NCG140329_COMPLETE FILE - HISTORICAL_20130214

1 ps,4)
STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ o4 1 3 D a) 1
YYYYM M DD
1
r

Parnell, David
From: Pickle, Ken
Sent: Thursday, February 14, 2013 3:31 PM
To: Parnell, David
Cc: Georgoulias, Bethany; Bennett, Bradley; Risgaard, Jon
Subject: FW: Rightmyer
Hi Dave,
I'm not sure how much more time we need to' ni vest in this site, but maybe just a little bit more.
OK, so I have just a few small bothersome issues to think about here. Some are not our responsibility in Surface Water
Protection, but belong to APS.
• We have made the call previously that a sheet flow discharge of stormwater is not a point -source discharge, and
that no regulated discharge exists for the sheet flow of stormwater. So on that count they could be excused
from having a stormwater discharge permit. And, as per the point of their courtesy letter, sampling is not
required.if the stormwater discharge does not exist, or does not exist as a regulated discharge. But, in the
past, we have been reluctant to agree that a sheet flow discharge of wastewater is not a regulated discharge.
Chuck reports that they are rinsing off the trucks in a grassed area, that some of that wastewater infiltrates,
some evaporates, and some is discharged as sheet flow. So, how would we view that portion that is
discharged as sheet flow? I think we need to see the area, to see if the physical evidence directs us to the some
conclusion; that there is sheet flow of a weak wastewater leaving the site and it's not really a regulated
wastewater discharge. Initially, I disagree. But I'd like to go with you, if you decide to go. We may then have a
decision to make on whether or not to be consistent with our previous determinations that wastewaters leaving
the site are regulated wastewater discharges however they leave the site.
If we conclude that the facility has no discharges to surface water (neither sw nor ww), then I'd like to rescind
their permit. Rescinding a permit requires a site visit anyway, to find out if the permittee has accurately reported
the site conditions.
• As far as our APS brothers and sisters charged with administering the 2T rules, maybe someone in Rick Bolich's
group has an idea of whether or not they are interested in this site on two counts:
o The mixing truck washout pit seems like a wastewater recycling system. Is APS interested in permitting,
or otherwise getting involved with this facility? As I understand it, APS can either issue a recycle permit,
or they can agree that the facility meets the 2T requirements for a permitted -by -rule recycle facility. If
you and I visit the site, would one of the RRO APS folks want to go along?
o The rinsing off of the trucks in a grassed area, and the infiltration of that rinse water sounds like land
application of a wastewater. Is APS interested in getting involved with this facility on that basis?
o In previous instances, I think these ready -mix sites have been a pretty low priority for our APS friends
who are just as stressed setting staff priorities as we are, so it wouldn't surprise me if they are not
interested at the present time.
One possible outcome here is that we will agree with them that they no longer need to monitor the stormwater
discharge, BUT that they do need to continue to monitor the wastewater discharge from the truck rinse -off area.
Further, as you know better than I do, our permittees often view their systems optimistically, and it's not uncommon to
have a report that a system never overflows, only to find out upon inspection that the physical evidence suggests that
overflows have taken place.

Dave, I don't think a final response from us is urgent. They have characterized their letter as, 'a courtesy letter'. So,
when you are up that way next and if you want to pursue a final resolution on this site, please invite me to go along to
see what it looks like. In the meantime, I don't think either one of us owes an immediate response to the permittee or
the consultant.
Thanks,
Ken
Ken Pickle
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. oickleOncdenr.gov
Website: http://por-tal.ncdenr.org/web/wa/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulations.**
From: Chuck Hoffman [mailto:[e-mail]]
Sent: Thursday, February 14, 2013 12:59 PM
To: Darin McClure; Pickle, Ken
Cc: Georgoulias, Bethany; Parnell, David; Bennett, Bradley
Subject: RE: Rightmyer
Ken
Our client requested that we submit this letter on their behalf as a courtesy for the state. This was following the
implementation of several engineering controls and subsequent site grading activities which were conducted to
eliminate the presence of a point -source discharge of stormwater/wastewater at the site. The facility does continue to
generate process wastewater, primarily at the truck wash/rinse area, where trucks are washed on a grass surface with
the rinse water either infiltrating the site soils or leaving the site as evaporation and/or sheetflow. Mixing drums are
washed in a separate area with the wastewater emptied into a two -stage settling pit, which is well maintained by the
facility (i.e. settling pit is provided with a cinderblock containment wall, the system is closely monitored by facility
personnel and solids are periodically removed, stockpiled and hauled off -site). In addition, the settling pit does not
accept stormwater and does not overflow.
Based on our interpretation of the General Permit, it appears they should no longer have to fulfill any monitoring
requirements due to the absence of a point -source discharge at the site. The facility has a Stormwater Pollution
Prevention Plan in place, implements various BMPs and would like to continue to maintain coverage under the General
Permit.
Please let us know if you have any questions or need additional information, thank you.
Charles B. Hoffman
Staff Geologist
MID -ATLANTIC ASSOCIATES, INC.
409 Rogers View Court
Raleigh, NC 27610
919-250-9918
919-250-9950(Facsimile)

843-908-3889 (Mobile)
www.MAAonline.com
From: Darin McClure
Sent: Thursday, February 14, 2013 9:25 AM
To: Chuck Hoffman
Subject: Fwd: Rightmyer
Begin forwarded message:
From:
To: "Darin McClure" <dmcclure a,maaonline.com>
Cc: "Georgoulias, Bethany" <>, "Parnell, David" <>, "Bennett, Bradley" <>
Subject: FW: Rightmyer
Hi Darin,
RE: Rightmyer, Garysburg
Thanks for returning my contact, I appreciate it.
The attached letter made its way over to the Raleigh Regional Office, and they're asking me
about it.
Can you fill me in on your client's intent, and the site circumstances here?
Is your client asking us to rescind the permit based on there being no point -source
discharge of stormwater?
Is this just a courtesy letter for our files?
Would you want us to conduct a site visit to be sure that we agree that there is no point -
source discharge of stormwater?
Is this a `dormant site', where they want to keep the permit, but are seeking our
authorization to suspend sampling?
Do wastewater discharges remain?
Best Regards,
Ken
Ken Pickle
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
3

Fax: [phone]
Email: [e-mail]<mailto:iennifer.iones cr,ncmail.ne>
Website: http://portal.nedenr.org/web/wq/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public
Records Law and may be disclosed to third parties unless the content is exempt by statute or
other regulations.**
From: Parnell, David
Sent: Wednesday, February 13, 2013 4:28 PM
To: Pickle, Ken
Subject: RE: Rightmyer
Thanks for the consult earlier. 1 made some notes on the letter, but attached is the original.
Dave
From: Pickle, Ken
Sent: Wednesday, February 13, 2013 3:49 1'M
To: Parnell, David
Subject: FW: Rightmyer
Dave,
Can you fax/scan that letter over to me?
Fax: [phone]
email: ken. pickleQncdenr.aov<maiIto: ken. pickle(a�ncdenr.aov> (of course)
ken
Ken Pickle
Environmental Engineer
NCDENR I DWQ I Stormwater Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. Pickle a ncdenr.yov<mailto:iennifer.jonesna ncmail.net>
Website: http://portal.ncdenr.ory/web/wq/ws/su
** Email correspondence to and from this address is subject to the North Carolina Public
Records Law and may be disclosed to third parties unless the content is exempt by statute or
other regulations.**
From: Darin McClure [maiIto: dmeclureamaaonline.com]
Sent: Wednesday, February 13, 2013 3:46 PM
To: Pickle, Ken

Subject: Rightmyer
Hey Ken, got your message. We have done some stormwater work for several of Rightmyer's
facilities. Let me know once you get a hold of that correspondence and if we can help further.
Darin
Darin McClure, P.E., RSM
President, Principal Engineer
MID -ATLANTIC ASSOCIATES, INC.
409 Rogers View Court
Raleigh, NC 27610
919-250-9918
919-250-9950 (Facsimile)
919-272-7913 (Mobile)
www.MAAonline.com<http://wwu,.MAAont ine.com>
Confidentiality Notice: The information contained in this e-mail is intended only for the
individual or entity to whom it is addressed.Its contents (including any attachments) may contain
confidential and/or privileged information. If you are not an intended recipient you must not use,
disclose, disseminate, copy or print its contents. If you receive this e-mail in error, please notify
the sender by reply e-mail and delete and destroy the message.

Parnell, David
From: Parnell, David
Sent: Friday, November 30, 2012 12:29 PM
To: Georgoulias, Bethany
Subject: FW: Righmyer Gaston Facility
Attachments: 01-235801-02 (2).pdf; RMR Plant No. 2 SPPP.doc; IMG00238-20120525-1536.jpg;
IMG00239-20120525-1537.jpg;3-10-11 051.jpg;3-10-11 053Jpg
Hi Bethany,
Do you know of this facility and their request to stop their qualitative and analytical sampling. They contend
that the entire site is now sheet flow. I have visited the very large site and am not convinced that they have
achieved sheetflow for the entire site. I have not visited during a representative rainfall event, however. Chuck
mentioned he had spoken with you concerning this. Can you offer any background?
Dave
From: Chuck Hoffman [mailto:[e-mail]]
Sent: Wednesday, November 07, 2012 11:31 AM.
To: Parnell, David
Subject: Righmyer Gaston Facility
David
Please find attached the information we discussed regarding the Rightmyer Machine Rentals facility in Gaston, NC. The
facility no longer exhibits a point -source discharge. I have also attached a few pictures to show the grading activities and
drain line capping/removal activities.
The facility layout is shown on the attached site map, with the operations discussed in the SPPP. Let me know if you
have any questions, thank you
Chuck
Charles B. Hoffman
Staff Geologist
MID -ATLANTIC ASSOCIATES, INC.
409 Rogers View Court
Raleigh, NC 27610
919-250-9918
919-250-9950(Facsimile)
843-908-3889 (Mobile)
www.MAAonline.com
67
4"J

Parnell, David
From: Chuck Hoffman [[e-mail]]
Sent: Wednesday, November 07, 2012 11:31 AM
To: Parnell, David
Subject: Righmyer Gaston Facility
Attachments: 01-235801-02 (2).pdf, RMR Plant No. 2 SPPP.doc; IMG00238-20120525-1536.jpg;
IMG00239-20120525-1537.jpg; 3-10-11 051 Jpg; 3-10-11 053.jpg
David
Please find attached the information we discussed regarding the Rightmyer Machine Rentals facility in Gaston, NC. The
facility no longer exhibits a point -source discharge. I have also attached a few pictures to show the grading activities and
drain line capping/removal activities.
The facility layout is shown on the attached site map, with the operations discussed in the SPPP. Let me know if you
have any questions, thank you
Chuck
Charles B. Hoffman
Staff Geologist
MID -ATLANTIC ASSOCIATES, INC.
409 Rogers View Court
Raleigh, NC 27610
919-250-9918
919-250-9950(Facsimile)
843-908-3889 (Mobile)
www.MAAonline.com

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MID -ATLANTIC (�
ASSOCIATES, INC. I ZIOZ 6Z 9fid
Engineering & Environmental Solutions
409 Rogers View Court/ Raleigh / North Carolina 127610
800-486-7568 / 919-250-9918 / 919-250-9950 Facsimile
www.MAAonline.com - ------ -- l
NC&N 0330 R R o
August 13, 2012
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Stormwater and General Permits Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Gko -P' 0tan
z- ' /,i A/-\ G n L 1 nC e
Subject: NOTIFICATION OF CHANGE IN OUTFALLS
RIGHTMYER MACHINE RENTALS, INC.
1783 LEBANON CHURCH ROAD
GARYSBURG, NORTH CAROLINA
MID -ATLANTIC ASSOCIATES JOB NO. 00OR2358.02
xFh0�c5 Lvl)7
LG Qh r\ S
1
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To Whom it May Concern:
On behalf of Rightmyer Machine Rentals, Inc., Mid -Atlantic Associates, Inc. (Mid -Atlantic) submits
this notification of change in outfalls for the above -referenced site. The site operates as a ready -
mixed concrete and asphalt batching facility and is covered under North Carolina's General Permit
NCG140000. The site previously consisted of three stormwater discharge outfall (SDO) locations,
which were subject to semi-annual qualitative and quantitative monitoring requirements, as outlined
in the facility's general permit. In May 2012, grading activities were initiated at the site in order to
eliminate the presence of these point -source discharges.
The site has been graded such that stormwater now leaves the property as sheet flow. In
addition to the site grading activities, the engineering controls implemented to achieve these
conditions included the decommissioning and capping of an oil -water separator system, capping
and rerouting of several underground drainage pipes, and installation of a sump pump in the
vicinity of the asphalt mixing plant. The grading activities and engineering controls implemented
at the site have resulted in elimination of the aforementioned point -source discharges and SDO
locations. Therefore, qualitative and quantitative monitoring will n 'longer be conducted at the
facility. If you have any questions, please feel free to contact me at6l9-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC. @/;Z, -
c�
AUG d 5 2012
Charles B. Hoffman Lweuanda
NR - WA7zi4 .
Staff Geologist a s,,.._ OUAII

OF W A TF9
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r
o �
August 6, 2008
Mr. John M. Rightmyer, President
Rightmyer Machine Rentals, Inc.
497 NC Highway 48
Roanoke Rapids, NC 27870
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleco H. Sullins, Director
Division of Water Quality
Subject: Compliance Evaluation Inspection
Rightmyer Machine Rentals, Inc.
NPDES Stormwater Permit NCG 140329
Halifax County
Dear Mr. Rightmyer:
I conducted the stormwater compliance evaluation inspection on July 08, 2008. Mr. Walt Gibbs' cooperation and
assistance with this inspection was appreciated. Please find attached with this letter the Basin Wide Information
Management System (BIMS) checklist. Below is a list of findings and recommendations developed from the
inspection.
1. The current permit was reissued 08/01/2004 and expires 07/31/2009. Please request permit renewal no later than
180 days prior to permit expiration to avoid enforcement action being taken.
2. According to the site plan provided with Stormwater Pollution Prevention Plan, the facility is divided into five
distinct drainage areas. Each drainage area discharges into a roadside ditch in front of the property along NC
Highway 48. Stormwater Discharge Outfall (SDO) #1 receives flow mainly from the concrete loading area that
includes washings from rollers. SDO #2 receives flow from the runoff from irrigation and stormwater runoff of
the aggregate piles. SDO #3 receives flow from the gravel parking lot between the metal building and the
masonry building. There are four -drop stormwater inlets that flow into the buried 24-inch reinforced concrete
pipe. SDO #4 receives flow from an oil water separator and the gravel lot on the north side. Stormwater flow
into four -drop stormwater inlets that flow into a buried 24-in RIC pipe. SDO#5 receives flow from the parking
and storage yard. This SDO also receives flow from a private paved drive. It appears that the majority of the
flow is from the paved drive.
SDO # 2, 3, 4, and 5 may qualify for Representative Outfall Status (ROS). ROS allows the analytical
monitoring at one outfall to be considered as representative of other outfalls. ROS does not change the
monitoring frequency required; nor does it change the required monitoring parameters; nor does it reduce the
qualitative monitoring required at all outfalls. SDO #1 could qualify for ROS if data indicates that there is no
need for pH correction when flow reaches the discharge point at the roadside ditch. You may write this office
and request consideration for ROS. Please include in your request a diagram of your facility with all SDO listed,
qualitative and analytical data that substantiates the discharge from all considered Please include data from at
least eight (8) to ten (10) sample events. Fewer sample events may be considered if other evidence supports
ROS request. SDO's are similar. Please indicate in your request which representative outfall in the sub -drainage
area has the most stormwater pollution, or the potential for the most pollution or exposure (i.e., the "worst" sub -
drainage area?).
4. At the time of inspection, there was a small amount of discharge at SDO #1. The effluent was clear with no
evidence of sediment runoff. There was no discharge at SDO #2. A small amount of sand had flowed to the
edge of the road drainage ditch. There was a small amount of discharge at SDO #3. Staining of the soil was very
prominent, most likely from iron bacteria. There was no discharge from SDO #4 and SDO #5.
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Inlemet: www.ncwat�u_litv.org 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone].623.6748
An Equal Opportunity/Affirmative Action Employer— 50%Recycledll0% Post Consumer Paper No°`hCaro na
Mo hC=in

Rightmyer Machine Rentals, Inc.
Page 2
5. The Stormwater Pollution Prevention Plan (SPPP) was reviewed. The SPPP is well written and meet all
requirements and contained all necessary components. The plan. is reviewed annually. All Chain of Custodies
sheets were properly filled out.
I would like to thank Walt Gibbs for his time and assistance with this inspection. If you have any questions about
this letter or the inspection, please call me at 919.791.4261.
Sincerely,
MIIZ�) ez-L�
Mitch Hayes
Environmental Specialist
Cc: Central Files
Stormwater Permitting Unit
RRO files

4
Permit: NCG140329
SOC:
County: Halifax
Region: Raleigh
Compliance Inspection Report
Effective: 08/01/04 Expiration: 07/31/09 Owner: Rightmyer Machine Rentals Inc
Effective: Expiration: Facility: Rightmyer Machine Rentals Inc - Roanoke
Rapids
497 Hwy 48
Contact Person: Walt Gibbs Title:
Directions to Facility:
System Classifications:
Primary ORC:
Secondary ORC(s):
On -Site Representative(s):
24 hour contact name John M Rightmyer
On -site representative Wait Gibbs
Related Permits:
Roanoke Rapids NC 27870
Phone:[phone]
Certification: Phone:
Phone: [phone]
Phone: [phone]
Inspection Date: 07111/2008
Entry Time: 12:10 PM
0 1: 15 PM
1� / •7 �/,
Primary Inspector: Mitchell S Hayes
/ fA
-,Time:
-//-Exit
' I "j `7
`i�/
PPhhone%91C9--79911--44200
Secondary Inspector(s):
cat
Reason for Inspection: Routine Inspection Type: Stormwater
Permit Inspection Type: Ready Mix Concrete Stormwater/Wastewater Discharge
COC
Facility Status: ■ Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page: 1

Permit: NCG140329 Owner = Facility: Rightmyer Machine Rentals Inc
Inspection Date: 07/11/2008 Inspection Type: Stormwater Reason for Visit: Routine
Inspection Summary:
According to the site plan provided with Stormwater Pollution Prevention Plan, the facility is divided into five distinct
drainage areas. Each drainage area discharges into a roadside ditch in front of the property along NC Highway 48.
Stormwater Discharge Outfall (SDO) #1 receives flow mainly from the concrete loading area that includes washings from
rollers. SOO #2,receives flow from the runoff from irrigation and stormwater runoff of the aggregate piles. SOO #3
receives flow from the gravel parking lot between the metal building and the masonry building. There are four -drop
stormwater inlets that flow into the buried 24-inch reinforced concrete pipe. SOO #4 receives flow from an oil water
separator and the gravel lot on the north side. Stormwater flow into four -drop stormwater inlets that flow into a buried
24-in RIC pipe. SDO#5 receives flow from the parking and storage yard. This SDO also receives flow from a private
paved drive. It appears that the majority of the flow is from the paved drive.
At the time of inspection, there was a small amount of discharge at SOO #1. The effluent was clear with no evidence of
sediment runoff. There was no discharge at SOO #2. A small amount of sand had flowed to the edge of the road drainage
ditch. There was a small amount of discharge at SOO #3. Staining of the soil was very prominent, most likely from iron
bacteria. There was no discharge from SOO #4 and SDO #5.
Holding basin is present at the concrete loading area. The basin is approximately two feet deep. Wash water from the
rollers is not pH adjusted and is allowed to drain on the ground approximately 75 feet until it flows via buried 15" RCP to
SDO #1. Excess concrete in trucks is poured into blocks.
Page: 2

If
Permit: NCG140329 Owner - Facility: Rightmyer Machine Rentals Inc
Inspection Date: 07/11/2008 - Inspection Type: Stormwater
Reason for Visit: Routine
Stormwater Pollution Prevention Plan
Yes
No
NA
NE
Does the site have a Stormwater Pollution Prevention Plan?
■
❑
❑
❑
# Does the Plan include a General Location (USGS) map?
■
❑
❑
❑
# Does the Plan include a "Narrative Description of Practices"?
■
❑
❑
❑
# Does the Plan include a detailed site map including outfall locations and drainage areas?
■
❑
❑
❑
# Does the Plan include a list of significant spills occurring during the past 3 years?
❑
❑
■
❑
# Has the facility evaluated feasible alternatives to current practices?
■
❑
❑
❑
# Does the facility provide all necessary secondary containment?
■
❑
❑
❑
# Does the Plan include a BMP summary?
■
❑
❑
❑
# Does the Plan include a Spill Prevention and Response Plan (SPRP)?
■
❑
❑
❑
# Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
■
❑
❑
❑
# Does the facility provide and document Employee Training?
■
❑
❑
❑
# Does the Plan include a list of Responsible Party(s)?
■
❑
❑
❑
# Is the Plan reviewed and updated annually?
■
❑
❑
❑
# Does the Plan include a Stormwater Facility Inspection Program?
■
❑
❑
❑
Has the Stormwater Pollution Prevention Plan been implemented?
■
❑
❑
❑
Comment: Employee training occurred 10/26/2007. Annual review of the SPPP
occurred 07/11/2008.
Qualitative Monitoring
Yes
No
NA
NE
Has the facility conducted its Qualitative Monitoring semi-annually?
■
❑
❑
❑
Comment: Monitoring occurred 10/25/2007 and 07/11/2008.
Analytical Monitoring
Yes
No
NA
NE
Has the facility conducted its Analytical monitoring?
■
❑
❑
❑
# Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas?
■
❑
❑
❑
Comment: Monitoring occurred 10/25/2007 and 07/11/2008.
Permit and Outfalls
Yes
No
NA
NE
# Is a copy of the Permit and the Certificate of Coverage available at the site?
■
❑
❑
❑
# Were all outfalls observed during the inspection?
■
❑
❑
Cl
# If the facility has representative outfall status, is it properly documented by the Division?
❑
❑
■
❑
# Has the facility evaluated all illicit (non stormwater) discharges?
■
❑
❑
❑
Comment: Site may qualify for ROS
Page:3

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
November 17, 2006
Mr. John M. Rightmyer, President
Rightmyer Machine Rentals, Inc.
497 Hwy 48
Roanoke Rapids, NC 27870
Subject:: Stormwater Compliance Evaluation Inspection
Rightmyer Machine Rentals, Inc.
Stormwater Permit No. NCG 140329 (Roanoke Rapids)
S tormwater-P- errhit:No-NCG.14033 0: (Gaston)
Hwy 48, Roanoke Rapids, NC
Halifax County
Dear Mr. Rightmyer:
On November 14, 2006 Myrl Nisely of the Raleigh Regional Office of Division of Water Quality carried out
inspections of the stormwater programs for the Roanoke Rapids facility and the Asphalt/Concrete plant in Gaston.
See the attached checklists.
Both programs had excellent documentation in annually updated manuals. The plans have been implemented.
Both were compliant. The drum washout pit in Roanoke Rapids is virtually full, so needs to be cleaned out again to
assure no overflow occurs.
If you have further questions or comments, please contact me at 919-7914255.
Sincerely,
10.
Myrl A. Nisely
Environmental Chemist
cc: RRO/SWP Files
Central Files
��A
Raleigh Regional Office1628 Mail Service Center p hone 919 571-4700 NCIIE�Yi{
9
Water Quality Section Ralei h, NC 27699-1628 ( ) Customer Service
facsimile [phone] 1-600-623-7748

Questions for Genera"I�P`ermit Infspections
Date: 11/14/2006 Permit No. NCG140330 Facility: Rightmyer Ready Mix, Gaston
Time In: 1:45PM Departure Time: 2:20 PM Inspector(s): My'rl Nisely
YES
NO
NA
NE
1.
Is a copy of the Permit and the Certificate of Coverage available at the site?
®
❑
❑
❑
2.
Does the Plan include a General Location (USGS) map?
®
❑
❑
❑
3.
Does the Plan include a "Narrative Description of Practices"?
®
❑
❑
❑
4.
Does the Plan include a detailed site map including outfall locations?
®
❑
❑
❑
5.
Does the Plan include a list of significant spills in the past 3 years?
®
❑
❑
❑
6.
Has the facility evaluated all illicit (non stormwater) discharges to the storm sewer system? ®
❑
❑
❑
7.
Has the facility evaluated feasible alternatives to current practices?
®
❑
❑
❑
8.
Does the facility provide all necessary secondary containment?
®
❑
❑
❑
9.
Does the Plan include a BMP summary?
®
❑
❑
❑
10.
Does the Plan include a Spill Prevention and Response Plan (SPRP)?
®
❑
❑
❑
11.
Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
®
❑
❑
❑
12.
Does the facility provide and document Employee Training?
®
❑
❑
❑
13.
Does the Plan include a list of Responsible Party(s)?
®
❑
❑
❑
14.
Is the Plan reviewed and/or updated annually?
®
❑
❑
❑
15.
Does the Plan include a Stormwater Facility Inspection Program?
®
❑
❑
❑
16.
Has the Plan been implemented?
®
❑
❑
❑
17.
Has the facility conducted its Qualitative Monitoring semi-annually?
®
❑
❑
❑
18.
Has the facility conducted its Quantitative (Analytical) monitoring?
®
❑
❑
❑
19.
Does the facility have Vehicle Maintenance activities on site (uses more than
55 gallons of new motor oil per month)?
®
®
❑
❑
19a.
Has the facility conducted its Annual Quantitative (Analytical) monitoring at outfalls
receiving runoff from Vehicle Maintenance areas?
®
❑
®
❑
20.
Were all outfalls observed during the inspection?
®
❑
❑
❑
21. If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ® ❑
Comments:
Recommendations:
Requirements:

United States Environmental Protection Agency
Form Approved,
EPA Washington, D C 20460
OMB No. 204MO57
Water Compliance Inspection Report
Approval expires B-31-98
Section A: National Data System Coding (i.e., PCS)
Transaction Code NPDES yr/mo/day Inspection Type Inspector Fac Type
1 2 15I 3I NCG140330 111 12I OFi/11/14 117 181 rl 191 cl 201 I
u U LJ LJ LJ
Remarks
2111111111111111111111111111111111111111111111111
Inspection Work Days Facility Self -Monitoring Evaluation Rating 61 CIA ------------- Reserved-----------
67I I69 70LJ 1 I 711 liI 72 N 731 I 174 75I I I I I I I 180
LLJ
Section B:FacilityData
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date
Permit Effective Date
POTW name and NPDES permit Number)
01:45 PM 06/11/14
04/08/01
Rieh tmyer Machine Rentals Inc - Gas Con
Exit Time/Date
Permit Expiration Date
Hwy 46 .sr 1200
Gaston 14C 27832
02:20 PM 06/11/14
09/07/31
Names) of Onsite Representative(s)lritles(s)/Phone and Fax Number(s)
Other Facility Data
Name, Address of Responsible Official/title/Phone and Fax Number
Walt', ribbs,497 Hwy 48 Roanoke Rapids NC 27670//252-537-3223/2525 740C4'1ed
NO
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Storm Water
Section D: Summary of Findin Comments Attach additional sheets of narrative and checklists as necessary)
(See attachment summary)
Names) and Signatures) of Inspector(s) Agency/Office/Phone and Fax Numbers Date
Myrl Nisely RRO WQ//919-791-4200/
�y a Y"� 1►/r7/oL
Signature of Management O A Reviewer Agency/Office/Phone and Fax Numbers Date
EPA Form 3560-3 (Rev 9-94) Previous editions are obsolete.
Page # 1

Questions for General Permit Inspections
Date: 11/14/2006 Permit No. NCG140329 Facility: Rightmyer Ready Mix, RRap
Time In: 12:50PM Departure Time: 1:45 PM Inspector(s): Myrl Nisely
YES
NO
NA
NE
1.
Is a copy of the Permit and the Certificate of Coverage available at the site?
®
❑
❑
❑
2.
Does the Plan include a General Location (USGS) map?
®
❑
❑
❑
3.
Does the Plan include a "Narrative Description of Practices"?
®
❑
❑
❑
4.
Does the Plan include a detailed site map including outfall locations?
®
❑
❑
❑
5.
Does the Plan include a list of significant spills in the past 3 years?
®
❑
❑
❑
6.
Has the facility evaluated all illicit (non stormwater) discharges to the storm sewer system? ®
❑
❑
❑
7.
Has the facility evaluated feasible alternatives to current practices?
®
❑
❑
❑
8.
Does the facility provide all necessary secondary containment?
®
❑
❑
❑
9.
Does the Plan include a BMP summary?
®
❑
❑
❑
10.
Does the Plan include a Spill Prevention and Response Plan (SPRP)?
®
❑
❑
❑
11.
Does the Plan include a Preventative Maintenance and Good Housekeeping Plan?
®
❑
❑
❑
12.
Does the facility provide and document Employee Training?
®
❑
❑
❑
13.
Does the Plan include a list of Responsible Party(s)?
®
❑
❑
❑
14.
Is the Plan reviewed and/or updated annually?
®
❑
❑
❑
15.
Does the Plan include a Stormwater Facility Inspection Program?
®
❑
❑
❑
16.
Has the Plan been implemented?
®
❑
❑
❑
17.
Has the facility conducted its Qualitative Monitoring semi-annually?
®
❑
❑
❑
18.
Has the facility conducted its Quantitative (Analytical) monitoring?
®
❑
❑
❑
19.
Does the facility have Vehicle Maintenance activities on site (uses more than
55 gallons of new motor oil per month)?
®
❑
❑
❑
19a.
Has the facility conducted its Annual Quantitative (Analytical) monitoring at outfalls
receiving runoff from Vehicle Maintenance areas?
®
❑
❑
❑
20.
Were all outfalls observed during the inspection?
®
❑
❑
❑
21.
If the facility has representative outfall status, is it properly documented by the Division?
❑
❑
®
❑
Comments: Able to extend use of drum washout pit by cleaning out periodically. Needs to
be done soon
to
assure
necessary freeboard.
Recommendations: Replace or rehab the "curb buddy" for outfall #2
Requirements: Maintain BMPs as necessary to meet TSS limits

Y
r
December 2, 2004
CERTIFIED MAIL 7002 0860 0006 5835 7694
RETURN RECEIPT REQUESTED
Mr. John M. Rightmyer, President
Rightmyer Machine Rentals, Inc.
497 Highway 48
Roanoke Rapids, NC 27870
Subject: Final Notice of Civil Penalty Assessment
Rightmyer Machine Rentals, Inc.
NPDES General Permit NCG140329
DWQ Enforcement Case OP-2003-0002
Halifax County
Dear Mr. Rightmyer:
Michael 17. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
Division of Water Quality
DEC - 6 2004
t);1 PJR i
On March 21, 2003, the Division of Water Quality assessed a civil penalty in the amount of $4,259.22,
including $259.22 in enforcement costs, against Rightmyer Machine Rentals, Inc. in violations of G.S.
143-215.1 and the subject permit. In a letter dated April 8, 2003, you requested remission of the assessed
civil penalty and your request was reviewed by the Environmental Management Commission (EMC). On
October 22, 2003, the subject facility received the Final Decision of the EMC, which stated the
Committee on Civil Penalty Remissions found grounds to remit the civil penalty to a final penalty in the
amount of $2,259.22. In addition, your company was notified that if payment of the penalty was not
received by the Department of Environment and Natural Resources within thirty days of your receipt of
the final decision document, then the Department would seek collection of the unpaid penalty through a
civil action commenced in the Superior Court. As of the date of this letter, the Department has not
received payment in the amount of $2,259.22 for the subject enforcement case.
This letter serves final notice that the Division of Water Quality will proceed to refer your case to the
North Carolina Attorney General's Office for collection through the courts unless payment in the amount
of $2,259.22 is received by December 23, 2004.
Should you have any questions, please contact me at 919/733-5083, extension 532.
Sincerely,
�K44m " q A(OL "1
Vanessa E. Manuel
Eastern NPDES Program
Cc: Raleigh.Rcgion'WQ Supervisoro
Enforcement —File OP=2003-0002
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617
Intemet h2o.enr.slate.nc.us 512 N. Salisbury St. Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
NorirthCarolina
,Nakrra//Y
Phone [phone] Customer Service
FAX [phone]

i
RNIR
RIGHTMYER MACHINE RENTALS, INC.
497 Hwy. 48
Roanoke Rapids, N.C. 27870
PH. 252-537-3223 FAX [phone]
N.C. Lic. 5323 VA. Lic.2705-033619A
June 21, 2004
Mr. Ken Schuster, PE
Regional Water Quality Supervisor
Division of Water Quality
North Carolina Department of Environment and Natural Resources
1628 Mail Service Center
' 1
o
i
N
i
r Z r
E� i•sj
Raleigh, NC 27699-1628 VIA US MAIL CERTIFIED
Subject: Notice of Violation - NOV-2004-PC-0055
Stormwater Compliance Evaluation Inspection
Stormwater General Permit No. NCG140329
Halifax County
Dear Mr. Schuster:
This letter'is in�responserto'your notification letter•dated May 2004, and is within the 30 day response
period as requested.
Two areas of concern identified as a result of this inspection are an elevated pH level at one outfall as well as
elevated TSS levels. Mr. Jerry Rimmer of your office conducted the inspection on May 18, 2004.
The first area of concern is the slightly higher pH value. The -following areas will be'addressed'
• Housekeeping will be improved by recovering materials dropped during the loading process as
needed during the work day. A reduction of material which could possibly alter -the stormwater pH
will be eliminated as a result of this change.
• A "Gutter Buoy" will be located at the edge of the loading area to catch material before it leaves the
loading area.
• A small detention basin with a filtered outlet will be constructed next to the loading area to catch any
material leaving and assist with any settling that should be necessary.
• The outlet swale will be reconfigured to promote aeration of runoff.-
• Silt fence barrier in swale before outlet to provide additional filtration.
i Continue monitoring runoff and adjust measures as needed.

2jif' 1
N

The second area of concern is the level of Total Suspended Solids. The following areas will be addressed:
• Housekeeping shall be improved by maintaining lower sediment levels around inlets than in the past to
insure optimum filtration performance at all storm outfalls.
• At this time we have all yard inlets protected with normally prescribed methods of protection and will
add silt fence material as an added level of filtration.
• Protection provided around drop inlets in asphalt parking areas, i.e. "Gutter Buoys", shall be installed
as necessary to control contaminates from entering outfall system.
• Stormwater runoff shall be monitored and protection measures adjusted as needed.
We would appreciate your departments input with regard to methods in resolving this situation. The extensive
experience of your staff could provide important insight in the prompt resolution of this matter and to the
satisfaction of all parties.
Thank you in advance for your help and consideration in this matter. If you have questions in this matter or I
may be of further service please call me at 252-537-3223.
Thank You.
Respectfully,
RRiigghhtt/my�er M chine emals, Inc.
Walt Gibbs
Facility Manager

WATF9
Mr. John M. Rightmeyer
Rightmeyer Machine Rentals, Inc.
497 Hwy. 48
Roanoke Rapids, NC 27870
Dear Mr. Gibbs:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
May 27, 2004
Subject: Notice Of Violation — NOV-2004-PC-0055
Stormwater Compliance Evaluation Inspection
Rightmeyer Machine Rentals, Inc.
Stormwater General Permit No. NCG140329
Halifax County
On May 18, 2004 Jerry Rimmer of the Raleigh Regional Office —DWQ conducted a stormwater
compliance evaluation inspection of the Rightmeyer Machine Rental Concrete facility Permit #
NCG 140329. A copy of the inspection checklist is attached. The assistance Mr. Walt Gibbs
provided during the inspection was greatly appreciated. His knowledge of the stormwater
program demonstrated the commitment that your company has made to this permit program.
Findings listed on the checklist are as follows:
1. The permit, coverage certificate, SPPP documentation, site plan, site chemical
inventory records and procedures were compliant.
2. The material storage piles were well managed.
3. The admix and fuel tanks are contained with sealed outlet and maintained properly.
4. The stormwater discharge system is maintained and all discharges are accessible. Silt
accumulation in the ditch at discharge 93 indicates excessive solids in the discharge.
5. Discussions with you regarding the analytical program and training indicate that you
are sampling and training per permit. The sample points are acceptable. Analytical
records (Qualitative and Quantitative) are maintained at the site for review.
6. Copies of training plan and records are maintained at the site as well.
7. Annual updates need to be continued to be made to the SW plan. A copy of the
process/stormwater review is in plan.
8. A coverage renewal request has been submitted as this permit expires July 31, 2004.
General Stormwater Permit NCG140036-limitations violations:
9. Several observed analytical values recorded and reported for pH are >9.0.
These are above the limit specified in the permit Part II(C) (2). These results
indicate non-compliance with the permit that requires pH to be maintained
between 6 and 9.
10. In addition, the analyses for Total Suspended Solids (TSS) reported for your
2003 sampling event ranged from 53mg/I to 570mg/l, these are in excess of the
permit limit of 30mg/1 in Part II(C)(2).
Raleigh Regional Office 1628 Mail Service Center
Water Quality Section Raleigh, NC 27699-1628
s*n
NCDENR
NorthCarolina
Naturally
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748

Page 2
Mr. Ricky Holloman
May 14, 2004
Your continued attention to the stormwater protection program is appreciated. Although the
stormwater program appears well organized and is being managed in a timely manner, the
elevated pH and TSS values indicated in the discharge analyses must be controlled within
the required permit limits.
Please submit a written response to items 9 & 10 of this notification within 30 days of
receipt. Rightmeyer Machine, Inc. must develop a plan to reduce pH and TSS in the
discharge from this site to within limits and inform this office of actions planned to meet
this and all permit limits.
If you have any questions concerning this notification, please contact Jerry Rimmer of my staff
at [phone] extension 273.
Sincerely,
4�
Ken Schuster, PE
Regional Water Quality Supervisor
W/Attachment: Inspection checklist
cc: NPDES Compliance Unit
Central Files

Readymix Concrete Stormwater Inspection Checklist
Type of Visit HCompliance Inspection/Program Audit QTech Assistance or Recon
Location Riglitmeyer Machine Rentals ,lnc Concrete.Facility
Facility Number NCG14j0329Date05/18/2004 T Time 1n 3:20PM Time Out 4:OOPM
People Interviewed, and Titles: Walt Gibbs, Plant Mgr.
SPPP Documentation (Site Plan Part 11 (A)(1)
1. Copy of Certificate of Coverage ®Yes pNo Copy of Permit NYes �ONo Requested but not required
2. General Location (USGS) Map shows plant ®Yes ONo, lines of discharge
Part II(A)(1)(a)
to water of State ®Yes mpvo, Stream labeled OYes SNo, Latitude and longitude ®Yes ONo
Comments: Discharge is via 5 stormwater pipes to ditch along Hwy 48 (DOT)
3. Narrative Description of Practices ®Yes pNo c.�';ma:
Part II(A)(1)(b)
4. Site map ®Yes pNo Shows flows & areas served with arrows and
Part II(A)(1)(c)
% impervious surface ®Yes pNo, buildings ®Yes p+No, process areas ®Yes pNo,
disposal areas OYes gNo, drainage structures ®Yes ❑No, existing BMPs such as secondary
containment
®Yes pNo, list of potential pollutants ®Yes dNo
Comments:' J• _''
5. List of significant spills in last 3 years or certif. if none ®Yes ONo None
Part II(A)(1)(d)
RRO called? pYes pNo X NA
_
6. SW outfalls have been evaluated for process water SYes pNo
Part II(A)(1)(e)
7. Feasibility of Chang ing Practices ®Yes pNo , � `z
Part II(A)(2)(a)
8. Secondary Containment ®Yes ONo f Schedule needed? OYes ONo
Part II(A)(2)(b)
Records of Draining Containment, Observations Made ®Yes pNo All fuel & Admix tanks are
contained with outlet valve handles removed.
9. BMP Summary ®Yes pNo i ,
Part II(A)(2)(c)
10. SPRP Plan ®Yes ONo, Responsible personnel still employed here? ®Yes pNo ;'±Part
II(A)(3)
]I. PM and Housekeeping Plan ®Yes pNo$` i Record of Inspections? SYes pNo
Part II(A)(4)
12. Employee training ®Yes pNo —for eve rybody®Yes pNo,t, .r,(
Part [I(A)(5)
13. Responsible parties, chain of command page ®Yes
Part II(A)(6)
14. Plan updated/reviewed annually ®Yes pNo .i ;,d
Part II(A)(7)
15. Stormwater Facility Inspection Program SYes pNo
Part II(A)(8)
16. This Plan Has Been Implemented (documents in manual,
Part II(A)(9)
employees show awareness) ®Yes pNo Comments:t ,<
Sampling and Analytical Data Part II(C)
All Stormwater and Process Water is Recycled 0IC(3)) ®Yes pNo
Rain Gauge on site (not required) ®Yes pNo
Record of an overflow []Yes ®No Details'jP{ rr
If not all recycled, what is allowed to discharge? Vehicle Cleaning (IIC2) 0 Recycle overflow (IIC3
above) Q Wetting of Aggregate (QC4)Z Mixing drum cleanout (IIC5) Q Vehicle Maintenance Z
Note: this checklist does not take the place of your permit. You are fully responsible for
following the permit.

For the topics checked in last question, Analytical data present ®Yes ,ONo, Compliant? OYes ®No
Details:pH >9.0 and TSS >30mg/l. (8/11/03-pH=9.52, TSS= 96mg/1, 162mg/l, 212mg/I, 570mg/1, 53mg/1)
Total precip ®Yes No, Storm duration ®Yes ❑No, Total flow Est. ®'Yes &o,Field pH ®Yes pNo,
Chain of custody ®Yes pNo
Qualitative Monitoring performed semiannually ®Yes ONo Part ll(F)
Stormwater not combined with process wastewater — general runoff Partll(C)(1)
Analytical data ®Yes pNo, Chain of Custody ®Yes ONo, Qualitative Monitoring performed
semiannually (Section F) ®Yes ONo,
If using cutoff policy, how many sample rounds No
Cutoff Concentrations met Oyes ®No (ph Ever have a Bypass? DYes ®No (III (C)(4)a1&2)
Notification given? 'Yes ®No
Outdoor Inspection
I located all discharge points ®Yes ONo No. of areas served 5
Sample points appropriate ®Yes ONo ' Location if different from discharge point
Housekeeping: Trash DYes ®No Dust Oyes ®No !
Take pH OYes ®No Value(s) ' ' Take photos OYes ®No
Containment Area satisfactory ®Yes DNo, Loose drums OYes ®No, Locked drain ®Yes pNo
Concrete disposal pile comments None -Discharges excess concrete in near -by facility described as
dug out area to contain excess concrete etc. Was not observed.
Inspection Summary Comments
Stormwater Protection and spill plans are very good. Training is good and records are
adequate. RMP & Feasibility studies are on file. Chemical inventory and chain of command list
are accurate and current. The containment structures are in good condition and valve handles
removed to prevent unauthorized release. Discharge one has clear water from washing exterior
of trucks as they load. Material washed off trucks settle in grassy ditch prior to discharge.
Discharge 3 from the center of the facility has an obvious silt accumulation in the ditch, but
others do not have any silt present. Ph and TSS analyses are above permit limits.
Recommendations: Develop plan to control pH and TSS.
Requirements: Maintain pH within 6-9 range and reduce TSS to below 30 mg/1 limit.
Letter is to go to:
Name: Walt Gibbs Title: Plant Manager
Address: 497 Hwy.48, Roanoke Rapids, NC 27870
Helpful Information at littp://li2o.enr.state.11c.us/su/Ytanuals Factsheets.htm
Note: this checklist does not take the place of your permit. You are fully responsible for
following the permit.
Revised 7/23/03

Stormwater Submittal
Subject: Stormwater Submittal
Date: Fri, 13 Jun 2003 10:47:32 -0400
From: Myrl Nisely <[e-mail]>
To: Walter Gibbs <[e-mail]>
Walt,
Your map and write-up look fine. Well done! Unless you or I have more
questions, I consider your program to be in place. I hope to see you
for inspections of both sites sometime toward the end of this calendar
year (unannounced, typically).
Regards,
Myrl
Myrl A. Nisely
Environmental Specialist II
NC Dept. of Environment and Natural Resources
Div. Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Telephone: [phone], Extension 272
Fax: [phone]
1 of 1 6/13/03 10:47 AM

RIGHTMYER MACHINE RENTALS, INC.
497 Hwy. 48
Roanoke Rapids, N. C. 27870
PH. 252-537-3223 FAX [phone]
N.C. Lie. 5323 VA. Lic.2705-033619A
June 04, 2003
Mr. Myrl A. Nisely
Environmental Specialist
Division Of Water Quality
Water Quality Section
g628
Mail Service Center
Raleigh, NC 27699-1628
Subject: Review of requested sections in
Stormwater Management Program
Rightmyer Machine Rentals, Inc.
479 Hwy 48, Roanoke Rapids, NC
Halifax County
Dear Mr. Nisely:
Please find the enclosed information requested in your letter dated February 28, 2003. Data submitted
is a portion of the complete Stormwater Management Program developed by Rightmyer Machine Rentals,
Inc. in response to standards set -forth in the North Carolina—NPDES General Stormwater and Process
Wastewater Discharge Permit.
If there are further question or comments, please contact me at 252-537-3223
Siincerely,
d;w 0'
Walt Gibbs
Environmental Coordinator

i �
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RIGHTMYER MACHINE RENTALS, INC.:
-i 49711wy:,48 . .,��,..,-
Roanoke Rapids, N. C. 27870
PH. 252-537-3223 ('AX 252-5374645
�' '• �' i " N.C: Lie. 5323 VA. Lic.2705-033619A
March 20, 2003
Mr. Myrl A. Nisely
Environmental Specialist II
Division of Water Quality
Water Quality Section
O G
NCDENR
1628 Mail Service Centers
o\ '
Raleigh, NC 27699-1628
CERTIFIED MAIL
r
`r` I
Dear Mr. Nisely,
Please be advised that the repairs have been completed to the secondary containment areas identified
during your site inspection of January 13,' 2003.
Specifically a containment wall has been constructed around the admixture tank farm area as per your
instruction letter dated February, 28" 2003 at the Highway 48,.Halifax County, Roanoke Rapids facility. A
discharge pipe and valve with the handle removed to avoid unauthorized release has, been installed for the
controlled release of Stormwater.
A new discharge pipe and valve have been installed in the existing tank farm wall at the concrete plant
located at the Highway 46 & SR 1200, Northampton County, Gaston facility. The valve handle has been•re-
moved as well for the same reasons as above.
Thank you for your help with these matters and if there are any further questions please contact me at
252-537-3223.
Sincerely,
Walt Gibbs
Environmental Coordinator
Rightmyer Machine Rentals, Inc.

.. ram' �� •
1

rvnu mei r. mnaiey, ouvemui
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
�V/wrw 'i
February 28, 2003
Rightmyer Machine Rentals,
497 Hwy 48
Roanoke Rapids, NC 27870
Subject:: StotrnwaterSit& Inspection
Rightmyer Machine -Rentals, Inc.
Hwy.48; Roanoke Rapids, NC
Halifa3C.County
Dear Mr. Rightmyer:
Alan W. Klimek, P.E. Director
Division of Water Quality
On January 13, 2003 Mr. Myrl Nisely of the Raleigh Regional Office of Division of Water Quality met with Mr.
Walter Gibbs to become familiar with the above readymix concrete facility and to offer assistance in establishing a
stormwater program that will conform to General Permit No. 140000. Rightmyer Machine Rentals, Inc. had not
previously applied for a stormwater permit. Mr. Gibbs' assistance was greatly appreciated. The following
observations were made:
1. This location slopes steeply toward Highway 48. Approximately two thirds of the area is impervious.
2. Five drainage points near the highway discharge into a ditch between the front fence and the highway. All five
points will be considered to contain process water because of the production activity on the site.
3. Truck drum loading is done at the back edge of the site. A small basin there collects vehicle wash water to
settle solids. Basin overflow travels through a vegetated channel for more than 75 feet along the south edge of
the site before discharging to the main ditch. This appears to be a high pH discharge. Because the main ditch
is an easement for the highway, each outfall must meet parameter limits before entering that ditch. Therefore,
some means of assuring pH of 6 to 9 and the other limits at this outfall must be included in your stormwater
management plan.
4. The other release points serve purposes that can be reasonably characterized by the activity upstream. In the
plan you may wish to label them to reflect the various process activities.
5. Vehicle maintenance is done onsite in a building for that purpose. The drains go to an oil/water separator
before the water flows underground to a catch basin. There other parking lot runoff joins and flows to one of
the discharge points.
6. A major problem observed was a lack of secondary containment for the admixture chemicals. As soon as
possible a structure should be built as described in 40 CFR 264.175 and/or any other applicable Federal,
State or local requirements, able to contain the contents of the largest tank plus water from a 25-year,
24-hour storm event (about 7" of rain in this area). The stormwater program calls for observations to be
made prior to draining, as described in the permit.
7. There is no attempt to recycle process water at this location. Drum washout and small amounts of unused
concrete go to a non -discharge pit located several hundred yards NE of the main fenced location. (Large
quantities of unused concrete are dropped in a debris landfill near the Gaston plant) This pit is used for all
Rightmyer trucks, whether they are loaded at this location or at the plant in Gaston. On 1/13/03 there ,ter
a0*Q
NCDENR
Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-800-623-7748

was 5 or 6 feet of freeboard. When the pit becomes nearly full of solids, it will be covered and a new one dug
next to it. This occurs roughly once per year, depending on production levels.
8. Excavated pits are poteritial conduits to groundwater. Please be aware that Groundwater Standards apply, and
contamination needs to be avoided.
-Mr.-Gibbs-went-through-the-permit-section-by section. with -me to understandhowto put together aSPPP- manual -
and how to implement the program. Once the manual is developed, send to the Raleigh Regional Office copies
of the site map (Part II(A)(1)(c)), the narrative description of storage practices et all (Part II(A)(1)(b)) and
the BMP summary (Part H(A)(2)(b)).
Please submit certification to the Division by March 31, 2003 that the admixture secondary containment has
been installed in accordance with 40 CFR 264.175.
Once this program is established, any future additions or changes in the stormwater system must be done via an
Authorization to Construct permit from the State.
If you have further questions or comments, please contact me at 919-571-4700.
Sincerely,
yaq
Myrl A. Nisely
Environmental Specialist II
cc: NPDES Compliance Unit
Halifax Co. Health Dept.
Central Files

�. 0rr4NATF9 Michael F. Easley
�O� PG Governor
f� r William G. Ross Jr., Secretary
>_ 1 Department of Environment and Natural Resources
'� Alan W. Klimek, P.E., Director
Division of Water Quality
January 31, 2003
Mr. John M. Rightmyer
Rightmyer Machine Rentals, Inc.
497 Highway 48
Roanoke Rapids, NC 27870
Subject: General Permit No. NCG140000
Rightmyer Machine Rentals, Inc.
COC NCG140329
Halifax County
Dear Mr. Rightmyer:
In accordance with your application for discharge permit received on October 2, 2002, we are forwarding herewith
the subject certificate of coverage to discharge under the subject state - NPDES general permit. This permit is issued
pursuant to the requirements of North Carolina General Statute 143-215 .1 and the Memorandum of Agreement between
North Carolina and the US Environmental Protection agency dated December 6, 1983.
The stormwater permit you are receiving, NCG140000, does not permit wasting concrete, dumping excess
concrete, directly into storm sewer outfails or into waters of the state. Any facility which either dumps excess concrete or
washes excess concrete into storm sewers or waters of the state will be operating in direct violation to both the terms of
this permit and the North Carolina General Statutes. Such a discharge shall be considered an illegal discharge and may
subject the owner to enforcement actions in accordance with North Carolina General Statutes 143-215.6A
If any parts, measurement frequencies or sampling requirements contained in this permit are unacceptable to
you, you have the right to request an individual permit by submitting an individual permit application. Unless such
demand is made, this certificate of coverage shall be final and binding.
Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water
Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of
coverage.
This permit does not affect the legal requirements to obtain other permits which may be required by the Division
of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other
Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mr. Mack Wiggins at telephone number 919l733-
5083 ext. 542.
Alan W. Klimek, P.E.
cc: CRAle ffRegional Office
Central Files
Stormwater and General Permits Unit Files
•-A
NCDEN.R
Customer Service
1 800 623-7748
Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone]

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
GENERAL PERMIT NO. NCG140000
=}' CERTIFICATE OF COVERAGE No. NCG140329
STORMWATER AND PROCESS WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Rightmyer Machine Rentals, Inc.
Is hereby authorized to discharge stormwater, vehicle and equipment cleaning, wetting of raw material stockpiles,
and mixing drum cleaning from a facility located at
Rightmyer Machine Rentals, Inc.
Highway 48
south of Roanoke Rapids
Halifax County
to receiving waters designated as an unnamed tributary to Chockoyotte Creek, Class C waters in the Roanoke River
Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, III,
IV, V, and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective January 31, 2003
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 31, 2003
Alan' W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

as
January 14, 2003
Memo
To: File /J
From: Myrl Nisely 1 ��
Subject: Recon Inspection / Technical Assistance 1/13/03
Rightmyer Machine Rental, Inc
NPDES Permit No. NCG140329
Halifax County
This visit was made to gather information on the site for a staff report and in order to
provide guidance to Mr. Walt Gibbs, Environmental Manager, on setting up a stormwater
program for this site.
This large location slopes steeply toward Highway 48. Five drainage points discharge
into a swale between the front fence and the highway. All will be considered to contain
process water. Vehicle maintenance is done onsite in a building for that purpose. The
drains go to an oil/water separator before the water flows underground to a catch basin
where other parking lot runoff joins and flows to one of the discharge points. In a similar
manner, the other releases serve purposes that can be reasonably characterized. It will be
possible to label the discharges to reflect the various process activities.
The only major problem observed was a lack of secondary containment for the admixture
chemicals. Need for this ASAP was emphasized.
There is no attempt to recycle process water at this location. Drum washout goes to a
non -discharge pit located several hundred yards behind this location. This is used for all
Rightmyer trucks, whether they are loaded at this location or at the plant in Gaston. The
only high pH runoff will be the small volume from the loading station, and this runs
through a vegetated channel for more than 75 feet before discharging to the main swale.
Mr. Gibbs went through the permit section by section with me to understand how to put
together a SPPP manual and how to implement the program.
See the Staff Report for further details.

NCDENR
NOTICE OF INTENT
Is 0
Division of Water Quality / Water Quality Section
National Pollutant Discharge Elimination System
NCG 140000
NCB°�°3z9
National Pollutant Discharge Elimination System application for
NCG140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES a:
SIC 3273 Ready Mixed Concrete
(Please print or type)
1) Mailing address of owner/operator:
-- . . ..__-_I- T--
Name
Street Address
City
Telephone No.
FOR A0 E1. W Uw- ONLY ��
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ce�m�nrenrc„��n, e
Clwk a Amaue
Penne Aca nnl m.0
wivittep
Roanoke Ra ids Mate L— ter' �...
Fax: 252 537-
2) Location of facility producing discharge:
ar.
• Address to which all pemid correspondence will be mailed
Facility Name
Facility Contact Walt Gibbs
Street Address 497 Hi hwa 48
City Roanoke Rapids, _ State N_ ZIP Code 27870
County Halifax
Telephone No. 252 537-3223 Fax: [phone]
3) Physical Location Information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). 1/2 mile south of Hwy 158 and Hwy 48_
intersection - Roanoke Rapids, NC
(A copy of a wordy map or USGS Quad sheet with facility deady located on the map is requimd to be submitted with this application)
4) This NPDES Permit Application applies to which of the following
p New or Proposed Facility Date operation is to begin
in operation
p Existing
5) Standard Industrial Classification:
Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary Industrial
activity at this facility
SIC Code: 3 2 7 3 ,
6) Provide a brief description of the types of Industrial activities and products produced at this facility
(Include a site process diagram with this submlttcla; ea. �oarly mixed concrete facility,
Page 1 of 4
S W U-229- 101701

NCG140000 N.0.10
� J
7) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater from the property? 5
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
discharges end up in? Nash Creek
If the site stormwater discharges to a separate storm sewer system, NSA the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known):
Note: Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NCG14000o cannot be granted. No new discharges of process wastewater are permitted
In receiving waters classified as WS-1 or freshwater ORW
8) Does this facility have any other NPDES permits?
129 No
Cl Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
9) Does this facility have any Non -Discharge permits (ex: recycle permits)?
No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
10) Does this facility employ any best management practices for stormwater control?
❑ No
® Yes
If yes, please briefly describe:
into drop inlets lox
on
11) Does this facility have a Stormwater Pollution Prevention Plan?
Ll No
❑ Yes
If yes, when was it implemented?
12) Are vehicle maintenance activities occurring at this facility?
® No
❑ Yes
13) Are discharges occurring from any of the following process wastewater generating activities?
Vehicle and equipment cleaning ® Yes ❑ No
Wetting of raw material stockpiles M Yes ❑ No
Mixing drum cleaning ® Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater. Give design specifics (i.e. design volume, retention time, surface area, etc.). (Use separate
sheet(s)]
Note: Construction of any wastewater treatment facilities require submission of three (3) sets
of plans and specifications along with this application. Design of treatment facilities
must comply with requirements ISA NCAC 2H .0138.
Page 2 of 4
SWU.229-101701

Rightmyer Machine Rentals, Inc.
Concrete Plant #1
Stormwater Permit Application
9/26/02
13. Vehicle and equipment cleaning is conducted on a concrete slab adjacent to the maintenance
building. All wastewater is collected in an oil water separator by way of a trough drain located in
the concrete slab. Water is discharged into the underground storm sewer system located on
company property from the oil water separator. The underground storm sewer system discharges
into a ditch beside highway 48 before joining Nash Creek.
The wetting of stockpiles is performed with a garden hose and lawn sprinkler. Runoff goes into the
storm sewer system after filtering through stone check dams consisting of various gradations of
stone and supported by wire (hardware cloth).
Mixer truck drum cleaning is conducted on the concrete pad where vehicle and equipment cleaning
operations are performed.

NCG140000 N.O.I®
14) Does the facility use a recycle system?
P9 No
❑ Yes
If yes, does the system overflow only during rainfall events exceeding the 10-yr, 24-hr rainfall event? ❑ Yes ❑ No
If yes, provide plans, calculations, and supporting documentation.
15) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
® No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
8 No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
El No
❑ Yes
d) . If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste: —
How is material stored:
Where is material store
How many disposal shipments per
Name of transport / disposal vendc
Vendor address:
16) Certiflcatlon:
North Carolina General Statute 143-215.6 b (1) provides that:
Any person who knowingly makes any false statement. representation, or certification in any application, record, report.
plan or other document filed or required to be maintained under Article 21 or regulations of the Environmental
Management Commission implementing that Article, or who falsifies, tampers with or knowingly renders inaccurate any
recording or morMoring device or method required to be operated or maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, shall be guilty of a misdemeanor punishable by a
fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (1e U.S.C. Section 1001 provides
a punishment by a fine of not more than $10,000 or imprisonment not more than 5 years, or both, for a similar offense.)
I hereby request coverage under the referenced General Permit. I understand that coverage under this permit
will constitute the permit requirements for the discharge(s) and is enforceable in the same manner as an
individual permit.
I certify that I am familiar with the information contained In this application and that to the best of my knowledge
and belief such information is true, complete, and accurate. _
Printed Name
of
V Page 3 of 4
SWU.229- 101701
!0-(-0 L
(Date Signed)

NCG140000 N.0.AW
•
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Flnal Checkilst
This application will be returned as incomplete unless all of the following items have been included:
❑ Check for $80 made payable to NCDENR
❑ This completed application and all supporting documention
❑ Copy of county map or USGS quad sheet with location of facility clearly marked on map
Mail the entire package to:
Stormwater and General Permits Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the Issuance of an NPDES permit.
Page 4 of 4
S W u.229-101701

•
El

General Description of Facility
Rightmyer Machine Rentals, Inc., or (RMR) as it shall also be identified as in
this program is located at 497 NC highway 48 Roanoke Rapids, NC. This site is
approximately 0.5 miles south of NC highway 158, in Halifax County, NC. The
USGS Coordinates are 36 degrees 26 minutes 05 seconds N, & 77 degrees 40
minutes 04 seconds W and were established at the approximate center of the
property. The property slopes from back to front and stormwater flows into a
ditch that runs parallel to NC highway 48.
The property faces NC highway 48, which is the (west) side of the property,
with entry and exit gained through a chain link fence gate. Security for this site
is provided by a 6 ft. chain link fence located on the front (west) as well as two
sides (north & south). A 6 ft. wood privacy fence provides the security for the
back or (east) side. The property is adjacent to residential properties on the
north and east sides and Pearson Hill Road on the south side
Rightmyer Machine Rentals, Inc. is a North Carolina licensed General
Contractor providing sitework, ready -mixed concrete and asphalt pavement to
the public. This facility includes the corporate office, maintenance shop, ready -
mixed concrete plant, equipment storage yard, warehouse, and raw materials
stockpiles.
Raw materials used for the manufacture of ready -mixed concrete are sand,
#67 stone, and #78M stone. They are all stockpiled near the rear of the central
portion of the site adjacent to the concrete plant. Two cement silos are located at
the concrete plant as well as tanks containing admixtures which are added to the
concrete mix.

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Mortar sand and Crush & Run stone are stock piled near the front SW
corner of the site in front of the corporate offices. This location helps with traffic
flow of customer pick-ups.
Four diesel fuel tanks are located at the rear NE corner of the site inside a
tank farm. Two 6000 gallon tanks are for non highway use, one 6000 gallon and one
8000 gallon tank are for highway use.
Brick and block are inventoried in the rear central portion of the site for RMR
use and for sale to the public.
A steel building warehouse 40 ft by 60 ft. is located next to the concrete plant
in the SE rear corner of the property. It is used for storage of bagged cement,
mortar, pipe fittings, soil stabilization fabric, concrete finishing tools and
equipment, etc.
Adjacent to the warehouse and aggregate/sand stockpiles is a ready mixed
concrete plant permitted by the North Carolina Department of Natural and
Environmental Resources Air Permit Number 058501106. This plant has adequately
sized bag houses and a vacuum dust collection system used during operation.
Fugitive dust is occasionally generated when a front end bucket loader is used to
load the plant. Stockpiles of aggregate are watered when temperatures are above 85
degrees F.
Rolling stock i.e.: dump trucks, motor graders, backhoes, bulldozers,
excavators, concrete trucks, etc are parked in the maintenance shops and on the
central front portion of the property. This area is primarily unpaved gravel
parking area.

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Reinforced concrete pipe, concrete catch basin boxes, steel corrugated pipe
and used pipe is stored on NW front corner. The north side of the yard is used for
long term storage of machinery not regularly used.
The corporate offices are located facing NC highway 48 at approximately
half the depth of the property near the South side. The dimensions of the building
are 60 ft. X 100 ft. including offices, storage, and meeting rooms.
Maintenance operations are conducted in a metal building approximately 80
ft. X 80 ft. which is located in the center of the property. A metal shed area is
attached to the east side measuring 80 ft X 80 ft. All equipment maintenance occurs
at this facility. Used motor oil is stored in a designated 1000 gallon tank outside the
shop within a tank farm until it is picked up for off site recycling.
Loading and unloading of trucks which would cause a minimal amount of
fugative dust when company trucks or customers vehicles are loaded. Dust is rarely
visible during these activities.
Yard parking and storage areas are of two types: gravel which is used for
truck fleet and heavy equipment storage, and asphalt paved for customer/general
bl,►e Wss entry exit to the corporate offices and maintenance shop from highway 48.

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Significant Spills
There have been no significant spills at this site in excess of reportable
quantities as defined under Section 311 of the Clean Water Act and Section 102 of
CERCLA.
Non-Stormwater Certification
All of the stormwater outfalls (1-5) at this site have been evaluated on
04/02/03 for the presence of non-stormwater discharges. There were no visually
observed discharges at any outfalls which could be associated with non-stormwater
release.
Signed:
Title:
Date:

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Stormwater Management Plan & Feasibility Study
The practices employed under this Plan are to evaluate and control or
minimize the exposure of significant materials from leaving this site.
The Management of RMR have evaluated this facility as to its conformance
to Stormwater Rules and Regulations as set aside by the U S Environmental
Protection Agency and the North Carolina Department of Environmental
Management. All practical measures that can reasonably be taken to minimize the
risk of an uncontrolled releases have been taken.
It is economically unfeasible to try and further cover or enclose any storage
areas, heavy equipment parking, fleet parking areas, etc. It is not practical to
asphalt or concrete more of the site because damage by moving heavy track
equipment would be detrimental to the surface.
The loading and unloading areas are inspected daily to address any possible
uncontrolled releases associated with these operations. Truck parking areas are
monitored daily for uncontrolled spills ie. fuel tank leaks. The paved areas are
swept when necessary to return any migration of products from their storage areas.
Drop inlets located in the unpaved areas enclosed by steel posts with screen wire
attached. Gravel is banked up on the wire to form a filter before water drops into
inlet.
Process water generated from washing concrete trucks and steam cleaning of
trucks and heavy equipment is collected in an oil grease separation pit behind the
shop, before water is released into the storm sewer system. This system is cleaned
periodically whenever necessary.

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Prosess water generated at the concrete plant loading area is minimized by
removing any materials ie: sand, stone, or cement spilled on the loading area slab
before washing the slab therefore minimizing the possibility of high pH discharge.
Best Management Practices
With regard to the compact area of this site the BMPs in place for erosion
control are primarily drop inlet gravel filter barriers at each. Vegetative filter strips
are along the complete front of the site parallel to NC Hwy 48. An oil and water
separator is a part of the floor drain system in the truck wash area and a part of the
covered bay area on the east side of the maintenance shop.
With the small size of this site it is possible to easily monitor all of these areas
on a frequent basis to insure they are operating properly.
Insaection of Stormwater Conveyances
The semi-annual inspection schedule, once in the fall (September -November)
and once during the spring (April -June) of all stormwater systems and appropriate
documentation will be maintained by the Environmental Manager. Periodic
inspections will also be performed on as as -needed basis i.e.: weekly, monthly, or
after unusually large storm events.

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NPDES STAFF REPORT AND RECOMMENDATIONS
FOR PERMITEE Rightmyer Machine Rentals, Inc.
SOC PRIORITY PROJECT: Yes M No If Yes, SOC No.:
Date: 1/15/03
County: Halifax
Permit No. NCG140329 Stormwater Permit
To: Stormwater and General Permits Unit
Water Quality Section
Attention: Mack Wiggins
PART I - GENERAL INFORMATION Checked BIMS for 1 through 7 M
BIMS is accurate except as noted below
I. Facility Name:
Address:
2. Date of Site Visit: 1/13/03
3. Report Prepared by: Myr1 Nisely.
4. Persons Contacted and Telephone Number: Walter Gibbs, 252-537-3223
5. Directions to Site: %: mile S of Hwy 158 on Hwy 48
6. (New Facilities Only!) Discharge Point(s), List for all discharge points:
Latitude: 36' 26'05"N Longitude: 77' 40'06" W
Attach a USGS map extract (can be printed from Internet) and indicate treatment
facility site and discharge point(s) on map. Map attached M
U.S.G.S. Quad No. B28NW U.S.G.S. Quad Name: Roanoke Rapids
7. Receiving stream or affected surface waters: UT (apparently known locally as
Nash Creek) to Chockoyotte Creek
a. Classification: C
b. River Basin and Subbasin No.: Roanoke River 03-02-08
C. Describe receiving stream features and pertinent downstream uses:
Flow regulated by dam system, used for fishing and secondary recreation, drinking water
supply WS-IV
PART II - DESCRIPTION OF DISCHARGE
1. Volume of Wastewater to be permitted: MGD Variable, depending on storm event.

a. Proposed initial flow if phased flows
b. Phased flows
2. What is the current permitted capacity of the Waste Water Treatment facility? MGD
monthly average N/A
3. Current design capacity of the existing facility? MGD N/A
4. Please provide a description of existing or essentially completed wastewater treatment
facilities: See Part IV
5. Please provide a description of proposed wastewater treatment facilities with emphasis on what
will be changing: N/A
6. Pretreatment Program (POTWs only):
in development: ❑ approved`. ❑ —I�Full?-] Modified Program?
should be required: El not needed: ❑
Residuals Handling Scheme: Land Application ❑ Landfill ❑ Other
Permit No. if applicable N/A
8. Treatment plant classification (attach completed rating sheet):
Ratings Sheet Attached ❑
9. SIC Code(s): 3273
PART III - OTHER PERTINENT INFORMATION
Special monitoring or limitations (including toxicity) requests: none
PART IV - EVALUATION, RECOMMENDATIONS AND OTHER COMMENTS
(Important — please give a narrative summary)
Rightmyer Machine Rentals, Inc. has not previously applied for a stormwater permit. A
visit was made to obtain site information and to offer technical assistance to Walt Gibbs,
Environmental Manager, regarding how to establish a stormwater management plan.
This large location slopes steeply toward Highway 48. Five drainage points discharge into a
Swale between the front fence and the highway. All are considered to contain process water.
Vehicle maintenance is done onsite in a building for that purpose. The drains inside the
building go to an oil/water separator before the water flows underground to a catch basin
where other parking lot runoffjoins and flows to one of the discharge points. In a similar
manner, the other releases serve purposes that can be reasonably characterized. It will be
possible to label the discharges to reflect the various process activities.

The only high pH runoff will be the small volume from the loading station (vehicle
washoff), and this runs through a vegetated channel for more than 75 feet before discharging
to the main swale.
The only major problem observed was a lack of secondary containment for the admixture
chemicals. Need for this ASAP was emphasized.
There is no attempt to recycle process water at this location. Drum washout and small
amounts of unused concrete go to a non -discharge pit located several hundred yards NE of
the main fenced location. (Large quantities of unused concrete are dropped in a debris
landfill near the Gaston plant) This pit is used for all Rightmyer trucks, whether they are
loaded at this location or at the plant in Gaston. On 1/13/03 there was 5 or 6 feet of
freeboard. When the pit becomes nearly full of solids, it will be covered and a new one dug
next to it. This occurs roughly once per year, depending on production levels.
Mr. Gibbs and I went through the permit section by section to discuss how to put together a
SPPP manual and how to implement the program.
Signature offreportpreparer

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ELEVATION 128.51 FEET (NGVD 29) Box _ __. -------___-----------
CULUER - ,Y OUTFALL NO. 5 _
N 10008' 32"W PAVED SHALE 100' RI
BENCHMARK NCGS MONUMENT 'WILLOW" �� 19. 02 — ROUTE 48 TO ROCKY MOUNT --->
ELEVATION 178. 64 FEET (NGUD 29) NC 'CAR�o
_ RAP ] DS ,•�`�qiH 0(°''•,
�__- TO ROAN
TOTAL SITE AREA = 6. 08 ACRES`1% fw. oy�,�yg'
ESSJ • n
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DRAINAGE AREA SUMMARY
OUTFACE N0.
NORTH
LATITUDE
WEST
LONGITUDE
AREAS IN SQUARE FEET
IMPERVIOUS*
STONED
VEGETATED
TOTAL
1
36026' 03. 67060"
77040' 06. 81641"
111
51708
17,248
33, 480
2
36026' 04. 39354"
77`40' 06. 83102"
12,642
---
---
12,642
3
36'26' 06. 27155"
77'40' 07. 31186"
60,165
23,351
3, 352
86, B68
4
36`26' 07. 75095"
77'40"07. 48064"
25, 645
54, 219
31 983
83,747
5
36"26' 09. 08354"
77.40' 07. 71453"
10, 750
24, 273
3, 038
38, 061
* IMPERVIOUS AREAS INCLUDE BUILDINGS AND ASPHALT 1911 L;UNL.KG I G I'HVLJ•ILN I a
SEAL /y
't 4829 7
lFl� : G r ry EEi ��:
40 i •• :0 120
moms MENEMGRAPHIC SCALE - FEET
�������
L E G E N D
EXISTING CONTOURS
FINISH CONTOURS
SANITARY SEWER
WATER MAIN
STORM SEWER
NATURAL GAS LINE
OVERHEAD POWERLINE
MANHOLE
CATCHBASIN
JUNCTION BOX
GATE VALVE 8 BOX
TAPPING SLEEVE 8 VALVE
FIRE HYDRANT
TOP ELEVATION
INVERT ELEVATION
TOP OF CURB ELEVATION
TOP OF WALK ELEVATION
TOP OF RAIL ELEVATION
EXIST. IRON PIPE
EXIST. CONC. MONUMENT
STREET/YARD LIGHT
SEWER CLEANOUT
DROP INLET
138
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