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Sample Points

Sample Point Aliases Photo ID's Inflow Outflow Years Monitored Description Audience Edit Delete
MP3 NL0-MP3, 7488-155, 4346-155 N/A 92808 No No

Neal Run approximately 300' downstream of OPC1 Effluent. 

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MP2 NL0-MP2, 4346-156, 7488-156 N/A 92807 No No

Neal Run approximately 650' upstream of OPC1 Effluent as water flows out of culvert pipes. 

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MP3.5 MP3.5 N/A 92812 No No Manage Audience
DD No No 2018-

Small, fresh water seep flowing from the existing diversion ditch. 

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OPC1-MID No No 2020-

OPC1 below OPC2 and existing collection ditch conveying fresh water. 

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NEAL01 REE03 No No

Neal Run at mouth prior to entering Reeds Run.  Misidentified as REE03 in PA DEP BMR assessment conducted in 2001. 

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D2 126263 Yes No

Discharge that surfaces below french drain installed between the old refuse pile and the new oxidation terrace. D2 is the worst discharge in the entire watershed.

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D3 92803 Yes No

Low flow, degraded discharge below the reclaimed coal refuse disposal area within a ditch upgradient of an existing access road at the eastern edge of the project site.

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D4 N/A No No

Sample taken within degraded wetland next to Neal Run.

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D5 N/A No No

Sample taken approximately 50' to the north of NL0-D5. Discharge may mix with unimpacted emanating near sewer line.

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RAW Yes No 2020-

Weir constructed below D2 and D3 discharges.  Be sure to take samples at invert of weir to allow for proper mixing. 

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D6 (pre-treatment) N/A No No

Pre-construction: Small degraded discharge approximately 200' upgradient from culvert beneath McIntyre Road.

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D6 N/A No No

Pre-construction: Small degraded discharge approximately 200' upgradient from culvert beneath McIntyre Road.

Post-construction: Effluent of OPC2.

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D7 (pre-treatment) N/A No No

Pre-construction: AMD about 300’ upgradient of McIntyre Road and NLO-D3. Original discharge location of D2. As refuse was removed from the project area, the discharge was discovered to emanate at the D2 location.

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D7 N/A 99424 No No

Pre-construction: AMD about 300’ upgradient of McIntyre Road and NLO-D3. Original discharge location of D2. As refuse was removed from the project area, the discharge was discovered to emanate at the D2 location.

Post-construction: OPC1 upstream of confluence with OPC2 effluent

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D7A No No 2018-

Sample upstream of D7 taken at pipe entering auto-flushing VFP since check dam diverts flow into AFVFP1.

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OPC1 Effluent 7488-182 No Yes

Effluent of OPC1 prior to entering Neal Run.

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D8 D8 N/A 103583 No No Manage Audience
D9 D9 N/A 103584 No No Manage Audience
AFVFP1 No No 2018-

Effluent of Auto-Flushing Vertical Flow Pond 1. AFVFP1 utilizes Smart Drain, which is scheduled to flush for one hour once a day between 7-8AM EST. The Smart Drain can be modified to adjust the timing and frequency of flushing.

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SP datashed sample point No No

Settling Pond effluent. May not always be flowing since VFP flushes once per day between 10-11AM EDT.

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NL0-D3 (pre-treatment) N/A No No

Discharge at culvert pipe beneath McIntyre Road prior to construction of the PTS.

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NL0-D3 N/A 92804 No No

Discharge at culvert pipe beneath McIntyre Road post-construction of the OPC and VFP. OPC put online 8/2/11 and VFP put online 7/31/18.

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NL0-D4 N/A No No Manage Audience
NL0-D5 N/A No No Manage Audience