NC0087513_Regional Office Historical File Pre 2018

NCDENR
North Carolina Department of Environment and Natural Resources
-,
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secrefit#ICE
Alan W. Klimek, P.E., Director
June 20, 2006
Mr. Rodney Johnson
The Boulevard Company
715 North Church Street, Suite 110
Charlotte, N.C. 28202
JUN
Subject: Rescission of NPDES Permit NC0087513
715 North Church site
Mecklenburg County
Dear Mr. Johnson:
Division staff has confirmed that the subject permit is no longer required. Therefore, in
accordance with your request, NPDES Permit NC0087513 is rescinded, effective immediately.
If in the future your company wishes to discharge wastewater to the State's surface waters, you
must first apply for and receive a new NPDES permit. Discharge of wastewater without a valid
NPDES permit will subject the responsible party to a civil penalty of up to $25,000 per day.
If you have questions about this matter, please contact Charles Weaver of my staff at the
telephone number or address listed below.
cc: Central Files
Moo ville Regional 0 / Mike Parker
NPDES Permit file
Fran McPherson, DWQ Budget Office
1617 Mail Service Center, Raleigh, North Carolina 27699-1617
512 North Salisbury Street, Raleigh, North Carolina 27604
Internet: h2o.enr,statemc us
Phone: [phone], extension 511 / FAX [phone]
charles weavera,ncmall.net
on
NptthCarohna
turally
An Equal Opportunity/Affirmative Action Employer —50% Recycled110% Post Consumer Paper

715 North Churc ' uiie 11 ti
Charlotte. North Carolina 28202
Fax [phone]
heblvdro.coin.
TH BOULEVARD C MMNY
NCI;)
512 \ (
Rale°t °_lr, North Ca dints 27604
RE: MIMS P rind ti(`( (iti7 l,i
SENT 1 'I 1 EMAIt,
red31`,41a'n tt). NMICr,' 'ik rtliliuro to Submit plcu c, rioa, rf al I t)c
Inl.blevald" vtotul a like to karrttallk° rescind \PI)l.:.ti l ticrir'C OSTC 1.1. Al hr°r9j
ike to rtptrlogti lci; Iltr: ch'Itt (If our re t5al'tse°. The ret'a_rpt
delay('
1)0
w2rtrtirld tatituser tha& airrnirc,d to h;uee;: taccri 114c site
ii)lati i Iktr ii d :hat' °xt tAring the c'riluont G`tar contrarni
r2r.°r, Based cin
Boulevard a��r,iE?+ Plc"5' 'IC)Y' not closing out flip permit e tl"l�a,"I" ;A.ti }tG §:4a>�oned awl Our' C111.",II#
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tank, ptaffiaty and back-up transfer pumps with on/off and
high -float switches, bag filter system, two liquid -phase
granular activated carbon(GC) vessels, flow meter, and a
control panel that includes an automated phone dialer.
sludge Handling and Disposal Scheme: According to Lawgibb
Group, Consultant, the used carbon and Particulates filters
will be disposed at. Stat, located in Lenoir, N.C.
4. Treatment Plant Classification (attached completed rating
sheet): N/A
P
SIC. Ccde(e): 9999
Primary: 66
Main Treatment Unit Code: 905690
Till - E
UATION
•
RECO AMIONS
The Boulevard Company is requesting authorization to
construct a 0.05 MGD groundwater remediation facility at the
subject property in Mecklenburg.
The Discharge will be into a storm drain leading to Sugar Creek
(Class C waters).
Pending review and approval by the Groundwater Section and
P&L, it is recommended that the authorization to construct be
issued.
„00,),)„„ k-
Signature of Rep t Preparer
Water Quality Regional Supervisor
Date

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
1
Michael F. Easley, Governor ,
William G. Ross, Jr., Secretary r CDENR
, ,
Gregory J. Thorpe, Ph.D., Acting Director
, „iv-,
NOV eliTher 1, 200 I I
Mr. Chris Branch
The Boulevard Company
200 West 10 Street
Charlotte, North Carolina 28207
Subject: ATC Request Acknowledgment
NPDES Perrnit NC0087513
ATV Number 087513A01
715 North Church Street Site
Mecklenburg County
Dear Mr, Branch:
The .Division of Water Quality's NPDES Unit hereby acknowledges receipt of your request for
Authorization to Construct (ATC) in accordance with NPDES Permit Number NCO08751.3. This
application has been assigned the number highlighted above.
Please- be aware that the Division's regional office, copied below, must provide recommendations
from the Regional Supervisor prior to final action by the Division.
The ATC review process generally takes 90 days from the date your complete submittal is
received, however, due to current staff shortages that review period may take longer. Should any
additional information be required, the review engineer will contact you. If you have any
questions, please contact Ms, Jackie Nowell at [phone],, extension 512.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING ANY
INQUIRIES ABOUT THIS APPLICATION,
Ce:
NPDES Unit Permit File
Mr. Matthew M. Gustis, EEL
Sincerely,
David A. Goodrich
Supervisor, NPDES Unit
LAW Engineering & Environmental Services, Inc,
2801 Yorkmont Road, Suite 100
Charlotte, NC 28208
P.O, Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

December ber 0 2001
Mr. Samar riu-Gha ale
Division of Water Quality
°
North Carolnia Department jai l rev roam and
Natural resources;
919 North Main Street
1 "looressille, Forth Carr line 281 l
S1118ect: round -rater Re diation Syste
715 North Church Str+e
Charlotte, forth Carolina
a
NPDES Permit Number NC0087513
ATC Number 11751A01
Dear Mr. Bou-Ghazale
2001
Used carbon and laarticulate Inters removed from the neon -grater rerrrediation system at the site
located at 715 North Church Street in Charlotte, NorthCarolina will be disposed of in accordance
with applicable local, state, and federal regulations for non -hazardous waste materials at Stet,
located in Lenoir, North Carolina:, At this time, no ground -water rernediati n system is present at
the failit.
If you have any questions or require additional information, please do not hesitate to c n c
at (70) 7® t 00,
Sincerely,
LAW ENGINEERING iG AND EN8 IRONMEN1Al SERVICES, INC.
Matthew M Gus1
eject Professional
E.I.T.
to

October IS. 2001
Ms, Natalie Sierra
Permits and Engineering Jnit NPDES Section
North Carolina Department of Environment and Natural Resources
Division of Water Quality
1617 Mail Service Center
Raleigh: North Carolina 27699-1617
Subject:
Dear Ms, Sierra
Request for Authorization to Construct
NPDES Permit NC0087513
715 North Church Street
Charlotte, North Carolina
LAW Project 30100-1-0272
Enclosed please find the Request hr Authorization to Construct for the subject property located at
715 North Church Street in Charlotte. North Carolina, This request is being submitted on behalf
of The Boulevard Company by Law Engineering and Environmental Services, Inc. (LAW). The
Boulevard Company is the responsible party of record for the 715 North Church Street property,
In response to the North Carolina Department of Environment and Natural Resources, Division f
Water Quality, Issucince NPDES Permit NC008 7513, dated October 10, 2001, enclosed you will
find the Request for Authorization to Construct for construction and operation of a ground -water
pre-treatment system at the above referenced property. This document includes copies of the
plans, specifications, and design calculations for the aforementioned treatment system.
_Proposedpewatering Rentediation Treatment System - Design and Operation
A flow diagram of the proposed dewatering remediation treatment system is shown as Figure 1,
Water from the temporaryconstruction or permanent building dewatering system will be
forwarded to the proposed remediation system either by gravity transfer or by sump pump. The
proposed system will consist of a transfer tank, primary and hack -up transfer pumps with on/off
and high -high float switches, bag filter system, two liquid -phase granular activated carbon (GAO
vessels, flow -meter, and control panel that includes an automated phone dialer, The design
influent flow rate is estimated to be 50 gallons per minute (gpm), which is the estimated maximum

715 North Church Street — Request for Authorization to Construct
NPDES Permit NC00875.13
LAW Project An.. 30100-1-0272
October 18, 2001
flow during initial construction &watering system start-up., tiouever, the average operational
flow rate for the system is riot expected to exceed about 35 gpm (approximately 50,000 gpci).
Floss rates ranging from approximately 10 to 20 gpm are anticipated for long term deyvatering.
The individual components of the remediationdreatment system are discussed belos‘,
Specifications of the Mdividual cornponents are included in Appendix A.
Transfer Tank.
Water from the dewaterMg system will be forwarded to a tank or vessel under pressure from
transfer pumps or surnp pumps into the system transfer tank. This tank will have up to a 1,200
gallon capacity,.
Transfer Pumps
Recovered water will be pumped out of the tank under pressure using two 60-gpm capacity'
transfer pumps, (Inc pump will serve as primary yvith the other as back-up. The transfer pumps
will be operated by on/off and high -high float switches connected in a control panel. with the
on/off switches for the back-up set at a higher level on the tank. This float switch arrangement
provides a safety back-up mechanism. In addition, flow control valves will he installed to further
manage flow, control throughout the system,
The on/off control for the dewatering system transferlsump pumps will he tied to the high -high
tank (emergency off) switch in the control panel and Will stop forward flow from the dewatering
system until the transfer tank level has been sufficiently lowered to reactivate the dewatering
system pumps.
Bag Filter llousmg
late Mfluent water will be pre -filtered using a dual bag filter system viiith specifications to be
determined later. Filtration will he performed using replaceable 10-micron bag filters, Pressure

71r (lmrch ;Street Regeue t crr tt:
ES Permit' NE-008751.
LAW Project No,
difj
r Ccrrstr
October 1 2001
es aw ill be mounted on the intlttent Made luent sides rmf the f ltratiot
reratial pressure changes caused by sediment Woektage.
uid Pliase G \..C" Vessels
s
to
€rn Tait"
Two 2,000-pound carb r vessels will be connected in series (primary
second r°ylbreaktlrrou li) tea treat the rec vttred a „e and manufacturer of tEaes
will be determined later. These vessels will have a design flow of 60 gpna and a design pres
90 pounds per square inch (psi). Pressure gauges a'uill he i€astallec4 at the top and bottom o
ater.
and
ssets
re rmf
vessels to monitor any differential pressure increases due to sediment 4tndr'or bio-mass blockage,
led hetore. between, and of
o vessels. Regular sarnpling and
analysis from these port(s) will be performed per NC,DE R requirements to rnr nttcrr the vessels
for carbon usage and breakthrough. 'When the first vessel leas broken -through, flow will be routed
directly to the secondary vessel wvhile carbon is 'e\chafe',
reinitiated through the first°essel.
The effluen
1owa
1 be nreastrr°ed by a c
nttn
of the flow meter will be determined at a late:= aril
monitor flow up to and above the maximum possibl
Tele t-me Dialer System
A telephone dialing system
o be deterna
system ww°ill provide auto-dialin . n ess
nputs. It is anticipated that only
back-up tousle= pump is activated, the
triggered.
dl
filet vessel, low vi11 then be
read i
g
tl gprn.
t 1te tatake and model
have the capability to
1 be installed in the control panel. The
up to four prograrnmed telephone numbers and four
t inputs NA, il1 be needed for the trt system, one
e hit a high alaini in flee tank is

715 North Church Street — Request for Authorization to Construct
NPDES Permit NC008751 3
LAW Project No, 30100-1-0272
13
A Listing of Detected Constituents
October 18. 2001
Results of ground-kVater samples collected from Dewaternie Well DW-2 at the northeast corner of
the property detected concentrations of the volatile organic constituents tetrachloroethene and
chloroform and the metals arsenic. barium, chrornium, and selenium in the ground -water on site.
Based upon a -worst case" concentration of volatile organic constituents, tetrachloroethene and
chloroform were detected on -site at concentrations of 81 micrograms per liter (fig/L) and 7.9 ggif.,
respectively. These concentrations are in exceedance of the North Carolina 21., groundswater
standards for tetrachloroethene and chloroform of 0.7 puiL and 0.19 ttg/L, respectively, Please
refer to the attached Table I.
C. Remo\ alEfficiency of Each Compound Detected
Based upon LAW's experience utilizing activated carbon with similar projects and information
previously provided by Calgon Carbon Corporation, removal efficiencies or at least 99.995(10 could
possibly be achieved if volatile organics were identified at this site. Ability to achieve these
efficiencies would result in a post treatment concentration of tctrachloroethene of 0.0081 ttg/L and
0.00079 itg/L, respectively. Please refer to the attached calculations in Appendix B.
The Boulevard Company and LAW request the assistance of the NCDENR in finalizing the
Request fir Authorization to Construct for this site. Please contact the undersigned at (704) 357
8600 if you need any additional Mforination that 3vould facilitate your review and approval of this
request.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
Matthew: M. Gustis, E.I.T.
Project Engineer
MMGIJDVitimmg
avid Wal ace, P.E.
icipal
cc: Mr. Chris Branch. 1he Boulevard Company Charlotte, NC 28202

715 North Church Street Request for ,41et41 r1zatio11 to Concrruct
NPPES Permit NCOOR7 )3
$tProject 30100-1-0272
E 1
1,A RE/RATORS ANAL'S"! ICA I, REM '1,,TS
715 NORTH CHURCH STREET
CliARITTE rE, 'OREll CAROLINA
October IS, 2001
Sit nit ple Date t 'Idoroform Tetimehloroethene Arsenic Ritrium Chromium Selenium
Illentifiendon Collected Mg113 Ligit.) Oriall) (rimiL) (mg/.(mg11,)
t...2_
DNIC I 4/18101 < I A I, NA NA NA NA
NA NA NA NA
4515101!33
4/254017.9
252720
555101: -5. I:
51420 •2.1
.5121101 f
5529/0 1.4
• 6/401 4.7 •
"611 .101 •
6.0910 "Z$7
- 5/25251.
2.1210.1. .:2,0 •
"111I 7101 •29
71241.02/ 118-
811501.4
81610 I tit•i
D.W.4 41282N 3.9
17 NA NA NA NA
81 NA NA NA NA
72 NA Nit NA N,A
5.2 NA NA NA NA
2,1 NA NA NA NA
1.0 NA NA NA NA
it 1 NA NA NA NA
4,6 NA NA NA NA
61 NA NA NA NA
24 NA NA N ti NA
19 NA NA NA HA
3.5 N.A NA NA NA
5.9 NA NA NA NA
1.7 NA NA NA NA
2.4 NA NA NA NA
1,6 NA NA N A NA
1,4 NA NA NA NA
$, 1 NA NA NA NA
NA NA NA NA
734. NA NA NA
0 Ig 0,7
pipt Miorripsairis ppr
2) PINT - hitilhtrains pot larin.
3) Sam* collected poor hi Pho oaeillaw tank.
1) NA - Noi anal) zed.
5) IPA NCAC 21. - Title 15A iq thie North Catalina AdrIliT110.1.0iVe Co5N 4. IN225155 21 „ Section 0202 Ciround-Vitapir STIATIdalth
rarimprotittiorio holld are hirceedance of 17e 154.NiailiC 21, Giotaiii,Watei Siaiidarrla
004 2.0 0 05 104
2515.2 Raw /1/$2 4.7/27/
Cherke2,02.55

ESTIMATED 'WORST CASE'
INFLUENT TOTAL VOLATILE
ORGANIC CONCENTRATIONS
TO BE LATER DETERMINED
OEWATERING
SYSTEM
COLLECTION
VESSEL
r�s
TRANSFER
PUMP
OR
GRAVITY
FEED
EXPLANATION)
t>v = FLOW CONTROL VALVE
= PRESSURE GAUGES
Q = DISCHARGE MAXIMUM
MAX
QAV = DISCHARGE AVERAGE
GPM = GALLONS PER MINUTE
z
SURGE/
TRANSFER
TANK
500-1200
GALLONS
ACTIVATED
CARBON
VESSEL
No, 2
FLOW
DEVICE
DISCHARGE
0AV - 35 GPM
GRAVITY FLOW
%Av. 120 GPM
ESTIMATED EFFLUENT
TOTAL VOLATILE ORGANIC
CONCENTRATIONS
REDUCED BY 99,99%
ENGINEERING AND EN u1RONMENTAL SERVICES
CHARLOTTE, NORTH CAROLINA
CONSTRUCTION DEWATERING
TREATMENT SYSTEM SCHEMATIC
715 NORTH CHURCH STREET
CHARLOTTE, NORTH CAROLINA
REFS DRAWN FROM FIELD NOTES BY LA
ENGQNEERING PERSONNEL.
Y
PARED
A
E
DA
0B NO.
30100-1-0272
RE

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Benefits of conductance
probe -type controls..
Simple. Versatile Reliable. For low -cast dependabitky
in automatically controlling liquid le, conducts ce-
actuated systems are without equal. Easily installed, they
are highly accurate, and require minimum maintenance
or adjustment In short, probe -type controls provide
security and peace of mind when level control is abso-
lutely essential.
A leading producer of conductance probe -type level
control devices, Warrick has a selection of controls,
fittings and electrode materials which is among the
broadest in the industry. This breadth and flexibility in
products —along with nearly fifty years of practical
problem -solving experience —add up to important
advantages for users of liquid level control systems,
Lower equipment costs. Warrick supplies a nun 'ter
of electrode fittings which can accommodate multiple
electrodes of varying lengths. This perrmits large differen-
tials for liquid measurement and, ultimately, far lower
equipment costs than with float systems. In addition,
Warrick's electrodes (separate'/,; rods orwire-susoended
rods) make it possible to change probes quickly and
easily. The result? Substantial savings for applications
requiring exotic materials.
Reduced installation costa. Single fittings with muttipie
elecrodes also save on installation sine: one fittinc(with
multiple controls) can monitor several functions inde-
pendently. What's more, cut -to -fit reds simplify installa-
tton, saving time and money.
Lass maintenance. The stationary probes of Warrick
conductance -actuated systems also provide lower main-
tenance and replacement casts than complicated float
systems because there are no moving parts in the liquid
to wear. The capability to handle several eeectrodee in
a single fitting also reduces maintenance casts by con-
centrating several functions in one mechanism.
L.srr space. Single fittingimultipie elec rod
also saves space when compared to bulky flitsystems.
Maximum reliability. Warrick's stationary p
eliminate moving parts —along with the for
troublesome slicking and binding. That m rnore
consistent operation than is possible with flo
Since a Warrick probe -type conductance
vated through contact with the very tip of enlelde
4" accuracy), there is no variation in o 'on. And
with single fitting/multiple electrode capabili several
functions can continue to operate reliably if one
control fails. Another reliability plus.
Greater accuracy, Warrick cute -fit elrequire
no adjustments. For you, that means knowniassured
accuracy. The system operates as specified a an instal-
lation. Reliably. Accurately.
Increased wear life. A probe -type control
from Warrick eliminates all movement inside
sure vessel: That provides a more positive sea
systems requiring motion through the vessel
end result is longer life due to less wear of
components.
Versatility. The availability of a wide range c
components and materials allows Warrick to ffer
customers a single source of supply. What's ore,
Warrick translates product and material flexitllyy i
individual equipment solutions. Custom solu°lrns that
solve cusomer problems on an individual

SERIES
E5
E
ECTRODE FITTING
BODY MAT1R1AL
A -CAST {'ROM
B -RED BRASS
C-34SS
J "
06

!Ai Like MN 55..`€ 61:` 1';1 C11`a fAX €1 -4,
DESCRIPTION -
The new Solo-F1cai' is a direct actt'ng fior
controlling 1'h HP and smaller pump mates,, nurw
Solo -Peat has been comply redesigned and uses
a metal ball rolling back and forth in a tube to somata
a reliable, snap-ection swig►.. An adjustable, plastic
damp with stainless steel hose damp is provided f r
attaching the Solo -Flat atthe appropriate level on the
pump discharge per. By varying the tether length, a
pumping range of 8'-14' can be achieved. The
Solo -Float is available with a piggyback plug in wither
a 115 volt or 230 volt configuration. it is also available
blunt cut, without a plug, for wiring to an Anchor
Sd'entMc JX function box.
FEATURES
• Reliability
• AOJustable Pumping Range
• Manual Operation
• Non -mercury Element
• Converts Non -automatic Pumps To Automatic
• Replaces Diaphragm Pressure Switches
• Easy installation
• In Stock, Low Cost
APPUCAT1ONS
The Solo -Float can b• used in a variety td
applications, including sumps, sewage *dors, c
tanks, vaults and tanks. The corrosion resistance of
the materials used in its ccmRruc tnt also make the
Soto-Ploat a good choice for many conceive
**dons.
SPECIFICATIONS
USTED
WFA, OW C.
Die- .32 d3 Strands x 4134
Float Housing ........,r. Polypropylene. Dim 4.ggx3.OD.
Blue - Normally Open
Fled - Normally posed
............._... Potyetl`rylens PlpeiCable
Clamp, Stainless Steel Hose
Clamp. e: V'-3"
in HP ®11SV, Single PMese
1 to HP 230V, ale Phase
UL 508 Ind. Con. Eq.
CRCER$NC INFCRMATiON
Throe variables must o+e specdied when ordering Sc,c-
oats: 1.) Cable Length 2.; Circuit =rTfigun.
3.) Plug Voltage. Cable lengths are avallatrle In 5 'trot
Inc. ements `ccrn 10' to 30'. Consult factory tor, longer
lengths. The circuit configuration iseither'N'C'. normally
open, (pump down); or 'NC`. ncm*.aliy ;Dosed. (porno
up). The plug voltage also must be specified: '115' for
115 volt or '230'• ter 230 volt applications.
Example
Q
Model
Type
20 NC
Cabe Circuit
Length Ciwfig.
Standard Modals
10 NC
15 NC
20
30

1.) N
installation instructions
trio In arurnp with the power on.
set for a pumping range
ng range desired, simply
ugh the two slots In the
e discharge pipe with the
the hose camp through
of the hose clamp and
evrdtiver. It is important to
n the 1oat n the damage pipe so
is unimpeded In Its sing from `co' to `off.
3.) If a higher pumping range Is desired, refer to
fllustratton 1 and its instructions.
4.) Plug the S©io-iloat into the wall recaptac., Shen
plug the pump into the piggyback plug. Observe
several pumping cycles and cored any potential.
problems. Make certain the pump impeller is still
submerged when the Solo -Float turns ;o the 'oft
mode. Also, make ertain the Solo -Float housing
arrows are align= as shown in Illustration 1.
ORDERING INFORIAATI iN
El.
014N0 115
010NC 230
01©NC
O15N0 115
015Nn 23C
015N©
020NO 115
D2ONO 230
02LiN0 —
030N0115
D30N0 230
Q30NO
10'
10'
10'
Circuit'
Conflg.
Normally
115 Volt
30 Vott
Blunt
115 Volt
230 Vat
Blunt
115 Volt
230 Volt
Blunt
'For pump up applications. a Normally Coed dreuit
configuration should be used. Substitute 'NC for
'NC' when ordering this model.
illustration 1.
Tither Adjustment Instru
If a higher pumping range le desired, cannot Table
1, below for the tether length needed. Loosen the
screw on the plpelcoable damp, measure the cable
tether length from the neck of the float housing to
the bottom of the pipe/cable damp. McAwee s mtlmr
234 Sri'78g10
Tether I.atngth
Tablet

NIGH -TANK SHUT-OFF
ii+sMs Palish This intrinsically safe component employs a normally open
level. Under normal conditions, the panel may operate and the green "TANK"
the event of a high level situation, the float rises with the liquid level and switches to a
deenergizrng the ejector controls and green " ANK" right The panel will remain inoperable
level is reduced approximately 15 [near inches.
Several level switches may be connected in parallel to monitor a number at critical tank levels. Consult
factory for more information.
When splicing two conductor high -tank cable, solder and seal all connections.
The oat must be orientated per the sketch below.
10

These instructions do not purport to cover all details or variation nor to prow
installation, operation, or maintenance. Should further information be desired or should particUi
sufficiently for the purchaser's purposes, the matter should be referred to Teel,
Teei® Mechanical Piggyback
Sump Pump Floats
Description
This piggyback float with a wide-angle switch has been designed for use with
residential sump pumps. The float is rated for 13 amps and 0,5 Hp at 1201240 VAC.
The typical operating angle is 85'.
The inches of water pumped is determined by float tether length and location
(see chart).
ON
l:l
Tether
length,
inches (x)
3
4
6
8
10
12
* Typical
Water,
pumped,
inches (y)*
7
8
11
14
17
21
installation
1. Tether strap can be mounted on
either pump or discharge pipe along
with cord from float. See table for
pumping differential. Be sure that
float can move freely up and down
without hanging up on pump, pipe,
or sump, Before operating, inspect
the tether strap to be sure that it is
tightly secured and will not allow the
float cord to slip in either direction.
Failure to comply with this caution
may result in excessive accumulation
or an inadequate accumulation of
water in the sump.
2. Insert the float's Series Tap Plug into
3-wire grounded -receptacle; then
insert pump cord into back of Series
Tap Plug.
is Limited Warranty
Dayton One -Year Limited Warranty. feel°' mechanical wide-angle sump pump piggyback floats. Models covered in this manual, are warranted by Dayton Electric
Mfg. Co. (Dayton) to the original user against defects in workmanship or materials under normal use for one year after date of purchase. Any part which is determined
to be defective in material or workmanship and returned to an authorized service location, as Dayton designates, shipping costs prepaid, will be, as the exclusive
• remedy, repaired or replaced at Dayton's option. far limited warranty claim procedures, see PROMPT DISPOSITION below. This limited warranty gives purchasers
specific legal rights which vary from jurisdiction to jurisdiction,
Limitation of Liability. To the extent allowable under applicable law, Dayton's liability for consequential and incidental damages is expressly disclaimed. Dayton's
liability in all events is limited to and shall not exceed the purchase price paid.
• Warranty Disclaimer. Dayton has made a diligent effort to provide product information and illustrate the products in this literature accurately, however, such
information and illustrations are for the sole purpose of identification, and do not express or imply a warranty that the products' are merchantable; or fit for a
particular purpose, or that the products will necessarily conform to the illustrations or descriptions
Except as provided below, no warranty or affirmation of fact expressed or implied, other than as stated in the "LIMITED WARRANTY" above is made or authorized by
■ Dayton.
Product Suitability. Many jurisdictions have codes and regulations governing sales construction, installatton, andlor use of products for certain purposes, which may
vary from those in neighboring areas, While Dayton attempts to assure that its products comply with such codes, it cannot guarantee compliance, and cannot be
responsible for how the product is installed or used.- Before purchase and use of a product, review the product applications, and all applkable national and local codes
■ and regulations, and be sure that the product, installation, and we will comply with them,
Certain aspects of disclaimers are not applicable to consumer products- e.g„ (a) some jurisdictions do not allow the exclusion or limitation of incidental or
consequential damages, so the above limitation or exclusion may not apply to you; (b) also, some jurisdictions do not allow a limitation on how long an implied
warranty lasts, consequentially the above limitation may not apply to you; and (c) by law, during the period of this limited warranty, any implied warranty of implied
merchantability or fitness for a ,particular purpose applicable to consumer products purchased by consumers, may not be excluded or otherwise disclaimed.
Prompt Disposition. Dayton will make a good faith effort for prompt correction or other adjustment with respect to any product which proves to be defective within
limited warranty: For arty product believed to be defective within limited warranty, first write or call dealer from whom the product was purchased. Dealer will give
additional directions, If unable to resolve satisfactorily, write to Dayton at address below, giving dealer's name, address. date, and number of dealer's invoice, and
e describing the nature of the defect Title and risk of loss pass to buyer on delivery to common carrier, If product was damaged in transit to you, file claim with carrier.
Manufactured for Dayton Electric Mfg. Co., 5959 W. Howard St., Niles, Illinois 60714 tLS.A.
Form 553764
o 1996 W,W,Gr
Printed in U.S.A.
01003
0696i082vCPv?
er, Inc,
2t4S05
TEEL®

511 East Main Street
Marshclllcwn, IA 50159
(515) 75241291
FAX [phone]
f .a., MANN Division K nrnA.w-evs1 ire
JOB
NEAC/FT
PUMP WGT
SUB
A
DATA
P«np 2' RCO6
pirtormance OEINS
EL#
IMPELLER DIA
FOAM 1e03-z
GPM
HP
ELECTRIC
MOTOR .-
RPM
DIMNS1ONS
MATERIALS OF CONSTRUCTION:
STANDARD
CASE CAST
ADAPTER CAST IRON
IMPELLER BRONZE
SEAL BUNA N,.
SLEEVE BRONZE
CAST IRON
EPT, VITON
STAINLESS
C111MNG PRESSUR
STD. SEAL TEMPERA
OPT. SEAL TEMP., EPT O0
MOTORS
175
225 DEG. F
VPr©N.s400`F
ALL STO.
NEMA MOTORS

Mapco
by. David Allen
r._► MVP' R6-2
TYPF ..SPFFt7• CLOSEECPL 3500
PUMP Size: 2.5x2 RCo6
Speed: 3450 rprn
Imp die: 4.575 in
Max Temperature: 250 'F
Max Pressure. 175 psig
Max Sphere Size: » in
Specific Speed Ns: -
Suction Nss: -
Suction size: 2.5 in
Discharge size: 2 in
DESIGN POINT
Flaw: 150 gpm
Head: 69 ft
DATA POINT
Flow: 150 gpm
Head: 72.9 ft
Eff:62 %
Power, 4.5 bhp
NPSHr: 8.3 ft
DESIGN CURVE
hutoff Head: 87.4 ft
Pressure: 37.9 paig
Flaw: 32.3 gpm
52 %eft @ 129
x:4.8Drip 184
AX DIAMETER
12.6 bhp 254
10
PUMP DATA SHEE>!
MEPCO 80 Cycle
>4.5
Flow
gpm
180
150
120
90,0
80.0
PUMP -FL© ver 5.04
File: (untitled)
Aug 20, 1997
Catalog: MEPCO60 v. 3.5
fl 1 Wat r Imp: 60'F
SG: 1
vsc 1.122 cP
vapor: ©.256a psi
atm: 14.7 psi
NPSHa: -ft
PIPING Pressure: - psi
Suction slew: - ft
size: in
Discharge size: in
PERFORMANCE EVALUATION
Speed Head Pump Power
rpm f1 %eff ©hp
3450 01.5 61 4.6
3450 72.9 52 4.5
3450 82.1 61 4.1
3450 88.4 56 3.6
3450 89.6 42 3.2
NPSHr
ft
9,8
8,3
5.9
5.4
4.0
%eft
so
30
to
n.b
P',h
5p
h
3
3
Motor Power Hrs/yr
%eff kW
Cost

11111111111111
MIN
111111111111111111111111
rEna1111111111111111111
1111111111011111111111
TOTAL P.84

Single and Double
Hayward glass reinforced poi ypropy
lene bag filters feature a unique, one
piece, seamless body rated at 225 pal.
A metal filter housing will ultimately
rust or corrode and contaminate the
process media. There is no danger of
this happening with Hayward's low
cost. high quality all plastic bag filter.
It will never mat or corrode and
compromise the quality of the filtrafIrnn
system.
The filter was designed for easy
service. A hand removable cover and
built-in basket and bag handles makes
bag change out fast and easy. No
tools are needed and the filter Is back
in service in a matter at minutes. The
external cover threads are not
contact with the process media
eliminating the need for cleaninrg pant"
time the bag is changed. For extra
strength the cover teatures specially
designed buttress style threads..
Installation is quick using the rugged.
bottom mounting flange. The innova-
tive. integrally molded support bracket.
mniint {trnvir1PR far an inatailatinn that
is secure and rigid.
The filter comes complete with an all
plastic, polypropylene vent valve
installed on the cover. The valve has a
1i4" tap for the installation o1 a gauge.
Non woven, polypropylene felt bags
are available in 5, 10. 25. 50 and 100
micron ratings. Using a different type
bag is not a problem. The retaining
basket rise a universal seat that works
with almost any 7" diameter bag.
Engineering
Specification
All bag filters shall be made of glass
reinforced PPL and be rated at 225
psi. The vessel body to be one piece,
non fabricated, with external cover
threads. Filter mounting flange is to
be an integrally molded part of the
filter body. Piping connections and
drain to be 2" NPT Cover to be
removable without the use of tools.
As manufactured by Hayward indus-
trial Products, Inc.
Technica
Filters
Feature
• All-piasty sns a on
• Hand"rrmovabte cover
• Integral mounting flange
• Integral basket handle
• External ever threads
Options
• Vent gauge
• Pressure differen
• Pressure differen
• Support stand
• Duplex model
Parts List
1 Vent valve wit
2 Cover
JBody
4 Basket
5 Viton "©" ring
6 Bag retainer
7 Viton "©" ring
pecifications
ag Size:
Basket Open Area Ratio:
Drain csanrnctiort:
Piping connections:
Material of Construction:
Mounting flange:
Pressure rating:
VWA Ofl•
Single length, 7' x 1
Double length, 7" x
Single length, 28:1
Double length, 60:1
2' NPT
2" NPT
Glass -reinforced polypropylene
Integrally molded
225 psi. non shock at 70F
2.0 sq. ft
4.1 sq. ft.

i
I How To Select
Step One: Chuck the chart on the right to make Buie that the to
pressure of the application fasts within the OK range.
Step Two: Determine the flow rate, in GPM, of the system into which the
bag filter is to be installed. Hayward single and double length bag filters work with
flows of up to 100 GPM, ►f the systems flow rate is greater consider using two or
more fitters mantfolded together, For example. if the system flow rate is 150 GPM
using two manifotded filters would reduce the flow to a manageable 75 GPM
through each.
Step Throe: Select the bag. Ha
100 micron ratings. The bags are m
They are double stitched and heat treat
sealed to prevent contamination in shippi
a double length 4.1 square feet.
Step Four Consider start up pressure lose. bag filters are typically sized so that there is a 2 psi or less pressure
loss across them with a clean bag installed. Keep in mind that this is just a guide. Remember that In most applications
filtration efficiency fads off at about 8 to 10 psi loss and bag change out should take peace before a 20 psi Toes is
reached. When in doubt select the filter with the lowest pressure loss. The time between bag change outs for a double
length filter is more than twice that of a single length filter in the same application.
Step Frve: Calculate start up pressure I+eus. To figure
the total pressure loss across the filter with a clean bag re-
quires making two pressure loss calculations and adding them
together, i,e.. the lass across the filter vessel without a bag and
�er
p
raturel
d bags are available in 5, 10, 25, 50 and
m nonwoven polypropylene felt material.
o minimize fiber migration. All bags are individually plastic wrapped and
nd handling. A single length bag has a surface area of 2.0 square feet and
Chart Numia. One -Vessel Pressure Lose
Table Number One -Vessel Viscosity Correction
Yiseasrgr in CPSS 200 400 $00
‘,,,,Correction Factor
Chart Number Two -Barg Pressu
Table Tk+ro-bag Viscosity Correction
the bag loss.
First Use the system flow rate and Chart Number One to
determine the loss across the filter without a bag (single and.
double Length t6lter vessels have virtually the same pressure
loss without a bag). Example: A flow rate of 30 GPM results in
a .4 psi pressure loss. If the process media is water or has a
viscosity less than 200 cps, that's it. If the viscosity is greater.
select the correction factor that matches the process media
viscosity in cps units from Table Number One. Multiply the
pressure drop by this correction factor.
t 00 Second: Single and double length filter bags have different
pre du,a ivc,. Use Chart Number Two to dotorrrtino the
pressure Toss per square foot of bag surface. Example: With a
system flow rate of 30 GPM, a 5 or 10 micron bag would have
a .2 psi loss per square ioot.This loss is idedby factors.0tor a
are
single length bag or 4.1 for a double length. These
the respective surface areas, of the bag, in square feet. The
loss for a single bag would be .1 psi (.2 - 2,0) and .05 tor a
double (.2 — 4.1). For fluids with visccsitles ether than water
select the correction factor from Table Two and multiply
th800 e cps
pressure drop by it, Example: if the fluid viscosity
were the pressure loss for a single length oag would be 5.0 psi (.1 x
50.0),
Last Add the pressure loss of the vessel and the bag together
to get the pressure loss across the filter with the beg installed.
rune d oy iSA $79.C7 tat . vcodure and
0 r,% p vary or adedc1 0'.

OCT 1
CALL
cALG©N CARBON GCRPORA'1©N
Ff? ON CORP
GENERAL DESCRIPTION
Calgon Carbon Corporation's Cyclesorb FP2 is a compact.
portable liquid treatment unit that contains all the essential
elements of a fuel scale carbon adsorption system, Containing
2000 pounds of granular activated carbon, the Cyclesorb FP2
can treat up to 60 gpm for removal of dissolved organic
contaminants. When treatment is complete, the Cyclesorb FP2
becomes a convenient shipping container which can be returned
to Calgon Carbon for safe reactivation of the spent carbon,
The Cyclesorb FP2 is ideal for many low flow or shoe
duration treatment projects, including;
▪ Groundwater contaminated by leaking
underground storage tanks
• Wastewater stored in tanks or lagoons
• Chemical spills
* Small wastewater or process streams
* Storage tank or pipeline washing
• Off -spec product batches
• ©echlorination or decolorization
* Pump tests
• Feasibility or pilot plant studies
* Acd Puril+cation
FEATURES
Flexibility - The Cyclesorb FP2 treats the liquid downtlow
through a fixed bed of granular activated carbon, and therefore
can handle varying flows and on -off operating conditions. The
units can be arranged in parallel to treat higher flows, or can be
connected in series to optimize carbon usage,
Recommended Design - The Cyclesorb FP2 has flexible
connections to the FRP vessel to eliminate potential for piping
stress on the vessel, and a metal frame to protect the FRP vessel
from damage during shipping and handling.
Corrosion Resistance - The Cyclesorb FP2 adsorber is
evade from fiberglass -wrapped polyethylene, and the piping and
other accessories are made from industrial plastics to give the
system the capability to handle a wide range of corrosive
wastewaters or liquids,
Higher Operating Pressures - The Cyclesorb FP2 adsorber
vessel is rated to 150 psig in accordance with NSF-44 Standards,
and the prepiped assembly has a maximum operating pressure
of 75 psig at 140°F.
Granular Activated Carbon - The Cyclesorb FP2 unit can
be provided with any of Calgon Carbon Corporation's extensive
product line of granular activated carbon, A Technical Sales
Representative can assist in selecting the most cost-effective
carbon for specific applications.
Sale Spent Carbon Handling- When treatment is complete,
the Cyclesorb FP2 becomes the shipping container for the retum
of the spent carbon to a Calgon Carbon Corporation reactivation
facility, This feature eliminates the need to handle spent carbon
at the site. When returned to Calgon Carbon Corporation, the
spent carbon is safely reactivated, and all the adsorbed
ntaminants are therrnatI dest
CALG0t+ CARBON COAPCyP« T + P,G7. 6C3x 717 • P
'3082374646 TO 17043571622 P . 024
U\U=1 • • L,
CYCLESORBSM FP2
Service or Purchase Options - The Cyclesorb FP2 is
available on a service or purchase basis. With the service option,
Calgon Carbon Corporation retains ownership of the unit, takes
responsibility for inventory and maintenance, and provides a new
unit when the spent unit is to be removed so continuous treatment
is assured. If the Cyclesorb FP2 is purchased, Calgon Carbon
Corporation can provide refill and maintenance service.
SPECIFICATIONS
Granular activated carbon per unit ................. 2,000 lb (908 kg)
Maximum operating pressure ,.....,.a 75 psig (517 kPa) 1 t0° F
Pressure relief ..................W.,..n, Graphite rupture disk @75 psig
Vacuum rating ,,,,,,,,,,,,,,,,,,,,, Must be protected against vacuum
Temperature rating .............................................. 1404 F (60°C)
Wetted parts materials ........................ High density polyethylene
polypropylene, PVC, graphite, viton,
ethylene propylene rubber
Connections .................................. 1 1/2" Kamlock (inletlouttet)
t/2" FNPT (sample/vent/drain)
2" Kamlock (carbon fill)
3 FNPT (carbon discharge)
Frame ............................................. Epoxy Mastic painted metal
Strap Materials........................................................... Polyester
Frame dimensions, ,69" X 69" X 92" height'
(1750 mm x 1750 mm x 2337 mm height)
Lifting ...................... Fork lift truck or crane (2 eyelets provided)
Weights ..................„.......,,..,....,...,..... Empty. 1,750 tb. (795 kg)
With dry carbon (ship): 3,750 lb. (1700 kg)
With wet, drained carbon (return): 5.750 lb. (2610 kg)
Operating: 8,100 lb. (3675 k
PA ISPu-t0NE 1400,4CA BoN

OCT 16 '01 10:16 FR CALGON CARBON CORP
90E32374646 TO 17043571622 P.. C13/04
RETURN FOR REACTIVATION
The Cyclesorb FP2 unit serves as a safe and convenient
shipping container to return the spent carbon to Calgon Carbon
Corporation for reactivation. Spent carbon reactivation is an
integral component of the Service Agreement where the Company
provides a unit with fresh carbon to replace the unit being
returned, if the unit is purchased, Calgon Carbon Corporation still
able to offer exchange services incorporating most of the return
and refill elements of the Cyclesorb Service,
Prior to reactivation, an acceptability test is conducted on a
small carbon sample provided with the initial Cyclesorb FP2
adsorber, which is exposed to the water or wastewater to simulate
spent carbon characteristics, After this test is complete, carbon
acceptance documentation is provided to allow return of the initial
and subsequent Cyclesorb FP2 units used in the same service,
When treatment is complete, the Cyclesorb FP2 adsorber is
drained of liquid, capped and shipped back to a Calgon Carbon
Corporation reactivation facility, The Company's Flexible Service
Plan also offers services such as transportation assistance and
on -site exchange services, A Technical Sales Representative
will be able to review the many options available for purchase,
service, return and carbon exchange,
At the reactivation facility, the spent carbon is Merrnally
reactivated and the adsorbed organic contaminants are destroyed.
The Cyclesorb FP2 units are cleaned, inspected, maintained and
returned to inventory, Cyclesorb FP2 units are then taken from
ready inventory, filled with the specified carbon and provided to
tee next Service customer for replacement or start of treatment,
0
cr
0
w
cc
cc
FLOW IN kivilriiFi
0
15
CYCLESORS FP2
WITH 2,000 LB, OF GAC
20
41)
FLOW IN GAL/MIN
7
0
40
t
20
10
SC
KILOPASCALS,(
PRECAUTIONARY STATEMENTS
Do not strike vessel or subject it to impact, as such practices
will damage the structural integrity of the unit.
Bolted connections should be inspected prior to operating the
system as they may loosen during shippirg.
The rupture disk must not be plugged or restricted, as the
system must be able to relieve overpressurization to prevent
component failure or vessel rupture, The installation must include
vacuum relief, as vacuum created by a siphon loop or other
means will cause collapse of the internal vessel wall and leakage,
The system includes flexible connections on the inlet and
Outlet. These flexible connectors should not be replaced by rigid
piping, as expansion of the vessel under pressure could cause
damage to the piping or the vesset„
SAFETY MESSAGE
Wet activated carbon preferentially removes oxygen from air In closed or partially closed containers and ves,sels, oxygen depletion
may reach hazardous levels, If workers are to enter a vessel containing carbon, appropriate sampling and work procedures for
potentially low oxygen spaces should be followed, including all applicable federal and state requirements,
Domestic Saks Offices
Region I
Bridgewater, NJ
Tel (908, 526-4646
Fax [phone]
Region 11
Pittsburgh. PA
Tel [phone]
1-800-4-CARBON
Fax [phone]
Region 111
Richmond, CA
Tel [phone]
Fax [phone]
Region IV
Houston, TX
Te[ (713) 8904000
Fax [phone]
1-800-4-CARBON
www.calgoncarbon.com
International Sales Offices
Australasia/Philippines/ China/Korea/Taiwan Japan
Southeast Asia Calgon Carbon Asia Calgon Far East
Calgon Carbon Asia Tokyo Office Tokyo Office
Singapore Office Tel [phone] Tel [phone]
Tel [phone] Fax [phone] Fax [phone]
Fax [phone]
Europe Latin America
Canada
Chernviren Carbon Pittsbungh, PA
Calgon Carbon Canada B-1200 Brussels, a-)gium Tel [phone]
Bolton,, Ontario Tel [phone] Fax [phone]
Tel [phone] Fax [phone]
Fax [phone]
Calgon Carbon Corporation's activated carbon products are continuously being improved and changes may have taken place since
this publication went to press,

4lerse
PRODUCTS INC.
FEATURES
Patented. Retro-Thrust' design for
better accuracy, long Life.
Tamperproof, moisture
resistant register.
Durable, corrosion resistant
bronze case.
Compact models for installation
flexibility.
Modular design for easy servicing.
Accurate over a greater tempera-
ture range than conventional
piston or disc meters.
Turbine design allows sand and
other small debris to pass through
the meter without affecting
operation.
Light weight for easy installation
and lower freightlhandling costs.
Flexible register clamp band
permits positioning of register for
convenient reading.
AWWA C701 class 1.
Model MR
Magnetic Drive Vertical
Turbine Meter
Sizes 3/4 1' -1 /2,P 2„_ 3 _ 4'-- 6"
DESCRIPTION
The Hersey Model. MVR series Magnetic Drive Vertical Thrbine Meter is
smaller, lighter, and more efficient than conventional displacement type water
meters. The all -bronze case holds the Dura-DriTM register, which is permanently
hermetically sealed between a glass dome and metal housing.
The measuring chamber features a noryl plastic inlet hub, polypropylene rotor
and strainer (some models offer a stainless steel strainer).
Easy and economical to maintain, both the register and interior components
can be replaced without removing the meter from the line. MVR measuring
chambers operate accurately in temperatures up to 130°F and are unaffected
by sand and other small debris that jam other meters.
OPERATION
In normal operation, the polypropylene rotor is the only moving part of the
MVR exposed to water. Hersey's exclusive Retro-Thrust® design promotes maxi-
mum operating life by virtually eliminating wear on the thrust bearing at high
flow rates. At low flow rates the rotor's tungsten carbide thrust bearing floats
against the sapphire bearing for highest possible accuracy.
The all bronze case houses a magnetically -driven register with center sweep
hand, straight reading indicating either cubic feet, cubic metres, or gallons.
APPLICATION
The MVR can be used for any commercial or residential installation where
space is tight, where flexibility is needed to meet required flow ranges, where
water temperatures are elevated between 80 ° F and 130°F, or where sand
particles or other small debris may be a problem.
r E-r — a nr rArtrt c c_ "I -S s ueAf-As
uS E r e/Ae. 3 P/PE. P/ 4'-7-, -,4�- /At fig.' -'F
T4tirt 4 4 -r "reg.
11

Model MVR
PERFORMANCE (Performance curves are typical only and not a
Accuracy — 3/4" and 1"
2.14"
10 20 30
RATE OF FLOW—U.S. GPM
Accuracy —11h"" and 2"
102
c100
cc 96
co
ua
96
¢94
z 92
w
90
cs
a 88
86
0
20 40 60 80 100 120
RATE OF FLOW— U.S. GPM
Accuracy — 3" and 4"
102
100
0 98
Ui
cr 96
Lj 94
592
90
cc
w 86
0
CC
w
Q.
0 100 20Q 300 4
ATE OF FL U.S. GPM
Accuracy — 6"
50
40 160
ai.
0 100
1
Head
6
4
2
4
2
111111111
111111111111
uu11111111uI
� ii
1111111111
IWA--M
1111111E�111111
of performance)
Head Loss —s/4' and 1"
MI
II1-------'-
111MEM
-NE
RATE OF FLOW—U.S. GPM
"and 2"
20 40
ATE OF FLOW--U.S. GPM
Head Loss-3" and 4"
50 100 2`00 300 400
ATE OF FLOW—U.S. GPM
Head Loss —6"
160

Magnetic Drive Vertical Turbine Meter
D
ENSIGNS
SIZE
(Model)
Maximum
A (Standard)
A (Compact)
and 1"
(MVR 30)
71tz"
1"
(MVR 50)
4114"
23/a"
51h"
Standard
DIMENSIONS 11,2" and 2"
SIZE
(Model)
Maximum Width (female)
Maximum Width (2-bott)
A (Sta
A (Compact)
A (2-bolt)
SIZE
(Model)
Maximum Width
(MY
"
13"
24e"
(MVR 350
101/2n
17"
6114"
4"
(MVR 650)
14"
Standard
2-Bolt Flanged
6"
WEIGHTS
SIZE
Model)
Net Wt. Compact, Lbs.
" 11
(MVR 30) (MVR 50) _MVR 100
Net
2
12
r
10
11
Compact
(MVi 160
16
Compact
4"
(MYR 650)
MVR 1300)
rose Wt. 2-bolt, Lbe.
12
14

N ode1 MVR
MATERIALS AND SPECIFICATIONS
. bronze 314"-6"
. plastic 31+"-6"
. plastic 3i4"-6"
........... . .. plastic
plastic 314"-4"; bronze - 6"
....... , . , . stainless steel
plastic 31+"-11/2"; stainless steel 2"-6"
.. 314": external straight pipe
threads (only); compact 1l2,
31+, or 1" spuds; standard 3/4 or
1" spuds; bronze meter coup-
lings available
1": external straight pipe
threads (only); compact and
standard 1" or 11/4" spuds;
bronze meter couplings avail-
able.
1112": internal taper pipe threads
(only); standard or compact
11/2" NY1'. flanged with cast
iron or bronze two -bolt oval
flange; two -bolt companion
flanges cast iron or bronze
available.
lieter case .........
easuring chamber
Register ..............
Register box and lid , ... .
Casing bolts ......
Strainer ...
End detail
AA01013 :n r7 C A
End detail . .
Thmperature range ......... .. .
NOTE: Hersey Magnetic Drive Vertical Ttrrbine water meters complywith
the latest standards adopted by the American Water Works Association
Standard C-701, Cold Water Meter/.
We reserve the right to add or discontinue meter modals and rite/, and to
change manufacturer's specifications without notice.
For warranty information, refer to Hersey Water Meter Catalog.
2": internal taper threads (only);
standard or compact 2" NPT.
flanged with cast iron or
bronze two -bolt oval flange;
two -bolt companion flanges
cast iron or bronze available.
3", 4", 6": End flanges ANSI class 154
standard. Companion flanges
(optional) ANSI class 125,
cast iron or ANSI class 150,
bronze.
g pressure .... ..... 160-175 psi-3/4",
1" and 1112";150 psi - 2", 3", 4" and 6"
33*-130°F
For the name of the Hersey representative nearest you, call:
1-704-278-9611
© Hersey Prodcts, Inc.
-1-te
rseyPU Box 128, Highway 7(l
PRODUCTS INC. Cleveland, NC 27013
A Grinnell. compar

»»»» GUOTATIQN ««««
Item
No,
1)
O'MEGA ENGINEERING, INC.
One Omega Drive, Box 4047, Stamford, CT 06907-0047
[phone] TELEX: 996404 CABLE: OMEGA FAX [phone]
http://www.omega.com E-Mil: temp@omega. cam
ISO 9001 CERTIFIED
ENGINEERING Date 08/21/97
TE 300
2801 YORK1+1 NT RD
8 600
CEEAROTTE NC 28208
FAX To M/KE ARMOUR
FAX No. [phone]
Quote No. Q708920713
Your No. ARMOUR
In response to your inquiry we are pleased to submit the following:
(Terms) NET 30 Pending credit approval (F.O.B.) STAMFORD
Qty Deec
1 OMA-Pi104
4 ALERT INPUT DESKTOP MONITOR
Est. Ship
Date A.R.O.
2) 1 OCW-1
EXTENDED 1 YEAR WARRANTY
3) OCW OPTIONAL EXTENDED WARRANTY
EI.S QUOTATION IS VALID FOR 30 DAYS
! ! ! PROTECT YOUR INVE5
et Unit
Price
Amount
1 Week
95.00 EA
395.00
1 Week 39.00 EA 39.00
TOTAL ANT 434.00
ON ITEMS OUT OF WARRANTY COULD COST YOUR
DITIONAL TURN AROUND TINE AND MONEY!
TO 3 YEARS OF ADDIITIONAL WARRANTY COVERAGE.
ASK YOUR SALES REPRSENTA'IVE FOR MORE DETAILS.
tal warranty coverage may not exceed 5 years on any one, item
and is only available on select instruments.
Please refer to the QUOTE# Q709920713 1-800-872 -9436 XT7775
when placing this on order.
From PETER L.VICCARO
Omega Engineering, Inc. offers this quotation in accordance with published
terms, conditions, limited liability, and warranty statements as reflected
in our handbooks. Omega Engineering cannot be held responsible for customer
imposed requirements unless agreed to in writing in the body of this quotation.

= ai v/
«a; > «>
eG; ,

VVGIBB r up Member

OCT 16 "C1 10:15 FR CALGON CARBON CORP 90E32374646 TO 1' 0435"r'1622 P.01✓04
CALGON CARBON CORPORATION
Subject:
To:
FAX
Matthew Gustis
LAW Engineering and Environmental Services, Inc.
704-357-1622
From:.
Stephanie L. Carr
Date:
October 16, 2001
Pat es:
4 (including cover page)
Internet Request - 50 GPM Groundwater From Construction Dewatering
The estimated carbon usage rate to remove the 81 ppb PCE and 7.9 ppb chloroform
is 10 Ib. AO-30 carbon per day, or about 3700 Ib. carbon/year. We recommend the
use of 2000 Ib carbon adsorbers, two in series which will give you a total empty bed
contact time of 20 min at 50 gpm.
We can offer these adsorbers on either a service (rental) basis or as a direct
purchase. The service option involves a placement fee per adsorber upon order of
fresh units, a monthly fee per month the unit is on -site and return of the total spent
unit to a Calgon Carbon reactivation facility for reactivation of the spent carbon.
There is no carbon handling required on -site. A product bulletin for the Cyclesorb
FP-2 unit is enclosed as well as a price sheet. The customer pays freight both ways
and a one time carbon acceptance fee ( spent carbon acceptance testing is required
prior to return of the first unit) of $400 for non-RCRA hazardous spent carbon and
$1000 for RCRA spent carbon.
We can also offer for purchase, two SP-2 adsorbers ( each one is 4 ft diameter, 75
psi ASME coded lined carbon steel adsorbers, holding 2000 lb carbon per unit) and
a connecting pipe/valve rack for $30,000-$35,000.
As you indicated in your e-mail, you will need a prefilter for asp prior to the
carbon adsorbers.
If you have any further questions or to place an order, please contact Mr. James
McNeill, Sr. Account Manager at 919-661-0278. Thank you for your interest in
Calgon carbon's products and services. You can also visit our website at
www.calgoncarbon.com.
Stephanie Carr
Applications Engineer
Phone: [phone] X 11
Fax: [phone]

SOC PRIORITY PROJECT: Yes No X
To: Permits and Engineering Unit
Water Quality Section
Attention: Natalie Sierra
Date: July 18, 2001
NPDES STAFF REPORT AND RECOMMENDATION
County: Mecklenburg
MRO No.: 01-89
Permit No. NC0087513
PART I - GENERAL INF0RMAT1ON
Facility and Address:
The Boulevard Company (@ 715 North Church, LLC)
200 West 10th Street
Charlotte, N.C. 28202
2. Date of Investigation: 07-17-01
3. Report Prepared By: Samar Bou-Ghazale, Env. Engineer I
4. Persons Contacted and Telephone Number: Mr. Matt Gustis, with Law Engineering Inc.,
Tel# [phone].
Directions to Site: From the intersection of Hwy 49 and 10th Street (Downtovvn Charlotte),
travel west on 10th Street one block to the building located on the right (200 West 10th
Street).
6. Discharge Point(s). List for all discharge points:
Latitude: ti,
Longitude: 6 - ';" )
Attach a U.S.G.S. map extract and indicate treatment facility site and discharge point on
map.
USGS Quad No.: G 15 NE USGS Quad Name: Charlotte East, N.C.
7. Site size and expansion are consistent with application?

Topography (relationship to flood plain included): Sloping at the rate of 2 to 4%. The site
is not located in a flood plain.
9. Location of nearest dwelling: Several buildings and businesses are located within 500 feet
of the site.
10. Receiving stream or affected surface waters: Sugar Creek,
a. Classification: C
b. River Basin and Subbasin No.: Catawba 03-08-34
c. Describe receiving stream features and pertinent downstream uses: Discharge will
be into a storm drain leading to Sugar Creek. The receiving stream was not
evaluated during the site visit.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 a. Volume of wastewater to be permitted: 0.072 MGD (Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater treatment facility? N/A,
c. Actual treatment capacity of the current facility (current design capacity)? N/A.
d. Date(s) and construction activities allowed by previous Authorizations to Construct
issued in the previous two years: N/A.
e. Please provide a description of existing or substantially constructed wastewater
treatment facilities: The proposed wastewater treatment facilities will consist of a
surge tank, a bag filter, two activated carbon vessels and a flow metering device.
Please provide a description of proposed wastewater treatment facilities: N/A
g. Possible toxic impacts to surface waters: Discharges of this nature have been shown
to be toxic.
b. Pretreatment Program (POTWs only): N/A.
2. Residuals handling and utilization/disposal scheme: Generation of residuals is not expected.
Treatment plant classification (attach completed rating sheet): Proposed, no rating given.
NT' ES Permit Staff Report
Page 2

Treatment plant classification (attach completed rating sheet): Proposed, no rating given.
4. SIC Code(s): 4952
Primary: 11
Main Treatment Unit Code: 005600
PART HI - OTHER PERTINENT INFORMATION
Is this facility being constructed with Construction Grant Funds or are any public monies
involved (municipals only)? N/A.
2. Special monitoring or limitations (including toxicity) requests: N/A
Important SOC, JOC or Compliance Schedule dates: (please indicate) N/A.
4. Air Quality and/or Groundwater concerns or hazardous waste utilized at this facility that may
impact water quality, air quality or groundwater? Contaminated groundwater already exists
at the site, GW comments should be obtained. No hazardous materials will be employed.
PART IV - EVALUATION AND RECOMMENDATIONS
The Boulevard Company is requesting an NPDES Permit for the discharge of treated
groundwater at 715 N. Church St., Charlotte.
A Barium concentration was detected at 0.088 mg/1 on March 20, 2001. Also, a
Tetrachloroethene concentration was detected at 4 ppb on June 4, 2001 according to Law
Engineering .
It is recommended that the NPDES permit be issued pending review by the Groundwater
Section.
Signature of Re reparer
Water Quali
egional Supervisor•
NPDES Permit Staff Report
Date
Date
Page 3

1r. Chris Branch
The Boulevard (4,) l5 Nc:t
200 West 10's Street
Charlotte, North Carolina
Dear Mr, Branch:
NCDENI
h Church, 1al.C:
Michael F. Easley
Governor
William G. Ross,, Jr.,, Secretary
North Carolina Department of Environment and Natural Resources
Kerr T. Stevens, Director
NC IDEP1pt ..teruality
AND NATURAL RESOURCES
MOORESVILLE RECoOttF,f,, OFFICE
MAY 0 1
NPDL S 1'erari l li `i
Perrrsit NC0087513
715 North. Church site
Mecklenburg County
0
EC N
The Division receivedyour perrnit application and fee of $15.00 (paid by check # 242C131j on April 23,
2001. Thank you for submitting this package, Ms. Natalie Sierra of the NPDES Unit staff will teeicw the
application. Ms. Sierra will contact your Authorized Representative (Darren Steinhilber of LAW
and.Environmental Services, Inc.) if further information is needed about this project,
Please note that the NPDES Unit has consistently had at least 2 (and as many as 5)
mid-1998. Our remaining permit vritcrs tare currently cam ing extremely heavy workload
expect severe delays in handling rec:lue.st, be arc that your application is one of mat
currently reviewing.
If you have any additional c u
733-5083, extension 551.
CC:
Csentral
5
cc
vill Regiona:i Office/Watt,t f ual.it7 Section
NPDES Unit
Darren Stcinhilher
N. C, Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet: Nh2o.enr,state.nc.us
ub}ect an.
Sincerely,
c
ntpc
While we do not
that Nis.
ntact Ms, Sierra at ((919)))
Phone: [phone], extension 511
Fax: {919) 733-0719
e Rrrail: charles.weaver@ ncmail,nei

'CATIONI DISCHARGE ER T
DEWATER1NG TREAT ENT SYST
715 N CHURCHSTREET
CHARLOTTE,
pa ed for#
rt lina Depart of Envir• n
and Natural sources
(ir ttnent of t
and Enginee
Raleigh, ►rr
eering and Lit ir'ca r
Charlotte, No hCar (
L\
Ai 4, 21)0
r
30100 )272

April 4, 2001
Mr. David Goodrich, Supervisor
Permits and Engineering Unit NPDES Section
North Carolina Department of Environment and Natural Rev,"
Division of Water Quality
512 North Salisbury Street.
Raleigh, North Carolina 27604-0535
Subject:.
Application for NPDES Permit
715 North Church Street
Charlotte, North Carolina
LAW Project 30100-1-O272
Dear Mr, Goodrich:
Enclosed please find a copy of a completed y"atio,arr1 Pollutant Dischar� etn
(NPDES) Applacat.iorr for Permit Discharge Short Form C-CAW' for the subject. property. This
application is being submitted on behalf of The Boulevard Compare• by Law Engineering and
Environmental Services, lnca (l AW). The Boulevard Company is the responsible party of record
for the 715 North. Church Street property.
Background Information
The subject site, located at the. 7O0 block of North Church Street in C:ltrtrlorte, North Carolina
(Figures 1. 2 and 3,), consists of approximately 1 acre of land with frontage- en West 10th Street,
Church Street. and West 1 1 th Street in the downtown area. Construction for a proposed 8-story
building ca?tratwlex for office'reside
activities
'atering of the si
the construction of 3-4 subsu
portion of the site
Girl s
are not unto•
•r at
at the site in March 2001. Construction
a depth ea trivalent to approximately four stories below
rking. A one-story brick building
built itr 1957 is currently 'located on the southern porti+,rn of the site, and the northern
Prior to the construction of the current building, the site
lcrpment. 1.)lnknown or `"orphan'
properties ,with historical residentia
tanks (IJS"Is)
seyuently, an

715 North Church Street - Application for NPDES Discharge Permit April 4. 2001
LAW Project .^Vo. 30100-1-0272
approximately 550-gallon UST has recently been 'found at the site and has been removed,
However,there are no further indications that the past or present uses of the site created
recognized environmental conditions that would impact the site.
Nevertheless, the past and present uses of the surrounding properties may have created
environmental issues that could impact the site, The dewatering activities currently taking place
on the subject site will cause a hydraulic gradient that could potentially influence the migration of
possible nearby dissolved constituents toward the subject site. At many construction sites
currently being developed in downtown Charlotte, including the Three First Union, First Union
Coalitions, and Gatewa.y Village sites, low concentrations of contamination were originally
detected, .A.s construction continued and dewatering progressed, constituent concentrations at a
few of the downtown sites increased.
In the past, developers who experienced this type of situation could file for an interim permit
through the local Publicly Owned Treattnent Works (POTW) [i.e,„ Charlotte -
Mecklenburg Utility Department (CMUD)] until an NPDES permit from the North Carolina
Department of Environment and Natural Resources (NCDENR) is issued, In a letter dated July
28., 2000. CARA) informed LAW that effective May 1, 2001, all permitted discharges of
rcmediated around water, contaminated ground water, subsurface drainage, or reinediated surface
water to the sanitary sewer must. cease, Discharge of these wastewaters after May 1, 2001. will be
a violation of the City of Charlotte Sewer Use Ordinance Prohibited Discharge Standards, Section
23-45 (b) (14). A copy' of this letter is included as .Attachment A. Due to the possibility of
impacted ground water potentially: migrating to the site during dewatering. LAW is pursuing an
NPDES permit from NCDENR as a proactive measure.
Site investigations for potential ground -water contamination are often performed prior to
construction. These site investigations normally consist of a Phase I Environmental Site
Assessment (ESA) that includes a site reconnaissance and a regulatory file review, however, the
scope of site investigations are usually up to the discretion of the property owner. Previous
environmental assessment activities conducted by LAW at the subject site included a Phase I ESA
and the removal of one orphan LIST. During the ESA, a site reconnaissance and regulatory, file
review of the area discovered a dry cleaning business that has been located on the eastern corner of

715 North Church Street - Applicatwnfor NPDES Discharge Permi
.LAWProject No, 30100-1-0272
April 4. 2001
the intersection of North Church Street and \Vest 1 lth Street, approximately 500 feet away from
the subject site, since 1950. This discovery increases the possibility' that as the dewy°atering
continues, a cone of depression may develop that rrtay induce the migration of contaminated water
toward the subject site.
A deevatering
c
sisti
9 wells, thirty= feet on center bordering all sides t f the
property, has been installed on the site property. An initial ,ground -water sample was collected
from the dewatering system on March 2,0, 2001, for the laboratory,' analysis of petroleum
hydrocarbons and volatile constituents according to EPA Methods 601/602 and the 8 Resource
Conservation and Recovery Act (RCRA)metals. Results of this initial ground -water sample,
provided as Attachment £3, indicated that ground water at the site was not impacted by either
dissolved -phase petroleum or chlorinated solvent constituents. Barium was detected on site at a.
concentration of 0.088 milligrams per liter (mg'L1, below the North Carolina 2L ground-ww°ate-r
standard for barium of 2.0 mg/L. Weekly sample collection and laboratory analysis of ground
water removed by the dewatering system k
migration of constituen
In addition to the inforination
fallowing supplemental infon to
.�tttlirted in the Permit Discharge
oundinu. sites.
necl it
for six months to monitor for the possible
ached forms, LAW respectfully subm
regarding the proposed treatment system in the general order
Form C-GW.
A: A Report of Alternatives to Surface-N4"ater Discharge
'The following report of alternatives to surface discharge will be outfitted in the same format as the
Crud nzce for I v°oluutfor7 of t astewvater Diliposal.AI'reerrrctti
General Information
Aa Provide the following:
me — 715 North Church Street
klenburg
Facility` Address -- 715 North Church Street, rv'h trlo
Report Preparers Name— Darren Steinhilber,

715 North Church Street - Application NPDES IJichwge Permft April 4. 2001
LA 111/ Project No..30100-1-0272
5. Report Preparer's Mailing Address and Telephone Number - LAW Engineering and
Environmental Services, Inc. 2801 Yorkmont Road Charlotte, North Carolina 28208
[phone]
B. Detailed description of the project:
Project Description - Treatment and discharge of ground water recovered from
construction -related dewatering and permanent dewatering of 'below -ground parking decks
from a multi -story residential complex, If impacted ground water is produced on site
during short-term construction -related dewatering and long-term permanent dewatering,
the recovered ground water will be collected in a surge tank and forwarded by transfer
pumps to activated carbon vessels for treatment. Post -treated water will be discharged
directly to the storm -sewer system, with indirect discharge to Little Sugar Creek (Figure
3),
Justification and Demonstration of Need - Ground water could potentially be impacted
by petroleum constituents or chlorinated solvents, Historical laboratory analytical data of
composite ground -water samples obtained from 19 dewatering wells at the site indicate
that concentrations of all constituents tested are below the NCDENR limits. However„ due
to the impacted ground -water that could potentially migrate during dewatering at the site,
LAW is pursuing an NPDES permit front NCDFNR as a proactive measure, Initial start-
up of the dewatering system will produce the maximum flow, which has been estimated at
50 gallons per minute (gpm) or 72400 gallons per day (gpd). The average flow is
estimated to be 35 gpm (50,400 gpd). Permanent dewatering will likely be below the
anticipated average,
C. Not applicable
D. 'TWO phases - Temporary dewatering during construction with an estimated maximum
flow of 50 gpm and an estimated average flow of 35 gpm. Permanent dewatering with
an average flow estimate of 35 gpm or less as a function of fluctuating ground -water
elevation.
IL Evaluation of Disposal Alternatives
1 Connection to POTW — In a letter dated July 28. 2000, the local POTW authority (i.e.,
CMUD) informed LAW that effective May L, 2001, all permitted discharges of
remediated ground water, contaminated ground water, subsurface drainage, or remediated
surface Water to the sanitary sewer .must cease, Discharge of these wastewaters after May
I, 2001, will he a violation of the City of Charlotte Sewer Use Ordinance Prohibited
Discharge Standards, Section 23-45 (h) (14).
Connection to privately owned treatment works - Site located in downtown Charlotte.
3. Individual subsurface systems - septic tank - As above
4, Community subsurface systems - As above
5, Drip irrigation - both surface and subsurface - As above
6. Spray irrigation - As above
7. Reuse - As above

715 ''Niorth Church Street - Application for ;NPDES Discharge Permit April 4. 2001
LAW Project No. 301004-0272
8. Surface water discharge through the NPDFS program - Yes, see Section 11.D below
9. Any possible combination of the above options — No
10. Pump and Haul — Assuming an average flow rate of 35 gprn. 50,400 gallons will be
discharged by the dewatering system each day. With a conservative hauling cost estimate
of $0.75/gal, this alternative would cost The Boulevard Company $37,800 per day to ship
the contaminated groundwater off the site* Based on both the 'high. volume of groundwater
discharged and the high cost of hauling and disposal, this alternative is not the most
economically feasible option.
Section A - Not applicable
Section B - No available land for irrigation. Site is located in downtown Charlotte.
Section C - Not applicable. Site is located in downtown Charlotte.
Section D - Per a September 30, 1997 telephone conversation with Mr, Curtis Weaver of the
USGS, the stream flow information for the receiving stream is as follows: the 7Q10 is
0.8568 cubic feet per second (cfs) and the 30Q2 is 2.1828 cfs.
Item s 2-5 of Section D are not applicable to this project
'Section E - Not applicable
Appendices A and B - Not applicable
Section B: An Engineering ProposalDetailing the Remediation Project
Proposed va eringiRemediation Treatment System - Design and. Operation
A flow diagram of the proposed dewatering rernediation treatment system is shown as Figure 4.
Water from the temporary construction or permanent budding &watering system will he
forwarded to the proposed remediation system either by gravity transfer or by sump pump. The
proposed system will consist of a transfer tank, primary and back-up transfer pumps with on off
and high -high float switches, bag filter system, two liquid -phase granular activated carbon (GAC)
vessels, flow -meter, and control panel that includes an automated phone dialer. Th e design
influent flow rate is estimated to be 50 gallons per minute (gpm), which is the estimated maximum
flow during initial construction &watering system start-up. However, the average operational
Clow rate for the system is not expected to exceed about 35 gpm (approximately .50,000 ,g.pd).
Flow rates ranging from approximately 1.0 to 20 pro are anticipated for long term dewatering.

715 ?Forth Church Street - . pplicart on fair a" PDES charge Permit Aprif4. 2001
LAW Prop ct No, 0100-1-027,
The individual components of the rertaediationitreai
Transfer `f ank
em,art
disc
sed below:
Water from the dewaternig system will be forwarded to a tank or Vessel under pressure from
transfer pumps or sump pumps into the system transfer tank. This tank will have up to a 1 .00-
gallon capacity.
Transfer Pun
s
Recovered water will be pumped out of the tank under pressure using two 60-gpm capacity
transfer pumps. One pump will serve as pr
the other as back-up. The transfer pumps
will be operated by on/off and high -high float switches connected in a control panel, with the
on/off switches for the back-up set at a higher level on the tank. This float st arrangement
provides a safety back-up mechanise. In addition, flow control valves w°ill e installed to further
manage flow control throughout the system.
The onlcff control for the devwatering sys
ti
fer/sump pumps wv°°ill be tied to the high -high
tank (emergency off) switch in the control panel and will stop 'forward flow from the dew aterin
system until the transfer tank level has been su
pumps.
Fa filter Ifousing
lowered to reactivate the dewatermg
The influea t wwater will be pre filtered using a dual bag filter system with specifications to be
determined later. Filtration wsFilt be performed using replaceable l0-micron bag filters. Pressure
gauges will be mounted on the influent and effluent sides of the filtration system to monitor
differential pressure changes caused by sediment blockage

715 North Church tree Application Jbr NPDES Discharge Permit
L4 W Project No. {lil t O4 0272
Liquid -Phase (:SAC Vessels
April 4. 2001
Two carbon vessels will be connected in series (primary° and secondary/breakthrough) to treat the
recovered water. The size and manufacturer of these vessels will be determined later. These
vessels will have a design flow of 60 gpm and a design pressure of 90 pounds per square inch
(psi). Pressure gauges will be installed at the top and bottom of these vessels to monitor any
differential pressure increases due to sediment and/or bio-mass blockage.
Sampling ports. will be installed before„ between, and after the two vessels. Regular sampling and
analysis from these port(s) will be performed per NCDENR requirements to monitor the vessels
for carbon usage and breakthrough. When the first vessel has broken -through, flow will be routed
directly to the secondary vessel while carbon is exchanged in the first vessel. Flow will then be
reinitiated through the first vessel.
How Meter
The effl uent flow' rate will be measured by" a continuous -reading flow meter. The make and model
of the flow meter be determined at a later date. The flow meter will have the capability to
monitor flow up to and above the max mum possible flow of 120 gpm.
hone
System
A telephone dialing system to be determined later will be installed in the control panel. The
avatar°r� will provide auto-dialing/messages for up to four programmed telephone numbers and four
alert inputs. It is anticipated that only two alert inputs will be needed for the treatment system; one
if the back-up transfer pump is activated, the other when the high -high alarm in the tank is
triggered.
Section C:.A Listing of Chemicals Found
An
nd-water sample was collected from the dewatering s stern on March 20. 2001, for
the laboratory analysis of petroleum hydrocarbons and volatile constituents according to EPA

715 North Church Street - Application for ,NPDES Discharge Permit April 4. 2001
LAW Project No. 30100-1-0272
Methods 601/602 and the 8 RCRA metals. Results of this initial ground water sample, provided as
Attachment B, indicated that ground -water at the site was not impacted by either dissolved -phase
petroleum or chlorinated solvent constituents. Barium was detected on site at a concentration of
0.088 mg/L, below the North Carolina 2L ground -water standard for barium of 2.0 mg/L.
Therefore, no "worst case" concentrations of detected constituents are presented in this
application. if mon.itored consituents are detected, a table will be forwarded to be included in the
NPDES permit application.
Section D: Removal Efficiency of Each Compound Detected
Because only barium was detected in the initial sampling of the site, no removal efficiencies for
dissolved -phase petroleum or chlorinated solvent constituents can be determined.. However., upon
detection of any monitored constituents, a table listing the expected removal efficiency of each
detected constituent will be forwarded to be included in the NPDES permit application.
Activated carbon has been used extensively for the removal of volatile organics. Based on LAW's
experience with sirnilar projects and information perviously provided by Calgon Carbon
Corporation, removal efficiencies of at least 99.99% could possibly be achieved if .volatile
organics were identified at this site.
The Boulevard Company° and LAW request the assistance -A' the 'NCDENR in preparing a permit
for this site prior to the detection of any contaminants. Please contact the undersigned at (704)
357-8600 if you need any additional information. that would facilitate your reviekv and approval of
this application.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES, INC,
Darren J. Steinhilber, LET.
Project Professional
vid Wallace, PI,
Princinal
//e eVi;
Bruce D. Rely.Pt
Senior Engineer

715 North Church Street Applieatr"a.
LAW Project No, 100 .l 0272
+'Pt
ES Disc ar e Permit
April 4. 2001
,TSf J W djs
Enclosures: NPDES App e tic t
Figures 1 through
Appendices A through 1
c
Chris Branch, The Boulevard Co pan Charlotte, NC 28202

NPDES PERMIT APPLICATION - SHORT FORM C-GW
To be filed by persons engaged in groundwater remediation projects
N. C. Department of Environment and Natural Resources
Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
NPDES Permit NCOO
Please print or type
1. Applicant and facility producing discharge
A. Name: Th
B. Mailing address of applicant:
1. Street address: 200 VV. 10th Street
2. City: Charlotte
4. State: NC
3. County: Mecklenburg
5. Zip Code: 28202
Telephone Number (704 ) 348 - 8990
Fax Number (704 ) 334 - 0047
e-mail address: cbranchCaTheblvdco.com
C. Location of facility:
1. Street: 715 North Church Street
2. City: Charlotte 3. County: Mecklenburg
4. State: NC 5. Zip Code: 28205
Telephone Number
Fax Number
( )
)
2. Standard Industrial Classification (SIC) code(s) (if known);
This application is for a:
New Permit
Perrnit Renewal
Permit Modification
4. Product(s) recovered (circle all that apply): Gasoline Diesel fuel Solvents
Other (describe): Possible Dissolved Phase GasolineMiesel and Chlorinated Solvents
5 (a) Check here if discharge occurs all year r, or
(b) Circle the month(s) in which discharge occurs: January February March April
May June July August September October November December
Days per week discharge occurs: Seven
(c)
6. Volume of wastewater discharged to receiving stream(s): 50,400 — 72,000 GPD*
*Gallons per operating day
7. Check here if wastewater is discharged directly to the receiving stream(s) E
If not, state the specific discharge location: Little Sugar Creek via Storm Drains. See Fgure 3.
Mark the path taken by the wastewater to the receiving stream(s) on the site map. If a storm sewer is the only viable
means of discharge, trace the route of the storrn sewer to its discharge point(s),
Short Form C-GYV Version 9-99

NPDES PERMIT APPLICATION - SHORT FORM C-GW
To be filed by persons engaged in groundwater rernediation projects
8. Number of separate discharge points: One
NOTE: If the facility has separate discharge points (outfalls), include a schematic diagram of
wastewater flow at the fadiity.
9. Name of receiving water(s): Uttle Sugar Creek
ow, This application will
A USGS topog ph copy of the relevant portion) which shows all outfalls
A report of alternatives to surtace water discharge as outlined by the Division's 'Guidance for EvaIuaton of
Alternatives" (required by 15A NCAC 2H.0105 (c))
A summary of the most recent analytical results containing the maximum values for each chemical detected
astewate
ptcations f in
application will be returned if the required items are not included,
sa An engineering proposal describing the rernediation project in detail (required by 15A NCAC 2H.0105 (c))
If the treatment system will discharge to a storm sewer, attach written approval from the municipality responsible for the sewer.
ca A list of any chemicals found in detectable amounts at the site, with the maximum observed concentration reported for each chemical
(the most recent sample must be collected less than one year prior to the date of this application)
u A summary of analytical results containing the maximum values for each chemical detected
The removal efficiency of each compound detected (if known)
For fuel remediation projects, analyses for volatile organic compounds (VOCs) should be performed. Analyses for any fuel additives likely
to be present at the site should also be performed. At minimum, analyses should be performed for the following compounds:
benzene* toluene* ethylbenzene* xylene* lead methyl terl-butylether (MTBE) dibromoethane (EDB)
1,2-dichloroethane isopropyl ether napthaiene phenol
(*an EPA -approved method capable of detection levels to 1 ppb should be used to detect these compounds).
For solvents or unidentified oects, an EPA Method 6241625 analysis should be performed. The data submitted with this application
should include the ten largest peaks not identified as targeted compounds and not present in the procedural blank. These peaks should be
identified and approximately quantitated (as per the same restrictions found on the NC DENR/DWQ Annual Pollutant Analysis
Monitoring (APAM) Requirement — Reporting Form A).
If metals o sb'cide us ected to be present, these compounds should be analyzed to the same detection level as presented in the
NC APAM.
I certify that I am familiar with the information contained in the application and that to the best of
my knowledge and belief such information is true, complete, and accurate.
e t Al '4,041
Printed name of Person Sign ng Title
Signature of Applicant D te
North Carolina General Statute 143-215.6 (b)(2) provides that: Any person who knowingly makes any false statement representation, or certification in
any application, record, report, plan, or other document tiles or required to be maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, Of who falsifies, tampers with, or knowingly fenders inaccurate any recording or monitoring device or method
required to be operated or maintained under Article 21 or regulations of the Environmental Management Commission implementing that Article, shall be
guilty of a misdemeanor punishable by a fine not to exceed $10,000, or by imprisonment not to exceed six months, or by both.
(18 U.S,C, Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment for not more than 5 years, or both, for a similar
offense)
Short Form C-GVV
Version 9-99

SOAT
EXPLANATION
APPROXIMATE SITE LOCATION
2000 1000 O 2000
APPROXIMATE SCALE IN FEET
7.5 MINUTE TOPOGRAPHIC MAP OF CHARLOI IL EAST, N.C. tIUAORANGLE OAFEO 1G6'J, PHOTOREVISE
NiNEERING AN O ENVIRONMENTAL SERVICES
CHARLOTTE,NORTH CAROLINA
HECKED
SITE LOCATION MAP
715 NORTH CHURCH STREET
CHARLOTTE, NORTH CAROLINA
NO, 30100-1-0272 I FIGURE

EXPLANATION
1.
1 APPROXIMATE SITE LOCATION
REF: MAP OF UPTOWN CHARLOTTE, N.C., FROM ADC OF ALEXANDRIA, INC DATED 1996.
LAW
ENGINEERING AND ENVIRONMENTAL SERVICES
CHARLOTTE, NORTH CAROLINA
APPROXIMATE SCALE IN FEET
SITE LOCATION/SURROUNDING PROPERTIES
715 NORTH CHURCH STREET
CHARLOTTE, NORTH CAROLINA
:PREPARED
BY
OAi
[CHECKED
OS N 30100-1-0272 IFIGURE

MHARRISON
tht k
ch
P AN 0
t\t',/ A
'-o&itiolmosmatam,
1000 5 0
APPROXIMATE SCALE IN FEET
LL, REF. U:S.G.S, 7.5 MINUTE TOPOGRAPHIC MAP 0f' CHARLOTTE EAST, N„C. QUADRANGLE DATED 1967, PHOTOREVI
APPROXIMATE SITE LOCATION
LAW
ENGINEERING AND ENVIRONMENTAL SERVICES
CHARLO I It, NORTH CAROLINA
1000
STORMWATER DISCHARGE POINT
715 NORTH CHURCH STREET
CHARLOTTE, NORTH CAROLINA
PREPARED
BY
1 DATE
CHECKED
DATE
JOB NO.
30100-1-0272
FIGURE

ESTIMATED "WORST CASE"
INFLUENT TOTAL VOLATILE
ORGANIC CONCENTRATIONS
TO BE LATER DETERMINED
DEWATERING
SYSTEM
COLLECTION
VESSEL
SURGE/
TRANSFER
TANK
� � 500-1200
v GALLONS
t_s
TRANSFER
PUMP
OR
GRAVITY
FEED
EXPLAN All ON
FLOW CONTROL VALVE
PRESSURE GAUGES
Q = DISCHARGE MAXIMUM
MAX
QAV = DdSCHARGE AVERAGE
GPM = GALLONS PER MINUTE
REF°, DRAWN FROM FIELD NOTES BY LAW
ENGINEERING PERSONNEL
TOFF StMT
TRANSFER
PUMPS
PUMP
CONTROL
PANEL
FLOW METERING
DEVICE
NEERING AND ENVIRONMENTAL SERVICES
CHARLOTTE, NORTH CAROUNA
DISCHARGE
0AV - 35 GPM
GRAVITY FLOW
C?WAX.. 120 GPM
ESTIMATED EFFLUENT
TOTAL VOLATILE ORGANIC
CONCENTRATIONS
REDUCED BY 99.99%
CONSTRUCTION DEWATERING
TREATMENT SYSTEM SCHEMATIC
715 NORTH CHURCH STREET
CHARLOTTE, NORTH CAROUNA
PREPARED
BY
DA
ED
A
NO.
0100-1-0272

° "FILE No. 430 03/06 '01 11:44 ID*CHAR-r1ECK UTILITIES 704 393 2219 PAGE 2
July 28, 2000
Engineering,
Ynrkrnont Rd.
totte, NC 28208
1"o Whom It May Concern;
L'ffectivc May 1, 2001 all permitted discharges of remediated ground water, contaminated storm water,
subsurface drainage Or remediatted surface water to the sanitary sewer must cease. The permits issued to
Cousins Real Estate Corp,, and Batson Cook will not he renewed. Other options for disposal should bo
determined such as fl NPDES permit if needed,
Discharge of these wastewaters afler May I, 2001 will be a vioiattiort of the City of Charlotte Sewer Use
Ordinance Prohibited Discharge Standards, Section 23.4501)(14). tfan NPDES permit will be applied for
the disposal of these waters, it is suggested that the application be made upon receipt of this letter to assure
that a permit is issued before the May 1, 2001 deadline.
Eliminating these prohibited discharges from the sanitary sever enables the Charlotte -Mecklenburg
Utilities to better control s•unitsary sewer overflows, by reducing hydraulic loading to the collection system.
These waste streams usually do not contain nutrients or "rood" that is necessary in the treatment process,
and act as diluents to the normal sanitary wastewater, thus inhibiting treatment.
lief -sac dispa sat is an option, it is advised that you audit then ( be used for disposal to
assure Chet all license(s) and permit(s) Move been acquired. If long-term disposal of your wastewater is a
concern, you should insure that the disposal facility will accommodate your wastewater for the Tong term,
since the sanitary sewer will no longer he a disposal option.
If you no longer discharge trw the sanitary sewer, please disregard this letter. Thank you for your
ceupertrtiun, and if you need further assistance:, please call Pete Watkins at [phone],
Respectfully,
Jacqueline A, Jarrell, P.E.
System Protection Manager

lab Report
3/26/01
Law Eng & Env Services, Inc
Attn: Matt Gustis
PO Box 11297
Charlotte, NC 28220
PRISM
LABORATORIES, INC.
Fen Service Analytical & Environmental Sciences
Page 1 of 2
Customer Project ID: Church St
Customer Sample ID: EFFLUENT
Prism Sample ID: AC01691
Login Group: A0323G1A
Sample Collection Date/Time: 3/20/01 11:10
Lab Submittal Datertime: 3/20/01 12:50
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
.._
TEST TEST REPORTING METHOD DATE/TIME
PARAMETER RESULT UNITS LIMIT REFERENCE STARTED ANALYST
ARSENIC Less than mg/L 0L010 60108 3/23/01 20:24 PRF
BARIUM 0,088 mg/L 0.010 6010B 3/23/01 20:24 PRF
CADMIUM Less than mg/L 0,001 60108 3/23/01 20:24 PRF
CHROMIUM Less than mg/L 0,005 6010B 3/23/01 20:24 PRF
LEAD Less than mg/L 0.005 60108 3/23/01 20:24 PRF
SELENIUM Less than mg/L 0.010 6010B 3/23/01 20:24 PRF
SILVER Less than mg/L 0,005 6010B 3/23/01 20:24 PRF
MERCURY, TOTAL Less than mg/L 0.0002 EPA 245,1 3/23/01 15:46 PRF
MERCURY DIGESTION Completed EPA 245.1 3/22/01 14:50 LC2
BROMODICHLOROMETHANE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
BROMOFORM Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
BROMOMETHANE Not detected ugit 5 EPA 601/602 3/22/0i 08:22 WAD
CARBON TETRACHLORIDE Not detected ug/L 1 EPA 601/602 3122/01 08:22 WAD
CHLOROBENZENE Not detected ug/L 1 EPA 601/602 3/22101 08:22 WAD
CHLOROETHANE Not detected ug/L 5 EPA 601/602 3/22/01 08:22 WAD
CHLOROFORM Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
CHLOROMETHANE Not detected ug/L 5 EPA 601/602 3/22/01 08:22 WAD
DIBROMOCHLOROMETHANE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
1,2-DICHLOROBENZENE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
1,3-DICHLOROBENZENE Not detected ugil. 1 EPA 601/602 3/22/01 08:22 WAD
1,4-DICHLOROBENZENE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
DICHLORODIFLUOROMETHANE Not detected ug/L 5 EPA 601/602 3/22/01 08:22 WAD
1,1-DICHLOROETHANE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
1,2-DICHLOROETHANE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
1,1-DICHLOROETHENE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
TRANS-1,2-DICHLOROETHENE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
1,2-DICHLOROPROPANE Not detected ug/L 1 EPA 601/602 3/22/01 08:22 WAD
CIS-1,3-DICHLOROPROPENE Not detected ug IL 1 EPA 601/602 3/22/01 08:22 WAD
TRANS-1,3-DICHLOROPROPENE Not detected ug/L 5 EPA 601/602 3/22/0108:22 WAD
NC Certification No. 402 - SC Certification No. 99012 - NC Drinking Water Cert. No. 37735 - FL Certification No, E87519
444 Springbrook Road Box 240543 Charlotte, NC 28224-0543
Phamo7 70415'29-6364, Free Numher: 1-800/529-6364 Fax: [phone]

'Lab Report
3/26/01
Law Eng & Env Services, Inc
Attn: Matt Gustis
PO Box 11297
Charlotte, NC 28220
Customer Project ID:
Customer Sample ID:
Prism Sample ID:
Login Group:
Sample Collection Date/Time:
Lab Submittal Date/Time:
PRISM
LABORATORIES, INC.
Full Service Analytrioal & Environmentai Solutions
Page 2 of 2
Church St
EFFLUENT
AC01691
A0323G1A
3/20/01 11:10
3/20/01 12:50
The following analytical results have been obtained for the indicated sample which was submitted to this laboratory
TEST
PARAMETER
EDB
METHYLENE CHLORIDE
1,1„2,2-TETRACHLOROETHANE
TETRACHLOROETHENE
1„1,1-TRICHLOROETHANE
1,1,2-TRICHLOROETHANE
TRICHLOROETHENE
TRICHLOROFLUOROMETHANE
VINYL CHLORIDE
BENZENE
ETHYLBENZENE
IPE
MTBE
TOLUENE
TOTAL XYLENES
CIS-1,2-DICHLOROETHENE
METALS DIGESTION METHOD
TEST
RESULT UNITS
Not detected ug/L
Not detected ug/L
Not detected ug/L
Not detected ug/L
Not detected ug/L
Not detected ug/L
Not detected ug/L
Not detected ugfL
Not detected ug/L
Not detected ugfL
Not detected ug/L
Not detected ug/L
Not detected ug/L
Not detected ug/L
Not detected ug/L
Not detected ug/L
Completed
REPORTING
LIMIT
METHOD DATE/TIME
REFERENCE STARTED ANALYST
1 EPA 601/602 3/22/01 08:22 WAD
5 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22/01 08:22 WAD
5 EPA 601/602 3/22/01 08:22 WAD
5 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22/01 08:22 WAD
5 EPA 601/602 3/22/01 08:22 WAD
5 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22101 08:22 WAD
3 EPA 601/602 3/22/01 08:22 WAD
1 EPA 601/602 3/22/01 08:22 WAD
SW846-3005 3/22/01 14:15 LC2
Sample Comments:
Angela D. Overcash, VP. Laboratory Services
NC Certification No. 402 - SC Certification No 99012 - NC Drinking Water Cert, No. 37735 - FL Certification No E87519
449 Springbrook Road tO. Box 240543 — Charlotte, NC 28224-0543
Pkrin, 71161/;74-4111-14 ThI1 FrPo Number: -I-SOO/529-6364 Fax [phone]

Full Service Ana1ytca & Enviionmental Solutions
•
Physicel Address
Phone--
'
POI/BIIIIng Reference
Project Name
CHAIN OF CUSTODY RECORD
PAGE OF QUOTE #
449 Springbrook Road A. Charlotte, NC 28217
P.O. Box 240543 Charlotte, NC 28224-0543
Phone: [phone] Fax [phone]
REPORT TO: Name
Address
BILL TO: Name
Address
Requested Due Date U 1 Day Ll 2 Days 6 3 Days U 4 Days C15 Days
U 6-9 Days U Standard 10 days
Samples received after 15:00 will be processed the next business day
Turnaround time is based on business days, excluding weekends and holidays
SEE REVERSE SIDE FOR RUSH TURNAROUND FEES)
CLIENT
AMPLE DESCRIPTION
DATE
COLLECTE
Sampler's Signature
Relinquished 13y (Signatule
Relinquished By; (Sigdatu;e)
TIME
COLLECTED
MILITARY
HOURS
U, Fed Ex, U UPS ,..„Flend-delivered Li Other
MATRIX
(SOIL,
SAMPLE CONTAINER
WATER OR "TYPE
SLUDGE) SEE BELOW
NO,
PRESERVA-
TIVES
ANA
Sampled By (Print Name)
Received By; (Signature)
Received By:(igriature)
rism Lahore:10 y:
4 -JLI
NPDES: UST: GROUNDWATER: DRINKING WATER: 1 SOLID WASTE:
Ll NC 17 NC , LI NC i LI NC 1 LI NC
USG LI SC LI SC CI SC I LI SC
,
LI OTHER U OTHER 7 OTHER ^ CI OTHER U OTHER
:ON I TY DEE Ara = CIE -=-. GI = PI TL
RCRA: CERCLA
1:1 NC LI NC
CI SC 1 LI SC
U OTHER i LI OTHER
Date
Date
LAB USE ONLY
mples INTACT upon arrival?
Received ON WET ICE? Temp
PROPER PRESERVATIVES indicated?
Received WITHIN HOLDING TIMES?
CUSTODY SEALS INTACT?
VOLATILES reed W/OUT HEADSPACE?
PROPER CONTAINERS used?
State Certification
Requested FL
Water Chlorinated
NC SC Other
Yes No NA
Sample Iced Upon Collection Yes No
CMUD NPDES OTHER
NO NIA
NA
PRESS DOWN FIRMLY - 3 COPIES
YSES REQUEST
Dat
up No,
Affiliation
Military/Hours
REMARKS
Additional Comments:
AciLi.z3cd
LANDFILL OTHER:
Li NC UNC
LI SC Ll SC
U OTHER LI OTHER _
I V( 1ath iics __s (ZL _ Si_.
SUB
LAB
CERT.
ID NO.
PRISM
LAB
D NO.
SEE REVERSE FOR
TERMS & CONDITIONS
RE VC

Michael F, Easley
Governor
William G. Ross, JrSecretary
North Carolina Department of Environment and Natural Resources
Kerr T, Stevens, Director
Division of Water Quality
DIVISION OF WATER QUALITY
October 25, 2001
Mr. Chris Branch
The Boulevard @ 715 North Church, LLC
200 West 10th Street
Charlotte, North Carolina 28202
Subject: NPDES Permit No. NC0087513
715 North Church Site
Mecklenburg County, NC
Dear Mr. Branch:
Our records indicate that NPDES Permit No, NC0087513 was issued on October I 0, 2001
for the discharge of wastewater to the surface waters of the State from your facility. The purpose
of this letter is to advise you of the importance of the Permit and the liabilities in the event of failure
to comply with the terms and conditions of the Permit. If you have not already done so, it is
suggested that you thoroughly read the Perrnit. Of particular importance is Page 4.
Page 4 sets forth the effluent limitations and monitoring requirements for your discharge.
Your discharge must not exceed any of the limitations set forth. The section headed "Monitoring
Requirements" describes the measurement frequencies, sample types and sampling locations. Upon
commencement of your discharge (or operation), you rnust initiate the required monitoring. The
monitoring results must be entered on reporting forms furnished or approved by this Agency. If you
have not received these forms, they should be arriving shortly. If you fail to receive the forms, please
contact this Office as quickly as possible. I have enclosed a sample of the "Effluent" reporting form
(DWQ Form MR-1), plus instructions for completing the form. It is imperative that a applicable
parts be completed, and the original and one copy be submitted as required.
Please be advised that an annual administering and compliance monitoring fee may be required
for your facility. You will soon be receiving a statement from our Raleigh Office, It is imperative
that the fee be paid in a timely manner so as to prevent enforcement action or possible revocation of
your pei init.
The remaining parts of the Permit set forth definitions, general conditions and special
conditions applicable to the operation of wastewater treatment facilities and/or discharge(s). The
conditions include special reporting requirements in the event of noncompliance, bypasses, treatment
unit/process failures, etc. Also addressed are requirements for a certified wastewater treatment plant
operator if you are operating wastewater treatment facilities. Any changes in operation of wastewater
47,46,
NCDENR
Customer Service
1 800 623-7748
Mooresvitle Regional Office, 919 North Main Street, Mooresville, NC 28115 PHONE [phone]
FAX [phone]

Mr. Chris Branch
October 25, 2001
Page No, 2
treatment facilities, quantity and type of wastewater being treated or discharged, expansions and/or
upgrading of wastewater treatment facilities must be permitted or approved by this Agency.
Failure to comply with the terms and conditions of an NPDES Permit subjects the Perrnittee
to enforcement action pursuant to Section 143-215 6 of the North Carolina General Statutes, A civil
penalty of up to $25,000 per violation (and/or criminal penalties) may be assessed for such violations.
If you find at any time that you are unable to comply with the terms and conditions of the Permit, you
should contact this Office immediately, A Special Order by Consent (SOC) may be necessary while
pursuing action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a five-year period. Permits are not
automatically renewed. Renewal requests must be submitted to this Agency no later than 180 days
prior to expiration. Please make note of the expiration date of your Permit, This date is set forth on
Page 1 of the Permit. Also note that NPDES Permits are not automatically transferable. If you, as
the Permittee, cease to need this Permit, then you should request that the Division of Water Quality
rescind the Permit or request that DWQ reissue the Permit to another party, if necessary.
As mentioned previously, the purpose of this letter is to advise you of the importance of your
NPDES Permit. Please read the Permit and contact this Office at 704/663-1699 in Mooresville if you
have any questions or need clarification We look forward to providing any assistance.
Sincerely,
D. Rex Gleason, P.E.
ater Quality Regional Supervisor
Enclosure
DRG:dee

NCDENR
Mr. Chris Branch
The Boulevard (4) 715 North Church, LLC
20'0 West loth Street
Charlotte, North Carolina 28202
Dear Mr. Branch:
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
October 10, 2001
Subject: Issuance of NPDES Permit NC0087513
715 North Church site
Mecklenburg County
Division of Water Quality (Division) personnel have reviewed and approved your application for the
subject permit. Accordingly, we are forwarding the attached NPDES discharge perrnit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum
of Agreement between North Carolina and the U.S. Environmental Protection Agency dated May 9, 1994
(or as subsequently amended). No changes have been made from the draft version of your permit.
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 Service 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
may require modification or revocation and reissuance of the permit. This permit does not affect the legal
requirements to obtain other permits which may be required by the Division of Water Quality or permits
required by the Division of Land Resources, the Coastal Area Management Act or any other Federal or
Local governmental permit that may be required.
Discharge from this site may not commence until you have applied for and received an
Authorization to Construct for the proposed groundwater remediation system. If you have any
questions concerning the Authorization to Construct process or this permit, please contact Natalie Sierra
at telephone number [phone], extension 551.
Sincerely,
ORIGINAL SIGNED BY
SUSAN A. WILSON
Gregory J. Thorpe, Ph.D.
cc: Mooresville Regional o ce f ater Qw Uty Section
NPDES Unit
Central Files
Point Source Branch Compliance and Enforcement Unit
Mecklenburg County Department of Environmental Protection
Mr. Darren. Steinhilber, EIT LAW Engineering
2801 Yorkrnount Road.
Charlotte, North Carolina 28208
Aquatic Toxicology Unit
N. C. Division of Water Quality / NPDES Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet: h2o.enr.state,nc.us
Phone: [phone]
fax: [phone]
DENR Customer Service Cent
1 800 623-7748
I,]O

Permit NC0087513
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES)
In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations
promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution
Control Act, as amended,
The Boulevard @ 715 North Church, LLC
is hereby authorized to discharge wastewater from an outfall located at the
715 North Church Site
715 North Church Street
Charlotte
Mecklenburg County
to receiving waters designated as 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
I, II, III and IV hereof.
This permit shall become effective: November 1, 2001.
This permit and authorization to discharge shall expire at midnight on September 30, 2006.
Signed this day October 10, 2001..
ORIGINAL SIGNED BY
SUSAN A. W'ILSON
Gregory J. Thorpe, PhD►., Acting Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit NC0087513
SU
PLEMENT TO PERMIT COVER SHEET
The Boulevard @ 715 North Church, LLC
is hereby authorized to:
1. After applying for and receiving an Authorization to Construct from the Division of Water
Quality, operate a 0.072 MGD groundwater remediation facility located at the Boulevard, 705 North
Church Street, Charlotte, Mecklenburg County, and
2. discharge from said treatment facility at the specified location (see attached map) into an unnamed
tributary to Little Sugar Creek, a waterbody classified as C waters within the Catawba River Basin.

NC0087513 - The Boulevard @ 715 North Church, LLC
drain): .4'00'° n,8i�urle
uad Gr15NEJC1�aalnss (ast ,1+1C
Ss.rearn Class: C
Receiving Ssre:ant; Ssonndrain so Link Sugar Crselc
P rtrrett d f vv; 0.072 MOD Sub-pZsin:
80°49' 35 "
"
35 fi3'aS"
The Boulevard rta 715 North Church, LLC
NC00875➢3
Groundwater Rctnediariun

Permit NC0087513
A. (1.) EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
Beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge
from Outfall 001. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT
ric oroet y ene
eieniun
omm
lap t a ene
Chronic Tox city3
nt
omposit
omposite
omposite
uent
ue
Elflu
ue nt
ent
er y
105 ra uent
Quarterly Composite Effluent
Footnotes:
I. The grab sample for oil and grease should be skimmed from the surface in a quiescent zone,
such as a holding tank, if possible. If oil and grease is not detected above method detection
limits during the first twelve consecutive sampling events, then the permittee may request that
the monitoring requirement be eliminated.
2. If naphthalene is not detected above method detection limits during the first twelve consecutive
sampling events, then the permittee may request that the monitoring requirement be eliminate -kJ
Chronic Toxicity (Ceriodaphnia P/F at 90%), monitor quarterly in February, May, August and
November [see Special Condition A. (2)].
There shall be no discharge of floating solids or foam visible in other than trace amounts.

Per
NC0087513
A. (2.) CHRONIC TOXICITY PERMIT LIMIT (QUARTERLY)
The effluent discharge shall at no time exhibit observable inhibition of reproduction or significant mortality to Ceriodaphnia
dubia at an effluent concentration of 90° .
The permit holder shall perform at a minimum, riv monitoring using test procedures outlined in the "North Carolina
Ceriodaphnia Chronic Effluent Bioassay Proce Revised February 1998, or subsequent versions or "North Carolina
Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions. The tests will
be performed during the months of February, May, August and November. Effluent sampling for this testing shall be
performed at the NPDES permitted final effluent discharge below all treatment processes.
If the test procedure performed as the first test of any single quarter results in a failure or ChV below the permit limit, then
multiple -concentration testing shall be performed at a minimum, in each of the two following months as described in "North
Carolina Phase II Chronic Whole Effluent Toxicity Test Procedure" (Revised -February 1998) or subsequent versions.
The chronic value for multiple concentration tests will be determined using the geometric mean of the highest concentration
having no detectable impairment of reproduction or survival and the lowest concentration that does have a detectable
impairment of reproduction or survival. The definition of"detectable impairment," collection methods, exposure regimes,
and further statistical methods are specified in the "North Carolina Phase II Chronic Whole Effluent Toxicity Test.
Procedure" (Revised -February 1998) or subsequent versions,
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge Monitoring
Form (MR-1) for the months in which tests were performed, using the parameter code TGP3B for the pass/fail results and
THP3B for the Chronic Value. Additionally, DWQ Form AT-3 (original) is to be sent to the following address:
Attention: North Carolina Division of Water Quality
Environmental Sciences Branch
1621 Mail Service Center
Raleigh, North Carolina 27699-1621
Completed Aquatic Toxicity Test Forms shall be filed with the Environmental Sciences Branch no later than 30 days after
the end of the reporting period for which the report is made.
Test data shall be complete, accurate, include all supporting chemical/physical measurements and all concentration/response
data, and be certified by laboratory supervisor and ORC or approved designate signature. Total residual chlorine of the
effluent toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should there be no discharge of flow from the facility during a month in which toxicity monitoring is required, the permittee
will complete the information located at the top of the aquatic toxicity (AT) test form indicating the facility name, permit
number, pipe number, county, and the month/year of the report with the notation of "No Flow" in the comment area of the
form. The report shall be submnitted to the Environmental Sciences Branch at the address cited above.
Should the perrnittee fail to monitor during a month in which toxicity rnontoring is required, monitoring will be required
during the following month.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of Water Quality
indicate potential impacts to the receiving stream, this permit may. be re -opened and modified to include alternate monitoring
requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism survival„
minimum control organism reproduction, and appropriate environmental controls, shall constitute an invalid test and will
require immediate follow-up testing to be completed no later than the last day of the month following themonth of the initial
monitoring.
A.(3.) SPECIAL CONDITION FOR DISCHARGE TO IMPAIRED STREAMS
The proposed discharge conveys effluent to Little Sugar Creek, which is listed on North Carolina's 2000 303(d)
List as biologically impaired, if this facility is chronically non -compliant with the toxicity limit outlined in Part A.(2.) above
or it is otherwise determined that this discharge poses a threat to the water quality of the receiving stream, the.Permittee will
be required by the Division to cease this,

Section B, Schedule of Compliance
L The permittee shall comply with Final Effluent Limitations specified for discharges in accordance with
the following schedule:
PART I
(continued)
Permittee shall comply with Final Effluent Limitations by the effective date of the permit unless
specified below.
2. Permittee shall at all times provide the operation and maintenance necessary to operate the existing
facilities at optimum efficiency.
3No later than 14 calendar days following a date identified in the above schedule of compliance, the
pertnittee shall submit either a report of progress or, in the case of specific actions being required by
identified dates, a written notice of compliance or noncompliance. In the latter case, the notice shall
include the cause of noncompliance, any remedial actions taken, and the probability of meeting the next
schedule requirements.

PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority: The Director of the Division of Water Quality,
2. DEM or "the Division"
Resources,
3 ENE Used herein means the North Carolina Environmental Management Commission,
4. Actor "the Act" The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended,
33 USC 1251, et. seq.
5. Mass/Day Measurements
Means the Division of Water Quality, Department of Environment and Natural
a. The "monthly average discharge" is defined as the total mass of all daily discharges sampled and/or measured
during a calendar month on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such month. It is therefore, an arithmetic mean found by
adding the weights of the pollutant found each day of the month and then dividing this sum by the number
of days the tests were reported. The limitation is identified as "Monthly Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges sampled and/or measured
during the calendar week (Sunday - Saturday) on which daily discharges are sampled and measured, divided
by the number of daily discharges sampled and/or measured during such week. It is, therefore, an arithmetic
mean found by adding the weights of pollutants found each day of the week and then dividing this sum by
the number of days the tests were reported. This limitation is identified as "Weekly Average" in Part I of the
permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged during a calendar day. if
only one sample is taken during any calendar day the weight of pollutant calculated from it is the "maximum
daily discharge." This limitation is identified as "Daily Maximum," in Part I of the permit.
d. The "average annual discharge" is defined as the total mass of all daily discharges sampled and/or measured
during the calendar year on which daily discharges are sampled and measured, divided by the number of daily
discharges sampled and/or measured during such year. It is, therefore, an arithmetic mean found by adding
the weights of pollutants found each day of the year and then dividing this sum by the number of days the
tests were reported. This limitation is defined as "Pumual Average" in Part I of the perrnit.
6. Concentration Measurement
a, The "average monthly concentration," other than for fecal coliform bacteria, is the sum of the concentrations
of all daily discharges sampled and/or measured during a calendar month on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or measured during such
month (arithmetic mean of the daily concentration values), The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average monthly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a calendar month. This limitation
is identified as "Monthly Average" under "Other Limits" in Part 1 of the permit.

Part II
Page 2 of 11
6. b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum of the concentrations
of all daily discharges sampled and/or measured during a calendar week (Sunday/Saturday) on which daily
discharges are sampled and measured divided by the number of daily discharges sampled and/or measured
during such week (arithmetic mean of the daily concentration values). The daily concentration value is equal
to the concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day. The average weekly count for fecal
coliform bacteria is the geometric mean of the counts for samples collected during a calendar week. This
limitation is identified as "Weekly Average" under "Other 1.1111itS" in Part I of the permit.
c. The "maximum daily concentration" is the concentration of a pollutant discharge during a calendar day. If
only one sample is taken during any calendar day the concentration of pollutant calculated from it is the
"Maximum Daily Concentration", It is identified as "Daily Maximum" under "Other Limits" in Part 1 of the
permit,
d. The "average annual concentration," other than for fecal coliform bacteria, is the sum of the concentrations
of all daily discharges sampled and/or measured during a calendar year on which daily discharges are sampled
and measured divided by the number of daily discharges sampled and/or measured during such year
(arithmetic mean, of the daily concentration values). The daily concentration value is equal to the
concentration of a composite sample or in the case of grab samples is the arithmetic mean (weighted by flow
value) of all the samples collected during that calendar day. The average yearly count for fecal coliform
bacteria is the geometric mean of the counts for samples collected during a calendar year. This limitation is
identified as "Annual Average" under "Other Limits" in Part I of the permit.
c. The "daily average concentration" (for dissolved oxygen) is the minimum allowable amount of dissolved
oxygen required to be available in the effluent prior to discharge averaged over a calendar day. If only one
dissolved oxygen sample is taken over a calendar day, the sample is considered to be the "daily average
concentration" for the discharge. It is identified as "daily average" in the text of Part I.
The "quarterly average concentration" is the average of all samples taken over a calendar quarter. It is
identified as "Quarterly Average Limitation" in the text of Part I of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through March, April through
June, July through September, and October through December.
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow, averaged monthly. It is
determined as the arithmetic mean of the total daily flows recorded during the calendar month,
b. An "instantaneous flow measurement" is a measure of flow taken at the time of sampling, when both the
sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility which occurs continually
without interruption throughout the operating hours of the facility. Flow shall be monitored continually
except for the infrequent times when there may be no flow or for infrequent maintenance activities on the
flow device.
Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of discharge and
combined proportional to the rate of flow measured at the time of individual sample collection, or

Part II
Page 3 of 11
8. a. (2) a series of grab samples of equal volume collected over a 24 hour period with the time intervals between
samples determined by a preset number of gallons passing the sampling point. Flow measurement
between sample intervals shall be determined by use of a flow recorder and totalizer, and the present
gallon interval between sample collection fixed at no greater than 1/24 of the expected total daily flow at
the treatment system, or
(3) a single, continuous sample collected over a 24-hour period proportional to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be no greater than
once per hour, and the rime interval between effluent grab samples shall be no greater than once per hour
except at wastewater treatment systems having a detention time of greater than 24 hours. In such cases,
effluent grab samples may be collected at time intervals evenly spaced over the 24-hour period which are
equal in number of hours to the detention time of the system in number of days. However, in no case
may the time interval between effluent grab samples be greater than six (6) hours nor the number of
samples less than four (4) during a 24-hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not exceeding 15 minutes;
the grab sample can be taken manually. Grab samples must be representative of the discharge or the
receiving waters.
9. Calculation of Means
Arithmetic Mean: The arithmetic mean of any set of values is the summation of the individual values divided
by the number of individual values.
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the product of the individual
values where N is equal to the number of individual values. The geometric mean is equivalent to the antilog
of the arithmetic mean of the logarithms of the individual values. For purposes of calculating the geometric
mean, values of zero (0) shall be considered to be one T.
c. Weighted by Flow Value: Weighted by flow value means the summation of each concentration times its
respective flow divided by the summation of the respective flows.
10. Calen ar Day: A calendar day is defined as the period from midnight of one day until midnight of the next day.
However, for put -poses of this permit, any consecutive 24-hour period that reasonably represents the calendar day
may be used for sampling.
11. J-lazardous Substance: A hazardous substance means any substance designated under 40 CFR Part 116
pursuant to Section 311 of the Clean Water Act.
12, Toxic Pollutant: A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1) of the Clean
Water Act.
SECTION ; . GENERAL CONDITIONS
1. Puty to Comp y
The permittee must comply with all conditions of this permit. Any permit noncompliance constitutes a violation
of the Clean Water Act and is grounds for enforcement action; for permit termination, revocation and reissuance,
or modification; or denial of a permit renewal application.
a. The permittee shall comply with effluent standards or prohibitions established under section 307(a) of the
Clean Water Act for toxic pollutants and with standards for sewage sludge use or disposal established under
section 405(d) of the Clean Water Act 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.

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Page 4 of 11
1. b. The Clean Water Act provides that any person who violates a permit condition is subject to a civil penalty
not to exceed $25,000 per day for each violation. Any person who negligently violates any perrnit condition
is subject to criminal penalties of $2,500 to $25,000 per day of violation, or imprisonment for not more than
I year, or both. Any person who knowingly violates permit conditions is subject to criminal penalties of
$5,000 to $50,000 per day of violation, or imprisonment for not more than 3 years, or both. Also, any person
who violates a permit condition may be assessed an administrative penalty not to exceed $10,000 per
violation with the maximum amount not to exceed $125,000. [Ref: Section 309 of the Federal Act 33 U.S.C.
1319 and 40 CFR 122.41 (a)]
c. Under state law, a civil penalty of not more than ten thousand dollars ($10,000) per violation may be assessed
against any person who violates or fails to act in accordance with the terms, conditions, or requirements of a
permit. [Ref: North Carolina General Statutes § 143-215.6AI
d, Any person may be assessed an administrative penalty by the Administrator for violating section 301, 302,
306, 307, 308, 318, or 405 of the Act, or any permit condition or limitation implementing any of such
sections in a permit issued under section 402 of the Act. Administrative penalties for Class I violations are
not to exceed $10,000 per violation, with the maximum amount of any Class I penalty assessed not to exceed
$25,000. Penalties for Class II violations are not to exceed $10,000 per day for each day during which the
violation continues, with the maximum amount of any Class II penalty not to exceed $125,000,
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge or sludge use or disposal in
violation of this permit which has a reasonable likelihood of adversely affecting human health or the
environment.
Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, C-4) 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 143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319,
Furthermore, the perrnittee 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 Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or relieve the permittee
from any responsibilities, liabilities, or penalties to which the permittee 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.
. Property Rights
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.
6. 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.
7. Seim -ability
The provisions of this permit are severable, and if any provision of this permit, or the application of any
provision of this permit to any circumstances, is held invalid, the application of such provision to other
circumstances, and the remainder of this permit, shall not be affected thereby.

Part I1
Page 5 of 11
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any information which the
Permit Issuing Authority may request to determine whether cause exists for modifying, revoking and reissuing, or
terminating this permit or to determine compliance with this permit. The permittee shall also furnish to the
Permit Issuing Authority upon request, copies of records required to be kept by this permit.
9. Duty to Reapply
If the permittee wishes to continue an actiAitr regulated by this permit after the expiration date of this permit, the
permittee must apply for and obtain a new permit.
10. Expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to receive automatic authorization
to discharge beyond the expiration date, the permittee shall submit such information, forms, and fees as are
required by the agency authorized to issue permits no Cater than 180 days prior to the expiration date. Any
permittee that has not requested renewal at least 180 days prior to expiration, or any permittee that does not have
a permit after the expiration and has not requested renewal at least 180 days prior to expiration, will subject the
permittee to enforcement procedures as provided in NCGS 143-215.6 and 33 USC 1251 et. seq.
Signatory Requirements
All applications, reports, or information submitted to the Per it Issuing Authority shall be signed and certified.
All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this Section, a responsible
corporate officer means: (a) a president, secretary, treasurer or vice president of the corporation in
charge of a principal business function, or any other person who performs similar policy or decision
making functions for the corporation, or (b) the manager of one or more manufacturing production or
operating facilities employing more than 250 persons or having gross annual sales or expenditures
exceeding 25 million (in second quarter 1980 dollars), if authority to sign documents has been assigned or
delegated to the manager in accordance with corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor, respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal executive officer or ranking
elected official.
b. All reports required by the permit and other information requested by the Permit Issuing Authority shall be
signed by a person described above or by a duly authorized representative of that person. A person is a duly
authorized representative only if:
(1) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility for the overall
operation of the regulated facility or activity, such as the position of plant manager, operator of a well or
well field, superintendent, a position of equivalent responsibility, or an individual or position having
overall responsibility for environmental matters for the company. (A duly authorized representative may
thus be either a narned individual or any individual occupying a named position.); and
(3) The written authorization is submitted to the Permit Issuing Authority.
c. Certification. Any person signing a document under paragraphs a. or b. of this section shall make the
following certification:
"I certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system,
or those persons directly responsible for gathering the information, the information submitted is, to the best
of my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."

Part 11
Page 6iofll
permit Action
This permit may be modified, revoked and reissued, or terminated for cause. The filing of a request by the
permittee for a permit modification, revocation and reissuance, or termination, or a notification of planned
changes or anticipated noncompliance does not stay any permit condition.
13. Permit Modification. Revocation and Reissuance, or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening and modifying the
permit, revoking and reissuing the permit, or terminating the permit as allowed by the laws, rules, and regulations
contained in Title 40, Code of Federal Regulations, Parts 122 and 123; Title 1SA of the North Carolina
Administrative Code, Subchapter 2H .0100; and North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this facility, whether for
operation or discharge, are hereby revoked by issuance of this permit. '[The exclusive authority to operate this
facility arises under this permit. The authority to operate the facility under previously issued permits bearing this
number is no longer effective. 1 The conditions, requirements, terms, and provisions of this permit authorizing
discharge under the National Pollutant Discharge Elimination System govern discharges from this facility.
SEI..TION C. OPEE TI I!N AN MAINTENANCE OF FOt JTION CONTROLS
ertifiet Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, and upon classification of the facility by the
Certification Commission, the permittee shall employ a certified wastewater treatment plant operator in.
responsible charge (ORC) of the wastewater treatment facilities. Such operator must hold a certification of the
grade equivalent to or greater than the classification assigned to the wastewater treatment facilities by the
Certification Commission. The permittee must also employ a certified back-up operator of the appropriate type
and any grade to comply with the conditions of Title 15A NCAC Chapter 8G .0200. The ORC of the facility
must visit each Class I facility at least weekly and each Class II, III, and IV facility at least daily, excluding
weekends and holidays, and must properly manage and document daily operation and maintenance of the facility
and must comply with all other conditions of Title 15A, NCAC Chapter 8G .0200. Once the facility is classified,
the permittee shall submit a letter to the Certification Commission which designates the operator in responsible
charge within thirty days after the wastewater treatment facilities are 50% complete.
2. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of treatment and control
(and related appurtenances) which are installed or used by the permittee to achieve compliance with the
conditions of this permit. Proper operation and maintenance also includes adequate laboratory controls and
appropriate quality assurance procedures. This provision requires the operation of back-up or auxiliary facilities
or similar systems which are installed by a permittee only when the operation is necessary to achieve compliance
with the conditions of the permit.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been necessary to halt or
reduce the permitted activity in order to maintain compliance with the condition of this permit.
4. Bypassing of Treatment .Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a treatment facility including
the collection system, which is not a designed or established or operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage to the treatment
facilities which causes them to become inoperable, or substantial and permanent loss of natural resources
which can reasonably be expected to occur in the absence of a bypass. Severe property damage does not
mean economic loss caused by delays in production.

Part II
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4. b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations to be exceeded, but
only if it also is for essential maintenance to assure efficient operation. These bypasses are not subject to the
provisions of Paragraphs c. and d. of this section.
Notice
(I) Anticipated bypass. If the permittee knows
notice, if possible at least ten days before
anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall sub
E. 6. of this permit. (24 hour notice).
d. Prohibition of Bypass
(I) Bypass is prohibited and the Per
for bypass, unless:
n advance of the need for a bypass, it shall submit prior
the date of the bypass; including an evaluation of the
t notice of an unanticipated bypass as required in Part II,
Issuing Authority may take enforcement action against a permittee
(A) Bypass was unavoidable to prevent loss of life, personal injury or severe property damage;
(B) There were no feasible alternatives to the bypass, such as the use of auxiliary treatment facilities,
retention of untreated wastes or maintenance during normal periods of equipment downtime. This
condition is not satisfied if adequate backup equipment should have been installed in the exercise of
reasonable engineering judgment to prevent a bypass which occurred during normal periods of
equipment downtime or preventive maintenance; and
(C) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Pet—mit Issuing Authority may approve an anticipated bypass, after considering its adverse affects, if
the Permit Issuing Authority determines that it will meet the three conditions listed above in Paragraph
d. (1) of this section.
Definition: "Upset'" means an exceptional incident in which there is unintentional and temporary
noncompliance with technology based permit effluent limitations because of factors beyond the reasonable
control of the permittee. An upset does not include noncompliance to the extent caused by operational
error, improperly designed treatment facilities, inadequate treatment facilities, lack of preventive maintenance,
or careless or improper operation.
b. Effect of an upset:. An upset constitutes an affirmative defense to an action brought for noncompliance
with such technology based permit effluent limitations if the requirements of paragraph c. of this condition
are met. No deterrnination made during administrative review of claims that noncompliance was caused by
upset, and before an action for noncompliance, is final administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset: A permittee who wishes to establish the
affirmative defense of upset shall demonstrate, through properly signed, contemporaneous operating logs, or
other relevant evidence that:
(1) An upset occurred and that the permittee can identify the cause(s) of the upset;
(2) The permittee facility was at the time being properly operated; and
(3) The permittee submitted notice of the upset as required in Part Il, E. 6. (b) (B) of this permit.
(4) The permittee complied with any remedial measures required under Part II, B. 2. of this permit.
d. Burden of proof: In any enforcement proceeding the permittee seeking to establish the occurrence of an
upset has the burden of proof.

Pau 11
Page 8 olll
6. Removed Substance
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or control of wastewaters
shall be utilized/disposed of in accordance with NCGS 143-215.1 and in a manner such as to prevent any pollutant
from such materials from entering waters of the State or navigable waters of the United States. The permittee
shall comply with all existing federal regulations governing the disposal of sewage sludge. Upon promulgation of
40 CFR Part 503, any permit issued by the Permit Issuing Authority for the utilization/disposal of sludge may be
reopened and modified, or revoked and reissued, to incorporate applicable requirements at 40 CFR Part 503,
The permittee shall comply with applicable 40 CFR Part 503 Standards for the Use and Disposal of Sewage
Sludge (when promulgated) within the time provided in the regulation, even if the permit is not modified to
incorporate the requirement. The permittee shall notify the Permit Issuing Authority of any significant change in
its sludge use or disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM Regulation, Title I5A,
North Carolina Administrative Cod; Subchapter 2P1, .0124 Reliability, to prevent the discharge of untreated or
inadequately treated wastes during electrical power failures either by means of alternate power sources, standby
generators or retention of inadequately treated effluent.
SECT ION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken, as required herein, shall be characteristic of the volume and nature of
the permitted discharge. Samples collected at a frequency less than daily shall be taken on a day and time that is
characteristic of the discharge over the entire period which the sample represents. All samples shall be taken at
the monitoring points specified in this perrnit and, unless otherwise specified, before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points shall not be changed without
notification to and the approval of the Permit Issuing Authority,
Monitoring results obtained during the previous rnonth(s) shall be summarized for each month and reported on a
monthly Discharge Monitoring Report (DMR) Form (DEM No. MR 1, 1A, 2, 3) or alternative forms approved by
the Director, DEM, postmarked no later than the 30th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in the case of a new
facility, on the last day of the month following the commencement of discharge. Duplicate signed copies of
these, and all other reports required herein, shall be submitted to the following address:
NC DENR / Division of Water Quality / Water Quality Section
ATTENTION: Central Files
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific practices shall be selected
and used to ensure the accuracy and reliability of measurements of the volume of monitored discharges. The
devices shall be installed, calibrated and maintained to ensure that the accuracy of the measurements are
consistent with the accepted capability of that type of device. Devices selected shall be capable of measuring
flows with a maximum deviation of less than 10% from the true discharge rates throughout the range of expected
discharge volumes. Once -through condenser cooling water flow which is monitored by pump logs, or pump
hour meters as specified in Part I of this permit and based on the manufacturer's pump curves shall not be
subject to this requirement.

Part II
Page 9 of 11
4. Test procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations published pursuant to
NCGS 143-215.63 et. seq, the Water and Air Quality Reporting Acts, and to regulations published pursuant to
Section 304(g), 33 USC 1314, of the Federal Water pollution Control Act, as Amended, and Regulation 40 CFR
136; or in the case of sludge use or disposal, approved under 40 CFR 136, unless otherwise specified in 40 CFR
503, unless other test procedures have been specified in this permit.
To meet the intent of the monitoring required by this permit, all test procedures must produce minimum
detection and reporting levels that are below the permit discharge requirements and all data generated must be
reported down to the minimum detection or lower reporting level of the procedure. If no approved methods are
determined 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.
Penalties for Tampering
The Clean Water Act 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 committed 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.
6. 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 permittee shall retain records of all monitoring information, including all calibration and maintenance
records and all original strip chart recordings for continuous monitoring instrumentation, copies of all reports
required by this permit, 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.
Recording Results
For each measurement or sample taken pursuant to the requirements of this pern
the following information;
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;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses.
the permittee shall record
Impaction and Entry
The permittee shall allow the Director, or an authorized representative (including an authorized contractor acting
as a representative of the Director), upon the presentation of credentials and other documents as may be required
by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or conducted, or where
records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the conditions of this
permit;
c. Inspect at reasonable times any facilities, equipment (including rtionitoring and control equipment), practices,
or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times, for the purposes of assuring permit compliance or as otherwise
authorized by the Clean Water Act, any substances or parameters at any location.

Part 11
Page 10 of 11
SECTION E REPORTING REQUIREMENTS
Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this permit. The discharge
of any pollutant identified in this permit more frequently than or at a level in excess of that authorized shall
constitute a violation of the permit.
2. P anned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical alterations or additions
to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for determining whether a
facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity of pollutants
discharged. This notification applies to pollutants which are subject neither to effluent limitations in the
permit, nor to notification requirements under 40 CFR Part 122.42 (a) (1).
c. The alteration or addition results in a significant change in the permittee's sludge use or disposal practices,
and such alternation, addition or change may justify the application of permit conditions that are different
from or absent in the existing permit, including notification of additional use or disposal sites not reported
during the permit application process or not reported pursuant to an approved land application plan.
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the permitted facility or activity
which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice to the Director. The Director may require
modification or revocation and reissuance of the permittee and incorporate such other requirements as may be
necessary under the Clean Water Act.
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See Part 11. D. 2 of this
permit) or forms provided by the Director for reporting results of monitoring of sludge use or disposal
practices.
b. If the permittee monitors any pollutant more frequently than required by the permit, using test procedures
specified in Parr 11, D. 4. of this permit or in the case of sludge use or disposal, approved under 40 CFR 503,
or as specified in this permit, the results of this monitoring shall be included in the calculation and reporting
of the data submitted in the DMR.
c, Calculations for all limitations which require averaging of measurements shall utilize an arithmetic mean
unless otherwise specified by the Director in the permit.
6. Twenry-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any noncompliance which
may endanger health or the environment. 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 noncompliance, and its cause; the period of noncompliance, including exact dates and
times, and if the noncompliance has not been corrected, the anticipated time it is expected to continue; and
steps taken or planned to reduce, eliminate, and prevent reoccurrence of the noncompliance,

Part 11
Page 11 of 11
6. b. The following shall be included as information which must be reported within 24 hours under this paragraph:
(1) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(2) Any upset which exceeds any effluent limitation in the permit.
(3) Violation of a maximum daily discharge limitation for any of the pollutants listed by the Director in the
permit to be reported within 24 hours.
c. The Director may waive the written report on a case -by -case basis for reports under paragraph b. above of
this condition if the oral report has been received within 24 hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5 and 6. of this permit at
the time monitoring reports are submitted. The reports shall contain the information listed in Part II, E. 6, of
this permit.
Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit application, or
submitted incorrect information in a permit application or in any report to the Director, it shall promptly submit
such facts or information.
Noncompliance otification
The permittee shall port by telephone to either the central office or the appropriate regional office of the
Division as soon as possible, but in no case more than 24 hours or on the next working day following the
occurrence or first knowledge of the occurrence of any of the following:
a. Any occurrence at the water pollution control facility which results in the discharge of significant amounts of
wastes which are 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
circumstances.
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 of a pumping station, sewer line, or treatment facility resulting in a by-pass directly to receiving
waters 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 in letter form within 5 days
following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined 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 of Water Quality. As required by the Act, effluent data shall not be considered confidential.
Knowingly making any 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.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement, representation, or
certification in any record or other document submitted or required to be maintained under this permit, including
monitoring reports or reports of compliance or noncompliance 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.

PART III
OTHER REQUIREMENTS
A. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment capacity or to
change the type of process utilized at the treatment plant shall be begun until Final Plans and Specifications have
been submitted to the Division of Water Quality and written approval and Authorization to Construct has been
issued.
Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Water Quality, conduct
groundwater monitoring as may be required
the current groundwater standards.,
determine the compliance of this NPDES permitted facility with
Changes in Discharges of.Toxic Substanc; s
The permittee shall notify the Permit Issuing Authority as soon as it knows or has yeas
b.
C.
n to believ
That any activity has occurred or will occur which would result in the discharge,
basis, of any toxic pollutant which is not limited in the permit, if that discharge will
following "notification levels";
(1) One hundred micrograms per liter (100 µg/L);
(2) Two hundred micrograms per liter (200 pg/L) for acrolein and acrylonitrile;
liter (500 µg/L) for 2.4-dinitrophenol and for 2-rnethy1-4.6-dinitrophenol; and
mg/L) for antimony;
(3) Five (5) times the max concen
on a routine or frequent
exceed the highest of the
hundred tnicrograrns per
one milligram per liter (1
ation value reported for that pollutant in the permit application.
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 µg/L);
(2) One milligram per liter (1 mg/L) for antimony;
(3) Ten (10) tirnes the maximum concentration value reported for that pollutant in the permit application.
D. Requirement to, Continually Evaluate Alternatives to a ewater Discharges
The permittee shall continually evaluate all wastewater disposal alternatives and pursue the most environmentally
sound alternative of the reasonably cost effective alternatives; If the facility is in substantial non-compliance with
the terms and conditions of the NPDES permit or governing rules, regulations or laws, the permittee shall submit
a report in such form and detail as required by the Division evaluating these alternatives and a plan of action
within sixty (60) days of notification by the Division.
PART IV
ANNUAL ADMINISTERING AND COMPLIANCE MONITORING FEE
REQUIREMENTS
A. The permittee must pay the annual administering and compliance monitoring fee within 30 (thirty) days
after being billed by the Division. Failure to pay the fee in a timely manner in accordance with 15A
NCAC 2H .0105(b)(4) may cause this Division to initiate action to revoke the permit.