NC0089371_Regional Office Historical File Pre 2018 (2)

RC Y COOPER
MICHAEL S. REGAN
X'1,100N
Water Resources S. JAY ZIMMERMAN
ENVMONMENTAL QUAUTY 4M
RECENED/NCDENRIDWR
August 7, 2017
Mr. Douglas Pierotti WQROS
City of Charlotte MOORESVILLE REGIONAL 0FRCE
Engineering & Property Management
600 E Fourth St
Charlotte, NC 28202
Subject: Rescission of NPDES Permit NCO089371
Lynx Blueline Extension
Mecklenburg County
Dear Mr. Pierotti:
The Division received your request to rescind the subject permit, and
we do not object to your request. NPDES permit NCO089371 is hereby
rescinded, effective immediately. This letter is to close the permit file
for the Division, and for your records.
If in the future your municipality wishes to discharge wastewater to the
Mate* s surface waters, they must first apply for and receive a new NPDES
permit.
If you have any questions concerning this matter, please contact Charles H.
Weaver at [phone] or via e-mail [[e-mail]].
nq rely,
S. Jay Zirnmerrnar�,P. 'G.
Director
Division of Water Resources
cc:
NPUES file.
Teresa Revs Budget
State of North Carolina I Environmental Quality I Water Resources
1617 Mail Service Center I Raleigh, NC 27699-1617
919 807 6300 919-807-6389 FAX
https.//deq.ne.gov/about/divisions/water-resotirces/water-resources-perinitsVwastewater-branch/apdes-wastewater-permits

United States Environmental Protection Agency Form Approved
EPA Washington, D.C. 20460
OMB No. 2040-0057
Water Compliance Inspection Report
Approval expires 8-31-98
Section A. National Data System Coding (i.e;, PCS)
Transaction Code NPDES yr/molday Inspection Type inspector Fac Type
1 2 1 NCO089371 11 121 17/07/28 117
I L ------------- j
18 UR 19 1 , f 20 Lj
Li
211 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1
1 1 1 1 1 1 11 1 1 1 1 1
f6
Inspection Work Days Facility Self -Monitoring Evaluation Rating 81 QA
67
70 15 1 71 IN 1 72 1 N 1
73 [_.LJ74 7
Section B: Facility Data
Name and Location of Facility Inspected (For Industrial Users discharging to POTW, also include
Entry Time/Date Permit Effective Date
POTW name and NPDES permit Number)
09.06AM 17/07/28 15/04/01
Lynx Blueline Extension
Cullman Ave And Alpha Mill Ln
Exit Time/Date Permit Expiration Date
Charlotte NC 28206
10:O0AM 17/07/28 17/06/30
Name(s) of Onsite Representative(s)fTitles(s)/Phone and Fax Numberts)
Other Facility Data
/H
Joseph Patrick NestorlORC/704-442-1365/
Name, Address of Responsible OfficialfTitle/Phone and Fax Number
Contacted
David Walfe,600 E Fourth St Charlotte NC 282022844f/704-336-3602/7043364554
No
Section C: Areas Evaluated During Inspection (Check only those areas evaluated)
Permit
Section D: Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
(See aftachment summary)
Name(s) and Signature(s) of Inspectors} Agency/OfficelPhone and Fax Numbers
Date
Edward Watson MRO GWIH
Signature of Management Q A Reviewer Agency/Office/Phone and Fax Numbers
Date
EPA Form 3560-3 (Rev 9-94) Previous editi(As are obsolete,
Page# 1

IV
NPDES ydrnotday Inspection Type 1
31 NCO089371 it1 12 17107/28 17 18
`LRJ
Section D Summary of Finding/Comments (Attach additional sheets of narrative and checklists as necessary)
Permit rescinded.
Page# 2

inspection Date" 07/28/20I7 Inspection Type: Reconnaissance
Permit
Yes No NA N
(If the present permit expires in 6 months or less) Has the permittee submitted a new
[l
El
M
11
application?
Is the facility as described in the permit?
■
Q
El
11
Are there any special conditions for the permit?
®
■
Is access to the plant site restricted to the general public?
■
El
El
Is the inspector granted access to all areas for inspection?
®
[l
Comment: This site is no lon er actively dewaterin . The system has been off fora
ro imatel
one
ear. The last site ins ectionnwas in 2016. The permit has been rescinddd at the request
of the oermittee.
Page#
3

09
NCDENR MAR 2 3 2,015
North Carolina Department of Environment and Natural Resources
WOROS
Pat McCrory K16v ICE
Governor Secretary
March 18, 2015
Mr. David Wolfe
Environmental Program Manager
City of Charlotte
600 East 0 Street
Charlotte, NC 2202
Subject: NPDES Permit Modification
Permit NCO089371
Charlotte Area Transit System Construction
Mecklenburg County
Class I
Dear Mr. Wolfe:
Division personnel have reviewed and approved your representative, Hart and Hickman,
application for modification to the subject permit. Accordingly, we are forwarding the attached
modified NPDES discharge permit. This modified permit is issued: pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North
Carolina and the U.S. Environmental Protection Agency dated October 15 2007 (or as subsequently
ended).
Please note that the receiving stream is listed as an impaired waterbody on the North Carolina
2014 303(d) Impaired Waters List. Addressing impaired waters is a high priority with the Division.,
and instream data will continue to be evaluated.If there is noncompliance with permitted effluent
limits and stream impairment can be attributed to your facility, thenmitigative measures may be
required.
The permit was original issued in October 2013 for a limited timefrarne to accommodate
dewatering activities associated with the Lynx Blue Line extension construction project. Two new
dewatering activities were recently defined along with new discharge locations on Little Sugar Creek.
The new outfalls predicted maximum discharge rate will be same as the existing outfalls, 0.28 Mt3D.
This permit modification includes the following changes to the existing permit:
1 Change the permit' expiration date from September 30, 2015 to June 30, 2017 to
accommodate the extended construction. schedule. The total permit duration is less than
years.
2) Addition. of O tfalls 003 and 004, which may be used to discharge treated wastewater from
any of the four dewatering sites defined for this 'construction project. These additional
outfalls would discharge to the same receiving waterbody (Little Sugar Creep).
1617 Mal Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]
Internet: www.nedenr.gov
An Equal Opporturritytrlftrrmative Action Employer

'04
David iWolfe, Envirom-nental Program Manager
March 18, 2015
Page 2 of 2
3) Amendment of Outfall 001 and 002 limitation pages, which may be used to discharge
treated wastewater from any of the four dewatering sites defined for this construction
project.
4) Amendment of special condition A. (4) to include a new reporting requirement, which will
provide information on corrective actions made for non-compliance occurrences. The report
will be mailed to the Mooresville Regional Office.
If this temporary construction activity is completed prior to January 2017, please notify the
Division whether the intention is to apply for a major permit modification for converting this permit to
a permanent groundwater rem ediation discharge or the pennit is no longer needed, in which case
request permit rescission.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty
(30) days following receipt of this letter. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings (6714 Mail iService Center, Raleigh, North Carolina 27699-6714). Unless
such demand is made, this decision shall be final and binding.
Please note that this permit is not transferable except after notice to the Division. The Division
-f'+I,- A- __+ -P-r--+ +U-
s
It you have any quests
number [phone] or at i
NCI
3ermit NCO089371
ater Resources
uc: NYVI:N rile
Central Files
Mooresville Regional Office/Water Quality Programs (attach Fact Sheet Addendum)
ecopy:
SCDHEC/Mike Montebello (email with Fact Sheet Addendum)
Email: [e-mail]
Mecklenburg County/Richard Farmer (email)
Email: [e-mail]
Hart and Hickman/Joselyn Harriger (email)
Email: [e-mail]

I
Permit NCO089371
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER RESOURCES
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE -IARG ELIMINATION SYSTEM
In compliance with the provision of North Carolina. General Statute 143-21 .1, other lawful standards
d regulations promulgated and adopted by the North Carolina Environmental Management
Commission., and the federal Water Pollution Control Act, as amended, the
City of Charlotte
is hereby authorized to discharge wastewater from a facility located at the
Charlotte Area Transit System Construction
Nearby Cullman Ave and Nearby Alpha Mill Lane
Mecklenburg County
Y'Y _ i-_ a _*.a5 PIN .. I. —'—
and other conditions set forth in'Parts I, 11,11I and IV hereof.
This modified permit shall become effective `..................... March. 18, 2015.
This permit and authorization to discharge shall expire at midnight on June 30, 2017.
Signed this day . March 18, 2015.
l-4
yimmerman
Director, Division of Water Resources
By Authority of the Enviro ental Management Commission
Page I of

Permit NCO089371
MENT TO PERMIT COVER SHEET
permit conditions, requirements, terms, card provisions described herein.
City of Charlotte
is hereby authorized to:
anituipaies ireatmem, coniponenLS Lo Consist 01 COM01111111011 01 setuing, nitenng, air stripping,
activated carbon adsorption, and ionic resins adsorption.
2. Discharge from said treatment works at the locations specified on the attached map into the L
Sugar Creek Outfalls 001, 003, and 004, an unnamed tributary into Little Sugar Creek Outfall,
classified C waters in the Catawba River Basin.
Page 2 of 6

Permit NCO089371
Part I
A. (1) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS
a. During the period beginning on the effective date of this modified permit and lasting until
expiration, the Permittee is authorized to discharge treated construction dewatering wastewater
from Outfall 001. Such discharges shall be limited and monitored by the Permittee as specified
EFFLUENT
EFFLUENT LIMITS
MONITO G REQUIREMENTS
CHARACTERISTICS
Monthly Average
Measurement
Sample
Sample 2
Total Suspended Solids(;�.0,155.4�)
30.0 m&,/L
Twice per
Month
Grab
Effluent
pH
Not less than 6.0 S.U. nor
Twice per
Grab
Effluent
Tetrachloroethene6�e.�-b,
46 �tg/L
Twice per
Grab
Effluent
Month
Month
"Toluene (;54�16)
22 �tg/L
Twice per
Month
Grab
Effluent
Total Chromium (0 1 ci'61)
101 �tg/L
Twice per
Grab
Effluent
Month
Total Copper (c"> I ov';Q
7 gg/L
Twice per
Grab
Effluent
Mont
Turbidity
50NTU4 daily limit
Twice per
Grab
Effluent
'
turbidity is above 50 NTU then the discharge shall not cause an increase in turbid
b. All samples collected shall be from a representative discharge event.
c. Discharges to individual storm sewers require review and approval by Char�,!
Page 3 of 6

4
Permit N(
- - ----------- -
Footnotes:
1. If any monthly average limits are exceeded a Compliance Action Report shall be subt
to the Mooresville Regional Office, see special condition A. (4).
2. Effluent sample shall be taken after the last treatment component and before discharg
approved storm sewers connecting to Little Sugar Creek or direct discharge to Little
Creek tributaries.
3. An effluent meter with flow totalizer shall be installed. A daily log shall be maintaine
available for inspection indicating the date of operation, the total flow volume discharg
that date, and the number of hours of operation on that date.
4. The Permittee can demonstrate compliance with the turbidity limit by sampling I
upstream and downstream from the discharge during a discharge event, in which ca.,
discharge shall not cause the downstream turbidity to exceed 50 NTU or if the ups
turbidity is above 50 NTIJ then the discharge shall not cause an increase in turbidity.
b. All samples collected shall be from a representative discharge event.
c. Discharges to individual storm sewers require review and approval by Charlotte's
Department.
Page 4 of 6

A. (3) EFFLUENT LIMITATIONS AND MONI
a. During the period beginning on the effective dat
expiration, the Permittee is authorized to discharge
from Oq011 003 and 004. Such discharges shall
as specified below:
Flow, MGD
L,"Total Suspended Solids 30.0 mg/L
pH Not less than 6.0 S.U. nor
arpnt.-r thin 0 0 A" I T
Perm'it NC0089371
FORING REQUIREMENTS
e of this modified permit and lasting until
treated construction dewatering wastewater
be limited and monitored 1 by the Penuittee
MONITORING REQUIRMENTS
Measurement Sample Sample
Frequency Location 3
Continuous 4 Recording Effluent
Twice per Grab Effluent
Month
Twice per Grab Effl'uent
Month
,T,etrachloroetbene 36 #g/L Twice per Grab Effluent
Month
Twice per
I/ Trichloroethene 324 ltg/L Grab Effluent
19 qg/L
lium g/l,
r 7 g/L
50 SITU 5 daily limit
cues:
R&WAN
Twice per
Grab
Effluent
Month
Twice per
Grab
Effluent
Month
Twice per
Grab
Effluent
Month
Twice per
Grab
Effluent
Month
)11 iA. ktj.
'WCrS C01111CCL111g LO I-ILLIC 3UgUr A-TCCK, or veto
b. All samples collected shall be from a representative discharge event.
c. Discharges to individual storm sewers require review and approval from Chartol
Department.
Page 5 of 6
100 ft
se the
;tream
Utility

Pei
ATION LOG
Page 6 of 6

:2
ERMIT MOWEICA`PION
9371
ca Transit System Lynx Blue Line
28202
near Cullman Ave, Alpha Mill Ln,
: e 0.28 MGD 195 GPM))
known contaminates
am C
isification:
No.: 11-137-8a
C. 03050103
4 Approved
Yes
(d) Listed?:-
tonal Office:
-Copper
Mooresville
e Grid / IJSG§---Gl4NE
id:
Charlotte East, NC
it Writer:
Ron Berry
1-49,7!!o�32.80/o�55.­55*8�/`8�/`�Date'.�._ 3/13/15
ed in initial permit
calculated using USGS, GPS map to define drainage area and Outfall 001 flow
un data
'as issued a short term NPDES permit (effective October 2013, expiration
� I � I - ­ ­­- -.!- - - �1-- T ­­ T'11.-- T -*--
. Several issues with meeting compliance while treating multiple sources to
uired additional direction by the Division.
nittee and used to calculate applicable water qi
copper. The receiving stream, Little Sugar Creek, is a Class C stream in tile Catawba River WaU
Fact Sheet
NPDES NCO089371
Page I of 2

t
case, the NSIF data
and are part of the
don page A.(3) was
lefine the applicable
ictice of combining
itfall locations will
, and 004 reflect the
fn this'permit's past
new documentation
lie modified permit
111VULLIVU pul-1111t.
The Division may consider a major permit modification for conversion of this construction dewatering
permit to a groundwater remediation permit if justified as a modification for the NSIF site once
dewatering activities have ceased.
NPDES Division Contact
If you have questions regarding any of the above inforination or on the attached permit, please contact
Ron Berry at (919) 807-63 6 or email roLiLb�er @_ncdenr.gov.
NAME: 7EM = DATE: —*4-1 c5—
Fact Sheet
NPDES NCO089371
Page 2 of 2

Sample ID
Screening Criteria
TMW1
TMW-1
TMW2 ITMW-2R TMW-3
TMW-4
TMW-8
T W-5 TMW-6 TMW-7 TMW-3 TMW-9 TMW-9Ff
TMW.10 TMW-IOR
TMW-11 TMW-12 TMW 18
TMW-13R .
FN#arad
Filtered
2L Grourktaratet
28 Surface
Sample Date
Quality
Water
8l12
1312014
8113t14
8113/14
2112/15
8113}14
8/14114
$115i14
8115/14
$115114 8/16114
8/15114: 8115(14
2112116
8118114
2113115
8118/14
10014
1013t14
:2J13116
Standard'
Standard'
Units
}L
LgL :.
gtL ..
gtL
all.
1L
µgfL
g1L
g1L
i 91L
µ 1L
µglL
g1L :
g1L
:.µ fL
L
µ }L
WgIL:
µ }L :
all.
figIt.
PCBs {8062AY
NA
NA
NA
: NA
NA
NA
ND
NA
ND
NA
NA
NA
NA
ND
NA
NA
NA
NA
NA
V(7Cs f828oB1
Chloroform
70
170
10,50
NA
<0.50
NA
<0,50
<0,50
0.95
' <D.50
0,64
<0.50
0,95
NA
0,87
<0,50
NA
<U0
<050
<0.50
<0.50
eis-1,2•Dichlorosthena
6o
720
<0.50
NA
<D.50
NA
Z O
1.4
<0.50
<0,50
<0.50
<0,50
<0.50
NA
<0.50
<0.50
NA
<0,50
e0 50
<0.so
<O 50
Tetrachloroetherie
0.7
3.3
<0.50
NA
<0.50
NA
0,55
046
0.71
<0.50
<0150
<0.50
§Z
NA
7O
<0.50
NA
0,73:;
3.0
9,®0
3Iss
Trlchlomethene
3
30
1.5
NA
<0.50 I
NA
6.6
8A
0,63
<0.50
0,54
<0,50
1.4
NA
2.2
<0.50
NA
<0.50
2.5
3.9
2,1
SVQCs (8270C)
-
..
ND:
NA
ND
SSA
ND
ND
ND
ND
NO
NA:
ND
NA
NA
ND
NA.
ND
ND
ND
NA
Phenolics (420.11
30
300
NA :
NA :.
NA
NA
NA
NA
NA
:. NA
NA
NA:
NA
NA
<50
NA
NA
NA
NA
NA
<50
H L Me#ais
(6020A17471Ai'
10
10
1,6
<10
<1,0
1.0
<1.0
<1,Q-.
<1.0
-1,0
-1.0
NA
<1.0
<1.D
:NA
-1.O
<i.(I
<I,O
<7,0
<1<0
NA
Arsenic
Barium
700
20D,000
NA :
NA
NA
=81
NA
NA ;
NA
NA
NA
NA:
NA '.
NA
NA
NA
91:
NA :
52
37
NA
Chromium
10
50
5.3
<1.0
<1,0
<1,0
<1.0
<1.0
5.7
4.0
71
NA:.
<1,0
Ze
: NA
<1,0
<1.0
1,2
<'1,0
<1.0
- NA
Copper
1,000
7
.3, :.
<5.0
31
c5,0
7„,&
5A
< ,0
710
�5,0
NA:
<5.0
Za
NA
11
<50
5,8
•:5.0 :
<5.0
NA
Lead
15
25
8.6
<1,0
=1,0
11.0
^,1.0
<1.0':
c1,0
<1,0
<4.0
NA
<1.0
1,2
NA
<1.0
<1:0
<1,0t
<1.0
<1.0
: NA
Manganese
50
NS
280
270
1000
930
450
70
21
6.2
240
NA
680
640
NA
1200
390
540
8s
24
NA
Nickel
100
88
2.5 ;
<2.O
6,9
15
6.2
<2,0 :
3.3
<2.0
12
NA
3.8
4.7
NA
4:4
5.6.
7.6
13
2.2
NA
Selenium
20
5
<1 0
<1 O All
<1,0
11,0
12
<1.O AA
1.8 AB
1.3 AB 11,0 AB
NA
<1.O AB
1.1
NA
<1.0 AA
<1 0
1,6 AA
1.3
<1.0
NA
Zinc:
': 1,000
50
17
11
25
:30
63
<10":
<10
<10
20
NA
20
30
iNA
80
<10
44
<10
<10
NA
HOXsyaten,$ Chromium
C5M.356W
NA -
NA :"
NAJ
NA
NA
NA
NA
NA
NA
NA
NA
NA
' NA
NA
NA
NA :
<10
<10
". NA
Field Parameters
32.48
32.60
16.6
33A8
37,32
31.88
31.94
35,32
31,32
33.18
16.6
27.86
3,A
30,15
26,10
24.00
1D.5
Temperature CC}
pH :
•-
-^
6.70.
-
6.23
:5.92
6.60
6.74.
7.06
::9.95
6.73
5,92
7.27
-
6,55
702
6,38
6,69
6A7
6.64
8.53
Conductivity(µVcm)
--
-
390
- :
497
327
401
473:"
456
259
420
339
50
: -
:531
ass
534
473::
515
430
404
Turoidit NTU :.
195
5.12
4.09
11=:9
6.42
0.1
6.34
'1
SA26
151.5
2 4
8,66
4.3
6.94 1
8,25
9.87
OZL Groundwater ter Quality Standards (April 2013)
CAC 28 or National Criteria per EPA for surfacewater using the lowest of Freshwater Aquatic Life or Human Health (May 2013).
ry analyzed by EPA Method 7471A
,e compounds detected in at toast one sample shown above
cares an exceedance of the 21. standard
tg indicates an excaedance of the 2B standard
lumber follows parameter in parenthesis; SM W Standard Methods for the Examination of Water and Wastewater
cola#ire organic compounds: SVOCs - semi -volatile organic compounds
mardous Substance -Lis#; PCBs = polychlorinated biphonyis
crograms per liter: Were - microsiamens per centimeter
analyzed; ND = no detection above laboratory reporting limits
Method Blank is groomer than 112 of the repotting Omit.
�+r wu-Risrwa�ds*cheArea rrarwasa*wut 4en7rcarraraeweces ' mmiersaxoirewe {:, Table 1
mmaxmcuu�aarer r.� ' c
IPurt & Ili"cknu m, PC

Table
Summary of Groundwater Analytical Detection
Raleigh Street Stormwater Project
Charlotte, North Carolina
N&H Job No. AT-003
Sample ID 81 81-R
82
Be B9-R
810
811
812
Screening Criteria
Sample Date 3124/14 2/12/15
3/21114
3121114 2/12115
3124114
3f24114
3120t14
2L Groundwater Quality 28 Surface Water
Standards
Standards
Units 1t91L l+9/L
leg{L
p91t- pglL
pglL
091L
pg1L
pg(t.
N9JL
MOO Cs f6260i
1 2A - Trimetn lbenzane K0.50
y 2:4
<1.0
<1.0 <0.50
K0.50
K0.50
K1.0
70
t
NS
1 3,5 - Tnmethylbenzene <0.50 1:2
<1,0
<1,0 <0.50
<0.50
<0.50:
<1.0
400
NS
Acetone 5 K5,0
<10
<10 <5,0
<5,0
<5.0
<10
6000
2000
Bromodichloromethane <0.50 <0.50
<1.0
<1,0 <0,50
<0;50
2,0
4.7
0.6
NS
Carbon Tetrachloride <0.50 <0.50
<2.0
<2.0 0.62'
<0 50
<0,50
<2.0
0.3
NS
Chloroform <0.50 <0,50
<1.0
<1.0 0.60
4040
5.A
16,0
70
170'
cis-1,2-Dichloroethene <0.50 <050
<1,0
1.1 1.5
<0:50
<0.50
<1,0
70
720
Dibromochloromethane <0.50 <0 50
<1,0
<1,0 <0,50
<0.50
1.2
2.6
0 A
NS
Isopropylbenzene (Cumene) <0.50 1 0
<1.0
<1.0 <0,50
<040
<0.60
<1.D
70
250
m,p-Xylenes <1.0 to
<2.0
0.75J <1,0
<1,0
<1.0 -
<2„0
Soo
NS
Naphthalene <1.0 &0
<1.0
<1.0 <1.0
<1.0
<1.0
<1.0
6
12
n-Propylbenzeno <0.50 0.54
<1,0
<1.0 <0.50
<0.50
<040
<1.0
70
NS
O-Xylene <0.50 1.7
<1,0
<1.0 <0,50
<0.50
<0.50
<1.0
500
600
Toluene <0.50 IA
<1.0
0,691 <0.50
K0.50
<O.so
<1.0
600
11
Trichloroethene <0.50 <0.50
<2,0
7.5 10
<0.50
<0.50
<1,0
3,0
30
Trichlorofluoromethane <0,50 <0.50
<2.0
2.1 6.0
1.0
3.3 1
<2.0
2,000
67,000
VOGs 16270)
NO NA
NO
ND NA
NO
NO
NO
Phenollcs (420.1)
NA <50
NA
NA <50
NA
NA
NA
30
300'
Pleld Parameters
pH 11.40 9.33
6.78
7.07 6.53
7.26
8.49
6.71
Conductivity (pSJcm) '.112.0 348.1
2774.6
571.1 515,9
4372
182.9
96,6
OP rnV 83 -19
181
165 -266
134 1
62 1
230
Notes:
1) NCAC 02L Groundwater Quality Standards (April 2013)
2)15A NGAC 28 or National Criteria per EPA for surfacewat r using the lowest of Freshwater Aquatic Life or Human health (May 2013)
Only those compounds detected in at least one sample shown above'
Nearby Little Sugar Creek is a Glass C stream
Bold indicates an exceedance of the 21. standard
Undedined indicates an exceedance of the 28 standard
Method number follows parameter in parenthesis
VOCs = Volatile Organic Compounds, SVOCs = Semi -Volatile Organic Compounds
NA = not analyzed; ND= no detection above laboratory reporting limits
lag1L = micrograms per liter, pS1cm = microslemens per centimeter
ORP = Oxidation/Reduction Potential, SU = standard units, mV = millivolts„
1ltthfs0l.harthickman,localSrrastarlilas -Master Pro)eotslChadotta Area Transit System (AT)1CAT-003 BLE1PlPC?ES DMRstPermit
Table 2 (Page 1 of 1)
3f372115
Modt7ablasiTable 2 -Summary of Groundwater Analytical Detections Raleigh St
Hart & Hickman, PC

7:04 PM FROM; Fax
M 19198076498 PAGE: 001 OF 012
WELL
WELL ABANDONMENT RECORD
This forth can be used for single or multiple wells
LUL, MA8ANDIONXIFNT
I. Well Contractor Information -
=DFT=A1LS
Keith A. Speece
7a. Number of wells being abandoned -
Well C01sractor Name (or well owner personally abandoning well on his/her property)
For unduple ipyecoon or non-wirter szkpply wits ONLY wgth dge same
2856-A
constri4eftoyilabandonn¢ent,,)N2u car submit one form.
NC Well Contractor Cturfirativa Number
7K Approximate Volume of water remaining in well(s). n/a
Carolina Soil Investigations, LLC
FOR LV WELLS ONLY:
Company Name
7c. Type of disinfectant used.
2. Well Construction Permit
71d. Amount of disinfectant used:
1 Well use (check well use):
Water Supply Well-
7e. Seating materials used (check all that apply):
OAgriculturall 01skinicipa"tuilic
0 Neat Cement Grout 11 Bentrante Chips or pellets
UM"tn'rural Supply) ORv,5idiaoial Watcr Supply (sjjgI,)
0 quiet Cement Grout 0 DryClyy
0111dustrial/Commercial 0Kcsidentird Water Supply (Sharerp
0 Concrete Grout 0 Drill Cutting,-
Edijjanon
0 Specialty Grout 0 Gravel
Non -Water Supply well:
0 Bentonite Slurry 0 Other (explain under 7g)
OMonitoring DRecovery
ection well:
M For each material selected above, provide avmmaof, lidarnse&­
197 [be Slurry -
0 Aquifer Storage and Recovery CiSalinity Barrier
DAquifer Test ElStorturvater Drainage
Ofoliacrimental Technology OSubsidence Control
7g. Provide a brier description of the abandonment roCcdtire
OGerithermal (Closed Loop) 0 Tracer
DGeothermal
tremie grouted slurry V!,
I (IftR atinglCooling eturn) 00ther (explain under 7)
4. Date well(s) abandoned- 11/1812015
Sic Well location:
Facility/Ownet Name Facility to# (if applica let
S. Cerfificatlow
West Trade Street & Hawthorne Lane, Charlotte, NC
Keith Speece 0111 signed by Keith
Physical Address, city, and zip
signature of Certified Well Cordradr or W.11 iiwner hate
Mecklenburg
- "I ----------
County
By signing this form, I hereby certify that the well(s) Knit (were) ab n
andotied i
Pared Idernification No, (TN)
incomolance with IJA NCAC 02C, 0100 or 2C . 0200 Well Construction Standards
Sla. Latitude and longitude In degrees(ralmlies or decimal degrees:
real that a copy of this -cord has beet, rovioutj to he ell Otero,
�,iscrvwds
(if well field, one tationg is sumcoato
9. Site diagram or additional well details:
N
You may use the back of this page to provide additional well site details or well
W
abandonment details. You may also attach additional pages if necessary,
C WP so
W"t record(c) �f OvOilable- For malmle injection or mcn,waW supply
is ONLYwith Vie some cowtructwtVabandonment, you can submit rrie)brm.
&UXUJALJLN1TRLC11S2M
TW-4
lhn. &LAli —Wells: Submit this frinn within 30 days of completion of well
6a. Well 1D#:
abandonment to the following:
30
Division of Water Resources, Information Processing tutit,
ids� Total well depth
1617 Mail Service Center, Raleigh, NC 27699-1617
2
Hitt, For Injection Mis: In addition to sending the form to the address In 10a
6C. Borehole diameter: 0 n,)
-------- 7—
above, also submit one copy of this form within 30 days of completion ofniell
abandonment to the following:
6d. 'Water level below ground surface: n/a (ir')
Division of Water Resources, Underground injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699 1636
y. Outer casing length (if known)- 20 If W
Hn. LA_1WaU0_)Yj&: In addition to sending the form to
the address(es) above, also submit One copy of this funn within 30 days of
completion of well abandonment to the county health department of the county6f,
toiler casnigintring length (if larowd): _(rt')
where abandoned,
6g. Screen length (it known), 10 (rr)
Form M-30 North Carolina Department of r',rurronment andNatural Resources -Diuimlon of WaterResourtes Revised Anguet 2013

V
2/26/2016 6:35 Pm FROM: Fax
TO: 19198076498 PAGE; 010 OF 013
ELL ABANDONMENT RECORD
`this front can be used for single or multiple wells
For Internal Use ONLY:
I
1, Well Contractor Imarroatterm-
WELL ABANDQNMENT DETAILS
Keith A. Speece
,In, Number of Woos being abandoned:
Well contractor Name (or well owner personally abandoning well on 16.9/her property)
'Par multiple ifyischon or non -water supply rodic ONLY with the saint
2856-A
coneructonlabandonmont, yc,,iz can mcbene ern
N C Well Contractor Certification Number
9b, Approximate volume of water remaining In well(s): .. 2a (g
Carolina Soil Investigations, Lip C
FOR WATER SUPPLY WELLS ONLY:
Company Name
7c. Type of disinfectant used:
2. Well Construction Permit
Lat all applicable wea pernuts iix. Counly, date, Variance, rycetion, etc) erknown
7d. Amount of disinfectant used,
3. Well use (check- well use):
water supply Well:
7e, Sealing materials used (check all that apply).
CAgricooltural DMurriciparl/Public
0 Neat Cement Grout 0 Bentorite Chips or Pellets
0Gcothernial (Heating/Cooling Supply) CiResidential Water Supply (single)
0 Sand Cement Grout 0 Dry Clay
01ndustrial/Commercial OResidential Water Supply (sharelf)
0 Concrete Grout 0 Drill Cuttings
DIrrigation
0 Specialty Grout 0 Gravel
Non -Water Supply Well:
0 Bentonite Slurry 0 Other (explain under Tg)
gleforrituring ORecovery
-
In)er,t,i6iivFll.
7r. For each material selected above, provide amount of materials used.,
0Aquifer Recharge OGroundocater Remediation
52 lbs Slurry
0 Aquifer Storage and Recovery ElSalinityBarrier
- "D, V I
DAquiferTcst OStornilwater Drainage
OExperiniental Technology 0 Subsidence Control
7g. Provide a brief description of theabandonment procedure:
OGerithermal (Closed Loop) OTracer
trernie grouted slurry
I 00cothearnal (HeatingfCooling Return}, 00ther (explain under 7 L)
E
4. Date well(s) abandoned. ll/17/2015
50. Well location:
City Of Charlotte I Charlotte Lynx Cold Line
-------
6 ZU16
FacitiWftmirtlame Facility M (if applicable)
8, Certification:
West Trade Street So Hawthorne Lane, Charlotte, NC
atly sionad by Keith �rifivrti*
Keith Speech oil' Jnh
$none
Physical Address, City, and Zip
Signature of Certified c11 Contractor or Well Owner Data
Mecklenburg
By, signing this form, I hereby cerpty that tire well(r) was (every) abalrabned in
County Parcel Iderifification No, (PIN)
ac-coirsiance with 15A NCAC 02 C .0100 or 2 C. 0-100 WWII Construction Sort) moods
ft, Latitude and longitude ]it degreestndnutes/secrmds or decfinal degrees:
and that a copy ofthis record has been provided to the well owner,
(if weld field,, one latilong is sufficient)
9. Site diagram or additional well details:
N
You may use the back, of this page to provide additional well site details or well
W
abandonment details. You may also attach additional pages if necessary.
MMIKKILM I IM OEM ABAbMQM
Attach well conotruction rec4ydh�) 4faysuktbie, For roujttple jjpectgon cr non -water m1pinly
winis ONLYrfith the came conctructionlabandannucc, pour nrsubmut one form,
TW­2
took. fQL.Afl-A-e; Submit this form within 30 days of completion of well
6a. Well ID#:
abandonment to the following:
18
Division of Water Resources, Information Processing fullit,
fib. Total well depth:
1617 Mail Service Center, Raleigh, NC 27699-1617
ION EX jagctlonr Arelis: In addition to sending the form to the address in I 0a
6c, Borehole diameter:
above, also submit one copy of this form within 30 days of completion of well
abandonment to the following:
6d . Water level below ground surface: n/a t,)
Division of Water Resources, Underground Injection Control Program,
1636 Mall Service Center, Raleigh, NC 27699-1636
6e. Outer casing length (if known): 8 T14
lbc. hR_MjLeL_%WUbL&_jWtton W&: In addition to sending the form to
the address(es) above, also submit one copy of this form within 30 days of
completion of well abandonment to the county health department of the county
6f. Inner cashigitubing length (it known): _(ff')
where abandoned.
6g. Screen length Of known): 10 (it)
Form GW-30 North Carolina Department ofErwiromment andNatund resources -- Division of Water Resources Revised August 2013

2/26/2016 7',04 PM FROM: Fax TO: 19198076498 PAGE: 002 OF 012
WELL ARAN"nNTA4ENTREC0RD
This xvirm can VC Used for single ormultip 7`717 �__
I. Well 00ndractor Information:
Keith A, Speece
T;I�T..�ii3ANi3(?N1UiFNT DETAILS
well kAtUrrictor Name (or well owner personally abandoning well on 160.ier property)
7a. Number or wells being abandoned
ly'r nzultlPle Injection or non
2 856-A
W"'ter 514ppiy welds ONLY With the 'Tanjo
you can zub'Mit one form:
rrC Well C01111adco Certification Number
7b. Approximate volume of water remaining in wed(s): n/a
Carolina Soil Investigations, LLCM
1 Z�tgaL)
U01opliny Name
FORWATERI
SUPPLY* VVf,1,l-N40NLV:
2. Well Construction Permit #:
7C.TYPecu'dislittectrim used:
ed
,ldn"THappircable wslipermits, (I., Cou74y, rs"si'llb, ITelth",
3.'vVdi use (check, well use):
Meant of
7d. Amount of disinfectant used:
Water
Water Supply Well.
' '7
OlAgricultural
-d rat
'7e.,Sealtftg materials Used (check all that apply):
"Mumcipa',Tub"c
OMunicipal/Public 0 Neat Cement cyrout
_H
LIGeotherrteal (Beating/col SImply) IlcrItOrlitc Chips or Pellets
0 Res dern I Water
OResidential Water Supply (single) 0 Sand Cement Grout
"upply (single
FrOIrrigation
-a
dust 0 Dry Clay
01ndustrial/Confidercial ORcsidentialWaterSupply(st it
ent W let S sh a r e 4) Cl Concrete Grout
Jlpri
0 Drift Cuttings
Non -Water Supply well,
0 Specialty Grout 0 Gravel
Olvionitorine CRecovery
0 Bentorrite slurry 0 Other (captain Under 7g)
injection Welt:
0 Aquifer Recharge 13()rOundwattr Remediation
o let, Rculediation
R K-
X Frif each material selected above, be C
provide amount of materials-1
0 Aquifer Storage and Recovery OSalinity Barrier
ny B r
67 lbs Slurry
OAquiferTmt O_t
" or ove 7
0 StOrmovater Drainage
g,
DEXPerimental Techrology OSidisidence Control
OS i c
(Closed Loop) 11 Tracer
79. Provide a brief description of the abandon t pho& re..,00cothermal
I 0Gcothermal (Hertme(loolingReturn}tremie
wouted slurry
4. Date well(s) abandoned: 11/18/2015
0)
5a. Well location:
City Of Charlotte /Charlotte Lynx Gold Line
—_0W_-11_N`a-
Facility} `7__
i"ieflitY M# (if applicable)
West Trade Street & Hawthorne Lane,
S. Certification:
Charlotte, NC
PhYlicat Address City, and Zip
Keith—Soeece IngitallY Signed by Keith
Signature
Mecklenburg
of Certified t ell Contractor ur Weil C3wner Date
County ------ Parcel Identification Na (pro)
AY signing this, for I hereby cenrif y that tire
accon,dance, with 114 NC (were) abandoned in
AC We "p0
Fb. Latitude and longitude In degrees/roludies/scommis
(dwelt field, one lavlong ii stifinctera) or dechisal degrees:
'01�00r�l"' Well COMIruction Sla d d
o
andthat a cORY qf this record has beenprovidedt er the welt owner.
% Site diagram or additional well details:
N ----------- —W
You May use the back of this page to Provide additional well site details or well
abandonment details. You may also attach
additional pages if necessary
M toll reW,
welts ONLYZ6 the some Wo Fw"'mciPle -Jechon or non -water supply
toe n.
6ah '"'ell ID#. TW-
------------- —
Ilia,E%_AjL_WXlb: Submit thisfistin within 30 days of completion of well
abandonment to the following:
6b. Total well depth: 23
Division of Water Resources, Information Processing Unit,
1617 Mail Service Center, Raleigh, NC
27699-1617
6c. Borehole diameter: 2 drh)
10b, h2l;j_nJaction Wells: In addition to sending the form to the address in 10a
above, also submit one COPY Of this form
within 30 days; of completion of well
abandonment to the following:
6d. Water level below ground surface,: n/a
Division of Water Resources, Underground Injection
Control Progyam,
1636,Nlalf Service Center, Raleigh, NC 27699-.1636
6e. Outer C"119 length (if known): 1
-------
loc. I
r LAJJJJZqftQR_Adh:
the In addition to sending the form to
addresstes) above, also submit
61'. Inner Casing/tubing length fir known):
one copy of this form within 30 days of
Completion of well abandonment to the county health department of the county
where abandoned,
69. Screen length (it known): 10
(it
Form OW-30 North Carolina Department of Environment andRaturst Resources -Division of Water it Resource,'
Revised August 2ol 3

2/26/201
Information:
ece
utification Number
eflon
!ck well use):
0municil
earing/("Ording SUPPIY) 01teside,
unerciat OResiden
FROM: Fax I
or Property)
PAGE: 011 OF 013
TLffiNj QF_T—A ILS
i being abandoned:
.1
Mt,YOU ran mibmtoneforyn'
L7dAm7c- TYPe of disinfectant used:
c'
on on at 10 of f it th is SM
it lectant used:
'7o. Sealing materials used (check all that apply):
riblic 0 Neat Content Grout 0 Bentonne Chips or pellets
Water Supply (single) 0 Sand Cement Grout 0 Dry Clay
Wat Rater Supply (dared} 0 Concrete Grout 0 Drill Cuttings
0 Specialty Grout 0 Gravel
0 Bentornte Sluny
0 Other (explain under 7g)
941-V e
7
17/15
obandoised irs
(ion Standards
Jetails or well
MY
6a. Well M#: TW-3
100. f2LAll -AM. Submit this fonn within 30 days of completion of well
abandonment to the hallowing:
61a. Total well depth: 22
------- ZZ—Vo
Division of Water Resources, information processing fact,
1617 Mail Service Center, Raleigh, NC 27699-161-7
6c. Borehole diameter - 2
--------
10b, 14��On W�ebs: In addition to sending the tono to the address in lilt
shove, also submit one copy Of this Snot
Within 30 days of completion of well
abandonment to the following:
6d. Watcr level below ground surface: n/a
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
6e. Outer ca 4119 length (if known): 12
loc. ' �e � In addition to sending'flic form to
tile a�ddEcss((�",,)l
2iove, also submit
61'. Inner rastingifithing length or known):
one Coli y of this form within 30 days of
completion of well abandonment to the county health department of the county
where abandoned.
6g. Screen length (it known) - 10
-------------- (11')
Form OW-30 North Carolina Department ofFavironment
and Natural Resources - Divoion ofWater Resources Revised Atq;u,,t 2013

2/26/2016 6, 35: Phi Z•ncsf: r....
PV4"4LL
TO-x S3i'S007641" 1`ACfix: 000 Or 01?�
ABANDONMENT RECORD
This form can be used for single or multiple seclis'
FortatemalUseQ ONLY:
L'Well arlactactol tiirrilModern;
VMLL:r'M .ik,NJ%[7PVv1Er1T iETAU"i
Keith A, 'SpP.pf P
7a. Nuiriber of wells being abandoned:
Well Contractor Name (or well owner personally abarmosing well on bis,'her property)
Fir mulftptc mjechor, or horn -,eater miji i.N weSu oNLY with the Iw,
2856-A
cvrvorurtsorlabeandonmem, you can submit one,forrn.
NC Well Contractor Cediflraiion Number
7b, Approximate volume of eater remaining in well (a): n/a
Carolina Soil Investigations, l,.LC
FOR WATER SUPPLY WELLS ONLY:
tWolt perry Name
7c. Type of disinfectant used:
2. Well Construction Permit ##:
List all apphoa6te weld perms s (s e- 0:voity, ,teoc, vnrlance, irrtectton, eec,) rfknown
7d, Amount of disinfectant used:
. Well use (check well use):
Water Supply Well.
7e. Sealing materials used (check all that apply):
CtAgrict ltural 0MunicipattPublic
Ci Neat Cement Grout 0 Bentonite Chips or Pellets
nGeothermal (Heating/Cooling Supply) Oli esidential Water supply (single)
D Sand Cement Grout 0 Dry Clay
C 1ndruRialtCommercial DResidential Water Supply (shared)
C) Concrete Grout 0 Drill Cuttings
CClni anon
0 Specialty Grout 0 Gravel
Non -Water Supply Well:
0 fientonite Slurry 0 Other (explain under 7g)
OMordtcxing DRecovery
lnjectlon Well.
7f. For each material selected above, provide amount of materials used:
0AquiferRecharge 0Groundwater R,emediation
73 leas Slurry fit ,E V IN-C' , w°;•.
CiAquifer Storage and Recovery 0 Salinity Barrier
Fl #quifur Test OStorrn ater Drainage
L
OExperimental Technology OSubsidence Control
CCGeothertnal
7g. Provide a brief description of the abandonment pros tl lfi
(Closed Loop} OTracer
trerrrllGeothe r t Ci l rly
Cimal (Reatin JCooht Return} Cltiiher (ex lain under i }
4. to well(s) abandoned: 1 1 /1 /201
r
Sa. Well location:
FEBq
@
City of Charlotte t Charlotte Lynx Grid Line
Facility/Ownerlaame parlay lD#(if applicable)
8,C,ertification:
West Trade Strut Hawthorne Lane, Charlotte,
k ith S ce s � signori by Ke fill
Physical A ess City, and Zip
Signature of Certified Well Contractor or Well Owner bate
Mecklenburg
By signing this farm, I hereby certfiy that the, wells) war (wers) abandoned in
County Parcel identification No, (PIN)
accordance with15A XCAC 02C',0100or2C.0200 MellConstruction Standards
5b. Latitude and longitude in d . eesfrninntes! nds or declmai degrees:
and that a copt,of this ar coral has been provided to the well owner.
(if wall field, one latliong is sufn tient)
% Site diagram or additional well details:
You may use the back of this page to provide additional well site details or well
abandonment details. You may also allach additional pages if necessary, .
'well
fil7n4ulTTStjli
.3t'we2CP7 cDJ&4G`}ZiCLFC1}P rdcard($):af avadaatte, "or ttudetfp'YIe oyertion or Pion -water suppky
1G x
weUT ONLYwath the some ror strudleph haflornmenr.you cap, submit ogle (c nn,
10a. DQLALAIM. submitthis farm within 30 clays of completion of well
60. Well lfm. TW-1
abandonment to the following;,
6b. Total well depth; 25 (170
r`z.a..e...,,.:..r t%Pn; ..« Tx «...•»..«. T»P,.««..»a4.„.„ »«..,...,:. «Bw� rTwb#
1617 Mail Service Center, Raleigh, NC 27699-1617
lob, For Injection Wells: In addition to sending the food to the address in 10a
60. Borehole diameter: (in,}
above, also submit one copy of this form within 30 days of completion of well
abandonment to the folloss•ing:-
6d. Water level below ground' surface: Arta (ft.)
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center, Raleigh, NC 27699-1636
6e„ Outer casing length (if known): 1 _0
H : In addition to sending the form to
the addresses) above, also submit one copy of this farm within 30 days of . I
completion of well abandonment to die county health department of the county
6f. Inner cashiginsbing length (ir known): 00
where abandoned.
6g, screen length (if known):
Forth OW-30 North Carolina Department of Environment and Natural Resources —Division of Water Resources Revised August 2013

2/26/ 016 4:39 PM FROM: Fax
rVaELLABANDONMENT
` O: 19198076498 FADE: 008 OF "0 1
RECORD
This form can be used for single or multiple wells
Forlmernalusee.) LY:
I. Well Contractor Information:
M .L AJA- ON E DETAILS
Daniel Summers
7a. Number of wells being abandoned:
Well Contractor Name (or well owner personally abandoning well on his/her property)
r&r '+aniiltnplo, .04 0e ,6bft dior uF pr =pNe w0s, iFf017, w7th thse zame
27-A
t��as�ttcri3bsn�r�a�ag,;Yrtta �arisrtbM3ttdir�,�rrrztt.
NC Well Contractor Certification Number
7b. Approximate volume of water remaining in wellod: n/a
Carolina Soil Investigations, LLC
FOR WATER SUPPLY WELLS ONLY:
C.otnpany Name
7c. Type of disinfectant used:
2. Well Construction Permit tt.
LAt all apphcatide WEt'Itr r*rras(!st C.tf%wv, state, "✓"o}"ance,Inje't',k`xen,. talc-)lflm wn
7d. Amount of disinfectant used:
3. Well use (Cheek well use):
Water Supply Weil:
fie. Sealing materials u (check all that. apply).
D Agricultural OMunicipat/Public
1.7 Neat Cement Grout Ci Bentonnte Chips or Pellets
00cothermal (Heating/Cooling Supply) Oil es dential Dater Supply (single)
Eta Sand Cement (trout L � Dry Clay
121ndustrialtCommercial DResidentiat Water Supply (shared)
CI Concrete Grout 0 Brill Cuttings
C7lrri orlon
0 Specialty Grout 0 Gravel
Non -Water Supply Well;
Ci Bentonite Slurry 0 Other (explain under 7g)
2monitocing O ecovery
Injection Wed :
7f. For each material selected above, provide amou ofJo & alVivi6d
0 Aquifer Recharge LIGroundwaterRemediation
sand ernent 72.5 perwell!
OAquifer Storage and Recovery ClSalinityBarrier
Water ,well
C7Aquifer Test OStormwater Drainage
O xper mental Technology Oflubsidence Control
7g. Provide a brief description of the abandonment procedure,
OGeotherrnal(Closed Loop) OTtacer
tremle grouted
OGeothermal (tieatin Coolie Return} 00ther (ex lain under "f )
4. Irate trellis) abandoned: 02.12-201
'l
OV
5a. Well location:
Charlotte Douglas Airport - Payless
baettarytUwnerTdamc Facslitylin#(rfapplicable}
S, CertifiCatitin: ,rito istion PrOCOSSM9 Uro"
4204 Rental Car Road, Charlotte, N
Daniel Summers Summorss"adnya.n.t 2
Physical Address, City; and Zip
Signature of Certified Well Contractor or Well owner Date
Mack
By signing this fount, I hereby cervifi, that the well(s) was (were) abandoned in
County Parcel identification No. (PIN)
accordance with 15A NCAC 02C .0100 or 2C , 0200 Well Cmutruction Standards
and that a trap!' of this rveord lairs beenjerovideol to the well owner,
tit,. Latitude and longitude In degi'eestminutesr`s , nds or decimal d ees:
ofwell iieid, one !among is sufficient)
9. Site diagram or additional well details:
5.22411 5,22411 N 0. 47 480.947662
You may use the brick of this page to provide additional well site details or well
abandonment details;. You may also attach additional pages if necessary,
,�3 etch well cotwtructw record(a,7. if ova dable* A*r.Yukli`3� ref ' tit' hon-4h r sarppiy
"Htcail' Li1VC tlitlt `f?t4 StYt7i2 'htr��tYitGth.xt2 tkbdflf%7a3r.`i rSt. YORCt,"tti'stili t30t7e,�Dtrf..
I(la. r
�1: Submit this foam within 30 days of completion of well '
6a. Well ID#: MW-1 -and- i,MW-2
abandonment to the following:
Division of Water Resources, Information Processing Unit,
6b, Total well depth: 25 itt)
1617 Mail Service Center, Raleigh, NC 27699-1611,
lffb. For Infection lYelis: In addition to sending the form to the address in 10a
6c, Borehole diameter: (in,)
above, also submit one Copy of this forma within 30 days of completion of well
abandonment to the following:
6d= Water level below ground surface: n/a (ft.)
Division of Water Resources, Underground Injection Control Program,
1636 Mail Service Center,, Raleigh, NC, 27699.1636
6e. Outer casing length (if known) fit)
10r, or W (1dgl €on. 4 ells; In addition to vending the form to
the RAH Y0.1 eve allm '"Ounit nno r`!yt, of this ifSrm within In d%ye of
Completion of well abandonment to the county health department of the county,
6f, inner casing/tubing length (if known): (ft.)
where abandoned.
6g. Screen length Of known),
Form OW-30 North Carolina Department of l u ironment cord Natural Resources -- Division of'olater Resources - Revised August 2013

rAllocm Marcia
From: Parker, Michel
Sent: Thursday, January 29, 201510.26 AM
To: Allocco, Marcia
Subject: FW: NPDES Permit Modification
Attachments: Draft NSIF groundwater Analytical Data.pdf, Raleigh Street Groundwater Data.pdf,
Raleigh Strut Site Map.pdf, General location Map CAT-003apdf
FYI
n n
Michael Parker Regional Supervisor
[e-mail]
North Carolina Dept. of Environment & Natural Resources
Division of Water Resources
Water Quality Regional Operations Section
610 East Center Avenue, Suite 301
Mooresville, NC 2815
Direct line. (704) -21 4 Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties sinless the content is exempt by statute or other regulation.
From: Joselyn Harriger mailto:[e-mail]]
Sent. Wednesday, January 28, 2015 10:38 AM
To: Parker, Michael; Pitner, Andrew; 'Berry, Ron
Cc: Matt Bramblett
Subject: NPDES Permit Modification
Good morning, all
I'm working with the City of Charlotte on the NPDES permit NCO08 371 for the CATS Blue Line Extension (BI E)
construction project. I've been bouncing ideas of Rocs Berry for the past couple of days and have very much' appreciated
his assistance. At his request, I'm sending out this information to the group to determine what we need to submit in
order to add two sources and two outfalls to this existing permit. Due to the construction timing, we would like to have
approval to discharge at these outfalls as quickly as possible. Therefore, I am hoping we can accomplish these additions
by a Minor Permit Modification that would not require public notice, The outfalls are located can the same stream as is
already permtted. In discussions with the contractor, we have no reason to believe that we will need to add additional
volume to the 0.28 MGD already approved in this permit.
Background
These new areas for NPDES consideration were not identified until recently due either to 1) prior access restrictions that;
limited sampling and 2) a new addition to the CATS BLE project. The outfall proposed near Raleigh Street is due to the
installation of a new stormwater line that was not originally part of the contractor's scrape of work. The second outall
would be on the Norfolk Southern Intermodal Facility (NSIF)' Brownfields Property, which we did not have access to

Fr Thank you for your consideration of this request. If helpful, I would be more than happy to set up a conference call to
discuss the options and any questions you may have. Please feel free to contact me in the meantime.
Joselyn Harriger, PG, Senior Project Geologist
Hart & Hickman, PC 12923 South Tryon Street, Suite 1001 Charlotte, NC 28203
Main 704-586-0007 1 Direct 704-887-4612 1 Mobile [phone]
www.harthickman.com
4
hatt hirkman
3

orTable 2
Summary of Groundwater Quality Parameters
Raleigh Street Stormwater Project
Charlotte, North Carolina
H&H Job No. CAT-003
Soil Boring and pH ORP Conductivity
Temporary Well ID (SU) (MV) (VS/cm)
B1 11,40 83 1112.0
B2 6.78 181 2746
B9 7.07 165 571A
B10 716 134 437.2
B11 &49 62 182.9
B12 631 23t1-- 96.6
Notes:
ORP = Oxidation/Reduction Potential, SU standard units, rnV = millivolts,
i.tS/cm = microsiemens per centimeter
\\hhsvr.harthickman,iocai\mastarriles~-Master ProjectskCharlotte Area Transit System (CAT)1CAT-003 BLENRalelgh Street StormwateMssessment Reporft Table 2
Toole 2 - Summary of Groundwater Quality Parameters04252014
5/812014 Hart & Hickman, PC

Table 4
Summary of Groundwater Analytical Detections
Raleigh Street Stormwater Project
Charlotte, North Carolina
H&H Job No. gAT.003
Sample ID BI B2 B9 B10
1311
B12
Screening Levels
Sample Date 3/24/14 3/21/14 3/21/14 3/24/14
3/24114
3/20/14
NCGWQS'
2B Surface Water
Units pg/L pg/L pg/L pgJL
pg/L
pg/L
pg/L
pg/L
VOCs (8260)
Trichloroethene <0.50 <Z0 7.5 <0.50
<0.50
1.0
10
30
Bromodichloromethane <0.50 <1.0 <1.0 <0.50
2.0
4.7
0.6
NS
Chloroform <0,50 <1.0 <1.0 <0,50
5A
16.0
70
170
Dibromochloromethane <0.50 <1,0 <1.0 <0.50
1.2
2.6
0A
NS
cis-1,2-Dichloroethene <0,50 <1.0 I'l <0.50
<0.50
<1.0
70
720
Trichlorofluoromethane <0.50 <2.0 2.1 1.0
3.3
<2,0
2,000
67,000
1 5,0 <10 I <10 <5.0
<5,0
<10
6,000
2,000
,Acetone
tCs (9270) All ND All ND All ND All NO
All ND
Notes"
Sold tent indicates exceedance of NCGWQS
1) Analytical results compared to North Carolina 2L Groundwater Quality Standards, revised April 2013
2) Analytical results compared to North Carolina 26 Surface Water Standards, NC and EPA Criteria table dated May 15, 2013
Value selected in lower of Freshwater Aquatic Life or Human Health
Nearby Little Sugar Creek is a Class C stream
VOCs = Volatile Organic Compounds, SVOCs = Semi -Volatile Organic Compounds
NS = Not Specified; pg/L - micrograms per liter
Analytical method in parenthesis
Table 4 (Page 1 of 1)
Arse Transit System (CAT)VCAT,003 SLORRIm9h Street Stcemwatw0seesetnent Retvrffatge 4 - Summaty of Groundwater AnalyWrtf Detedrons
Hart & Rickman, PC
518/2014

w, Marcia
From: Pitner, Andrew
Sent: Tuesday, February 10, 2015 3:56 PM
To: Allocco, Mania
Subject: : CATS Additional Temp Well Sampling
Attachments: Data Table 5 pdf, Raleigh Street Groundwater Data.pd
Fyi—
From: Parker, Michael
Sent: Tuesday, February 10, 2015 10:11 AM
To: Pitner, Andrew
Subject: FW: CATS Additional Temp Well Sampling
FYI
obblon of Vr
Michael Parker — Regional Supervisor
Michael.Parler ncdenr. ov
North Carolina Dept. of Environment & Natural Resources
Division of Water Resources
Water Quality Regional Operations Section
610 Fast Center Avenue, Suite 301
Mooresville, NC 28115
Direct Line: 704j 2 5-2194 Fax: (70 ) 663-6040
E-mail correspondence to and from this address may be subject to the North Catalina Public Records Law and may
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Joselyn Harriger [e-mail]
Sent:. Tuesday, February 10, 201 7:55 AM
To: Berry, Ran
Cc: Parker, Michael; Matt Brambl tt
Subject: CATS Additional Temp Well Sampling
Good morning, Ron
We've been given the go ahead by the City to reamle 6 temporary monitoring wells associated with our request to
add two outfalls to the CATS NP►ES Permit. We've selected the "Worst Case" scenario wells for each location and
associated impacts: 2 at Raleigh Street and 4 at Norfolk Southern (NSIF). Analytical summary tables with applicable
surface water standards are attached for your reference. The locations with analyses we've selected to resample
include:
Site IgMp Well
Location ID Pr000sed Analysis
1

Raleigh St
B1
VO s, pH
Raleigh St
B9
vocs
NSIF
TMW-2
Metals
NSIF
TMW-9
vocs
NSIF
TMW-10
Metals
NSIF
TMW-13
vo s
fff r ift+-000-vuv I I Lift ma r u-+-oo I -+o I z I IVIODIfe t f f-�fzs - �►
w.harthickm n.com
2

Table
Summary of Groundwater Analytical Data
Norfolk Southern Intermodal Facility
Charlotte, North Carolina
H&H ;lob No. CST-003
Screening Criteria TMW-1 TMW-9
Sample ID Screening TMW-2 TNW-3 1MW6 TMVt-5 TR1W-8 TMW-7 TNW 8 TdutW-9 TMW«10 TMW-47 TMW-12 TMtN 13
FiItared Filtered
Vapor Intrusion 2l3 Surface
2L Groundwater 8112 &
Sample Date #. Groun ter :Water 8/1312014 81131tr14 8113f2014 817412014 811512014 8115/2014 8t15f2014 811612014 8i151 014 8f1612014 8118/2044 8Ji8iZ014 10I 12014 101312014
Quality Standard Screening tove' Standards" 1312014
Units 1491E u L {u L u Lj (u L u L fl. a 1L L 1L a 7L a L fL.j a Lj u L.) u fL u L u L
NA
bt7. Cs t8 N3j.:
Chloroform 70 35.5 170 A 0,95 .at° 0.64 0,85 NA
cis-1,2-Dichloroethene 60 30.A. 720 . 2.0 1.4 .; r S,p . t,; ..
Tatrachloroethene t17 48.4. 3,3 r0 `.a; '; 0,55 0.86 0.71 `r:-.' '? # D773... 3.0
Trichloroethene 3 44.- 30 1.5 'u:t .c0 ,i , SA 0,69 5,a 1.4 2.5 3.9
sysacsd8276G1
?vk:'
iaL Metals
d8020Ar74T1A1°
Arsenic 10 10 1.6 ,; t . ig ` . i NA
Barium. 700 - 200,000 Nr, N", N N NIA 52 37
t
Chromium 10 50 5.3 x ., s .°:. ..," 5.7 4,0 11 1.2
�.�
Copper : tD00 - 7 :5.8 v.t,,. 7,0 .,;' t-!n. ,s?JIM JIM 5.8
Lead 15 - 25 8,6 , a, f .. .,; 1,2
. ti
Manganese 50 NS : 290 270 1000 460 TO 21 6.2 290 NA 660 $40 1200 640 86 24
Nickel 100 - 88 2,5 `..';! 69 8.2 20 3,3 ­: ,o 12 N14 3.8 4.7:. 4.4 7.6 13 2.2
Selenium 20 5 i 1:8 AB 1.3 AS ' : • !> €; 1.1: 1,6 AA: 1.3
Zinc :: 1,000 -- :. 50 17 11 25 1.2 <1i 16 20 €vs- 2430:EMS 44 , ;
tie avaEent Chro iu
-1
2i,y °.re `;i, uE, ^r., NA `a,
Field Parameters
Temperature ('C) - -: - 32.48 - 32.60 33.88 37.32 31,88 31.94 35,32 31,32 33.18 - 27.86 30.15 26.10 24,00
pH _ _. _ 6.70 - 6.23 6.60 6,74 7.06 9.95 5,73 5,92 7.27 7.02: 6,69 8.47 6.64
Conductivity (mftm) W __. _ 0,390 - 0,497 '0,401 0,473 0 456 0 259 0 A20 0,339 0.543 - 0,686 0,473 0,515 (.430
Turbidity NTU - - 195 - 5,12 11.9 8.42 01 6,34 L.1-5A 26 2A 4.3 6,94 8,25
Notes:
1) NCAC 02L Groundwater Quality Standards (Apr# 2013)
2) Division of Waste Management Non -Residential Vapor Intrusion Groundwater Screening Level
3) NCAC S02B Water:Supply Surfricewater Quality Standards or National Corona per EPA. Lowest of Freshwater Aquatic Life or Human Health (May:2013)
4) Mercury analyzed by EPA Method 7471A
Only those compounds detected in at least one sample shorn above
Bold indicates an exceedance of the 21. standard
Undo jped indicates can excedance of the Vapor Intrusion Groundwater Screening Level
Grey shading indicates an oxcedance of the 2B standard
Method number follows parameter in parenthesis; SM = Standard Methods for the Examination of Water and Wastewater
VOCs ,= volatile organic compounds, SVQCs = semi -volatile organic compounds
HSL = Hazardous Substance List,, PCBs = polychlorinated aphenyis
pgfL = micrograms per liter, mStcm = mllisiemens per centimeter
NA = not analyzed; ND- no detection above laboratory report at limits
AWAS = Method Blank is grainer than 112 of the reporting limit
Table S
c xa.wcv.+asuv "a+v arcaairsuaxxt.� �p
;rs,`tta (]rut wiC .FClC1ifPYUh, PC

AMEN&
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory Thomas A. Reeder Jahn E. Skvarl, ill
Governor [director Secretary
August 28, 2013
r. David 'Wolfe
Environmental Program Manager
City of Charlotte
00 East 4 ' Street
Charlotte, NC 28202
Subject. Issuance of NPDES Permit
Permit NCO0893 71
Charlotte .area Transit System Construction
Mecklenburg; County
Class I
Dear Mr. Wolfe.
Division personnel have reviewed and approved your: application for the subject permit.
Accordingly, we are forwarding the attached NPDES Final permit. This permit is issued
pursuant to the requirements of North Carolina. General Statute 14 -215.1 and the Memorandum
(or as subsequently amended).
to that the receiving stream, Little Sugar Creek, is listed as an
lrur facility, then mitigative measures may be required.
on -compliance. As a result, the footnote narratives were amended" to
I, on non-comnlinme monitorin T Tnon comnlotion of con,trttction it is
recommended that the Permittee request this permit to be rescinded. y
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] Fax: [phone]
Internet:: wwrlmateraualitv,ora
An Equal -C ipportunity\Affirmakiue Action Employer

Summary of Re,quirerrrnts
A continuous of ue t, ow totalizer to be used to r
operational information as outlined in special con
2) Sanipling and reporting events for Omalls 001
stated in the variable footnotes. The firstsample
event is required for each outfall a minimum six
event unless discharging- has permanently c
monthly monitoring iss required. Additional s
Y Water quality limited for plL tetrachlorrt
)zit/all 002: later quality lirrriied ferry pI1, ;leir,
?rr°ornium, and total copper. Limitedfor TS,S based
and floirr duration.
is to include other
n Log-.
written petition, conforming to Chapter 1 0B of the North Carolina General Statutes,; and filed
with:. the Office of Administrative Hearings (6714 Mail Service Center, Raleigh, North Carolina
27699-6714). Unless such demand is made, this decision shall be feral and binding.
Please note that this permit is not transferable except after notice to the Division. The
Division may require modification or revocation and reissuance of the permit. `Phis permit does
not affect the legal requirements to obtain other permits which may, be required by the Division
of Water Resources or permits required by the Division of Land Resources, the Coastal Area
Management .Act or any other federal or local ,governmental permits that may be required.
If you have any questions concerning this permit, please contact Rein Berry at telephone
number [phone] or at email [e-mail].
i cerel
Thomas A. Reeder
Attache eats
Cc:
SCDHE ike'Montebello (email with revised Fact Sheet)
Email. [e-mail]
Mecklenburg County/Erin Hall (email)
Email: [e-mail]
Hart and Hickman/Matt Bramblett, PE (email)
Email: mbran lett .,harthickman.com
NPDES File
Central Files
Page 2 of

Permit NCO089371
STATE OF NORTH CAROLINA
DEPARTMENT OF I" NVIRONMENT AND NATURAL RESOURCES
DIVISION OF, WATER RESOURCES
PERMIT
TO DISCHARGE, WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-20.1, other lawful standards
and regulations promulgated and adopted by the North Carolina Environmental Management
Commission, and the Federal Water Pollution Control Act, as amended, the
City of Charlotte
is hereby authorized to discharge wastewater from a facility located at the
Charlotte Area Transit System Construction
Nearby Cullman Ave and Nearby Alpha Mill Lane
Mecklenburg County
to receiving waters designatedas the Little Sugar Creek and an unnamed tributary to Little Sugar
Creek in the Catawba River Basin in accordance with effluent limitations, monitoring requirements,
and other conditions set forth in Parts 1, 11, 111 and IV hereof.
This permit shall become effective .................... ......... October 1, 2013.
This permit and authorization to discharge shall expire at midnight on September 30, 2015.
Signed this day .. ......................................... August 28, 2013.
&,r- 7om—as A. Reeder, Director
�Division of Water Resources
By Authority of the Environmental Management Con-unission
Page I of 4

I I N-1 I i-ANIVII I %-"
City of Charlotte
Permit N
TER SPEET
The mobile treatment system is located in Charlotte in conjunction with the o
Charlotte Area Transit System 10 mile extension in Mecklenburg County.
waters in the uatawba Kiver
Basin.
"0089371
Page 2 of 4

Permit NCO089371
Part I
A. (1) EFFLUENT LIMITATIONS AND MOII�
. Such discharges shall be limited an(
NG REQUIREMENTS
permit and lasting until expiration, the
i dewatering wastewater from Ouffiall
he Permittee as specified below:
EFFLUENT
EFFLUENT LIMITS
MONITORING REQUIRMENTS
Monthly Average 3
Measurement
Sample
Sample
CHARACTERISTICS
Fre uency
Type
Location
Flow, MGD
C ptinuous
Recording
Effluent
Total Suspended Solids
30.0 mg/L
Variable
Grab
Effluent
pH
Not less than 6.0 S.U. nor
Variable 3
Grab
Effluent
greater than 9.0 S.U.
Tetrachloroethene
46 pg/l,
Variable 3
Grab
Effluent
Trichloroethene
4 t 7 µg/L
Variable
Grab
Effluent
Toluene
22 gg/L
Variable 3
Grab
Effluent
:notes.
4f-
t aiscnarge inuo
tk.
verage limits.
Department.
Page 3 of 4

EFFLUENT
CHARACTERISTICS
Y
EFFLUENT LIMITS
MONITO
G REQUIREMENJ1'--S,---
Monthly Average 3
Measurement
Frequency
Sample
Type
Sample
Location
'Flow, MGD
"Total Suspended Solids, ti,30.0
mg/l,
Continuous
Variable 3
Recording
Grab
Effluent
Effluent
PH
Not less than 6.0 S.U. nor
greater than 9.0 S.U*
3
Variable
Grab
Effluent
T etrachloroethene
3.3 �tg/L
1 3
Variable
Grab
Effluent
Trichloroethene
30 lig/L
3
Variable
Grab
Effluent
'Total Chromium (' .Dt
50 lig/L
Variable
Grab
Effluent
Total Copper ('0c ?
7 gg/L
Variable 3
Grab
Effluent
,nnecting to Little Sugar C
md before discharge into
)re direct discharge into
available for inspection indicating the date of operation, the total &'w volurne discharged on
that date, and the number of hours of operation on that date.
3. First monitoring event shall be the first month a discharge occurs. A second monitoring
event shall be conducted for the next discharge events six months after first monitoring
event. If non-compliance occurs for any monitoring event then sampling must be conducted
monthly until all limited parameters are in compliance. Additional monitoring may be
requested at anytime. Additional samples may be collected in same calendar month to meet
monthly average limits,
b. All samples collected shall be from a representative discharge event.
c. Discharges to individual storm sewers require review and approval by Charlotte's Utility
Department.
I
A, (3) OPERAXION LOG
A daily log shall be maintained and available for inspection that provides details, but not limited to, the
mobile treatment system's configuration, systern operation's event that significantly compromise
treatment, maintenance, and indicated when treatment components are cleaned, replaced, added, or
removed. For example, when an activated carbon canister is replaced or filter is cleaned.
Page 4 of 4

PART I
STANDARD CONDITIONS f
L. Definitions
4lected three times per week on three sc
NPDES Permit Standard Conditions
Page I of 18
DR NPDES PERMITS
lays between sampling events. These samples shall be
rind.
tidar days. These samples shall be representative of
n Water Act (CWA), as amended, 33 USC 1251, et.
4dual values.
Ly through the following Saturday.
istinct periods: January through March, April through June, July through Sept
nber.
between grab samples, etc.) on a case -by -case basis. Samples maybe collected manually or automati(
samples may be obtained by the following methods:
(1) Continuous: a single, continuous sample collected over a 24-hour period proportional to the i
(2) Constant time/variable volume: a series of grab samples collected at equal time intervals ove:
of discharge and combined proportional to the rate of flow measured at the nine of individua
collection, or
(3) Variable time/constant volume: a series of grab samples of equal volume collected over a 24
measurement between sample intervals shall be determined by use of a flow recorder and totalizer, and the
preset gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
Version 1110912011

NPDES Pennit Standard Conditions
Page 2 of 18
(4) Constant time/constant volume: a series of grab samples of equal volume collected over a 24-hour period at a
constant time interval. Use of this method requires prior approval by the Director. This method may only be
used in situations where effluent flow rates vary less than 15 percent. The following restrictions also apply:
)OInfluent and effluent grab samples shall be of equal size and of no less than 100 milliliters
);PInfluent samples shall not be collected more than once per hour.
Permittees with wastewater treatment systems whose detention time < 24 hours shall collect effluent grab
samples at intervals of no greater than 20 minutes apart during any 24-hour period.
Permittees with wastewater treatment systems whose detention time exceeds 24 hours shall collect effluent
grab samples at least every six hours; there must be a minimum of four samples during a 24-hour sampling
period.
Continuous flow measurement
Flow monitoring that occurs without interruption throughout the operating hours of the facility. Flow shall be
monitored continually except for the infrequent time when there may be no flow or for infrequent maintenance
activities on the flow device.
Dail Discharge
The discharge of a pollutant measured during a calendar day or any 24-hour period that reasonably represents the
calendar day for purposes of sampling. For pollutants measured in units of mass, the "daily discharge" is calculated as
the total mass of the pollutant discharged over the day. For pollutants expressed in other units of measurement, the
"daily discharge" is calculated as the average measurement of the pollutant over the day. (40 CFR 122.2; see also
"Composite Sample," above.)
Daily Maximum
The highest "daily discharge" during the calendar month.
DOy-5a ` ling
Parameters requiring daily sampling shall be sampled 5 out of every 7 days per week unless otherwise specified in the
permit. Sampling shall be conducted on weekdays except where holidays or other disruptions of normal operations
prevent weekday sampling, If sampling is required for all seven days of the week for any permit parameter(s), that
requirement will be so noted on the Effluent Litnitations and Monitoring Page(s).
DAQ or -the Division"
The Division of Water Quality, Department of Environment and Natural Resources.
Effluent
Wastewater discharged following all treatment processes from a water pollution control facility or other point source
whether treated or untreated.
EMC
The No Carolina Environmental Management Commission
EPA
The United States Environmental Protection Agency
Fqdj!yClo�
Cessation of all activities that require coverage under this PDES permit. Completion of facility closure will allow this
permit to be rescinded.
Geometric Mean
The Nth root of the product of the individual values where N = the number of individual values. For purposes of
calculating the geometric mean, values of "0" (or "< [detection level]") shall be considered = 1.
Crab Sample
Individual samples of at least 100 rid, collected over a period of time not exceeding 15 minutes. Grab samples can be
collected manually. Grab samples must be representative of the discharge or the receiving stream, for instrearn
samples).
Version 1110912011

NPDES Permit Standard Conditions
Page 3 of 18
irdous Substance
substance designated under 40 CFR Part 116 pursuant to See
LnUmeous flow measurement
rind.
.entration limit)
of Water Quality.
ration limirl
@ge-
damage to property, daniaV
anent loss of natural resour
-rty damage excludes econ(
on 311 of the CWA.
measuring device or method to produce a result in
ents coincide with the collection of any grab
samples and flow are representative of the discharge
.d during the calendar month. In the case of fecal
nean of such discharges.
wilities which causes the to become inoperable, or
.d by delays in production.
KA.
I parameters or indicators, the geometric can of such discharges.
aditions
is for enforcement action; for permit termination, revocation and reissual
of a permit renewal application [40 CFR 12141].
CWA for toxic pollutants and with standards for sewage sludge use or disposal established under section
405(d) of the CWA within the time provided in the regulations that establish these standards or prohibitions or
standards for sewage sludge use or disposal, even if the permit has not yet been modified to incorporate the
requirement.
b. The CWA provides that any person who violates section[s] 301, 302, 306, 307, 308, 318 or 405 of the Act, or
any permit condition or limitation implementing any such sections in a permit issued under section 402, or an, y
requirement imposed in a pretreatment program approved under sections 402(a)(3) or 402(b)(8) of the Act, is
subject to a civil penalty not to exceed $37,500 per day for each violation. [33 USC 1319(d) and 40 CFR
122.41(a)(2)1
c. The CWA provides that any person who negligently violates sections 301, 302, 306, 307, 308, 318, or 405 of
the Act, or any condition or limitation implementing any of such sections in a permit issued under section 402
of the Act, or any requirement imposed in a pretreatment program approved under section 402(a)(3) or
402(b)(8) of the Act, is subject to criminal penalties of $2,500 to $25,000 per day of violation, or
Version 1110912011

imprisonment of
violation, a Person
imprisonment of
d, Any person who
penalties of $5,001
2 last
The
I
t
tion for a negligent
'violation, or by
(2)]
ct to criminal
its, or both. In the
to criminal
6 ;years, o both.
Act, or any permit
,02 of the Act, d
�r serious bodily
=nt f not ' ore than
rent violation, a
than30 years, or
etion of violating'
fined to
inst any person
r it, [North
ction 31, 302,
ty of such sections
>ns are not to
I to exceed
~in which the
E00 33 IJC
YY ((ordisposalin }$y"i��
Y" ""w" VB: ""a FVB%%t%G YY %%%JI t% %V&4e34{A%4%%{Li✓ d%.RVt%%%Vi{A3 LFB: L%4%Y1w8 sT l� G%ABb.+Rv 489& %%L%&%IC%A.k Al G4%F%& %.&814 XrnvAr4{ Vnt [4y
CFR 122.41(d)].
3 Civil and Criminal al Liability
Except as provided in permit conditions on "Bypassing" ( a t CI.C.4), "Upsets" (Part I1.0 .5) and "Power Failures"
(Part II.C.7), nothing in this permit shall be construed to relieve the Permittee from any responsibilities, liabilities,
or penalties for noncompliance pursuant to NCGS 143- 15.3, 143-215.6 or Section. 309 of the Federal Act, 33 U C
1319. Furthermore, the Permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4 Oil and. Hazardous Substance Liabilit
Nothing in this en -nit shall be construed to preclude the institution of any legal action or relieve the Pertnittee
from any responsibilities, liabilities, or penalties to which the Pennittee is or may be subject to under NCGS 143-
215.75 et seq. or Section 311 of the Federal Act, 33 USG 1321. Furthermore, the Permittee is responsible for
consequential damages, such as fish kills, even though the responsibility for effective compliance may be
temporarily suspended.
5 Empgrty Kiihis
The issuance of this permit does not convey any property rights in either real or personal property, or any exclusive;
privileges, nor does it authorize any injury to private property or any invasion of personal rights, nor any
infringement of Federal, State or local laws or regulations [40 CF R 122.41(g)].
Onshore or Offshore Construction
This -permit does not authorize or approve the construction of any onshore or offshore physical structures or
facilities or the undertaking of any work in any navigable waters.
Version 1110912011
I
t ore than I year, or bath. In the case of a second or subse
40 CF�R 122A (a)(3)]
with the terms, cone
kative penalty by the

7. Severabili!y
NPDES Permit Standard
P
le. If any provision of this permit, or the application of any pro)
remainder of this permit, shall not be affected thereby
8. Duty to Provide Information
The Penniftee shall furnish to the Permit Issuing Autt
Permit Issuing Authority may request to determine wl
terminating this pennit or to determine compliance w7
Issuing Authority upon request, copies of records rcqi
9jAqy-to Fte 1
122.41 (b)].
,onditions
ge 5 of 18
sion of
and the
ich the
�umg, or
�- Permit
rnit, the
ization to
emitted
i granted by the Director. (The Director shall not grant permission for applications to be
to the expiration date of the existing permit.) [40 CFR 122.21(d)] Any Permittee that has not
at least 180 days prior to expiration, or any Permittee that does not have a permit after the
not requested renewal at least 180 days prior to expiration, will subject the Perinittee to
,dotes as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
Ments
sports, or information submitted to the Permit Issuing Authority shall be signed and certified [40
J
position aving overall
ecd representative may thus be
and
CFR 122.22]
Version 1110912011

c. Changes to authori
a
s
t
d.
B
1. Pcm
Thin
Pam
or a
1. Peru
The
revs
onto
Adrr
1. A
The
bille
may
with any reports, inforination, or appl .
NP
der paragraph (b) of this sectit
■
erminatinn
Do shalt make the following
WILL BE ACCEPTED:
d under my direction or
l properly gather and
I ca : manage the system, or
fitted ts, to the best of my
coat en ties, fear
. 1070wing violations.
of a request by the
Cat on ofplanned 'changes
g and modifying the permit
s, and regulations
North Carolina
15.1 et. al.
thirty days after being
NCAC .0105(b)(2)
1. Certified Operator
Owners of classified water pollution control systems must designate operators, certified by the Water Pollution
Control System Operators Certification Commission (WPCSOCC), of the appropriate type and grade for the
system, and, for each classification must'[TI5 NCAC 08G . 01):
a. designate one Operator In Responsible Charge (ORC) who possesses a valid certificate of the type and grade at
least equivalent to the type and grade of the system;
b. designate one or more Back-up Operator(s) in Responsible Charge (Back-up CRCs) who Possesses a valid
certificate of the type of the system and no ` ore than one grade less than the grade of the system, with the
exception of no backup operator in responsible charge is required for systems whose minimum visitation
requirements are twice per year; and
. submit a signed completed "Water Pollution Control System Operator Designation Form" to the Commission
(car to the local health department for owners of subsurface systems) countersigned by the designated certified
operators, designating the Operator in Responsible Charge ';(ORC);and the Back-up Operator in Responsible
Charge (Back-up ORQ:
(1) 60 calendar days prior to wastewater or residuals being introduced into a new system; or
2) within 120 calendar days following:
receiving notification of a change in the classification of the system requiring the designation of a new
Operator in Responsible Charge (ORC) and Back-up Operator in Responsible Charge (Back-up ORC)
of the proper type and d or
a vacancy in the position of Operator in Responsible Charge (ORC) or Back-up Operator in
Responsible Charge (Back-up ORC).
Version 111 91011
ruse tars Division to initiate action to revoke the permit. ,
ration and Maintenance of Pollution Controls

() within seven calendar days of vacancies in both OR
ie facility as often as is necessary t
must be visited at least weekly
with all other conditions of 1 SA
,h Class 11,111 and 1V facility (or i
re facility as often as is necessary t
must be visited at least five days j
ly manage and document daily op
y with all ether conditions of 1 A
in and Maintenance
hall at all times properly; operate a
n en cs) which are installed or
'roper operation and maintenance
,durcs. This provision requires the
to achieve compliance with the c
A) Bypass
(B) There A
retention
conditi
reasonal
equipm(
(C The Per,
(2) Bypass from
action again
permit assoc
NPDES Permit Standard Conditions
Page 2 of`18
d Back-up ORC positions replacing or designating
ing as surrogate for the O C) must.
operation of the treatment system; the treatment
N.
C, when acting as surrogate for the OR " must:
operation of the treatment system; the treatment
ding holidays
itenance of the facility
tO4.
facilities and systems of treatment and control
ittee to achieve compliance with the conditions
equate laboratory controls and appropriate quality
}tall and operate backup or auxiliary facilities only
permit 't [40 CFR 122.41(c)].
ponsible for all proper operation and maintenance
> staff.
it a Defense
r a Permittee in an enforcement action that it would have been necessary to halt or
Ity in order to maintain compliance with the condition of this permit [40 CP'R 122.41(c)].
acilities
limitations [40 CPR 122.41(m)(2)]
ow any bypass to occur which does not cause efficient limitations to be exceeded, but
sential maintenance to assure efficient operation. These bypasses are not subject to the
>hs b. and c. of this section.
1( )()]
bypass. T
notice
Pass
the treatment facility is prohibited. and the Permit Issuing Authority may take er
.t a Pe ittee for bypass, unless.
vas avoidable to prevent loss of life, personal injury c r severe property d a
-re o feasible alternatives to the bypass, such as the use of auxiliary treatment
on is not satisfied if adequate backup equipment should have been insta
rot downtime or preventivemaintenance; and
.iittee submitted notices as required under Paragraph b. of this section.
the collection system is prohibited and the Permit Issuing Authority may take enforcement
t a Permittee for a bypass as provided in any current or future system -wide collection system
ated with the treatment facility.
Version 1110912011

. "&� V - . �
(1) of this section.
up—Isets
IMMEM
7. ,
Sect
1.
may approve an anticipated bypass, after considering its adverse effects, if
letermines that it will meet the three conditions listed above in Paragraph c.
Version 1110912011

NC DENR / Division of Water Quality / Surfacc
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Flow Measurements
Appropriate flow measurement devices and methods consiste
tions.
NORM=
im
NPDES Permit Standard Conditions
Page 9 of 18
iter Protection Section
iith accepted scientific practices shall be selected
)f the volume of monitored discharges. The
1 the accuracy of the measurements is consistent
'-ed shall be capable of measuring flows with a
-s throughout the range of expected discharge
d at a minimum of once per year and maintained
i the accepted capability of that type of device.
rtitoring location prior to installation.
togs, or pump hour meters as specified in Part I of
r be subject to this requirement.
vision. Permittees should contact the Division's
,denr.org/web/wq/lab/cert) for information
J parameters only must hold the appropriate field
� EMC regulations (published pursuant to NC GS
nd to regulations published pursuant to Section
6; or in the case of sludge use or disposal,
R 503, unless other test procedures have been
capable of achieving minimum detection and reporting levels below permit discharge requirements, then the most
sensitive (method with the lowest possible detection and reporting level) approved method must be used.
5. Penalties for Tampering
The CWA provides that any person who falsifies, tampers with, or knowingly renders inaccurate, any monitoring
device or method required to be maintained under this permit shall, upon conviction, be punished by a fine of not
more than $10,000 per violation, or by imprisonment for not more than two years per violation, or by both. If a
conviction of a person is for a violation conamitted after a first conviction of such person under this paragraph,
punishment is a fine of not more than $20,000 per day of violation, or by imprisonment of not more than 4 years,
or both f40 CFR 122.4 11.
& Records Retention
Except for records of monitoring information required by this permit related to the Permittee's sewage sludge use
and disposal activities, which shall be retained for a period of at least five years (or longer as required by 40 CFR
503), the Pennittee shall retain records of all monitoring information, including:
all calibration and maintenance records
all original strip chart recordings for continuous monitoring instrumentation
copies of all reports required by this permit
copies of all data used to complete the application for this permit
These records or copies shall be maintained for a period of at least 3 years from the date of the sample,
measurement, report or application. This period may be extended by request of the Director at any time [40 CFR
122.41].
Version 1110912011

NPDES Pennit Standan
P
1,
2
3.
4.
ecordirr Results
For each measurement or sample taken pursuant to the requirements of this pen -nit, the Permittee shall record the
following information [40 CFR 122.41]:
a. The date, exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
& The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
kwgction ` d Fnt
M
ces or parameters at any location [41
lity may meet one c
he CWA [40 CFR 122.41(l)(3), 122.61 ] or state statute.
Version 11/09011
i authorized contractor acting as
imeats as may be required by
ility or activity is located or
ter the conditions of this permit;
control equipment), practices,
ipliance or as otherwise
122.41 (i)].
Irysical alterations or additions
r new sources at 40 CFI
I
he permitted facility or other

m2noitorin e arts
Monitoring results shall be reported at the intervals specified c
becomes aware that it failed to submit any re
NPDES Permit Standard Conditions
Page 11 of 18
ere in this permit [40 CFR 1214](1)(4)],
Report (DMR) (See Part ILD.2) or fonns
ludge use or disposal practices.
Hired by this permit using test procedures
cified in this permit or other appropriate
rig shall be included in the calculation and
ional Office any noncompliance that
.-mation shall be provided orally within 24
antes. A written submission shall also be
of the circumstances. The written submission
he period of noncompliance, including exact
1, the anticipated time it is expected to
-event reoccurrence of the noncompliance [40
its for reports under this section if the oral
I to the Division's Emergency Response
at under Part 11.E.5 and 6. of this permit at the
In-
)y telephone to either the central office or the appropriate regional office of the Division
io case more than 24 hours or on the next working day following the occurrence or first
�e of any of the following:
wastes which arc abnormal in quantity or characteristic, such as the dumping of the contents of a sludge
digester; the known passage of a slug of hazardous substance through the facility; or any other unusual
circurnstancts.
b. Any process unit failure, due to known or unknown reasons, that render the facility incapable of adequate
wastewater treatment such as mechanical or electrical failures of pumps, aerators, compressors, etc,
c. Any failure oaf;a pumping station, sewer line, or treatment facility resulting in a by-pass without treatment of all
or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report within 5 days following first
knowledge of the occurrence. Also see reporting requirements for municipalities in Part IV.C.2.c. of this permit.
10. AY04NIJof Retorts
Except for data detennined to be confidential under NCGS 143-215.3 (a)(2) or Section 308 of the Federal Act, 33
USC 1318, all reports prepared in accordance with the terms shall be available for public inspection at the offices
of the Division. As required by the Act, effluent data shall not be considered confidantial. Knowingly making an, y
false statement on any such report may result in the imposition of criminal penalties as provided for in NCGS 143-
215. 1 (b)(2) or in Section 309 of the Federal Act.
Version 1110912011

for Falsification of _Reports
annuaj penoa is urea for evazuatton.
The report shall be sent to:
NC D / Division of Water Quality / Surface Water Protection Seed
A ENTION': Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
on
Version 1110912011

NPDES Permit Standard Conditions
Page 13 of 18
PART III
OTHER REQUIREMENTS
Section A. C+a_nstruetion
a. The Permittee shall not commence construction of wastewater treatment facilities, nor add to the planfs treatment
capacity, nor change the treatment process(es) utilized at the treatment plant unless (1) the Division has issued an
Authorization to Construct (AtQ permit or (2) the Perraittee is exempted from such AtC permit requirements
under Item b. of this Section.
b. In accordance with NCGS 143-215 . I (a5) [SL 2011-394], no pertnit shall be required to enter into a contract for the
construction, installation, or alteration of any treatment work or disposal system or to construct, install, or alter any
treatment works or disposal system within the State when the system's or work's principle function is to conduct,
treat, equalize, neutralize, stabilize, recycle, or dispose of industrial waste or sewage from an industrial facility and
the discharge of the industrial waste or sewage is authorized under a permit issued for the discharge of the
industrial to or sewage into the waters of the State. Notwithstanding the above, the permit issued for the
discharge may be modified if required by federal regulation.
c. Issuance of an AtC will not occur until Final Plans and Specifications for the proposed construction have been
submitted by the Permittee and approved by the Division.
Section B. Groundwater oitar�
The Permittee shall, upon written notice from the Director, conduct groundwater monitoring as may be required to
determine the compliance of this NPDES permitted facility with the current groundwater standards.
Section C. Changes in Discharges of Toxic Substances
The Per' ittee shall notify the Permit Issuing Authority as soon as it knows or has reason to believe (40 CFR 12142):
a. That any activity has occurred or will occur which would result in the discharge, on a routine or frequent basis, of
any toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the following
ftnotification levels";
(1) One hundred micrograms per liter (100 gg/L);
(2) Two hundred micrograms per liter (200 lig/L) for acrolein and acrylonitrile; five hundred micrograms per liter
(500 gg/L) for 2,4-dinitrophenol and for 2-methyl-4,6-dinitrophenol; and one milligram per liter (I rng/L) for
antimony;
(3) Five times the maximum concentration value reported for that pollutant in the permit application.
b. That any activity has occurred or will occur which would result in any discharge, on a non -routine or infrequent
basis, of a toxic pollutant which is not limited in the permit, if that discharge will exceed the highest of the
following "notification levels";
(1) Five hundred micrograms per liter (500 ttg/L);
(2) One milligram per liter (I mg/L) for antimony;
(3) Ten times the maximum concentration value reported for that pollutant in the permit application,
Section D.aeLi Closure a airs ants
The Permittee must notify the Division at least 90 days prior to the closure of any wastewater treatment system covered
by this pen -nit. The Division may require specific measures during deactivation of the system to prevent adverse
impacts to waters of the State. This permit cannot be rescinded while any activities requiring this permit continue at the
pertnitted facility.
Version 1110912011

NPDI
PART i
FS
se, or disposal which
"Ws if different from the
or disposal in
NCAC 0214
a
non -significant categorical industrial User.
tion B. Public] Owned Treatment Works TOTWsj
Version 1/09f2 l?

NPDES Permit Standard Conditions
Page 15 of 18
All POTWs must provide adequate notice to the Director of the following [40 CFR 122.42(b)]:
I. Any new introduction of pollutants into the POTW from an indirect discharger, regardless of the means of
transport, which would be subject to section 301 or 306 of CWA if it were directly discharging those pollutants;
and
2. Any substantial change in the volume or character of pollutants being introduced by an indirect discharger as
influent to that POTW at the time of issuance of the permit.
1 For putposes of this paragraph, adequate notice shall include information on (1) the quality;and quantity of effluent
introduced into the POTW, and (2) any anticipated impact that may result from the change of the quantity or
quality of effluent to be discharged from the P(YrW.
Section C. ttnci al t+antrnl Pert r® industrial users.
L Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs from Industrial Users
discharging to the POTW may be present in the Permittee's discharge. At such time as sufficient infinniation
becomes available to establish limitations for such pollutants, this permit may be revised to specify effluent
limitations for any or all of such other pollutants in accordance with best practicable technology or water quality
standards.
2. Prohibited Discharges
a. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibition against the
introduction of pollutants or discharges into the waste treatment system or waste collection system which
cause or contribute to Pass Through or Interference as defined in 15A NCAC 02H .0900 and 40 CFR 403. [40
CFR 403.5(a)(1)]
b. The Permittee shall develop and enforce their Pretreatment Program to implement the prohibitions against the
introduction of the following wastes in the waste treatment or waste collection system [40 CFR 403.5(b)]:
(1) Pollutants which create a fire or explosion hazard in the POTW, including, but not limited to,
wastestreams with a closed cup flasbpoint of less than 140 degrees Fahrenheit or 60 degrees Centigrade
using the test methods specified in 40 CFR 261.21;
(2) Pollutants which cause corrosive structural damage to the POTW, but in no case discharges with PH lower
than 5.0, unless the works is specifically designed to accommodate such discharges;
(3) Solid or viscous pollutants in amounts which cause obstruction to the flow in the POTW resulting in
Interference;
(4) Any pollutant, including oxygen demanding pollutants (OD, etc.) released in a Discharge at a flow rate
and/or pollutant concentration which will cause Interference with the POTW;
(5) Heat in amounts which will inhibit biological activity in the POTW resulting in Interference, but in no
case heat in such quantities that the temperature at the POTW Treatment Plant exceeds 40'C (104°F)
unless the Division, upon request of the POTW, approves alternate temperature limits;
(6) Petroleum oil, non -biodegradable cutting oil, or products of mineral oil origin in amounts that will cause
Interference or Pass Through;
(7) Pollutants which result in the presence of toxic gases, vapors, or fumes within the POTW in a quantity that
may cause acute worker health and safety problems; or
(8) Any trucked or hauled pollutants, except at discharge points designated by the POTW.
e. The Pen-niftee <shall investigate the source of all discharges into the POTW, including slug loads and other
unusual discharges, which have the potential to adversely impact the Permittec's Pretreatment Program and/or
the operation of the POTW,
The Permittec shall report such discharges into the POTW to the Director or the appropriate Regional Office.
Any information shall be provided orally within 24 hours from the time the Permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time the Permittee becomes
aware of the circumstances. The written submission shall contain a description of the discharge; the
investigation into possible sources; the period of the discharge, including exact dates and times; if the
discharge has not ceased, the anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate, and prevent reoccurrence of the noncompliance,
Version 1110912011

is appropriate.
and 402(b)(8) of the CWA and implementinj
=====
No=
MM
atment program. [I 5A
collection system or
ind the character and amount
hose Industrial Users
3re satellite POTWs, the
�atvncm program in those
Iment Program. The
,ry five years, and as
Xations conducted under
'

DENRJDWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
Facility Information

;d a field test to determine the infiltration rate it
? 8 MD} as the maximum construction Beat
>nitoring wells at the 2 contaminated ground
Table 11:
Contaminates in monitoring wells that cant
Highest Reported
ate
Value
< 5 i glL
7zene
< 5,000 µ /L
ane
<5m L
ene
13.8 mg1L.
�ethene
< 5 g/L
>roethene
< 5 in IL
aide
< 10 mg1L
< 5_To-
_
.oroethane
< 5,00Q p/L
Ahane
UU µg/t': J
na /1., 1.6
m /L 1.3
Contaminate Highest Deported C
Value 1
Chloroform 6.8 L
1 1 tt"/T
Tetrachloroethene 190 /L 3.3 gl
Trichloroethene 120 /L 30;�tg1
each and has
torical data
s locations,
)ute to the dewatern
71QWSn
J
cute to the dewaterng
s gnated Outtall 002
t�S
J
L
L
Total Chromium 98 /L SO +1.91L
Chromium VI 260 glL 11 fL
Total Copper 440 lL 2 .g/L
EAA REVIEW
A EAA was conducted for various disposal options. CMUD, the local utility would not acce
the untreated wastewater nor allow direct connection to their collection system. CM1.1D did agr
to accept treated wastewater on a pump and haul arrangement, and was estimated to cost $3.
MMfor 8 months operation. All alternatives, non: -discharge and surface discharge, would. regdir
Fact ;sheet
NPDES NCO089371
Page 2 of 4

treatment prior to discharge. The Division concurred that a surface discharge of treated
wastewater to Little Sugar Creek and an unnamed tributary to Little Sugar Creek was the most
econon-dcal and feasible option.
A mobile treatment system was proposed to comply with the anticipated surface water discharge
permit requirements. The system will be configured as needed with add -on components for air
stripping, settling, filtration, replaceable activated carbon canister, and replaceable
anionic/cationic canisters. A flow meter/totalizer to monitor the discharge was included in the
design concept. The Division concurs the proposed treatment concept will provide sufficient
treatment to meet compliance and must be utilized accordingly.
PERMITTING STRATEGY
Outfall 001, Little Sugar Creek; and Outfall 002, an unnamed tributary to Little Sugar Creek,
will, receive effluent requirements to be protective of the surface chronic WQS. The general
permit groundwater remediation effluent requirements was used as a template and edited per best
professional judgment to better address the solvents and metals characteristics for the dewatering
operation. The following requirements will be included in this permit:
Outfall 001
1. Continuous flow monitoring with totalizer
2. TSS monthly limit 30 mg/L
3. pH daily limit range 6.0 S.U. — 9.0 S.U.
4. Tetrachloroethene monthly limit 46 ltg/L
5. Trichloroethene monthly limit 417 [tg/L
6. Toluene monthly limit 22 �tg/L
Outfall 002
1 . Continuous flow monitoring with totalizer
2. TSS monthly limit 30 m&,/L
3. pH daily limit range 6.0 S.U. — 9.0 S.0
4. Tetrachloroethene monthly limit 3.3 �ig/l,
5� Trichloroethene monthly limit 30 lig/L
6. ' Total Chromium monthly limit 50 [tg/L
7. Total Copper monthly limit 7 lig/L
Because of the episodic nature and the mobility of the dewatering operation, monitoring
frequency will be listed as variable and satnple type as grab. Variable will be defined as
sampling for the first month that a particular outfall receives treated wastewater and
demonstrates compliance; and the next sampling event six months or later from the first that
occurs for that, particular outfall and demonstrates conipliance. If samples are non -compliant then
additional monthly sampling will be required until compliant. Since the dewatering operation is
not expected to exceed 8 months no additional monitoring is anticipated. The Permittee should
request to rescind. the permit upon completion of the construction dewatering activity.
Additional sampling may be requested by regulatory authorities,
As part of the treatment plant daily operation, the specific outfall will need to be determined, and
the appropriate treatment components utilized. A special condition will be added that will require
a log book be maintained and available for inspection with the following information:
1. Log for each day when treatment system is in operation showing total hours of operation
and total gallons treated.
2. Log of day and time canisters are replaced.
Fact Sheet
NPDES NCO089371
Page 3 of 4

NAME:
ny operational events that may compromise the effectiveness of the mobile
I system.
,worthy item deemed appropriate by operator such as maintenance, cleaning of
�c.
,ar Creek flows into SC, a copy of the draft will be sent to SCDHEC for review
Meeldenbura Counfv will qlqt-) he nrovidod n no-nv nf thi-. cirnft fnr rt-,-6i-.Axr nnd
Division strategies and using best Professional judgment the following will be
o this permit:
itfall 001: pH, TSS, 'retrachloroethene, Trichloroethene,
Lfall 002: pH, TSS, Tetrachloroethene, Trichloroethene,
i
.opper.
able and based on compliance, first month a discharge occi
rithly tor non -compliant, and upon request.
,pecial Condition to require the Pei mince representative to maintain a log for:
Treatment component configuration and changes.
List any operational issues that compromise the effectiveness of the mobile
treatment system.
List any noteworthy item such as maintenance, cleaning of filters, etc.
SCHEDULE FOR PERMIT ISSUANCE
to Public Notice: July 1, 2013
duled to Issue: August 2013
'ISION CONTACT
questions regarding any of the above information or on the attached permit, please
Berry at (91 6 or email ron.berry@�iiedenr.gov.
-DATE: Tlgo�zl
WFICE COMMENTS
n A -rv-
Fact Sheet
NPDES NCO089371
Page 4 of 4

WDES Program Unit
V ter Protection Section
Ron Berry
Date: July 22,
County: Mec
Permit No. N!
GENERAL INFORMATION
Charlotte, NC 2820,
une 26, 2013
none Number:
007.
FILE
kM MENDAeTION
Em
iger, PG & Scott Drury, PE, w/Ilart
J South on Highway 77 to exit 1
continue on Atando Ave
Yn Street. Turn left on Forth Tryon
to E 3 6th Street. Tale the 2d right
Fen by the City is 3200 Cullman
xss into a storin dram pipe leading
fill Lane in Charlotte behind the
houses and near the rail -road tracks.
. Discharge Points: Oufall ##1 Latitude: 35' 15' 0t" Longitude: ° 4 ' "'
C ufall #2 Latitude:35' 1 ` 59" Longitude-, 0' 49 ' 49"
US S Quad Net.: Outfall ##1 G 15 SE USES Name: Derita, NC
USES ,quad No.: Oufall #2 G 15 NE USGS Name: Charlotte :East, NC
7. Receiving stream or affected surface waters: Little Sugar Creep
a. Classification: C
. ' River Basin and, Subbasin No.: Catawba River Basin; 03- -34

Describe receiving strum features and pertinent downs
stream for outfall ##1 is into a stonn dram leading to Lit
Pending review and a
permit be issued as requested.
nture 'f Report Preparer
w
Water Quality Regional Supervis
bas little flow. General C class
DISCHARGE AND TREATA
later to be permitted:`0.28 MG1
t permitted capacity of the wasti
apacity of the current facility (c
Iescription of existing or sbst
The proposed facility at oufal
filar activated carbon vessel.
to remediate metals cuncentratio
,ers and equalization tanks on tht
es and to provide storage capac
acts to surface waters: Chro iu
,ornpounds are present in the w
D RECOMMENDATIONS
guesting; an NPDES Permit to d
to Little Sugar C;reek.'
enerated from the deateing a
irlotte area transit system (Cats)
L dissolved metals have previous
ar bate
uses: The receiving
Sugar Creek. The
bottom. The flow was
,sti ation. Oufall ##2
UJ' is approximately
x uses downstream.
WORKS
capacity)` N/A
Gruted wastewater
,ist of low profile
vill add Anion and
ity will also include
end of the system
d Chlorinated
ed wastewater
icted during the
ine Extension
ified in the area:
tat the NPDES

hart hickman
iL
SMARTER ENVIRONMENTAL SOLUTIONS
013
unent of Environment and Natural Resources —
of Water Quality/NPDES Unit
Service Center
lorth Carolina 27699
A — Projectand Treatment System Descriptions
B — Project and Outfall Location Maps
C — Groundwater Analytical Data Tables
D — Authorization for Discharge to City of Charlotte Storm Water Sewer
E — Engineering Alternatives Analysis
,e any questions or need additional information, please contact us at [phone].
ickman, PC
ibleff, PE Scott Drury, PE
Project Engineer
s
Mr. David Wolfe, ity of Ch (via email)
'ryon Street, Suite 100 3334 Hillsborough Street
� 28203 Raleigh, NC 27607 www.harthickman.com
7 main 1 919.847A241 main I

PDES PERMIT APPLICATION _SHORT FORM C - GW
For discharges associated with groundwater treatment facilities.'
ship Status:
Q estate El Private Q Public
As recovered:
Diesel fuel El Solvents Z Other metals u t r±
discharge: Continuous Intermittent El
it:
k discharge occurs: Duration:
rstem Design flow 0.28 MGD
HS Inventory Maps in Appendix B)
to be discharged.
acility located on Indian country? (check cane)
o
lInformation
(including renewals):
«
g A A
« «
•
«
« « «
nt system components, capacities, and removal
a ge to a storm sewer, written approval from the
'�ver
electable amounts at the site, with the maximum
cr each chemical (the most recent sample must be
to the date of this application)
b U Z - W V131

✓--- I
-----------
Sze of Person Signing'
y
,r s similar offense.)
r VAUM r_r_
anent facilities.
contaminants - EPA M+
Title
to '

Appendix A
Project Treatment System Descriptions

in
in Appendix A — Project & Treatment System Descriptions
ion
Otte is applying for a National Pollutant Discharge Elimination System (NPDES) Permit to
lepicted in the LYNX
ivities completed as part of the BLE p,
oncern that must be mans
I water is likely t(
area. The other art
project. The I
s (approximately 10 miles). The planned align
Line Extension map (Appendix B). Note thi
wct< include installation of utilities, earthwork,
ie project. The assessment a
trenches,
, trench
otential
as have
ground
lards or
t where
an area
,reafter
)ugh an
area is
-IV two
1

rsion
ition An endi — P roiect & Treatment Svstem Descrint uns
lescription of the treatment system is presented below;
wm Description
2

tnnson
pli ation Appendix A — Project & Treatment System Descriptions
v trnent a sie La gut
auks
Erb
K
ftAW (AS
WOR 1WW
rrs
-----
pt
DUPLEX FLTEE
IMKACE
i
. A � E AIR
I L ISMPPER PACK04E
I
1
I
------------------
C"()N AN P I
I I
P1' C I
----------------------------
Y i`IuI F I N I�
CARBON
it , N! '
CH
tti3H f k iE i
�I t III T (,As EEI,co
ow 'Tod fu
04T SIT E
FFLUENr
M . FLOW METER
KOH
FL" METER
3

Appendix R
Project and Untfail Location Maps

�1
X
12
0 <200 1
2-0 _.:!2_OdOO
MW-31B-4 1 813012007 <5,000 <5,000 <5,000 13,800 <5,000 <6,000 <10,000 <5,000 <6,000 <5,000 53,000 <5,000 <5,000 77,000 <5,000 153,000 <5,000 <5,000 NA
Surface Water Standard' 170 470 100 1,500 —7900 10,000 5901 330 NS 4 3±,±,,- 61 2,500 2A 600 670
2 300
Ground Water Standard 70 20 6 7 70 --10-0 5 1 6 1 0,2 ±01 DO NS 3 0.03 500 NS
Nolm"
All concentrations reported in pg/L
Sold Indicates an exceedance of the Surface Water Standard
1) North Carolina 16A NCAC 028 Surface Water Standard or EPA National Criteria (May 2013)
2) North Carolina I 5A NCAC 02L Ground Water Quality Standards (January 2010)
* indicates Interim Maximum Allowable Concentration (IMAC)
NS = Not Specified, NA-- Not Analyzed
Only compounds detected in at least one sample are included in the table

0
0
CL
E
rs, mcv
10/4/2001
2.7
<2
12/4/2006
<1.0
<1.0
12/4/2007
< 110
EI'3]
3
12/9/2008
1.5
MW-2S 2SR
1213/2009
1.4
1.2
11/30/2010
2.0
21
12/27/2011
2Y
<10
11/28/2012
18
<2.0
Surface Water Standard
1,500
470
Ground Water Standard 2
7
20
... . ...... ..... . .
Ec
0
E
0.
0
0
Z
0
CL
0
0
as
cr
Ca
15
<0.40
260
100
74
43
34
4.8
83
33
12
10
2.6
15
66
34
76
260
240
3.9
68
44
98
130
440
6.4
83
47
49
<25
ISO
5.6
104
68.1
73.9
<50
294
5,5
124
73.1
40.6
<50
133
6.8
190
120
14
16
<10
170
3.3
30
50
NS
7
70
0.7
3
10
NS
1,000

Annendix n

Mill Ln, Charlotte, 28206
•
0
nan
L'u"Dw

Appendix
Engineering Alternatives Analysis

r Extension
kpplication Appendix E — Engineering Alternatives,
k and Project Description
,ring Alternatives Analysis (EAA) has been prepared in accordance with the N(
ality / PDES Unit's EAA Guidance Document to address the four steps outhi
ro
igh 4 are addressed in Sections I through 4 of this EAA, respectively.
,d CATS Lynx Blue Line Exten
watering. Previously corn
F,) project. Con.,
construction dewatering will be required. One of these areas is located near Cullman A,
itte and is hereafter referred to as the "Outfall 001" area. The other area is located nearA,
.n in Charlotte and is hereafter referred to as the "Outfall 002" area. The Outfall 001 and
we located approximately two miles apart from each other in the locations depicted in maps,"
Juded in Appendix B of the NPDES permit application.
d water at the Outfall 001 area is impacted with concentrations of CVOCs above ground N
rface water standards and ground water at the Outfall 002 area is impacted with concentratit:r
(particularly chromium and copper) and CVOCs above ground water and surface N
1

CATS Blue Tine Extension
NP DES Permit Application Appendix E — Engineering Alternatives
Tabular summaries maries of ground grater analytical data for the two areas are
of the NPDES permit application.
spendix A of the NPDES permit application for additional project detail,
f the conceptual treatment system.
lotte
' 28202
in - David Wolfe (704) 6- 602
rate locations for BLE project construction dewatering
ian .Ave & Nearby Alpha :Mill Ln`
,eklenburg County, NC 28206
in - David Wolfe, PE (04) 33 -3602
r
:z , PC
a St, Ste 10
" 8203
�n'-Matt Br lets, PE (704) 8 -0007
et€ IIf Ulit s ]Aral 7nr•oincr an&nr e� l rrlicricin n
rent A to this document.
2

(tension
Aication Appendix E — Engineering Alternatives A
!on of Discharge Receiving Waters
nd water will be discharged directly into Little Sugar Creek at Outfall 001 an(
)utary of Little Sugar Creek at Outfall 002. Little Sugar Creek is located w
er basin. The NC Department of Environment and Natural Resources (DENR) Di
y (DWQ) has assigned Little Sugar Creek a Class C surface water classification, at,
receiving stream classification restrictions. There were no discharge limitatioi
Ilan.
eek is listed as impaired on the 2012 303(d) list from its source to Arch
uatic life due to copper violation and for fish consumption due to water colu
irge effluent will be treated to permit chronic toxicity limits.
I on the receiving water quality information presented above, we believe that the prop
irge should be permitted.
Iow stream flow data estimates were obtained from the U.S. Geological Survey (USGS) for
I locations, Note that zero -flow stream restrictions are not applicable to the proposed discb
se it is not an oxygen -consuming waste. The USGS low -flow estimates for Little Sugar Cre�
itfall 001 location are as follows:
• 7QIO low -flow discharge= 0.44 cubic feet per second (cfs)
• 30Q2 low -flow discharge = 1.2 cfs
• W7QIO low -flow discharge= 0.65 cfs
• 7Q2 low -flow discharge = 0.72 cfs
3

Line Extension
nit Application
zero flow due to tht
hmexit B.
tion
be present during BLE project implementation.
4

Clan
Won Appendix E -- Engineering* AUernatly s
�il<y ',r Willili4° �'/�l I I i
SPI" e
imately 0.28 MGD.
onnection to an existing wastewater treatment plant (W P)>
and application or infiltration galleries;
ejection wells,
lastewater reuse,
PI ES_regulated surface water discharge; and,
. combination of two or more of the options listed above.
ation of these options is summarized below.
onne tion
Mecklenburg Utilities Department ment (CMU) generally does not accept ground. wa
iwned treatment Works (PC TW). It is prohibited in the Sewer Use Ordinance ( i
.y authorized by CMUD. H&i contacted Mr. Tim Downs with CMUI - System.:
ine if CMUD would allow discharge of the treated ground water generated duri
the POTW under a Special Use Permit. Mr. Downs indicated that CMUii
Issuing a special discharge permit allowing for transportation and disposal (T
.ter to CMUD's :McAlpine W TP. Documentation of these communications is
it C. The ;McAlpine WW fP is located in Pineville, NC, approximately 23 :mile
l location. C:MUD would also require additional project and water data 1
I

CATS Blue Line Extension
NPDES Permit Application Appeni
determination as to whether the McAlpine WWTP could ai
McAlpine WWTP may be a technologically feasible optic
ition/Infiltration Gallery
might be used for discharge of treated I
alleries in the Outfall 001 area is low-11
I by Norfolk Southern, to the north by I
4.0 below).
"reek, and to tl
beneath their tracks that could be used to pump treated ground water to topographical
ited South of the tracks,
ribed in Section 1.0 above, during infiltration testing performed in the Outtall 001
)utfall 001 is shallow, land application/infiltration is not cons
tier is applied to the surface. After the land becomes saturated to the surface, continued ad
,d water will result in ponding followed by either 1) runoff into Cullman Ave (where i
cted into the storm sewer and discharged to Little Sugar Creek) or 2) overland flow it
r Creek.
,Dutfall 002 area is bordered to the northeast by railroad tracks owned by Norfolk Southei
twest by 1-277 (West Brookshire Freeway), and largely by developed impervious areas
tions. Furthermore, the limited land available in vicinity of the Outfall 002 area which i
for discharge of treated ground water by direct land application or using infiltration ga
-ally steeply sloped toward the unnamed tributary of Little Sugar Creek or to to sewer ii
arge to the tributary. Therefore, land application/infiltration is not considered techno,
:)Ie in the Outfall 002 area.
6

Blue Line Extension
:S permit Application Appendix E - Engineering Alternatives n
7

,ATS Blue Line Extension
4PDES Permit Application Appendix E — Engineering Alternatives Analy,
)ecause the BLE project is scheduled to be completed during a typically wet -weather period (late 2
ulate I Surface Water Discharge
,gulated direct discharge to Little Sugar Creek (Outfall 001) and to the unnamed tri
on of the sewer discharges to the Outfall 001 or 002 locations, is t
8

Extension
,pplication
)n of Options
P connection, wastewater
ated during
Appendix
and NPDES-r4
nce of a s
eated water 1
t to manage
or management of a portion of the treated I
mbination of options.
rge permit. Th
willing to acce
)le options for
e- T&D. Becaus
ficant compared to
I

Hoe Line Extension
Permit Annfication Annendix F — Engineerinfr Alternatives AnA
re approximately $1.8MM to'$3.6MM. Additional costs would be incurred for
ground water at the McAlpine WWTP on a per gallon basis.
10

Attachment
Laval Government Review Form

Attachment A. Local Govemm
ttute_QMgrvievL North Carolina General Statute 143-215.1
NPDES Pe is fox non -municipal domestic wastewater tr(
M
and is in the best interest of the State.
leant: prior to submitting an applicatioi
nearby city and county government comp
the pennit application (with a written ret
to n
ES Unit
nce to the Commission that the local governme:
the certified mail card along with a notarized k
ry period.
overnmentL-
)u9t , y have jurisdiction over any part of the land o
rit Review Form
�) allows input from local govennnents in the
e approval of such application i
The applicant must:
form to be completed) to the cl,
m, as evidenced by the postma-
,pond within 15 days, the ap
Lotarized.
Dui
4,1"'No If no, please sign this form, have it notarized, and return it to the applicant.
county have in effect a zoning or subdivision ordinance? Yes [45,1` No
ring or subdivision ordinance in effect, is the plan for the proposed facility consistent with the ordinance? Yes [44,
Signature. tLw
(City ManagerfiCounty Manager)
County of
Jay of 2.04 3 personally appeared before me, the said
Ekz- to me known and known to me to be the person described in
ted the foregoing document and he (or she) acknowledged that he (of she) executed the same and being duly sworn
ath that the statements in the foregoing document are true.
to - al - 15 "" , -
ni expires���., (Signature of Notary Public)
Notary Public (Officialreal)
EAA Guidance Document Version: June 23, 2005
Page 8 of 8

Attachment B
U +GS Stream Flow Estimate Documentation

V
Weaver, John [e-mail])
Monday, April 22, 2013 10:09 AM
Scott Drury
Nathan O'Leary; John Weaver; Rose Pinnix
Low -flow characteristics for Sta. 0214640410 Little Sugar Creek below 36th
Charlofte, NC.,.Re: Low Flow Information Request
,.al Survey North Carolina Water Science Center
Ridge Road
h Carolina 27607
,2013
Drury, PE, Project Manager
an, PC
ryon Street, Suite 100
28203
WOO i U LOU IWI:
8
IpIgn p�llglzl

trolina Water Science Center
Ige Read
'607
J -4043 H Fax: [phone]
-- cweaver@u s. ov
-- hj� -//nc.w ler.us s. ov1
gut provides gage might only). Yollowing are coordinates for (utt .11 001'
1
v
�.) Following are c orelin tes for u'
YIN
VI
et _ .] . _.. . A 9
ill 002:

me and fees) for this info ution
)-tr assistance,
', Project Engineer
n, PC 2923 South TryonStreet, Suite 1001 Charlotte, NCB 28208
-4616 Motile 91 14-0 50 1 Mein 0 - 8 - 00'7
ien.com

V
Downs, Tim [[e-mail]]
Tuesday, April 23, 2013 4:26 PM
Scott Drury
Nathan ('Leary
RE: Special Use Discharge Permit for Groundwater
ntal Compliance Supervisor
ntal Management/ System Protection
Aecklenburg Utility Department
rlotte
meant Drive
NC 28217
)42 FAX [phone]
i.charlotte,nc.us
tt Drury [mailto*[e-mail]]
day, April 15, 2013 1:09 PM
, Tim
i O'Leary
special Use Discharge Permit for Groundwater
ins alternatives for management/disposal of groundwater that will be generated during dewatering activiti,
.struction project in Charlotte that is scheduled for late 2013. The groundwater will be treated to reduce di
ns (primarily TCE) prior to discharge/disposal. We expect that a treated effluent of approximately 03 M(
r a period of 3 to 4 months during project execution.
IIIIIIII�i 00=111
iarge the treated groundwater to CMU's sanitary sewer prior to dismissing this option
i believe pursuit of such pertnit is an option.
ct Engineer
!923 South Tryon Street, Suite 1001 Charlotte, NC 28203
1

2