Ordinance Text
8-13D-9-12: SURFACE WATER HYDROLOGY:
Hydrology Overview: The Dry Creek surface water hydrology system is derived from both artificial and natural sources. The artificial sources are derived through unused irrigation waters and excess water pumped to facilitate the needs of local livestock. The natural recharge sources include seasonal precipitation (average is 0.24 acre-feet per acre during growing season), and discharge of springs and seeps along Dry Creek and its tributaries.
Source fluctuations, especially seasonally, have had an effect on the spatial variation in local hydraulic conditions along the major drainage and have an important role in determining the controlling processes involved with local flood processes, resulting flood features, and subsequent erosional attributes. In addition, ancestral hydraulic processes have contributed to a diverse depositional morphology, especially along Dry Creek.
The principal hydrologic feature in the study area is the Dry Creek drainage basin. The basin drains approximately sixty (60) square miles of intermountain uplands. Gauging station records from 1953 through 1968 show peak discharges range from three thousand five hundred (3,500) to four thousand seven hundred (4,700) acre- feet of water for the basin that includes the Hidden Springs project area. The peak flows appear to be concentrated from February through April. The exception is occasionally January shows moderately high flows.
Floodways: Encroachment on the established floodplain, such as structures and fills, increases the concern of the effects from localized flooding. One aspect of floodplain management involves balancing the economic gain from floodplain development against the resulting increase of flood constraints. Floodway identification is a useful tool to assist local community development in proper floodway management as it relates to land use planning. The floodway delineated in this study was computed from Currant Creek east along Dry Creek using Federal Emergency Management Agency/U.S. Army Corps of Engineers, hydrologic engineering analyst protocol. Peak flood discharges were determined for the ten (10), fifty (50), and one hundred (100)-year events for the Dry Creek drainage. Discharge rates and flow frequency information was obtained from gauging stations located approximately two (2) miles west of the study area. The results of the review show the ten (10), and fifty (50)-year flood events will probably be contained in the present Dry Creek channel. The one hundred (100)-year event will probably overtop the present creek channel up to an average of approximately three hundred feet (300') lateral distance from the creek centroid. The accompanying map shows the flood plain boundary for the ten (10), fifty (50), and one hundred (100)-flood events. The boundary locations are an integral part of effective long- term land use planning.
Natural Springs: The diverse depositional environment associated with Dry Creek has contributed to unique conditions that promote artesian flow at a number of locations along Dry Creek within the Hidden Springs property boundary. Approximately nine (9) natural springs are clustered near the southeast corner of Section 31, the northwest corner of Section 5 and the southwest corner of Section 32, Township 5 North, Range 2 East.
Some diversion of spring flow has been attempted during the past for agricultural purposes, however, for the most part the springs have remained undeveloped. Flow of the springs is often intermittent and depends largely on seasonal precipitation and local water recharge. The most likely explanation for the springs and their historic characteristic is that they are fed by recharge from precipitation, upstream irrigation, and snowmelt from mountainous runoff generally from slopes to the north. Ancient streambeds (visible on current aerial photographs) probably transport the water from upstream surface and subsurface sources. The identification of shallow ground water areas is paramount in effective land use planning, especially during foundation engineering for residential development. The areas that have natural springs present are identified on the accompanying map. Some portions of these springs and the Dry Creek riparian area are wetlands areas.
Surface Water Recharge: Every year some sections of Dry Creek do in fact dry up. Various upstream reaches dry up while other reaches (benefitting from upstream recharge through shallow ground water) continue to flow. These historic characteristics provide a glimpse of the relative complexity and interrelationship between surface water and ground water.
(Ord. 1002, 10-28-2025)
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Nearby Sections
8-13D-9-7: HISTORICAL OVERVIEW:8-13D-9-8: SLOPES:8-13D-9-9: ASPECT/VIEWS/CLIMATE:8-13D-9-10: GEOLOGIC OVERVIEW:8-13D-9-11: SOIL CONDITIONS:8-13D-9-12: SURFACE WATER HYDROLOGY:8-13D-9-13: GROUND WATER:8-13D-9-14: GEOTECHNICAL CHARACTERIZATION:8-13D-9-15: VEGETATION:8-13D-9-16: WILDLIFE RESOURCES:8-13D-9-17: CULTURAL RESOURCES:8-13D-9-18: LAND USE PATTERNS:8-13D-9-19: SITE ANALYSIS: SUMMARY OF OPPORTU8-13D-9-20: CENTRAL PLANNING CONCEPTS:8-13D-9-21: PLAN OVERVIEW:
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