Site Visit Report Permit Number:AR0037176 AFIN: 60-00495 ...

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Site Visit Report Permit Number:AR0037176 AFIN: 60-00495 Site Visit Report Facility Name: City of Sherwood - North Facility Permit Number: AR0037176 Date of Site Visit: July 13, 2017 Permit Engineer: Guy Lester Names and Numbers of Personnel Present for Site Visit: Name Company Phone # E-mail Scott Greenwood Sherwood 501-413-8042 [email protected] Don Benson Sherwood 501-425-1431 [email protected] Front Gate Coordinates: Lat.: 34° 5017.74” N; Long.: 92° 1022.36” W (PDS) Lat.: 34° 5017.8” N; Long.: 92° 1022.3” W (measured) Outfall Information to Confirm/Collect Outfall 001 Effluent Description treated municipal wastewater Receiving Stream unnamed tributary, thence to Kellogg Creek, thence to Bayou Meto, thence to the Arkansas River Monitoring Coordinates Lat.: 34° 5019.9” N; Long.: 92° 1022.4” W Outfall Coordinates Lat.: 34° 5019.53” N; Long.: 92° 1018.8” W Treatment Units barscreen, grit chamber, four (4) sequential batch reactors, post-aeration, and UV disinfection Any changes requested by permittee to limits, terms, etc. for this outfall? N/A Proposed Revisions to the Permit: 1. Change of outfall location: Outfall 002 Receiving Stream unnamed tributary, thence to Kellogg Creek, thence to Bayou Meto, thence to the Arkansas River (same as Outfall 001) Monitoring Coordinates Lat.: 34° 5019.9” N; Long.: 92° 1022.4” W (same as Outfall 001) Outfall Coordinates Lat.: 34° 5026.4” N; Long.: 92° 1017.45” W 2. Removal of monitoring and reporting requirements for TP & N+N-N.

Transcript of Site Visit Report Permit Number:AR0037176 AFIN: 60-00495 ...

Site Visit Report

Permit Number:AR0037176

AFIN: 60-00495

Site Visit Report

Facility Name: City of Sherwood - North Facility

Permit Number: AR0037176

Date of Site Visit: July 13, 2017

Permit Engineer: Guy Lester

Names and Numbers of Personnel Present for Site Visit:

Name Company Phone # E-mail

Scott Greenwood Sherwood 501-413-8042 [email protected]

Don Benson Sherwood 501-425-1431 [email protected]

Front Gate Coordinates: Lat.: 34° 50’ 17.74” N; Long.: 92° 10’ 22.36” W (PDS)

Lat.: 34° 50’ 17.8” N; Long.: 92° 10’ 22.3” W (measured)

Outfall Information to Confirm/Collect

Outfall 001

Effluent Description treated municipal wastewater

Receiving Stream unnamed tributary, thence to Kellogg Creek, thence to Bayou Meto,

thence to the Arkansas River

Monitoring Coordinates Lat.: 34° 50’ 19.9” N; Long.: 92° 10’ 22.4” W

Outfall Coordinates Lat.: 34° 50’ 19.53” N; Long.: 92° 10’ 18.8” W

Treatment Units barscreen, grit chamber, four (4) sequential batch reactors,

post-aeration, and UV disinfection

Any changes requested by

permittee to limits, terms,

etc. for this outfall?

N/A

Proposed Revisions to the Permit:

1. Change of outfall location:

Outfall 002

Receiving Stream unnamed tributary, thence to Kellogg Creek, thence to Bayou Meto,

thence to the Arkansas River (same as Outfall 001)

Monitoring Coordinates Lat.: 34° 50’ 19.9” N; Long.: 92° 10’ 22.4” W (same as Outfall 001)

Outfall Coordinates Lat.: 34° 50’ 26.4” N; Long.: 92° 10’ 17.45” W

2. Removal of monitoring and reporting requirements for TP & N+N-N.

Issues Discussed:

1. Relocation of outfall

All pipe for the new outfall location has been laid. Switching over to the new outfall will

only require minor work to complete. The new outfall location has essentially the same

receiving stream (it discharges to the same unnamed tributary as the old outfall).

The new outfall was not easily accessible at the time of the site visit due to vegetative

growth. Once brought online, outfall accessibility will be maintained.

2. EQ basin and sludge ponds

The EQ basin and both the new and old sludge ponds have the capability to discharge

back to the headworks of the treatment plant.

Picture(s) of the Treatment System:

Photo 1: Wetwell

Photo 2: Force Main Junction (left), Diversion Pipe (center), bar screen (top center),

screenings and grit waste bin (left), grit chamber (behind waste bin)

Photo 3: Chemical feed room

Photo 4: SBR units

Photo 5: South SBR aeration

Photo 6: SBR pump

Photo 7: SBR pump

Photo 8: UV disinfection unit

Photo 9: Sampling station and flow meter

Photo 10: Old sludge pond

Photo 11: EQ basin

Photo 1: New sludge pond with aeration

Photo 13: Outfall 001