E
L
I
M
I
T
S
O
F
T
H
E
S
U
R
V
E
Y
C
O
M
P
L
E
T
E
D
B
Y
B
O
O
K
C
L
I
F
F
SU
R
V
E
Y
I
N
2
0
2
0
A
N
D
2
0
2
4
.
T
O
P
O
G
R
A
P
H
Y
S
H
O
W
N
O
U
T
S
I
D
E
O
F
T
H
E
S
U
R
V
E
Y
E
X
T
E
N
T
S
I
S
B
A
S
E
D
O
N
C
O
L
O
R
A
D
O
WA
T
E
R
C
O
N
S
E
R
V
A
T
I
O
N
B
O
A
R
D
(
C
W
C
B
)
L
I
D
A
R
D
A
T
A
D
A
T
E
D
0
9
/
2
7
/
2
0
1
6
.
M A T C H L I N E S T A . 6 +5 0 ,
S E E S H E E T P P 0 2
ST
A
:
1
+
2
9
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
0
25
0
ST
A
:
1
+
4
4
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
0
25
0
ST
A
:
1
+
5
8
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
0
25
0
-2
5
ST
A
:
1
+
7
0
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
0
25
0
-2
5
ST
A
:
1
+
8
3
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
00
-2
5
20
.
0
'
20
.
0
'
20
.
0
'
17
.
7
'
15
.
3
'
7.
7
'
10
.
9
'
3.
7
'
PR
O
P
O
S
E
D
G
R
A
D
E
EX
I
S
T
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
EX
I
S
T
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
EX
I
S
T
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
EX
I
S
T
G
R
A
D
E
EX
I
S
T
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
B3
6
B
O
U
L
D
E
R
S
AT
L
O
W
F
L
O
W
B3
6
S
T
A
C
K
E
D
B
O
U
L
D
E
R
S
SE
E
D
T
0
1
B3
6
S
T
A
C
K
E
D
B
O
U
L
D
E
R
S
SE
E
D
T
0
1
CO
N
C
R
E
T
E
F
I
S
H
BA
R
R
I
E
R
CO
N
C
R
E
T
E
F
I
S
H
BA
R
R
I
E
R
EL
:
6
3
2
0
.
0
0
'
EL
:
6
3
1
2
.
3
4
'
EL
:
6
3
1
2
.
3
4
'
EL
:
6
3
2
3
.
2
8
'
EL
:
6
3
4
0
.
8
8
'
EL
:
6
3
4
4
.
9
1
'
EL
:
6
3
4
5
.
6
9
'
EL
:
6
3
4
9
.
8
2
'
EL
:
6
3
4
1
.
5
2
'
EL
:
6
3
4
7
.
4
7
'
EL
:
6
3
2
0
.
0
0
'
EL
:
6
3
2
5
.
0
0
'
EL
:
6
3
2
1
.
3
0
'
AN
G
L
E
I
R
O
N
F
O
R
B
A
F
F
L
E
B
O
A
R
D
S
,
SE
E
S
H
E
E
T
D
T
0
1
SE
C
T
I
O
N
S
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
XS
0
1
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:20:29 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\XS.DWG-XS01 SECTIONS
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
0
10
10
0
5
5
VE
R
T
I
C
A
L
HO
R
I
Z
O
N
T
A
L
20
F
T
10
F
T
LE
G
E
N
D
:
PR
O
P
O
S
E
D
G
R
A
D
E
EX
I
S
T
I
N
G
G
R
A
D
E
1+00
2+00
2+52
1
+
8
2
1
+
8
3
10
9
°
13
6
°
6 3 1 1
6320
6321
6
3
2
1
6323
6
3
2
0
6
3
1
5
6321
6323
6324
6325
6 3 2 26323
6 3 2 5
6 3 2 4
6 3 2 3
6 3 2 26321
6320
6
3
1
5
20
.
0
'
25
.
0
'
SE
C
T
I
O
N
1
+
8
3
N:
1
6
2
5
1
1
0
.
0
8
E:
2
1
4
5
7
2
1
.
0
4
OF
F
S
E
T
:
2
9
.
0
1
TO
P
E
L
/
F
G
:
6
3
2
5
.
0
0
'
SE
C
T
I
O
N
1
+
8
3
N:
1
6
2
5
0
5
9
.
6
3
E:
2
1
4
5
7
1
1
.
1
9
OF
F
S
E
T
:
-
4
3
.
2
1
TO
P
E
L
/
F
G
:
6
3
2
5
.
0
0
'
SE
C
T
I
O
N
1
+
8
2
N:
1
6
2
5
0
9
8
.
2
6
E:
2
1
4
5
7
5
0
.
1
3
OF
F
S
E
T
:
2
7
.
4
6
TO
P
E
L
:
6
3
2
0
.
0
0
'
TO
E
E
L
:
6
3
1
2
.
3
4
'
SE
C
T
I
O
N
1
+
8
3
N:
1
6
2
5
0
5
7
.
5
2
E:
2
1
4
5
7
0
6
.
0
2
OF
F
S
E
T
:
-
4
8
.
8
0
EL
:
6
3
2
6
.
4
6
'
SE
C
T
I
O
N
1
+
8
3
N:
1
6
2
5
0
6
9
.
1
6
E:
2
1
4
5
7
3
4
.
4
8
OF
F
S
E
T
:
-
1
8
.
0
4
TO
P
E
L
:
6
3
2
5
.
0
0
'
TO
E
E
L
:
6
3
2
0
.
5
0
'
SE
C
T
I
O
N
1
+
8
3
N:
1
6
2
5
0
8
8
.
6
0
E:
2
1
4
5
7
2
6
.
5
3
OF
F
S
E
T
:
2
.
9
6
TO
P
E
L
:
6
3
2
5
.
0
0
'
TO
E
E
L
:
6
3
2
0
.
0
0
'
SE
C
T
I
O
N
1
+
8
3
N:
1
6
2
5
0
9
1
.
6
8
E:
2
1
4
5
7
1
9
.
5
9
OF
F
S
E
T
:
1
0
.
5
5
TO
P
E
L
:
6
3
2
5
.
0
0
'
TO
E
E
L
:
6
3
2
0
.
1
0
'
SE
C
T
I
O
N
1
+
8
3
N:
1
6
2
5
1
3
9
.
9
9
E:
2
1
4
5
7
2
3
.
3
9
OF
F
S
E
T
:
5
9
.
0
1
EL
:
6
3
2
6
.
9
7
'
SE
C
T
I
O
N
1
+
8
2
N:
1
6
2
5
0
8
8
.
9
8
E:
2
1
4
5
7
2
7
.
4
6
OF
F
S
E
T
:
2
.
9
6
TO
P
E
L
:
6
3
2
5
.
0
0
'
TO
E
E
L
:
6
3
1
2
.
3
4
'
SE
C
T
I
O
N
1
+
8
1
N:
1
6
2
5
0
6
9
.
5
4
E:
2
1
4
5
7
3
5
.
4
1
OF
F
S
E
T
:
-
1
8
.
0
4
TO
P
E
L
:
6
3
2
5
.
0
0
'
TO
E
E
L
:
6
3
1
2
.
3
4
'
SE
C
T
I
O
N
1
+
8
2
N:
1
6
2
5
0
9
5
.
8
6
E:
2
1
4
5
7
8
9
.
1
4
OF
F
S
E
T
:
-
7
7
.
9
7
EL
:
6
3
1
4
.
1
3
'
SE
C
T
I
O
N
1
+
8
2
N:
1
6
2
5
1
1
1
.
6
7
E:
2
1
4
5
7
8
2
.
9
2
OF
F
S
E
T
:
6
2
.
8
9
EL
:
6
3
1
3
.
3
6
'
SE
C
T
I
O
N
1
+
8
2
N:
1
6
2
5
0
7
8
.
8
2
E:
2
1
4
5
7
5
8
.
0
8
OF
F
S
E
T
:
-
4
2
.
5
4
TO
P
E
L
:
6
3
2
0
.
0
0
'
TO
E
E
L
:
6
3
1
2
.
3
4
'
PR
O
P
O
S
E
D
2
4
"
DI
V
E
R
S
I
O
N
P
I
P
E
12
"
P
A
R
S
H
A
L
L
F
L
U
M
E
ROAN
CREEK
ROAN CREEK
CO
N
C
R
E
T
E
FI
S
H
BA
R
R
I
E
R
6325
632263236324
6326
6320
6320
6325
6330
6335
6310
6310
6315
6320
6325
6330
6
3
1
5
6320
6
3
2
0
6322
6323
6324
6325
6326
6327
6328
6329
6330
6331
6332
6333
6334
6335
6320
6321
6322
6323
6324
6325
6326
6327
6328
6329
6
3
2
0
6
3
1
9
6
3
1
8
6
3
2
0
6
3
1
9
6
3
2
0
6
3
2
1
6
3
2
2
6
3
2
3
6
3
2
4
6326
6327
6328
6325
30
.
0
'
6 3 1 2
ST
A
:
1
+
8
3
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
0
25
50
0
-2
5
20
.
0
'
5.
0
'
1.
3
'
5.
0
'
3.
7
'
9.
0
'
1.
0
'
25
.
7
'
8.
1
'
18
.
5
'
4.
0
'
9.
0
'
9.
0
'
5.
7
'
16
.
7
'
9.
4
'
10
.
8
'
14
.
4
'
22
.
0
'
7.
7
'
24
"
D
I
V
.
P
I
P
E
IN
V
.
6
3
2
0
.
0
0
'
3.
8
'
EL
:
6
3
1
6
.
0
0
'
EL
:
6
3
1
2
.
3
4
'
PR
O
P
O
S
E
D
G
R
A
D
E
EX
I
S
T
G
R
A
D
E
EL
:
6
3
2
5
.
0
0
'
EL
:
6
3
1
9
.
3
0
'
EL
:
6
3
1
6
.
0
0
'
EL
:
6
3
2
1
.
3
0
'
PR
O
P
O
S
E
D
C
H
A
N
N
E
L
G
R
A
D
E
UP
S
T
R
E
A
M
O
F
S
T
R
U
C
T
U
R
E
RA
I
L
I
N
G
AN
G
L
E
I
R
O
N
F
O
R
B
A
F
F
L
E
B
O
A
R
D
S
,
SE
E
S
H
E
E
T
D
T
0
1
ST
A
:
1
+
8
2
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
63
3
5
0
25
50
0
-2
5
-5
0
-7
5
1.
0
'
20
.
0
'
5.
5
'
5.
5
'
19
.
0
'
19
.
0
'
7.
7
'
7.
7
'
4.
0
'
4.
0
'
12
.
7
'
B3
6
S
T
A
C
K
E
D
B
O
U
L
D
E
R
WA
L
L
S
E
E
D
T
0
1
(
T
Y
P
.
)
PR
O
P
O
S
E
D
G
R
A
D
E
EX
I
S
T
G
R
A
D
E
PR
O
P
O
S
E
D
G
R
A
D
E
A
T
BA
S
E
O
F
S
T
R
U
C
T
U
R
E
4.
0
'
C
O
N
C
R
E
T
E
C
U
T
O
F
F
W
A
L
L
T
O
EX
T
E
N
D
A
C
R
O
S
S
D
O
W
N
S
T
R
E
A
M
E
D
G
E
OF
C
O
N
C
R
E
T
E
A
P
R
O
N
CR
E
S
T
O
F
B
A
R
R
I
E
R
EL
:
6
3
2
1
.
3
0
EL
:
6
3
2
5
.
0
0
'
EL
:
6
3
2
0
.
0
0
'
EL
:
6
3
2
0
.
0
0
'
EL
:
6
3
1
2
.
3
4
'
EL
:
6
3
1
0
.
0
6
'
EL
:
6
3
1
0
.
0
6
'
RA
I
L
I
N
G
SE
C
T
I
O
N
S
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
XS
0
2
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:20:36 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\XS.DWG-XS02 SECTIONS
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
PL
A
N
0
10
10
0
5
5
VE
R
T
I
C
A
L
HO
R
I
Z
O
N
T
A
L
20
F
T
10
F
T
10
10
2
0
F
T
0
ROAN CREEK
UP
L
A
N
D
P
L
A
N
T
I
N
G
W
I
T
H
N
E
D
I
A
S4
0
0
B
E
R
O
S
I
O
N
C
O
N
T
R
O
L
B
L
A
N
K
E
T
RI
P
A
R
I
A
N
P
L
A
N
T
I
N
G
W
I
T
H
N
E
D
I
A
KO
I
R
M
A
T
7
0
0
E
R
O
S
I
O
N
C
O
N
T
R
O
L
BL
A
N
K
E
T
WI
L
L
O
W
P
L
A
N
T
I
N
G
W
I
T
H
N
E
D
I
A
KO
I
R
M
A
T
7
0
0
E
R
O
S
I
O
N
C
O
N
T
R
O
L
BL
A
N
K
E
T
UP
L
A
N
D
P
L
A
N
T
I
N
G
(
N
O
K
O
I
R
M
A
T
S4
0
0
B
E
R
O
S
I
O
N
C
O
N
T
R
O
L
BL
A
N
K
E
T
)
ST
A
G
I
N
G
A
R
E
A
S
U
R
R
O
U
N
D
E
D
W
I
T
H
SI
L
T
F
E
N
C
E
CH
E
C
K
D
A
M
ROAN CREEK
LE
G
E
N
D
WI
L
L
O
W
P
L
A
N
T
I
N
G
S
RI
P
A
R
I
A
N
S
E
E
D
I
N
G
UP
L
A
N
D
S
E
E
D
I
N
G
KO
I
R
M
A
T
7
0
0
E
R
O
S
I
O
N
C
O
N
T
R
O
L
B
L
A
N
K
E
T
KO
I
R
M
A
T
S
4
0
0
B
E
R
O
S
I
O
N
C
O
N
T
R
O
L
B
L
A
N
K
E
T
6
3
2
1
6323
6 3 2 5
6 3 2 46323
6 3 2 26321
6320
631963186311
6 3 1 2
6
3
1
5
6
3
1
5
6
3
2
0
6
3
2
1
6323
6325
6325
6330
6335
6320
6325
6330
6335
6
3
2
0
6
3
2
5
6
3
3
0
63
35
63
1
0
63
1
5
63
20
6325
6330
6
3
1
5
6
3
2
0
6
3
2
0
6
3
2
5
6330
6325
63216322
6323
6324
6326
63276328
6325
632263236324
6
3
2
1
6
3
1
9
6
3
2
0
63
2
6
63
27
6
3
2
8
6
3
2
9
6
32
5
6324
6
3
2
3
6
3
2
2
6
3
2
1
6319
6320
6310
6310
63
11
6
3
1
0
6329
6328
6327
6326
6325
6324
6323
6322
UP
L
A
N
D
P
L
A
N
T
I
N
G
6
3
2
0
6322
63206321632263236324
6324
6325
UP
L
A
N
D
S
E
E
D
I
N
G
32
.
6
1
'
PA
R
C
E
L
N
O
.
2
1
6
3
2
7
1
0
0
0
0
8
OW
N
E
R
:
R
O
A
N
C
R
E
E
K
D
M
G
IN
V
E
S
T
M
E
N
T
L
L
C
PA
R
C
E
L
N
O
.
2
1
6
3
1
5
4
0
0
9
5
1
OW
N
E
R
:
B
U
R
E
A
U
O
F
L
A
N
D
MA
N
A
G
E
M
E
N
T
PR
O
P
E
R
T
Y
L
I
N
E
6322 6321
6
3
2
2
6
3
2
1
6319
6318 6
31
8
6318
6
317
6316
6314
6313
6318
6315
6310
6315
6310
632 06325
6330
6335
6330
6 3 2 5
UP
L
A
N
D
S
E
E
D
I
N
G
O
N
B
L
M
L
A
N
D
S
H
A
L
L
U
T
I
L
I
Z
E
BL
M
S
E
E
D
M
I
X
A
N
D
A
P
P
L
I
C
A
T
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
,
SE
E
S
H
E
E
T
D
T
0
1
ER
O
S
I
O
N
C
O
N
T
R
O
L
A
N
D
R
E
V
E
G
E
T
A
T
I
O
N
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-
ER
0
1
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:20:49 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\PP.DWG-ER01 EROSION CONTROL AND REVEGETATION
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
PL
A
N
10
10
2
0
F
T
0
IN
S
E
T
P
L
A
N
30
30
6
0
F
T
0
MATCH LINE,
SEE INSET PLAN
MATCH LINE,
SEE PLAN THIS SHEET
FL
O
W
D
I
R
E
C
T
I
O
N
NO
T
E
S
:
1.
S
E
E
D
E
T
A
I
L
S
F
O
R
A
D
D
I
T
I
O
N
A
L
I
N
F
O
R
M
A
T
I
O
N
.
2.
W
I
L
L
O
W
S
A
N
D
K
O
I
R
M
A
T
7
0
0
T
O
B
E
P
L
A
C
E
D
F
R
O
M
T
O
E
OF
L
O
W
F
L
O
W
B
A
N
K
T
O
T
O
P
O
F
L
O
W
F
L
O
W
B
A
N
K
.
AP
P
R
O
X
I
M
A
T
E
L
Y
2
'
W
I
D
T
H
O
N
E
A
C
H
S
I
D
E
O
F
C
H
A
N
N
E
L
.
3.
R
I
P
A
R
I
A
N
S
E
E
D
I
N
G
A
N
D
K
O
I
R
M
A
T
7
0
0
T
O
B
E
P
L
A
C
E
D
A
T
8'
W
I
D
T
H
F
R
O
M
T
O
P
O
F
L
O
W
F
L
O
W
B
A
N
K
.
4.
U
P
L
A
N
D
S
E
E
D
I
N
G
A
N
D
K
O
I
R
M
A
T
S
4
0
0
B
T
O
B
E
P
L
A
C
E
D
I
N
DI
S
T
U
R
B
E
D
L
O
C
A
T
I
O
N
S
S
H
O
W
N
O
N
T
H
I
S
P
L
A
N
.
5.
U
P
L
A
N
D
S
E
E
D
I
N
G
W
I
T
H
O
U
T
E
R
O
S
I
O
N
C
O
N
T
R
O
L
BL
A
N
K
E
T
I
S
A
C
C
E
P
T
A
B
L
E
W
H
E
R
E
S
H
O
W
N
O
N
T
H
I
S
P
L
A
N
.
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
ST
A
C
K
E
D
B
O
U
L
D
E
R
N
O
T
E
S
:
1.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
L
A
C
E
B
O
U
L
D
E
R
S
O
N
L
Y
I
N
T
H
E
P
R
E
S
E
N
C
E
O
F
T
H
E
E
N
G
I
N
E
E
R
.
AN
Y
B
O
U
L
D
E
R
S
P
L
A
C
E
D
W
I
T
H
O
U
T
T
H
E
O
B
S
E
R
V
A
T
I
O
N
A
N
D
C
O
N
C
U
R
R
E
N
C
E
O
F
T
H
E
EN
G
I
N
E
E
R
S
H
A
L
L
B
E
S
U
B
J
E
C
T
T
O
B
E
I
N
G
R
E
M
O
V
E
D
A
N
D
R
E
P
L
A
C
E
D
A
T
T
H
E
CO
N
T
R
A
C
T
O
R
S
E
X
P
E
N
S
E
.
E
X
P
E
C
T
T
H
E
E
N
G
I
N
E
E
R
T
O
D
I
R
E
C
T
A
D
J
U
S
T
M
E
N
T
S
O
F
IN
D
I
V
I
D
U
A
L
B
O
U
L
D
E
R
S
A
N
D
E
X
C
H
A
N
G
E
S
O
F
B
O
U
L
D
E
R
S
T
O
M
I
N
I
M
I
Z
E
V
O
I
D
S
A
N
D
AD
J
U
S
T
S
U
R
F
A
C
E
T
O
P
O
G
R
A
P
H
Y
.
2.
I
N
D
I
V
I
D
U
A
L
L
Y
P
L
A
C
E
B
O
U
L
D
E
R
S
A
S
C
L
O
S
E
T
O
G
E
T
H
E
R
A
S
P
O
S
S
I
B
L
E
M
I
N
I
M
I
Z
I
N
G
VO
I
D
S
.
A
D
J
U
S
T
M
E
N
T
S
D
I
R
E
C
T
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
W
I
L
L
B
E
R
E
Q
U
I
R
E
D
.
B
A
C
K
F
I
L
L
VO
I
D
S
B
E
T
W
E
E
N
B
O
U
L
D
E
R
S
W
I
T
H
N
A
T
I
V
E
S
T
R
E
A
M
B
E
D
M
A
T
E
R
I
A
L
.
C
O
M
P
A
C
T
BO
U
L
D
E
R
S
W
I
T
H
F
U
L
L
W
E
I
G
H
T
O
F
E
X
C
A
V
A
T
O
R
B
U
C
K
E
T
.
R
E
S
U
L
T
I
N
G
S
U
R
F
A
C
E
S
H
A
L
L
CO
N
S
I
S
T
O
F
T
I
G
H
T
L
Y
I
N
T
E
R
L
O
C
K
E
D
B
O
U
L
D
E
R
S
A
N
D
N
A
T
I
V
E
S
T
R
E
A
M
B
E
D
M
A
T
E
R
I
A
L
.
3.
B
E
G
I
N
C
O
N
S
T
R
U
C
T
I
N
G
S
T
A
C
K
E
D
B
O
U
L
D
E
R
S
A
T
T
H
E
T
O
E
(
F
O
O
T
E
R
B
O
U
L
D
E
R
S
)
A
N
D
WO
R
K
I
N
G
U
P
H
I
L
L
T
O
T
H
E
C
R
E
S
T
.
S
E
A
T
B
O
U
L
D
E
R
S
S
E
C
U
R
E
L
Y
O
N
C
O
M
P
A
C
T
E
D
M
A
T
OF
N
A
T
I
V
E
S
T
R
E
A
M
B
E
D
M
A
T
E
R
I
A
L
.
4.
B
O
U
L
D
E
R
S
S
H
A
L
L
B
E
P
L
A
C
E
D
W
I
T
H
T
H
E
F
L
A
T
T
E
S
T
S
U
R
F
A
C
E
O
N
T
O
P
.
C
R
E
S
T
BO
U
L
D
E
R
S
S
H
A
L
L
C
R
E
A
T
E
A
C
O
N
T
I
N
U
O
U
S
F
L
A
T
E
D
G
E
.
5.
S
E
E
S
P
E
C
I
F
I
C
A
T
I
O
N
F
O
R
N
A
T
I
V
E
S
T
R
E
A
M
B
E
D
M
A
T
E
R
I
A
L
G
R
A
D
A
T
I
O
N
,
T
H
I
S
P
A
G
E
.
6.
C
O
N
T
R
A
C
T
O
R
T
O
R
E
S
T
O
R
E
D
I
S
T
U
R
B
E
D
A
R
E
A
S
T
O
N
A
T
I
V
E
C
O
N
D
I
T
I
O
N
S
.
EL
E
V
A
T
I
O
N
KE
Y
B
O
U
L
D
E
R
S
I
N
T
O
BA
N
K
2
4
"
M
I
N
.
5-
1
0
°
SE
C
T
I
O
N
B3
6
B
O
U
L
D
E
R
S
(D
5
0
=
3
6
"
)
(
T
Y
P
.
)
PL
A
C
E
B
O
U
L
D
E
R
S
A
S
CL
O
S
E
L
Y
A
S
P
O
S
S
I
B
L
E
(T
O
U
C
H
I
N
G
E
A
C
H
O
T
H
E
R
)
CH
I
N
K
A
L
L
V
O
I
D
S
W
I
T
H
NA
T
I
V
E
S
T
R
E
A
M
B
E
D
MA
T
E
R
I
A
L
.
B3
6
B
O
U
L
D
E
R
S
(D
5
0
=
3
6
"
)
(
T
Y
P
.
)
SE
T
BO
U
L
D
E
R
S
BA
C
K
6
"
-
1
2
"
(T
Y
P
)
0.
5
-
1
3
TO
P
O
F
B
A
N
K
SH
O
W
N
O
N
PL
A
N
S
PR
O
V
I
D
E
6
"
M
I
N
I
M
U
M
T
O
P
S
O
I
L
C
O
V
E
R
A
T
FI
N
I
S
H
E
D
G
R
A
D
E
F.
G
.
SH
O
W
N
ON
P
L
A
N
S
VL
R
I
P
R
A
P
B
E
D
D
I
N
G
O
R
N
A
T
I
V
E
ST
R
E
A
M
B
E
D
M
A
T
E
R
I
A
L
(
D
5
0
=
6
"
)
TI
E
I
N
T
O
BO
U
L
D
E
R
AP
R
O
N
CO
M
P
A
C
T
E
D
S
U
B
G
R
A
D
E
N.
T
.
S
.
N.
T
.
S
.
TA
B
L
E
2
.
C
O
B
B
L
E
G
R
A
D
A
T
I
O
N
%
S
M
A
L
L
E
R
T
H
A
N
GI
V
E
N
S
I
Z
E
B
Y
WE
I
G
H
T
IN
T
E
R
M
E
D
I
A
T
E
RO
C
K
D
I
M
E
N
S
I
O
N
(I
N
C
H
E
S
)
D50
*
(
I
N
C
H
E
S
)
70
-
1
0
0
50
-
7
0
35
-
5
0
2
-
1
0
15 12 9 3
9
NO
T
E
:
M
I
X
O
N
S
I
T
E
A
N
D
P
R
I
O
R
T
O
P
L
A
C
E
M
E
N
T
ST
R
E
A
M
S
U
B
S
T
R
A
T
E
P
L
A
C
E
M
E
N
T
A
N
D
G
R
A
D
A
T
I
O
N
N
O
T
E
S
:
1.
W
H
E
R
E
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
I
S
D
E
S
I
G
N
A
T
E
D
O
N
T
H
E
R
E
S
T
O
R
A
T
I
O
N
P
L
A
N
,
C
O
B
B
L
E
M
A
T
E
R
I
A
L
(
W
H
I
C
H
M
E
E
T
S
TH
E
G
R
A
D
A
T
I
O
N
S
H
O
W
N
I
N
T
A
B
L
E
2
)
S
H
A
L
L
B
E
M
I
X
E
D
W
I
T
H
S
M
A
L
L
E
R
M
A
T
E
R
I
A
L
A
N
D
F
I
N
E
S
T
O
M
E
E
T
T
H
E
PR
O
P
O
R
T
I
O
N
S
L
I
S
T
E
D
I
N
T
A
B
L
E
1
T
O
F
I
L
L
A
L
L
R
E
M
A
I
N
I
N
G
V
O
I
D
S
.
2.
T
H
E
M
I
X
P
R
O
P
O
R
T
I
O
N
S
P
R
O
V
I
D
E
D
I
N
T
H
E
S
E
T
A
B
L
E
A
R
E
A
P
P
R
O
X
I
M
A
T
E
A
N
D
A
R
E
S
U
B
J
E
C
T
T
O
A
D
J
U
S
T
M
E
N
T
B
Y
TH
E
E
N
G
I
N
E
E
R
.
T
H
E
I
N
T
E
N
T
O
F
T
H
E
S
P
E
C
I
F
I
E
D
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
M
A
T
E
R
I
A
L
I
S
T
O
M
A
T
C
H
T
H
E
E
X
I
S
T
I
N
G
ST
R
E
A
M
S
U
B
S
T
R
A
T
E
O
F
T
H
E
D
O
W
N
S
T
R
E
A
M
C
H
A
N
N
E
L
.
3.
T
H
E
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
M
A
T
E
R
I
A
L
S
H
A
L
L
B
E
S
T
O
C
K
P
I
L
E
D
A
N
D
T
H
O
R
O
U
G
H
L
Y
M
I
X
E
D
P
R
I
O
R
T
O
P
L
A
C
E
M
E
N
T
AN
D
S
H
A
L
L
B
E
I
N
S
T
A
L
L
E
D
A
N
D
C
O
M
P
A
C
T
E
D
S
O
T
H
A
T
A
D
E
N
S
E
,
I
N
T
E
R
L
O
C
K
E
D
L
A
Y
E
R
O
F
M
A
T
E
R
I
A
L
I
S
P
R
O
V
I
D
E
D
WI
T
H
V
O
I
D
S
C
O
M
P
L
E
T
E
L
Y
F
I
L
L
E
D
.
C
O
M
P
A
C
T
I
O
N
O
F
T
H
E
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
S
H
A
L
L
B
E
D
O
N
E
U
S
I
N
G
H
E
A
V
Y
EQ
U
I
P
M
E
N
T
(
E
.
G
.
B
U
C
K
E
T
O
F
A
N
E
X
C
A
V
A
T
O
R
)
.
4.
W
H
E
R
E
I
N
D
I
C
A
T
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
,
A
S
U
R
F
A
C
E
L
A
Y
E
R
O
F
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
W
I
T
H
O
U
T
F
I
N
E
S
S
H
A
L
L
B
E
PL
A
C
E
D
A
N
D
C
O
M
P
A
C
T
E
D
,
C
O
N
S
I
S
T
E
N
T
W
I
T
H
T
H
E
'
T
O
P
-
D
R
E
S
S
'
M
A
T
E
R
I
A
L
I
N
C
L
U
D
E
D
I
N
T
A
B
L
E
1
.
5.
A
L
L
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
S
H
A
L
L
B
E
C
O
M
P
A
C
T
E
D
A
N
D
R
E
V
I
E
W
E
D
A
N
D
A
P
P
R
O
V
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
P
R
I
O
R
T
O
AN
Y
R
E
V
E
G
E
T
A
T
I
O
N
.
TA
B
L
E
1
.
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
P
R
O
P
O
R
T
I
O
N
S
Co
b
b
l
e
Se
e
T
a
b
l
e
2
.
MA
K
E
4
5
°
A
N
G
L
E
D
C
U
T
A
T
BU
T
T
-
E
N
D
,
P
L
A
N
T
B
U
T
T
-
E
N
D
DO
W
N
14 "
-
12 "
D
I
A
M
E
T
E
R
S
T
A
K
E
P
L
A
C
E
D
I
N
HO
L
E
.
WA
T
E
R
T
A
B
L
E
TR
I
M
B
R
A
N
C
H
E
S
C
L
O
S
E
CU
T
T
O
P
O
F
ST
A
K
E
S
Q
U
A
R
E
PL
A
C
E
W
I
L
L
O
W
S
T
A
K
E
S
3'
O
.
C
.
(
1
P
E
R
H
O
L
E
)
BA
C
K
F
I
L
L
W
I
T
H
A
T
H
I
C
K
M
U
D
/
WA
T
E
R
S
L
U
R
R
Y
T
O
P
R
E
V
E
N
T
FO
R
M
A
T
I
O
N
O
F
A
I
R
P
O
C
K
E
T
S
.
GA
L
V
A
N
I
Z
E
D
A
N
G
L
E
I
R
O
N
,
L2
X
3
X
38
12"
Ø
S
S
A
N
C
H
O
R
@
1
2
"
O
C
E
M
B
E
D
D
E
D
4
"
M
I
N
W/
H
I
L
T
I
H
I
T
-
R
E
5
0
0
RE
I
N
F
O
R
C
E
D
C
O
N
C
R
E
T
E
W
A
L
L
2"
1'
NO
T
E
S
:
A
P
P
L
I
C
A
T
I
O
N
T
O
B
E
U
T
I
L
I
Z
E
D
ON
O
P
P
O
S
I
T
E
S
I
D
E
O
F
H
O
W
A
R
D
DI
T
C
H
.
B
A
F
F
L
E
B
O
A
R
D
S
T
O
B
E
PR
O
V
I
D
E
D
B
Y
C
I
T
Y
SP
A
C
E
T
O
B
E
P
R
O
V
I
D
E
D
F
O
R
2
'
X
4
"
B
O
A
R
D
S
T
O
A
C
T
A
S
CH
E
C
K
S
T
R
U
C
T
U
R
E
.
C
O
N
T
R
A
C
T
O
R
T
O
F
I
E
L
D
M
E
A
S
U
R
E
DI
M
E
N
S
I
O
N
S
O
F
E
X
I
S
T
I
N
G
B
A
F
F
L
E
B
O
A
R
D
A
T
T
A
C
H
M
E
N
T
SY
S
T
E
M
A
N
D
S
U
P
P
L
Y
D
I
M
E
N
S
I
O
N
S
T
O
O
W
N
E
R
A
N
D
EN
G
I
N
E
E
R
.
N
E
W
A
T
T
A
C
H
M
E
N
T
I
S
I
N
T
E
N
D
E
D
T
O
AC
C
O
M
M
O
D
A
T
E
T
H
E
O
W
N
E
R
S
E
X
I
S
T
I
N
G
B
A
F
F
L
E
B
O
A
R
D
S
.
DE
T
A
I
L
S
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
-
-
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
---
--
SH
O
W
N
-
18
1
-
0
4
7
.
0
1
0
--
-
-
DT
0
1
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:21:16 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\DT.DWG-DT01 DETAILS
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
ST
A
C
K
E
D
B
O
U
L
D
E
R
S
D
E
T
A
I
L
S
T
R
E
A
M
S
U
B
S
T
R
A
T
E
M
A
T
E
R
I
A
L
WI
L
L
O
W
N
O
T
E
S
:
1.
I
N
T
E
G
R
A
T
E
S
T
A
K
E
P
L
A
N
T
I
N
G
T
E
C
H
N
I
Q
U
E
S
D
U
R
I
N
G
R
O
C
K
PL
A
C
E
M
E
N
T
T
O
E
N
S
U
R
E
C
O
N
T
A
C
T
W
I
T
H
N
A
T
I
V
E
G
R
O
U
N
D
.
2.
P
L
A
C
E
S
O
I
L
F
I
L
L
A
R
O
U
N
D
C
U
T
T
I
N
G
S
A
N
D
'
W
A
T
E
R
I
N
'
3.
2
S
T
A
K
E
S
P
E
R
L
I
N
E
A
R
F
O
O
T
O
F
C
O
B
B
L
E
T
O
E
4.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
W
A
T
E
R
I
N
I
N
I
T
I
A
L
L
Y
D
U
R
I
N
G
IM
P
L
E
M
E
N
T
A
T
I
O
N
.
WI
L
L
O
W
P
L
A
N
T
I
N
G
D
E
T
A
I
L
AN
G
L
E
I
R
O
N
F
O
R
B
A
F
F
L
E
B
O
A
R
D
S
BU
R
E
A
U
O
F
L
A
N
D
M
A
N
A
G
E
M
E
N
T
M
I
X
E
D
M
O
U
N
T
A
I
N
S
H
R
U
B
L
A
N
D
XE
R
I
C
(
M
O
U
N
T
A
I
N
M
A
H
O
G
A
N
Y
/
B
I
T
T
E
R
B
R
U
S
H
S
E
E
D
M
I
X
BL
M
S
E
E
D
I
N
G
N
O
T
E
S
:
1.
A
L
L
S
E
E
D
P
L
A
C
E
D
O
N
P
U
B
L
I
C
L
A
N
D
S
H
A
L
L
B
E
A
P
P
R
O
V
E
D
B
Y
T
H
E
B
L
M
A
N
D
M
E
E
T
B
L
M
S
T
A
N
D
A
R
D
S
F
O
R
SP
E
C
I
E
S
A
N
D
S
E
E
D
I
N
G
R
A
T
E
F
O
R
T
H
E
S
P
E
C
I
F
I
C
H
A
B
I
T
A
T
T
Y
P
E
W
I
T
H
I
N
T
H
E
P
R
O
J
E
C
T
A
R
E
A
.
2.
S
E
E
D
M
I
X
L
A
B
E
L
S
A
N
D
T
E
S
T
R
E
S
U
L
T
S
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
T
O
T
H
E
B
L
M
F
O
R
A
P
P
R
O
V
A
L
B
E
F
O
R
E
AP
P
L
I
C
A
T
I
O
N
.
3.
A
L
L
S
E
E
D
S
H
A
L
L
B
E
T
E
S
T
E
D
B
Y
A
R
E
G
I
S
T
E
R
E
D
S
E
E
D
A
N
A
L
Y
S
T
F
O
R
V
I
A
B
I
L
I
T
Y
/
G
E
R
M
I
N
A
T
I
O
N
A
N
D
NO
X
I
O
U
S
W
E
E
D
S
A
T
A
N
O
F
F
I
C
I
A
L
S
T
A
T
E
S
E
E
D
A
N
A
L
Y
S
I
S
L
A
B
,
W
I
T
H
I
N
O
N
E
Y
E
A
R
O
F
A
C
C
E
P
T
A
N
C
E
DA
T
E
.
4.
C
E
R
T
I
F
I
C
A
T
I
O
N
S
H
A
L
L
I
N
C
L
U
D
E
A
M
I
N
I
M
U
M
G
E
R
M
I
N
A
T
I
O
N
R
A
T
E
O
F
8
0
%
,
A
M
I
N
I
M
U
M
P
U
R
I
T
Y
O
F
9
0
%
,
SO
U
R
C
E
-
I
D
E
N
T
I
F
I
C
A
T
I
O
N
,
N
O
N
O
X
I
O
U
S
W
E
E
D
S
E
E
D
S
A
N
D
N
O
M
O
R
E
T
H
A
N
0
.
5
%
W
E
I
G
H
T
O
F
O
T
H
E
R
WE
E
D
S
E
E
D
S
.
M
U
L
C
H
S
H
A
L
L
B
E
C
E
R
T
I
F
I
E
D
W
E
E
D
F
R
E
E
.
(
I
M
2
0
0
6
-
0
7
3
)
5.
F
O
R
D
R
I
L
L
-
S
E
E
D
I
N
G
,
S
M
A
L
L
S
E
E
D
S
(
>
5
0
0
,
0
0
0
P
E
R
P
O
U
N
D
)
M
U
S
T
B
E
P
A
C
K
A
G
E
D
S
E
P
A
R
A
T
E
L
Y
T
O
AL
L
O
W
F
O
R
S
E
P
A
R
A
T
E
A
P
P
L
I
C
A
T
I
O
N
A
N
D
P
L
A
N
T
E
D
N
O
D
E
E
P
E
R
T
H
A
N
0
.
2
5
I
N
C
H
.
6.
T
H
E
S
E
E
D
I
N
G
R
A
T
E
S
I
N
T
H
E
F
O
L
L
O
W
I
N
G
T
A
B
L
E
S
A
R
E
B
A
S
E
D
O
N
6
0
P
U
R
E
L
I
V
E
S
E
E
D
S
(
P
L
S
)
P
E
R
SQ
U
A
R
E
F
O
O
T
F
O
R
D
R
I
L
L
-
S
E
E
D
I
N
G
.
T
H
I
S
I
S
D
O
U
B
L
E
D
T
O
1
2
0
P
L
S
P
E
R
S
Q
U
A
R
E
F
O
O
T
F
O
R
BR
O
A
D
C
A
S
T
-
S
E
E
D
I
N
G
O
R
H
Y
D
R
O
S
E
E
D
I
N
G
.
F
O
R
H
Y
D
R
O
S
E
E
D
I
N
G
/
H
Y
D
R
O
M
U
L
C
H
I
N
G
,
A
P
P
L
I
C
A
T
I
O
N
O
F
SE
E
D
S
A
N
D
M
U
L
C
H
S
H
A
L
L
B
E
T
W
O
S
E
P
A
R
A
T
E
S
T
E
P
S
.
PA
R
S
H
A
L
L
F
L
U
M
E
M
A
S
T
E
R
D
I
M
E
N
T
I
O
N
S
SI
Z
E
(
W
)
A
P
O
M
B
C
D
E
T
G
K
N
X
Y
1'
-
6
"
4
'
-
9
"
3
'
-
2
"
4
'
-
7
7
/
8
"
2
'
-
6
"
3
'
-
4
3
/
8
"
1
'
-
6
"
2
'
-
0
"
3
'
-
0
"
0
'
-
3
"
0
'
-
9
"
0
'
-
2
"
0
'
-
3
"
2'
-
0
"
5
'
-
0
"
3
'
-
4
"
4
'
-
1
0
7
/
8
"
3
'
-
0
"
3
'
-
1
1
1
/
2
"
2
'
-
0
"
2
'
-
0
"
3
'
-
0
"
0
'
-
3
"
0
'
-
9
"
0
'
-
2
"
0
'
-
3
"
3'
-
0
"
5
'
-
6
"
3
'
-
8
"
5
'
-
4
3
/
4
"
4
'
-
0
"
5
'
-
1
7
/
8
"
3
'
-
0
"
2
'
-
0
"
3
'
-
0
"
0
'
-
3
"
0
'
-
9
"
0
'
-
2
"
0
'
-
3
"
4'
-
0
"
6
'
-
0
"
4
'
5
'
-
1
0
5
/
8
"
5
'
-
0
"
6
'
-
4
1
/
4
"
4
'
-
0
"
2
'
-
0
"
3
'
-
0
"
0
'
-
3
"
0
'
-
9
"
0
'
-
2
"
0
'
-
3
"
WI
N
G
W
A
L
L
2-
F
O
O
T
T
H
I
C
K
V
O
I
D
-
F
I
L
L
E
D
RI
P
R
A
P
(
D
5
0
=
1
2
"
)
O
U
T
L
E
T
PR
O
T
E
C
T
I
O
N
WI
N
G
W
A
L
L
WI
N
G
W
A
L
L
LE
N
G
T
H
1
.
0
'
WI
N
G
W
A
L
L
13
5
°
T
Y
P
.
2-
F
O
O
T
T
H
I
C
K
V
O
I
D
-
F
I
L
L
E
D
RI
P
R
A
P
(
D
5
0
=
1
2
"
)
O
U
T
L
E
T
PR
O
T
E
C
T
I
O
N
P
A
R
S
H
A
L
L
F
L
U
M
E
P
L
A
N
P
A
R
S
H
A
L
L
F
L
U
M
E
S
E
C
T
I
O
N
FL
O
W
FL
O
W
A 1'
T
O
E
W
A
L
L
HE
I
G
H
T
V
A
R
I
E
S
,
SE
E
D
I
T
C
H
P
L
A
N
A
N
D
PR
O
F
I
L
E
S
H
E
E
T
S
W
TH
R
O
A
T
WI
D
T
H
6'
E
G
5.
0
0
'
D
N
Y
K
C
T
B
HB P
O
I
N
T
O
F
ME
A
S
U
R
E
M
E
N
T
PO
I
N
T
O
F
ME
A
S
U
R
E
M
E
N
T
(P
O
M
)
CU
T
O
F
F
W
A
L
L
T
O
E
X
T
E
N
D
0
.
5
'
BE
L
O
W
E
X
I
S
T
I
N
G
G
R
A
D
E
1'
DI
T
C
H
CE
N
T
E
R
L
I
N
E
GR
A
D
E
WI
N
G
W
A
L
L
2'
T
CO
N
C
R
E
T
E
EN
T
R
A
N
C
E
R
A
M
P
HA P
O
I
N
T
O
F
ME
A
S
U
R
E
M
E
N
T
LE
V
E
L
I
N
G
ST
A
N
D
R
O
D
CO
N
C
R
E
T
E
EN
T
R
A
N
C
E
R
A
M
P
,
HE
I
G
H
T
V
A
R
I
E
S
S
E
E
DI
T
C
H
P
L
A
N
A
N
D
PR
O
F
I
L
E
S
H
E
E
T
S
4H
1V
4H
1V
FL
U
M
E
L
E
V
E
L
I
N
G
ST
A
N
D
A
P
P
A
R
A
T
U
S
30
-
I
N
C
H
H
D
P
E
P
I
P
E
30
"
x
1
8
"
D
U
E
L
W
A
L
L
FA
B
R
I
C
A
T
E
D
RE
D
U
C
I
N
G
T
E
E
W
I
T
H
WA
T
E
R
T
I
G
H
T
J
O
I
N
T
PR
O
P
O
S
E
D
G
R
A
D
E
3.
4
6
'
NO
N
-
P
R
E
S
S
U
R
E
PI
P
E
E
N
D
P
L
U
G
WI
T
H
G
A
S
K
E
T
S
1.
0
0
'
M
I
N
.
2.
0
7
'
CO
M
P
A
C
T
E
D
SU
B
G
R
A
D
E
NO
T
E
S
:
1.
T
Y
P
I
C
A
L
D
E
T
A
I
L
D
E
V
E
L
O
P
E
D
U
S
I
N
G
A
D
S
P
R
O
D
U
C
T
C
A
T
A
L
O
G
A
N
D
T
E
E
S
FI
T
T
I
N
G
M
A
N
U
A
L
,
P
R
O
D
U
C
T
C
O
D
E
1
8
3
3
A
A
A
N
D
3
0
6
6
A
N
6
5
N
.
EX
I
S
T
I
N
G
G
R
A
D
E
MA
T
C
H
E
X
I
S
T
I
N
G
GR
A
D
E
MA
T
C
H
E
X
I
S
T
I
N
G
GR
A
D
E
2.
0
0
'
7.
0
0
'
2.
5
0
'
1%
(
M
I
N
.
)
2H
:
1
V
(
M
A
X
.
)
1% (MIN.)
2H:1V (MAX.)
1.
0
0
'
(
M
I
N
.
)
DE
T
A
I
L
S
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
-
-
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
---
--
SH
O
W
N
-
18
1
-
0
4
7
.
0
1
0
--
-
-
DT
0
2
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:21:21 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\DT.DWG-DT02 DETAILS
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
TY
P
I
C
A
L
D
I
T
C
H
S
E
C
T
I
O
N
NO
T
E
S
:
1.
R
I
P
R
A
P
S
H
A
L
L
B
E
M
I
X
E
D
W
I
T
H
T
H
E
M
A
T
E
R
I
A
L
S
A
N
D
A
S
S
O
C
I
A
T
E
D
PR
O
P
O
R
T
I
O
N
S
L
I
S
T
E
D
I
N
T
A
B
L
E
A
B
O
V
E
.
2.
M
I
X
P
R
O
P
O
R
T
I
O
N
S
A
R
E
A
P
P
R
O
X
I
M
A
T
E
A
N
D
A
R
E
S
U
B
J
E
C
T
T
O
AD
J
U
S
T
M
E
N
T
B
Y
E
N
G
I
N
E
E
R
.
3.
T
H
E
R
I
P
R
A
P
A
N
D
V
O
I
D
F
I
L
L
E
D
M
A
T
E
R
I
A
L
S
S
H
A
L
L
B
E
S
T
O
C
K
P
I
L
E
D
SE
P
A
R
A
T
E
L
Y
A
N
D
T
H
O
R
O
U
G
H
L
Y
M
I
X
E
D
P
R
I
O
R
T
O
P
L
A
C
E
M
E
N
T
A
N
D
S
H
A
L
L
BE
I
N
S
T
A
L
L
E
D
A
N
D
C
O
M
P
A
C
T
E
D
S
O
T
H
A
T
A
D
E
N
S
E
I
N
T
E
R
L
O
C
K
E
D
L
A
Y
E
R
OF
R
I
P
R
A
P
A
N
D
V
O
I
D
F
I
L
L
M
A
T
E
R
I
A
L
I
S
P
R
O
V
I
D
E
D
W
I
T
H
R
I
P
R
A
P
V
O
I
D
S
CO
M
P
L
E
T
E
L
Y
F
I
L
L
E
D
.
4.
C
O
M
P
A
C
T
I
O
N
O
F
T
H
E
A
N
G
U
L
A
R
V
O
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
S
H
A
L
L
B
E
PE
R
F
O
R
M
E
D
B
Y
W
H
E
E
L
R
O
L
L
I
N
G
W
I
T
H
H
E
A
V
Y
R
U
B
B
E
R
-
T
I
R
E
D
E
Q
U
I
P
M
E
N
T
.
5.
A
L
L
A
N
G
U
L
A
R
V
O
I
D
F
I
L
L
E
D
R
I
P
R
A
P
T
H
A
T
I
S
B
U
R
I
E
D
W
I
T
H
T
O
P
S
O
I
L
S
H
A
L
L
BE
R
E
V
I
E
W
E
D
A
N
D
A
P
P
R
O
V
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
B
E
F
O
R
E
A
N
Y
T
O
P
S
O
I
L
PL
A
C
E
M
E
N
T
.
6.
I
N
A
R
E
A
S
W
H
E
R
E
A
N
G
U
L
A
R
V
O
I
D
F
I
L
L
E
D
R
I
P
R
A
P
I
S
B
E
I
N
G
P
L
A
C
E
D
I
N
CO
M
B
I
N
A
T
I
O
N
W
I
T
H
E
R
O
S
I
O
N
C
O
N
T
R
O
L
B
L
A
N
K
E
T
,
A
D
D
I
T
I
O
N
A
L
T
O
P
S
O
I
L
SH
A
L
L
B
E
M
I
X
E
D
I
N
T
O
P
9
"
O
F
R
I
P
R
A
P
T
O
D
E
V
E
L
O
P
A
5
0
/
5
0
M
I
X
.
12
"
PA
R
S
H
A
L
L
F
L
U
M
E
A
N
D
C
U
T
O
F
F
W
A
L
L
D
E
T
A
I
L
NT
S
NO
T
E
S
:
1.
T
Y
P
I
C
A
L
R
I
P
R
A
P
D
E
T
A
I
L
P
R
O
V
I
D
E
D
B
Y
A
D
S
.
2.
B
E
D
D
I
N
G
M
A
Y
N
O
T
B
E
R
E
Q
U
I
R
E
D
,
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
C
O
O
R
D
I
N
A
T
E
W
I
T
H
E
N
G
I
N
E
E
R
.
TR
E
N
C
H
I
N
S
T
A
L
L
A
T
I
O
N
D
E
T
A
I
L
(
N
-
1
2
P
E
R
A
A
S
H
T
O
)
SO
U
R
C
E
:
A
D
S
CL
E
A
N
O
U
T
D
E
T
A
I
L
NT
S
VO
I
D
-
F
I
L
L
E
D
R
I
P
R
A
P
CO
N
C
R
E
T
E
W
A
L
L
FR
E
S
N
O
S
E
R
I
E
S
6
6
0
0
M
O
D
E
L
10
1
C
3
0
"
S
L
I
D
E
G
A
T
E
12"
T
O
34"
T
H
I
C
K
R
E
M
O
V
A
B
L
E
G
A
L
V
A
N
I
Z
E
D
ST
E
E
L
F
I
S
H
S
C
R
E
E
N
,
1
"
H
O
L
E
S
@
1
.
2
5
"
O
C
,
SE
E
N
O
T
E
S
RE
M
O
V
A
L
H
O
O
K
PR
O
P
O
S
E
D
G
R
A
D
E
,
SE
E
N
O
T
E
S
CO
M
P
A
C
T
SU
B
G
R
A
D
E
24
"
H
D
P
E
P
I
P
E
1.
0
0
'
O
P
E
N
A
R
E
A
T
O
AL
L
O
W
V
E
R
T
I
C
A
L
RE
M
O
V
A
L
,
SE
E
N
O
T
E
S
1.
2
5
'
3.
0
0
'
1.
0
0
'
B3
6
B
O
U
L
D
E
R
WA
L
L
C
O
N
N
E
C
T
I
O
N
FO
R
F
I
S
H
S
C
R
E
E
N
,
SE
E
N
O
T
E
S
CO
N
C
R
E
T
E
W
A
L
L
FR
E
S
N
O
S
E
R
I
E
S
6
6
0
0
M
O
D
E
L
10
1
C
3
0
"
S
L
I
D
E
G
A
T
E
12"
T
O
34"
T
H
I
C
K
R
E
M
O
V
A
B
L
E
G
A
L
V
A
N
I
Z
E
D
ST
E
E
L
F
I
S
H
S
C
R
E
E
N
,
1
"
H
O
L
E
S
@
1
.
2
5
"
O
C
,
SE
E
N
O
T
E
S
RE
M
O
V
A
L
H
O
O
K
B3
6
B
O
U
L
D
E
R
PR
O
P
O
S
E
D
GR
A
D
E
,
SE
E
N
O
T
E
S
7.
7
5
'
0.
2
5
'
1.
0
0
'
5.
0
0
'
1.
0
0
'
3.
0
0
'
5.
1
9
'
CO
N
C
R
E
T
E
W
A
L
L
FR
E
S
N
O
S
E
R
I
E
S
6
6
0
0
M
O
D
E
L
10
1
C
3
0
"
S
L
I
D
E
G
A
T
E
7.
7
5
'
1.
0
0
'
12"
T
O
34"
T
H
I
C
K
R
E
M
O
V
A
B
L
E
G
A
L
V
A
N
I
Z
E
D
ST
E
E
L
F
I
S
H
S
C
R
E
E
N
,
1
"
H
O
L
E
S
@
1
.
2
5
"
O
C
,
SE
E
N
O
T
E
S
WA
L
L
C
O
N
N
E
C
T
I
O
N
FO
R
F
I
S
H
S
C
R
E
E
N
,
SE
E
N
O
T
E
S
1.
0
0
'
3.
2
0
'
1.
9
0
'
5.
0
0
'
12
9
°
RE
M
O
V
A
L
H
O
O
K
,
SE
E
S
E
C
T
I
O
N
S
A
&
B
0.
2
5
'
OP
E
N
A
R
E
A
T
O
A
L
L
O
W
V
E
R
T
I
C
A
L
R
E
M
O
V
A
L
,
SE
E
N
O
T
E
S
DE
T
A
I
L
S
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
SH
O
W
N
18
1
-
0
4
7
.
0
1
0
--
-
-
DT
0
3
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:21:26 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\DT.DWG-DT03 DETAILS
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
SE
C
T
I
O
N
B
-
F
I
S
H
S
C
R
E
E
N
P
R
O
F
I
L
E
FI
S
H
S
C
R
E
E
N
P
L
A
N
V
I
E
W
D
E
T
A
I
L
SE
C
T
I
O
N
A
-
F
I
S
H
S
C
R
E
E
N
E
L
E
V
A
T
I
O
N
A
B
WI
L
L
O
W
N
O
T
E
S
:
1.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
R
O
V
I
D
E
S
H
O
P
DR
A
W
I
N
G
S
O
F
P
R
O
P
O
S
E
D
F
I
S
H
S
C
R
E
E
N
A
N
D
WA
L
L
C
O
N
N
E
C
T
I
O
N
S
T
O
E
N
G
I
N
E
E
R
F
O
R
RE
V
I
E
W
.
F
I
S
H
S
C
R
E
E
N
S
H
A
L
L
B
E
A
B
L
E
T
O
B
E
SL
I
D
O
U
T
O
F
T
H
E
C
O
N
N
E
C
T
I
O
N
C
H
A
N
N
E
L
S
VE
R
T
I
C
A
L
L
Y
F
O
R
R
E
M
O
V
A
L
.
2.
F
I
S
H
S
C
R
E
E
N
H
O
L
E
D
I
A
M
E
T
E
R
A
N
D
S
P
A
C
I
N
G
AR
E
N
O
T
S
H
O
W
N
T
O
S
C
A
L
E
O
N
T
H
I
S
P
L
A
N
.
3.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
L
A
C
E
F
L
A
T
F
A
C
E
S
O
F
BO
U
L
D
E
R
S
U
P
W
A
R
D
T
O
C
R
E
A
T
E
T
H
E
FL
A
T
T
E
S
T
P
O
S
S
I
B
L
E
S
U
R
F
A
C
E
I
N
F
R
O
N
T
O
F
TH
E
S
L
I
D
E
G
A
T
E
A
S
S
H
O
W
N
O
N
T
H
E
S
E
P
L
A
N
S
.
DE
T
A
I
L
S
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
-
-
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
--
-
-
---
--
SH
O
W
N
-
18
1
-
0
4
7
.
0
1
0
--
-
-
DT
0
4
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/18/2025, 03:21:33 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\SHEET SET\DT.DWG-DT04 DETAILS
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
WO
R
K
DR
A
F
T
IN
P
R
O
G
R
E
S
S
ST
A
N
D
A
R
D
E
N
D
S
E
C
T
I
O
N
F
O
R
H
D
P
E
P
I
P
E
S
TR
A
S
H
G
U
A
R
D
F
O
R
HD
P
E
E
N
D
S
E
C
T
I
O
N
S
DIEBOLD, CASSIDY B:\Working\WRIGHT WATER ENGINEERS\2003393 Roan Creek Fish Barrier\00_CAD\Revit\S-04 - STRUCTURAL NOTES.dwg - 12/3/2021
Wr
i
g
h
t
W
a
t
e
r
E
n
g
i
n
e
e
r
s
Gl
e
n
w
o
o
d
S
p
r
i
n
g
s
,
C
O
RO
A
N
C
R
E
E
K
F
I
S
H
BA
R
R
I
E
R
ST
R
U
C
T
U
R
A
L
N
O
T
E
S
GE
I
C
O
N
S
U
L
T
A
N
T
S
,
I
N
C
.
46
0
1
D
T
C
B
O
U
L
E
V
A
R
D
SU
I
T
E
9
0
0
DE
N
V
E
R
,
C
O
8
0
2
3
7
(3
0
3
)
6
6
2
-
0
1
0
0
Co
n
s
u
l
t
a
n
t
s
NO
D
A
T
E
IS
S
U
E
/
R
E
V
I
S
I
O
N
A
P
P
Se
l
e
c
t
F
o
r
S
t
a
m
p
GA
R
F
I
E
L
D
C
O
U
N
T
Y
,
C
O
L
O
R
A
D
O
SH
E
E
T
N
A
M
E
SH
E
E
T
N
O
.
S-
0
4
If
t
h
i
s
s
c
a
l
e
b
a
r
do
e
s
n
o
t
m
e
a
s
u
r
e
1"
t
h
e
n
d
r
a
w
i
n
g
i
s
no
t
o
r
i
g
i
n
a
l
s
c
a
l
e
.
At
t
e
n
t
i
o
n
:
0
1"
DR
A
F
T
De
s
i
g
n
e
d
:
Ch
e
c
k
e
d
:
Dr
a
w
n
:
P.
E
.
N
o
:
GE
I
P
r
o
j
e
c
t
O.
H
A
Y
D
E
N
C.
D
I
E
B
O
L
D
C.
D
I
E
B
O
L
D
C.
M
A
S
C
H
I
N
G
39
8
0
6
20
0
3
3
9
3
CO
N
C
R
E
T
E
N
O
T
E
S
1.
GE
N
E
R
A
L
1.
A
.
A
L
L
W
O
R
K
S
H
A
L
L
C
O
N
F
O
R
M
T
O
A
C
I
3
0
1
,
L
A
T
E
S
T
E
D
I
T
I
O
N
,
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
IN
D
R
A
W
I
N
G
S
O
R
P
R
O
J
E
C
T
S
P
E
C
I
F
I
C
A
T
I
O
N
S
.
1.
B
.
D
E
T
A
I
L
I
N
G
S
H
A
L
L
F
O
L
L
O
W
T
H
E
R
E
C
O
M
M
E
N
D
A
T
I
O
N
S
O
F
A
C
I
3
1
5
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
NO
C
H
A
N
G
E
S
S
H
A
L
L
B
E
M
A
D
E
W
I
T
H
O
U
T
P
R
I
O
R
A
P
P
R
O
V
A
L
.
1.
C
.
D
E
T
A
I
L
B
A
R
S
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
T
H
E
L
A
T
E
S
T
E
D
I
T
I
O
N
S
O
F
P
U
B
L
I
C
A
T
I
O
N
S
P
-
6
6
:
A
C
I
DE
T
A
I
L
I
N
G
M
A
N
U
A
L
W
I
T
H
A
D
D
E
D
R
E
Q
U
I
R
E
M
E
N
T
S
O
F
T
H
E
P
R
O
J
E
C
T
S
P
E
C
I
F
I
C
A
T
I
O
N
AN
D
A
C
I
3
1
8
:
B
U
I
L
D
I
N
G
C
O
D
E
R
E
Q
U
I
R
E
M
E
N
T
S
F
O
R
S
T
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
.
1.
D
.
B
E
F
O
R
E
P
L
A
C
I
N
G
C
O
N
C
R
E
T
E
,
C
H
E
C
K
A
L
L
A
P
P
L
I
C
A
B
L
E
D
R
A
W
I
N
G
S
R
E
L
E
A
S
E
D
A
S
SU
I
T
A
B
L
E
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
I
N
C
L
U
D
I
N
G
M
A
N
U
F
A
C
T
U
R
E
R
'
S
D
R
A
W
I
N
G
S
T
O
V
E
R
I
F
Y
TH
E
P
R
E
S
E
N
C
E
O
F
A
L
L
E
M
B
E
D
D
E
D
M
A
T
E
R
I
A
L
R
E
Q
U
I
R
E
D
I
N
T
H
E
P
L
A
C
E
M
E
N
T
.
2.
DI
M
E
N
S
I
O
N
S
2.
A
.
D
I
M
E
N
S
I
O
N
S
A
R
E
T
O
T
H
E
C
E
N
T
E
R
L
I
N
E
S
O
F
T
H
E
B
A
R
S
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
S
H
O
W
N
.
CL
E
A
R
C
O
V
E
R
D
I
M
E
N
S
I
O
N
S
A
R
E
M
A
R
K
E
D
C
L
R
.
A
L
L
D
I
M
E
N
S
I
O
N
S
T
O
A
J
O
I
N
T
A
R
E
T
O
TH
E
C
E
N
T
E
R
L
I
N
E
O
F
T
H
E
J
O
I
N
T
.
B
E
A
M
S
A
N
D
W
A
L
L
S
A
R
E
C
E
N
T
E
R
E
D
O
N
R
E
F
E
R
E
N
C
E
D
LI
N
E
S
U
N
L
E
S
S
S
H
O
W
N
O
T
H
E
R
W
I
S
E
.
2.
B
.
T
H
I
C
K
N
E
S
S
E
S
S
H
O
W
N
F
O
R
W
A
L
L
S
A
N
D
S
L
A
B
S
A
D
J
A
C
E
N
T
T
O
U
N
D
I
S
T
U
R
B
E
D
S
O
I
L
O
R
RO
C
K
A
R
E
M
I
N
I
M
U
M
D
I
M
E
N
S
I
O
N
S
.
3.
ST
R
U
C
T
U
R
A
L
C
O
N
C
R
E
T
E
M
I
X
R
E
Q
U
I
R
E
M
E
N
T
S
3.
A
.
S
E
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
S
E
C
T
I
O
N
0
3
3
0
0
0
.
4.
SL
A
B
-
O
N
-
G
R
A
D
E
4.
A
.
T
A
K
E
P
R
E
C
A
U
T
I
O
N
S
T
O
M
I
N
I
M
I
Z
E
S
L
A
B
C
U
R
L
I
N
G
.
G
R
I
N
D
S
L
A
B
O
R
U
S
E
L
E
V
E
L
I
N
G
CO
M
P
O
U
N
D
I
F
F
L
O
O
R
F
L
A
T
N
E
S
S
A
N
D
L
E
V
E
L
N
E
S
S
V
A
L
U
E
S
A
R
E
N
O
T
A
C
C
E
P
T
A
B
L
E
T
O
TH
E
C
O
N
T
R
A
C
T
I
N
G
O
F
F
I
C
E
R
.
4.
B
.
S
E
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
S
E
C
T
I
O
N
0
3
3
0
0
0
F
O
R
F
L
O
O
R
F
L
A
T
N
E
S
S
A
N
D
L
E
V
E
L
N
E
S
S
RE
Q
U
I
R
E
M
E
N
T
S
.
5.
RE
I
N
F
O
R
C
I
N
G
M
A
T
E
R
I
A
L
S
5.
A
.
T
Y
P
I
C
A
L
R
E
I
N
F
O
R
C
I
N
G
S
H
A
L
L
B
E
A
S
T
M
A
6
1
5
,
G
R
A
D
E
6
0
.
5.
B
.
F
I
E
L
D
B
E
N
T
R
E
I
N
F
O
R
C
I
N
G
S
H
A
L
L
B
E
A
S
T
M
A
7
0
6
,
G
R
A
D
E
6
0
.
6.
RE
I
N
F
O
R
C
I
N
G
F
A
B
R
I
C
A
T
I
O
N
6.
A
.
S
P
L
I
C
E
S
:
-
N
O
S
P
L
I
C
I
N
G
O
F
R
E
I
N
F
O
R
C
E
M
E
N
T
P
E
R
M
I
T
T
E
D
E
X
C
E
P
T
A
S
N
O
T
E
D
O
N
DR
A
W
I
N
G
S
.
M
A
K
E
B
A
R
S
C
O
N
T
I
N
U
O
U
S
A
R
O
U
N
D
C
O
R
N
E
R
S
.
W
H
E
R
E
P
E
R
M
I
T
T
E
D
,
SP
L
I
C
E
S
M
A
Y
B
E
M
A
D
E
B
Y
C
O
N
T
A
C
T
L
A
P
S
O
R
M
E
C
H
A
N
I
C
A
L
C
O
N
N
E
C
T
O
R
S
.
-
S
P
L
I
C
E
S
A
R
E
T
O
B
E
M
A
D
E
S
O
T
H
A
T
G
I
V
E
N
C
L
E
A
R
D
I
S
T
A
N
C
E
S
T
O
T
H
E
F
A
C
E
O
F
CO
N
C
R
E
T
E
W
I
L
L
B
E
M
A
I
N
T
A
I
N
E
D
.
-
S
E
E
'
L
A
P
S
P
L
I
C
E
S
C
H
E
D
U
L
E
'
F
O
R
L
A
P
L
E
N
G
T
H
S
.
6.
B
.
H
O
O
K
E
M
B
E
D
M
E
N
T
N
O
T
E
S
-
S
I
D
E
C
O
V
E
R
I
S
2
1
/
2
I
N
C
H
E
S
O
R
G
R
E
A
T
E
R
-
C
O
V
E
R
B
E
Y
O
N
D
I
S
2
I
N
C
H
E
S
O
R
G
R
E
A
T
E
R
-
I
F
S
I
D
E
C
O
V
E
R
I
S
L
E
S
S
T
H
A
N
2
1
/
2
I
N
C
H
E
S
,
I
N
C
R
E
A
S
E
L
E
N
G
T
H
S
B
Y
4
0
%
7.
PL
A
C
I
N
G
R
E
I
N
F
O
R
C
E
M
E
N
T
7.
A
.
P
L
A
C
E
R
E
I
N
F
O
R
C
E
M
E
N
T
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
P
P
R
O
V
E
D
R
E
I
N
F
O
R
C
E
M
E
N
T
S
H
O
P
DR
A
W
I
N
G
S
.
I
N
T
H
E
E
V
E
N
T
O
F
A
C
O
N
F
L
I
C
T
B
E
T
W
E
E
N
T
H
E
S
E
D
R
A
W
I
N
G
S
A
N
D
T
H
E
AP
P
R
O
V
E
D
S
H
O
P
D
R
A
W
I
N
G
S
,
T
H
E
A
P
P
R
O
V
E
D
S
H
O
P
D
R
A
W
I
N
G
S
S
H
A
L
L
G
O
V
E
R
N
.
7.
B
.
S
E
E
A
C
I
3
1
8
-
1
1
7
.
5
A
N
D
A
C
I
3
0
1
,
S
E
C
T
I
O
N
6
.
3
F
O
R
R
E
I
N
F
O
R
C
E
M
E
N
T
P
L
A
C
I
N
G
TO
L
E
R
A
N
C
E
S
A
N
D
A
C
I
1
1
7
F
O
R
A
D
D
I
T
I
O
N
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
.
7.
C
.
T
H
E
F
I
R
S
T
A
N
D
L
A
S
T
B
A
R
S
I
N
S
L
A
B
S
A
N
D
W
A
L
L
S
,
A
N
D
S
T
I
R
R
U
P
S
I
N
B
E
A
M
S
A
R
E
T
O
ST
A
R
T
A
N
D
E
N
D
A
T
A
M
A
X
I
M
U
M
O
F
O
N
E
H
A
L
F
T
H
E
A
D
J
A
C
E
N
T
B
A
R
S
P
A
C
I
N
G
.
A
L
L
RE
I
N
F
O
R
C
I
N
G
T
O
B
E
E
Q
U
A
L
L
Y
S
P
A
C
E
D
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
S
H
O
W
N
O
N
T
H
E
DR
A
W
I
N
G
S
.
7.
D
.
W
H
E
R
E
P
O
S
S
I
B
L
E
,
R
E
I
N
F
O
R
C
E
M
E
N
T
S
H
A
L
L
B
E
P
L
A
C
E
D
T
O
M
A
I
N
T
A
I
N
A
C
L
E
A
R
DI
S
T
A
N
C
E
O
F
A
T
L
E
A
S
T
1
I
N
C
H
B
E
T
W
E
E
N
O
T
H
E
R
R
E
I
N
F
O
R
C
E
M
E
N
T
,
A
N
C
H
O
R
B
O
L
T
S
,
FO
R
M
T
I
E
S
,
O
R
O
T
H
E
R
E
M
B
E
D
D
E
D
M
E
T
A
L
W
O
R
K
.
R
E
I
N
F
O
R
C
E
M
E
N
T
P
A
R
A
L
L
E
L
T
O
AN
C
H
O
R
B
O
L
T
S
O
R
O
T
H
E
R
E
M
B
E
D
D
E
D
M
E
T
A
L
W
O
R
K
S
S
H
A
L
L
B
E
P
L
A
C
E
D
T
O
M
A
I
N
T
A
I
N
A
C
L
E
A
R
D
I
S
T
A
N
C
E
O
F
A
T
L
E
A
S
T
1
-
1
/
3
T
I
M
E
S
T
H
E
M
A
X
I
M
U
M
S
I
Z
E
A
G
G
R
E
G
A
T
E
T
O
B
E
US
E
D
.
7.
E
.
R
E
I
N
F
O
R
C
E
M
E
N
T
P
R
O
T
E
C
T
I
O
N
:
-
S
E
E
'
C
O
N
C
R
E
T
E
C
O
V
E
R
T
A
B
L
E
'
-
S
E
E
A
C
I
3
1
8
-
0
5
7
.
5
F
O
R
R
E
I
N
F
O
R
C
E
M
E
N
T
P
L
A
C
I
N
G
T
O
L
E
R
A
N
C
E
S
A
N
D
A
C
I
1
1
7
FO
R
A
D
D
I
T
I
O
N
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
7.
F
.
P
R
O
V
I
D
E
A
C
C
E
S
S
O
R
I
E
S
N
E
C
E
S
S
A
R
Y
T
O
P
R
O
P
E
R
L
Y
S
U
P
P
O
R
T
R
E
I
N
F
O
R
C
I
N
G
A
T
PO
S
I
T
I
O
N
S
S
H
O
W
N
O
N
P
L
A
N
S
.
A
L
L
R
E
I
N
F
O
R
C
I
N
G
,
D
O
W
E
L
S
,
B
O
L
T
S
,
A
N
D
E
M
B
E
D
D
E
D
PL
A
T
E
S
S
H
A
L
L
B
E
S
E
T
A
N
D
T
I
E
D
I
N
P
L
A
C
E
B
E
F
O
R
E
T
H
E
C
O
N
C
R
E
T
E
I
S
P
O
U
R
E
D
.
S
T
A
B
B
I
N
G
I
N
T
O
P
R
E
V
I
O
U
S
L
Y
P
L
A
C
E
D
C
O
N
C
R
E
T
E
I
S
N
O
T
P
E
R
M
I
T
T
E
D
.
7.
G
.
P
R
O
V
I
D
E
A
D
D
I
T
I
O
N
A
L
B
A
R
S
O
R
S
T
I
R
R
U
P
S
R
E
Q
U
I
R
E
D
T
O
S
E
C
U
R
E
R
E
I
N
F
O
R
C
I
N
G
I
N
PL
A
C
E
D
U
R
I
N
G
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
.
7.
H
.
R
E
I
N
F
O
R
C
E
M
E
N
T
M
A
Y
B
E
A
D
J
U
S
T
E
D
I
N
T
H
E
F
I
E
L
D
T
O
C
L
E
A
R
F
O
R
M
T
I
E
S
A
N
D
AN
C
H
O
R
B
A
R
S
.
I
N
S
U
C
H
C
A
S
E
S
,
R
E
L
O
C
A
T
I
O
N
O
F
T
H
E
E
M
B
E
D
D
E
D
M
A
T
E
R
I
A
L
S
M
U
S
T
B
E
CO
N
S
I
D
E
R
E
D
.
I
N
N
O
C
A
S
E
S
H
O
U
L
D
B
A
R
S
B
E
B
E
N
T
I
N
T
H
E
F
I
E
L
D
.
8.
MI
S
C
E
L
L
A
N
E
O
U
S
R
E
I
N
F
O
R
C
I
N
G
R
E
Q
U
I
R
E
M
E
N
T
S
:
8.
A
.
M
A
K
E
A
L
L
R
E
I
N
F
O
R
C
I
N
G
B
A
R
B
E
N
D
S
I
N
T
H
E
F
A
B
R
I
C
A
T
O
R
'
S
S
H
O
P
U
N
L
E
S
S
N
O
T
E
D
.
8.
B
.
N
O
W
E
L
D
I
N
G
O
F
R
E
I
N
F
O
R
C
I
N
G
P
E
R
M
I
T
T
E
D
U
N
L
E
S
S
N
O
T
E
D
O
N
D
R
A
W
I
N
G
S
.
W
H
E
R
E
PE
R
M
I
T
T
E
D
,
P
E
R
F
O
R
M
W
E
L
D
I
N
G
I
N
A
C
C
O
R
D
A
N
C
E
W
I
T
H
A
W
S
D
1
.
4
,
L
A
T
E
S
T
E
D
I
T
I
O
N
.
8.
C
.
P
R
O
V
I
D
E
A
D
D
E
D
R
E
I
N
F
O
R
C
I
N
G
T
O
T
R
I
M
A
L
L
O
P
E
N
I
N
G
S
,
N
O
T
C
H
E
S
,
A
N
D
R
E
E
N
T
R
A
N
T
CO
R
N
E
R
S
A
S
N
O
T
E
D
I
N
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
.
9.
CO
N
S
T
R
U
C
T
I
O
N
/
C
O
N
T
R
O
L
J
O
I
N
T
S
9.
A
.
S
U
B
M
I
T
D
R
A
W
I
N
G
S
S
H
O
W
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
A
N
D
C
O
N
T
R
O
L
J
O
I
N
T
L
O
C
A
T
I
O
N
S
A
L
O
N
G
WI
T
H
T
H
E
S
E
Q
U
E
N
C
E
O
F
P
L
A
C
E
M
E
N
T
S
.
C
O
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
L
O
C
A
T
I
O
N
S
A
N
D
CA
S
T
I
N
G
S
E
Q
U
E
N
C
E
S
H
A
L
L
B
E
A
R
R
A
N
G
E
D
T
O
M
I
N
I
M
I
Z
E
T
H
E
E
F
F
E
C
T
S
O
F
E
L
A
S
T
I
C
A
N
D
LO
N
G
-
T
E
R
M
S
H
O
R
T
E
N
I
N
G
/
S
H
R
I
N
K
A
G
E
.
N
O
O
T
H
E
R
J
O
I
N
T
S
S
H
A
L
L
B
E
I
N
T
R
O
D
U
C
E
D
UN
L
E
S
S
A
P
P
R
O
V
E
D
B
Y
T
H
E
S
O
E
B
E
F
O
R
E
C
O
N
C
R
E
T
E
I
S
P
L
A
C
E
D
.
9.
B
.
C
O
N
T
R
O
L
J
O
I
N
T
S
S
H
A
L
L
C
O
N
F
O
R
M
T
O
D
E
T
A
I
L
S
P
R
O
V
I
D
E
D
O
N
D
R
A
W
I
N
G
S
.
IM
M
E
D
I
A
T
E
L
Y
B
E
F
O
R
E
T
H
E
S
E
C
O
N
D
C
O
N
C
R
E
T
E
P
L
A
C
E
M
E
N
T
,
T
H
E
P
R
O
J
E
C
T
I
N
G
H
A
L
F
OF
T
H
E
D
O
W
E
L
S
H
A
L
L
B
E
G
R
E
A
S
E
D
T
O
P
R
E
V
E
N
T
B
O
N
D
T
O
T
H
E
C
O
N
C
R
E
T
E
.
9.
C
.
C
O
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
S
I
N
S
L
A
B
S
-
O
N
-
G
R
A
D
E
,
A
N
D
S
T
R
U
C
T
U
R
A
L
S
L
A
B
S
S
H
A
L
L
B
E
LO
C
A
T
E
D
T
O
A
C
C
O
M
M
O
D
A
T
E
T
H
E
M
A
X
I
M
U
M
L
E
N
G
T
H
A
N
D
A
R
E
A
T
H
E
C
O
N
T
R
A
C
T
O
R
C
A
N
RE
A
S
O
N
A
B
L
Y
P
O
U
R
,
F
I
N
I
S
H
,
A
N
D
J
O
I
N
T
I
N
T
H
E
S
A
M
E
D
A
Y
,
B
U
T
S
H
A
L
L
N
O
T
E
X
C
E
E
D
A
LE
N
G
T
H
O
F
1
5
0
F
E
E
T
W
I
T
H
A
M
A
X
I
M
U
M
A
R
E
A
O
F
1
5
,
0
0
0
S
Q
U
A
R
E
F
E
E
T
UN
L
E
S
S
A
P
P
R
O
V
E
D
B
Y
T
H
E
E
N
G
I
N
E
E
R
.
9.
D
.
S
H
E
A
R
F
R
I
C
T
I
O
N
J
O
I
N
T
S
:
W
H
E
R
E
C
O
N
S
T
R
U
C
T
I
O
N
J
O
I
N
T
S
A
R
E
L
A
B
E
L
E
D
A
S
R
O
U
G
H
E
N
E
D
O
N
T
H
E
D
R
A
W
I
N
G
S
,
T
H
E
E
N
T
I
R
E
J
O
I
N
T
S
U
R
F
A
C
E
S
H
A
L
L
B
E
ME
C
H
A
N
I
C
A
L
L
Y
R
O
U
G
H
E
N
E
D
T
O
A
1
/
4
A
M
P
L
I
T
U
D
E
A
N
D
T
H
O
R
O
U
G
H
L
Y
C
L
E
A
N
E
D
.
EX
P
O
S
E
T
H
E
C
O
U
R
S
E
A
G
G
R
E
G
A
T
E
I
N
T
H
E
H
A
R
D
E
N
E
D
C
O
N
C
R
E
T
E
A
N
D
R
E
M
O
V
E
A
L
L
LO
O
S
E
M
A
T
E
R
I
A
L
10
.
FI
N
I
S
H
I
N
G
10
.
A
.
S
E
E
S
P
E
C
I
F
I
C
A
T
I
O
N
S
S
E
C
T
I
O
N
0
3
3
3
0
0
.
10
.
B
.
U
N
L
E
S
S
O
T
H
E
R
W
I
S
E
I
N
D
I
C
A
T
E
D
,
C
H
A
M
F
E
R
E
D
G
E
S
O
F
A
L
L
P
E
R
M
A
N
E
N
T
L
Y
E
X
P
O
S
E
D
CO
N
C
R
E
T
E
S
U
R
F
A
C
E
S
W
I
T
H
A
4
5
D
E
G
R
E
E
B
E
V
E
L
,
3
/
4
I
N
C
H
X
3
/
4
I
N
C
H
.
C
H
A
M
F
E
R
S
T
R
I
P
MA
Y
N
O
T
B
E
S
H
O
W
N
O
N
T
H
E
D
E
S
I
G
N
D
R
A
W
I
N
G
S
.
11
.
ME
P
A
N
D
O
T
H
E
R
O
P
E
N
I
N
G
S
A
N
D
E
M
B
E
D
M
E
N
T
S
:
11
.
A
.
P
R
O
V
I
D
E
S
L
E
E
V
E
S
A
T
O
P
E
N
I
N
G
S
(
S
U
C
H
A
S
T
H
O
S
E
R
E
Q
U
I
R
E
D
F
O
R
P
L
U
M
B
I
N
G
A
N
D
EL
E
C
T
R
I
C
A
L
P
E
N
E
T
R
A
T
I
O
N
S
)
B
E
F
O
R
E
P
L
A
C
I
N
G
C
O
N
C
R
E
T
E
.
D
O
N
O
T
C
U
T
R
E
I
N
F
O
R
C
I
N
G
WH
I
C
H
M
A
Y
C
O
N
F
L
I
C
T
.
C
O
R
I
N
G
O
F
C
O
N
C
R
E
T
E
I
S
N
O
T
P
E
R
M
I
T
T
E
D
.
11
.
B
.
R
E
F
E
R
T
O
T
Y
P
I
C
A
L
D
E
T
A
I
L
S
F
O
R
S
P
A
C
I
N
G
L
I
M
I
T
S
O
N
S
L
E
E
V
E
S
A
N
D
F
O
R
RE
Q
U
I
R
E
M
E
N
T
S
F
O
R
E
M
B
E
D
D
E
D
C
O
N
D
U
I
T
A
N
D
P
I
P
E
.
11
.
C
.
12
.
IN
S
T
A
L
L
A
T
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
12
.
A
.
G
R
O
U
T
S
O
L
I
D
A
L
L
C
E
L
L
S
C
O
N
T
A
I
N
I
N
G
R
E
I
N
F
O
R
C
I
N
G
,
E
M
B
E
D
D
E
D
I
T
E
M
S
,
A
N
D
A
L
L
OT
H
E
R
C
E
L
L
S
N
O
T
E
D
O
N
T
H
E
C
O
N
T
R
A
C
T
D
O
C
U
M
E
N
T
S
.
LA
P
S
P
L
I
C
E
A
N
D
D
E
V
E
L
O
P
M
E
N
T
L
E
N
G
T
H
S
C
H
E
D
U
L
E
(I
N
C
H
E
S
)
BAR SIZE
(US)
BAR
DIAMETER
F'
c
=
4
5
0
0
P
S
I
CO
M
P
TE
N
S
I
O
N
LCE
LCS
LDH
LTE
TOP
LTE
LTS
TOP
LTS
#3
0.
3
7
5
8
12
6
17
13
2
3
17
#4
0
.
5
0
0
9
1
5
6
23
17
3
0
2
3
#5
0
.
6
2
5
1
1
1
8
8
2
9
2
2
3
8
2
9
#6
0
.
7
5
0
1
3
2
2
9
3
4
2
6
4
5
3
5
#7
0
.
8
7
5
1
5
2
6
1
1
5
0
3
9
6
6
5
1
#8
1
.
0
0
0
1
8
3
0
1
3
58
44
7
6
5
8
#9
1
.
1
2
8
2
0
3
3
1
4
6
5
5
0
8
5
6
6
#1
0
1
.
2
7
0
2
2
3
8
1
6
7
3
5
6
9
6
7
4
#1
1
1
.
4
1
0
2
5
4
2
1
8
8
2
6
3
1
0
7
8
2
SP
L
I
C
E
S
C
H
E
D
U
L
E
N
O
T
E
S
1.
'
L
C
E
'
C
O
M
P
R
E
S
S
I
O
N
E
M
B
E
D
M
E
N
T
L
E
N
G
T
H
,
'
L
C
S
'
=
C
O
M
P
R
E
S
S
I
O
N
L
A
P
S
P
L
I
C
E
L
E
N
G
T
H
,
'L
D
H
'
=
H
O
O
K
D
E
V
E
L
O
P
M
E
N
T
L
E
N
G
T
H
,
'
L
T
E
'
=
T
E
N
S
I
O
N
E
M
B
E
D
M
E
N
T
L
E
N
G
T
H
,
'
L
T
S
'
T
E
N
S
I
O
N
LA
P
S
P
L
I
C
E
L
E
N
G
T
H
.
2.
'
T
O
P
'
B
A
R
S
A
R
E
H
O
R
I
Z
O
N
T
A
L
B
A
R
S
P
L
A
C
E
D
W
I
T
H
M
O
R
E
T
H
A
N
1
2
I
N
C
H
E
S
O
F
F
R
E
S
H
CO
N
C
R
E
T
E
I
S
C
A
S
T
B
E
L
O
W
T
H
E
B
A
R
.
3.
A
L
L
S
P
L
I
C
E
S
S
H
A
L
L
B
E
W
I
R
E
D
I
N
C
O
N
T
A
C
T
A
N
D
S
T
A
C
K
E
D
V
E
R
T
I
C
A
L
L
Y
.
4.
A
L
L
S
P
L
I
C
E
S
A
R
E
'
L
T
S
'
U
N
L
E
S
S
N
O
T
E
D
O
T
H
E
R
W
I
S
E
.
5.
S
M
A
L
L
E
R
B
A
R
L
A
P
L
E
N
G
T
H
S
H
A
L
L
B
E
U
S
E
D
W
H
E
N
S
P
L
I
C
I
N
G
D
I
F
F
E
R
E
N
T
S
I
Z
E
D
B
A
R
S
.
6.
L
A
P
L
E
N
G
T
H
S
S
P
E
C
I
F
I
C
A
L
L
Y
D
E
T
A
I
L
E
D
O
N
D
R
A
W
I
N
G
S
S
H
A
L
L
G
O
V
E
R
N
I
N
L
I
E
U
O
F
L
A
P
LE
N
G
T
H
S
S
C
H
E
D
U
L
E
.
7.
S
C
H
E
D
U
L
E
L
A
P
L
E
N
G
T
H
S
A
S
S
U
M
P
T
I
O
N
S
:
-
C
L
E
A
R
C
O
V
E
R
I
S
G
R
E
A
T
E
R
T
H
A
N
B
A
R
D
I
A
M
E
T
E
R
,
A
N
D
N
O
T
L
E
S
S
T
H
A
N
3
/
4
"
.
-
C
L
E
A
R
S
P
A
C
I
N
G
B
E
T
W
E
E
N
B
A
R
S
I
S
G
R
E
A
T
E
R
T
H
A
N
2
B
A
R
D
I
A
M
E
T
E
R
S
.
-
I
F
E
I
T
H
E
R
C
O
N
D
I
T
I
O
N
A
B
O
V
E
I
S
N
O
T
M
E
T
F
O
R
A
G
I
V
E
N
B
A
R
,
I
N
C
R
E
A
S
E
L
E
N
G
T
H
B
Y
5
0
%
.
8.
S
P
L
I
C
E
L
E
N
G
T
H
S
N
O
T
E
D
B
A
S
E
D
O
N
F
Y
=
6
0
,
0
0
0
P
S
I
.
F
O
R
O
T
H
E
R
Y
I
E
L
D
S
T
R
E
N
G
T
H
S
,
MU
L
T
I
P
L
Y
S
P
L
I
C
E
L
E
N
G
T
H
S
N
O
T
E
D
B
Y
F
Y
/
6
0
,
0
0
0
.
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
D.1 Floodplain Analysis Maps and HEC-RAS
Output
0+07
0+62
1 +1 1
1 +4 5
2+43
3+60
5+09
6+27
LE
G
E
N
D
HE
C
-
R
A
S
C
R
O
S
S
S
E
C
T
I
O
N
S
EX
I
S
T
I
N
G
F
L
O
O
D
P
L
A
I
N
E
X
T
E
N
T
S
PR
O
P
O
S
E
D
F
L
O
O
D
P
L
A
I
N
E
X
T
E
N
T
S
1+00
2+00
2+52
0+00
1
+
0
0
2+00
3
+
0
0
4+00
5+00
6+00
7+00
8+00
8+86
6 3 2 5
6325
6322
6
3
2
0
6320
6320
6325
6325
6330
6335
6325
6 3 25
6330
6
3
3
0
6335
6310
6310
6315
6315
6320
6320
6325
6325
6330
6330
FL
O
O
D
P
L
A
I
N
W
O
R
K
M
A
P
RO
A
N
C
R
E
E
K
F
I
S
H
B
A
R
R
I
E
R
18
1
-
0
4
7
.
0
1
0
--
-
-1
NO
.
B
Y
D
A
T
E
CO
M
M
E
N
T
S
SC
A
L
E
DE
T
A
I
L
CH
E
C
K
DE
S
I
G
N
Plot Date/Time: 04/21/2025, 02:45:23 PM; \\WWE-GWS\PROJECT FILES\WWE\181-047\010\CAD\01_DWGS\WWE-FLOODPLAIN WORKMAP.DWG-FLOODPLAIN WORKMAP
SH
E
E
T
N
O
.
JO
B
N
O
.
RE
V
I
S
I
O
N
N
O
.
DA
T
E
DE
S
C
R
I
P
T
I
O
N
WR
I
G
H
T
W
A
T
E
R
E
N
G
I
N
E
E
R
S
,
I
N
C
.
GL
E
N
W
O
O
D
S
P
R
I
N
G
S
,
C
O
8
1
6
0
2
(9
7
0
)
9
4
5
-
7
7
5
5
F
A
X
(
9
7
0
)
9
4
5
-
9
2
1
0
81
8
C
O
L
O
R
A
D
O
A
V
E
.
P
.
O
.
B
O
X
2
1
9
PE
R
M
I
T
SE
T
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
-
-
-
-
--
-
-
JB
H
/
D
T
L
0
4
/
1
8
/
2
0
2
5
SH
O
W
N
JB
H
/
D
T
L
SD
S
04
/
1
8
/
2
0
2
5
04
/
1
8
/
2
0
2
5
PL
A
N
ME
M
B
E
R
U
T
I
L
I
T
I
E
S
FO
R
T
H
E
M
A
R
K
I
N
G
O
F
U
N
D
E
R
G
R
O
U
N
D
BE
F
O
R
E
Y
O
U
D
I
G
,
G
R
A
D
E
,
O
R
E
X
C
A
V
A
T
E
CA
L
L
3
-
B
U
S
I
N
E
S
S
D
A
Y
S
I
N
A
D
V
A
N
C
E
CE
N
T
E
R
O
F
C
O
L
O
R
A
D
O
OR
C
A
L
L
U
T
I
L
I
T
Y
N
O
T
I
F
I
C
A
T
I
O
N
1-
8
0
0
-
9
2
2
-
1
9
8
7
81
1
CA
L
L
C
O
L
O
R
A
D
O
10
10
2
0
F
T
0
0
10
0
20
0
30
0
40
0
50
0
60
0
70
0
80
0
63
0
5
63
1
0
63
1
5
63
2
0
63
2
5
63
3
0
Ro
a
n
C
r
e
e
k
P
l
a
n
:
1
)
P
C
4
/
2
1
/
2
0
2
5
2
)
E
C
4
/
2
1
/
2
0
2
5
Ma
i
n
C
h
a
n
n
e
l
D
i
s
t
a
n
c
e
(
f
t
)
Elevation (ft)
Le
g
e
n
d
WS
1
0
0
Y
e
a
r
S
S
-
P
C
WS
1
0
0
Y
e
a
r
S
S
-
E
C
Gr
o
u
n
d
Gr
o
u
n
d
62
111
145
243
360
509
627
737
Ro
a
n
C
r
e
e
k
R
o
a
n
C
r
e
e
k
0 20 40 60 80 100
6324
6326
6328
6330
6332
6334
6336
6338
Roan Creek Plan: 1) PC 2) EC
RS = 737
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
0 20 40 60 80 100 120
6320
6325
6330
6335
6340
6345
Roan Creek Plan: 1) PC 2) EC
RS = 627
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
0 20 40 60 80 100 120 140
6320
6322
6324
6326
6328
6330
6332
6334
6336
6338
Roan Creek Plan: 1) PC 2) EC
RS = 509
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
0 20 40 60 80 100 120 140
6318
6320
6322
6324
6326
6328
6330
6332
6334
Roan Creek Plan: 1) PC 2) EC
RS = 360
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
0 20 40 60 80 100 120 140
6318
6320
6322
6324
6326
6328
6330
6332
6334
Roan Creek Plan: 1) PC 2) EC
RS = 243
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
0 20 40 60 80 100 120 140
6310
6315
6320
6325
6330
6335
Roan Creek Plan: 1) PC 2) EC
RS = 145
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
0 20 40 60 80 100 120
6310
6315
6320
6325
6330
6335
6340
Roan Creek Plan: 1) PC 2) EC
RS = 111
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
0 20 40 60 80 100
6305
6310
6315
6320
6325
6330
6335
Roan Creek Plan: 1) PC 2) EC
RS = 62
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
0 20 40 60 80 100
6305
6310
6315
6320
6325
6330
6335
Roan Creek Plan: 1) PC 2) EC
RS = 7
Station (ft)
El
e
v
a
t
i
o
n
(
f
t
)
Legend
WS 100 Year SS - EC
WS 100 Year SS - PC
Ground - EC
Bank Sta - EC
Ground - PC
Bank Sta - PC
HEC-RAS River: Roan Creek Reach: Roan Creek Profile: 100 Year SS
Reach River Sta Profile Plan Q Total Min Ch El W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl
(cfs)(ft)(ft)(ft)(ft)(ft/ft) (ft/s) (sq ft) (ft)
Roan Creek 737 100 Year SS PC 599.00 6324.22 6326.69 6326.69 6327.80 0.013388 8.68 78.42 37.85 1.00
Roan Creek 737 100 Year SS EC 599.00 6324.22 6326.69 6326.69 6327.80 0.013388 8.68 78.42 37.85 1.00
Roan Creek 627 100 Year SS PC 599.00 6321.75 6326.16 6326.67 0.003265 6.19 128.00 41.10 0.54
Roan Creek 627 100 Year SS EC 599.00 6321.75 6326.16 6326.67 0.003265 6.19 128.00 41.10 0.54
Roan Creek 509 100 Year SS PC 599.00 6321.22 6324.53 6324.53 6325.90 0.013205 10.53 80.56 31.47 1.04
Roan Creek 509 100 Year SS EC 599.00 6321.22 6324.53 6324.53 6325.90 0.013205 10.53 80.56 31.47 1.04
Roan Creek 360 100 Year SS PC 599.00 6319.53 6323.59 6322.90 6324.26 0.005842 6.62 97.40 37.40 0.67
Roan Creek 360 100 Year SS EC 599.00 6319.53 6323.59 6324.26 0.005842 6.62 97.40 37.40 0.67
Roan Creek 243 100 Year SS PC 599.00 6319.41 6322.37 6322.37 6323.20 0.014811 7.40 85.54 55.00 0.99
Roan Creek 243 100 Year SS EC 599.00 6319.41 6322.37 6322.37 6323.20 0.014811 7.40 85.54 55.00 0.99
Roan Creek 145 100 Year SS PC 599.00 6311.47 6315.27 6315.27 6317.11 0.002601 10.88 55.06 15.03 1.00
Roan Creek 145 100 Year SS EC 599.00 6315.57 6320.01 6320.01 6321.47 0.011661 9.96 70.51 28.82 0.95
Roan Creek 111 100 Year SS PC 599.00 6310.67 6315.37 6315.02 6316.79 0.009663 9.63 65.59 19.95 0.85
Roan Creek 111 100 Year SS EC 599.00 6310.67 6315.37 6315.02 6316.79 0.009663 9.63 65.59 19.95 0.85
Roan Creek 62 100 Year SS PC 599.00 6309.75 6315.26 6316.38 0.004784 8.76 82.88 19.69 0.68
Roan Creek 62 100 Year SS EC 599.00 6309.75 6315.26 6316.38 0.004784 8.76 82.88 19.69 0.68
Roan Creek 7 100 Year SS PC 599.00 6308.70 6314.18 6313.84 6315.96 0.009010 11.29 68.70 17.91 0.87
Roan Creek 7 100 Year SS EC 599.00 6308.70 6314.18 6313.84 6315.96 0.009010 11.29 68.70 17.91 0.87
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
D.2 Site Photos
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
D.3 StreamStats Output
Floodplain Development Report for Roan Creek Fish Barrier
181-047.010 Wright Water Engineers, Inc.
April 2025
D.4 USACE 404 Permit Documentation
Wright Water Engineers, Inc. 818 Colorado Ave., Ste. 307, Glenwood Springs, CO 81601 Send Mail To: PO Box 219,
Glenwood Springs, CO 81602 (970) 945-7755 www.wrightwater.com sschreiber@wrightwater.com
To: Philip Berry, AICP
Garfield County, Colorado
Via Email: pberry@garfieldcounty.gov
From: Wright Water Engineers, Inc.
Scott Schreiber, P.E., CFM, BC. WRE
Jonah Howe, P.E.
Date: April 21, 2025
Re: Roan Creek Fish Barrier Floodplain Development Report Garfield County NTC Letter
Comment Response (FDPA 03-25-9060)
Wright Water Engineers, Inc. (WWE) is pleased to provide this memorandum detailing our responses
to comments provided by you in a letter dated March 21, 2025. A list of your comments provided in
your letter and WWE responses are provided below:
1. The County Attorneys Office expressed concern regarding the work taking part on two
parcels. The applicant should explain that all floodplain work for which this application is
addressing occurs on one parcel.
WWE Response: Section 2.0 of the report has been updated to indicate that floodplain work
for which the floodplain report is addressing will only occur on the parcel owned by Roan
Creek DMG Investment, LLC, and work on the BLM parcel is limited to piping of the existing
ditch within its historical alignment and is not located within the floodplain
2. The applicant shall provide proof of permission from the BLM for the irrigation ditch work or
provide an analysis demonstrating it is not necessary.
WWE Response: Authorization by the BLM to perform the work associated with the Project
was received via email from Jana Moe on April 8, 2025. A copy of the email correspondence
is included with this comment response as Attachment A and Appendix A of the revised
report.
3. More information related to the determination of No Rise is required.
WWE Response: WWE, in coordination with the Middle Colorado Watershed Council,
revised the Project extents to remove upstream channel work. Furthermore, WWE has
revised the HEC-RAS analysis to account for the reduction in work and updated the report to
provide more information related to the determination of No Rise.
4. Provide additional Floodplain Analysis to fulfill the submittal requirements of 4-203-O.
Memorandum to Philip Berry, AICP
April 21, 2025
Page 2
WWE Response: The report provides an outline documenting compliance with Section 4-
203-O of the Garfield County Land Use Code, including exceptions where the requirements
outlined in Section 4-203-O do not apply to the Project.
5. Please provide signed and stamped last page of the narrative.
WWE Response: The last page of the narrative has been signed and stamped.
4/21/2025 11:58 AM
Attachments:
Attachment A Letter RE: Roan Creek Fish Barrier (FDPA 03-25-9060), dated March 21, 2025
Attachment B Email RE: Roan Creek Simmons No. 1 Ditch project on BLM
cc: Kate Collins (MCWC), Liberty Costello (MCWC)
\\WWE-GWS\project files\WWE\181-047\010\Engr\Floodplain Report\GarCo Comments\Roan Creek FDP Comment Response Memo.docx
Attachments
Attachment A
Email RE: Roan Creek Simmons No. 1 Ditch
project on BLM
1
Jonah Howe
From:Moe, Jana P <jpmoe@blm.gov>
Sent:Tuesday, April 8, 2025 2:55 PM
To:Jonah Howe
Cc:Scott Schreiber; Kate Collins; Ward, Jennifer K; Potter, Oneita F; Stark, Christina A;
Sheata, Carrie A; lcostello@midcowatershed.org; Leanna Canyon; Drake Ludwig; Brady,
Colin W
Subject:Roan Creek - Simmons No.. 1 Ditch project on BLM
Attachments:2025-04-01 Roan Creek POD.pdf
Jonah,
Thank you for including the migratory bird language in the Plan of Development (POD) dated April 1, 2025.
BLM has reviewed the project proposal to install 300 feet of irrigation pipeline on public land within the
existing historic right-of-way (ROW) alignment of the Simmons No. 1 Ditch. The project as described by
the POD can be considered maintenance of the historic ditch and no further authorization is required
from BLM. All construction work for the project must remain within the current footprint of existing
disturbance for the ditch, access road and ditch maintenance activities.
Any future substantial realignment, relocation, or reconstruction of the Simmons No. 1 Ditch may require
filing a ROW application with BLM. Any changes or additions to the existing water rights may also require
filing a ROW application. The level of normal operations and maintenance is that which has been
historically and customarily occupied. New surface disturbance activity must have prior review by the
Bureau of Land Management (BLM) as to whether it is within the scope of the existing ROW or is a
substantial deviation.
Please keep me updated on the construction schedule as it develops. If you have any further questions,
please reach out.
Jana
Jana Moe
Senior Realty Specialist
Bureau of Land Management
Upper Colorado River District Office
2815 H Road
Grand Junction, CO 81506