Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
Final Baseline Hydrology Report - October 2012 - Urban Drainage ...
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Sanderson Gulch Major <strong>Drainage</strong>way Plan<br />
<strong>Baseline</strong> <strong>Hydrology</strong> <strong>Report</strong> <strong>October</strong> <strong>2012</strong><br />
2.0 STUDY AREA DESCRIPTION<br />
2.1 Project Area<br />
The project study area consists of the Sanderson Gulch watershed including the tributary North Sanderson<br />
Gulch. A map of the watershed is provided in the interactive <strong>Hydrology</strong> Map, Figure B-1 of Appendix B.<br />
Sanderson Gulch is a west bank tributary to the South Platte River in Denver. The confluence with the<br />
South Platte River is immediately downstream of Florida Avenue. The confluence and lower portion of the<br />
Sanderson Gulch watershed are located within the City and County of Denver. The watershed extends<br />
west from the South Platte River approximately 7 miles to S. Union Boulevard in the City of Lakewood and<br />
Jefferson County. The jurisdictions within the Sanderson Gulch watershed are shown on Figure 2-1. The<br />
northern boundary of the watershed varies from Exposition Avenue on the east to Florida Avenue on the<br />
west. The southern boundary of the watershed varies from approximately Harvard Avenue on the east to<br />
Morrison Road on the west.<br />
The Sanderson Gulch watershed has a drainage area of 7.6 square miles. NRCS hydrologic soil types<br />
within the basin are predominantly Type C. A soils map is provided in the interactive <strong>Hydrology</strong> Map, Figure<br />
B-1 of Appendix B. The watershed is essentially fully developed. The 152-acre Green Gables Country<br />
Club located near the southeast corner of the intersection of Wadsworth and Jewell in Jefferson County is<br />
the only significant undeveloped parcel and it is currently under redevelopment as mixed-use commercial<br />
and residential. Since development is approved and construction is imminent, this study assumes<br />
development of this site under the future conditions model. Watershed elevations range from 5230 feet at<br />
the confluence with the South Platte River to 5805 feet at the western limit of the watershed near S. Union<br />
Boulevard.<br />
Figure 2-2 identifies the parcels within the Sanderson Gulch that are city-owned. Within the City and County<br />
of Denver, Sanderson Gulch was one of the first drainageways to preserve the floodplain as open space<br />
and the gulch is almost entirely an open channel system contained within linear park and open space areas.<br />
Sanderson Gulch is not designated a wildlife corridor by Denver Parks and Recreation, but there are<br />
portions of the gulch that are designated as “Park” which means there are some use restrictions for those<br />
designated areas. The middle and upper reaches of Sanderson Gulch and the entirety of its tributary, North<br />
Sanderson Gulch, are located within Jefferson County and the City of Lakewood. Upper Sanderson Gulch<br />
and North Sanderson Gulch are also generally open channel systems, but the number of adjacent parks or<br />
open space areas is much more limited. Significant portions of the upper gulches are contained in narrow<br />
constructed drainageways. Figure 2-3 depicts the parks and open spaces within the Sanderson Gulch<br />
watershed.<br />
Map, Figure B-1 of Appendix B. Residential land uses make up a majority of the watershed. Limited<br />
commercial and industrial development exists along major arterial streets primarily Federal Boulevard,<br />
Sheridan Boulevard, Wadsworth Boulevard and the western part of Jewell Avenue. Land use within the<br />
watershed is summarized in Table 2-1.<br />
Table 2-1 Watershed Land Use Summary<br />
Land Use<br />
Percentage of Watershed<br />
Residential 75.7%<br />
Commercial/Industrial 11.4%<br />
Parks/Open Space/Ponds 12.9%<br />
Total 100.0%<br />
Watershed Area-Weighted Imperviousness 49.6%<br />
2.3 Reach Descriptions<br />
For the purposes of the evaluation of alternative improvements, Sanderson Gulch has been divided into 12<br />
reaches and North Sanderson Gulch into 4 reaches. Descriptions of the reaches are provided in the<br />
sections below and reach limits are illustrated in Figure 2-5. Major crossings are shown on Figure 2-6 and<br />
listed in Table 2-2. An inventory of existing drop structures is shown in Table 2-3. There are currently 35<br />
drop structures on Sanderson Gulch and 16 on North Sanderson Gulch as shown on Figure 2-7. In<br />
addition to these existing structures, the previous report Sanderson Gulch Drop Structure Inventory and<br />
Bank Stabilization (Icon Engineering, 2002) recommended three new drop structures within the City and<br />
County of Denver.<br />
Sanderson Gulch<br />
Reach 1 – South Platte River to Lipan Culvert Entrance (Denver)<br />
There are several irrigation ditches and water storage reservoirs within the Sanderson Gulch watershed.<br />
Figure 2-4 shows the ditch locations for the Agricultural Ditch, Welch Ditch, and the Salisbury Lateral Ditch.<br />
Smith Reservoir, Ward Reservoir No. 1, Ward Reservoir No. 2 and Ward Reservoir No. 5 within the<br />
Sanderson Gulch watershed are privately owned and used for irrigation water storage. The operation of<br />
these ditches is described in Section 2-4.<br />
2.2 Land Use<br />
Land use and zoning data was provided by the City and County of Denver and the City of Lakewood. A<br />
summary of how impervious area values were determined for hydrologic modeling is included in Section<br />
3.3.2 Watershed Imperviousness. Land use in the watershed is illustrated on the interactive <strong>Hydrology</strong><br />
3