Moved to a site final.

Conference with J. Wylie (Boise City P. Works): Discussion took place regarding assisting with Public Works inspector in performing weekly inspection during upcoming project. Inspections will be performed by Inspector 460 or 420.

Dewatering swale and other misc areas have been sprayed with seed and mulch. Since this is a on going project the NOI will remain opens and monthly inspections will occur until at which time active construction commences, this according to Wendy L. from Boise Parks. Call was made to Guho regarding upcoming 36th street ped bridge project.

Verbal to RP:
Clean up all sediment tracking off of project area onto the public street. Must provide tracking control to miniumize any further tracking.

liner has been put in place at the storm water out in the east end of Quinns Pond where erosion has occured. Liner within the channel still needs maintenance to occur where it has degrated.

Water clarity appears clean, liner is in need of maintenance, Quinn's pond has an area on the north bank which is eroding under the stromdrain outlet, south of the apartment complex. Ponds number 2 & 3 has limited holding capacity.

All seapage out of the channel has been filled. No repairs have been made on the channel liner. But water is turbidity does not appear to be turbid.

Due to the ruling of the point that the project pertains to ag. BMP's have not been maintained. Discharge into the north pont has a green shade from the water. channel needs to have attention brought to the 6mil plastic lining where tears and bubbling due to the high winds. Reported to Erosion Control manager with PDS over the findings. Will re-inspect on 3/25/10AM.

Corrections have not been made within the channal with the liner.

None of the repairs have occured that have been indicated in the pervious inspections. Also have viewed that at the discharge point into the first pond, the clarity has become cloudy. Possibly organics and sediment from scouring of the pond edge at the point of discharge. Have notified the RP of the findings of the inspection. Explained to the RP to contact the ERosion Control Manager over a solution to miniumizescouring at the discharge point. Will keep inspecting on a daily basis.

Areas of the channel are still inb need of repair. But due to the sampoling result of the turbidity reading the RP is in the thought that if the repair are made it could excalate the problems. But per BMC 8-17 all BMP must be maintained. Also this is the rule of the CGP. Will monitor the channel for further issues.

Completed by 420

Water is running in lined trench and appears visually to be clean. Liner is working well and no erosion was observed.

De-watering not occurring. Inspector 460 will re-inspect Wed. 2/24

All BMP's in good conditions. Discharge point looking like in good condition. No scouring of areas at discharge point as thought of as a concern.

Four areas of issues were found at the test run of the dewatering channel.

1. Side cut of the channel is to low. The edge needs to rise at least 12" in 2 locations.

2. Where the over lapping of the 8mil plastic is the seem need to be secured with achor pins on the bottom flap. Also weighted non erodible materail needs to be placed on top flap of the seam to minuimize backflow under the bottom flap.
3. Place additional boulders at the discharge point of the channel into the pond to slow down the velocity to pervent bank scouring. Will be having another test run on 2/18/10 at 8:30am.

Walked the dewater trench with MacAlvain (Dean), Walt B. (Boise City). Grading of the trench is almost complete. Made some general comments, including recommended to elevate the north side of the berm at the bend and to make sure that the liner is anchored down properly prior to testing the water flow. As well, reminded Dean to call Inspector 460 for a visual inspection prior to commencment of the water test. Gave Dean my card and informed him to call me if needed. Contractor hopes to test trench with water Wed. p.m. (2/17/10).

Refer to #420 inspection notes.

Moved until 2/10/10AM

Discuss water monitor requirements with Boise City Public Works who has been requested by Parks to assist in the monitoring requirements during de-watering of the pond: Provide Walt a copy of the permits conditions and reviewed the "special conditions" section. Walt will get back to me in regards to the discharge monitoring in the near future.

Went over conditions with Wendy L. from parks and rec and Walter from MacCalvain Contsruction.
explained what requirements need to occur prior, during and post construction.
Prior to any dewaterinf a Site preperation inspection must be scheduled with the Erosion Control Dept. with the city to inspect and approved all BMP's pertaining to dewatering and construction activity.
During Dewatering opperations Daily water samples are required with a weekly report submitted to Steve Webb with the city Erosion Control dept. Also prior to the structural fill occurs with the pond another site preperation inspection is required to be scheduled to inspect all BMP's and approved. Also a confrence is required to outline the phase of work. At the end of the project final stabilization must occur on all denuded soil per instustry standards. Will follow up with a site prep inspection once secheduled by the permitee or on 2/09/10.

per revised esc application submitted 1/27/10 acreage disturbed went from 4 to 5 acres.