NCG140053_COMPLETE FILE - HISTORICAL_20140411

STORMWATER DIVISION CODING SHEET
NCG PERMITS
PERMIT NO.
1v C& JLJD06 '3
DOC TYPE
i2f1ISTORICALFILE
❑ MONITORING REPORTS
DOC DATE
o d,�� y o N 1�
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
Mr. Johnie Alexander
Concrete Supply Co., LLC
P.O. Box 5247
Charlotte, NC 28299
Dear Mr. Alexander:
John E. Skvarla, III
Secretary
April 11, 2014
Subject: NPDES General Permit NCG140000
Certificates of Coverage —See attached list
Concrete Supply Co., LLC
Formerly Concrete Supply Co.
Counties - Multiple
Division personnel received your request to revise your stormwater permit Certificates of
Coverage to accurately reflect your new company and/or facility name.
Please find enclosed the revised Certificates of Coverage for the 17 facilities that changed
ownership from Concrete Supply Co to Concrete Supply Co., LLC. The terms and conditions
contained in the General Permit remain unchanged and in full effect. These revised Certificates
of Coverage are issued under the requirements of North Carolina General Statutes 143-215.1
and the Memorandum of Agreement between North Carolina and the U.S. Environmental
Protection Agency.
If you have any questions or need further information, please contact the Stormwater Permitting
Program at [phone].
Sincerely,
ORIGINAL SIGNED 83
KEN PICKLE
for Tracy E. Davis, P.E., CPM, Director
Division of Energy, Mineral and Land Resources
cc: Mooresville RO, Z. Khan; Winston-Salem RO, M. Gantt (NCG140358)
Stormwater Permitting Program Files
Deborah Reese, DEMLR Budget Office — please update billing info
Central Files
Mecklenburg County DEP, Water Quality, 700 N. Tryon Street, Charlotte, NC 28202
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 I FAX: [phone]
512 North Salisbury Street, Raleigh, North Carolina 27604 - Internet: http;lloortai.ncdenr-mg1webllrl
An Equal Opportunity 1 Affirmative Action Employer — 50% Recycled 110% Post Consumer Paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL, AND LAND RESOURCES
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140053
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Concrete Supply Co., LLC
is hereby authorized to discharg4stormwater from a facility located at
�ix�ce ss W'as�Ge!'a�ehr and
Concrete Supply Co. -- Croft Plant
6528 Lakeview Road
Croft
Mecklenburg County
to receiving waters designated as Long Creek, a class C water in the Catawba River Basin, in
accordance with the effluent limitations, monitoring requirements, and other conditions set forth
in Parts I, 1I, III, IV, V, and VI of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective April 11, 2014.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day April 11, 2014
ZL
for Tracy E. Davis, P.E., Director
Division of Energy, Mineral, and Land Resources
By the Authority of the Environmental Management Commission

wAr�9P
SPA G
o -c
Mr. Loren Wild
Concrete Supply Company
POB 5247
Charlotte, North Carolina 28299
Dear Mr. Wild:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen K. Sullins, Director
Division of Water Quality
January 8, 2008
Subject: Authorization to Construct
Concrete Supply Co. — Croft plant
NCG140053
Mecklenburg County
The Division of Water Quality (DWQ) received your request to construct stormwater and
wastewater controls at the subject facility on November 7, 2006, and again with revisions on
November 14 and 27, 2006. In accordance with your request, you are authorized to construct the
approved control facilities, effective today. I apologize for the lengthy delay on my desk. - I
understand from Samar Bou-Ghazale that some portion of the proposed facilities has already been
constructed.
Authorization is hereby granted for the construction and installation of: a runoff diversion channel,
a lift station, a four -bay recycle system, an earthen retention basin, and other related incidental
features, all in the configuration and location shown on the approved plan and details, and in
accordance with the design narrative and calculations submitted.
You must notify DWQ's Mooresville Regional Office supervisor, telephone number [phone],
at least 48 hours in advance of operation of the finished facilities so that regional office staff can
conduct an in -place inspection prior to any wastewater discharge. Such notification to the
regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m.
on Monday through Friday, excluding state holidays.
Upon completion of construction and prior to operation of the authorized controls; you must
submit a certification from a professional engineer certifying that the controls have been
constructed and installed in accordance with the NPDES permit requirements in NCG140000, the
Certificate of Coverage NCG140053, this Authorization to Construct, and the approved site plan,
details, and design narrative. Please mail the engineer's certification to DWQ Stormwater
Permitting Unit, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617. Our
Authorization to Construct is subject to revocation unless the control facilities are constructed in
accordance with the approved site plan, details, and narrative.
You must maintain on file a copy of the approved site plan, details, and design narrative for the
life of the facility.
In the event that the controls fail to perform satisfactorily, including the creation of nuisance
conditions, you must take immediate corrective action, including those actions as may be required
by this Division, such as the construction of additional or replacement controls.
One
N�p,r�thCarolina
�/Vattrrn!!y
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet: ww%v.newatcrqual_ ity.orri Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 500/6 Recycled/10% Post Consumer Paper

Mr. Loren Wild
Page 2of3
January 8, 2008
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by DWQ, in accordance with North Carolina General Statute
143-215.6A to 143-215.6C.
This Authorization to Construct does not affect the legal requirements to obtain other permits or
authorizations that may be required by DWQ,"or other federal, state, or local government
agencies.
Please contact Ken Pickle at [phone] x 584, with any comments or questions.
Sincerely,
�
Coleen H. Sullins
Attachment; Engineer's Certification
Enclosure: Approved plans, details, and design narrative
cc: Randall S. Harris, F&R Inc, 2505 Huchison McDonald Rd, Charlotte, NC 28269, letter only
DWQ Mooresville Regional Office, Samar Sou-Ghazale, approved set
DWQ Central Files, letter only
LSPU file-NC3140053

Mr. Loren Wild
Page 3 of 3
January 8, 2008
Engineer's Certification
I, , as a duly registered Professional Engineer in the State
of North Carolina, have to observed (periodically, weekly, full time) the construction of
the project,
Project Name
Location
for the Permittee. I hereby state that, to the best of my abilities, due care and diligence
was used in the observation of the construction and installation of a truck rinse and drum
wash water recycle system, an earthen retention basin, a lift station, a concrete diversion
channel, and related incidental features such that the construction was observed tote
built within substantial compliance -and intent of the approved plans and specifications.
Signature
Registration No.
Date
Mail this Certification to: Stormwater Permitting Unit
NC Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617

SINCE
" FROEHLING & ROBERTSON, INC
GEOTECHNICAL • ENVIRONMENTAL • MATE
ENGINEERS • LABORATORIES
"OVER ONE HUNDRED YEARS OF SER o
2505 HUTCHISON McDONALD ROAD • CHARLOTTE, p
n N
a e Phone: [phone] + Fax: [phone] C_
3 November 21, 2006
CD
Stormwater Permitting Unit
Division of Water Quality a
7/ 1617 Mail Service Center �k��Later Permit Documents
Raleigh North Carolina 27699-1617 Construction in accordance with these documents is
a required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspoct during construction; cartify conformity with the
Included as part of this document are the design parametepysrti m eapiWesna �, r ass
treatment component. The facility has been designed to g�Ca '��N!C
�>��
of stornwater runoff in the event of a 25-year, 24-hour stUy�-rrrn ev Division of Water Qua
Sheet # Revision Date
CROFT
Drainage area DA-1 (process) consist of 56,025 sq. ft. and is used primarily for aggregate storage
w j `T and transfer as depicted in the site plan. The area will be contained by natural topography,
�7T�o
(yurcQ �conerete curbing/stem walls, and concrete surface diversion drainage channels, and collected
pule sIu down gradient in the Retention Basin (assisted by the collection /cleanout and lift pump for
nru off transfer for soli s removal and recycling when water demands allow. The stormwater
�1ef runoff collected in this area will not require pH adjustment prior to release due to the nature of
the material stored in this area not significantly altering the pH of the rain water. We understand
that the discharge from the Retention Basin must remain with in the pennit limits (pH 6-9) . The
stornwater runoff from this area will flow via gravity feed to the Retention Basin via a
channelized area between the property boundary and the drum washout and setting basins,
structure.
Drainage area DA-2 (non -process) consists of 14,900 sq. ft. and consist primarily of the office
building, parking and driveway. This area will not require adjustment for solids or pH due to the
area not containing materials that will detrimentally impact the stornwater runoff charcteristics.
This area is contained by natural topography, constructed berms, concrete stem walls, and
concrete surface diversion channels. The stornwater runoff from t1Tis area will converge at the
most down gradient location on the east side of the site and discharge through a rip -rapped
channel to reduce the runoff velocity and scouring/crosion potential.
Drainage area DA-3 (process) consists of 23,030 sq. ft. and is designated as the primary process
area where concrete is batched, admixtures are stored,'drum washout, truck wash down and
bounded by the natural topography, curbing, concrete surface drainage diversion channels, and
Drum Wash Out/Settling treatment structure for sediment removal and pH adjustment. The
positioning of the surface diversion swales keep the process waters from co -mingling with the
runoff from parking areas and aggregate storage areas. Water from the clear well (polishing) will
be used for, drum washout, truck washdown, and has the ability to reuse the water in batching ;
from the sediment basin, the pH clear well as well as the Retention Basin Discharge from the
pH clear well will be via manual discharge and done so only after a pH of 6 to 9 is verified by
on -site personnel. The pH will be reduced via the Fortrans system (possibly multiple systems in
HEADQUARTERS: 3015 DUMBARTON ROAD • BOX 27524 . RICHMOND. VA 23261-7524
TELEPHONE [phone] + FAX [phone] • www,FandR.com
1-k
BRANCHES: ASHEVILLE, NC • BALTIMORE, MD • CHARLOTTE, NC • CHESAPEAKE. VA
CROZET, VA • FAYETTEVILLE, NC • FREDERICKSBURG. VA
GREENVILLE, SG • HICKORY, NC • wo ^SArer_ 14 • ROANOKE. VA • STERLING, VA

/series for increased capacity and shorter treatment times) for water reuse or ultimately discharge.
This system per form s"automatically adjusts the pH levels and allows for automatic discharge.
However, the treated water will be manually discharged into the retention basin as -needed for
capacity purposes and only after the pH has been determined to be within permit limits.
Site Design Parameters:
Each Retention Basin and Process Washout Pit/Treatment basin is designed to accommodate all
process related discharge water and stormwater runoff for a 25-year, 24-hour storm event and
maintain minimum freeboard capacity as required by statute and engineering practice (1 —ft
minimum). The proposed design improvements significantly reduce runoff of sediment and the
elevated pH process waters are being retained on site for treatment/reuse. The supporting
calculations depict the total possible water to be contained (process and runoff) accounting for no
losses. Additional calculations (modeling utilizing TR-55 Urban Hydrology for Small
Watersheds M-i� a ameters are also included whi he de ict t ical om Jelin conditions and
Imp )�_.._....�,...._ � p Yp g
design factors (time of concentration, runoff curve number-CN) normally utilized for
retention/detention structure desigJ Final structure design cap ities will be implemented and
constructed to contain at least these minimum design quantities plus the required frceboard. At
the Owners discretion in order to provide operational flexibility and potential production ✓
increases the retention and treatment capacities may be increased where possible.
Curbing- As designated per drawing (concrete) with a minimum height of 5 inches.
Diversion Drainage Channel- Designed as two concrete structures as depicted on the attached
drawing "Surface Flow Control Swale". The diversion drainage channel is to collect and divert
runoff which has not been treated and assist in regulating the pH and sediment in the final clear
well or retention basin as depicted on the site drawing.
pH Adjustment- Fortrans pH Control System with a treatment capacity of 75,000 gallons per
day and by utilizing multiple systems sequentially the capacity my be increased accordingly.
Discharge pH will be between G and 9 per NCG140000.
pH Treatment/Sediment Basins - Cast concrete per drawings to accommodate process water
and runoff for settling and pfl adjustment. Each bay is (clearwell/polishing/washout and
pretreatment/settling bays) with capacities as noted on the attached calculations sheet. These
dimensions allow of one foot of additional freeboard at designed capacity.
Retention Basin- See attached basin sizing calculations and table for verifications along with the
attached typical Retention Basin Design. These volumes allow for volume of permanent pond
and for the designed storm event and freeboard. The design parameters are based on generally /
accepted engineering practices providing minimum 3:1 to 4:I length to width aspect ratios for ✓
sediment settling (avoiding "short-circuiting").
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormweter permit. North Carolina
rules require that the otormwate► sy9tem designer
Inspect during construction; oaf* conformity with the
plans end specs; and
st
Permlt # r Date. / l
by NC Dhrision of Water Quality
Sheet #_ __ Revision Date

Cast Catch Basin with Lift Pump (if needed) - Each basin will be cast minimum 5'-8" square
with a minimum top opening of 2' and a grey iron class 30 round storm sewer cover with a 1.75"
thickness and perforated with tapered 1" holes. Each lift pump (1) is a 220v three-quarter
horsepower electric pump(10400 gph) on a dedicated GFI circuit per NC Building Code. /
PVC Transfer and Recycle Pipe- 2"-6" PVC pipe for transfer and locations to be determined V
based on site conditions to avoid utilities and concrete excavation where possible.
If you have any questions, or we can be of further assistance, please do not hesitate to contact us
at 704-596-2889.
Sincerely,
FROEHLING & ROBERTSON, INC.
Robert D. Jones, , GC, MBA
Environmental Group Manager
Branch Manager � H 1CAR0���'/
E&Soy 9'�y
AL r
Randall S. Harris, P.E. 031009
Project Engineer �P'•tcA, R5�4•Cj\�
N.C. Registration No. 31044'9'1O41 L
irriil��+
I I-21-0�
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the slormwater system designer
Inspect during construction; certify conformity with the
plans and specs;
Permit # & Cd SI3 Date$
by NC Division of water Quality
sheet # Revision Date

RETENTION BASIN DETAIL
•
FLOODWATER STORAGE
-------------
-- — — — — — — — — — — — — — — — —
FLOW PEAK REDUCTION STORAGE
FOREBAY Ltiont 71A' STORAGE (extended detention
L MW
RAP wrr
PERMANENT POOL
FILTER FAB . . . . . . . . . . . C
PLAN
- I t---,k t t—I I k--t I
SEDIMENT STORAGE
DRAIN
EMERGENCY
SPILLWAY
ANTI -SEEP COLLARS
\(AL,rERNATrvE)7
0
TRENCH
MIN. FREEBOARD
RIP RAP PAD
WITH FILTER FABRIC
Approved Stormwater Permit Documents
RIPRAP Constrixtion in accordance with these documents is
required by the stommater permit North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and sepwow a
RANULAR L
RIPRAP SECTION A -A
by_)r-a��� NC Otmia" of WaIgI oujilfty
onm --ftwolofi 0fato THIS IS DRAWING IS PART OF A
AND SHOULD ONLY BE 71 S F D IN CONRJNCTION WITH THE WRITTEN REPORT
G61 -91 0'9 E COPYRIGHT 2006
FROEHT ING & ROBERTSON, INC.
ALL RIGHTS RESERVED
RIPRAP
GRANULAR
FILTER BLANKi�r
WED
NOV 1 4 2006
BY:
CONCRETE SUPPLY
STORM WATER MANAGEMENT PLAN
RETENTION BASIN DETAIL
I Scale: NTS I ­FDM F R DJ I jHP Jr. I
Concrete Supply
SINCE, Froehfing & Robertson
2505 Hutchison -McDonald Road
Charlotte, North Carolina
mi.: (363-9169F —1 Date: MaY19.25U Drawinit 4of6

sy
18" DIAMETER RCP
6' X 8' OUTLET PROTECTION
9" THICK CLASS A RIP -RAP
0
Approver! Stormwater Permit Documents
Construction in accordance with these documents is
required by the siormwater permit. {North Carolina
rules require that the Viormwatgr 4y.otttm 06ner
inspect during construction; egrtlfY donbfmlty with the
plans and specs;
—
Permit # C S3 !a
NC Division
bDivisionio n o} star QuaAty
Sheet# Revision Date
TYPICAL ROCK CHECK DAM
IBIS DRAWING IS PART OFAREPORT
AND SHOULD ONLY BE USED IN CONJUNCTION WITH THE WRITTEN REPORT
063 -9109 E COPYRIGHT 2006
FROEHLING $ ROBERTSON, INC.
ALL RIGHTS RESERVED
STORM WATER OUTFALL
BMP
RECEIVED
NOV 14 2006
Scale; NTS `FDM RDJ JHP Jr.
Prepared For:
Concrete Supply
BY:
S�NCI�
Froehling & Robertson
2505 Hutchison -McDonald Road
R Charlotte, North Carolina
esI
Pro'.: G63 - 9109E I Date: March 3, 2606 1 Drawing 6 of 6

RPT?-k/f
or,)
DESIGN PER OPEN CHANNEL
FLOW FOR ANTICIPATED VOLUME
CONCRETE
NOTE: FOR HEIGHT OF
DIVERSION CHANNEL SEE
ATTACHMENT IN NOI PACKAGE
DIVERSION CHANNEL FOR THIS SITE
— PH ADJUSTER
RECYLE TRANSFER
PUMP ,RETENTION BASIN
CROFT, NORTH CAROLINA
Area I.D.
Drainage Area
(ft2)
Drainage Area
(acres)
Standard Runoff - Volume
of
Stormwater Captured (ft3)
Standard Runoff - Volume of
Stormwater Captured (Gal.)
Minimum Runoff -
Volume of
Stormwater Captured
(ft3)
Minimum Runoff -
Volume of
Stormwater Captured
(Gal.)
Process
Water
(Gal.)
Process Water +
Standard Runoff
Volume (Gal.)
Process Water +
Minimum Runoff
Volume (Gal.)
DA-1
56,025
1.286
30,534
228,392
14,142
105,782
0
228,392
105,782
DA-2
1 141900
1 0.342
8,121
607741
1 See Note 1
---
0
60,741
---
DA-3
1 23,030
1 0.529
12,551
93,884
1 5,790
43,309
5475
99,359
48,784
Retention Basin or Wash Down Area
NOTE 1 Drainage Area run-off volume is not entering
9 9
LEGEND
DIVERSION CHANNEL
4" — 6" CURB (TYP.)
BERM
RETENTION BASIN
— — — — — — — BOUNDRY OF DRAINAGE AREA
PVC PIPE FOR RECYCLING AND
TRANSFER
OUTFACE DISCHARGE AT
-PROPERTY BOUNDARY
- RIP —RAP
*OUTFALL
Approved Stormwater Permit Document3
Construction in accordance with these documents Is
required by the stormwater permi4 North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; a
Permit # 4f['r/¢6oS3 Date
by t� NC Division of VAtef Qua;;:y
Sheet # Revision Data
v" NOT FOR CONSTRUCTION. FOR
z
PERMITTING PURPOSES ONLY.
IONIIJ
THIS DRAWING IS PART OF A REPORT
AND SHOULD ONLY BE USED IN CONJUNCTION WITH THE WRITTEN REPORT
G63 —9109 E COPYRIGHT 2006
FROEHLING & ROBERTSON, INC.
ALL RIGHTS RESERVED
OUTFALL DISCHARGE AT
Q
o Ila
PROPERTY BOUNDARY CONCRETE SUPPLY
CROFT, NORTH CAROLINA
STORM WATER MANAGEMENT P LCD)
z
PROPOSED BMP
H CA ROB/i
� Scale: 1 25
•ess;
. •
O '.
_?
F4<O SEAL y9r✓; Pr
pared For:
�'• F �:
DR. CHK.
MGR
RDJ
Concrete Supply, Inc.
GRAPHIC SCALE /� i ' S iil
50 25 25 11-zl-0 Froehlin k Robertson Inc
i inch = 25 M
RSH
g ,
$c 2505 Hutchison —McDonald Road
R Charlotte, North Carolina
1881
Proj.: G63-9109 E Date: Nov 17, 2006 Drawing 1 of 1
,

ATC review for NCG140053, Concrete Supply Company Croft plant
1/8/08
kbp
Conclusion on above review date: Issue ATC letter
Review notes
1. Submittal parts
a. NOI received 11/7/06, mistakenly submitted for this already -permitted
facility, but ok.
9
4.
5.
R
LVER
b. Design narrative, cut sheets, design calcs, by F&R submitted and resubmitted
11/7/06, 11/14/06, and 11/27/06. Final submittal sufficient.
c. Single site plan drawing submitted 11/7/06, 11/14/06, 11/27/06. Final
submittal sufficient.
Report from Samar Bou-Ghazale on 11/7/08, that some construction for stormwater
control has already been accomplished, without ATC. Given lengthy delay on KBP's
desk, suggest we treat as a DWQ/kbp problem, not as a non-compliance problem by
the permittee.
Site plan review:
a. Property lines shown? Yes
b. Stamped and dated? Yes
c. Outfalls located? Yes
d. Sufficient topography and detail to show how stormwater and wastewater are
generated, directed, conveyed, captured, and treated? Yes
e. Features:
i. Fortrans automated pH correction unit
ii. Four -bay recycle system
iii. Earthen retention basin
iv. Combination diversion channel/speed bump collection system
collecting and conveying wastewater and runoff from 2 of 3 drainage
areas (aggregate storage area, and main process area).
v. Lift station for wastewaters commingled with stormwaters from main
process water drainage area.
vi. Aggregate pile drainage goes through retention basin for solids
removal. Ok
vii. Silo wash down, truck rinse, drum wash go to recycle system by
overland or lift pump. Recycle system returns flow to mix.
viii. No retention basin outfall structure detail provided, but just about
anything should work here for TSS reduction down to permit limits.
Missing detail not an issue. ok
NOI review: Recycle system design is for 25 yr, 24 hr rain. Ok
Design narrative review:
a. DA1 - flow to retention basin for TSS tmt, no pH tmt necessary. Ok
b. DA2 -- stormwater only. Combined with wastewater discharge at the single
site outfall. Ok
c. DA3 - flow to recycle system; Fortrans unit keeps 6<pH<9 in final chamber;
recycle system water used for truck rinse and drum wash; recycle system can
discharge to batch mix or to retention basin prior to discharge. Ok
d. Design volume - 25 yr, 24-hr rain plus process water plus V freeboard. Ok
Design calcs review: This is the third submittal of calcs addressing previous KBP
comments. Spot check of calcs confirms consistency between narrative, drawing,
and calcs. Consider spot check sufficient, rather than full review of submittal. Ok.
43/�' 61mll /-�'
hqu c ,i XS �2�'��
Su 4 en i PI ;/s
l�
a.5 7'�. o

r
RECEIVED e)(
c714 PPrM.r 4 � 4% 171�ri.53
J / I-
;Quality
OV 7 Z006
Division of es1 Surface titer Protection
MCDEMMID National Pollutant Discharge Elimination System
H__ c�-_ QFWA "' of
EMMOMM[M µ NNW. RE`50u—"•
NCG140000
NOTICE OF INTENT
'OR -AGENCY USE ONLY
Date Received
Year Mmlh Ua
Certificate a f Covcmge
LCIGI 1 4
Check u Anwunt
Permit Assi¢ned to
National Pollutant Discharge Elimination System application for coverage under General Permit
N C G 140000:
STORMWATER AND PROCESS WASTEWATER DISCHARGES associated with activities classified as:
SIC (Standard Industrial Classification) Code - 3273 Ready Mixed Concrete
For new plant sites that will discharge or recycle process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to Construct (ATC) wastewater
treatment facilities. ATC requests must be submitted at least 90 days prior to construction`.
For existing plant sites discharging or recycling process wastewater (even if commingled with
stormwater): This NOI is also an APPLICATION FOR Authorization to continue to operate wastewater
treatment facilities in place. Construction, modification, or installation of any new treatment components
at an existing site requires an ATC.
Treatment facilities used to treat or recycle process wastewater (including stotmwatcr 13MP structures
treating process wastewater flows commingled with stormwater) require an ATC prior to construction
per 15A NCAC 2H .013S. The authorization to construct or continue to operate will be issued at the
same time as the Certificate of Coverage (COC) for the NCG14 pennit. Design of treatment facilities
must comply with requirements of 15A NCAC 2H .0138 & .0139.
Construction of wastewater treatment facilities (this includes recycle systems) at new or existing plant
sites requires submission of three (3) sets of plans and specifications signed and sealed by a
Professional Engineer (P.E.) or qualified staffz along with this application. A copy of the design
calculations should be included. Please see questions 14 & 15.
VKJ' For questions, please contact the DWQ Regional Office for your area. (See page 5)
(Please print or type)
1) Mailing address of owner/operator (address to which all permit correspondence will be mailed):
Name
Street Address
City
Telephone No.
`(
lac t3 t+-� State t3c— ZIP Code 'Z'9 Z cl `t
164 _ . 31'L— Z136 r Fax: 701 351— iS(o E>0
2) Location of facility producing discharge:
Facility Name
Facility Contact
Street Address
City
County
Telephone No.
Page 1 of 5
Fax:
'As per 15A NCAC 2H .0106
Unless treatment facilities are designed, constructed, and put into operation by employees internal to the company who are qualified to
perform such work for their respective companies in accordance with General Statutes, 89C-25 (7), plans and specifications must be signed
and sealed by a P.E.
SWU-229-101905
Last revised 10/19/2005
1

NCG140000 N.O.I.
3) Physical location information:
Please provide a narrative description of how to get to the facility (use street names, state road numbers, and
distance and direction from a roadway intersection). 17 5 v o t
(A copy of a county map or USGS quad sheet with facility clearly located on the map is a required part of this application.
O p�, R
4) Latitude ✓5' 33q (S Longitude i7il,%S l/.) (deg, min, sec)
5) This NPDES Permit Application applies to which of the following:
❑ New or Proposed Facility Date operation is to begin
9 Existing
6) Standard Industrial Classification:
/ Provide the 4 digit Standard Industrial Classification Code (SIC Code) that describes the primary industrial
✓ activity at this facility
SIC Code: 3 1 7
7) Provide a brief description of the types of industrial activities and products produced at this facility:
(Include a site diagram showing the process areas present at this facility.)
8) Discharge points / Receiving waters:
How many discharge points (ditches, pipes, channels, etc.) convey stormwater and/or wastewater from the
property? -- i - -
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? uvc. C
i/ If the site stormwater discharges to a separate storms er system, name the operator of the separate storm
sewer system (e.g. City of Raleigh municipal storm sewer).
Receiving water classification (if known): G
Note:. Discharge of process wastewater to receiving waters classified as WS-II to WS-V or SA must
be approved by the N.C. Dept. of Environmental Health. If DEH does not approve, coverage
under NGG1140000 cannot be granted. No new discharges of process wastewater are permitted
in receiving waters classified as WS-I or freshwater ORW.
9) Does this facility have any other NPDES permits?
M No
❑ Yes
If yes, list the permit numbers for all current NPDES permits for this facility:
10) Does this facility have any Non -Discharge permits (ex: recycle permits)?
Z No
❑ Yes
If yes, list the permit numbers for all current Non -Discharge permits for this facility:
11) Does this facility employ any best management practices for stormwater control?
❑ No
1% Yes
If yes, please briefly describe
Page 2 of 5
SWU-229-101905 Last revised 1011912005

NCG140000 N.O.I.
12) Does this facility have a 5tormwater Pollution Prevention Plan?
❑ No
9 Yes
If yes, when was it implemented?
13) Are vehicle maintenance activities occurring or planned at this facility?
V No
❑ Yes
Wastewater Treatment Design Information
14) Are discharges occurring or planned from any of the following process wastewater generating activities?
/ Vehicle and equipment cleaning 16 Yes ❑ No
/ Wetting of raw material stockpiles ® Yes ❑ No
✓✓✓ Mixing drum cleaning tA Yes ❑ No
If yes to any of the above, please describe the type of process used to treat and/or recycle the process
wastewater.
VFor a sufficient application, you must provide design specifics (e.g., design volume, retention time, surface
area, etc.) and calculations to demonstrate compliance with permit effluent limits (pH — 6-9 SU, Total
Suspended Solids (TSS) — 30 mg/I, and Settleable Solids (SS) — 5 mi/I.) [Use separate sheet(s)].
If all these discharges are recycled, please refer to Question 15.
For plants that recycle and/or discharge process wastewater:
When applying for this permit, you are also applying for an authorization to construct (new
treatment facilities) or authorization to continue to operate (existing treatment facilities) as
part of the NOI. For new sites, you must submit three (3) sets of design plans and
specifications with this application and provide supporting calculations that predict
compliance of final discharge with permit limits. For existing sites, applicants should submit
three (3) sets of plans and specs for facilities as -built and provide as many design details as
possible, or submit a detailed diagram of treatment systems in place that includes information
such as tank volumes, dimensions, retention time, piping, settling basin details, etc.
Please note: If new treatment systems are planned for an existing site, an ATC will be required
prior to construction of those facilities. Plans/specs/calculations prepared by a P.E. and the
request for an ATC may be submitted with this NOI, or separately at a later date. DWQ may
request the status of your plans for requesting an ATC upon issuance of the CDC.
15) Does the facility use or plan to use a recycle system?
❑ No
X1 Yes
% If yes, what size storm event is the system designed to hold before overflowing? (for example, 10-yr, 24-hr)
Z5 year, 24-hr rainfall event
For a recycle system (regardless of when it overflows), please provide plans, calculations, and design specifics
(e.g., throughput assumptions/water balance, design volume, retention time, surface area, amount of
freeboard in design storm event, etc.). [Use separate sheet(s)].
For a sufficient application, the information must demonstrate compliance of final discharge with permit effluent
1 limits (pH — 6-9 SU, Total Suspended Solids (TSS) — 30 mg/l, and Settleable Solids (SS) — 5 m1/1), or must
demonstrate that the recycle system has sufficient capacity to contain runoff from a 25-year, 24-hr rainfall
event plus one foot of freeboard under design operating conditions.
Page 3 of 5
SWU-229-101905 Last revised 10/19/2005

NCG140000 N.O.I.
16) Are wastewater treatment facilities (including recycle systems) planned in the 100-year flood plain?
Q5 No ❑ Yes If so, include information to demonstrate protection from flooding. (Minimum design
requirements for treatment works include protection from the 100-year flood, per 15A NCAC 2H .0219.)
17) Hazardous Waste:
a) Is this facility a Hazardous Waste Treatment, Storage, or Disposal Facility?
04 No
❑ Yes
b) Is this facility a Small Quantity Generator (less than 1000 kg. of hazardous waste generated per month) of
hazardous waste?
A No
❑ Yes
c) Is this facility a Large Quantity Generator (1000 kg. or more of hazardous waste generated per month) of
hazardous waste?
X No
❑ Yes
d) If you answered yes to questions b. or c., please provide the following information:
Type(s) of waste:
How is material stored:
Where is material stored:
How many disposal shipments per year.
Name of transport / disposal vendor:_
Vendor address:
18) 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, orknowingly
renders inaccurate any recording or monitoring device or method required to be operated or maintained under this Article or rules of the
[Environmentai 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).
1 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 Signin
Title_h,.`s.ray.uuLtr
(Signature of Applicant)
1� 4 oto
(Date Signed)
Notice of Intent must be accompanied by a check or money order for $80.00 made payable to:
NCDENR
Page 4 of 5
SWU-229-101905 Last revised 10/19/2005

NCG140000 N.O.I.
Final Checklist
d
This application will be returned as incomplete unless all of the following items have been included:
❑ Check for $80 made payable to NCDENR.
❑ This completed application and all supporting documentation (including design details and calculations for
treatment systems).
❑ If an Erosion & Sedimentation Control (E&SC) Plan is required from Division of Land Resources (DLR)
lC� or local designee: documentation verifying applicant has developed and submitted that Plan to the governing
agency (required per 15A NCAC 02H .0138),
�'�, ❑ For new sites (or sites that will install new treatment facilities): Three (3) copies of plans and
�s specifications for wastewater treatment facilities (including recycle systems), signed and sealed by a
Professional Engineer or qualified staff meeting requirements of G.S. 89C-25 (7).
'=t ❑ For existing sites: three (3) copies of plans and specifications for wastewater treatment facilities (including
1� recycle systems) as built, stamped and sealed by a Professional Engineer, or (only if plans not available) a
detailed diagram of treatment systems in place that includes information such as tank volumes, dimensions,
retention time, piping, settling basin details, etc.
❑ A site map showing, at a minimum, (existing or proposed):
(a) outline of drainage areas, (b) stormwater/wastewater treatment structures, (c) location of
stormwaterlwastewater outfalls (corresponding to which drainage areas), (d) runoff conveyance structures,
(e) areas where materials are stored, (f) impervious areas, and (g) site property lines.
❑ A county map or USGS quad sheet with location of facility clearly marked.
Mail the entire package to:
Stormwater Permitting Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Note
The submission of this document does not guarantee the issuance of an NPDES permit.
For questions, please contact the DWQ Regional Office for your area.
DWQ Regional Office Contact Information:
Asheville Office ...... [phone]
'... fJ-`.. 5(,IIf{3LSIf+Sut4flY .• 7 r a} ,L
Fayetteville Office
._. [phone]
Y
r
Mooresville Office
... [phone]
�.
i._
tea. Y ' L �°1`t" #
Raleigh Office ........
[phone]
J-
1
,, jt�}ilEMj�SG
y, "•' t
b -
Mrw,airlllt- li �d^ '.`"''�.,Nr3l•
Washington Office
...[phone]
....-
= `' _.:,_
_.. ,.� L
s ,• . ti, t
Wilmington Office ...
[phone]
Winston-Salem ....
_ [phone]
►arc:r vi(le .'-, ,•.�
Central Office .........(919)
733-5083
r'. Ar�1tl�,I: b' ul
Page 5 of 5
SWU-229-101905 Last revised 10/19/2005

Concrete Supply - Storm Water Summary
Croft Plant
Drainage Areas & Process Water Information
DA - 1 = 56,025 t
DA-2=14,900ft��
DA - 3 =' 23,030 ft�
Process Water from DA-3 = 5,475 Gallons = 732 ft3
Retension Basin Information
Drainage Areas Going to Retention Basin = DA - 1
Total Drainage Area Going to Retention Basin = 56,025 0,1<286 acres)
25-Yr Storm Event
(Standard)
25-Yr Storm Event
(TR-55)
Volume of Water (ft)
30,534
14,142
Size of Retention Basin (ft)
30 x 225 x 9
30 x 160 x 7
Volume of Retension Basin (ft)
54,000
28,800
Constant Water Volume (ft)
20,250
14,400
Wash -Out Area Information for DA-3
25-Yr Storm Event
(Standard)
25-Yr Storm Event
(TR-55)
Volume of Storm Water (ft)
23,030
5,790
Total Volume of Water (ft)
13,283
6,522
Size of Wash -Out Area (ft)
3 Bays @ 18'W x 25' L x
9'D and 11.5'L Slopes
3 Bays @ 16'W x 15' L x
7'D and 15.5'L Slopes
Volume of Wash -Out Area (ft)
13,284
9,009
Overall Dimensions (ft)
54 ' W x 36.5' L
48' W x 30.51
*NOTE: Standard refer to complete capture of 100 percent of stormwater run-off

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Farm No. 502

STORAGE VOLUME FOR DETENTION BASINS
Version 2.00
Project CONCRETE SUPPLY User: COOK
County : MECKLENBURG State: NC Checked:
Subtitle: CROFT PLANT (1) P, .- _t)
Drainage Area: 1.29 Acres
Rainfall -Type: II
24-Hour Rainfall: 6.4 inches
Peak Inflow: 7.82 cfs
Peak Outflow: .8 cfs
Runoff Volume: 5.5 inches
Detention Basin Storage Volume:
Date:
Date:
Rainfall Frequency: 25 years
Runoff Curve Number: 92
3.02 inches or
0.3 acre feet
131D(

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#1 BASIN - CONCRETE SUPPLY- CROFT Type It 24-hr 25 Rainfall=6.54"
Prepared by {enter your company name here}
HydroCAD® 8.00 s/n 004252 D 2006 HydroCAD Software Solutions LLC _ 9/21/2006
Subcatchment 1S: MAIN BASIN
Runoff = 11.90 cfs @ 11.96 hrs, Volume= 0.602 af, Depth> 5.60"
Runoff by SCS TR-20 method, UH=SCS, Time Span= 1.00-24.00 hrs, dt= 0.02 hrs
Type II 24-hr 25 Rainfall=6.54"
Area (ac) CN Descrttion
1.290 92 - -- -
1.290 Pervious Area
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Subcatchment 1 S: MAIN BASIN
Hydrograph
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STORAGE VOLUME FOR DETENTION BASINS
Project : CONCRETE SUPPLY User:,C00�i
County : MECKLENBURG State: NC Checked:
Subtitle: CROFT PLANT -WASHOUT (PA — y)
Drainage Area: .53 Acres
Rainfall -Type: II
24-Hour Rainfall: 6.4 inches
Peak Inflow: 3.21 cfs
Peak Outflow: .33 cfs
Runoff Volume: 5.5 inches
Detention Basin Storage Volume:
Version 2.00
Date: tt�
Date: f II�' ;Erf-b`U
Rainfall Frequency: 25 years
Runoff Curve Number: 92
3.01 inches or
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CONCRETE SUPPLY- CROFT- WASHOUT Type/1 24-hr 25 Rainfall=6.54"
Prepared by {enter your company name here}
HydroCAD® 8.00 sln 004252 0 2006 HydroCAD Software Solutions LLC 9/21 /2006
Pond 2P: WASHOUT(Pond)
Inflow Area = 0.520 ac, Inflow Depth > 5.60" for 25 event
I nflow = 5.10 cfs @ 11.93 hrs, Volume= 0.243 of
Outflow = 0.15 cfs @ 13.69 hrs, Volume= 0.070 af, Atten= 97%, Lag= 105.7 min
Primary - 0.15 cfs @ 13.69 hrs, Volume= 0.070 of
Routing by Stor-Ind method, Time Span= 1.00-24.00 hrs, dt= 0.02 hrs
Peak Elev= 2.53' @ 13.69 hrs Surf.Area= 0.000 ac Storage= 0.179 of
Plug -Flow detention time= 411.9 min calculated for 0.070 of (29% of inflow)
Center -of -Mass det. time= 252.2 min ( 1,020.2 - 768.1 )
Volume_ invert Avail.Storage Storage Description
#1 1.00, 0.250 of Custom Stage Data Listed below
Elevation Cum.Store
(feet)
(acre-feet)
1.00
0.000
2.00
0.100
3.00
0.250
Device Routing Invert_ Outlet Devices
#1 Primary 2.45' 3.0' long x 4.0' breadth cons. spw
Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00
2.50 3.00 3.50 4.00 4.50 5.00 5.50
Coef. (English) 2.38 2.54 2.69 2.68 2.67 2.67 2.65 2.66 2.66
2.68 2.72 2.73 2.76 2.79 2.88 3.07 3.32
Primary OutFlow Max=0.15 cfs @ 13.69 hrs HW=2.53' (Free Discharge)
L-9=conc. spw (Weir Controls 0.15 cfs @ 0.65 fps)
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Pond 2P: WASHOUT(Pond)
Hydrograph
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4- Storage=0.179 of
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1 2 3 4 5 6 7 8 9 10 11 12 13 4 15 16 17 18 19 20 21 22 23 24
Time (hour
r(� . z/3
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1.0 Primary

CONCRETE SUPPLY- CROFT- WASHOUT Type 1124-hr 25 Rainfall=6.54"
Prepared by {enter your company name here)
HydroCAD® 8.00 sln 004252 © 2006 HydroCAD Software Solutions L.LC 912112006-
Subcatchment IS: WASHOUT
Hydrograph
Q Runoff
5- Type 11 24-hr 25
Rainfall=6.54"
4- Runoff Area=0.520 ac
Al
Runoff Volume=0.243 of
w 3-Runoff Depth>5.60"
a
,� Tc=3.0 min
2- J CN=92
ciF
1-.
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
Time (hours)
Py,3�3

8Ft Depth -Basin Vol & Dimension
W1
W2
W3
W4
.d-
L1
L2
Volume
W1xL1 -
ft3
Volume
W2xL1 -
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Volume
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W1 Vol.
Gallons
W2 Vol.
Gallons
W3 Vol.
Gallons
Total Vol.
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Slope
W1
Volume
ft3
Slope
W2
Volume
ft3
Slope
W3
Volume
ft3
16
14
14
14
8
28
251
3584
3136
3136
26808.3
23457.3
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73722.88
1600
1400
1400
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14
8
30.251
3840
3360
3360
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1600
1400
1400
16
141
141
14
8
321251
4096
3584
3584
30638.1
26808.3
26808.3
84254.72
1600
1400
1400
16
14
14
14
8
341251
4352
3808
3808
32553
28483.8
28483.8
89520.64
1600
1400
1400
16
14
14
14
8
36
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4608
4032
4032
34467.8
30159.4
30159.4
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16
14
14
14
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38
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4864
4256
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36382.7
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100052.48
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141
14
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4704
4704
40212.5
35185.9
35185.9
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141141
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8
44
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5632
4928
4928
42127.4
36861.4
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141
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5152
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1800
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32313.6
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1800
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30638.1
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4352
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36622.1
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101728
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1600
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161
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8,361251
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4608
4608
38776.3
34467.8
34467.8
107712
1800
1600
1600
18
161
161
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251
5472
4864
4864
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36382.7
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1800
1600
1600
18
161
161
16
8
40
251
5760
5120
5120
43084.8
38297.6
38297.6
119680
1800
1600
1600
18
16
161
16
8
42
251
6048
5376
5376
45239
40212.5
40212.5
125664
1800
1600
1600
18
16
161
16
8
44
251
6336
5632
5632
47393.3
42127.4
42127.4
131648
1800
1600
1600
18
16
161
16
8
46
251
6624
5888
5888
49547.5
44042.2
44042.2
137632
1800
1600
1600
18
16
161
16
8
48
251
6912
6144
6144
51701.8
45957.1
45957.1
143616
18001
1600
1600
18
16
161
16
8
50
251
7200
6400
6400
53856
47872
47872
149600
1800
1600
1600
8
8
8
20
18
18
18
8
28
25
4480 1
4032
4032 133510.41
30159.4
30159.4
93829.12
2000
1800
1800
20
18
18
18
8
30
25
4800
4320
4320 1
359041
32313.E
32313.6
100531.2
20001
1800
1800
1201
18
18
18
8
32
25
5120 1
4608 1
4608 1
38297.61
34467.8
34467.8
107233.28
2000
18001
1800
Page 1 of 3

8Ft Depth -Basin Vol & Dimension
20
18
181
18
8
34
251
5440
4896
4896
40691.21
36622.11
3662211
113935-361
2000
1800
18001
20
181
181
18
8
36
251
5760
5184
5184
43084.81
38776.3
38776.3
120637.44
2000
1800
1800
20
181181
18
8
38
251
6080
5472
5472
45478.4
40930.E
40930.6
127339.52
2000
1800
1800
20
181
181
18
8
40
251
6400
5760
5760
47872
43084.8
43084.8
134041.6
2000
1800
1800
20
181
181
18
8
42
251
6720
6048
6048
50265.6
45239
45239
140743.68
2000
1800
1800
20
18
18
18
8
44
251
7040
6336
6336
52659.2
47393.3
47393.3
147445.76
2000
1800
1800
20
18
18
18
8
46
251
7360
6624
6624
55052.8
49547.5
49547.5
154147.841
2000
1800
1800
20
18
18
18
8
48
251
7680
6912
6912
57446.4
51701.8
51701.8
160849.92
2000
1800
1800
20
18
18
18
8
50
251
8000
7200
7200
59840
53856
53856
167552
2000
1800
1800
8
8
8
22
20
20
20
8128
251
4928
4480
4480
36861.4
33510.4
33510.4
103882.24
2200
2000
2000
22
20
20
20
8
30
251
5280
4800
4800
39494.4
35904
35904
111302.4
2200
2000
2000
22
20,201
20
8
32,251
5632
5120
5120
42127.4
38297.6
38297.6
118722.56
2200
2000
2000
22
20,20
20
8
341251
5984
5440
5440
44760.3
40691.2
40691.2
126142.72
2200
2000
2000
22
20
20
20
8
361251
6336
5760
5760
47393.3
43084.8
43084.8
133562.88
2200
2000
2000
22
20
20
20
8
381251
6688
60R
6080
50026.2
45478.4
45478.4
140983.04
2200
2000
2000
221
20
20
20
8
401251
7040
6400
6400
52659.2
47872
47872
148403.2
2200
2000
2000
22
20.20.
20
8
42
25
7392
6720
6720
55292.2
50265.6
50265.6
155823.36
2200
2000
2000
22
201201
20
8
44
25
7744
7040
7040
57925.1
52659.2
52659.2
163243.52
22001
2000
2000
22
201201
20
8
46
25
8096
7360
7360
60558.1
55052.8
55052.8
170663.68
2200
2000
2000
22
20
20
20
8
48
25
8448
7680
7680
63191
57446.4
57446.4
178083.84
2200
2000
2000
22
20
20
20
81150,25,
8800
8000
8000
65824
59840
59840
185504
2200
2000
2000
8
8
24
22
22
22
81281251
5376
4928
4928
40212.51
36861.4
36861.4
113935.36
2400
2200
2200
24
221221
22
8
30
25
5760
5280
5280
43084.81
39494.4
39494.4
122073.6
2400
2200
2200
24
221221
22
8
32
251
6144
5632
5632
45957,1
42127.4
42127.4
130211.84
2400
2200
2200
24
22
22
22
8
34
251
6528
5984
5984
48829.4
44760.3
44760.3
138350.08
2400
2200
2200
24
22
22
22
8
36
251
6912
6336
6336
51701.8
47393.3
47393.3
146488,32
24001
2200
2200
24
22
22
22
8
38
251
7296
6688
6688
54574.1
50026.2
50026.2
154626.5E
24001
2200
2200
24
22
22
22
8
40
25
7680
7040
7040
57446.4
52659.2
52659.2
162764.8
2400
2200
2200
24.22.22.
22
81421251
8064
7392
7392
60318.71
55292.21
55292.2
170903.04
2400
2200
2200
24
221221
22
8
44
25
8448
7744
7744
63191
57925.1
57925.1
179041.28
2400
2200
2200
24
221221
22
8
461251
8832
8096
8096
66063.4
60558.1
60558.1
187179.52
2400
2200
2200
24
22
22
22
8
481251
921E
8448
8448
68935.7
63191
63191
195317,7E
2400
2200
2200
Page 2 of 3
Ln
0
a
N
0
z

8Ft Depth -Basin Vol & Dimension
24
221221
22
8
501251
9600
8800
8800
71808
65824
65824
203456
2400
2200
2200
8
26
24
24
24
8
28
25
5824
5376
5376
43563.5
40212.5
40212.5
123988.48
2600
2400
2400
26
24
24
24
8
30
25
6240
5760
5760
46675.2
43084.8
43084.8
132844.8
2600
2400
2400
26
24
24
24
8.32
25
6656
6144
6144
49786.9
45957.1
45957.1
141701.12
26001
2400
2400
26
24
24
24
8
34
25
7072
6528
6528
52898.6
48829.4
48829.4
150557.44
2600
2400
2400
26
24.24.
24
8
36.25.
7488
6912
6912
56010.2
51701.8
51701.8
159413.76
2600
2400
2400
26
24
24
24
8
381251
7904
7296
7296
59121.9
54574.1
54574.11
168270.08
2600
2400
2400
26
24
24
24
8
401251
8320
7680
7680
62233.6
57446.4
57446.4
177126.4
2600
2400
2400
26
24
24
24
8
421251
8736
8064
8064
65345.3
60318.7
60318.7
185982.72
2600
2400
2400
26
24
24
24
8
441251
9152
8448
8448
68457
63191
63191
194839.04
2600
2400
2400
26
24.24.
24
8
461251
9568
8832
8832
71568.6
66063.4
66063.4
203695.36
2600
2400
2400
26
24
24
24
8
481251
9984
9216
9216
74680.3
68935.7
68935.7
212551.68
2600
2400
2400
26
24
24
24
8
501251
10400
9600
9600
77792
71808
71808
221408
2600
2400
2400
8
8
28
26
26
26
8
28
251
6272
5824
5824
46914.E
43563.5
43563.5
134041.6
2800
2600
2600
28
26
261
26
8
30
25
6720
6240
6240
50265.6
46675.2
46675.2
143616
2800
2600
2600
28
26
261
26
8
32
25
7168
6656
6656
53616.6
49786.9
49786.9
153190.4
2800
2600
2600
28
26
26
26
8
34
25
7616
7072
7072
56967.7
52898.6
52898.6
162764.8
2800
2600
2600
28
26
26
26
8
36
25
8064
7488
7488
60318.7
56010.2
56010.2
172339.2
2800
2600
2600
28
26
26
26
8
38
25
8512
7904
7904
63669.8
59121.9
59121.9
181913.6
2800
2600
2600
28
26
26
26
8
40
25
8960
8320
8320
67020.8
62233.6
62233.6
191488
2800
2600
2600
28
26
26
26
8
42
25
9408
8736
8736
70371.8
65345.3
65345.3
201062.4
2800
2600
2600
28
26
26
26
8
44
25
9856
9152
9152
73722.9
68457
68457
210636.8
2800
2600
2600
28126126126.8.46.251
10304
9568
9568
77073.9
71568.6
71568.6
220211.2
2800
2600
2600
28
26126
26
8
48
25
10752
9984
9984
80425
74680.3
74680.3
229785.6
2800
2600
2600
28
26
26
26
8
50
25
11200
10400
10400
83776
77792
77792
239360
2800
2600
2600
0
0
0
0
01
0
0
0
0
Page 3 of 3
`
W
a
F�
a
✓
N
W
7
O
U]
rWj
z
�

Retention Basin Volume
W1
L7
Depth PP
Constant
VOL. FT3
Depth
Total Ft
Total VOL
@ Depth
5ft
Total VOL
@ Depth
Eft
Total VOL
@ Depth
7ft
Total VOL
@ Depth
8ft
Total VOL
@ Depth
9ft
Total VOL
@ Depth
loft
Total VOL
@ Depth
11ft
Total VOL
@ Depth
12ft
40
80
3
9600
5
16000
19200
22400
25600
28800
32000
35200
38400
40
90
3
10800
5
180001
21600
252001
28800
32400
36000
39600
43200
40
100
3
12000
5
20000
24000
28000
32000
36000
40000
44000
48000
40
110
3
13200
. 5
22000
26400
30800
35200
39600
44000
48400
52800
40
120
3
14400
5
24000
28800
33600
38400
43200
48000
52800
57600
50
100
3
15000
5
25000
30000
35000
40000
45000
50000
55000
60000
50
110
3
16500
5
275001
33000
38500
44000
49500
55000
60500
66000
50
120
3
18000
5
30000
36000
42000
48000
54000
60000
66000
72000
50
130
3
19500
5
32500
39000
45500
52000
58500
65000
71500
78000
50
140
3
21000
5
35000
42000
49000
56000
63000
70000
77000
84000
50
150
3
22500
5
37500
45000
52500
60000
67500
75000
82500
90000
60
120
3
21600
5
36000
43200
50400
57600
64800
72000
79200
86400
60
130
3
23400
5
39000
46800
54600
62400
70200
78000
85800
93600
60
140
3
25200
5
42000
50400
58800
67200
75600
84000
92400
100800
60
150
3
27000
5
45000
54000
63000
72000
81000
90000
99000
108000
60
160
3
28800
5
48000
57600
67200
76800
86400
96000
105600
115200
60
170
3
30600
5
51000
61200
71400
81600
91800
102000
112200
122400
60
180
3
32400
5
54000
64800
75600
86400
97200
108000
118800
129600
70 1
140
3
29400
5
49000
58800
68600
78400
88200
98000
107800
117600
70
150
3
31500
5
52500
63000
73500
84000
94500
105000
115500
126000
70
160
3
33600
5
560001
67200
78400
89600
100800
112000
123200
134400
70
170
3
35700
5M73500.
71400
83300
95200
107100
119000
130900
142800
70
180
3
37800
5
75600
88200_
100800
113400
126000
138600
151200
70
190
3
39900
5
79800
93100
106400
119700
133000
146300
159600
70
200
3
42000
5
84000
98000
112000
126000
140000
154000
168000
70
210
3
44100
5
88200
1029001
117600
132300
1470001
1617001
176400
Page 1 of 2
RECEIVED
0 VV 1 4 2006
BY:

Retention Basin Volume
W1
I_1
Depth PP
Constant
VOL. FT3
Depth
Total Ft
Total
@ Depth
5ft
Total
@ Depth
Eft
Total
@ Depth
7ft
Total
@ Depth
8ft
Total
@ Depth
911
ota
@ Depth
loft
otaTotal
@ Depth
11ft
@ Depth
12ft
80
16d
3
38400
5
64000
76800
89600
102400
115200
128000
140800
153600
80
170
3
40800
5
68000
81600
95200
108800
122400
136000
149600
163200
80
180
3
43200
5
72000
86400
100800
115200
129600
144000
158400
172800
80
190
3
45600
5
76000
91200
106400
121600
136800
152000
167200
182400
80
200
3
48000
5
80000
96000
112000
128000
144000
160000
176000
192000
80
210
3
504001
5
84000
100800
117600
134400
151200
168000
184800
201600
80
1 220
3
52800
5
88000
105600
123200
140800
158400
176000
193600
211200
80 1
230
3
552001
5
92000
110400
128800
147200
165600
1840001
202400
220800
80 1
240
3
576001
5
96000
115200
134400
153600
172800
192000
211200
230400
s: DESIGN CRITERIA:
<: Detention period 2-5 days
Overdig perimeter to keep interior/exterior slopes at 3:1 ratio
Length to width ratio is a minimum 2:1 and 3:1 preferred.
Minimum average pool depth will be 3 feet.
r. Forebay baffle (rip rap)to be 1 foot below normal pool elevation.
Riser/barrel assembally will have trash rack , anti -vortex and adequately anchored to resist bouyancy (Cast in concrete and rip rap)
:. Emergency spillway will be a minimum of 10 feet in width and lined with rip rap.
�0� 14 N96
Page 2 of 2

FORTRANS pH CONTROL SYSTEMS - MODEL 5000-5 & 5000-SK
Overhead view
Intake line detail
Basin
wall
Intake 1 assembly 1 1!2"pipe
clamps)
Return line detail
s,
Fbrtrans,
r
l UT' Cam lock
quick connect
1 1/2" schedule 80 union should be
located above water line so that check
valve can be cleaned
1 1/2" PVC check valve.
G of the
basin
from the bottom
of the basin
Sec overhead view for correct pipe
placement in basin. This ppart o�ffj
the return lint is rotated 900 ov
thebasin wall.
Return line is installed on interior
side of settling basin. Fasten with
1 1/2" pipe clamps.
Option
314' PVC ball
valve to facilitate
easy pruning of
pump
r
1 112" cam lock
quick connect
GBasin wall
Rcturn line outlet
approximately 12" from
to bottom of the basin
Return line outlet i+
constructed with
1 112" schedule 80 PVC

State of North Carolina
+' }�bepartment of Environment
and Natural Resources
Division of Water Quality
.'dames B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
i
DAVID MOCK
CONCRETE SUPPLY CO -CROFT
I
P.O. BOX 5247
CHARLOTTE, NC 28225
Dear Permittee:
900-0-
•a
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 26, 1999
- Subject: Reissue - NPDES Stormwater Permit
Concrete Supply Co -Croft
_ COC Number NCG 140053
Mecklenburg County
i
In response to your renewal application for continued coverage under general permit NCG140000, the Division of
Water Quality (DWQ) is forwarding herewith the reissued stormwater general permit. This permit is reissued
I)ursuant to the requirements of North Carolina General Statute t43-215.1 and the Memorandum of Agreement
between the state of North Carolina and the U.S. Environmental Protection Agency, dated December 6, 1983.
'The following information is included with your permit package:
* A copy of general stormwater permit NCG140000
i
:k A Stormwater Pollution Prevention Plan (SPPP) Certification Form. Completion of this form is required to
! certify that you have developed and implemented the SPPP as per the conditions of the permit. This form
imust be completed and returned to the Division within 30 days of receipt of this letter.
DO NOT SEND the SPPP with the signed form. .
* Five copies of the Analytical Monitoring form and five copies of the Qualitative Monitoring form
1
* A copy of a Technical Bulletin for the general permit which outlines changes in the permit, key requirements,
_and addresses frequently asked questions
* A Certificate of Coverage
I
,Your coverage under this general permit is not transferable except after notice to DWQ. The Division may require
modification or revocation and reissuance of the Certificate or Coverage. This permit does not affect the legal
requirements to obtain other permits which may be required by DENR or relieve the permittee from responsibility
for compliance with any other applicable federal, state, or local law, rule, standard, ordinance, order, judgment, or
decree.
If you have any questions regarding this permit package please contact Tony Evans of the Central Office Stormwater
'and General Permits Unit at [phone], ext. 584
I '
Sincerely,
for Kerr T. Stevens
L: Central Files
i
Stormvo• and General permits Unit Files
Mooresville Regional Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

i
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
I
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140053
STORMWATER AND PROCESS WASTEWATER DISCHARGES
i
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
,In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
i
CONCRETE SUPPLY CO-CROFF
I
is hereby authorized to operate a process wastewater treatment system, and is hereby authorized to discharge process
wastewater and stormwater from a facility located at
CONCRETE SUPPLY CO -CROFT
6528 LAKEVIEW RD
CROFT
MECKLENBURG COUNTY
to receiving waters designated as Long Creek in the Catawba River Basin
iin accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, II, I1I,
HIV, V, and VI of General Permit No. NCG140000 as attached.
i
This certificate of coverage shall become effective August 1, 1999.
1
iThis Certificate of Coverage shall remain in effect for the duration of the General Permit.
,Signed this day July 26, 1999.
for Kerr T. Stevens, Director
Division of Water Quality -
By Authority of the Environmental Management Commission
i

F
N
�x �K"EW
Z
0
x
K'T
HgRR�s 6
VICINITY MAP (N.T.S.)
UTILITY WARNING:
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM
FIELD SURVEY INFORMATION AND EXISTING DRAWINGS. THE
SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA,
EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER
DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN
ARE IN THE EXACT LOCATION BUT ARE SHOWN AS ACCURATELY
AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR
HAS NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
NGS "EIGHT"
NAD '83 GRID COORDS
N= 582,560.101 FT
E= 1,453,606.607 FT
BAR SCALE 1 "=40,
0 20 40 80
a:V_r
F ORIGINAL SHEET - ARCH D
E.P. (RIGHT—OF—WAY NOT VERIFIED FOR PURPOSE OF THIS SURVEY)
-- E.P. E.P. R ✓E Y) --- ----
N.M.F. LAKEVIEW E W ROAD : ,:
S 87'04 01 E
(N N.M.F.
E.P.
(324.95')
E.P.--
g3 0 0
I.P.F. PP WATERVALV
N
P P P PP �' I, •
PIP
IP
PP
a N/F
CONCRETE SUPPLY COMPANY
DB 5353 PG 110 WOODS
GIS# 03725310
N/F
NORRIS FAMILY INVESTMENTS LLC
DB 15662 PG 118
GIS# 03725307
N/F
JULIE ANNA NORRIS
EDGAR LEE NORRIS JR.
LAWRENCE ERIKSON NORRIS
AMANDA PAIGE NORRIS
DB 8414 PG 712
GIS# 03725301
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SHED
P CONTROL
ROOM
CD CD In 815. D--�
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TIN SHED
FUE PUMP
V
SI E BENCH MARK
v CHISLED "X"
0 TOP OF WALL
Q EEV= 817.80
(NAVD'88)
PP
DECK
OFFICE�
12.
NAD '83 GRID COORDS WOODS
N= 582,655.595 FT
E= 1,454,301.658 FT
(171.12')
N 82.10' 37 E P.Q.B. I.P.F. N 83.0
701.66' GROUND (DB 5353 PG 100) FfNCe 5 52�w
701.57' GRID
C G F,_0.99gS737 (N 83.
24, 05»
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2-7.
CON
$25
LP
PP
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5.
N/F
McGEE BROTHERS COMPANY, INC.
DB 8955 PG 820
GIS# 03725308
--
Stantec Consulting Services Inc.
2127 Ayrsley Town Blvd. Suite 300
Charlotte, NC 28273
Tel. [phone]
Fax. [phone]
www.stantec.com
SUMIK
Copyright Reserved
The Contractor shall verify and be responsible for all dimensions. DO
NOT scale the drawing — any errors or omissions shall be reported to
Stantec without delay.
The Copyrights to all designs and drawings are the property of
Stantec. Reproduction or use for any purpose other than that
authorized by Stantec is forbidden.
Legend
-�
N/F —
NOW OR FORMERLY
R W —
RIGHT—OF—WAY
FENCE LINE
P
OVERHEAD ELECTRIC LINE
• I.P.F. —
IRON PIN FOUND (AS NOTED)
S.S.M.H. —
SANITARY SEWER MANHOLE
SS
SANITARY SEWER LINE
LINE NOT SURVEYED
DB / PG —
DEED BOOK AND PAGE
b„
PB / PG —
PLAT BOOK AND PAGE
N.T.S.
—NOT TO SCALE
—TEMPORARY BENCH MARK
_._
c13-3 PP
— POWER POLE
LP
— LIGHT POLE
-v
Wg
—WELL
!='
ON.M.F.
— NO MONUMENTATION FOUND
CL
— CENTERLINE
( )
— MEASUREMENT OF RECORD
N.M.F.
— NO MONUMENTATION FOUND
E.P.
— EDGE PAVEMENT
C.G.F.
— COMBINED GRID FACTOR
Notes
1) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT
AND IS NOT INTENDED TO REPRESENT A TITLE SEARCH BY THIS SURVEYOR.
2) THIS IS NOT A BOUNDARY SURVEY AND SHOULD NOT BE RELIED ON AS
SUCH. BOUNDARY INFORMATION TAKEN FROM DEED BOOK 5353 PAGE 110.
3) LOCATION OF UNDERGROUND UTILITIES WERE NOT PART OF THIS SURVEY.
4) WETLANDS WERE NEITHER INVESTIGATED NOR CONFIRMED FOR PURPOSES
OF THIS SURVEY.
5) ALL DISTANCES HEREON ARE HORIZONTAL GROUND DISTANCES BASED ON
U.S. SURVEY FOOT.
6) THE PROPERTY SHOWN HEREON IS SUBJECT TO ANY AND ALL
EASEMENT(S) AND/OR RIGHTS) —OF —WAY, WHETHER WRITTEN OR
UNWRITTEN, RECORDED OR UNRECORDED.
7) VERTICAL DATUM IS NAVD '88.
8) CONTOUR INTERVAL IS 0.5 FEET.
9) SITE BENCHMARK AS SHOWN.
10) OWNER OF RECORD AS SHOWN.
11) PROPERTY IS NOT LOCATED IN A FEMA SPECIAL FLOOD HAZARD AREA PER
COMMUNITY —PANEL NUMBER 370159-0107E WITH AN EFFECTIVE DATE OF
FEBRUARY 4, 2004.
12) SURVEY COMPLETED FEBRUARY 9, 2006.
13) PROPERTY ZONED 12: INDUSTRIAL (GENERAL) PER MECKLENBURG COUNTY
GIS.
14) THE NC GRID COORDINATES SHOWN ON THIS PLAT WERE DERIVED BY
STATIC DIFFERENTIAL GPS OBSERVATIONS USING 2 TRIMBLE 5800
RECEIVERS. THE VECTORS WERE ADJUSTED USING THE FIXED STATIONS
SHOWN UTILIZING NGS' ONLINE POSITIONING USER SERVICE (OPUS) AND
ARE RELATIVE TO THE NGS CORS BASE STATIONS LISTED HEREIN.
THE FOLLOWING NGS CORS STATIONS WERE USED FOR THIS SURVEY: /
ELEVATION
PID DESIGNATION LATITUDE LONGITUDE (ORTHOMETRIC) GEOID 03 EPOCH
2006.1091
DF6318 NC77 177 WELCOME CNTR CORS ARP N350721.254 WO805458.468 0.035 (M) 2006.1091
AJ8051 CHME CHARLOTTE CORS ARP N351635.972 W0805320.582 0.035 (M) 2006.1091
DF7471 NCCO CONCORD CORS ARP N352235.243 W0803351.114 0.035 (M) 2006.1091
AC7829 EIGHT (PUBLISHED CONTROL POINT) N352012.607 WO804955.986 299.2 (M) 0.035 (M) Revision By Appd. MM.DD.YY.
File Name:170303118V—CROFT JMT wJJ 02.06.06
own. Chkd. Dsgn. MM.DD.YY
l
ClientJOwner
i�
CONCRETE SUPPLY COMPANY
3823 RALEIGH STREET
ONCRETE
CHARLOTTE, NC 28299
SLUDGE
AREA %f TOPOGRAPHIC SURVEY
N.M.F. FOR A PORTION OF LANDS OF 3•
-_
I, WARREN J. JENNINGS PLS, HEREBY CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY CONCRETE SUPPLY COMPANY -CROFT PLANT
SUPERVISION BASED ON A SURVEY MADE UNDER MY DIRECTION. BOUNDARY LINES AS
SHOWN WERE NOT FIELD VERIFIED BUT, RATHER, TAKEN FROM INFORMATION OF RECORD AND CITY OF CHARLOTTE
DENOTED AS DASHED. MECKLENBURG COUNTY �EIVED o
N/F �••,.....,,,
• M
McGEE BROTHERS COMPANY, INC. N �•`�,��.CARNORTH CAROLINA �'•, % NOV 7 2006 � DB 8955 PG 820 O : •F �ssip�•••i,L
GIS# 03725313 ° 9�•:-7
BY:
.� SEAL / q
L-4096
--- % �,��suRv° ��,.� Pr Scale Date
------------------------ Project No
---- ------------------
WARREN J. JENNINGS, PLS L-4096 DATED �'.F '
N � . 170303118 1 —40 2-13-06
Drawing No. Sheet Revision
1 of 1 0

Mate of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Pireston Howard, Jr., P.E., Director
I
L.T. Hovis
Concrete Supply Co -Croft Plt
F.O. Box 5247
Charlotte, NC 28225
January 20, 1995
Subject: General Permit No. NCG140000
Concrete Supply Co -Croft Plt
COC NCG140053
Mecklenburg County
Dear L.T. Hovis
i In accordance with your application for discharge permit received on November 23, 1994, we are
- forwarding herewith the'subject certificate -of -coverage to -discharge under the subject'state=,NPDES general-
permit: This, permit is issued -pursuant to the, requiremen ts-of-North Carolina -General Statute 143=215 -.1- and ` - --- the Memorandum of Agreement between North Carolina and the US Environmental Protection agency dated
December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to request an individual permit by submitting an individual permit
application. Unless such demand is made, this certificate of coverage shall be final and binding.
i
Please take notice that this certificate of coverage is not transferable except after notice to the Division
of Environmental Management. The Division of Environmental Management may require modification or
rep ovation and reissuance of the certificate of coverage.
I This permit does not affect the legal requirements to obtain other permits which may be required by the
Division of Environmental Management or permits required by the Division of Land Resources, Coastal
Area Management Act or any other Federal or Local governmental permit that may be required.
If you have any question concerning this permit, please contact MR. ANTONIO EVANS at telephone
number 919/733-5083.
cc:� Mooresville Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535
An Equal Opportunity Affirmative Action Employer
Sincerely'. 1 S• a6 W
A. Preston Howard, Jr. P.E.
Telephone [phone] FAX [phone]
50% recycled/ 10% post -consumer paper

STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
GENERAL PERMIT NO. NCG140000
CERTIFICATE OF COVERAGE No. NCG140053
STORMWATER DISCHARGES
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and
regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the
Federal Water Pollution Control Act, as amended,
Concrete Supply Co.
is hereby authorized to discharge stormwater from a facility located at
Concrete Supply Co.
6528 Lakeview Road
Croft, NC
Mecklenburg County
to receiving waters designated as Long Creek in the Catawba River Basin
in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts I, lI, III
and IV of General Permit No. NCG140000 as attached.
This certificate of coverage shall become effective January 20, 1995.
This Certificate of Coverage shall remain in effect for the duration of the General Permit.
Signed this day January 20, 1995.
Sjgr 2d iiy
Co1eo�. �u�lirty
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

FACILITY: Cooa- .-ie. Lo Crrs+ vlc (T
COUNTY: Me, ck(e.n kuc)
NPDES: M O G !c( CKU 53
MAP#: F15-S L
DSN FLOW: 1�)/A
sm 6- B i=
LATITUDE: 35��
o c, l /
LONGITUDE: S0 `� i 30
RECEIVING STREAM: L,3 (-),eat
STREAM CLASS: C,
DISCHARGE CLASS: Wa�qS
EXPIRATION DATE: p f7/3 I I9 q