Significant snow melt and storm water runoff is occuring on site. On the front side of site, all water is being retained in the stormwater ponds with no offsite discharge. Within the system the flow of water has eroded the check dam lined channel on the west side of Barber Dr up the hill near Hoot Owl. Check dams need new design with a V shape weir in the center to allow water to go down the middle of the channel instead of around it. The channel should also be stabilized and/or vegetated when conditions allow.

On the back side, there is some snowmelt and stormwater runoff discharging to Council Springs Creek per design. The retention/settling ponds are working to treat runoff but after discharging water has routed outside of the geotextile & rip rap lined channel causing erosion. Several areas of mudslides have displaced wattles and rill & gully erosion is occuring. Water running down these slopes go to the riprapped drainage channels and eventually to Council Springs.

Note: water in Council Springs Creek upstream from area of development is turbid/muddy and no visible significant change after passing through HRN discharge area.

Correction request:
- inspect back slope areas and discharge channel. Additional sediment controls and water management is required to prevent muddy discharges into the Creek.

Will conduct follow up tomorrow.

No stockpile perimeter sediment controls installed on bottom end of foundation backfill stockpile placed on adajecent lot.

Construction entrance area beyond asphalt is muddy and needs more construction rock.

BMP follow up inspection scheduled for 1/12

Rootop and site snowmelt, ice, and rain has pooled up around building foundation and entrance. Solution in works to remove water, no land application, flow to storm drains, or to garage trench drains and interceptor was allowed. Appears a vac truck is now being used....

Removal of temp BMP on MS4 allowed to try and improve drainage.