Document M4npNpVgboqzprqpqbXnDrvk9
UNITED STATESUNITED STATES ENVIRONMENTAL PROTECTION AGENCY
*REGION 1
ENVIRONMENTAL
AGENCY5 POST OFFICEB OSSTQOUN,A RMAE ,0 21S0U9-I3T9E12
100
PROTECTION
Date:Dated as shown on electronic signature(s)
Subj:Inspection Report
Clean Water Act - National Pollutant Discharge Elimination
System (" NPDES ")
Blackstone Rail Trail Construction
From:Andrew Spejewski, Inspector
ANDREWDigitally signed by ANDREW
SPEJEWSKI
SPEJEWSKIDate: 2024.04.29 15:44:20 -04'00 '
Thru:Sterphanie Tougas, Inspector
To:File
I. Facility Information
A. Facility Name:Blackstone Rail Trail Construction
B. Facility Location:St Paul St. to RI State line
Blackstone, MA 01504
C. Facility Contacts:Kurt Cormier, Northern Construction
1520 Park St
Palmer, MA 01069
781-364-7325
kcormier@northernconstruction.com
D. NPDES ID No (s).: MAR1004HL
II. Background Information
A. Date(s) of inspection: April 4, 2024
B. Weather Conditions: Light rain, possibly heavier rain earlier in the day
C. US EPA Representative(s):
Andrew Spejewski
D. State / Local Representative(s): None
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E. Federally Enforceable Requirements Covered During the Inspection:
EPA general permit for construction stormwater discharge
F. Previous Enforcement Actions: None known
III. Type and Purpose of Inspection
Unannounced evaluation of compliance with the EPA general permit for construction
stormwater discharge
IV. Facility Description
The facility is the construction of a rail trail. The current phase runs from St Paul St.
running east about 1/3 mile to the Blackstone River then south another 150 yards to the
Massachusetts / Rhode Island state line (where it links to an existing trail in Rhode Island).
It includes significant fill / cut / regrading of the old rail line and a new bridge over Farnum
St. The trail is on a high embankment at the bridge, slopes down to the river and is at the
level of the surrounding terrain at the south end of the project. At the time of the
inspection, the work west of the bridge was complete, the new bridge was essentially
complete, with earthmoving underway east of the bridge.
V. Inspection
Mr. Spejewski arrived unannounced at the site around 10:45 AM, and parked at a
construction trailer office at the site entrance just east of the new bridge.
A. Opening Conference
Entering the trailer, Mr. Spejewski found Daniel Boyer, of Mass. Department of
Conservation and Recreation, who was overseeing the project for DCR. Mr. Spejewski
explained the purpose of the inspection; Mr. Boyer explained there was a contractor,
Northern Construction, doing the actual site work, who oversaw erosion controls, but
Sean Dermott, the superintendent for Northern Construction, was not on site at the
moment. Mr. Boyer called Mr. Dermott, who offered to have Nate Kology (a foreman
for Northern Construction) lead a tour. Mr. Spejewski confirmed with Mr. Dermott that
Mr. Cormier (listed on the NOI for the permit) was an appropriate contact for follow - up.
Mr. Kology then arrived. Mr. Spejewski presented his credentials and they left on a
facility tour.
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B. Facility Tour
Mr. Spejewski and Mr. Kology then toured the site. South of the trail embankment, and
west of the south - running portion, is a large staging / stockpile area with various
stockpiles, material and equipment. This area, aside from stockpiles, was very flat with
several large areas of shallow standing water (apparently due to the rain). It appeared to
be slightly below the terrain to the south and west; it did not appear to drain in any
direction. Mr. Kology said only one stockpile nearest the embankment is from the rail
trail; the area is a town site used for DPW work.
Along the north - south section, the site ran along the top of the riverbank. The site was
excavated a couple inches below the existing top of the bank and there was no sign of
flow over the top of the bank. Mulch tubes were in place along the top of the bank,
though they had rotted away in several places.
At the northeast corner of the work, a slight slope led down to the north from the project
and down to the east to the river. A small area drained down a steep slope toward the
river; there was mulch tube in place but it appeared the tube could be easily
overwhelmed.
The north side of the project was a steep slope down to a flat grassed park / athletic field.
The western part of the slope was established woods, the eastern part was being
excavated / graded. There was no sign of concentrated flow or sediment being carried
across the fields.
C. Records Review
No records were reviewed as part of this inspection.
D. Closing Conference
Mr. Spejewski departed at approximately 11:15 AM
Note on timestamps: The camera's clock for this inspection was erroneously set to
Eastern Standard Time, when the inspection took place during Eastern Daylight Time;
therefore all timestamps are one hour earlier than the actual (EDT) time.
Picture List:
IMG 2094.JPGSite plan (south)
IMG 2095.JPGSite plan (north)
IMG 2096.JPGFacing south to end of project (at RI state line)
IMG 2097.JPGFacing north along eastern boundary of site
IMG 2098.JPGDetail of eastern boundary
IMG 2099.JPGFacing north along eastern boundary, about mid point
IMG 2100.JPGNorthern section of eastern boundary
IMG 2101.JPGDetail of eastern boundary, northern section
IMG 2102.JPGDetail along eastern boundary
IMG 2103.JPGNorth end of eastern boundary
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IMG 2104.JPGDetail, drainage at northeast corner
IMG 2105.JPGFacing west along north edge of site
IMG 2106.JPGFacing west to bridge
*
Unless otherwise noted, this report describes conditions at the facility / property as
observed by EPA inspector(s), and / or through records provided to and / or information
reported to EPA inspector(s) by facility representatives and as understood by the
inspector(s). This report may not capture all operations or activities ongoing at the time
of the inspection. This report does not make final determinations on potential areas of
concern. Nothing in this report affects EPA's authorities under federal statutes and
regulations to pursue further investigation or action.
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