NCG140438_COMPLETE FILE - HISTORICAL_20151211

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/vu&
DOC TYPE
HISTORICAL FILE
❑ MONITORING REPORTS
DOC DATE
❑ �DIS ta �l .
YYYYMMDD

Central Files: APS _ SWP _
121912015
Permit Number NCG140438 Permit Tracking Slip
Program Category
Status
Project Type
NPDES SW
Active
New Project
Permit Type
Version
Permit Classification
Ready Mix Concrete StormwaterMastewater Discharge COG
1.00
COC
Primary Reviewer
Permit Contact
Affiliation
larry.wade
Coastal SWRule
ED
RECEIVED
Permitted Flow
DEC 11 2015
Facility
CENTRAL FILES
UWK bLk,1IUIN
Facility Name
Major/Minor
Region
S & W Ready Mix - Morehead Plant
Minor
Wilmington
Location Address
County
5161 Business Dr
Carteret
Clinton NC 28329
Owner
Facility Contact Affiliation
Hank Gay
PO Box 872
Clinton NC 28329087,
Owner Name Owner Type
S & W Ready Mix Concrete Company LLC Non -Government
Owner Affiliation
Hank Gay
PO Box 872
Dates/Events Clinton NC 28329087
Scheduled
Ong Issue App Received Draft Initiated Issuance
Public Notice Issue
Effective Expiration
12/9/2015 8/5/2014 12/8/2015
12/9/2015
12/9/2015 6/30/2016
Regulated Activities
Requested /Received Events
Concrete products manufacture
RO staff report received
8114/14
RO staff report requested
8/13/14
Additional information requested
915114
Additional information received
213115
Outfall 001
Waterbody Name Streamindex Number Current Class Subbasin
Hull Swamp 21-15 C 03-05-03
Outfall 002
Waterbody Name Streamindex Number Current Class Subbasin
Hull Swamp 21-15 C 03-05-03

Central Files: APS _ SWP
Ouifal I 003
Waterbody Name
Hull Swamp
12/9/2015
StreamindexNumber Current Class Subbasin
21-15
03-05-03

Energy, Mineral
and Land Resources
ENVIRONMENTAL QUALITY
December 9, 2015
Mr. Hank Gay, Environmental Director
S&W Ready Mix Concrete Company LLC
PO Box 872
Clinton, NC 28329
Dear Mr. Gay:
. GwA Ce.2/ra/ bi%<,f
PAT MCCRORY
[;o,•crnnr
DONALD R. VAN DER VAART
Secrrrary,
TRACY DAVIS
Director
Subject: General Permit No. NCG140000
S&W Ready Mix — Morehead Plant
COC No. NCG140438
Carteret County
In accordance with your application for an NPDES discharge permit received on August 5,
2014, and follow-up additional information required to complete the application received February
3, 2015, we are forwarding herewith the subject certificate of coverage (COC) to discharge under the
subject state-NPDES general permit. The general 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 October 15, 2007, (or as subsequently
amended).
Please note that general permit NCG140000 requires compliance with specific numerical
effluent limitations for wastewater discharges (see Part IV, Section D). An exceedence of any of the
wastewater limitations is a violation ofpermit conditions.
Please note that the permit requirements in Part II, Section A, numbers 1-5, and Part II,
Section B, number 1 are no longer valid per NC Session Law 2011-394. However, note that Part II,
Section A, number 6, and Part Il, Section B, numbers 2-10 are unaffected by the Session Law, and
remain valid requirements of general permit NCG140000.
Your NPDES permit application letter requested special accommodation and NPDES permit
authorization to discharge infrequent overflows from the wastewater recycle system into a grassed
swale previously permitted under NC rules at 15A NCAC 02H A 000, the State Stormwater
Management rules. (Our Wilmington office previously had issued a low density permit SW8140240
authorizing the construction of the new built upon area of your facility and the identified grassed
swales and level spreaders). In support of your NPDES permit request you made three important
representations: that the recycle system is designed to overflow only in response to a rainfall greater
than the 7-yr return frequency (approximately 7" per 24 hours at this location); and that as a routine
operating procedure the end -of -day excess drum contents will be chemically stabilized in the drum
so as to allow reuse of the contents for the next day's batch in order to prevent any discharge of the
drum contents into the wastewater recycle system; and that aggregate pile wetting will be
State of North Carolina I Environmental Quality j Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC27699-1612
919 707 9200 T

y
accomplished by well water. All of these representations are important in our consideration of your
request. First, the 7-year return frequency might generally be characterized as establishing that you
will have on average an overflow discharge from the wastewater recycle system only once per seven
years. Second, we anticipate that the drum contents are the highest strength wastewater on your site.
We have seen pH values over pH 12 reported for this flow. Your representation that drum contents
will not be discharged into the recycle system should keep this high -strength wastewater out of the
recycle system. Third, you further reported that aggregate wetting will be accomplished by well
water rather than by recycle water, so that subsequent aggregate pile drainage to Outfall #1 might
not contain the high pH constituents potentially present in recycled wastewater,
We are relying on these representations in granting permit authorization for the infrequent
discharge of recycle system overflow to the grassed swale and Outfall 91 under the NPDES general
permit NCG140000. Further, we have modified the usual NCG140000 COC to contain additional
permit requirements with the intent offirmly establishing in practice the physical features and
operating modes reported to us in your application.
Please note that your COC is not transferable except upon the specific action of the Division
of Energy, Mineral, and Land Resources (DEMLR). DEMLR may require modification or
revocation and reissuance of the COC. This permit coverage issued today does not affect the legal
requirements to obtain other permits which may be required by DEMLR, or permits required by the
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 Ken Pickle at telephone
number [phone].
Sincerely,
4�111 /i;"�
For Tracy E. Davis, P.E., CPM
cc: DEMLR Wilmington Regional Office, Georgette Scott
DWR Central Files
Stormwater Permitting Program Files
5 tat._- of Norris Carotin 1 Eneim mental Quat ty1 Enftn-, \ineral and Land Resources
1612 ME Senice CenL-r 1 512 North 5alisburv5treet 1 P.alei¢h, \C -17699-1631
907079200 T

`y PAT MCCRORY
^ (love mar
�z
DONALD R. VAN DER VAART
Secremry
Energy, Mineral
and Land Resources TRACY DAMS
ENVIRONMENTAL OUALITV
Direcrar
General Permit No. NCG140000
Certificate of Coverage No. NCG140438
STORMWATER AND WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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, and the North Carolina
Administrative Code in NCAC 15A 02H .0114(b)(1), as amended,
S&W Ready Mix Concrete Company LLC
is hereby authorized to discharge stormwater and wastewater from a facility located at
S&W Ready Mix — Morehead Plant
5161 Business Drive
Morehead City
Carteret County
to receiving waters designated as Hull Swamp, a class C water in the White Oak River Basin in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III, IV, V, VI, VII, and VIII of General Permit No. NCG140000 as attached, and as
amended in this Certificate of Coverage.
Amended conditions
1. This Certificate of Coverage is an enforceable part of the permit.
2. All discharges from Outfall 41 as identified on the permit application shall be subject to the
wastewater provisions of General Permit.
3. The permittee shall record in the Stormwater Pollution Prevention Plan that the design
objective and operational procedures of the wastewater recycle system are intended to allow
an overflow only in response to rainfall in excess of the 7-year return frequency storm event;
that mixing drum washout will not be introduced into the recycle system on a routine basis;
and that aggregate wetting will be by well water, not recycled wastewater.
4. In accordance with 15A NCAC 02H .0114(b)(1), the monitoring program in Part IV, Section
D, Table 7. Analytical Monitoring Requirements for Process Wastewater is amended as
follows:
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

Table 7 Analytical Monitoring Requirements for Process Wastewater, COC NCG140435
Discharge
Units
Measurement Frequency'
Sample
Sample
Characteristics
Type'
Location 3
pH
standard
Quarterly, and every recycle system
Grab
E
overflow
Total Suspended Solids
mg/L
Quarterly, and every recycle system
Grab
E
overflow
Settleable Solids
MUL
Quarterly, and every recycle system
Grab
E
overflow
Total Petroleum Hydrocarbons (TPH),
mglL
Quarterly', and every recycle
Grab
E
EPA Method 1664 (SGT-HE44
system overflow
Discharge Durations
minutes
Quarterly, and every recycle system
_
overflow
Flows
gallons/day
Quarterly, and every recycle system
E
overflow
Footnotes:
1. Four times per year during a discharge event, and with every over ow from the wastewater recycle
system. In addition the ermittee shall keep on site a log of the occurrence and duration of every
overflow from the wastewater recycle system. See below for additional requirements for failures to
monitor or violations of permit limits.
2. Grab samples shall be collected within the first 30 minutes of discharge from the outfall or detention
pond.
3. Effluent (E) = Process wastewater discharge outfall.
4. Process wastewater discharges shall only be monitored for TPH when commingled with stormwater
discharges from VMA areas.
5. For each sampled discharge event, the total discharge duration and flow rate must be provided. Flow rate
can be measured continuously or calculated.
This Certificate of Coverage shall become effective December 9, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day, December 9, 2015.
�P
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission
Star of \orthCaroEra j Environmental Qualin•1Eaft-n% \ineral and Laud Resotuces
1612 Nhil Service Center 1 5Q XorthS9isb=yStt•et 1 Raleieh, \t'7699.16L'
919 707 9200 T

a.
Pickle, Ken
To: Bennett, Bradley
Cc: Riddle, Rick L
Subject: RE: S&W Ready Mix - NCG140438
Yes, Larry left this file with me.
If Rick is available for this, that would be great to pass on to him. If he is not, then I'll process it now that I've thought it
through below.
After this long on my desk I think we should just issue the COC, but here is the history of the complications with this
one:
3/27/2014— WiRO issued a low density permit for the site in Morehead City, Carteret County, SW8140210. Site
not subject to SA, but consulting engineer Jimmy Fentress' calcs show a voluntary 12% BUA, rather than the 24%
allowed as low density. Two Grassed Swale Supplement sheets included in permit, with swales discharging into
wetlands. No problem so for with this application, and WiRO issued the SW8 permit with no unusual conditions.
8/05/2014— SPP received NCG140438 NOI for an NPDES permit. S&W's transmittal letter specifically asked us
to accommodate the occasional discharge of treated wastewater into the Swale. Larry subsequently asked for
Georgette's review. Larry pointed out that the site plan and application submitted with the NOI showed recycle
system overflow occasionally discharging into the swale to Outfall #1. Two of the site outfalls were proposed as
stormwater-only outfalls, but this one contained the occasional overflow from the proposed recycle system (not
a 2T compliant recycle system, just a way to conserve water usage). Not what Georgette had permitted in
March under the SW8 permit: the wastewater discharge was not shown on the SW8 application to
Georgette. The idea that wastewater from a substandard recycle system might overflow (once per seven
years?) into a grassed swale intended to treat stormwater, but not wastewater, is not attractive. Georgette's
experience is that the facilities wind up discharging more frequently than designed.
• 9/5/2014 — Larry sent an additional information letter requesting clarifications of, or modifications to, the
proposed features and operation for control of wastewater and stormwater discharges.
• 12/10/2014— Larry sent a follow-up email requesting a response from the applicant, as none had been received.
• 2/2/2015— WiRO inspector Brian Lambe reports that the facility is operating with commingled ww/sw discharge
and no NPDES permit.
• 2/3/2015 — Applicant submitted add -info request in response to Larry and Ken email contact and conference
call in Jan and Feb.
• 2/5/2015 — Larry's last day. i have not acted on this application since then.
Rationale for moving forward: The applicant's add -info response on 2/3/2015 provides essentially the following
responses to our add -info letter of 9/25/2014:
1) We said: SW810210 does not authorize the proposed wastewater discharge. You didn't show that discharge on
your application to WiRO. Applicant responded: There is potential in a heavy rain for the process wastewater to
discharge from the retention basin, flow 200' across the site, enter the grassed Swale, be spread out by the level
spreader and enter the 404 wetlands as diffuse flow. We would monitor that discharge in accordance with the

A-
NPDES wastewater requirements. KBP interpretation of add -info and response: First issue: the applicant
proposes an occasional (rare?) untreated/partially diluted wastewater discharge into a State Stormwater
Management Program BMP (grassed Swale) that may be damaged by a potentially high pH, high TSS
discharge. Second issue: there are no engineering calculations or logical assurances to indicate that the
receiving water (wetlands) is protected from the potentially high pH, high TSS discharge wastewater discharge,
either. KBP conclusion: Consider the receiving water impact - we don't typically require prior proof via
engineering review that an industrial wastewater treatment system will perform and be protective of the
receiving water. That issue is not ours to evaluate per recent state law. Now consider protecting the grassed
swale - applicant's retention pond is designed to accommodate the 7-yr storm before overflowing, he
says. Consider that an overflow once every 7 years would be in response to approximately 7" of rain. Under
those circumstances there will already be a whole bunch of runoff in the grassed swale. Unlikely that damage
to the Swale will result if the system is operated in accordance with its design. On these points, let's acceet
the add -info response as sufficient and rely on testing Outfall #1 under the NPDES permit provisions (most of
the time as a stormwater-only discharge, but once every 7 years as a wastewater discharge, perhaps.)
2) We said: Please tell us the source of the water used for wetting the aggregate pile. If it's city water we may not
be so concerned that it's entering the grassed swale untreated, but if it's recycle water we are concerned about
potential high pH. The applicant responded: We will be using ground water from on on -site well. Also, the
sprinklers will be on timers to prevent over saturation and excess runoff. KBP conclusion: So, the aggregate
pile will be deliberately irrigated. We have previously considered this a wastewater discharge. But, a weak
wastewater discharge as long as high pH recycle water is not the source. Let's have the permittee monitor
discharge from Outfall #1 under the wastewater portions of NCG14 when he is actively irrigating, and under
the starmwater portion when it's iust raining.
3) We said: Please show the truck washout area on your site plan: it may be the source of untreated high
strength wastewater. And, it may change the BUA of your site from that stated in the SW8 application. The
applicant responded: We will use admixture chemicals to stabilize the wet concrete in the drum and will not
need to discharge that process water: it will be used in the drum for the next day's mix. if there ever is a need to
discharge the water, it will enter the retaining basin adjacent to the truck wash down area. KBP conclusion: So,
the highest strength wastewater at this site (drum washout) will not normally be discharged, they say. If
drums ever are emptied they will go into the retention basin as part of the recycle system. Which might
discharge once every 7 years. Let's accept the add -info response as sufficient. Give up on a revised site plan
for the application, but demand it as part of the SPPP. Give up on our interest in whether the BUA increased
or not: not our business in NPDES, and very unlikely to change the SW8 permit since the BUA was
12% actually vs the 24% cap for a low density permit.
4) We said: Contrary to your information submitted on our application that you would be using a 2T recycle
system, your system is only designed for the 7-yr storm, not the 25-yr storm per 2T rules. On this basis we
consider that the system has a discharge, and is not properly characterized as a 2T recycle system. The
applicant responded: That's correct, there is a potential for discharge in heavy rainfall events. We will monitor
that discharge in accordance with the NPDES permit requirements. KBP conclusions: No interest in having
them correct the NOI. Add -info response is sufficient.
Moving forward: consider the add -info response as sufficient and issue the COC.
One final twist in my suggested approach to permitting S&W Ready Mix in Morehead City: Let's issue the COC with a
minor modification authorizing the following flows:
• Site stormwater
• Aggregate irrigation drainage wastewater
• Exterior truck and equipment rinse off wastewater
• BUT excluding drum rinse out wastewaters, since the applicant doesn't expect to discharge those.
Ken
2

From: Bennett, Bradley
Sent: Tuesday, December 01, 2015 11:36 AM
To: Pickle, Ken <[e-mail]>
Cc: Riddle, Rick L <[e-mail]>
Subject: S&W Ready Mix - NCG14O438
Ken,
Just checking to see if you have any ideas about this one. It was assigned to Larry and still shows as in review in
BIMS. Rick has never been able to find any files that Larry might have left on this one. Is it one that maybe he left with
you for some reason? Could you check and see if you have the folder for this one?
Thanks
BB
Bradley Bennett
Stormwater Permitting Program Phone: [phone]
NC Division of Energy, Mineral and Land Resources Fax: [phone]
1612 Mail Service Center Email: brad ley.bennett()ncdenr.gov
Raleigh, NC 27699-1612 Web: hftp:/lportal.ncdenr.org/web/Ir/stormwater
Email correspondence to and from this address may be subject to public records laws
3

PAT MCCRORY
Clove mor
DONALD R. VAN DER VAART
Energy, Mineral
and Land Resources
ENVIRONMENTAL, QUALITY
December 9, 2015
Mr. Hank Gay, Environmental Director
S&W Ready Mix Concrete Company LLC
PO Box 872
Clinton, NC 28329
Subject: General Permit No. NCG140000
S&W Ready Mix — Morehead Plant
COC No. NCG140438
Carteret County
Dear Mr. Gay:
Secretary
TRACY DAVIS
Direclur
In accordance with your application for an NPDES discharge permit received on August 5,
2014, and follow-up additional information required to complete the application received February
3, 2015, we are forwarding herewith the subject certificate of coverage (COC) to discharge under the
subject state-NPDES general permit. The general 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 October 15, 2007, (or as subsequently
amended).
Please note that general permit NCG140000 requires compliance with specific numerical
effluent limitations for wastewater discharges (see, Part IV, Section D). An exceedence of any of the
wastewater limitations is a violation ofpermit conditions.
Please note that the permit requirements in Part II, Section A, numbers 1-5, and Part II,
Section B, number I are no longer valid per NC Session Law 2011-394. However, note that Part II,
Section A, number b, and Part II, Section B, numbers 2-10 are unaffected by the Session Law, and
remain valid requirements of general permit NCG140000.
Your NPDES permit application letter requested special accommodation and NPDES permit
authorization to discharge infrequent overflows from the wastewater recycle system into a grassed
swale previously permitted under NC rules at 15A NCAC 02H .1000, the State Stormwater
Management rules. (Our Wilmington office previously had issued a low density permit SW8140240
authorizing the construction of the new built upon area of your facility and the identified grassed
swales and level spreaders). In support of your NPDES permit request you made three important
representations: that the recycle system is designed to overflow only in response to a rainfall greater
than the 7-yr return frequency (approximately 7" per 24 hours at this location), and that as a routine
operating procedure the end -of -day excess drum contents will be chemically stabilized in the drum
so as to allow reuse of the contents for the next day's batch in order to prevent any discharge of the
drum contents into the wastewater recycle system; and that aggregate pile wetting will be
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

I*
accomplished by well water. All of these representations are important in our consideration of your
request. First, the 7-year return frequency might generally be characterized as establishing that you
will have on average an overflow discharge from the wastewater recycle system only once per seven
Years. Second, we anticipate that the drum contents are the highest strength wastewater on your site.
We have seen pH values over pH 12 reported for this flow. Your representation that drum contents
will not be discharged into the recycle system should keep this high -strength wastewater out of the
recycle system. Third, you further reported that aggregate wetting will be accomplished by well
water rather than by recycle water, so that subsequent aggregate pile drainage to Outfall 41 might
not contain the high pH constituents potentially present in recycled wastewater.
We are relying on these representations in granting permit authorization for the infrequent
discharge of recycle system overflow to the grassed swale and Outfall 91 under the NPDES general
permit NCG140000. Further, we have modified the usual NCG140000 COC to contain additional
permit requirements with the intent of firmly establishing in practice the physical features and
operating modes reported to us in your application.
Please note that your COC is not transferable except upon the specific action of the Division
of Energy, Mineral, and Land Resources (DEMLR). DEMLR may require modification or
revocation and reissuance of the COC. This permit coverage issued today does not affect the legal
requirements to obtain other permits which may be required by DEMLR, or permits required by the
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 Ken Pickle at telephone
number [phone].
Sincerely,
ORIGINAL SIGNED M
KEN PICKLE
For Tracy E. Davis, P.E.. CPM
cc: DEMLR Wilmington Regional Office, Georgette Scott
DWR Central Files
Stormwater Permitting Program Files
State of North Carol m I En%im=ental Quality I Enegy, \ fneral and Land Resa=es
1612 \hit Senice Center 1512 Wrth Sallkun•Str_et I Raleirh, NC 27699-1612
919 707 9200 I

1�
PAT MCCRORY
GOVeMor
.a
DONALD R. VAN DER VAART
w Secretary
Energy, Mineral
and Land Resources
ENVIRONMENTA4 OUALITY TRACY DAVIS
Director
General Permit No. NCG140000
Certificate of Coverage No. NCG140438
STORMWATER AND WASTEWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provisions 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, and the North Carolina
Administrative Code in NCAC 15A 02H .0114(b)(1), as amended,
S&W Ready Mix Concrete Company LLC
is hereby authorized to discharge stormwater and wastewater from a facility located at
S&W Ready Mix — Morehead Plant
5161 Business Drive
Morehead City
Carteret County
to receiving waters designated as Hull Swamp, a class C water in the White Oak River Basin in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, 11, 111, IV, V, VI, VII, and VIII of General Permit No. NCG140000 as attached, and as
amended in this Certificate of Coverage.
Amended conditions
1. This Certificate of Coverage is an enforceable part of the permit.
2. All discharges from Outfall #1 as identified on the permit application shall be subject to the
wastewater provisions of the General Permit.
3. The permittee shall record in the Stormwater Pollution Prevention Plan that the design
objective and operational procedures of the wastewater recycle system are intended to allow
an overflow only in response to rainfall in excess of the 7-year return frequency storm event;
that mixing drum washout will not be introduced into the recycle system on a routine basis;
and that aggregate wetting will be by well water, not recycled wastewater.
4. In accordance with 15A NCAC 02H .0114(b)(1), the monitoring program in Part IV, Section
D, Table 7. Analytical Monitoring Requirements for Process Wastewater is amended as
follows:
State of North Carolina I Environmental Quality I Energy, Mineral and Land Resouroes
1612 Mail Service Center 1 512 North Salisbury Street I Raleigh, NC 27699-1612
919 707 9200 T

r
Table 7 Analytical Monitoring Requirements for Process Wastewater, COC NCG140438
Discharge
Units
Measurement Frequency
Sample
Sample
Characteristics
Type 2Location
3
pH
standard
Quarterly, and every recycle system
Grab
E
overflow
Total Suspended Solids
mg/L
Quarterly, and every recycle system
Grab
E
overflow
Settleable Solids
mL/L
Quarterly, and every recycle system
Grab
E
overflow
Total Petroleum Hydrocarbons (TPH),
mg/L
Quarterly', and every recycle
Grab
E
EPA Method 1664 (SGT-HEM'
system overflow
Discharge Duration'
minutes
Quarterly, and every recycle system
_
_
overflow
Flow'
gallons/day
Quarterly, and every recycle system
E
overflow
Footnotes:
1. Four times per year during a discharge event, and with even overflow from the wastewater recycle
system. In addition the permittee shall keep on site a log of the occurrence and duration o eve
overflow from the wastewater recycle system. See below for additional requirements for failures to
monitor or violations of permit limits.
2. Grab samples shall be collected within the first 30 minutes of discharge from the outfall or detention
pond.
3. Effluent (E) = Process wastewater discharge outfall.
4. Process wastewater discharges shall only be monitored for TPH when commingled with stormwater
discharges from VMA areas.
5. For each sampled discharge event, the total discharge duration and flow rate must be provided. Flow rate
can be measured continuously or calculated.
This Certificate of Coverage shall become effective December 9, 2015.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day, December 9, 2015.
ORIGINAL SIGNED B`,
KEN PICKLE
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission
S tate a; forth Carmli�n I £nciraamental Quality I Ener¢v. \ lneral and Land Resc=es
161_1 \itil Smice Ctnter 1 512 `orthSalautySte tt I Ra t0,NC 27699-1612
919 707 9'0o F

Pickle, Ken
From: [e-mail]
Sent: Tuesday, December 08, 2015 6:01 PM
To: Pickle, Ken
Subject: Re: Morehead City plant permit, NCC140438
Thank you I will review tomorrow and let you if I have questions.
Thanks again
Hank
Sent from my Verizon Wireless B1ackBerry
From: "Pickle, Ken" <[e-mail]>
Date: Tue, 8 Dec 2015 22:33:28 +0000
To: [e-mail]<[e-mail]>
Cc: Bennett, Bradley<[e-mail]>; Georgoulias,
Bethany<[e-mail]>
Subject: Morehead City plant permit, NCC140438
Hi Hank,
Finally I'm able to finish up your permit for Morehead City. I have attached two documents for your quick preliminary
review. They are unsigned at the moment, but I hope to issue them tomorrow. Please contact me if we need to discuss
or potentially change any aspects of the two documents.
These two documents are different from our usual transmittal letter and Certificate of Coverage (COC) for ready -mix
plants. Your original submittal letter acknowledged the special circumstances surrounding this application. The
differences are driven by the special circumstance of the potential to discharge wastewaters into the grassed Swale and
level spreaders authorized under your state stormwater management permit issued in March 2014 by our Wilmington
Regional Office (SW8140240). The permit requirements have been bumped up just a little in the special COC. We are
intent on keeping those BMPs functioning as they are supposed to for stormwater discharges by preventing excess solids
and high pH wastewater from entering them. We are intent on protecting the receiving water from the pollutants than
can be especially damaging to wetlands, i.e. solids and high pH.
I apologize for the lengthy delay on my desk. Please let me know that you have received this email.
Best Regards,
Ken
Ken Pickle
Stormwater Program Specialist
DEMLR Stormwater Permitting Program
Department of Environmental Quality
919 807 6376 office
ken. [e-mail]
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604

Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

S&W Ready Mix permitting issues and rationale
Morehead City facilitX
12/7/2015, kbp
1. SPP/kbp action on N01 NCG140438 is delinquent. History:
a. 3/27/2014 WiRO issues a Low Density permit, SW8140210. No special conditions. Application does not
identify a wastewater discharge, and WIRO permit does not authorize ww discharge or treatment
measures. The engineer's calcs show a voluntary 12% BLIA, but the receiving water is not SA, and so a Low
Density permit cap of 24% would have been allowable. Discharge is into adjacent wetlands. No problems
so for.
b. 8/5/2014 SPP receives NOI for NCG140438. Applicant's transmittal letter notes that operation of the
facility is scheduled for November 1, 2014, and further requests accommodation in the permit of an
infrequent recycle treatment system overflow (wastewater) commingled w/the stormwater discharge
through Outfall #1. Recycle treatment system volume and operation are designed to overflow only in
response to a 7-yr, 24-hr rain, approximately 7" in 24 hours at this location. Outfalls #2 and #3 are
stormwater only.
c. 8/14/2014 Applicant follows up to confirm receipt of NOI w/ KBP. KBP indicates we have received it, but
need to figure out with Wilmington how the two permits (SW8 and NCG14) will have to work together in
this circumstance.
d. 8/13— 8/27 Larry Wade (SPP) and Georgette Scott (WiRO) exchange emails, concluding from the site plan
and NO! that a ww overflow will be discharged via a grassed swale into the wetlands. The previous
SW8140210 application did not report the applicant's intent to discharge ww via the grassed swale
permitted for sw discharge under SW8140210. Georgette reports they have seen other supposed closed
loop recycle systems that seem to be (regularly?) sending ww flow to state stormwater measures.
e. 9/5/2014 Larry sends add -info letter.
f. 12/10/2014 Larry sends follow-up email noting that we need a response in order to keep processing the
permit.
g. 1/23/2015 KBP sends S&W a follow-up email noting that any discharges would be in violation of NC rules
and law.
h. 2/2/2015 WiRO inspector Brian Lambe reports his observations that the facility is operating with
commingled discharges.
i. 2/3/2015 S&W emails us an add -info response letter.
j. 2/6/2015 Larry Wade's last day. KBP inactive on the permit since then.
k. EPA recent inquiry on SPP general backlog brings the status of this application in question. KBP currently
determined to issue NCG14 coverage based on following rationale wrt the discharge of a wastewater
through the State Stormwater Permit SW8140240.
2. The discharge of wastewater commingled with stormwater has been recognized as a potential snag in normal
permitting by both the applicant and the SPP since before the NO] was originally submitted in August 2014. Now
with information in hand we can approach a permitting rationale via the issues identified in the SPP September
2014 add -info letter. That letter identified, and the applicant's letter responded to, the following points:
a. Add -info letter: SW8140210 does not authorize wastewater discharges; your application for that permit
did not report a wastewater discharge via the grassed Swale and level spreader for Outfall #1. Applicant's
response: There is a potential for a recycle system overflow (7-yr return frequency, or 7"). We will monitor
such an event in accordance with the wastewater requirements in NCG14. KBP review: Applicant's failure
to fully describe his operation in the SW8 application is not decisive wrt permitting under NCG14; but
might be relevant to WIRO as they administer that permit. Further, note that if operated as designed an
overflow every seven years intuitively does not seem like a significant environmental insult to the
receiving waters, especially considering that the prevailing conditions at the time will be unusually high
runoff and receiving water flows due to the 7" of rain. KBP conclusion: Applicant's response is sufficient
to allow continued processing of the permit application. Permit action: use an augmented COC to require
monitoring of every overflow from the recycle system. This permit condition may operate to remind the
ermittee that he should operate the s stem so that an overflow only occurs once per seven years.

b. Add -info letter: Please identify the source of aggregate wetting water since resulting drainage will flow
untreated into the grassed swale. Applicant's response: We will use well water, sprinklers will be on
timers to minimize over-soturation and excess drainage from the aggregate piles. KBP review: Well water
and incident rainfall do not present the same high pH risk that recycled drum rinse water would. No
special pH risk with this mode of aggregate wetting. KBP conclusion: Applicant's response is sufficient to
allow continued processing of the permit application.
c. Add -info letter: Please show the truck wash out area on your site plan. Absent a location on your site
plan, we are concerned that high -strength drum rinse out flows may be discharged untreated. Was the
truck wash area identified as part of the impervious area in your SW8 application? Applicant's response:
Our operating procedure will be to use stabilizer chemicals inside the drum to keep the concrete plastic, in
order to remove the need to rinse out the drum, so that we can reuse the residual contents in the drum for
the next day's batch. Further, if there ever is a need to rinse out a drum, the rinse water will flaw into the
adjacent retaining pond as part of the wastewater recycle system. KBP review: KBP judgement that
applicant's failures to respond to the questions of whether the truck wash area was shown on the SW8
permit documents, and to provide a revised site plan are insufficient to delay further processing of the
NCG14 application. On the more substantive point, applicant's stated operating mode is intended to
result in infrequent, if any at all, introduction of the high -strength drum contents into the recycle system.
Combined with a 7-yr storm design for the recycle system, the applicant intends to avoid any untreated
discharges of the high -strength drum contents. KBP conclusion: Given an augmented COC that adjusts the
permit conditions to require monitoring and reporting of every recycle system overflow, the ability of the
permittee to control drum rinse discharges into the wetlands can be expected to be very good, if operated
as reported. With this addition, proceed with processing the permit application. Permit action: Use an
augmented COC to require monitoring and reporting of every recycle system overflow, in addition to the
standard quarterly monitoring and reporting.
d. Add -info letter: Contrary to your N01 application, your closed loop wastewater recycle system does not
appear to conform to the requirements for permitting a recycle system under the 15A NCAC 2T non -
discharge rules; most significantly it does not hold the 25-yr, 24-hr storm (-8.5" at this location) without
discharging. Consequently, in a regulatory sense any discharge from the recycle system must be
permitted as a surface water discharge. Applicant's response: The design will only hold the 7-yrstorm
(Note: —7"), not the 25-yr storm. There is a potential for an overflow in large storm events. We will
monitor those events according to the NPDES permit. KBP review: It's not important at this point in our
permitting process that the N01 was presented with significant inaccuracies as to the regulatory status of
the recycle system. And while a 2T design would hold -8.5", consider that if operated as designed the
Proposed recycle system has been represented to have a capacity of —7", a substantial fraction of the 2T
design, and would be expected to result in very infrequent overflows. Applicant acknowledges that
monitoring of overflows should be as per the wastewater portions of the NCG14 General Permit. KBP
conclusion: Applicant's N01 and add -info response establish an engineering approach that relies on the
proper operation of a large rec cle system capacity 7" rain),together with site procedural constraints
against washing out drum contents into the recycle system. These two aspects of engineering design
attempt to control TSS and pH discharges into the receiving wetlands and into the grassed swale of Outfall
#1. Applicant's response is 'ud ed sufficient to continue processing the permit. Permit action in response
to all four add -info letter items: Use an augmented COC requiring wastewater monitoring at Outfall #1
for every instance of a recycle system overflow, plus quarterly. For simplification, Outfall #1 will be
designated as a wastewater outfall, rather than sometimes a wastewater outfall, and sometimes a
stormwater outfall.
END
kbp

Pickle, Ken
From: [e-mail]
Sent: Friday, January 23, 2015 3:08 PM
To: Pickle, Ken
Subject: Re: Pending permit application for Morehead City Ready -mix plant
Hello Ken hope all is well . I have taken some time off this week. I will be in touch the first part of next week.
Have a good weekend Hank
Sent from my Verizon Wireless BlackBerry
From: "Pickle, Ken" <ken. pic kle@ncdenr. gov>
Date: Fri, 23 Jan 2015 18:45:26 +0000
To: [e-mail]<[e-mail]>
Cc: Wade, Larry<[e-mail]>; Bennett, Bradley<[e-mail]>
Subject: Pending permit application for Morehead City Ready -mix plant
Hi Hank,
We have been holding your application for a federal NPDES stormwater for the Morehead City ready -mix facility, our
application number NCG140438. Please contact us so that we can finish it. At the moment, any stormwater discharges
from an operating ready -mix facility would not be compliant with North Carolina rules and law.
Please call for me at the number below, or for Larry Wade at [phone].
Thanks,
Ken
Ken Pickle
Stormwater Program Specialist
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. ickleancdenr.gov
Website: http:/Zgortal,ncdenr.org/web/Ir/stormwater
** 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."

Pickle, Ken
From:
Wade, Larry
Sent:
Monday, February 02, 2015 10:50 AM
To:
Lambe, Brian
Cc:
Pickle, Ken
Subject:
RE: S & W Ready Mix Morehead City
Follow Up Flag: Follow up
Flag Status: Flagged
Hello Brian,
Thank you for your email. I am glad to see you are following up on these.
There is still no permit issued for this facility. We did not receive a response to the original additional information
request that was sent in September. I followed up with an email in November and December but did not receive a
response to either of these. Finally after leaving two messages on his telephone, he returned our call this week. Ken and
I spoke with him on a conference call and he assured us he would respond to our request sent in September.
Based on what you have described I would not hesitate to issue an NOV.
I have forwarded this email to Ken Pickle for his review. He may have an opinion, and will likely be the one to issue the
permit when the request is satisfied.
My last day at this job is Friday.
Thanks for your efforts Brian, we need more like you.
La rry
From: Lambe, Brian
Sent: Monday, February 02, 2015 9:55 AM
To: Wade, Larry
Cc: Sams, Dan; Pickle, Ken; Scott, Georgette
Subject: S & W Ready Mix Morehead City
What is the status of this NPDES permit application? Have they responded to the September 5, 2014 request for more
information?
The plant is operating and the manager needed to know what he needed to do. I was without the document until I
found it in the SW files. Currently, stormwater is comingling with the wastewater.
Brian Lambe
Environmental Specialist
Land Quality Section
NC Division of Energy, Mineral, and Land Resources
[phone]

E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

Prickle, Ken
From: Hank Gay < [e-mail] >
Sent: Tuesday, February 03, 2015 4:05 PM
To: Pickle, Ken
Subject: RE: Pending permit application for Morehead City Ready -mix plant
Attachments: S&W Morehead.docx
Follow Up Flag: Follow up
Flag Status: Flagged
Ken
I have attached the response to the additional info request. Please review and let me know if additional information will
be needed to resolve this matter. Thanks for your help!
Hank
From: Pickle, Ken [mailto:[e-mail]]
Sent: Friday, January 23, 2015 1:45 PM
To: [e-mail]
Cc: Wade, Larry; Bennett, Bradley
Subject: Pending permit application for Morehead City Ready -mix plant
Hi Hank,
We have been holding your application for a federal NPDES stormwater for the Morehead City ready -mix facility, our
application number NCG140438. Please contact us so that we can finish it. At the moment, any stormwater discharges
from an operating ready -mix facility would not be compliant with North Carolina rules and law.
Please call for me at the number below, or for Larry Wade at [phone].
Thanks,
Ken
Ken Pickle
Stormwater Program Specialist
NCDENR I DEMLR i Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken.i)[e-mail]
Website: htto://i)ortal.ncdenr.org/web/Ir/`stormwater
** 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.**

Confidentiality Notice: This message including files attached to it, may contain confidential information that is intended only for use
of the Addressee(s) names above. If you are not an intended recipient any dissemination or copying of the information contained in
this message or the taking of any action in reliance upon the information is strictly prohibited. If you have received this message in
error, please notify the sender immediately by return Email or by phone and delete the original transmission and any attachments
without reading or saving in any manner. Thank you.

OSEIRIVICES & W READY MIX CONCRETE Co., Inc.
P.O. Box 400 - Castle Hayne,NC 28429 910-602-6100 Fax [phone]
P. O. Box 872 - Clinton, NC 28329 910-592-1733 Fax [phone]
ALITY
February 3, 2015
Division of Energy, Mineral and Land Resources
Energy Section - Geological Survey Section
Land Quality Section
Attn: Mr. Larry Wade PE
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: S&W Ready Mix
Additional Information Request
Carteret County
Dear Mr. Wade:
This is in response to the additional information request letter concerning the NPDES permit for
the 5161 Business Drive located in Morehead City NC, dated September 5, 2014.
1. There will be a potential for storm water and process water to comingle and discharge from the
retention basin, located adjacent to the truck wash down area, during a heavy rain event. Any
inadvertent discharge would flow south, approximately 200 feet, into a drainage swale and then
sheet flow to the level spreader located at the Southeast corner of the development. This would
be considered a process water discharge covered under the NPDES permit and would be
monitored as such.
2. Water from a well located on the site will be used to irrigate aggregates at the site. Sprinklers
are also on timers to prevent over saturation and run-off from occurring.
3. Admixtures will be used to stabilize water and eliminate the need to discharge process water
from the drum prevent discharges of process water. This water will remain inside the drum and
be utilized for batching concrete the next day. However, if there is a need to discharge any rinse
water it will be discharged into the retaining basin located at the truck wash down area.

4. The retention basin located adjacent to the truck wash down area has not been designed to
contain the 25 year 24 hour storm event. There will be a potential for occasional over flow
during heavy rain events. Process water discharges will be monitored according to the NPDES
permit.
If you have any additional questions concerning this matter, please do not hesitate to contact me at
(910) 284- 2664, or email at hg [e-mail].
Sincerely,
Hank Gay
S&W Ready Mix

Pickle, Ken
From:
Sent:
To:
Subject:
Attachments:
Follow Up Flag:
Flag Status:
Please read attached.
Hank Gay < [e-mail] >
Wednesday, February 04, 201S 1:16 PM
Pickle, Ken
FW: Our recent meeting
Notice of Inspection Supply.pdf
Follow up
Flagged
From: Hank Gay [mailto:[e-mail]]
Sent: Thursday, August 14, 2014 3:15 PM
To: 'Pickle, Ken'
Subject: RE: Our recent meeting
Ok thanks just checking. I have attached the inspection report the Supply plant FYI. This may be helpful during meeting.
From: Pickle, Ken [ma ilto: ken. pickle@ ncdenr.gov]
Sent: Thursday, August 14, 2014 3:06 PM
To: Hank Gay
Cc: Wade, Larry
Subject: RE: Our recent meeting
Hi Hank, sorry to be slow responding.
Yes, we received it and it has been assigned to Larry Wade in our group. Larry and I will be meeting on it tomorrow to
go over the connection with the state stormwater permit issued by our folks in Wilmington. We have to be sure how
the two different permits are going to work together.
Ken Pickle
Environmental Engineer
NCDENR I DEMLR I Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: ken. pickle@ncdenr goy
Website: htti)://portal.ncdenr.org/web/Ir/stormwater
** 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: Hank Gay [mailto:h ag [e-mail]]
Sent: Thursday, August 14, 2014 12:01 PM
To: Pickle, Ken
Subject: RE: Our recent meeting
Ken hope all is well!

Have you received application yet? I mailed it to your attention July 31 and receipt said expected delivery would be Aug
Hank
From: Pickle, Ken [mailto:ken. [e-mail]]
Sent: Thursday, August 07, 2014 12:56 PM
To: Hank Gay
Subject: Our recent meeting
Hi Hank,
I'm looking over hand notes from the past two weeks, and I see that we met last Tuesday. But I don't have any notes
that indicate any follow up actions by me. Do I still owe you anything on the new site in Bolivia/Supply?
Ken
Ken Pickle
Environmental Engineer
NCDENR I DEMLR E Stormwater Permitting Program
1612 Mail Service Center, Raleigh, NC 27699-1612
512 N. Salisbury St, Raleigh, NC 27604
Phone: [phone]
Fax: [phone]
Email: [e-mail]
Website: http://portal.ncdenr.org/web/Ir/stormwater
** 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.**
Confidentiality Notice: This message including files attached to it, may contain confidential information that is intended only for use
of the Addressee(s) names above. If you are not an intended recipient any dissemination or copying of the information contained in
this message or the taking of any action in reliance upon the information is strictly prohibited. If you have received this message in
error, please notify the sender immediately by return Email or by phone and delete the original transmission and any attachments
without reading or saving in any manner. Thank you.

Wade, Larry
From: Wade, Larry
Sent: Wednesday, December 10, 2014 10:17 AM
To: '[e-mail]'
Cc: Georgoulias, Bethany; Bennett, Bradley; Pickle, Ken
Subject: NCG140438 S&W Ready Mix - Morehead Plant
Attachments: NCG140438 Add Info 1.doc
Hello Hank,
I sent you a request for additional information on the subject application on September 5; 2014. As of today, we have
not received a reply. In accordance with North Carolina water quality rules in 15A NCAC 02H .0100 , we may return the
application as incomplete if a response to our request for additional information is not received within 60 days. (The
specific relevant North Carolina water quality rules may be found at 15A NCAC 02H .0106(a); and at 02H .0107(b)).
It is not our objective to return the project. We would like to assist you in the permitting of your facility prior to
beginning operation; however, we need a response from you in order to complete the process.
I have attached a copy of the letter that was sent to you on September 5, 2014 for your review.
Although you have received a Low Density Permit for stormwater discharges, that permit does not substitute for the
NPDES stormwater permit required, nor address the potential for industrial wastewater discharges from your facility.
We encourage you to complete the process for permitting the facility through the NPDES General Permit process for
Ready Mix Concrete facilities. Should a wastewater discharge or stormwater discharge occur from your facility without
the required permit, you may be subject to enforcement action for the discharge.
Please let me know how you wish to proceed with the permit application.
Larry W. Wade PE Telephone: [phone]
Fax: [phone]
Stormwater Permitting Program
North Carolina Department of Environment & Natural Resources
Division of Energy Mineral and Land Resources
1612 Mail Service
942S
Raleigh, NC 27699-1612
Physical Address - 512 N. Salisbury St. Room
Raleigh, NC 27604
************************This is a government E-mail address****************************
*********E-mails sent and received from this address can be disclosed to third parties************

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, III
Governor Secretary
September S, 2014
Mr. Hank Gay
S & W Ready Mix Concrete Company, LLC
P. 0. Box 872
Clinton, NC 28329
Subject: Additional Information Request
S & W Ready Mix - Morehead Plant
Carteret County
Dear Mr. Gay:
The Stormwater Permitting Program received a National Pollutant Discharge
Elimination System (NPDES) application for the subject facility in our office on August 5,
2014. After a review of the application package, we are requesting additional information
on the following items;
1. The proposed site plan has been permitted as a Low Density project through
our Wilmington Regional Office under State Stormwater Management Permit
No. SW8140210. The wastewater discharges were not clearly indicated during
your Low Density Permit application, and are not allowed under this permit.
2. Surface flows from wetting of aggregate in the Aggregate Storage area on the
site plan will flow into a grassed swale untreated. Please indicate the source of
water proposed for this purpose. If the water is from a municipal or drinking
water supply source it is of less concern; however, if the source is from the
proposed recycle system it may be a more significant concern due to the
potential for high pH.
3. Please indicate the truck washout area proposed on the site plan. This area is a
concern because it may contribute to untreated wastewater flows, and may also
cause an increase in your impervious area and will affect the limitations noted
on your State Stormwater Management Permit SW8140210.
4. Your application indicates you are proposing a closed loop recycle system that
meets 15A NCAC 02T .1000. This type of system is permitted through the
Aquifer Protection Section of the Division of Water Resources and must contain
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section - Land Duality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612.919-707-92001 FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: hhtt :/Iportal.nrdenr.org/webA
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

the 25 year 24 hour storm event as required by NC rule in both 15A NCAC 02T
.1003 (a)(2) , and 15A NCAC 02T .1005 (b)(6). The Closed Loop Recycle System
(CLRS) proposed is noted to contain only the seven year storm event. For this
reason, it is not considered a CLRS, but rather a wastewater discharge for the
purpose of our permit. If you are proposing a closed loop recycle system, you
will be required to apply for this permit through the Division of Water
Resources and meet the conditions.
Please be aware that you are responsible for meeting all requirements set forth in
North Carolina rules and regulations. Any oversights that occurred in the review of
the subject application package are still the responsibility of the applicant. In
addition, any omissions made in responding to the above items shall result in
future requests for additional information.
If you have any questions concerning this permit, please contact me at telephone
number [phone], or email at larry.wade@ncderingov .
Sincerely,
Larry W. Wade PE
cc: Wilmington Regional Office - Georgette Scott
James H. Fentress, Jr., PE - Stroud Engineering P.A.
Central Files
Stormwater Permitting Program Files
Ken Pickle, DLR, Stormwater Permitting Program
Jon Risgaard, DWR, APS, Land Application Unit

"! I
Wade, Larry
From: Scott, Georgette
Sent: Wednesday, August 27, 2014 10:52 AM
To: Wade, Larry
Cc: Pickle, Ken; Sams, Dan
Subject: RE: NCG140438 S & W Ready Mix
Larry,
I looked at the site plan that you forwarded. It tells me what I already knew, that the operation drains towards the state
stormwater Swale. I did see the notes about the co -mingled stormwater and wastewater on the plans you sent. These
notes were not on the state stormwater plans. I agree with you that it appears they are going to have a unpermitted
wastewater discharge.
Georgette
From: Wade, Larry
Sent: Friday, August 15, 2014 1.25 PM
To: Scott, Georgette
Cc: Pickle, Ken
Subject: RE: NCG140438 S & W Ready Mix
Georgette,
After a review and discussion with Ken Pickle, we decided you may be interested in looking at the site plan that was
submitted as part of the NPDES stormwater permit.
am sending a copy to you through inter -office mail. You should get it by Tuesday.
We think you were absolutely justified in your concern. Specifically, look at the hand written notes identifying the outfall
locations. Were they on the plan when you issued SW8140210?
It appears to us there will be an untreated wastewater discharge.
Also on the NQI the closed loop system he notes, does not meet the 2T requirements, and no permit has been applied
for.
Thanks for your awareness on this one.
From: Scott, Georgette
Sent: Thursday, August 14, 2014 1:18 PM
To: Wade, Larry
Subject: RE: NCG140438 S & W Ready Mix
We have seen other sites with closed loop recycle system that still seem to be sending wastewater into the stormwater
swales etc. I would like to see their operation manuals.
From: Wade, Larry
Sent: Thursday, August 14, 2014 10:13 AM

To: Scott, Georgette
Subject: RE: NCG140438 S & W Ready Mix
Thanks for your comments Georgette. There is a closed loop recycle system noted on the plans. I have requested
information on the status of this permit review. I will catch you up when I find out more.
From: Scott, Georgette
Sent: Thursday, August 14, 2014 9:13 AM
To: Wade, Larry
Cc: Sams, Dan
Subject: RE: NCG140438 S & W Ready Mix
Larry,
Yes we did issue a state stormwater permit for this site. The one concern I have is that we approved this as a low
density. The swales direct stormwater to the wetlands and this is located near SA waters. How are they proposing to
keep the process wastewater out of our swales?
These Ready Mix sites are notorious for allowing wastewater to drain into our swales or ponds and overflowing into the
wetlands and streams. I would like to know what their pollution prevention plan says for the prevention of this.
Georgette
From: Wade, Larry
Sent: Wednesday, August 13, 2014 3:48 PM
To: Scott, Georgette
Subject: RE: NCG140438 S & W Ready Mix
That'ts the first time I ever did that!
From: Scott, Georgette
Sent: Wednesday, August 13, 2014 3:15 PM
To: Wade, Larry
Cc: Sams, Dan
Subject: RE: NCG140438 S & W Ready Mix
Larry,
There is no N01 attached.
Georgette
From: Wade, Larry
Sent: Wednesday, August 13, 2014 12:31 PM
To: Scott, Georgette
Cc: Sams, Dan
Subject: NCG140438 S & W Ready Mix
Hello Georgette,
Please review the attached N01 and let me know if you have any concerns with issuing a permit for the subject facility.
I realize you issued stormwater permit SW8 140210 already, so I will not send a site plan to you unless you need it.
Thanks,

Larry W. Wade PE Telephone: [phone]
Fax:.[phone]
Stormwater Permitting Program
North Carolina Department of Environment & Natural Resources
Division of Energy Mineral and Land Resources
1612 Mail Service Physical Address - 512 N. Salisbury St. Room
942S
Raleigh, NC 27699-1612 Raleigh, NC 27604
is a government E-mail address****************************
*********E-mails sent and received from this address can be disclosed to third parties************

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Service
Quality
July 30, 2014
S & W Ready Mix Concrete Company
P.O. Box 872 - Clinton, NC 28329 • 910-592-1733 • Fax: [phone]
Storm Water Permitting Unit Program
Division of Energy, Mineral and Land Resources
Attn: Mr. Ken Pickle
1612 Mail Service Center
Raleigh, NC 27699-1612
Dear Mr. Pickle,
S&W Ready Mix is applying for coverage under the NPDES permit NCG14000 for a Ready Mix Concrete
plant to be located at 5161 Business Drive Morehead City. The scheduled date for the facility to begin
operation is=.November 1, 2014.
There will be 3 discharge points that will convey storm water and/or process water away from the
property. Outfall #1, on the attached site plan, has the potential to discharge process water comingled
with storm water during some rainfall events. Outfalls ##2 and #3 will be storm water discharges only.
Discharges at all 3 locations will be controlled by a level spreader.
During a recent inspection of an existing facility located in the Wilmington region, the inspector
informed me that process water is not allowed to be discharged into a state storm water basin treated
or untreated.
In our meeting at your office concerning the new Morehead City facility, located in the Wilmington
region as well, and also during recent discussions I have had with the inspector concerning the Supply
plant we discussed the potential for the state storm water permit to be modified in some way to allow
for a comingled discharge to occur. The two locations are very similar in nature and any potential
modification could apply to both locations in my opinion.
Thank you for taking time out of your busy schedule to meet with me to discuss the NPDES application
and please do not hesitate to contact me if you need additional information or have any questions
concerning the attached application or site plan.
Sincerely,
/1 j
Hank Gay

I FOR AGENCY USE ONLY I
A0,
Division of Energy, Mineral and Land Resources
Land Quality Section
NCDENRNational
Pollutant Discharge Elimination System
NaR,H GnRDUNn oEw,RrNErrr
ENVIRDNNEM I.ND NPTJRAL RESOURCE°
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NCGI40
NOTICE OF INTENT AUG 0 5 2014
National Pollutant Discharge Elimination System applic ti r AU
NCG140000: a srornv*-atw
I Year I Month I Dav I
r (teneral Permit
trt
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code: 3273 and like activities - Ready Mixed Concrete
This NOI may be an application to discharge process wastewater. NCG140000 contains effluent limitations for
process wastewater discharges. Wastewater discharges must meet the requirements of these effluent
limitations. An exceedence of any of these limitations will result in a violation of the permit conditions.
For questions, please contact the DEMLR Central Office or Regional Office in your area. (See page 6)
(Please print or type)
1) Mailing address of ownerloperator (official address to which all permit correspondence will be
mailed): (Please print or type all entries in this application farm.)
Legal Owner Name S&W Ready Mix Concrete Company LLC
(Please attach the most recent Annual Report to the NC Secretary of State showing the current legal name. Alternatively this
permit can be given to an individual)
Signee's Name (as signed for in question 29 below) Nathan Henry Gay Jr _
Street Address PO Box 872
City Clinton State NC ZIP Code 28329
Telephone No. 910- 284-2664 Email hgav a.snwreadymix.com
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
S&W Readv Mix — Morehead Plant
Hank Gay
5161 Business Drive
Morehead Citv
Carteret
State NC _ ZIP Code 28329
252-726-2566 Fax: [phone]
3) Physical location information:
Please provide narrative directions to the facility (use street names, state road numbers, and distance and
direction from a roadway intersection). Take NC 24 East at the intersection of hwy 70 go straight which
becomes Bridges St extension. Turn left onto Gloria Down Road. Take first left onto Business Drive
and nroiect is approx. 4 miles on the left.
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.)
4) Latitude 34 44' 35 N Longitude 76 48' 20 W (deg, min, sec)
5) This NPDES Permit Application applies to the following (check all that apply):
X New or Proposed Facility Date operation is to begin November 2014
❑ Existing Facility Permit #
Page 1 of 7
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NCG140000 N.O.I.
6) Consultant's application information:
Consultant:
Consulting Firm: -
-(
Mailing Address:
City:
State:
Phone:( }
Email:
Zip Code.
Fax.
(Optional)
Staple Business Card Here:
7) Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary
industrial activity at this facility:
SIC Code: 3273
8) Provide a brief description of the types of industrial activities and products produced at this facility:
(Attach a site diagram showing the process areas present at this facility.)
Ready Mix Concrete Plant
Stormwater Discharge, Wastewater Treatment $ Discharge and Permitting Information
9) Discharge points 1 Receiving waters:
Number of discharge points (ditches, pipes, channels, etc.) that convey stormwater and/or wastewater from
the property:
Stormwater-only. _2 Wastewater -only: Wastewater Commingled with Stormwater.- 1
For new facilities: Expected date of commencement of discharge: November 2014
What is the name of the body or bodies of water (creek, stream, river, lake, etc.) that the facility stormwater
and/or wastewater discharges end up in? Hull Swamp
Receiving water classification(s), if known: Class C waterbod in the White Oak River Basin
If the site stormwater discharges to a separate storm sewer system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer). N/A
Will this facility discharge wastewater to SA (Shellfishing) waters? ❑ Yes X No
Note: Discharge of process wastewater to receiving waters classified as WS-11 to WS-V or SA must
be approved by the N.C. Division of Water Resources, Public Water Supply Section. If DWR
does not approve, coverage under NCG140000 cannot be granted. No new discharges of
process wastewater are permitted in receiving waters classified as WS-1 or freshwater ORW.
10) Each applicant shall provide the following information (attach additional sheets as necessary):
• Two (2) site plans depicting the facility or site with numbered outfalls which indicate stormwater and
wastewater outfalls. The plans shall legibly show. at a minimum, (existing or proposed):
o Outline of drainage areas with topographical lines and features
o Stormwater/wastewater treatment structures
o Location of numbered stormwater/wastewater outfalls (corresponding to which drainage areas)
o Runoff conveyance structures
o Areas and acreage where materials are stored
o Impervious area acreages
o Location(s) of streams and/or wetlands the site is draining to, and any applicable buffers
o Site property lines, North Arrow, and bar scale
Page 2 of 7
SVVU-229-07122011 Last revised 7/2114

NCG140000 N.O.I.
o If applicable, the 100-year floodplain line
o Acreage of each stormwater and wastewater topographical area
o Each of the facilities' wastewater or stormwater source and discharge structures and each of its
hazardous waste treatment, storage, or disposal facilities
o Site location (insert)
Site plans shall be 24" x 36" in size.
• Line drawing and description: A line drawing of the water flow through the facility. A pictorial
description of the nature and amount of any sources of water and any collection and treatment measures.
• A narrative description and identification of each type of process, operation, or production area which
contributes wastewater to the effluent for each outfall, and a description of the treatment the wastewater
receives (or will receive), including the ultimate disposal of any solid or fluid wastes other than by
discharge. Processes, operations, or production areas may be described in general terms (e.g. "ash
silo").
11) Does the applicant have any unresolved Notice of Violations (NOVs)?
X No ❑ Yes
Wastewater.,
12) What types of wastewater does your facility generate or discharge?
Type of Authorized Wastewater
Generate
Discharge
Sent to WW
Treatment
System
Vehicle and equipment cleaning (VE)
X
❑
Wetting of raw material stockpiles (RM)
X
X
❑
Mixing drum cleanin MD
X
X
❑
Further explanation, if necessary:
13) Will your facility spray -down or actively wet aggregate piles?
❑ No X Yes
14) Does the facility use any of the following on site?
❑ Phosphorus -containing Detergents
❑ Brighteners ❑ Other Cleaning Agents
X Non -Phosphorus -containing Detergents
❑ Other:
15) Are wastewater treatment facilities planned in the 100-year flood plain?
X No ❑ Yes
16) Does your facility use or plan to use a recycle system, or recycle components in your treatment system?
X Yes ❑ No
If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
7 year, 24-hr rainfall event
Page 3 of 7
SWU-229-07122011 Last revised 712114

NCG140000 N.O.I.
17) Will your facility build a closed -loop recycle system that meets design requirements in 15A NCAC 02T
r 1000 and hold your facilities' working volume'?
1
X Yes ❑ No
Will your facility discharge wastewater to surface waters?
❑ Yes X No
If the facility's treatment system meets the design requirements of 15A NCACO2T .1000 (including
holding the 25-year, 24-hour storm plus one foot of freeboard), holds the working volume of your site,
and does not discharge wastewater to surface waters, you may not be required to obtain an NPDES
permit for wastewater discharges. If you believe this is the case, please contact DEMLR's Aquifer
Protection Section Land Application Unit Central Office Supervisor or staff (1636 Mail Service Center,
Raleigh, NC 27699-1636) for more information on obtaining the necessary permits or approvals. If you will
discharge wastewater or stormwater to surface waters, please continue to apply for a permit to discharge
associated with ready -mixed concrete or like operations under NCG140000. For further questions, please
contact DEMLR's Stormwater Permitting Unit Staff.
18) A wastewater treatment alternatives review is required by 15A NCAC 2N.01 fly (c)(2) for any new or
expanding water pollution control facility's discharge in North Carolina. You may attach additional sheets.
a) What wastewaters were considered for this alternatives review? ❑ VE ❑ RM ❑ MD
b) Connection to a Municipal or Regional Sewer Collection System:
i) Are there existing sewer lines within a one -mile radius? ..................................... ❑ Yes X No
(1) If Yes, will the wastewater treatment plant (WWTP) accept the wastewater? .... ❑ Yes ❑ No
(a) If No, please attach a letter documenting that the WWTP will not accept the wastewater.
(b) If Yes, is it feasible to connect to the WWTP? Why or why not?*
c) Closed -loop Recycle System (must meet design requirements of 15A NCAC 2T .1000):
i) Are you already proposing a closed -loop recycle system (CLRS)? X Yes ❑ No
(1) If Yes, contact DEMLR's Aquifer Protection Section's Land Application Unit
(2) If No, is this option technologically feasible (possible)? Why or why not?*
(3) If No, is it feasible to build a CLRS on your site? Why or why not?*
(4) What is the feasibility of building a CLRS compared to direct surface water discharge?*
d) Surface or Subsurface Disposal System (e.g., spray irrigation):
i) Is a surface or subsurface disposal technologically feasible (possible)? ... ................. ❑ Yes X No
See DWQ's Aquifer Protection Section Land Application Unit's Water Balance Calculation Policy for more information, on DWQ LAU's
website httP://gortal.ncdenr.of-q/web/wglapstlautpolicies for more information.
Page 4 of 7
SWU-229-07122011 Last revised 712114

NCG140000 N.O.I.
Why or Why not?
ii) Is a surface or subsurface disposal system feasible to implement?* ...........................❑ Yes X No
Why or Why not?
iii) What is the feasibility of employing a subsurface or surface discharge as compared to a direct
discharge to surface waters?*
e) Direct Discharge to Surface Waters: Is discharge to surface waters the most environmentally sound
alternative of all reasonably cost-effective options of the wastewaters being considered?*...X Yes ❑ No
i) If No, contact DEMLR's Land Application Unit to determine permitting requirements.
f) If this review included all wastewater discharge types, would excluding some types (e.g. raw
stockpile wetting) make any of the above non -discharge options feasible? .............. ❑ Yes ❑ No
You may be asked to provide further information to support your answers to these questions after the initial review.
Feasibility should take into account initial and recurring costs.
Stormwater:
19) Does this facility employ any best management practices for Stormwater control? ❑ No X Yes
If yes, please briefly describe:
20) Does this facility have a Stormwater Pollution Prevention Plan? ❑ No X Yes
If yes, when was it implemented?
21) Are vehicle maintenance activities (VMA) occurring or planned at this facility? X No ❑Yes
If yes, does your VMA area discharge into your wastewater treatment device? ❑ No ❑ Yes
OtherlPermitting:
22) Does this facility have a Division of Land Resources Erosion & Sedimentation Control (E&SC) Permit?
❑ No X Yes
If yes, list the permit numbers for all current E&SC permits for this facility: CARTE-2014-001
23) Is your facility subject to Phase II Post -Construction Area? ❑ Yes X No
If yes, who is the permitting authority?
24) Is your facility located in one of the 20 Coastal Counties? X Yes ❑ No
Is your facility adding more than 10,000 ftz of built -upon area or CAMA Major Permit? X Yes ❑ No
Page 5 of 7
SWU-229-07122011 Last revised 712114

NCG140000 N.O.I.
25) Is your facility discharging wastewater (treated or untreated) such as water from wetting of aggregate piles,
drum rinse -out, or vehicle and equipment cleaning to a stormwater BMP? No X Yes
If yes, please attach your approval from the permitting authority to do so.
26) Does this facility have any other NPDES permits? X No ❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
27) Does this facility have any Non -Discharge permits (ex: recycle permits)? X No ❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
28) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
X No ❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
X No ❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
d)
X No ❑ Yes
Type(s) of waste.
How is material stored:
Where is material stored:
How many disposal shipments per year:
Name of transport I disposal vendor:
Vendor address:
Final Checklist
This application will be returned as incomplete unless all of the following items have been included:
X Check for $100 made payable to NCDENR.
WWa
X This completed application and all supporting documentation. See Question 10.
X If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
or local designee: documentation verifying applicant has developed and submitted that Plan to the
governing agency (required per 15A NCAC 02H .0138).
VI X Two (2) site plans depicting the site plan with numbered outfalls which indicate stormwater and wastewater
t� outfalls. See Question 10.
X. A county map or USGS quad sheet with location of facility clearly marked.
29) Signatory Requirements (per 40 CFR 122.22)
All applications, reports, or information submitted to the Director shall be signed and certified.
a. All notices of intent to be covered under this General Permit shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this permit, a responsible corporate officer means: (a) a president,
secretary, treasurer or vice president of the corporation in charge of a principal business function, or any other person who performs similar
policy or decision making functions for the corporation, or (b) the manager of one or more manufacturing production or operating facilities
employing more than 250 persons or having gross annual sales or expenditures exceeding 25 million (in second quarter 1980 dollars), if
authority to sign documents has been assigned or delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, state, federal, or other public agency: by either a principal executive officer or ranking elected official.
Page 6 of 7
SWU-229-07122011 Last revised 7/2/14

r
NCG140000 N.O.I.
Certification: North Carolina General Statute 143-215.6 B(i) 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 this Article or a rule implementing this Article; or who knowingly makes a false statement of
a material fact in a rulemaking proceeding or contested case under this Article; or who falsifies, tampers with, or knowingly renders inaccurate
any recording or monitoring device or method required to be operated or maintained under this Article or rules of the [Environmental
Management] Commission implementing this Article shall be guilty of a Class 2 misdemeanor which may include a fine not to exceed ten
thousand dollars ($10,000).
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 Person Signing: Hank Gay
Title: I ,environmental Director
(Signature of Applichnt)
I -3e -7M1
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $100.00 made payable to: NCDENR
Mail the entire package to:
Stormwater Permitting Unit Program
Division of Energy, Mineral and Land Resources
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DEMLR Regional Office for your area.
DEMLR Regional Office Contact Information:
Asheville Office ...... [phone]
Fayetteville Office
... [phone]
Mooresville Office
... [phone]
Raleigh Office ........
[phone]
Washington Office
...[phone]
Wilmington Office
... [phone]
Winston-Salem ......
[phone]
Central Office .........
[phone]
Page 7of7
SWU-229-07122011
Last revised 712l14

I�&]n7&8O§l&O&9&OI:§&OO[�&2&O2■

B
CERTIFICATE OF PLAN APPi80VAL
o'�STo T� nf�
rlyi � O,p
The..posting of this certificate certifies- that an erosion and sedimentation control plan has been
approved for this project by the North Carolina Department of Environment and Natural Resources
in accordance with North Carolina General Statute 113A — 57 (4)-sand 113A — 54 =(d) (4) and
North Carolina Administrative Code; Title 15A, Chapter 4B.0107 (c). This certificate must be
posted at the primary entrance of the job site before construction begins and until establishment of
permanent groundcover as required by North Carolina Administrative Code, Title 15A, Chapter
4B .0127 (b) .
� g W 1�tD'Y- -/X-.00AJCXC;z &440D 10
Project Name and Location
.r
Z®�
VM.
Date of Plan Approval - Regional rngineer
NC®ENR
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North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Lands Resources
Land Quality Section
Tracy E. Davis, PE, CPM Pat McCrory, Governor
Director John E. Skvarla, 111, Secretary
February 28, 2014
LETTER OF APPROVAL wi,m MODIFICATIONS AND
PERFORMA-LANCE RESERVATIONS
S & `V Ready Mix
ATTN : Mr. Hank Gay
PO Box 872
Clinton, NC 28329
RE: Project Name: S & W Ready Mix Concrete Morehead City
Project ID: CARTE-2014-001 Acres Approved: 12
County: Carteret, Business Drive, Morehead City
River Basin: White Oak Stream Classification: Other
Submitted By: ,lames Fentress Jr., PE, Stroud Engineering, PA
Date Received by LQS: February 6, 2014
Plan Type: New
Dear Mr, Gay:
This office has reviewed the subject erosion and sedimentation control plan and hereby issues this
Letter of Approval with Modifications and Performance Reservations. A list of the modifications
and reservations is attached. This plan approval shall expire three (3) years following the date of
approval, if no land -disturbing activity has been undertaken. as is required by Title 15A NCAC 4B
.0129. Should the plan not perform adequately, a revised plan will be required (G.S:
113A-54. I)(b).
Please be aware that your project will be covered by the enclosed NPDES Construction Stormwater
General Permit NC6010000. Please become familiar,,vith all the requirements and conditions of
this permit in order to achieve compliance.
Please be advised that Title 15A NCAC 4B .0118(a) requires that a copy of the approved erosion
control plan be. on file at the job site. Also, you should consider this letter to give the Notice
required by G.S. 113A-61.1(a) of our right of periodic inspection to insure compliance with the
approved plan.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone:[phone] Fax [phone]

Letter of Approval with Modifications and Performance Reservations
Project: S & W Ready Mix Concrete Morehead City
February 28, 2014
Page 2 of 4
North Carolina's Sedimentation Pollution Control Program is performance -oriented, requiring
protection of existing natural resources and adjoining properties. If, following the commencement
of this project, it is determined that the erosion and sedimentation control plan is inadequate to meet
the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina General
Statute 1 13A-5I thru 66), this office may require revisions to the plan and implementation of the
revisions to insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State
water quality laws, regulations, and rules. In addition; local city or county ordinances or rules may
also apply to this land -disturbing activity. This approval does not supersede any other permit or
approval.
Please note that this approval is based in part on the accuracy of the information provided in the
Financial Responsibility Form, which you have provided. You arc requested to file an amended
form if there is any change in the information included on the form. In addition, it would be helpful
if you notify this office of the proposed starting date for this project. Please notify us if you plan to
have a preconstruction conference.
Your cooperation is appreciated
Sincerely,
Daniel Sams, PE
Regional Engineer
Land Quality Section
Enclosures: Certificate of Approval
Modifications and Performance Reservations
NTDES Pen -nit
cc: James Fentress Jr., PF,
DWQ Regional Supervisor

. ,
4
Letter of Approval with Modifications and Performance Reservations
`1
Project: S & I Ready Mix Concrete Morehead City
February 25, 2014
Page 3 of 4
MODIFICATIONS AND PERFORMANCE RESERVATIONS
Project Name: S & W Ready Mix Concrete Morehead City
Project 1D: CARTE-2014-001
County: Carteret
4. This plan approval shall expire three '(3) years following the date of approval, if no land
disturbing activity has been undertaken, as is required by Title 15A NCAC 4B .0129.
2. The developer is responsible for the control of sediment on site. If the approved
erosion and sedimentation control measures prove insufficient, the developer must take
those additional steps necessary to stop sediment from leaving this site. Each
sediment storage device must be inspected after each storm event. Maintenance
and/or clean out is necessary anytime the device is at 50% capacity. All sediment
storage measures will remain on site and functional until all grading and final
landscaping of the project is complete.
3. Any and all existing ditches on this project site are assumed to be left undisturbed by the
proposed development unless otherwise noted. The removal of vegetation within any
existing ditch or channel is prohibited unless the ditch or channel is to be regarded with
side slopes of 2 horizontal to 1 vertical or less steep. Bank slopes may be mowed, but
stripping of vegetation is considered new earth work and is subject to the same erosion
control requirements as new ditches.
4. The developer is responsible for obtaining any and all permits and approvals necessary
for the development of this project prior to the commencement of this land disturbing
activity. This could include our agency's Stormwater regulations and the Division of
Water Resources' enforcement requirements within Section 401 of the Clean Water Act,
the U.S. Army Corps of Engineers' jurisdiction of Section 404 of the Clean Water Act,
the Division of Coastal Management's CAMA requirements, the Division of Solid Waste
Management's landfill regulations, the Environmental Protection Agency and/or The U.S.
Army Corps of Engineers jurisdiction of the Clean Water Act, local County or
Municipalities' ordinances, or others that may be required, This approval cannot
supersede any other permit or approval; however, in the case of a Cease and Desist
Order from the Corps of Engineers, that Order would onl apply to wetland areas. All
highland would still have to be in compliance with the N_. Sedimentation Pollution
Control Act.
If any area on site falls within the jurisdiction of Section 401 or 404 of the Clean Water
Act, the developer is responsible for compliance with the requirements of the Division of
Water Resources (DWR), the Corps of Engineers and the Environmental Protection
Agency (EPA) respectively. Any erosion control measures that fail within jurisdictional
wetland areas must be approved by the aforementioned agencies prior to installation.
The Land Quality Section must be notified of a relocation of the measures in question to
the transition point between the wetlands and the uplands to assure that the migration of
sediment will not occur. If that relocation presents a problem or contradicts any
requirements of either DWR, the Corps, or the EPA, it is the responsibility of the
developer to inform the Land Quality Section regional office so that an adequate
contingency plan can be made to assure sufficient erosion control, remains on site.
Failure to do so will be considered a violation of this approval.

" 'V
Letter of Approval with Modifications and Performance Reservations
Project: S & W Ready Mix Concrete Morehead Cite
February 28, 2014
Page 4 of 4
6. Any borrow material brought onto this site must be from a legally operated mine or
other approved source. Any soil waste that leaves this site can be transported to a
permitted mine or separately permitted construction sites without additional permits.
Disposal at any other locatbn would have to be included as a permit revision for this
approval.
7. This permit allows for a land disturbance, as called for on the application plan, not to
exceed twelve (12) acres. Exceeding that acreage will be a violation of this permit
and would require a revised plan and additional application fee. Any addition in
impervious surface, over that already noted on the approved plan, would also require
a revised plan to verify the appropriateness of the erosion control measures and
stormwater retention measures.
8. The construction detail for the proposed silt fence requires reinforcing wire and steel
posts a maximum of eight (8) feet apart. Omission of the reinforcing wire is a
construction change that necessitates more posts for support, i.e., the spacing
distance needs to be reduced to no greater than six (6) feet apart.
s. Because the sediment traps and basins are shown on the plan as the primary
sedimentation and erosion control devices on this project, it is necessary that the traps
and basins and their collection systems be installed before any other grading takes
place on site, and that every structure that receives more than one acre of drainage is
built so that each dewaters only from the surface. If that proves to be impractical, a
revised plan must be submitted and approved that addresses erosion and sediment
control needs during the interim period until the traps and basins are fully functioning.
io. A graveled construction entrance must be located at each point of access and egress
available to construction vehicles during the grading and construction phases of this
project. Access and egress from the project site at a point without a graveled
entrance will be considered a violation of this approval. Routine maintenance of the
entrances is critical.
11. As a condition of the provided NPDES General Stormwater Permit, groundcover
stabilization must meet specific time frames. Slopes (including cuts, fills, and ditch
banks) that are steeper than 3 horizontal to 1 vertical left exposed will, within seven (7)
calendar days after completion of any phase of grading, be provided with groundcover.
Slopes that are 3 horizontal to 1 vertical or flatter will be provided with groundcover
within fourteen (14) calendar days.
12. As a part of routine monitoring of the approved land disturbing activity, the financially
responsible party shall assure inspections of the area covered by the approved plan
after each phase of the plan has been completed and after establishment of temporary
ground cover in accordance with North Carolina General Statute 113A 54.1(e).

UNITED STATES -- DEPARTMENT OF THE INTERIOR — GEOLOGICAL SURVEY
SCALE 1:24 000
1 .5 0 KILOMETERS 1 2
IODO 0 METERS 1000 2000
1 .5 0 1
MILES
1006 0 1000 20DO 3000 4000 5000 6000 7000 8000 9000 10 000
FEET N
CONTOUR INTERVAL 5 FEET
NATIONAL GEODETIC VERrfM DATUM OF 1929
QUADRANGLE
*MANSFIELD, NC 1994
NEWPORT, NC 1994
7.5 MINUTE SERIES (TOPOGRAPHIC)
'INDICATES WHICH MAP SITE IS LOCATED ON
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North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 27, 2014
Mr. Russell A. Fink, Manager
Titan Carolina Concrete LLC
1151 Azalea Garden Rd,
Norfolk, VA 23502
Subject: State Stormwater Management Permit No. 5W8 140210
S&W Ready Mix Concrete
Low Density Project
Carteret County
Dear Mr, Fink:
John E. Skvarla, III
Secretary
The Wilmington Regional Office received a complete, Stormwater Management Permit Application for S&W Ready Mix
Concrete on March 25, 2014. Staff review of the plans and specifications has determined that the project, as proposed,
will comply with the Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000, We are
forwarding Permit No. SW8 140210, dated March 27, 2014, for the construction of the built -upon area associated with
the subject project.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the conditions and
limitations as specified therein, and does not supersede any other agency permit that may be required. Please pay
special attention to the conditions listed in this permit regarding the Operation and Mainterance of the BMP(s),
recordation of deed restrictons, procedures for changes of ownership, and transferring the permit. Failure to establish
an adequate system for operation and maintenance of the stormwater management system, to record deed restrictions,
or to transfer the permit, will result in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
adjudicatory hearing by filing a written petition with the Office of Administrative Hearings (OAK). The written petition
must conform to Chapter 150E of the North Carolina General Statutes, and must be filed with the OAH within thirty (30)
days of receipt of this permit. You should contact the OAK with all questions regarding the filing fee (if a fling fee is
required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC 27699-6714, or via telephone
at 919-431-3000, or visit their website at wwvr.NCOAH.com. Unless such demands are made this permit shall be final
and binding. If you have any questions, or need additional information concerning this matter, please contact Kelly
Johnson at [phone].
Sinc6rely,
Aa. Tracy Qis, P.E., Director
Division of Energy, Mineral and Land Resources
GDS/kpj: GAWDShared\Stormwater`tiPermits & Projects12014\140210 LD 014 03 permit 140210
cc: Mr. James H. Fentress, Jr., PE
Inspector, Town of Morehead City
NCDOT District Engineer
Division of Coastal Management
Wilmington Regional Office Stormwater File
Division of Energy, Mineral, and Land Resources
Energy Section • Geological Survey Section • Land Quality Section
1612 Mail Service Center, Raleigh, North Carolina 27699-1612. 919-707-9200 / FAX: [phone]
592 North Salisbury Street, Raleigh, North Carolina 27604 •Internet: http:I/PortaE,ncdenr.oralvleb/Irl
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

State Stormwater Management Systems
Permit No. SW8 140210
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
LOW DENSITY DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as amended, and other
applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
Titan Carolina Concrete LLC
S&W Ready Mix Concrete
5161 Business Dr, Morehead City, Carteret County
FOR THE
construction, operation and maintenance of a 24% low density project in compliance with the provisions of Session Law
200E-211 and Title 15A NCAC 2H .1000 (hereafter collectively and separately referred to as the "stormwater rules") and
the approved stormwater management plans and specifications, and other supporting data as attached and on file with
and approved by the Division and considered a part of this permit.
The Permit shall be effective from the date of issuance until rescinded and shall be subject to the following specific
conditions and limitations:
1. DESIGN STANDARDS
The overall tract built -upon area percentage for the project must be maintained at 24% per the requirements of
the stormwater rules. This permit covers the construction of a total of 123,884 square feet of built -upon area,
which includes 82,156 square feet of proposed BUA, and 41,728 square feet of future BUA allocation. This
project is not subject to SA water requirements, and so its maximum impervious area is 24%. But, it has been
voluntarily designed for 12%.
2. The only runoff conveyance systems allowed will be vegetated conveyances such as swales with minimum side
slopes of 3:1 (H:V) as defined in the stormwater rules and approved by the Division.
3. No piping shall be allowed except those minimum amounts necessary to direct runoff beneath an impervious
surface such as a road or under driveways to provide access.
4. The project shall provide and maintain a minimum 50-foot wide vegetative buffer adjacent all surface waters,
measured horizontally from and perpendicular to the normal pool of impounded structures, the top of bank of
each side of streams and rivers and the mean high water line of tidal waters. All runoff directed into and through
the vegetative buffer must flow through the buffer in a diffuse manner. Roof drains must terminate at the outer
edge of the buffer.
Stormwater runoff that is directed to flow through any wetlands shall flow into and through these wetlands at a
non -erosive velocity.
Page 2 of 5

State Stormwater Management Systems
Permit No. SVV8 140210
II. SCHEDULE OF COMPLIANCE
1. No person shall alter the approved stormwater management system or fill in, alter, or pipe any drainage feature
(such as swales) shown on the approved plans as part of the stormwater management system, except for
minimum driveway crossings, unless and until the permittee submits a modification to the permit and receives
approval from the Division,
2. The permittee is responsible for verifying that the proposed built -upon area far the entire project does not exceed
the maximum allowed by this permit.
3. Swales, vegetated areas and other vegetated conveyances shall be constructed in their entirety, vegetated, and
operational for their intended use prior to the construction of any built -upon surface, per the approved plans.
During construction, erosion shall be kept to a minimum and any eroded areas of the swales or other vegetated
conveyances will be repaired immediately.
The permittee shall at all times provide and perform the operation and maintenance necessary as listed in the
signed Operation and Maintenance Agreement, such that the permitted stormwater management system
functions at its optimum efficiency.
Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina,
driveways, and parking areas, but does not include raised, open wood decking, or the water surface of
swimming pools.
The permittee shall submit to the Director and shall have received approval for revised plans, specifications, and
calculations prior to construction, for any modification to the approved plans, including, but not limited to, those
listed below:
a. Any revision to the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area
c. Further subdivision, acquisition or sale of the project area in whole or in part. The project area is defined as
all property owned by the permittee, for which Sedimentation and Erosion Control Plan approval or a
CAMA Major permit was sought.
d. Filling in, piping, or altering any vegetative conveyance shown on the approved plan, except the minimum
driveway crossings.
e. The development of any future area or additional phase(s) noted on the approved plans.
The permittee must certify in writing that the project's stormwater controls, and impervious surfaces have been
constructed within substantial intent of the approved plans and specifications. Any deviation from the approved
plans must be noted on the Certification. The permittee shall submit the Certification to the Division within 30
days of completion of the project.
The permittee shall submit all information requested by the Director or his representative within the time frame
specified in the written information request.
10. The Director may notify the permittee when the permitted site does not meet one or more of the minimum
requirements of the permit. Within the time frame specified in the notice, the permittee shall submit a written time
schedule to the Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of revised plans and certification in writing to the Director that the changes have been made.
Page 3 of 5

State Slormwater Management Systems
Permit No. SW8140210
Ili. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and approval by the Director. A
request to transfer the permit will be considered on its merits and may or may not be approved, The permittee
shall complete, sign and submit a Name/Ownership Change Form available online. The Name/Ownership
Change Form must be accompanied by the supporting dacumeniation as listed on the form and must be
submitted to the appropriate Regional Office of the Division at least 60 days prior to any one or more of the
following events:
The sale or conveyance of the project area in whole or in part;
The dissolution of the corporate entity, LLC, or General Partnership;
Bankruptcy and/or foreclosure proceedings;
A name change of the permiftee;
A name change of the project;
A mailing address change of the permittee.
2. The Permittee is responsible for compliance with all the terms and conditions of this permit until such time as the
Division approves the permit transfer in writing. Neither the sale of the project area, in whole or in part, nor the
conveyance of common area to a third party constitutes an approved transfer of the stormwater permit,
3. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement procedures by the Division, in accordance with North Carolina General Statutes 143-215.6A to 143-
215.6C.
4. The permit issued shall continue in force and effect until revoked or terminated.
5, The permit may be modified, revoked and reissued or terminated for cause. The filing of a request for a permit
modification, revocation and re -issuance, or termination does not stay any permit condition.
6. The issuance of this permit does not prohibit the Director from reopening and modifying the permit, revoking and
reissuing the permit, or terminating the permit for cause as allowed by the laws, rules, and regulations contained
in Title 15A of the North Carolina Administrative Code, Subchapter 2H.1000; and North Carolina General Statute
143-215.1 et. al.
7. The issuance of this permit does not preclude the Permittee from complying with and obtaining any and all other
permits or approvals that are required in order for this development to take place, as required by any statutes,
rules, regulations, or ordinances, which may be imposed by any other Local, State or Federal government
agency having jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered violations of NCGS
143-215.1, and subject to enforcement procedures pursuant to NCGS 143-215.6.
8. Any person or entity found to be in noncompliance with the provisions of this stormwater permit or the
requirements of the stormwater rules under 15A NCAC 021-1.1000 as amended under Session Law 2008-21
subject to enforcement procedures as set forth in N.C,G.S. 143, Article 21.
9. Approved plans, application, supplements, operation & maintenance agreements and specifications for projects
covered by this permit are incorporated by reference and are enforceable parts of the permit. A copy of this
permit, application, supplements, the operation and maintenance agreements, and the approved plans and
specifications shall be maintained on file by the Permittee at all times.
10, The Permittee grants permission to DENR Staff to enter the property during normal business hours for the
purposes of inspecting the stormwater control system and its components.
11, Unless specified elsewhere, permanent seeding requirements for the swales must follow the guidelines
established in the North Carolina Erosion and Sediment Control Planning and Design Manual,
Page 4 of 5

State Stormwater Management Systems
Permit No. SINS 140210
Permit issued this the 271 day of March 2014,
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Tracy Davis, Pj, Director
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 5 of 5

-DEhILR USE ONLY
Late Receive
Fee Paid
Pernut iNumber
FApplicable
�
Rules: ❑ Coastal SW -- I995 ❑ Coastal SVV - 2005 ❑ Ph 11 - Posteonstruction
(select all that apply) l] Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORNTWATER MANAGEMENT PERMIT APPLICATION FORM
Tuts form may be photocopied for use as an original
L GENERAI, INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
S&W Readv Mix Concrete
2. Location of Project (street address):
City:Morehead City County:Carteret Zip:28557
3. Directions to project (from nearest major intersection):
`fake NTC 24 East toward CamILejeune/Mo_rehead Citv_ NC 24 East becomes Bridges Street Extension. Turn
left onto Gloria Dawn Road_ Take the first left onto Business Drive arid_ project site is on the left.
4. Latitude:34° 44' 35"N Longitude:76° 48' 20" W of the main entrance to the project.
H. PERMIT INFORMATION:
1. a_Specify whether project is (check one): ®Ne%v ❑Modification ❑ Renewal w/ Modificationt
tkvietaals with ntodiliications also requires SWd-IO2 - REnetual Application Fomt
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known)_ _ , and the status of
construction: []Not Started ❑Partially Completed" ❑ Completed` "provide a designer's certification
Specify the type of project (check one):
NL ow• Density 01-ligh Density ❑Drains to an OffsRe Stormwater System ❑Other
3_ If this application is being submitted as the result of a previously returned application or a letter from
DE,%4LR requesting a state Stormwater management permit application, list the stormwater project number,
if assigned, and the previous name of the project, if different than currently
proposed,
4- a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control: 11.9 ac of Disturbed Area
❑NTPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? ®No ❑Yes
If yes, see S.L. 20I2-200, Part VI: http://12ortal.ncdenr.orgLweb/Ir/rules-and-regulations
3
a
Form SWU-iol Version Oct. 31, 2013 Pepe I of
.Yt,

HL CONTACT INFORNIATION
I.a.Print Applicant / Signing Official's name and title (specifically die developer, property owner, lessee,
designated government official, individual., etc, who owns the n_r_ojectl:
Applicant/OrganizationJitan Carolina Concrete LLC
Signing Official & Title:Russell A. FinkMC
b.Contact information for person listed in item 1a above
;jIlrSPIC Street Address: 1151 Azalea Garden Road 305114
City: Norfolk State: VA Zip: 23502
Mailing Address ff applicable):
City: State: Zi
Phone: f 757 858-6523 .Fax: { �
Email:
c. Please check the appropriate box. The applicant listed above is:
X The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer` (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's rrarne and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organza
Signing Official &. Title:,
b.Contact information for person listed in item 2a above:
Street Address:
City:
Mailing Address (if applica
State:
Zi
City: State: Zip:
Phone: { ) Fax:
Email:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization: Hank Gar
Signing Official 8- Title: EnvironrnentaI Director
b. Contact information for person listed in item 3a above:
N,failing Address:PO Box 872
City:Clinton State:NC Zip:28329
Phone: [phone] Fax:
Email: [e-mail]
4. Local jurisdiction for building permits: Morehead City, NC
Point of Contact -Linda Staab Phone #.- (252 _ 726-6848 ext.121
CZ 9
ft
Form S W U-101 Version Oct. 31. 2013 Page 2 of 6 FEB i C. 2151A,
E3'Y. ._ —

IV. PEOJECT INFORMATION
1. In the space provided helow, briefly summarize how the stormwater runoff wilt be treated.
A BMP sediment trap outlet will flow to a swale outlet which will then flow to a level
spreader at the edgeoff the wetlands_
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development flan or PUD Approval Date:
❑ Valid Building Permit Issued Date_
❑ Other: Date:
b. if claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Storiuwater runoff from this project drains to the
4. Total Property Area: 23.7 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property .Area (4) -Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area':23.7 acres
Total project area shall be calculated to exclude the following: the normal pool of inrpowided structures, the area
between the banks o)rstreams and rivers, the area below the Normal High Water (Nl-W line or Mean High Water
(MHVI) line, and coastal zr>etiands landwri-d from the NHTN (orMHW) line. The resultant pproject area is used to
catettlate overall percent built upon area (BUA). Non -coastal wetlands Iandurard of the NHYII (or MF1W) line rrray
be included in the total project area.
S. Project percent of impervious area: (rotal Impervious Area / Total Project Area) X 100 = 12 %
9. How many drainage areas does the project have? 1 (For high density, count I for each proposed engineered`'
stornizoater HMP. For loin density and other projects, use 1 for the whole property area).
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.Wn
ti�
Basin Inforniatiori '-" ''
`_Drama e Areal';
Drama e Area
Draina e'Area
Drama e'Area L
Receiving Stream Name
Newport River
Stream Class `
C
Stream Index plumber *
21-(1)
Total Drainage Area (sE
1.032,372
On -site Drainage Area (sf)
Off -site Drainage Area (sf)
0
Proposed Impervious Area (51
123,884
°b fm ervious Area" total
12
impervious". Surface Area
Draina e Arca 1
Draina e Area
Drau}a e Area .
Drainage Area
On -site Buildings/Los (so
7,331
On -site Streets (so
0
On -site Parking (sf)
74,825
On -site Side waiks (50
0
Other on -Site (sf)
0
Future (so
41,728
Off -site (sf)
0
Existing BUA` (sf)
0
Total (so:
123,884
r
-,
Stream Class and index Number can be determined at: tibnss - r
Impervious circa is defined as the built upon area including, but not limited to, buildings, rb�rds,� �in� t1rlerr§ l� s l
* si ewalks, gravel areas, etc. I I r e
`Report only that amount of existing B UA that will remain after development_ Don o t repgrf,any existing BUA that U
is to be removed and which will be replaced by neu, BUA. BY: __ my
Form SWU-101 Version Oct. 31, 2013 Page _ of'6
115
rat 0
e,4'�v� °
305ps

11, How was the off -site impervious area listed above determined? Provide documentation. Where is no
off -site impervious areas to be determined.
Projects in Union County: Contact UEMLR Central Office smffto check if the project is located within a Threatened
Endangered Species watershed that ma>> he subject to more stringerxt stoonwaler requirements as per 15A NCAC 02B .0600
V. SUPPLEMENT AND O&M UORNIS
The applicable state stormwater management permit supplement and operation and maintenance (0&1%4) forms
must be submitted for each !3NlP specified for this project. The latest versions of the forms can be downloaded
from htto://oortaLncdenr.om/web/wo/ws/su/bnto-manual.
V1. SUBYIPTTAL REQUIRiiMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy, ,Mineral and
Land Resources (DEMLR), A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.nrdenr.orgg/web/wg/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLIZ Office. (The appropriate office may be found by locating project on the
interactive online map at htip:/f�orial.ncdenr.org/web/wq/ws/sv/mates.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be Signed and initialed in blue ink. Download the latest versions
for each submitted application package from htiv://portal.ncdenr.org(web/wy/ws/su/statesw/forms does.
Initials
I . Original and one copy of the Stormwater Ivianagement Permit Application Form,
2. OrigirA and one copy of the signed and notarized Deed Restrictions & Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated} and O&M
agreement(s) for each BMP.
4. Permit application processing fee of S505 payable to NCDENR, (For an Express review, refer to
http://,,vivw.envhelp.org/pages/onestot)express.html for information on the Express program
and the associated fees. Contact the appropriate regional office F.,xpress Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item I.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within r/z mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations (one copy).
S. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and f\CSR numbers.
d. Legend.
e. North arrow.
F. Scale.
S. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the 1vIl-IW (or NHW) of tidal waters.
i. dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
m. Wetlands delineated, or a note on the plans that none exist. (Must be delmeateti'-b}:4`'
qualified person. Provide documentation of qualifications and identify the person who "I
o-
made the determination on the plans. s �
t 1
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff raletlations. v
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
Form SWU-101 Version Oct. 31, 2013 Page 4 of 6

p. Vegetated buffers (where required).
9. Copy of any applicable soils report with the associated SH WT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"x11" copy of the NTRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(infiltration Devices submitted to %ViRO: Schedule a site visit for DENILR to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 1276 Page No: 327
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
htip://www.secrLtarv.sta(L!,nc.us/Corporations/CSearch.aspx
VIL DEED RESTRICTION'S A€sII) PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from htt : ortal.ncdenr.or web lr/state-stor-mwater-
forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the.property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DENILI2, and that they will be recorded prior to the sale of any lot.
VILE. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer:Mr. fames H. Fentress fr., P.E.
Consulting Firrrr: Stroud Engineering, P.A.
Mailing Address:102-D Cinema Drivc
City:Wilniin_gton
Phone: [phone]
Email:ientress®stroudenpineer.com
State:NC Zip:28403
Fax: (910 ) 815-0593
IX. PROPERTY OWNER AUT11ORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact lnfonnatca)'r, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed fry
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
U:.
1-Ts 1 0 204
[s
Form SWU-10I version Oct_ 31, 2013 Page 5 of
3Y:

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my desibnated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DEMI,R Stormwater permit reverts back
to me, the property owner. As the property owner, it is my responsibility to notify DE,l1LR immediately and
submit a completed dame/Ownership Change Form within 30 days; otherwise 1 will be operating a stormwater
treatment facility without a valid permit. 1 understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action inciud ing the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
Signature: Date:
1, , a Notary Public for the State of _ , County of
do hereby certify that personally appeared
before me this u day of and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL.
My commission expi
X. AP UCANT'S CERTIFICATION
1, (print or type name of person 1i5 ed in Contact Information, item 1a) Russel4A. Fink
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project wilI be constructed in conformance with the approved plaits, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable starntWaler rules under 15A NCAC 2L-I .1000 and any other applicable state stormwater requirements.
{ Date: Janua ) 2014 Signature: „�5�1.1�e;�;�.._ j;l � � , t
U a `rotary Public for the State of County -of
"'' ` do hereby certify that y� ``ram'= :.t ". ``: t' , J personally appeared
before me this " day o and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal, t�{ii-ii3�y • -
FormSWLI-101 Version Oct. 3I:20t3
��1A
O
SEAT
ca�4'2�°ass m
My commission expiry& � .' • ;,, i N;�
Page 6 of 6

� f7
Permit Nr
o- _-
(to be provided by DW2)
State of North Carolina
Department of Environment and Natural Resources
Division of lVater Quality
STORMWATER MANIAGEMENT PEI:MIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
This form utny be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances. Low density projects should riot have a discrete stormwater
collection system as defined by 15A NCAC 2H .1002(18). Low density requirements and density Factors can be
found in Session Law 2008-21 1, 15A NCAC 2H .1000, Session Law 2006-246, and the DWQ BiV1P Manual.
Curb and gutter systems are allowed provided they rneet the requirements in 15A NCAC 21-1 .1008(g).
I. PROJECT INFORTMATION
Project Name : S&W Ready Mix Concrete
Contact Person: Russeil A fink Phone ;Number: 757 858-6523
Number of Lots:1 Allowable Built Upon Area (BUA) Per Lot*:123.884 sf
Number of Dwelling Units Per Acre**:
Low Density Development (check one): ® without curb & gutter ❑ With curb & gutter, outlets to (check one):
® Swales ❑ Vegetated Area
*If lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
*"(Phase 11 Post -Construction (non -SA) only)
II. BUILT UPON AREA
Refer to DWQ's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects.(hitp://h2o-enr.state.11c.us/su/btnp_forms.htm)
Complete the following calculal.ian in the space provided below where:
• SA Site Area - the total project area above 1%9ean High Water.
• DF Density Factor - the appropriate percent built upon area divided by 100.
• KA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc.
• No. of Lots - the total number of lots in the subdivision.
• BUA per Lot -the computed allowable built upon area for each lot including driye�tays nii�itripi r� ous=
surfaces located between the front lot line and the edge of pavement. PR
• Total allowable lot BUA - the computed allowable built upon area for all lots combined al7a l
•
• Total BUA from lot listing - the sum of built upon area allocated for each lot on trio list of non-uniforrkKots.
Fonn SW401-1-ow• Density- Rev. 3-2/1D/09 Page i of 4

;;alculation:
For uniform lot sizes:
(SA: 1,032.372 ft2 x DF: 0.12) — (RA: NIA ftZ) — (OA: NIA ft2) = BUA per Lot = 123.884 ft2
(No of Lots: I)
For non -uniform lot sizes:
a. (SA: ft2 x DF: ) (RA: ft2) — (OA: ft2) = Total allowable lot BUA = ft2
b. Total BUA from lot listing: 123,884sf. b must be c a
HL DESIGN INFORMATION
Complete the following table_ If additional space is needed the information should be provided in the same
format as "fable I and attached to this fort. Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http://hdsc. nws.noaa,gov/bdsctpfds/
Table I. Swale desien information based on the I0-vear storm.
Swale No,
Drainage
Area ac
Impervious
Area (ac
Grassed C Q
Area (ac cfs
Slope
(%)
Vauow
( s)
`''actual
(fps)
"ow
De th (ft
1
4.29
1 k5
2.64 0.52 19.7
0.34
5.0
1.419
1.63
2
0.44
1 0.125
0.315 0.45 1.75
0.69
5.0
1.06
.57
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
3
t1a j
20
M
Fore Sw401-Low Density-Rev.3-2110/09 Page 2 of 4

I.V. 12EQ1JIRED 1TENIS CHECKLIST
The following checklist outlines design requirements per the North Carolina Administrative Code Section 15A
NCAC 2H .1000, NCDENR BMP Manual (2007), Session Law 2006-246, and Session Law 2003-211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An
incomplete submittal package will result in a request for additional information. This svill delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below. If any item is not met.
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
a. t For projects in the 20 coastal counties: Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided,
b. t For HQW or ORW projects outside the 20 coastal counties: A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
C. t For Phase 11 Post -Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
d. Deed restriction language as required on form SWU-101 shall be recorded as a restrictive
covenant. A copy of the recorded document shall be provided to DWQ within 30 days of
platting and prior to the sale of any lots.
e. Built upon area calculations are provided for the overall project and all lots.
f. Project conforms to low density requirements within the OR W AEC. (if applicable per
15A NCAC 211 _1007)
g. Side slopes of swales are no steeper than 3:1; or no steeper than 5:1 for curb outlet swales.
h. Longitudinal slope of swales is no greater than 5%; for non -curb outlet projects, calculations
for shear stress and velocity are provided if slope is greater than 5%.
i. At a minimum, swales are designed to carry the 10 year storm velocity at a non -erosive rate.
j. Swales discharging to wetlands are designed to flow into and through the wetlands at a non -
erosive velocity (for this flow requirement into wetlands, non -erosive is velocity < 2 ft/s).
k, Swale detail and permanent vegetation is specified on the plans.
I. Swale detail provided on plans; includes grass type(s) for permanent vegetative cover.
in. Swales are located in recorded drainage easements.
n tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
o.tt The system takes into account the run-off at ultimate built -out potential from all surfaces
draining to the system (delineate drainage area for each swale),
p tt Curb outlets direct flow to a swale or vegetated area.
t Projects in the iNeuse, Tar -Pamlico. Catawba River basins, and Randleman Lake may require ad"ditional%buffers.
t} Only complete these items for projects with curb outlets.
Form SW401-Low Density-Rev.3-2/10/09 Page 3 of 4 a i31
v,

V. SWALE SYSTEM :MAINTENANC)E REQU1RUNIENTS
1. Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches
at any time; and grass will not be mowed too close to the -round or "scalped".
2, Swales will be inspected monthly or after every runoff producing rainfall event for sediment build-up,
erosion, and trash accumulation.
3- Accumulated sediment and trash will be, removed as necessary. Swales will be reseeded or sodded
following sediment removal.
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections. Side slopes must be maintained at the permitted slope.
5. Catch basins; curb cuts, velocity reduction devices, and piping will be inspected monthly or alter every
significant runoff producing rainfall event. Trash and debris will be cleared away from -rates, curb cuts,
velocity reduction devices and piping.
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Water Quality.
I acknowledge and agree by my signature below that i am responsible for the performance of the six
maintenance procedures Iis€ed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title:Russell A. Fink, Vice President, Gerieral Counsel, and Secretary. Titan Carolina Concrete
Address: 1151 Azalea Garden Road. Norfolk. VA 23502
Ph
Signature:
Date: January 9, 2014
Note: The legally responsible party should not he a honreo,rners association unless nrore than 50% of the lots have been sold and
resident of the subdivision has been named the p-esident,
[. %C ,? it;`� �`: %: ' 11_ _..t�'._ C_- = a Notary t'ubhc for the State of v ;,�, County of
do hereby certify that a r' _ _ personally appeared before me this
day of S, L�'} t,._ :. _;��_, and acknowledge the due execution of the forgoing Swale maintenance requirements
Witness my hand and official seal,
Notary signatu ys`OC'N� r✓! 40�`;
ar • •. Z_
'f •• f'(1 AqY••. �
RAG 6C�C 7
's?"i Mycnmmissionexpires
QF v1AG��•`
Forts, SW401-Low Dens i ty-Rev.3-2/1 0/09 Page 4 of 4

Permit Number' •--)lC-%
rfo be provided by DW4)
HCDENR 7
a -r
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
' 401 CERTIRCATION APPLICATION FORM
GRASSED SWALE SUPPLEMENT
This form must be titled out, printed and submitted.
The Required Items Checklist (Part 111) must also be filled out, printed and submitted along with all or the required information.
Project name S&�"dReady,Mix.Concrets ',; ;':..'.;,, ....
Contact name Russell A Fmk : f
Phone number (910)2E4 2064
Dale December 12, 2013 .'.:'.. ° .:
Drainage area number 1
II:-�DESIGN'.INFORMAT ION ',:r'� .. r
Site Characteristics
Drainagearea 1$6,712.OD fl'
Impervious area 71,873.00 ft2
Percent impervious 38.5% %
Design rainfall depth 1.00 inch
Peak Flow Calculations
10-yr storm runoff depth
0.84
in
10-yr storm intensity
8.84
inihr
Post -development t0-yr storm peak Now
19,69
It3lsec
Velocity
Maximum non -erosive velocity (peak i 0-year storm)
5.00 ftfsec .
Soil characteristics (enter 'Y below)
Sandlsilt (easily erodtbie)
x
Clay mix (erasion resistant)
Grass Type (enter Y below)
Bermuda
x
Tall fescue
Bahfagrass
Kentucky bluegrass
Grass -legume mixture
Swale type: Fill out one of the options below:
OOntion 1:_ Curb Outlet S% ale:
N
(Y or N)
Maximum velocity
Side sloces
:1
Swale length
it
Ontion 2: Conveyance Swale,. Seekinn Pollutant Credit:
Y
(Y or N)
Maximum velocity for 10-yr storm
1.49
f`Jsec Insufficient maximum velocity,
Side slopes
5.00
:1 0K
Swale iength
296.00
ft OK
s
� �
BY:
Form SIN401-Grassed Swale-Rev-3 Pads I and II, Prolect Design Summary, Page 1 of 2

Permit Number.
(fo be provided by DVIQ)
Swale Characteristics
Swale Shape: Enter an Y in the appropriate cell below:
Trapezoidal
Parabolic
V-shaped
X
Width of the bottom of the Swale
f
Width of he top of the swaie
Additional Information
Is the swale sized for all runoff from ultimate build -out?
Y(Y or N)
OK
Is the 8MP located in a proposed drainage easement with a
access easement to a public Right or Way (ROIN)?
.'N (Y or N)
insufficierit ROW location.recorded
What is the distance from the bottom of the swai8 to the SHINT?
2.00 ft
OK
What is the ground level elevation?
A4.00 fmsl
What is the elevation of the bottom of the swale?
115.00 fmsI
IPMat is the ShWT elevation?
11.00 fnisl
What is the longitudinN slope o*.',,he swale?
OK
What is the depth of freeboard?
2.00 ft
OK
ej
Form SVV401-Grassed Swale-RLv,3 Pails I and 11, Project Design Summary, Page 2 cl 2

Permit Name: —
(to be provided by DWO)
Drainage Area Number:
Grassed Swale Operation and Maintenance Agreement
1 will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BNfP elements noted in the inspection will be .�
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
-- After the first-time fertilization to establish the grass in the swale, fertilizer will I
not be applied to the grassed swale.
The grassed swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potential roblern:
Hotly I will remediate theproblem:
The entire length of the
Trash/debris is present.
Remove the trash/debris.
Swale
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then re -sod
(or plant with other appropriate
species) and water until established.
Provide lime and a one-time
fertilizer application.
Sediment covers the grass at
Remove sediment and dispose m an
the bottom of the swale.
area that drill not impact streams or
B.NlPs. Re -sod if necessary.
Vegetation is too short or too
Mairitain vegetation at a height of
Iona.
a roximatel y six inches.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
' F
Form S`Zr401-Grassed Swale O&M-Rev3 Page 1 of 2

Permit Number:
(to be provided by D1110)
I acknowledge and agree by my signature below that l am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project naine:S&W Ready Mix Concrete
BMP clraina e area manber: l
Print name:Hank Gay
Tit] e:Fnvirortmental Director. S&W Ready Mix
Address:PO .Box 872, Clinton NC 28329
Phone:[phone]
Signature:
Date:
i / �,,' 1'ZJ 4
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, a Notary Public for the State of
County of p �, do hereby certify that
personally appeared before one this `d
day of and acknowledge the due execution of the
forgoing grassed swale maintenance req irements. Witness any hand and official seal,
LYNN R DAUGHTRY
NOTARY PUBLIC
Sampson County
North Carolina
My Commission Expires Oct. 20, 2014
SEAL
My commission expires 100oul l y
YJ
Ulm
Y:_.. 1
Form SW401-Grassed Swale O&M-Rev.3 Page 2 of 2

Permit Number. —.(%ram(_!
(to be provided by OW01
A re qOL
A�M
NCDENR p
STORMVVATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
GRASSED SWALE SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part lilt must also be filled out, printed and submitted along with all of the required information.
Project name
Contact name
Phone number
Date
Drainage area number
WN Read Mix Concrete ~`
Russell A. F.nk `.: `
2ecember12, 2013
il'.DESIGN:INFORMATION
Site Characteristics
Drainage area 19,046.00 ftz
Impervious area '5,435.00 fie
Percent impervious 28.5% %
Design rainfall depth 1.00 loch
Peak Flow Calculations
10-yr storm runot depth
0.84
in
10-yr storm intensity
8,84
inlhr
Post -development 10-yr storm peak flour
1.75
f5lsec
Velocity
Maximum non -erosive velocity (peals 10-year storm)
5.00 ',Vsec
Soil characteristics (enter Y below)
Sandlsill (easily erodible)
x
Clay mix (erosion resistant)
Grass Type (enter "x" belo�rv)
Bermuda
x
Tall fescue
Bahiagrass
Kentucky bluegrass
Grass -legume mixture
Swale type: Fill out one of the options below:
Option 1: Curb Outlet Swale:
N
(Y or N)
Maximum velocity
Side slopes
:1
Swale length
ft
O lion 2: Conveyance Swale. Seeking Pollutant Credit:
Y
(Y or N)
Maximum velocity for 10-yr storm
1.06
ftlsec Insufficient maximum velacity.
Side slopes
5,00
:1 OK
Swale length
100.00
ft Insufficent Swale length.
he
by __. -
Form SVJ401-Grassed Swale-Rev.3 Parts I and ll, Project Design Sumrrary, Page i of 2

Permit, Number.
(to be provided by DWQ)
Swale Characteristics
Swale Shape: Enter an "x" in the apprcpriate cell below:
Trapezoidal
Parabolic
V-shaped
Width of the bottom of the swale
Width of the lap of the Swale
Additional Information
Is the swaie sized for all runoff from uftfrnate build -out?
Is the BMP located in a proposed drainage easement with a
recorded access easement to a public Right of Way (ROW)?
What is the distance from the bottom of the swale to the SHINT?
What is the ground level elevation?
What is the elevatiart of the bollom of the swale?
What is the SWAIT elevation?
What is the longitudinal slope of the swale?
What is the depth of freeboard?
(Y or 1N)
OK
f ..N, (Y or 1,f)
Insufficient ROW location,
2.00 ft
OK
15.13 imsl
.13.00 fmsl
:11.00 fmsl
0.b9 %
OK
..-;-:2,00 f1
OK
Form SVV401-Grassed Swale-Rev.3 Parts I and 11, Project ❑esigr Summary, Page 2 of 2

•
Permit Name:
(to be provided by DWQ)
Drainage Area Number:
Grassed Swale Operation and Maintenance Agreement
I will keep a rnavitenance record on this BIviP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection wilt be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area of the grassed swale will be carefully managed to reduce the
sediment load to the grassed swale.
— After the first-time fertilization to establish the grass in the Swale, fertilizer will
not be applied to the grassed Swale.
The grassed Swale will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and xvM be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
b11NIP element:
Potential roblenv
How I will remediate theproblem:
The entire length of the
Trash/debris is present.
Remove the trash/debris.
swale
_
Areas of bare soil and/or
Regrade the soil if necessary to
erosive gullies have formed.
remove the gully, and then re -sod
(or plant with other appropriate
species) and water until established.
Provide lime and a one-time
fertilizer_application.
Sediment covers the grass at
Remove sediment and dispose in an
the bottom of the swale.
area that will not impact streams or
BNi Ds. Re -sod if necessary,
Vegetation is too short or too
long. .
Maintain vegetation at a height of
approximate[ six inches.
The receiving water
Erosion or other signs of
Contact. the IBC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
ou tle t.
733-1786.
s
g.
F�
a
Form SW4 0 1 -G rassed Swale O&M -Re v.3 Page 1 of 2

Permit Number:
(ro be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. 1 agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:S&W Ready Mix Concrete
BIt1P drainage area nurnber:2
Print nariiv:Hank Gav
`Fitle:Environmental Director. S&W Ready Mix
Address:PO Box 872. Clinton. NC 28329
Phone: (910)28J-2664 -
Signature:
Date: 11P'l z- 0 i� —
dote: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
1, � _ L^ a i'Fotary Public for the State of
!_1cn ► v(,�� County ofdo hereby certify that
personally appeared before me this g
day of 14 . and acknowledge the due execution of the
forgoing grassed Swale maintenance requirements. Witness in hand and official seal
LYNN R DAUGHTRY
NOTARY PUBLIC
E Sarinpson County
North Carolina
My Commission Expires Oct. 20, 201,4
SEAL
>viy commission expires / 0 /,QoIl f
Form 5W401-Grassed Swale O&M-Rev.3
Page 2 of 2

,ilfij`
.S . i A
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
July 29, 2014
Mr. James D. Sutton,
S & W Concrete Co, Inc.
PO Box 872
Clinton, NC 28329
Subject: Notice of Inspection — Non Compliant
& III Keady Mik-Concrete, Shallotte-Ptan
Permit No. SW8 990831
Brunswick County
Dear Mr, Sutton:
7/ZY�/Sf-
r
John E. Skvada, Ill
Secretary
Nn7--
s �8/�aZlo
On July 23, 2014, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources (DEMLR)
inspected the subject project in Brunswick County to determine the status of compliance with the State Stormwater
Management Permit Number SW8 990831 issued on July 27, 2000. DEMLR file review and site inspection revealed that
the site is not compliant with the terms and conditions of this permit. Please find a copy of the completed form entitled
"Compliance Inspection Report" attached to this letter, which summarizes the findings of the recent inspection.
As indicated in the attached inspection report, the following deficiencies must be resolved:
1. Permit Expired: The permit expired on July 27, 2014.
2, PE Certification: Per Section 11(7) of your permit, the system has not been certified to have been built in
substantial compliance with the permit conditions. It appears that wastewater comingles with stormwater draining
to the stormwater treatment system.
3. General: Since the permit is expired and it appears that stormwater and wastewater comingle, we recommend
that you request to rescind State Stormwater permit SW8 990831, and contact Jean Conway at 9 0.796.7315
to discuss compliance with NCG140277 in place of the State Stormwater permit. This will likely include increased
analytical monitoring for wastewater at the outfall. The Division thinks that coverage under NCG140277 is more
aligned with the site conditions because impervious areas drain to the pond. Achieving compliance with
NCG140277 will negate the necessity of the State Stormwater permit.
Please inform this Office in writing before August 29, 2014) of the specific actions that will be undertaken and the time
frame that will be required to correct the deficiencies. Failure to provide the requested information, or to respond to this
letter by the due date, may initiate enforcement action including the assessment of civil penalties of up to $25,000 per day.
If a written plan of action is not submitted to this office by August 29, 2014 then DEMLR staff will re -Inspect the site and
issue a Notice of Violation if the listed deficiencies have not been addressed.
If the project has changed its name, ownership, or mailing address, it is your responsibility to submit a completed and
signed Name/Ownership Change form to DEMLR at least 30 calendar days prior to making the changes. Please include
the name, mailing address and phone number of the person or entity that is now responsible for this permit on the
Name/Ownership Change form. If you have any questions, please contact me at the Wilmington Regional Office,
telephone number (910)-796-7331 or via email at kelly,[e-mail].
ntal Engineer
enc: Compliance Inspection Report (NCG140277, Inspection by Jean Conway)
otiS-GDSlkpj: G:IWQ1SharedlStormwaterlPermits & Projects119991990831 HD12014 07 CEI_defiaent 990831
jU cc: Georgette Scott, Wilmington Regional Office Stormwater Supervisor
Hank Gay, S & W Concrete Co, Inc., PO Box 872, Clinton, NC 28329
WiRO Stormwater File
Division of Energy, Mineral, and Land Resources
Land Quality Section - Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 - [phone] / Fax: [phone]

Compliance inspection Report
' SW8990831 Effective-O7l27100 Expkation: 07127114
Permit:
Project: S&W Ready Mix Concrete-Shallotte Plant
Owner: S & W Ready Mix Concrete Company L'LC Adress_
county: Brunswick
Region: Wilmington Citylstatelzip:
Contact Person: James D Sutton
Directions to Project:
Type of Project: State Sturmwater - HD - Detention Pond
Draln Areas:
on -Site Repmsentative(s):
Rolated Permits:
Inspection Date: 0107t2=0i
Primaryinspector: Jkan Conway
Secondary Inspector(s):
Title:
EntryTime: 10:OOAM
Reason for Inspection: Routine
Permit Inspection Type: Stale Stormwater
Facility Status:
❑ Compliant Not Compliant
Question Areas:
E State Stormwater
(See attachment summary)
ptione:
Exit Tlme: 11:30AM
Phone: [phone]
Inspection Type: Compliance Evaluation
page: 1

Permit SWBDS0831 Owner- Project: S & W Ready Mix Concrete Company LLC
T
Inspection Data: o7f2312014 inspectionryps ComplianceEvaluatian Reason for visit: Routine
Fits Review Yas No NA NE
Is the permit active? ❑ ❑ ❑
Signed copy of the Engineer's certification Is in the file? ❑ N ❑ ❑
Signed copy of the Operation & Maintenance Agreement is in the file? e ❑ ❑ ❑
Copy of the recorded dead restrictions is in the file? ❑ ❑ ■ ❑
Comment: Expired
Certification needed
Bulit Upon Area Yes No NA NE
'Is the site BUA constructed as per the permit and approval plans? ❑ ■ ❑ ❑
Is the drainage area as per the permit and approved plans? ❑ ❑ ❑
Is the SUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑
Comment: Product is s or d where i3arking is itted
Drainage from the wastewater areas ltruck washing and pEpdttct storagal arrears to drain to the
stor waters stern.
SW Measures Yes No NA NE
Ate the SW measures constructed as per the approved plans? ❑ ❑ ❑ 0
Are the inlets located per the approved plans? ❑ ❑ ❑
Are the outlet structures located per the approved plans? ❑ ❑ ❑ N
Comment: PE Certificaiton Needed.
Operation and Maintenance Xea No NA NE
Are the SW measures being maintained and operated as per the permit requirements? ❑ ❑ ❑
Are the SW BMP inspection and maintenance records complete and available for review or provided to 00110
DWQ upon request?
Comment: Needs maintenance,
Other Permit Conditions Yes No NA NE
Is the site compliant with other conditions of the permit? ❑ ❑ ❑ ■
Comment:
page: 2

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PIN# 635608695178000 :1
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•., 1 TRACT AREA: 23.7 ACRES
•�.... •'". 2. TAX PARCEL ID: 532600971866
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BOHNOARY I I NF
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MANAGEMENT COMMI�ciorj
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STORMWATER MANAGEMENT PLAN
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POLINq ''•,,� MOREHEAD CITY
CARTERET COUNTY NORTH CAROLINA
60' 60' 1201
l ""'•"'••• 'o .0 P�' <•• �.� ~= OWNER: TITAN CAROL INA CONCRETE. LLC DESIGNED: JHF
1 '1 =s '
- Z G 2� I": co ADDRESS 2209 MONROE STREET
GRAPHIC SCALE: 60'
. - ...... ................ � W I LM I NGTON. NC 28401 DRAWN: JHF
••.,.•ENS;,: ��,.`
APPROVED: JHF
A
STROUD► ENGINEERING, P.A.
DATE; 3/25/14
PROJECT .NO PW927 JAMES H. FEV�T ESS JR. P.F
REV.DG�i
SCALE: 1 = 60 '
t"-0 CINEMA DRIVE C-0647
NO.: W:/MASTER/PIV927/MOREHEAD CITY/S&W MOREHEAD CITY
DRAW I NG -�� '•
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M MINGTON. NORTH CAROL INA
(147�
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SHEET 1 OF 2