NCG140386_MONITORING INFO_20190130

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
/v 1
DOC TYPE
❑HISTORICAL FILE
f9 MONITORING REPORTS
DOC DATE
❑ �Dl � o 13�
YYYYMMDD

409 Rogers View Court
Mid Atlantic Raleigh, NC 21
office 919.2.250.999918
Engineering & Environmental Solutions facsimile 919.250.9950
MAAONLINE.COM
January 22, 2019
- NC Department of Environmental Quality GG`�
Division of Water Resources
Attn: DWR Central Files LPN
1617 Mail Service Center
Raleigh, North Carolina 27699-1617 DWIRS�C
Subject: ANNUAL SUMMARY DISCHARGE MONITORING REPORT
NOTIFICATION OF NON -SAMPLING
CONCRETE SERVICE COMPANY PLANT NO. 2
1081 REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140386
MID -ATLANTIC JOB NO. 00OR1944.10
To Whom It May Concern:
On behalf of Concrete Service Company, Inc., this letter serves as notification that a stormwater
sample was not collected during the previous calendar year (2018). During this timeframe, it is
our understanding that a stormwater discharge did not occur from the designated site outfall
during a measurable storm event at a time when a stormwater sample could be safely collected
(i.e. during business hours when the facility was occupied, and preceded by 72 hours with no
measurable storm event). Stormwater flow will continue to be monitored during the upcoming
monitoring period (January -June 2019) and, in the event of a discharge, stormwater samples will
be collected per the permit requirements. If you have any questions or need additional information,
please contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
-�t
Charles B. Hoffman, P.G.
Principal Geologist
Attachment: Annual Summary Discharge Monitoring Report
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

ANNUAL SUMMARY DISCHARGE MONITORING REPORT
r (DMR) — STORMWATER
SUBMIT TO CENTRAL OFFICE*
General Permit No. NCG140000
Calendar Year 2018
'Report ALL STORMWATER monitoring data on this form (include "No Flow"I"No Discharge" and Benchmark
Exceedances) from the previous calendar year to the DEQ by MARCH 9 of each year.
Certificate of Coverage No. NCG14
Facility Name:
Service Company Plant #2
Concrete
County: Cumberland
Phone Number: (_ _ ) 910237-1791 Total no. of
SDOs monitored 1
Certified Laboratory Lab # Pace Analytical Services, Inc. 12
Lab #
Stormwater Discharge Outfall (SDO) No. VMA Outfall? Yes 1 No Q
Is this outfall currently in Tier 2 for any parameter? Yes ❑ No
Was this outfall ever in Tier 2 during the past year? Yes Cl No
If this outfall was in Tier 2 last year, was monthly monitoring discontiffed?
Yes, enough consecutive samples below benchmarks to decrease frequency 13
Yes, received approval from DEMLR to reduce monitoring frequency l
Other
Non -polar O&G
Total
pH,
(EPA Method
New Motor Oil
Outfall No.
Total Rainfall,
Suspended
SU
1664 (SGT-HEM)),
Usage (gallmo.)
inches
Solids (TSS),
mgll (VMA)
-----
Mg/1
N applicable
Nappllcable
Stormwater
Clrcle Benchmark
Benchmarks
indicate NO FLOW It
100150
6.0-9.0
>65 gallmo. average requires TS8 and
applicable
16
Non -polar Oa<O monitoring
Date Sample
Collected,
molddlyr
08/30/2018
No Discharge
No Discharge
No Discharge
No Discharge
NIA (<55 gallmo average)
12/31/2018
No Discharge
No Discharge
No Discharge
No Discharge
NIA (<55 gallmo average)

Permit Date 8/1/2017 — 6/3012022
Last Revised 8-22-2015
Certificate of Coverage No. NCG14 0 3 8 fi
CERTIFICATION
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting fal§q information, including the possibility of fines and imprisonment for knowing violations."
[Required by Q FR §122.221
Signature
Date
Mail Annual Summary Stormwater DMR to the NCDEQ Central Office:
Note the address is correct — Central Files is housed in DWR (riot DEMLR)
N.C. Department of Environmental Quality (DEQ)
Division of Water Resources
Attn: DWR Central Files
1617 Mail Service Center Raleigh,
NC 27699-1617
Central Files Telephone [phone]
Questions? Contact DEMLR Stormwater Permitting Staff in the Central Office at: (919)
707-9220

409 RogersVtuw Court
Mid Atlantic office all3ce 919.Z30.R9lA
Engineering & Environmental Solutions lacslmh 9191%9950
MAA ONLINE.COM
January 4, 2018
RECEIVED
NCDEQIDWR JAN 2 5 2018
Attention: Central Files OENTRAL TES
1617 Mail Service Center DWR SECTICA!
Raleigh, North Carolina 27699-1617
Subject: NOTIFICATION OF NON -SAMPLING
CONCRETE SERVICE COMPANY PLANT NO.2
1081 REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140386
MID -ATLANTIC JOB NO. 00OR1944.04
To Whom It May Concern:
On behalf of Concrete Service Company, Inc., this letter serves as notification that a
stormwater sample was not collected during the final monitoring period (July -December)
of 2017. During this timeframe, a measurable storm event did not occur at a time when a
stormwater sample could be safely collected (i.e. during business hours when the facility
was occupied, and preceded by 72 hours with no measurable storm event). Concrete
Service Company, Inc. personnel will endeavor to collect representative stormwater
samples during the current monitoring period (January -June 2018). If' you have any
questions or need additional information, please contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Principal Geologist
Attachments: Discharge Outfall Monitoring Report
EXPERIENCED CUSTOMER POCU5ED INNOVATIVE

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 8 6
FACILITY NAME: Concrete Service Co. Plant No. 2
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab# 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2017
SAMPLING PERIOD: X❑ July -December © January -June
COUNTY Cumberland
PHONENO. 910 323-9198
ADD TO LISTSERVE? ❑YES X❑NO EMAIL:
DISCHARGING TO CLASS: [:]SA ❑HQW ❑PNA ❑Trout ®Other C; NSW
Outfall No.
Date Sample
Collected
(mo/dd/yr OR
t
NO FLOW]
pH
(Standard
Units}
TSS
(mg/L]
Duration
urati
(minutes)
Total a
Rainfall
(in)
in Ter 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
Z
2 Sampling
-
-
&
100 2.3-
-
-
-
001
No Sample
No Sample
No Sam le
No Sample
No Sample
No Sam le
No Sample
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
P If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I.
° For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
• >
Outfall
Sample
`��
pH
;;.
TPH usrsg`method
�.:
Total Suspended
Event
, ..:
Total
.. ;.
New Motor Oil
'1n Ter 2
# of Months
No:
Date
Collected
__
(Standard =
-
1664A SGT HEM :-
Solids
Duration.::;
Rainfair
usage
Monthly
Monito�irig?
inTier 2+.
(moJdd/yr)1 .-
U,mts}
(mg/L)
(mglLl
(minutes)
(in}
_. (gal/month)":` .
{Y/n}
I:
Sampling
6-9
is
1W,,
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO ❑X
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME: Paul E . Rawls, Fayetteville Regional office
Mail Original and one copy of this DMR(including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel roperly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons dire re s n le for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am aware tha t are g icant penalties for submitting false information, including the possibility of fi94s an imprisonment for knowing violations."
(Signature o Renni ) (Date)
Q
4
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 8 6 SAMPLE COLLECTION YEAR: 2017
FACILITY NAME: Concrete Service Co. Plant No. 2 SAMPLING PERIOD: ❑ July -December © January -June
PERSON COLLECTING SAMPLES Winnie Jenkins COUNTY Cumberland
CERTIFIED LABORATORY Pace Analytical Lab# 12 PHONENO. 910 323-9198
Lab # ADD TO LISTSERVE? ❑YES X❑NO EMAIL:
OPTIONAL INFO: DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA [—]Trout ®Other C; NSW
Part A: Stormwater Monitoring Requirements
Outfall No.
Date Sample
Collected -
( mo/dd/yr OR
NO FLOW)1
pH
(Standard
Units)
TSS
(mg/L}
Event
Duration
(minutes)
Total 4
Rainfall
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2
2 Sampling
-
-
6-9
1002.3
-
-
-
-
001
2 15 17
6.9
53.4
240
0.64
N
NA
s� y
® -
r
LIAR n '�_4s!
MAR 02
2011
DWR SECTION
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TS5 benchmark values are 100 mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I.
4 For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
Outfall
No.
Date Sample
Collected i
(mo/dd/yr)
PH
(Standard
units)
TPH using method
1664ASGT--HEM
(mg/L)
Total Suspended
Solids
(mg/L)
Event
Duration
(minutes)
Total
a
Rainfall
(in)
New Motor oil
Usage
(gal/month)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months
in Tier 2
Sampling=
6-92
is
100 2.3-
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO 0
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
Mail Original and one copV of this DMR(including all "No Flow" & "No Discharge" reports) within 34 days of receipt of sample or at end of monitoring eriod
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, u r penal law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure th q li#ied er onnel prop y gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those a on dire y sponsible or gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am wa th t ther significa enalties for submitting false information, including the possibility off es andimprisonment for knowing violations."
P-3
(5 at of Pe ttee) (Date)
Permit Date: 7/1W2 11-60/30/2015 Last Revised 7/13/11
Page 2 of 2

aceAnalytical
www.pa&sb&=
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
February 21, 2017
Chuck Hoffman
Mid -Atlantic Associates, Inc
409 Rogers View Court
Raleigh, NC 27610
RE: Project: CSC Plant #2
Pace Project No.: 92330217
Dear Chuck Hoffman:
Enclosed are the analytical results for sample(s) received by the laboratory on February 16, 2017.
The results relate only to the samples included in this report. Results reported herein conform to the
most current, applicable TNI/NELAC standards and the laboratory's Quality Assurance Manual,
where applicable, unless otherwise noted in the body of the report.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Nicole Gasiorowski
[e-mail]
Project Manager
Enclosures
cc: Ron Davis, Mid Atlantic Associatees, Inc.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
9g �
without the written consent of Pace Analytical Services, LLC.
Page 1 of 10

acmnalytical o
www.pamiabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
CERTIFICATIONS
Project: CSC Plant #2
Pace Project No.: 92330217
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804 North Carolina Wastewater Certification M 40
Florida/NELAP Certification #: E87648 South Carolina Certification #: 99030001
Massachusetts Certification #: M-NC030 VirginiaNELAP.Certification #: 460222
North Carolina Drinking Water Certification #: 37712
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, LLC. Page 2 of 10

a ce Analj4ical
xavw.pacelaha.co"
SAMPLE ANALYTE COUNT
Project: CSC Plant #2
Pace Project No.: 92330217
Pace Analytical Services, LLC
9000 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92330217001 Outfall #1 SM 2540D CJH1 1 PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, LLC. Page 3 of 10

aceAnalytical
www.pamlaftcom
Pace Analytical Services, LLC
9800 Kinney Ave. Suite 100
Hunteraville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CSC Plant #2
Pace Project No.: 92330217
Sample: Outfall #1 Lab ID: 92330217001 Collected: 02/15/17 10:05 Received: 02/16/17 09:43 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540D Total Suspended Solids Analytical Method: SM 25400
Total Suspended Solids 53.4 mg1L 7A 1 02/21/17 04:08
Date: 02/21/2017 05:36 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Ll-C.
Page 4 of 10

ace Analytical
www.p"Iabs.com
Pace Analytical Services, LLC
9800 Kincey Ave. Suits 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CSC Plant #2
Pace Project No.: 92330217
QC Batch: 349077
Analysis Method:
SM 2540D
QC Batch Method: SM 25400
Analysis Description:
2540D Total Suspended Solids
Associated Lab Samples: 92330217001
METHOD BLANK: 1936583
Matrix: Water
Associated Lab Samples: 92330217001
Blank Reporting
Parameter
Units
Result Limit
Analyzed Qualifiers
Total Suspended Solids
mglL
ND
2.5 02/21/17 04:02
LABORATORY CONTROL SAMPLE: 1936684
Spike LCS
LCS % Rec
Parameter
Units
Cone. Result
% Rec Limits Qualifiers
Total Suspended Solids
mg/L
250 260
104 90-110
SAMPLE DUPLICATE: 1936585
92330213010 Dup
Parameter
Units
Result Result
RPD Qualifiers
Total Suspended Solids
mg1L
ND
ND
SAMPLE DUPLICATE: 1936586
92330217001 Dup
Parameter
Units
Result Result
RPD Qualifiers
Total Suspended Solids
mglL
53.4
54.3 2
Results presented on this page are in the units Indicated by the "Units" column except where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Dale: 02/21 /2017 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 5 of 10

a c8 Analytical"
~.pangiba.c"
Pace Analytical Services, LLC
9800 Kincey Ave. Suite 100
Huniefsville, NC 28078
[phone]
QUALIFIERS
Project: CSC Plant #2
Pace Project No.: 92330217
DEFINITIONS
OF - Dilution Factor, If reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
NO - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit,
PQL - Practical Quantilation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration,
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/21/2017 05:36 PM without the written consent of Pace Analytical Services, LLC. Page 6 of 10

Pace Analytical Services, LLC
® 9800 Kincey Ave. Suite 100
acmnalytical Huntersville, NC 28078
wwwpacelabs.com [phone]
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: CSC Plant #2
Pace Project No.: 92330217
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92330217001 Outfall #1 SM 2540D 349077
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 02/21/2017 05:36 PM without the written consent of Pace Analytical Services, LLC.
Page 7 of 10

Document Name: Document Revised: Sept. 21, 2016
4 Sample Condition Upon Recei t SCUR Page 1 of 2
aceAnalytica! Document No.: Issuing Authority:
F-CAR-CS-033-Rev.01 Pace Quality Office
Laboratory receiving samples:
Asheville ❑ Eden❑ Greenwood ❑ Huntersville,0 Raleigh[] Mechanicsville[]
Sample Condition Upon 1 Client Name: PraJectil WO# : 92330217
Courier: Effed Ex OUPS []LISPS _ T Client II� (I I �� � I1 �I�
❑ Commercial []Pace [--]Other:—
92330217
Custody Seal Present? ❑Yes PNo seals Intact? ❑Yes [ANo
Date/Initials Person Examining Contents-6A-2,1, { �
Packing Material: []Bubble Wrap ❑Bubble Bags ,®None ❑Other:
Thermometer:
�T 1-- - Type of ice: vet []Blue❑None Samples on Ice, cooling process has begun
JAIA Gun ID:
Correction Factor: Cooler Temp Corrected VC): 2 .3 Biological Tissue Frozen? ❑Yes E2fgo ❑N/A
Temp should be above freezing to 6°C
USDA Regulated Soil (;-4N/A, water sample)
Did samples originate in a quarantine zone within the United States: CA, NY, or SC (check maps)?
Did samples originate from a foreign source
inciudina Hawaii and Puerto Ricol? ❑Yes
I Chain of Custody Present? Lames r1No rlN/A 1 1. 1
Arrived within Hold Time?
id Time Analvsls i<72 hr.}'
Rush Turn Around Time Ri
Sufficient Volume?
Correct Containers Used?
-Pace Containers Usea?
Containers Intact?
Samples Field Filtered?
Sample Labels Match COC?
-includes DateMme/iD/
Headspace In VOA Vials (n5
Yes No N A 4.
es []NO N/A 5.
p'es []NO ❑N/A 6.
Yes QN0 N/A 7.
Yes o N A $,
_ []Yes 2(No ❑N/A 9.
s Matrix:
? ❑Yes nNo 01VA 10.
Trip Blank Present?
Trip Blank CustodVseals Present?
CLIENT NOTIFICAT16N/RESOLUTION
Person Contacted;
Comments/Sample
Discrepancy;
[]Yes [:]No (3NJA 1 11.
Note If sediment Is visible In the dissolved container
Field Data Required? ❑Yes ❑No
Date/time:
Project Manager SCURF Review:
I U M ' ` � Date:
Project Manager SRF Review: Date: 9J J
Note: Whenever there is a discrepancy affecting North Carolina compliance samples, a copy of this form will be sent to the North Carolina DEHNR Certification Office (i,�
Out of hold, incorrect preservative, out of temp, Incorrect containers)
f
Page 8 of 10

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BP1U-1 liter plastic Unpreserved (N/A)
BP3S-250 mL Plastic H2SO4 (pH < 2) (Cl-)
811314-250 mL plastic HNO3 (pH < 2)
SP3Z-250 mL Plastic ZN Acetate & NaOH (>9)
BP3C-250 mL Plastic NaOH (pH > 12) (CI-)
MIGM-Wide-mouthed Glass jar Unpreserved
AG1U-1 liter Amber Unpreserved (N/A) (Cl-)
xVx/XVVxxZZ -.. AG1H-1 liter Amber HCl (pH < 2)
AG3U-2S0 mL Amber Unpreserved (N/A) (Cl-)
AG2S-1 liter Amber H2SO4 (pH < 2)
AG3S-250 mL Amber H2SO4 (pH < 2)
AG3A(DG3A)-250 mL Amber NH4Cl (N/A)(CI-)
D69H-40 mL VOA NCI (N/A)
VG9T-40 mL VOA Na2S203 (N/A)
VG9U-40 mL VOA Unp (N/A)
DG9P-40 mL VOA HSP04 (N/A)
VOAK (6 vials per kit)-5035 kit (N/A)
V/GK 13 vials per kit)-VPH/Gas kit (N/A)
SPSi-125 mLSterile Plastic (N/A —Lab)
SPZT 250 mL Sterile Plastic (N/A— lab)
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;_lp.-;aceAna lytical -
...,
Section A
Required Client Irdotmabon:
CHAIN -OF -CUSTODY I Analytical Request Document
The Cha"-Custody is a LEGAL DOCUMENT AD nAevaru fields must be cowlefed acaaatefy.
Section B Section C
Required Project Information' - Invoice Womnation:
0
0
i
Page: of I m
a
Company; Mid -Atlantic Associates, Inc. Report
To: Chuck Hoffman ([e-mail])
Attentrom Chuck Hoffman
Address 409 Rogers View Court Copp
Tv
Company Name. Mid -Atlantic Associates. inc.
REGULATORY AGENCY
Raleigh. NC 27610Address:
409 Rogers View Court. Raleigh. NC
— NPDES i GROUNDWATER i DRINKING WATER
t UST I— RCP.A OTHER
EmaA To, [e-mail] Purchase
Order No: R1944.04
Pace Owls —
Refcence.
Ph-- 919-250-9918
Fax. [phone] Prayed
Name: CSC Plant #2
Pace Prole ct Nicole Gasiorowski
Site Location
ranaw,
STATE:
NC
Requested Om DateiTAT: Standard ProyeC
Nwnber: R 1944.04
Pace Profile If —
Requested
Analysis
Filtered
(YIN)
Section D Valid Maerrz Codes
8
a
r
z
Required Gienl+Momf=m MATRIX COPE
•
s
COLLECTED
Preservatives
>
N
DA Nw WG W�TLA OW.'
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WATER WT
WASTEWATER WW
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n
[.7
COSIPMTE
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do
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SAMPLE ID WIPE WP
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0.
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DATE
TIME
gA7E
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14
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Pace Project Nat Lab I.D.
t
Outfall No. 1
WT
G
O trs
,
x
Rainfall inches ;
2
H: (o .
3
QU
4
6
t75
t
8
9
10
11
12
ADDITIONAL COMMENTS
RELDICNI HED BY I AFFILIATION
DATE
TIME
ACCEPTED BY I AFFILIATION
DATE
TIME
SAMPLE CONDITIONS
SAMPLER NAME AND SIGNATURE
?
2
n
z
Z
m
EA
`e
Z
m `>
RIN
PT Name o1 R:
SIGNATURE o1
DATE
-IMPadanf NOW BY 5 9MV Rqs farm you are auep" Face's NET 30 day Paymerd Terms and agreeing to Lft Charges of 7.51i per rnoeCh fa - s Paid wahin ao days. — F-ALL-0-020rev.08. 12-Oct-2007

- r STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 8 6 SAMPLE COLLECTION YEAR: 2016
FACILITY NAME: Concrete Service Co. Plant No. 2 SAMPLING PERIOD: X❑ July -December ® January -June
PERSON COLLECTING SAMPLES Winnie Jenkins COUNTY Cumberland
CERTIFIED LABORATORY Pace Analytical Lab# 12 PHONENO. 910 323-9198
Lab # ADD TO LISTSERVE? ❑YES X❑NO EMAIL:
OPTIONAL INFO: DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ®Other C; NSW
Part A: Stormwater Monitoring Requirements
OutfalE No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)z
pH _
(Standard
Units)
TSS
(mg/L)
Event
Duration
(minutes)
Total
Rainfa[i`
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
p of Months in Tier
2
2 Sampling
-
-
6-9
100 2,3-
-
-
-
001
No Sample
No Sample
No Sample
No Sam le
No Sample
No Sample
No Sample
REGEIVEn
-
ji
CENTRAL F1
ES
uvv I
iV
' If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
Z If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I.
4 For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oillmonth — averaged over a calendar year.
Outfall :
. l
Datem Sape
- pH
TPH using method
-
Total Suspended
Event
Total .
New;IVlotor Oil
In Tier
Monthly...
R of Months
No '
Collecte+i
(Standard
1664A SGT HEM;
Solids`
Duration
Rainfall'
Usage..
-
Monitoring.
m:Ter 2 ' "
- z
(rno/dd/YrJ'
Un"31
(mg/LJ
(Mg/L)
(minutes) ..
n1
"gall
Sampling
_
A.::.
Cr9: '
=15ZRA.
lOD
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO 0
HAVE YOU CONTACTED THE REGION? YES [:]NO
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville_ Regional Office
Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED:
"I certify, ypder penalty of aw, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure t lified elone! properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those p o dire re nsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am a t t the ar i ificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
REA
5Yi#.uS:ia3JiLiifiNl�y i � . -
Permit Date: 7/1/201Y-60/30/2015 Last Revised 7/13/11
Page 2 of 2

409 Rogers View Court
Raleigh. NC 27610
Mid Atlantic office 919.250.9918
Engineering & Environmental Solutions facsimile 919.250.9950
MAAONLINE.COM
July 8, 2016
JUL 2 0 ZoI6
CENTRAL FILES
NCDEQIDWR DWR SECTION
Attention: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: STORMWATER SAMPLING RESULTS
CONCRETE SERVICE COMPANY PLANT NO. 2
1081 REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140386
MID -ATLANTIC JOB NO.00OR1944.04
To Whom It May Concern:
On behalf of Concrete Service Company, attached please find the Stormwater Discharge
Monitoring Report (DMR) and analytical report for the sampling conducted at the above -
referenced facility. A stormwater sample was collected from Outfall 001 on June 28, 2016
and analyzed for pH and total suspended solids (TSS). As indicated on the attached
DMR, all parameters were reported below their benchmark values or within them
benchmark range. If you have any questions or need additional information, please
contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC. px"
Charles B. Hoffman, PG 0
Project Geologist 0
Attachments: Discharge Outfall Monitoring Reports OV
Laboratory Analytical Reports 004
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 8 6
FACILITYNAME: Concrete Service Co. Plant No. 2
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pacg Analytical Lab # 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2016
SAMPLING PERIOD: ❑ July -December X❑ January -June
COUNTY Cumberland
PHONENO. 910 323-9198
ADD TO LISTSERVE? ❑YES X❑NO EMAIL:
DISCHARGING TO CLASS: [:]SA ❑HQW ❑PNA ❑Trout ®Other c;Nsw
Outfall No.
Date Sample
Collected
(mo/dd/yr OR
1
NO FLOW)
pH
(Standard
Units)
TSS
(mg/Li
Event
Duration
(minutes)
Total
Rainfall~
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 SamplingZ
-
-
6-4
10e,
-
-
-
-
001
6 28 16
8.1
66.5
300
0.33
No
NA
1 if "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Ter 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I.
"For each.sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
Outfall
No.
Date Sample
Collected
(mo/dd/yr}1
PH
(Standard
Units)
TPH using method
1664A SGT-HEM
(mg/L)
Total Suspended
Solids
(mgJl)
Event
Duration
(minutes)
Total
s
Rainfall
(in)
New Motor Oil
Usage
(gal/month)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months
in Tier 2
Z
sampling
6-9 2
is 2
100"
-
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO Qx
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
Mail Original and one copv of this DMR (including all "No Flow" & "No Discharge" reoorts) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED. -
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that q lified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those pers irectl responsible for gath ing the inf rmation, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. 1
am awar t t here re signifi nal ' s r su fitting false information, including the possibility of fines and imprisonment for knowing violations."
r0 -2 ,1 (o -
(Signatur o, ermi e) (Date)
Permit Date: 7/l/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

aceAnalytical
Wmpacmaba.00M
July 02, 2016
Chuck Hoffman
Mid -Atlantic Associates, Inc
409 Rogers View Court
Raleigh, NC 27610
RE: Project: CSC Plant #2
Pace Project No.: 92303445
Dear Chuck Hoffman:
�1C'C �yo3�
Pace Analytical services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
(704)B75.9092
Enclosed are the analytical results for sample(s) received by the laboratory on June 30, 2016. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Nicole Gasiorowski
[e-mail]
Project Manager
Enclosures
cc: Ron Davis, Mid Atlantic Associatees, Inc.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 9

acmnalyticalo
www.pacelabl=n
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Project: CSC Plant #2
Pace Project No.: 92303445
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804
Florida/NELAP Certification M E87648
Massachusetts Certification M M-NC030
North Carolina Drinking Water Certification M 37712
CERTIFICATIONS
North Carolina Wastewater Certification #: 40
South Carolina Certification M 99030001
VrginiaNELAP Certification M 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 9

aceAnalytical
www.p=Oabs.com
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
SAMPLE ANALYTE COUNT
Project: CSC Plant #2
Pace Project No.: 92303445
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92303446001 Outfall No. 1 SM 2540D MJP 1 PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 3 of 9

aceAnalytical
www.paoefaba.com
Pace Analytical Services, Inc.
9800 Kinsey Ave. Suite 100
Huntersville, NC 28078
[phone]
ANALYTICAL RESULTS
Project: CSC Plant #2
Pace Project No.: 92303445
Sample: Outfall No. 1 Lab ID: 92303445001 Collected: 06/28/16 11:18 Received: 06/30/16 09:30 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2640D Total Suspended Solids
Total Suspended Solids
Dale: 07/02/2016 04:25 PM
Analytical Method: SM 2540D
66.5 mg1L 2.5 1
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
07/01 /16 14:09
Page 4 of 9

aceAnaiXical
www.paoeleba.tbnr
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
QUALITY CONTROL DATA
Project: CSC Plant #2
Pace Project No.: 92303445
QC Batch: WET145976 Analysis Method: SM 2540D
QC Batch Method: SM 2540D Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 923D3445001
METHOD BLANK: 1770927 Matrix: Water
Associated Lab Samples: 92303445001
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Suspended Solids mg/L ND 2.5 07/01/16 14:02
LABORATORY CONTROL SAMPLE: 1770928
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Suspended Solids mg/L 250 234 94 90-110
SAMPLE DUPLICATE: 1770929
92303398001 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mg/L 21.0 17.0 21 D6
SAMPLE DUPLICATE: 1770930
92303428006 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mg/L 42.2 37.0 13 D6
Results presented an this page are in the units Indicated by the "Units" column exr:ept where an alternate unit Is presented to the right of the result.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/02/2016 04:25 PM without the written consent of Pace Analytical Services, Inc..
Page 5 of 9

Pace Analytical Services, Inc.
aceMamicaI s 9800 ney Ave. Suite 100
Huntersville, NC 28078078
pacalaftcam [phone]
QUALIFIERS
Project: CSC Plant #2
Pace Project No.: 92303445
DEFINITIONS
OF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
NO - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL -Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI -The NELAC Institute.
LABORATORIES
PAST -A Pace Analytical Services -Asheville
ANALYTE QUALIFIERS
D6 The precision between the sample and sample duplicate exceeded laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full.
Date: 07/02/2016 04:25 PM without the written consent of Pace Analytical Services, Inc.. Page 6 of 9

aceAnalytical"
www.pac0ha.=
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: CSC Plant #2
Pace Project No.: 92303445
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92303445001 Outfall No. 1 SM 2540D WETI45976
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 07/02/2016 04:26 PM without the written consent of Pace Analytical Services; Inc..
Page 7 of 9

6;O e a ed 11 P' ceAnaVical
Condition u on Recel t(SCUR) Page 1 of 2
Document No.: Issuing Authority:
F-CHR-CS-003-rev.29 Pace Huntersvllle Quality Office
Paen 9 of 7 fnr IntBrnal INo ONI Y
Client Name: Project 9 WQ# : 92303445
Courier: ©ed Ex ❑UPS ❑U5P5 []Client
❑ Commercial [-]Pace ❑Other: 92303445
Custody Seal Present? ❑Yes [:]NO' Seals Intact? ❑Yes— ❑No �c
Date/Initials Person Examining Contentstl \ (-
Packing Material: ❑Bubble Wrap 09ubble Bags ❑None []Other.
—
Thermometer: T1505 Type of Ice: Pw6t ❑Blue ❑None ©a-m—ples on Ice, cooling process has begun
Correction Factor: OVC Cooler Temp Corrected ('C); Biological Tissue Frozen? []Yes ❑No QWA—
Temp should be above freezing,to 60C
USDA Regulated Soll ( ©.N/A, water sample)
Did samples originate in a quarantine zone within the United States: CA, NY, or SC (check maps)? Did samples originate from a foreign source RinternationallY.
MYes ONo� Including Hawaii and Puerto Rico)? ❑Yes ©Nr—
Comments/Discre anc
Chain of Custody Present?
Yeses
No
N A
1.
Samples Arrived within Hold Time?
Y6
ONo
N A
2.
Short Hold Time Analysis <72 hr.)?
Yes
No'
N/A
3.
Rush Turn Around Time Requested?
0yes
QNOwEINJA
4.
Sufficient Volume?
Yes
146�
N A
5. i
Correct Containers Used?
DYes
❑No
❑N/A
6.
-Pace Containers Used?
Yes
QNo
N A
Containers Intact?
Yeses
No
N/A
7.
Samples Field Filtered?
OYes
JJNo
N/A'
8. Note if sediment Is visible In the dissolved container
Sample labels Match COC?
loye!r' []No
❑N/A
9.
-Includes Date/Time/ID/Analysis Matrix:
All containers needing acid/base preservation have been
10. HNO°H.!
checked?-.----- _.- ---_- -.— _ -- - - - -
❑Yes
[]No .-
®N/A.All
containers needing preservation are found to be in
compliance with EPA recommendation?
HisuyH.�
(HNO% H,SO4, HCI<2; NaOH >9 Sulfide, NaOH>12 Cyanide)
[]Yes
[]No
•CIN/A`
NaOMPWII
Exceptions: VOA, Coliform, TOC, OII and Grease,
DRO/8015 (water) DOCLLHg
QYes
QNo
N/A
Samples checked for dechlorination?
Yes
nNo
N/A
11.
Heads ace in VOA Vials >5-6mm ?
Yes
QNO
. N/9
12.
Trip Blank Present?
❑Yes
❑No
❑NJA'
13.
Trip Blank Custody Seals Present?
Des
[]No
❑N1A�
Pace Trip Blank Lot N ifpurchased):
CLIENT NOTIFICATION/RESOLUTION
Person Contacted:
Comments/Sample
Discrepancy:
Date/Time:
Field Data Required? ❑Yes ONO
Project Manager SCURF Review: I " Date: - 0 (4L ---
Project Manager SRF Review: AI J ,6 Date: � Jo
Note: Whenever there is a discrepancy affecting North Carolina complia ce samples, a copy of this form will be sent to the North Carolina DEMNA Certification Office (i.e.
Out of hold, Incorrect preservative, out of temp, Incorrect containers)

�2eAnalytical-
CHAIN-OF-CUSTODY I Analytical Request Document
The Chain-at-CustadY is a LEGAL DOCUMENT, AN retevan; melds must be completed accurately,
aecnon a Section C
F
Required Client IrMmnaDm ReWAMd Project Irdormatiore IrPage, L M
domtaCh
C—PaTtY Mid -Atlantic Associates, Inc. Report To: Chuck Hoffman (c3Taffman�maaonline.com) ttention: Chuck Holtman _
Address: 409 Rogers View Court
Copy TO:
ConVaM Name: Mid -Atlantic Associates, inc.
REGULATORY AGENCY
Raleigh, NC 27610
Addresv 409 Rogers Vtew Court, Raleigh, NC
i NPDES I- GROUND WATER 7 DRINKING WATER
!- UST RCRA r OTHER Jf—
:
Email To: Choffman@maaDNine corm
Purchase order Na.: R4944.04
Pam 010e —
Rmere :
Phone- 919-250-9918
Fay 919-258-9950 Pmjw
Na—: CSC Plant #2
ed Nicole Gasiorowski
Site Location
STATE:
NC
Rttquasted Duo paterrAT: su•,•r,M
Project N4mmer. R1944.04
pace profiler —
Requested
Analysis
Fittered
(YIN)
Section D VaUd Matrix Cades
r
J
I
tAWAra4t.'tiaratetarmobn AM�RZ S
0
0
COLLECTED
Preservatives
s'
N
LRNOG WAM OW
V
z
WAT" Wr
a
tl
U
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WASTE WATER WW
PRODUCT P
"
a
LO�+rTE
START
tx
ENDIGRAS
t-
z
SOWSOLID SL
OIL OL
a
U'
i?
to
SAMPLE ID WIPE WPAM
m
AR
(A-Z 0-9 1.I OTHER OT
p
tv
a
¢
13
m
Sample IOs MUST BE UNIQUE TISSUE15
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TIME
DATE
TIME
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2
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Pace Project NoJ Lab I.D.
1
Outfall No. i
wr
G
t I;
114A,
x
I
I I
I
I
I
I
I
I
I Rainfall (inches):
2
H: 1
3
4
5
6
7
a
8
10
11
12
ADOMNAL COMMENTS
REUMOU35HED BY r AFRLIATtON
DATE
TIME,,
8Y I AFFILIAT'IO+N
DATE
TIME
SAMPLE CONDnwNss
��A-;[xFPTED
`
j
p.
SAMPLER NAME AND SIGNATURE
v
c r
a^
e
N
c
v ?
ro
=
PRINT Nam o1SAlAPLER:
e
~
E
E
SIGNATURo1SAMPLER
p
&r q! //
YYf0D1Z 2,0l b
ciu
T - V
to •Impwwt Note: By s*" this form you am accepting FacWs NET 30 may payawM corms and agreOV to Late charges er 1.5% per naoren Tar arty Imrdces not rttsdd F-ALL-Q-020rev.08. 12.00t-2007

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
�l
CERTIFICATE OF COVERAGE NO. NCG14 0 3 8 6
FACILITY NAME: Concrete Service Co- Plant No. 2
PERSON COLLECTING SAMPLES Winnie .Jenkins
CERTIFIED LABORATORY Pace Analytical Lab # 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2015
SAMPLING PERIOD: X❑ July -December ❑ January -June
COUNTY Cumberland
PHONENO. 910 323-9198
ADD TO LISTSERVE? ❑YES X❑NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HCIW
❑PNA ❑Trout ®Other C; NSW
Outfall No.
Date Sample
Collected
(mo/dd/yr OR
NO FLOW)t
PH
(Standard
Units)
TSg
(mg/L)
Event
Duration
(minutes)
Total
Rainfall"
(m)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 Samplings
-
-
6-92
1002�3
-
-
-
-
001
12 22 2015
7.6
61.2
960
1.38
No
NA
1 if "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l.
4For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year.
.-
pH
TPH using method
sofa! Suspended
Event
Total
New Motor Oil
Tieh'2
# of Moths
Outfall,
Date Sample
,.-.
;�{Standard ':
16&4ASGTHEM:
Solids`
Duration '
Rainfalh
Usage .
fM ont_ly4
in.Tier�2
.No
C611ected
x
(mo/dd/y)
Units)
{rng/L)
(mg/L)
(minutes)
(in)
(gal/month)
Monitoring?
IY/n);.
sz
Sampling
,15
1()0 .
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO ❑g
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional office
Mail Original and one copy of this DMR(including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CER7IFICA7I0N FOR ANY INFORMA7I0N REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure tha ualified p rsonnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those per ns dir ctl responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I
am r h t t r re significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
—ram — 1
(signature of er(ni ee) (Date)
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

Mid Atlantic
Engineering & Environmental Solutions
January 27, 2016
NCDEQIDWR
Attention: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
fift
KIFICEt V ED
FEB.a2 Cut,
CENTRAL F'l .
DWR SEC'S" IN
Subject: STORMWATER SAMPLING RESULTS
CONCRETE SERVICE COMPANY PLANT NO.2
1081 REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140386
MID -ATLANTIC JOB NO. 000R1944.04
To Whom It May Concern:
409 Rogers View Court
Raleigh. NC 2 76 10
offte 919.250.9918
facsimile 919.250.9950
MAAONLINE.COM
On behalf of Concrete Service Company, attached please find the Stormwater Discharge
Monitoring Report (DMR) and analytical report for the sampling conducted at the above -
referenced facility. A stormwater sample was collected from Outfall 001 on December 22, 2015
and analyzed for pH and total suspended solids (TSS). As indicated on the attached DMR, all
parameters were reported below their benchmark values or within their benchmark range. If you
have any questions or need additional information, please contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, PG
Project Geologist
Attachments: Discharge Outfall Monitoring Reports
Laboratory Analytical Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

+ wV4Analyfi4Ql s
wwrpKeiobs.com
December 28, 2015
Chuck Hoffman
Mid -Atlantic Associates, Inc
409 Rogers View Court
Raleigh, NC 27610
RE: Project: Concrete Service #2
Pace Project No.: 92280988
Dear Chuck Hoffman:
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 2807E
[phone]
Enclosed are the analytical results for sample(s) received by the laboratory on December 23, 2015.
The results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Nicole Gasiorowski
[e-mail]
Project Manager
Enclosures
cc: Ron Davis, Mid Atlantic Associatees, Inc.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 9

aceAnalyh'caI°
tinew.pecalabe.cmn
Pace Analytical Servlcoa, Inc.
9900 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
CERTIFICATIONS
Project: Concrete Service #2
Pace Project No.: 92280988
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804 North Carolina Wastewater Certification #: 40
Florida/NELAP Certification #: E87648 South Carolina Certification M 99030001
Massachusetts Certificatlon #: M-NC030 West Virginia Certification #: 356
North Carolina Drinking Water Certification M 37712 VirginiaNELAP Certification M 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 9

ceAnalytical
www.pnceiaba.com
SAMPLE ANALYTE COUNT
Project: Concrete Service 92
Pace Project No.: 92280988
Pace Analytical Services, Inc.
9800 Kineey Ave. Suite 100
Huntensville, NC 28078
[phone]
Analytes
Lab ID Sample ID Method Analysts Reported Laboratory
92280988001 Outfall No. 1 SM 2540D MJP 1 PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not he reproduced, except in full,
without the written consent of Pace Analytical Services, Inc.. Page 3 of 9

Pace Analytical Services, Inc.
^G00a 9800 Kincey Ave. Suite 100
Huntersville,NC28078
WWW-pecefsa=r1 [phone]
ANALYTICAL RESULTS
Project: Concrete Service #2
Pace Project No.: 92280988
Sample: Outfall No. 1 Lab ID: 92280988001 Collected: 12122/15 08:32 Received: 12/23/15 11:45 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540D Total Suspended Solids
Total Suspended Solids
Analytical Method: SM 2540D
61.2 mg1L 15.6 1
REPORT OF LABORATORY ANALYSIS
12/24/15 11:48
This report shall not be reproduced, except in full,
Date: 12/28/2015 05:30 PM without the written consent of Pace Analytical Services, Inc.. Page 4 of 9

.aceAnalytical
rww.plicallibsaom
QUALITY CONTROL DATA
Project: Concrete Service #2
Pace Project No.: 92280988
QC Batch: WET142173 Analysis Method: SM 2540D
QC Batch Method: SM 2540D Analysis Description: 2540D Total Suspended Solids
Associated Lab Samples: 92280988001
METHOD BLANK: 1637248 Matrix: Water
Associated Lab Samples: 92280988001
Blank Reporting
Parameter Units Result Limit Analyzed Qualifiers
Total Suspended Solids mg1L ND 2.5 12/24/16 11:39
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersviiie, NC 28078
[phone]
LABORATORY CONTROL SAMPLE: 1637249
Spike LCS LCS % Rec
Parameter Units Conc. Result % Rec Limits Qualifiers
Total Suspended Solids mg/L 250 246 98 90-110
SAMPLE DUPLICATE: 1637250
92281034001 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mg1L NO NO
SAMPLE DUPLICATE: 1637251
92280964001 Dup
Parameter Units Result Result RPD Qualifiers
Total Suspended Solids mg1L 3.2 CO 23 06
Results presented on this page are In the units Indicated by the "Unite" column except where an alternate unit IS presented to the right of the resull.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2015 05:30 PM without the written consent of Pace Analytical Services, Inc..
Page 5of9

I
eAnalytical"
WWWPecdaha.oum
QUALIFIERS
Project: Concrete Service #2
Pace Project No.: 92280988
DEFINITIONS
DF - Dilution Factor, if reported, represents the factor applied to the reported data due to dilution of the sample aliquot.
ND - Not Detected at or above adjusted reporting limit.
J - Estimated concentration above the adjusted method detection limit and below the adjusted reporting limit.
MDL - Adjusted Method Detection Limit.
PQL - Practical Quantitation Limit.
RL - Reporting Limit.
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
S - Surrogate
1,2-Diphenylhydrazine decomposes to and cannot be separated from Azobenzene using Method 8270. The result for each analyte is
a combined concentration.
Consistent with EPA guidelines, unrounded data are displayed and have been used to calculate % recovery and RPD values.
LCS(D) - Laboratory Control Sample (Duplicate)
MS(D) - Matrix Spike (Duplicate)
DUP - Sample Duplicate
RPD - Relative Percent Difference
NC - Not Calculable.
SG - Silica Gel - Clean -Up
U - Indicates the compound was analyzed for, but not detected.
Acid preservation may not be appropriate for 2 Chloroethylvinyl ether, Styrene, and Vinyl chloride.
A separate vial preserved to a pH of 4-5 is recommended in SW846 Chapter 4 for the analysis of Acrolein and Acrylonitrile by EPA
Method 8260.
N-Nitrosodiphenylamine decomposes and cannot be separated from Diphenylamine using Method 8270. The result reported for
each analyte is a combined concentration.
Pace Analytical is TNI accredited. Contact your Pace PM for the current list of accredited analytes.
TNI - The NELAC Institute.
LABORATORIES
PASI-A Pace Analytical Services -Asheville
ANALYTE QUALIFIERS
06 The relative percent difference (RPD) between the sample and sample duplicate exceeded laboratory control limits.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2015 05:30 PM without the written consent of Pace Analytical Services, Inc., Page 6 of 9

aceAnalytr'ca!
wwwpaod hL=n
QUALITY CONTROL DATA CROSS REFERENCE TABLE
Project: Concrete Service #2
Pace Project No.: 92280988
Paco Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Analytical
Lab ID Sample ID QC Batch Method QC Batch Analytical Method Batch
92280988001 Outfall No. 1 SM 2540D WET142173
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
Date: 12/28/2015 05:30 PM without the written consent of Pace Analytical Services, Inc.. Page 7 of 9

iZ.!WC9A17a"C81*
uocumentNarne".- vocyrnent
L F-CHR-CS-00MV.17'
Client Name: Project
Courier. ffFed 9x [JOps LJUS Cllent
OCommercial []Pace [jOther_
Pace HuntersvIlFeAdality.Office.'
wo#:92280988
I�jIIIIIIIIIIIINI
88
Custody WI on Caoler/Box Present? []Yes Seats Intact? []Yes No
vWN.
Packing Material, []Bubble Wrap Xup []bbld Ballone ClOther:
Thermometer P-6505
Used: Type of lent bNond'.- 49 dSi,dSiaiiu1 -Hcwhasb n
-
CoollerTemprAirve Bijilogical Tlssui.Fiozin?'­ EJY64 , /A
0K
f Eaniini it 7-t 7--'> Temp should be above 0.0 6C _2ang to VC Correction Factor. Date and Inkle"tit of
USDA le IPU NA water sample)
Did samples oled So
In a quarantine zone within the United States: CA, W, or SC (check maps)? Did id'
indu ng IIeAill are) F
Oyu 0
If Yes to either question, q(I out a Regulated sell Checklist and Indudo with)WItlop C aim p W��', :'- I'.: . ­'
Chain of Custody Present?
Yes
Na
[3N/A
1.
2.
1.
q
Chain ofCustody Filled Out? No QWA
.Chain of Custody RellnElshed? NaQQN/A
Sampler Name and/or Signature on C00
illes
13NO
EJN/A
Sam pl�es Arrived Ahin Hold Time?
fYes
NaM-
E3N/A
Short Hold Time Anilysli (42 hr)?
Yes
Ufa
ON/A
6.,
7.
Rush Turn Around Time Requested?
OYes
aQNA
7.
Suffident'Volume?
es
No
EINIA
B.
7
.Correct ContBtqqs Used?,,
esI❑No
13' N/A
9.
-fameqrttalners Used?
es
M
QN/V
Contellners Intact?
No
QLA
N
10.
Filtered Volume Received for Dissolved Tests?
ClYes
No
A
11.
NOW If kdlim'ent Ii viii6le, 14 id1i" cohtafnar
Sample Labels Match COC?'
0(m
[3NP
[3N/A
12.
A,
-1111143 D8tqMM4AD/ArI8015 Meft
'All colibiners needing add/baie,10reservatibn have bein
checked?
[3Yes
[3ft
QIN//A
19
All containers needing preservation are round to be In
celmollance with EPA recommendifflort?
(/A
(HNN H04, HCI<% NaOH >9 Sulfide, NaOH>12 Cyanide)
[3Yes
13No
Q11
1 xceptlons: VOk Colftmr, WC, Oil and Grease,
DRO/8015 (water) DOCARs
E3Yes
[]No
Samples checked for declilorization
zles
No
N A
14
Headspace in VOA V141s (*ftm)?
QY6
OW
A
15.
Trip Blank Present?
OYes
13No
QAVA
Trip Blank Custody Seals Present?
Oyds
[3No
9WA
Pace Trip Blank lot if purchased)-
CUENTNOTIFICATI614/111.13011WITION'
Person Contacted: Date/nine.
Comments/Resolution:
Project Mangar$WRF Revlew;. N`M�-1 Dahl
Note- Wheneverthere Is a d1unpancy affecting NOfth Carollna COMPIMhCO ISM11101, a COPY Of this Win will be serif to
hold, Incorrect preservative, Out of tamp, incorrect containers).
Field
, 1p
North Ci rolina 5EHNR
;;d_"0fflc1 1111.6, out of
Page 8 OV8

Y
ITEM 0
lJ
14
-eA
0!
r
m
I
r%4
Im
41.
16b
1XCODE
LE TYPE (G-GRAB C-Comp)
d
V.
r7.
rn
ki
LLECTION
Unpmtiomed
u?
Him
-
I
1Y
Ndo
v,),
Al
1,
Suspended Solids
z
-'a
—7,
30"1
�
tffl'i
z
A":
Reil&il Chl6flne (YIN)
7p
ras (YIN)
qU!tody 608MM
-
1pagl
9ofg

4.
STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG 14 0 3 8 6
FACILITY NAME: Concrete Service Co. Plant No. 2
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab# 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2015
SAMPLING PERIOD: ❑ July -December ❑X JanuaryJune
COUNTY Cumberland
PHONE NO. ( 910 323 - 9198
ADD TO LISTSERVE? ❑YES X❑NO EMAIL:
DISCHARGING TO CLASS: [:]SA ❑HQW ❑PNA ❑Trout ®Other c; NSW
Outfall No.
Date Sample
Collected
( mo/dd/yr OR
1
NO FLOW)
pH
(Standard
Emits}
TSS
(mg/L)
Event
Duration
(minutes}
Total
4
Rainfall
(in}
In Tier 2
Monthly
Monitoring.
(y/n)
# of Months in Tier
2 Sampling z
-
-
6-92
100'-3
-
-
-
-
001
04 07 2015
7.8
6_0
NA
0.10
No
None
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
z If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l.
`For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page Iof2
1�_

fA.
Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gat of new motor oil/month — averaged over a calendar year.
Outfall
No.
Date Sample
Collected
(mo/dd/yr)1
PH ;
[Standard
Units)
TPH using method
1664,4 SGT--HEM
(mg/L)_
Total Suspended
Solids
(mg/L)
Event
Duration
(minutes)
Total
Rainfall°
(in)
New Motor Oil
Usage
(gal/month)
In Tier 2
Monthly
Monitoring?
(Y/n)
# of Months
to Tier 2
Z
Sampling
6-9
15
100 ,
-
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO ❑X
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATION FOR ANY INFORMATION REPORTED.
"I certify, under Pena ty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualifieIl,Yp rson i properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons dire res ible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am aware that
(Signature of Permittee
penalties
mitting false information, including the possibility of fines a d imprisonment for knowing violations."
�zz 8
' e
( Date)
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

6
Mid Atlantic
Engineering & Environmental Solutions
MAY 202015
May 11, 2015 CENTRAL FILES
DWR SECTION
NCDENRIDWQ
Attention: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: STORMWATER SAMPLING RESULTS
CONCRETE SERVICE COMPANY PLANT NO. 2
1081 REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140386
MID -ATLANTIC JOB NO. 00OR1944.04
To Whom It May Concern:
409 Rogers View Court
Raleigh, NC 27610
office 919.250.9918
facsimile 919.250.9950
MAAONLINE.COM
Attached please find the Stormwater Discharge Monitoring Report and analytical report for the
sampling conducted at the above -referenced site. A stormwater sample was collected from Outfall
001 on April 7, 2015 and analyzed for pH and total suspended solids (TSS). All parameters were
reported below their respective benchmark values or within their benchmark range. If you have
any questions or need additional information, please contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, PG
Project Geologist
Attachments: Discharge Outfall Monitoring Reports
Laboratory Analytical Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

aceAnalytical a
www.pacelabs.com
1
April 24, 2015
Beverly Oglesby
Mid Atlantic Associates, Inc.
409 Rogers View Court
Raleigh, NC 27610
RE: Project: Concrete Service #2
Pace Project No.: 92244417
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone]
Dear Beverly Oglesby:
Enclosed are the analytical results for sample(s) received by the laboratory on April 08, 2015. The
results relate only to the samples included in this report. Results reported herein conform to the
most current TNI standards and the laboratory's Quality Assurance Manual, where applicable, unless
otherwise noted in the body of the report.
Analyses were performed at the Pace Analytical Services location indicated on the sample analyte
page for analysis unless otherwise footnoted.
If you have any questions concerning this report, please feel free to contact me.
Sincerely,
Nicole Gasiorowski
[e-mail]
Project Manager
Enclosures
cc: Darin McClure, Mid Atlantic Associates. Inc.
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 1 of 9

Pace Analytical services, Inc.
® 9800 KinceyAve. Suite 100
aceAnalytical Huntersville, NC 28078
www.pacelabsmm [phone]
CERTIFICATIONS
Project: Concrete Service #2
Pace Project No.: 92244417
Asheville Certification IDs
2225 Riverside Drive, Asheville, NC 28804 North Carolina Wastewater Certification #: 40
Florida/NELAP Certification #: E87648 South Carolina Certification #: 99030001
Massachusetts Certfficatfon #: M-NC030 West Virginia Certification #: 356
North Carolina Drinking Water Certification #: 37712 VrginiafVELAP Certification #: 460222
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, Inc.. Page 2 of 9

laceAnalytical-
www�pacelabs.com
SAMPLE ANALYTE COUNT
Project: Concrete Service #2
Pace Project No.: 92244417
Lab ID Sample ID Method Analysts
92244417001 Outfall #1 - pH 7.8
SM 2540D
MDW
Pace Analytical Services, Inc.
0800 Kincey Ave. Suite 100
Huntersville, NC 28070
[phone]
Analytes
Reported Laboratory
1 PASI-A
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except In full,
without the written consent of Pace Analytical Services, inc.,
Page 3 of 9

1'741ace Analytical
www.pacalabs.com
1
ANALYTICAL RESULTS
Project: Concrete Service #2
Pace Project No.: 92244417
Pace Analytical Services, Inc.
9800 Kincey Ave. Suite 100
Huntersville, NC 28078
[phone] '
Sample: Outfall #1- pH 7.8 Lab ID: 92244417001 Collected: 04/07/15 06:01 Received: 04/08/15 09:15 Matrix: Water
Parameters Results Units Report Limit DF Prepared Analyzed CAS No. Qual
2540D Total Suspended Solids Analytical Method: SM 2540D
Total Suspended Solids 6.0 mglL 3.3 1 04/13/15 10:35
Date: 04/24/2015 06:11 PM
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of Pace Analytical Services, Inc..
Page 4 of 9

Client Name:
Courier: ❑ %<Ax ❑ UPS❑ LISPS❑ Client❑ Commercial❑ Pace Other
Custody Seal on Cooler/Box Present: ❑ yes EI no Seals intact: ❑ yes ❑ no
��
Packing Material: ❑ Bubble V❑p ❑ Bubble Bags ❑ Q�lert'e ❑ Other _/
Thermometer Used: IR Gun T1401 Type of Ice: 0� Blue None 1 Samples on ice, cooling process has begun
Temp Correction Factor T1401 No Correction
Corrected Cooler Temp.:_ C
Biological Tissue Is Frozen: Yes No UA A Date and Initial's Pf or r ining
L
contents:
Temp should be above freezing to 60C
Comments:
Chain of Custody Present:
es ❑No
❑NIA
1.
Chain of Custody Filled Out:
RfYes ❑No
❑NIA
2.
Chain of Custod Relin uished:
Y s ❑No
©NIA
3.
Sampler Name & Signature on COC:
468 ONO
❑NIA
4.
Samples Arrived within Hold Time:
Yes []No
❑NIA
5.
Short bold Time Analysis <72hr :
❑Yes o
❑NIA
6.
Rush Turn Around Time Requested:
❑YeIdNo
❑NIA
7.
Sufficient Volume;
Yes []No
❑NIA
S.
Correct Containers Used:
es ONO
❑N/A
9.
-Pace Containers Used:
JJ
Zyes ONO
0NIA
Containers Intact:
es ❑No
❑NIA
10.
Filtered volume received for Dissolved tests
❑Yes ❑N
NIA
11.
Sample Labels match COC:
❑Yes No
❑NrA
12.
-Includes date/time/ID/Analysis Matrix:
All containers needing preservation have been checked.
❑Yea ❑No
NIA
13.
All containers needing preservation are found to be in
❑Yes ONO
R(IA
compliance with EPA recommendation,
,,�
exceptions: VOA, conform, TOG, 0&G, VV!-DRO ater)
[]Yes No
Samples checked for dechlorinatlon:
❑Yes ONO
taNIA
14.
Heads ace In VOA Vials >6mm :
❑Yes ❑No
04IA
15.
Trip Blank Present:
❑Yes ONO
12<A
16.
Trip Blank Custody Seals Present
❑Yes ONO
Ld IA
Pace Trip Blank Lot # if purchased):
Client Notification/ Resolution: Field Data Required? Y 1 N
Person Contacted: Datefrime:
Comments/ Resolution:
SCURF Review: ITVN Date: I "01,.,
SRF Revlew: 12M Date:
Note: Whenever there is a discrepancy affecting North Carolina compliance
samples, a copy of this form will be sent to the North Carolina DEHNR
Certification Office ( i.e out of hold, Incorrect preservative, out of temp,
Incorrect containers)
jW t # 9 2- 4�441 -,
82Z44417
Page 8 of 9

laceAnayical'
CHAIN -OF -CUSTODY 1 Analytical Request DocumentThe Chain-vf-Custody isa LEGAL DOCUMENT. AO relevant Gelds must be aoffgftWd accurately.
LL
Section A Section B Section C
Page:
L of
RequiredClient Information: Required Project information: kivoice Information:
Company. Report To* Atteniiod: •
C{u
1567533
+ _Nodd�ph ; c r.� cGia.e.
Copy
Address; vim
To:Clark ei
CompanyMri •G
REGULATORY AGENCY
i 1W, eak 10
a
�FS r GROUND WATER r DRINKING WATER
—
UST 1 RCRA rN OTHER CL1Grf'r
HT ' e Purchase
1 Ae •
Order No.:
Pace Qvota
Retetenoo:
a50—pl l� t �y�arso s PQjW
Name:
Site L, ca;50n
Requested Due DaterrAT: Project
Number.
Paw Praha e: ---,
Requested
Analysis
Filtered
(YIN)
Section D Matrix Codes
z
Required Clem Inramatm wk-mix I =
a
7
COLLECTED
Preservatives
Ddrodrtg Water pW
r°s
zz
Water VV'r
U
Waste Water WW
@
C rE
CWE
Product P
-
Z
SOWS06d SL
Y
SAMPLE ID � OL
v
;,
(A-7- 0-9I : j Air AR
W
r
a
Z
O
Sample IDs MUST BE UNIQUE Tissue TS
O
0.
F
m
op
L
V
a
Other OT
U
X
�
to
a
Lu
tit
a
z
t7
0
t'_
m
m
i
O
C
m
7.
M
Q�} (� u
y
4
c
rn
Z
U
Om
�,
m
m�
Q
m
[ {► t `�
PATE
TIME
DATE
TIME
7
2
2
S
z
z
O
y
Pace Project No Lab LD.
1
y� p
� -7. O
i5
:2
3
4
5
6
�7
8
� 9
�a
a�
s2
ADDITIONAL COMMENTS
RELINQUISHED BY I AFFILIATION
DATE
TIME
AC TED B
TION
DATE
T 1ME
SAMPLE CONDITIONS
I
b.
15
A
SAMPLER NAME AND SIGNATURE
PRINT Name of SAMPLER: !w
n
$ a
¢ ?
_
SIGNATURE o15AhIP DATE Signed
(MwDDrM; o� �7 fat)
m
F
m
E�
VT� F-ALL•0-020rev.07. t 5-Mav-2007

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO N off .3` S
FACILITY NAME: Concrete Service Co. Plant No. _ 2
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab #I 12
Lab ##
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: Z2.01.4• '•
SAMPLING PERIOD: X❑ July iecember January -June
COUNTY Cumberland
PHONENO. 910 323-9198
ADD TO LISTSERVE? []YES ONO EMAIL:
DISCHARGING TO CLASS: [:]SA ❑HQW ❑PNA []Trout ®Other C; NSw
Outfall No.
Date Sample
Collected
( mo/dd/yr OR
NO FLOW)1
PH
(Standard
Units)
TSS
(mg/L)
Event
Duration
(minutes)
Total
Rainfall°
(in)
In Tier 2
Monthly
?
Monitoring.
(y/n)
## of Months in Tier
2
2 Sampling
-
-
6-92
1002',
-
-
-
-
001
No Sample
No Sample
No Sample
No Sample
No Sample
No Sam le
No Sample
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmark values are 100 mg/I, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/I.
"For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2
rw�

— I
Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities using > 55 gal of new motor oil/month — averaged over a calendar year. t,t _
Outfall
No.
Date Sample
collected -.
(mo/dd/yr)1
pH
(Standard .
Units)
TPH using method
1664A SGT--HEM
(mg/I_)
Total Suspended
Solids
(mg/L)
Event
Duration.
(mrn'utes)
Total
Rainfall'
(in)
New;Motor Oil
Usage
_(gal%in nth)
In Tier 2
Monthly
Monitoring?
W/OSampling
# of Months
in Tier 2
Z.
6-9' ..
is
1002-1
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO ❑x
HAVE YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional office
Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of samole (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFIG4TION FOR ANY INFORMATION REPORTED:
" I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directl resp sib a for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete.
am aware that t re a si nifi nt penalties for submitting false information, including the possibility of fin�ees and imprisonment for knowing violations."
• a O _M
(Signature of Permittee (Date)
Permit Date: 7/l/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

Mid Atlantic
Engineering & Environmental Solutions
January 28, 2015
Central Files
Division of Water Resources
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
REFCEIVED
JUN 18 2015
CENTRAL FILES
DWR SECTION
Subject: NOTIFICATION OF NON -SAMPLING
CONCRETE SERVICE COMPANY PLANT NO.2
1081 REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140386
MID -ATLANTIC JOB NO. 000R1944.04
To Whom It May Concern:
409 Rogers View Court
Raleigh, NC 27610
office 919.250.9918
facsimile 919.250.9950
MAAONLINE.COM
On behalf of Concrete Service Company, Inc., this letter serves as notification that a stormwater
sample was not collected during the final sampling period (July -December) of 2014. During this
timeframe, a measurable storm event did not occur at a time when a stormwater sample could be
collected (i.e. during business hours when the facility was occupied, and preceded by 72 hours
with no measurable storm event). Concrete Service Company, Inc. personnel will collect
representative stormwater samples during the current sampling period (January -June 2015). If
you have any questions or need additional information, please contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachments: Discharge Outfail Monitoring Reports
Laboratory Analytical Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

STORMWATER DISCHARGE OUTFALL (SDO) - Semi -Annual MONITORING FORM
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE NO. NCG14 0 3 8 6
FACILITY NAME: Concrete Service Co. Plant No. 2
PERSON COLLECTING SAMPLES Winnie Jenkins
CERTIFIED LABORATORY Pace Analytical Lab# 12
Lab #
OPTIONAL INFO:
Part A: Stormwater Monitoring Requirements
SAMPLE COLLECTION YEAR: 2014
SAMPLING PERIOD: ❑ July -December ❑X January -June
COUNTY Cumberland
PHONE NO. ( 910 323-9198
ADD TO LISTSERVE? ❑YES X❑NO EMAIL:
DISCHARGING TO CLASS: ❑SA ❑HQW ❑PNA ❑Trout ®Other C;NSw
Outfall No.
Date Sample
Collected
(rrto/dd/yr OR
NO FLOW)1
pH
(Standard
Units]
TSS
(mg/L)
Event
Duration
(minutes)
Total
Rainfall°
(in)
In Tier 2
Monthly
Monitoring?
(y/n)
# of Months in Tier
2 Sampling2
-
-
6-92
lo0
-
-
-
-
001
12 31 2013
No Sample
No Sam le
No Sam le
No Sample.
No Sample
No Sample
LUG
CENTRAL FILE
DWQIBOG
1 If "NO FLOW" or "NO DISCHARGE, Enter "NO FLOW" or "NO DISCHARGE" for each outfall here. Please make sure to mark the sample period above.
2 If a value is in excess of the benchmark, or outside the benchmark range (for pH), you must implement the Tier 1 or Tier 2 responses in the General Permit. Tier 2
Monthly sampling shall be done until 3 consecutive samples are below the benchmark or within the benchmark range.
3 TSS benchmarkvalues are 100 mg/l, except when discharging to ORW, HQW, Trout, and PNA waters where they are 50 mg/l.
° For each sampled measurable storm event the total precipitation must be recorded using data from an on -site rain gauge.
ED
Permit Date: 7/1/2011-60/30/2015 Last Revised 7/13/11
Page 1 of 2
iI

Part B: Vehicle Maintenance Activity Monitoring Requirements for facilities us! ng > 55 ga! of new motor oil/month — averaged over a calendar year.
Ou#fall
No.
Date Sample
Collected 1
(mo/dd/yr)
pH
(Standard
Units)
TPH using method
1664A SGT-HEM
(mg/L)
Total Suspended
Solids
(mg/L)
Event
Duration
(minutes)
Total
Rainfall'
(in)
New Motor Oil
Usage
(gal/month)
In Tier 2 Monthly
Monitoring?
(y/n)
# of Months
in Tier 2
Sampling
6-9
15
100 2,3-
-
-
-
-
HAS YOUR FACILITY HAD 4 OR MORE BENCHMARK EXCEEDENCES AT ANY ONE OUTFALL (INCLUDING VEHICLE MAINTENANCE)? YES ❑ NO Q
HAVE; YOU CONTACTED THE REGION? YES ❑ NO
REGIONAL OFFICE CONTACT NAME: Paul E. Rawls, Fayetteville Regional Office
Mail Original and one copy of this DMR (including all "No Flow" & "No Discharge" reports) within 30 days of receipt of sample (or at end of monitoring period
in case of "No Flow") to:
Division of Water Quality
Attn: DWQ Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
YOU MUST SIGN THIS CERTIFICATIOB FOR ANY INFORMATION REPORTED:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to
assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those perso s ire res onsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate, and complete
am away at her re nificant penalties for submitting false information, including the possibility of fines and imprisonment for knowing violations."
•ate—i
(Signature of Perm ee) (Date)
Permit Date: 7/l/2011-60/30/2015 Last Revised 7/13/11
Page 2 of 2

Mid Atlantic
Engineering & Environmental Solutions
July 22, 2014
NCDENRIDWQ
Attention: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Subject: NOTIFICATION OF NON -SAMPLING
CONCRETE SERVICE COMPANY PLANT NO. 2
1081 REILLY ROAD
FAYETTEVILLE, CUMBERLAND COUNTY, NORTH CAROLINA
NPDES PERMIT NO. NCG140386
MID -ATLANTIC JOB NO. 00OR1944.04
To Whom It May Concern:
409 Rogers View Court
Raleigh, NC 276 10
office 919.250.9918
facsimile 919.250.9950
MAAONLINE.COM
On behalf of Concrete Service Company, Inc., this letter senses as notification that a stormwater
sample was not collected during the first period (January -June) of 2014. During this timeframe, a
measurable storm event did not occur at a time when a stormwater sample could be collected (i.e.
during business hours when the facility was occupied, and preceded by 72 hours with no
measurable storm event). Concrete Service Company, Inc. personnel will attempt to collect two
representative stormwater samples during the current sampling period (July -December 2014). 1f
you have any questions or need additional information, please contact me at 919-250-9918.
Sincerely,
MID -ATLANTIC ASSOCIATES, INC.
Charles B. Hoffman, P.G.
Project Geologist
Attachments: Discharge Outfall Monitoring Reports
Laboratory Analytical Reports
EXPERIENCED CUSTOMER FOCUSED INNOVATIVE

EIP = Existing Iron Pipe
EPN = Existing Pin
ER = Existing T—Iron
ECM = Existing Concrete Monument
SRB = Set Rebar
PP = Power Pole
DI = Drop Inlet
Note:
Boundary and Topography by Michael Tate, PLS
1, MICHAEL TATi certify that this map was drawn under
my supervision from an actual survey made under my
supervision, that the ratio of precision as calculated by
computer is 1: 10000. This map does not conform to
GS 47-30 as amended and is not intended for recordation,
nor should a copy of this map be attached to a deed
as an exhibit to be recorded per GS 9C-26.
GHAEL 'WE, Profession -find Surveyor No. L-2450
�!,� Yes �
SEAL 17'
L-2450 o
g
G?
710P 499.79'
IMV IN 496.71
li,'V OUT 496.
3
D
Bronwyn Note-
Street
Tieline is to centerline of intersection
of Railroad and Bronwyn Street.
(60' Right-of-way)
1
l
NOTES
1.
ALL STORMWATER CONVEYANCES ARE SHOWN.
2.
ALL WATER FROM TRUCK WASHOUT, TRUCK SPRAY AND PLANT WASH DOWN IS
ROUTED TO SEDIMENTATION BASIN. ALL DRAINAGE CONVEYANCES INTO THE
\
SEDIMENTATION BASIN TO BE FIELD ROUTED AND VERIFIED.
3_
AGGREGATE STORED IN SILOS. THERE WILL BE NO WETTING OF AGGREGATE.
4.
DRAINAGE AREA 1 - APPROXIMATELY ],215 ACRES APPROXIMATELY 10t IMPERVIOUS)
DRAINAGE AREA 2 - APPROXIMATELY ¢ 9g ACRES APPROXIMATELY ?Q2j IMPERVIOUS)
5.
OUTFALLS DISCHARGE INTO DRAINAGE DITCH THAT BORDERS THE EASTERN PROPERTY
BOUNDARY. DITCH -FLOWS SOUTH AND EVENTUALLY DISCHARGES INTO AN UNNAMED
.TRIBUTARY OF BEAVER CREEK.
6.
y SURFACE WATER FLOW DIRECTION.
7.
PLANT FEATURES, DRAINAGE AREAS, FLOW DIRECTION LINES, OUTFALL DESIGNATIONS,
SEDIMENTATION BASIN, ph ADJUSTMENT UNIT AND THE BERMS, CATCH BASINS AND
UNDERGROUND PIPING ASSOCIATED WITH THE TRUCK SPRAY AREA ADDED TO THE
TOPOGRAPHIC MAP PREPARED BY MICHAEL TATE.
8-
EXISTING GRADES ARE TO BE FINISH GRADES WITH THE EXCEPTION OF MINOR GRADE
CHANGES TO FACILITATE WASTEWATER DRAINAGE TO THE SEDIMENTATION BASIN.
ORbibdlt9i!#gt� .
O
TFALL 1
Inv.
1 /
Gravel
Parking Area
���
w i
w_ 1
01 �\ \\
6�► I Existing 5 3 5 TO BE REPLACED 5 �
o LPN • I �- Concrete f DRAINAGE 1 �66
6 Slob Asphalt DRAINAGE O
Plant AREA � AREA TRUCK WASHOUT
oad
-
� 2 Concrete � � ` 1 in V. Rer7iy PB 92,inPG rrPork
85
Siwalk
V7 (ExIsting) (Existing) 2$ ti DRAINAGE AREA O CONCRETE ic 5�� , `�dC,JrJ 496.20'
r g. i !k SCRGMMEL 2418
jj ° 2 BOUNDARY ?-PED ii V } C4 Office 8lk. Bldg. l 5� 50 AREA TO BE DISTURBED e� sl?RAY
171 ii N II 2-S-81k. N1 PROVIDED BY OWNER Richard R. Allen, Sr. Zj�PAD ELEV.A 1
lyl (Existing) 6"O g0�' �,.p Db 3542. P 670 O b
3rG1V II ; `� 5°��� 11.714 9 CONCRETE UCK �- I, / `1 Inv.
r� �p AC Ob 7576. Pg 808 `, 435.97
cp LOADING ar1T I —�
concretes 0.2$ AC 9497-44-4240 I I r 1 l 1
1� Fad (Exist.)�~
C� o r- SEDIMENTATION
BASINARGING
a 'a CONVEYOR i�
,f DRAINAGE �D / t)TFALL 2
Road industrial Park
PS 92, PG 185
1 LPL Q��
+18'st4"
N1'F
DB 4268, PG 54 Shermon E. Halt
and wife, l L�
Ann Bowen Holt
^pB 2017, PG 176
3"
O
DB 2029, PG 90
501
\ E 171
O§ � 0.) PP ' % 0
-. rt a1 Existkr� / 501
c pad {° 01 \ mac^ Sp
�� \ Nail Set ® !� o
�\ 499 1 ' \ Base of i �7
� \\\ Disturbed 7 9�
1 \ 49l708 EPN o �� =6� E 12.61' (Total) EIP S5848'47 E ECM
\ PP
Inv (Ex) PP '06s 277.85' Exist. f 4s6-0 .
II 49d.61' Sa a Concrete °r. Wafer t. 24' Block Wa!! 1 �2' te CHARGING CONVEYOR
a y�� 1 Concrete Tank rs
'all 3, ¢ ��°,ai* 'Pad Ex) BIkx+Pu p sD2 p� \ Pod (Ex) LOADING CHAMBER�y .k
\ 1 1� House s
Inv �Q 0 p9 �y> 9)A 1 D1
j� 9a.7 ti --- 4-- —� sz. �- o� EXISTING PLANT / 50
AREA +`'°" SILOS do EEDING I i--
� CONVE ORD ELEV. L _ J ��'�� a UGG
PP PUMP
AGGREGATE
Pod frx st PAD ELEV.— _ 499 STORAGE
SILOS
s 5D1
X.
U '
— — O in v.
3 4�6 1, 5 509.53 sD��' P Concrete
f rst) c;gnr Area
r� h°°�o e— _9B=—"�98ztc�1= ... 94.az'
Inv.
in
/j[ r EPN yam_ ^�.. �' -^`�� xs' an m ence°p0°� ERB / �� ,4Q8 MODTERLA5000-5 Ex. 6' Chain Link Fnce — — — EIP ( 494.27'
r 11 DN 1 s Exist Draqysa Inlet (1( \ GP I
494,79 ` N 597J000A W 544.37' (TOTAL) \ 's, Top 499.97' �� ADJUSTMENT UOR 5000-SK NIT
\ \ 1%
` —,09 \ `,o Inv. Out 494-85, r� !nvv.
/ ! 9 \ 499 �4g�I \ �498— ` 494.45'
0 O) qs (p Inv. 494.91 '
4gg� i+.l �r -� \ Richard R. Allen, Sr. \ 499
-� Db 7576, Pg 808
00 496 \ \ \ /---497�
N/F !� -- 46.67'
N
� Charles McBride �
and wife, Virginia McBride TBM ERB \ N 59 OQ/D9 W / \ ERB
m Virginia
Db 2937. Pg 591 EXISTING REBAR ) t - -'c\
� 9497-43-3932 ELE. 495.10 ¢9
6 496 `497
Q
APPr0%r6d Stofmwater Permit Documents
or9a n in accordance With these documents is
U uit0d by the stormwater p@rm t. North Carohna
require that ft stoff ter system designer
IY s
!n dla*V 0MIStrUC60n; ray conformity W06 the
pans and $ ; and mortify Compliance w#h the
C�i stommater rules,
�.y ��� NCt3#+aislori Of �€�a 3 �
fty
Shoat # Revislan Deb 2- `
Q
W. T. Sanders
DB 5945, PG 69
GRAPHIC SCALE 5E
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
MT(. 9A FT. TA TF.' I
I
P
e
4
e
a
4

N EIP = Existing Iron Pipe
EPN = Exis tin g Pin
E77 = Existing T—lron
ECM = Existing Concrete Monument
SRB = Set Rebar
PP = Power Pole
DI = Drop Inlet
Co
,,Wp Note:
Boundary and Topography by Michoel Tate, PLS
19
a
Ao
v 'a
SITE
x
p� o
o
r
e �
v
OCINI TY MAP
1, MICHAEL WE, certify that this map was drawn under
my supervision from an actual survey mode under my
supervision, that the ratio of precision as calculated by
computer is l: 10000. This map does not conform to
GS 47-30 as amended and is not intended for recordation,
nor should acopy of this map be attached to a deed
as an exhibit to be recorded per GS 9C-26.
CHAEL TATE, Profession Surveyor No. L-2450
#.SEAL
L-2450 0
Dr
TOP 499.79'
INV IN 496.75
INV OUT 496.
0
PP
J " �
3 4'
In
EPN
r / TOP 499.79
1 r �30.
h
u-)
00
c�
c�
CN
rn
m
a
t
U
0
c
W
a�
Q
W. T. Sunders
DB 5945, PG 69
GRAPHIC SCALE
50 0 25 50 100
( IN FEET
i inch = 50 M
SITE PLAN FOR
RICHA RZ R. A L L. EN. RR
SEVENTY-FIRST TO WIVS117P OWMERLA.ND COUNTY
NORTH CAROLWA
200
MICHAEL TATE PROFESSIONAL LAND SURVEYOR DRA WN B Y.• GES CHECKED B Y M T
3521 CLINTON RD, FA YETTEVILLE, NC 28312
PHONE [phone] DATE. • . 08�-25- OS SCALE: 1 "= 50'
PARCEL N9. 9497-44-4240 JJOB NO. 2237 DWG NO. 2237- SHEET 9