NCG510398_Regional Office Historical File Pre 2018

Q
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
February 10, 2006
Lincoln Harris
Bank of America
525 North Tryon St, Suite 218
Charlotte, NC 28202
Subject: NPDES Permit NCG510000 renewal
Certificate of Coverage (CoC) NCG510398
O'Dell site
Mecklenburg County
Dear Permittee:
The facility listed above is covered under NPDES permit NCG510000 for discharge of rem.ediated
groundwater. NCG510000 expires on September 30, 2006. Federal (40 CFR 122.41) and North Carolina (15A
NCAC 2H.0105(e)) regulations require that permit renewal applications must be filed at least 180 days prior
to expiration of the current permit. If you have already mailed your renewal request, you may
disregard this notice.
To satisfy this requirement, the Division must receive your renewal request postmarked no later than
April 3, 2006. Failure to request renewal by this date may result in a civil assessment of at least $500.00.
Larger penalties may be assessed depending upon the delinquency of the request.
If any discharge from the remediation system will occur after September 30, 2006, your CoC must be
renewed. Discharge of wastewater without a valid permit would violate North Carolina General Statute 143-
215.1; unpermitted discharges of wastewater may be assessed civil penalties of up to $25,000 per day.
If you have halted remediation activity due to lack of trust fund money, but your site ranking from the
Aquifer Protection Section requires future remediation & discharge, your CoC must be renewed.
If all discharge has ceased at your facility and you wish to rescind this CoC [or if you have other
questions], contact me at the telephone number or e-mail address listed below.
Sincerely,
/
Charles H.Weaver, Jr.
NPDES Unit
a't
cc: Central Files
NPDES File
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 One
512 North Salisbury Street,Raleigh,North Carolina 27604 N©rthCar©lina
Phone: [phone],extension 511 /FAX [phone]/[e-mail] Naturally
An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper

SOC PRIORITY PROJECT: Yes No X
To: Permits and Engineering Unit
Water Quality Section
Attention: Mary L. Cabe
Date : October 13 , 1997
NPDES STAFF REPORT AND RECOMMENDATION
County: Mecklenburg
Permit No. NCG510398
MRO No . 97-070
PART I - GENERAL INFORMATION
1 . Facility and Address : NationsBank
402 North Tryon Street
Mail Code NC1-021-06-05
Charlotte, North Carolina 28255
2 . Date of Investigation: 10-09-97
3 . Report Prepared By: G. T. Chen
4 . Persons Contacted and Telephone Number: Mr. Michael D.
Armour, P.G. , Law Engineering and Environmental Services,
Inc . , (704) 357-8600
5 . Directions to Site : The site is located at 525 North Tryon
Street near the intersection with 8th Street in Charlotte,
Mecklenburg County.
6 . Discharge Point (s) . List for all discharge points :
Latitude : 35° 13 ' 50" Longitude : 80° 50 ' 18"
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, NC
7 . Site size and expansion are consistent with application?
Yes .
8 . Topography (relationship to flood plain included) : N/A. The
facility will be housed in an office/residential/parking
complex which is currently under construction.
9 . Location of nearest dwelling: N/A. Business district .

10 . Receiving stream or affected surface waters : UT to Irwin
Creek
a. Classification: C
b. River Basin and Subbasin No. : Catawba and 03-08-34
c . Describe receiving stream features and pertinent
downstream uses : The proposed discharge is to a storm
sewer on North Tryon Street in Charlotte . The receving
stream is used as city' s storm sewer system.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a. Volume of wastewater to be permitted: 0 . 0288 MGD
(Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? N/A. Proposed facility.
c . Actual treatment capacity of the current facility
(current design capacity) ? N/A. Proposed facility.
d. Date (s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years : None .
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities : N/A.
Proposed facility.
f . Please provide a description of proposed wastewater
treatment facilities : The proposed groundwater
dewatering and treatment facility will consist of air
stripping, carbon adsorption, and flow measuring.
g. Possible toxic impacts to surface waters : None .
h. Pretreatment Program (POTWs only) : N/A.
2 . Residuals handling and utilization/disposal scheme :
a . If residuals are being land applied, please specify DWQ
Permit No. : N/A.
Residuals Contractor: N/A.
Telephone No . : N/A.
b. Residuals Stabilization: PSRP : N/A.
RFRP: N/A.
Other: N/A.
NPDES Permit Staff Report
Version 10/92
Page 2

c . Landfill : The applicant proposes to dispose residuals,
if any, at a solid waste landfill , namely BFI , in
Harrisburg, North Carolina.
d. Other disposal/utilization scheme (specify) : None .
3 . Treatment plant classification (attach completed rating
sheet) : Class I , see attached rating sheet .
4 . SIC Code (s) : 6026
Wastewater Code (s) :
Primary: 66 Secondary:
Main Treatment Unit Code : 00201
PART III - OTHER PERTINENT INFORMATION
1 . 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 : None .
3 . Important SOC, JOC or Compliance Schedule dates : (please
indicate) N/A.
4 . Alternative Analysis Evaluation: Has the facility evaluated
all of the non-discharge options available . Please provide
regional perspective for each option evaluated.
Spray Irrigation: N/A.
Connection to Regional Sewer System: N/A.
Subsurface : N/A.
Other Disposal Options : N/A.
5 . Air Quality and/or Groundwater concerns or hazardous materials
utilized at this facility that may impact water quality, air
quality or groundwater? There are no known air quality, or
hazardous materials concerns .
6 . Other Special Items : None .
NPDES Permit Staff Report
Version 10/92
Page 3

PART IV - EVALUATION AND RECOMMENDATIONS
NationsBank requests an NPDES General Permit for the operation
of a groundwater treatment facility and the discharge of treated
groundwater into Charlotte-Mecklenburg Utility Department ' s (CMUD)
storm sewer system. The facility, which has yet to be built, will
be installed below ground level in an office/residential/parking
complex that is currently under construction. The groundwater has
been impacted by the same spill plume of which the incident site is
currently being treated by a groundwater remediation facility
(Permit No. NCG510277) , located between 7th Street and 8th Street
in Charlotte . The incident site was an old service station (at 401
North Tryon Street) which has been developed as a multi-story
commercial/retail/residential complex.
Pending final review and approval by the SERG, it is
recommended that an NPDES General Permit with appropriate effluent
limits be issued to the applicant as requested. Approval from CMUD
may be necessary for the discharge to the stormwater sewer system.
Signature of Report Preparer
Water Quality Redional Supervisor
Date
NPDES Permit Staff Report
Version 10/92
Page 4

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RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
,,,,pp
Name of Facility: R�©/13A*bS
Owner or Contact Person: ajw1 1-e n, sL/ rchrh, As-sk Amip ce
Mailing Address: 4-©1 N. Trydin /vI#.'/ {'Alm N('1-. 4Z/ —444 -C9 4f, Cifixt&zeP, AIC z8te.
County: 1Ke 1e rba/3 Telephone: (7041 3Be-�4�Z
Present Classification: New Facility V Existing Facility
NPDES Per. No. Nea 57,11M Nondisc. Per. No.WQ Health DeptPer No._
Rated by: 6 7 Gtun_ Telephone:(14)64 3'/6 4'f Date: /©//7.h 7
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: tirade: Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle Ore) () II III IV Total Points:
IN-RANT PRreFSSFS AND CFI ATM_ - tax r vAling eat:Alu IJ7469A► PeFTr OF Writ MRIAI PPP r Tt1P1i caw t NIT la= .
AEI?WASTE TFIE.ATMEhTi FOR THE RJEtPC a OF¢/ 1F1�A1 t AL.SPSQrtIG TA MINS QCNSISTTIG Q'LY OF SE /AM
NE CAVITY NfTTRFICATTYJ l SFS ARE EX!MPT PFCIAt AS AT t-i
SUS URFACE Cl,ASSIF1GTION SPRAY PFIKIATO d CLA.SWIRC TION
check se it that apply)
1.chedt M units tanks (check
vestment (definition no. a2 )
2___plattp tanks 7. lagoons
3 siphon or pun p-dosing systems 3 _Milk Mks
4, *and Alers 4 pump tanks
6 grease trapMarosplor 6. P+trtps
6 Wader oaperstorm S. sand afters
7 grayly a surlace treatment and dkiposal: 7. grease trepAraprosplor
e, ,pressure subsurface treatment and disposal: a. ell/water separators
0- _rsUfsation
10.___d»mkai addition for marled/algae Control
11,,_sprayr Irrigation d wastewater
In addition se the above ciasilticatlons, prettestment of wastewater In e:esas of these components shell
be rated tiring the point rating system and will require an operator with an appropriate dual Certification.
LAIC APPLIC;ATicNlttEslDUALS CLASSIFICATION(Apples only to permit Older)
1.__ lard appricalion d Diosdids.residueis or oantaminated ails on a*reignited Ste.
WASTEWATER TREAMIENT FAC UTY CLASSIFICATION
The falowlnl orients shall be cosigned a Cass I Bost on,Win the lbw la d a aipnt'ccant quwday or the technology is unusually
oompis:.to esquire consideration by Ira Commission on a case-by+ssa.bawls: (Choi t Apar:prate)
1, Mato Separator Systems consisting only al physical separation.pumps and disposal:
2- _....f�s¢tic Tank/Sand Mar Systsnts omitting only d septic tanks,dosing apparatus. pumpa.sard teem,disinfection
Ind tired d act arge;
e. Lagoon Systems consisting only of weimiwlry treetn►ert.*loons.pumps.elsIntectie'n,necessary chemical traetrrrsrt for
aloe as marled awed and direct discharge;
•
4._�tdosed- cP Recycle Systems:
6. t/ Qroutdwster Rorrotbtbn Systems t hest%)only d Weider separators,pumps,ak-eirIpping,Carbon adsorption,disirdedlon
operations wth dsctwgs to eurtaas wrong
7. ,wader Plant idodge hanGIng and badr•wash water trerllnnt:
a, Seafood promising Consisting at screening and disposal.
4 ate-tam>ly discharging systems.WI the exception d Amble Treatment shuts,wit be deified i permitted Wier July 1.
MC or ii upon Inspection by ttu dvdbr%!Wound found that the system is not being adequately operated or martinet audr
Systems wit be notified of the dasstkaSom or reclasslikalion by the Commission„in voting.ing.

(IC Elecoodayak.. Pecs for wnvvvq MOM ails Own war thous the one of bnmmlacsM loniacsngs msmbrarst: •
(ts)►it Prow. A presses operated nssdenitelly for penalty dasetering env;
(t7)Foam Srpsratbn. The plar.,.d bowing of emeewar r wasrswaor smart st a avows or rewerrty so.aare smarm or awrp.ne materials through
ass i uetduotion of w I the form of fire buboes;Woe clod foam treconatcn;
(OW)the Rsrrsrrat The promo of me ray pA and err nary minor*miner(torn waebwler,
(II) Mon Tare A deep hoc sort weasewtr rant mewing of an upper eedrnenatton chancier and a lever sated.digestion chamber.
("0)Inennowe d furs Waswer era. A Mara which Moue wed moods nor or low; •
lam Escharge. A choreal promo in Mid+Iwo town We Manors obculs we s i.pd:
) LAM
r)a.
i iron
n MAO deposal resihodWadi $id slh
by W soy be o pled to land e by spraying on the su motors or by s brtacs inaction
Weal peel;poi appeal*fur types of arrMDe d.,wtled in(t t)of this odic);
Twtled !!lawns. The process el ewes yawed s.rweaesr ores a lead area or sitar meow*el appseatbn of warwm arse a land area as s
wows d ins*goad or imarsene;
csntnwualy Mc*-asle4 MOON Aron IOW aporing mar grainy cord<brs as a pelahir0 sowed br rooting
imaiimen Poem The bioc emioal aantersb+of sneskill d, .pen(aired is and organic rtar.g.n)M eaitfkod!dr.0en Msuany nose);
flwg>rmtaum$sags. A esparw oe0+sl waswratar boalmsnt d eipred for h ipecac pulses of ocovertng to er*Piams rryto b a ptetpnthorus
Plows ilia aPeoorn ewal,d of piaal. Tie remorsi of p oopearw born s.sasrtw wan oalvarowic process d.awnoc!
'adUlids 7�arLL A Padre; pied foiosfrg secondary tr.atrtwa loth ornicient dsardon tams to okra seek of finely suspended ids;
gel Poo Areetbn. Mratlsi+fMosdnl oonrrrbnel secondary uesmen une re release effluent D.C.or ksr any other purpose; Rowing down a
Rl) Pat Aeration. (Cascade) A polishing net by shier dasobsd ssygon k aaddedto Ws eelven by a roe t.eica►.gravity means of
Owen of Ora or metre; Tie law oesuwhp acmes the saps or weirs noires In a key Win layer and the operation of We cascade"squires no operator
limn of ttw discharge panne:
00)end to ekn+i A vatsd ant dCCa Fsodned wen�A biophysical carbon proms.. razes OW is an eased&sop o ormatIrg Mbbrpeed warty aryl Gawk absorption by using powdered or
attested carbon; Virgin or mpsnereed owbon I feed oennsed Into Oa ayupem:
FrirPoseoradon. A tars oemsrnodsd to pootds station prior to primary twitwrnt;02)Preliminary Units. Uni operation"Inthe Malone' rtw
nne mans.each as an;a oaNn+tfw>,del MOW"Wmboor for audsegwn ma)Or opraelate;e
03 )P otri Pootreanrrt. to wove w to rrulnits subsume "Sudan to ewwrs and
)forstneeuntehs Uric,hdfsto The eanscbiontr+p of a make a b source below declrrge. h rime �y s h wo serre
Mather"pwzemis or to dies a WWI looser+"bed on h shaman poems when k spiraled by
ourour
mini Powbeing rd; to men pOtrti on to tsWmeg chest;
to)Pm-matron Pompom,Mdr old•woe to a w or EPA ngarbed proven
P4) Pima Ciatllen. The lino emery table inns*of swieorater k prod in a seswen soot tor We mimosa of nnerbep e.Whabb and stwpendd
Milo end SC©leech k asadatsd stet to memo;
Pl) Pumps Al Wham,Minn and Indere pumps;
pi)esdation. Qbkisaion or ssrlurbn phones wart' p deices ending g unrpbiOt or germsW t a Re�rans earning neaAl Is 4w horn
(�7)Ronne Cemosk. A mosrrsn process insd %a heavy mnpninued squid pressurized
impended cep' in which sass der nose though Lanka In Mich a series ofpnlap submerged etr.rte r
(fls) Route $bbglcai Connsom. A fined biological pwsth;mores
mimes am notated;
Pi)Sand Mora: h whtri+tartars etodasermposlrbn k
(a) IrrrtMen Piarhglra F7nritbn usf sewn labwhg MAIL tend, lagoons.or some other moment peaces then one);
mooted to produce desired.enm ea;I yctrarac trout;rows rots on these tsars are ssmputod kh prose aro hew a mullinglaw penes(less
b)AnewarMir bbiopioal•We same type of sod err as Haired in Subparagraph(lo)(a)o Ws dui.with Or added oapsbiy to monk shi+we back
'rough We ward finor,
001 Sand or ft¢ssd.ieds Mon A poW*" proses by WSW Wham Inds on adored through a further nd<uctlon of suspended midi,
)law rim sc—grevty,hydrau Py boded War with loading roes Inne Wass the o to gored renege;
`lips rate—a pre sun,hydraulically loaded to wan loading roe h We fin geed carps;At any rote.Ws Mao roe we o ismff+
(41)*.uroary Caution. A tank which blow the bbbpfcal win of trauma plane and which has h purpose d'wowing sludges
ossocimed oath the
bbiogIcal oiaEwen units;
(42) Saporito Sludge Rowan" A pan of Is corns*dablsxson proses Mere Ws odevo d Wady'k redeemed to a tank and*amid be Conn overhang I
>r the ;t a basin: tank in which e' d sludge le In solos P. aw oo through Was tank:o sdl nos boo applosble for
eopi(Cfl laic, k Tank A einge-story lasting
(44)4)$l . L3+peafbnier"rt0 Oro la Ureter got rllesml M and sludgObie
or ili Mid+ ftd.ange to a nd or corn rid:
�t�r� Theo prices by Mich ergot*or Mlle manor art og+dfls k gs011ad,iyud+4 minardtsct r consorted trove more Sabi organic wmeter
trough tts adivtiy of terry organism.Mich token mono rd holding rants; and
(IS)Sludge Drytte base Anarea owrrp t nabob or winced d eysre et pone*nnaarta Ivan.Meet claimed wean;Madge Mudge le doled by dalrage
1 ereperetion�pyfrl don. A process Of dudes ornfalxrirg h such costa"aertnures we mmond by ardsssee wasters soh ine h water or plait Mttuen4
07)Wig,Gs Ulrslon. The process a acing ammo gm for the purpose of head%bulking',diary ri toe.ass;Midgeh eta*Midge may lioi©rc Tars(Awned and hominoid).d). A tam grind for small waitress(tr$au ono piano no containing a draw In
it bosh,rd aupam+atan withdrawn prior o a dryly weird N.saudgs dryly,beds);The m y M done by oainp a smog whin of ate atrhpy r rasp Ws
sedge SW.but rot recenargy an wool theca would be msquired to meting ssabixation of rganic atsabsr. A rorwerated tankwould elm*be mad is
Omni audgs;elan to dowat"y and would not slow Ian(,{perk* (several days of detention)wt a
sut se "it odor problem;
Stoops wastalote. A furnace desfgred to bum akrdgs and le where all mallw"and tomiruitbie maerlak see!reduce Its sludge to a aerie she;
00)$budge*abreabn(Clemral or Thereof} proems to rooks timed e, dorom and parom ie.and to rooms o the paWsgiMT tnlem
dosing.or by hog
seism
se Tani may be dos by phi ad)usumeiL
01) TTicioner. A type of ssdamersatien tank In Maw the sbudps k permitted s MEtM and Wickert trough agR+dkn art'weir
02)$t Men Lagoons A type of oskdatlmn bipoon In Mica~el WOW of organic m,sr k elected by Mural Miler of saygrn to do suer town
as (net a pobhbr pent);
0Illardk Pawn Supply. On Ms r ponies elembal geneneing s raw n rile:,suw,w dud eailo ale/$CC
4)Italic Sa w& A atecirery sawn desired le moats midi,hrirdirng nsnbbdpeadable percolate(lootabie
sadac,Wiert)teas ssuricfpat and hab+strW wadowil r ussuhrs'Maroc
�)Tailors Tremens. A stage of uaatrnwn Mauling saonrary Matt k pin nth for the purpose of elute pslatieg:A edam;broil Or lord or oriel tea
M.be Onytbysd lr Wmrl�pwmploe.
▪ Thin ad Pollution Control G.rlaa. A devils prodding be is finder of Per Its.a Wad nowte In tubes le wattle to Wide Vet tubes or term mesa;
et alms nears d t.putmrrp 4 semi+ :
Q1 Thom(Sedge Conditioner. A mntlbnMp promo by Mich heel k sided it a poractad pro od of lass f booms sea to drali blty M OAP by Ole
IR Toot and tg*w c of t wide to tri neon Iif o !>is,Ind hope pirtatha; wort afiar&charge and upon mycelia.hgssawt,iroldiston
pq Tale Mosotho Thera resew t aom,prsdbrs if masts.I t*5�+ii si ski worm t chew se cause dose.tlusse.bMmvUrel
r sasknlatbn Iris w>,rpnlam.ewer bum h sr I TIwi�ryk,,drwdy by trtaedon
triumph aereraults.coma.;title mlRatbrs.�pMa bplo.l mmalfurdtos (' .S mdur�rs h r ph.leal defownrbrs•h such ergotism er*air
ofthenkrochiondoemene
FM▪ CS).; oirc khWetsk "dewy, say a wet dIc[bn and men ItchltAehlortotI*rma MOT);
Wit
arty of a ws+ modes Mrs oa mhereafter be obiarminsd to hes
`�$pJ�.gpeorFEylow�shicltrutsrd biphenyl �
sr k one which°�Rdb (*teem 10 aril Ill sod per KMA Ms tricking year k ors which k designed b ago a omaurid berth al&atm eons or rodk ens which rae if re le lea veld per kW
PO)Tricking Met(Paziad Tower). A plug doe of apemadon h eifich wastewstr(bu down trough aucctIM layers of coda or theta matrW;Of»p rk
eaatenat k r.rawed corthuaiy b/i�Sher adore bbb1cii.cad grove h each wtxas$)re toyer. Tres"woof mg produce s 'qra�oftiuoro or w�
adapted to prFir. s nitrified
otrtsrc to ranee mom mute from ether d)Srtad or wtS gestad'Wee pnb le*Pawl
Pty Vatartsa Red,Csrtu�a+d7sha,r Fear Prees.a. Elerfrma which we tlssty�rod
r further tteatwerr.

Stat
e of orth Carotin
Department of Environment, Ck'
Health and Natural Resources A:1111;:rV:Tgdi
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary © F H N
A. Preston Howard, Jr., P.E., Director
September 26, 1997
4 . e . a ,
Mr. Greg Johnson
NationsBank/HQ Real Estate Asset Management Si 7 a a;,i
401 North Tryon Street
Mail Code NC 1-021-06-05
Charlotte, NC 28255
Subject: NPDES Permit Application"
Permit No. NCG51O398
525 North Tryon Street
Mecklenburg County
Dear Mr. Johnson:
The Division acknowledges receipt of your Notice of Intent for coverage under General
Permit NCG51OOOO and supporting materials, in triplicate, and permit application fee ($550)
received on eptember 17, 1997.
Please submit additional information regarding signatory authority. Submit either
the N©I, in triplicate, signed by Mr. Greg Johnson or a letter from Mr. Greg Johnson
giving Mr. Thomas F. Beggs signatory authority to sign the N©I.
Be aware that the Division's regional office, copied below, must provide
recommendations from the Regional Supervisor for this project prior to final action by the
Division. I am by copy of this letter, requesting that our regional office prepare a staff report
containing recommendations regarding this discharge.
This application has been assigned to me for review. If you have any questions, I can
be contacted at [phone], ext. 518.
Sincerely,
Mary L. Cabe
cc: T $ ,;(with attachment)
NPDES Unit
Mr. Michael D. Armour, P.G.
LAW Engineering and Environmental Services, Inc.
2801 Yorkmont Road
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

POINT SOURCE BRA CFI
ENGINEERING AND ENVIRONMENTAL -SERVICES. INE.
APPLICATION FOR GENE •. A L NPDES _E IT
.
AND NOTICE OF INTENT
DEWATERING AT ENT SYSTE
525 NORTH T Y N
CHA LOTTE, N T. . CAROLINA
Prepared for:
North Carolina Department of Health, Environment
an Natural Resources
Department of Water Quality
Permits a.nd Engineer g Unit
' aleig. , North Carolina
by:
Law Engineering an... Environmental Services, Inc.
Charlotte, North Carolina
September 15, 1997
LA Project 3O10 -7-2191

• LAW
ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
September 15, 1997
Ms. Mary L. Cabe, Environmental Engineer
North Carolina Department of Environment, Health and Natural Resources
Division of Water Quality
Permits and Engineering Unit
512 North Salisbury Street
Raleigh,North Carolina 27626-0535
Subject: Application for General NPDES Permit
and Notice of Intent
Proposed Office and Residential Building Complex
525 North Tryon Street
Charlotte,North Carolina
LAW Project 30100-7-2191
Dear Ms. Cabe,
Enclosed please find three copies of a completed Notice of Intent, National Pollutant Discharge
Elimination System (NPDES) application for coverage under General Permit NCG510000 and
Authorization to Construct for the subject property. This application is being submitted on behalf
of NationsBank and The Harris Group by Law Engineering and Environmental Services, Inc.
(LAW). NationsBank is the responsible party of record for the 525 North Tryon Street property.
BACKGROUND INFORMATION AND TREATMENT SYSTEM DESCRIPTION
The subject property is located at 525 North Tryon Street in downtown Charlotte,North Carolina.
(Figure 1). The property is bounded to the northeast by 9th Street, to the northwest by Church
Street, to the southwest by the First United Methodist Church (church) building and 8th Street, and
to the southeast by North Tryon Street (Figure 2). The property is owned by NationsBank, and is
being developed by The Harris Group for the construction of a 16 to 18-story building, a four-story
residential building, and a three-story below grade parking deck. The site requires temporary
dewatering during construction, and will require continual/permanent dewatering after
construction.
Data from environmental assessment activities previously conducted on the adjoining church
property indicated that approximately 0.5 feet of free-phase gasoline petroleum hydrocarbons was
present in a ground-water monitoring well (DW-6), located near the south corner of the church
property (Figure 2). This well was installed by others as part of environmental assessment and
remediation activities for an adjacent property parcel (currently the Transamerica Square building;
located southwest of 8th street) also owned by NationsBank. The gasoline present in well DW-6 is
part of a ground-water impacted plume undergoing pump-and-treat remediation from a system
located in the Transamerica Square building (General Permit No. NCG510000, Certificate of
Coverage NCG510277). LAW's July 17, 1997 Request for Interim Use of Activated Carbon
2801 YORKMONT ROAD • CHARLOTTE,NC 28208
[phone]• FAX[phone]

General NPDES Permit Application September 15, 1997
.525 North Tryon
Treatment System letter to the NCDEHNR's Mr. Dave Goodrich presented detailed background
information. A copy of this letter is provided in Appendix A.
In addition to the information contained in the attached forms, LAW respectfully submits the
following supplemental information regarding the proposed treatment system in the general order
outlined in the General Permit Notice of Intent application:
Section 3: CAP Approval
Per an August 13, 1997 telephone conversation between LAW's Mr. Mike Armour and the North
Carolina Department of Water Quality's (NCDWQ's) Mr. Allen Schiff, a Corrective Action Plan
is not required by the NCDWQ for this site. The NCDWQ's Ms. Mary Cabe confirmed in an
August 14, 1997 telephone conversation that this section was not applicable, and that a "no"
response was adequate.
Section 5(3): Carbon breakthrough time calculations
Please see carbon usage calculations in Appendix B
Section 6: Alternatives to Direct Discharge
The City of Charlotte Municipal Utility Department (CMUD) has had a moratorium on any
ground-water discharge to the sanitary sewer since about 1991, and is to date still not accepting
discharges(see attached letter from CMUD,Appendix C).
The size and use of the subject property (see Figure 2) will not allow for subsurface disposal or
spray irrigation disposal of the treated ground water. The site is to be completed as a multi-story
commercial and residential building (with basement level parking areas) which will occupy the
majority of the site.
Section 7: Additional Application Requirements
Item a: Final Plans for the treatment system. See Dewatering Treatment System Schematic
provided,on Figure 3
Item b: Narrative description of treatment system: The proposed system will consist of: 1) the
capture of ground water, if necessary, from selected construction related dewatering wells on a
temporary basis and/or from an under-drain/sump system using submersible sump pumps placed in
a permanent dewatering collection sump. The sump will be at a selected location below the third
below-grade parking deck (B-3 Level). The sump pumps (primary and back-up) are each rated at
30 gpm at 30 feet of head and will be equipped with level control switches and intrinsically safe
relays; 2) a 300-gallon surge/transfer polyethylene tank equipped with liquid level and high level
alarm/shutdown switches, and an integrated one horsepower (hp) transfer pump; 3) an Ejector
Systems, Inc. single tray cascade air stripper with a design liquid flow of 20 gpm (rated flow at up
to 75 gpm) and air flow of 400 cubic feet per minute (cfin); 4) post-air stripper/pre-carbon
particulate filtration using a StrainRite CQ series stainless steel bag filter housing with a flow
rating of up to 200 gpm and 150 psi. This housing can utilizes extended-life bag filters with mesh
2

General NPDES Permit Application September 15, 1997
,525 North Tryon
size range down to 0.1 micron (operational mesh will be 10 micron); 5) two TetraSolve, Inc. AF
series 500 pound liquid-phase activated carbon adsorption vessels for final polishing/treatment
prior to discharge to the storm sewer. These vessels (primary and secondary/breakthrough) will be
connected in series; and 6) a CIM 7000 telemetry/dialing system connected to the system alarms
which will provide pager/voice/fax alarm messages to up to six designated telephone numbers for
rapid response to system failure or back-up sump pump usage.
Final specifications, including air stripper removal efficiencies, and related manufacturer's
specifications/information for the components mentioned above is attached in Appendix D.
Calculated estimated effluent concentrations are provided with carbon usage calculations in
Appendix B.
Item c: USGS topographic map: See Figure 1.
Item d: Site map: See Figure 2.
Item e: Monitoring data:
Influent concentrations(worst-case result for each compound)
Constituent Worst-Case Estimated Post-Air
Concentration Stripper Concentration
(ug/L) (ug/L)
Benzene 90.5 8
Toluene <2 < 1
Ethylbenzene <2 < 1
Xylenes 5.96 < 1
Lead 26 non strippable
Naphthalene 3.49 2
Phenol <5.25 non strippable
MTBE 1.65 < 1
1,2-Dichloroethane < 1 < 1
Fluorene <0.30* < 1
Phenanthrene <0.85* < 1
Laboratory data reports are provided in Appendix E. In addition to worst-case analytical data,
recent analytical results for monitoring well MW-2A, which indicate that present constituent
concentrations are below the reported "worst-case" concentrations, are provided. Attached August
26, 1997 laboratory data for benzene, fluorene and phenanthrene were used in a linear ratio
formula with the worst-case benzene concentrations presented here to calculate the estimated
worst-case concentrations above(*). The calculation is presented with the laboratory data.
3

General NPDES Permit Application September 15, 1997
.525 North Tryon
If you have any questions regarding this application, please contact Mr. Mike Armour at (704)
357-8600.
Sincerely,
LAW ENGINEERING AND ENVIRONMENTAL SERVICES,INC.
Michael D.Armour,P.G.
Senior Geologist
Regi eyed,NC No. 1209
..)-(//c4
Tho as F. Beggs, P.E.
Principal
Registered,NC No. 13807
Enclosure: Notice of Intent
Figures 1-3
Appendices A through E
cc: Mr. Charles Jarnigan
The Harris Group, Charlotte,NC
4

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT,HEALTH,AND NATURAL RESOURCES
DIVISION OF WATER QUALITY/WATER QUALITY SEC I ION
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
NOTICE OF INTENT
National Pollutant Discharge Elimination System application for coverage under
General Permit NCG510000 and Authorization to Construct groundwater
remediation projects designed to treat petroleum-contaminated groundwater.
(Please print or type) .
1. Mailing address of applicant:
Company Name NATIONSBANK
Owner Name ATTN: MR GREG JOHNSON, HQ REAL ESTATE ASSET MANAGEMENT
Street Address 401 NORTH TRYON STREET, MATT, CODE NCI-ON-O6-(15
City CHARLOTTE State NC ZIP Code 28255
Telephone No. ( 704 ) 388-64 26
2. Location of facility producing discharge:
Facility Name 525 NORTH TRYON STREET
Facility Contact
Street Address 525 NORTH TRYON STREET
City CHARLOTTE
County MECKLENBURG
Telephone No. ( )
3. This NPDES Permit Application applies to which of the following :
New or Proposed* 0 Modification** 0 Renewal***
* Does the facility have an approved CAP? A / NO Date approved:
If no,please contact the Regional Office Groundwater Section to determine'the status of CAP
approval and / or authorization to proceed if immediate remediation is recommended.
Regional Office contact person: MR ALLEN SCHIFF Site Ranking(A-E): N/A
** Please describe the modification:
"** Please specify existing permit number and original issue date:
4. Description of Discharge:
a. Volume of discharge(in GPD): 28,800
b. The discharge is: Continuous © Intermittent
If the discharge is intermittent, describe when the discharge will occur:
c. Source(s)of contamination(i.e..gasoline,diesel,solvents,etc.): GASOLINE
General permits may be obtained for gasoline and/or heavy fuel contamination only. An individual
permit will be issued for sites contaminated with other constituents such as solvents and pesticides. '
Page 1 of 4

Application for coverage under General Permit NCG510000 and Authorization to Construct
d. Is free product present? NF£5/NO
If yes, a product storage tank and an oil/water separator are required. Free product is defined as
any measurable accumulation of 1/8"or more in a well or floating on surface water.
.e. Describe the discharge location(storm sewer,stream,etc.): STORM SEWER
f. Name of receiving water(s): IRWIN CREEK
g. A USGS topographic map (1:24000 scale),or copy of,identifying the exact discharge location
must be submitted with this application. SEE FIGURE 1
5. Treatment System Components:
Check all of the following that apply:
Oil/Water Separator) 0 Air Stripper2 () Carbon Adsorption3 © .. Filters4 0 Others©
1 If an Oil/Water separator is present, please provide the following information:
a. Rated flow capacity of the unit(in GPM):
b. Volume of unit:
c. Free product disposal method:
2 If an air stripper is present, please provide the following information:
a. Rated flow capacity of the unit(in GPM): 0-75
b. Air provided for stripping(in CFM): 400 CFM
c. Air to Water ratio: N/A - TRAY STRIPPER
d. Number of trays(if applicable): 1
3 If carbon adsorption is present,please provide the following information:
a. Rated flow capacity of the unit(s)(in GPM): 25
b. Number of carbon units and arrangement if number exceeds one(Le.,in parallel or in series):
2 IN SERIES
•
c. Pounds of carbon in each unit: 500 POUNDS
d. Specify carbon breakthrough time and how it was estimated: 305 DAYS, SEE APPENDIX B
4 If filters are used,please provide the following information:
a. Rated flow capacity of each unit(s)(in GPM): 200 GPM
b. Arrangement of particulate filters within the system (i.e., in parallel or in series):
SINGLE FILTER HOUSING
C. Solidsdisposalmethod: SOLID WASTE I,ANDFTT.I,
5 If other please specify:
Page 2 of 4

Application for coverage under General Permit NCG510000 and Authorization to Construct
+ 6. Alternatives to Direct Discharge:
Address the feasibility of implementing each of the following non-discharge alternatives:
a. Connection to a Regional Sewer Collection System -If the facility is existing and currently
discharges to a POTW,when will connection be terminated?
b. Subsurface disposal (including nitrification field, infiltration gallery, injection wells, etc.)
c. Spray irrigation
The alternatives to discharge analysis should include boring logs or other information indicating
that a subsurface system is neither feasible nor practical as well as written evidence indicating
that connection to a POTW is not an option. It should also include a present value of costs analysis
as outlined in the Division's Guidance For Evaluation of Wastewater Disposal Alternatives.
7. Additional Application Requirements:
For new or proposed discharges,the following information must be included in triplicate with this
application or it will be returned as incomplete.
a. Final plans for the treatment system. The plans must be signed and sealed by a North Carolina
registered Professional Engineer and stamped "FINAL DESIGN-Not Released For Construction."
b. Final specifications for all major treatment system components including air stripper removal
efficiencies for parameters of concern. List calculated effluent concentrations. The specifications
must be signed and sealed by a North Carolina registered Professional Engineer and shall include
a narrative description of the treatment system to be constructed.
c. USGS topographic map (or a photocopied portion thereof) with discharge location clearly
indicated. If the discharge is not directly to a stream, the pathway to the receiving stream must
be clearly indicated. This includes tracing the pathway of a storm sewer to its discharge point.
d. Site map with location of monitoring wells, recovery wells, and treatment system indicated.
e. Analytical monitoring data which sufficiently characterizes the type and concentration of
contaminants on site. This includes a listing of any chemicals found with the maximum observed
concentrations reported. The data provided must be no older than one year prior to the date of
this application. At a minimum,the following parameters must be reported: Benzene,Toluene,.
Ethylbenzene, Xylene, Lead, Naphthalene, Phenol, MTBE, 1,2-Dichlorethane, Fluorene and
Phenanthrene.
8. I certify that I am familiar with the information contained in this application and
that to the best of my knowledge and belief,such information is true, complete,nd accurate. Printed Name of Person Signing. -/µo/rf A. F -ACC,6 S
Title fAin1C 'ML q
f/-,
(Signature of Applicant) (Date Signed
North Carolina General Statute 143-215.6 b (i) provides that:
Any person who knowingly makes any false statement, representation, or certification in any
application,record,report,plan or other document filed or required to be maintained under Article 21 or
regulations of the Environmental Management Commission implementing that Article, or who falsifies,
tampers with or knowingly renders 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 not more than 5 years, or both, for a
similar offense.)
Page 3 of 4

Application for coverage under General Permit NCG510000 and Authorization to Construct
Design of treatment facilities must comply with requirements in 15A NCAC 2H .0138. See the
Division's guidance document Minimum design criteria for NPDES groundwater remediation systems.
Notice of Intent must be accompanied by a check or money order for$550.O0 made payable to:
North Carolina Department of Environment,Health,and Natural Resources.
Mail three(3) copies of the entire package to:
Division of Water Quality
NPDES Permits and Engineering Group
Post Office Box 29535
Raleigh, North Carolina 27626-0535
Final Checklist
This application will be returned as incomplete unless all of the
following items have been included:
® Check for $550
® 3 copies of this completed application and all supporting documents
3 sets of plans and specifications signed and sealed by a North Carolina P.E.
0 Thorough responses to items 1-8 on this application
Alternatives analysis including present value of costs for all alternatives
The submission of this document does not guarantee
the issuance of an NPDES permit.
Page 4 of 4

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ii LAW
SITE LOCATION MAP
525
vil
ENGINEERING AND ENVIRONMENTAL SERVICES NORTH TRYC7N STREET
CHARLOTIEe NORTH CAROLINA CHARLOTTE. NORTHARC I.INA
PREPARED DATE CH K DATE JOEI NO. 3010 -17—2191 F.C• IRE 1

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HIGH LEVEL SHUTOFF SWITCHES PUMP
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TRANSFER/SUMP TRANSFER TRANSFER BAG FLOW METERING
PUMP PUMP FILTER DEUCE
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NOTES:
* TANK AND TRANSFER PUMP FOR TEMPORARY DEWATERING
E DURING BUILDING CONSTRUCTION. SUMP AND SUMP PUMPS
FORKPERMANENT BELOW GRADE DEWATERING OF PARKING FINAL DESIGN
NOT RELEASED FOR CONSTRUCTION
E4
i
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/ TREATMENT SYSTEM SCHEMATIC
ENGINEERING AND ENVIRONMENTAL SERVICES 525 NORTH TRYON STREET
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PREPARED (DATE CHECKED DA JOB NO. FIGURE
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LAW
• ENGINEERING AND ENVIRONMENTAL SERVICES, INC.
• FILE
July 17, 1997
Mr. Dave Goodrich
NPDES Group Leader
North Carolina Department of Environment,Health
and Natural Resources
P©Box 29535
Raleigh,North Carolina 27626-0535
Subject: Request for Interim Use of Activated Carbon Treatment System
525 North Tryon Street
Charlotte,North Carolina
LAW Project 30100-7-2191
Dear Mr. Goodrich,
On behalf of The Harris Group, Law Engineering and Environmental Services. Inc. (LAW)
submits the following request for the interim/temporary use of a ground-water treatment system
(system) utilizing activated carbon at the subject site(Figures 1 and 2).
The purpose of this request is to provide a cost effective interim mechanism that would: I) allow
treatment and discharge of construction dewatering related ground-water to the local storm sewer
system, if it becomes impacted above regulatory limits by a nearby gasoline petroleum
hydrocarbon ground-water plume; and 2) preclude the potential shut-down of construction
activities at the site. This interim system would be activated only when monitoring samples
indicate that there is impact to the dewatering effluent as stated above, and utilized while awaiting
the approval of an individual National Pollutant Discharge Elimination System (NPDES) permit
application by the North Carolina Department of Health, Environment and Natural Resources
(NCDEHNR) currently being prepared by LAW. Project and proposed system information is
provided below.
The subject property is located at 525 North Tryon Street in downtown Charlotte, North Carolina.
(Figure 1). The property is bounded to the northeast by 9th Street, to the northwest by Church
Street, to the southwest by the First United Methodist Church (church) building and 8th Street, and
to the southeast by North Tryon Street (Figure 2). The property is owned by NationsBank, and is
being developed by The Harris Group for the construction of a 16 to 18-story building,a four-story
building, and a three-story below grade parking deck.
Data from environmental assessment activities previously conducted on the adjoining church
properties indicated that approximately 0.5 feet of free phase gasoline petroleum hydrocarbons
was present in a ground-water monitoring well (DW-6), located near the southwest portion of the
church property (Figure 2). This well was installed by others as part of environmental assessment
and remediation activities for an adjacent property parcel (currently the Transamerica Square
building; located southwest of 8`''street)also owned by NationsBank. The gasoline present in well
2801 YORKMONT ROAD • CHARLOTTE.NC 28208
[phone]• FAX[phone]

Mr,Dave Goodrich
July 17, 1997
Page
DW-6 is part of a ground-water impacted plume undergoing pump-and-treat remediation from a
system located in the Transamerica Square building(General Permit No. NCG510000, Certificate
of Coverage NCG510277).
In October 1996 LAW informed The Harris Group that dewatering operations from the church side
of the property, required during foundation excavation and construction activities, could
potentially facilitate migration of the petroleum impacted water from the vicinity of well DW-6
into the dewatering system effluent discharge. Foundation and parking deck excavation activities
were initiated in February to early March 1997. As part of The Harris Group's response to the
potential migration of petroleum impacted water toward the dewatering operations, LAW installed
ground-water monitoring wells MW-I, MW-2, and MW-3 to a depth of approximately 30 feet
below ground surface (bgs) on the church property between March 7 and 10, 1997(Figure 2).
These monitoring wells were installed to provide an early-warning detection system. Records of
the well installations were submitted to the NCDEHNR.
Ground-water samples were obtained from existing well DW-6 (below free product) on November
8, 1996, and from new wells MW-1 through MW-3 on March 11, 1997 prior to commencement of
dewatering operations. The sample from well DW-6 was analyzed using EPA Method 8260.
Samples from wells MW-1 through MW-3 were analyzed using EPA Methods 601,602,504, and
7421. These initial analytical results indicated Total BTEX concentrations of 67,900 micrograms
per liter (ug/l) in the sample from DW-6, and 510 ugh in the sample from MW-2. The analyzed
constituents were not detected in the samples from wells MW-1 and MW-3. A summary of these
results are shown on the table below. A bi-monthly ground-water sampling program for these area
wells was subsequently initiated as part of an early-warning detection system for the dewatering
operations. Construction related dewatering operations were begun in late March to early April
1997 with the water being discharged directly to the downtown Charlotte storm sewer system.
Information provided by the NCDEHNR and the MCDEP indicate that discharge from this storm
sewer system feeds into Irwin Creek. which is designated as a Class C stream (non-water supply
source).
Ground water levels were lowered below the bottom of the new monitoring wells (MW-1 through
MW-3) shortly after initiating the monitoring program. Monitoring well MW-2A was installed to
a depth of 76 feet bgs on May 1, 1997(see attached boring log) to replace monitoring well MW-2.
Subsequent ground-water samples have been routinely obtained from the church/plume related
dewatering discharge (effluent), and monitoring well MW-2A. Monitoring well DW-6 still
contains free product, but insufficient water for sampling. The samples obtained have been
routinely analyzed for the release documented gasoline constituents benzene, toluene,
ethylbenzene, and xylenes(BTEX),and methyl-tert-butyl ether(MTBE).
Laboratory analytical data obtained from the samples obtained (see table below) indicate that to
date the dewatering system effluent has not been impaired by the analyzed gasoline constituents.
Based on discussions with representatives, the MTBE concentrations noted at less than 1 ug.11 are
attributed to false readings due to minor laboratory contamination and instrumentation limitations
and are not considered representative of the sample. The analytical data further indicate the
intermittent presence of BTEX constituents and/or MTBE in MW-2A. It is our opinion that the
reduced constituent concentrations in the vicinity of well MW-2/1MIW-2A are a result of

Mr.Dave Gaadrrch
July 17, 1997
•
Page 3
adsorption/capillarity of the dissolved phase petroleum constituents within the soils exposed as a
result of the lowering of the water table during dewatering operations. Although these
concentrations are currently reduced from the initial concentration of 510 ug/1, the potential impact
in the discharge is still considered viable over time. The table below summarizes the analytical
data obtained to date for wells that had petroleum constituents detected.
Total BTEX
Well Number Sample Date Lug MTBE (ue/11
DW-6 11/5/96 67,900 Not Analyzed
MW-2 3/11/97 510.2 Not Detected
3/24/97 1 Not Detected
MW-2A 5/2/97 92.7 1.56
5/16/97 41.4 Not Detected
5/30/97 67.22 1.65
6/16/97 Not Detected Not Detected
6/27/97 40.4 0.64
MW-3 3/11/97 Not Detected Not Detected
3/24/97 137 Not Detected
Dewatering Discharge 3/24/97 Not Detected Not Detected
4/9/97 Not Detected Not Analyzed
4/23/97 Not Detected 0.7
5/2/97 Not Detected r Not Detected
5/16/97 Not Detected 0.69
5/30/97 Not Detected 0.69
6/16/97 Not Detected Not Detected
6/27/97 Not Detected Not Detected
Construction related dewatering is anticipated to last approximately 9 to 12 more months with
maximum dewatering flow from the church side of the excavation site estimated at 20 gallons per
minute (gpm). Once construction activities have reached an appropriate point, a permanent
dewatering system incorporating an under-drain system will be activated. The maximum flow
from the church side of the permanent dewatering system is estimated at 10 gpm..
Based on the downtown location of the site three options appear to apply for the handling of
potentially impacted ground water. The first option is to obtain permission to discharge the water
to the local sanitary sewer system. The second option is to collect the water in large tankers, and
have it hauled and disposed. The third option is to pass the water through a treatment system
prior to discharge into a storm sewer system. The Charlotte-Mecklenburg Utility District(CMUD)
has had a moratorium on any ground-water discharge to the sanitary sewer system since about
1991, which is still in effect. Due to the exorbitant costs ($0.40 to $0.60 per gallon is not
uncommon) and logistical improbability for use of tankers at the site, the use of storage tankers is
eliminated for further consideration. Based on anticipated flow rates, and low influent loading
concentrations from the dissolved phase gasoline constituents, the use of a liquid phase granular

Mr, Dave Goodrich
July 17, 1997
Page 4
activated carbon (GAC) system is recommended for water treatment. This would be a lower cost
.system compared to the General NPDES permit requirements (oil/water separator, air stripper, and
GAC). In addition, this equipment will preclude air stripper off-gas emissions permitting with the
Mecklenburg County Department of Environmental Protection (MCDEP) Air Quality Section and.
potential air emissions treatment (likely by vapor phase GAC) that is triggered by the General
NPDES permit equipment requirements.
The interim treatment process will consist of routing influent water to be treated from selected
existing dewatering system wells into a transfer/surge tank (approximately 275-gallon capacity).
The transfer/surge tank will be equipped with liquid level switches, a low(pump off), high (pump
on), and a high-high (alarm with system shutdown). The alarm system will be linked to LAW
and/or The Harris Group for a rapid response should the treatment system fail. A transfer pump
will be used to pump water from the transfer/surge tank to a StrainRite (or equivalent) bag-filter
housing. 'The bag filter housing will be used to pre-filter sediment from the water prior to GAC
treatment and has a pressure rating of 200 pounds per square inch (psi). Bag filters as low as 0.1
micron, metals, and semi-volatile hydrocarbon filtration capability can be used in the housing.
After pre-filtration the water will be routed to two 500-pound liquid phase GAC vessels connected
in series as a primary and secondary/breakthrough vessel. Influent flow to the GAC vessels will be
balanced with the influent flow to the transfer/surge tank, which will allow for optimal contact
time of the water with the GAC and efficient treatment by the GAC. The size of the GAC vessels
was determined by the manufacturer based on the estimated influent flow rates and constituent
concentrations.
It is anticipated that this system will be included in the individual NPDES permit application for
long term treatment inclusive of the permanent dewatering for the completed building complex.
The submittal of this request was prompted based on telephone conversations regarding this
project between LAW's Mr. Michael Armour and Mr. Mark McIntire, and Mr. Paul Clark of the
NPDES Group, in Raleigh, NC, Mr. Rex Gleason of the NCDEHNR Mooresville Region Office
Water Quality Group, and Mr. Rusty Rozzelle of the MCDEP Water Quality Section.
Approval of this request for an interim use of an activated carbon treatment system during
construction dewatering operations will provide a cost effective, stop-gap mechanism and
regulatory vehicle to treat ground-water if and when it is impacted by gasoline hydrocarbons, with
minimal or no adverse affect to the extensive construction schedule and related operations until the
issuance of an NPDES permit by the NCDEHNR.

IIIF.ursve vvcwrccrt
July 17, 1997
Page 5
The Harris Group and LAW appreciate your timely attention to this request. If you have any
questions,please contact us at(704)357-8600.
Sincerely,
LAW ENGINE G ENVIR AL SERVICES, INC.
Michael D. Armour, P.G.
Senior Geologist
Registered,NC #1209
9fu
7v avid Wal ace, P.E.
Principal Engineer
Registered,NC#20055
Attachments
cc: Mr. Rex Gleason Mr. Charles Jarnigan
NCDEHNR, Mooresville,NC The Harris Group, Charlotte,NC

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�C
EXPLANATION
V//4 APPROXIMATE SITE LOCATION
re
Iii
2000 1fi00 0
';'
APPRO7OMAT! SCAii IN TUl?
REF: U.S.G.S 7.3 MINUTE MAP CHARLOTTE EAST, N.C. QUADRANGLE DATED 1967, PHOTO REVISED 196l1.
LAW SITE LOCATION MAP
6 ENGINEERING AND ENVIRONMENTAL SERVICES 525 NORTH TRYON STREET
CHARLOTTE, NORTH CAROUNA CHARLOTTE, NORTH CAROUNA
1.
PREP ARED TE ©� NO. 30100-7-2191 FlGURE 1
.1Y wD- 1©A 77/5'-97 Ia+ lDATE7-/.) -Y7

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> A
i / 277 \ m O \ 4
r ,1
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EXPLANATION
V. APPROXIMATE SITE LOCATION
0 IDENTIFIED SURROUNDING PROPERTY 1000530 0 1060
111
APPRAmAZE SCAM IN PUT
REF: MAP OF UPTTOMM CHARLOTTE, N.C.. FROM ADC OF ALEXANDRIA. INC DATED 1996
/l LAW SITE PLAN/SURROUNDING PROPERTIES
ENGINEERING AND ENVIRONMENTAL SERVICES 525 NORTH TRYON STREET
CHARLOTTE. NORTH CAROUNA CHARLOTTE. NORTH CAROUNA
PREPARED DATE CHECXED DATE J06 NO.
DT l l 301 00-7-21 91 ,FIGURE
2

cot
4111111.1.0
144
.44
EXPL A ATIof
$ MONITORING WELL LOCATION
:" .fi : ABANDONED MONITORING WELL
PROPERTY BOUNDARY
w PROPOSED BUILDING UMITS
°NOTE: ALL LOCATIONS ARE APPROXIMATE.
SQUARE .BUILDING 3 0
.40
�X x �y��
n - R ''-i * "° '''APPROXi DE SEX* of vszr
,.. c LAw
�iEE NG AND ENIAR EN AL ��
1,
« *ovum ii Komi CAROUNA
- _
SITE PLAN
52 NORTH TRYON STREET
74
CHARLOTTE, NORTH CAROUNA
PREPARED REF PRVAf BY�G - 7 r f 7
. Mfg. 30100—7-2191 no.ARE
.

ELEVATION DEPTH. PENETRATION-SLOWS PER FOOT
IFEETI WEED DESCRIPTION WELL DIAGRAM
5 1. 1520 aD eD s© 100
FILL-Loose tan clayey fine to medium SAND .Y,
3'0• RESIDUUM-Stiff tan brown ora
nge clayey �
• fine to medium sandy SILT
y - . ^ to
.m.:
..':.: X i . ,
4, r,:k
.' }# 12
I
s
.ti> iii 10
-
>;r. a
12.0 �. - ' ,..}..,
f Firm tan orange white micaceous fine sandy <'
SILT 'is;::,
t _ 1 , 1' e
Ii
I
— 1
I • -
_T '. . 7
i
_. Y F i g
32.0 . Very stiff olive white gray micaceous fine _ }; 1
sandy SILT _
, . _ . f) — ;
Hard tan olive to tan gray micaceous sihy
. fine to medium SAND (wet) —
J
.
REMARKS: DRILLED BY Stone BORING NUMBER MW-2A
Type II Monitoring Well installed to 76 feet on LOGGED BY MA - DATE DRILLED 05/01/97
, 05/01/97 with 60 feet of 0.010-inch slotted CHECKED BY MDA JOB NAME 525 N. Tryon
screen. Depth to ground water measured at 34.40 JOB NUMBER 30100-7-2191
feet on 05/06/97.
LAW ENGINEERING and
PAGE 1 OF 2 ENVIRONMENTAL SERVICES,INC

Swum
EBBVATTON DEPTH PENETRATION-BLOWS PER FOOT
(FEET) MEET) DESCRIPT)ON WELL DIAGRAM
0 1 )0 IS 20 ap BO SO 120
Ot
45
I
4
So
: :
\II
164.0 PARTIALLY WEATHERED ROCK Sampled as olive gray • n-
— white micaceous silty fine to medium SAND with t
weathered rock fragments
. : —
.
.. it SO/2.E
f .
1
.. SO/.5"
76.0
Auger refusal and boring terminated at 76.0 feet.
so
REMARKS: DRILLED BY Stone BORING NUMBER MW-2A
LOGGED BY MA DATE DRILLED 05/01/97
CHECKED BY MDA JOB NAME 525 N. Tryon
JOB NUMBER 30100-7-2191
LAW ENGINEERING and
PAGE 2 OF 2 ENVIRONMENTAL SERVICES.IN(

Appendix B
JOB NO, 1 00--- al`a 1 SHEET ___ OF_._(!?? _
JL �� PHASE TASK ____
JOB NAME
B
AENGINEERING AND ENVIRONMENTAL SERVICES, CNC,
1
BY t't DATE 8 ?•C.._lf- ...........
2801 YORKMONT ROAD
CHARLOTTE,NC 28208 CHECKED BY � DATE 42 _ I
,
k
j f
1
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,
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• t1-3734:4LIli+ 1Itb i i
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r.-
- ,f
c `)7f J

JOB NO.s-30109'?"-.2 0/SHEET 02. OF ‘:
LAW
ENGINEERING AND ENVIRONMENTAL SERVICES
AL JOB NAME --C- -..- At 'Pr'y /
BY '' --.71 DATE r-ge. - 7
CHECKED BY , DATE
, 1
rs r/Avl-rt r g,6 Vit'ez-larAt r eev)reozi/es ,<,,,e ..:"
;/,,, .7\/ ; P '< r </A//6fraiz c611-74 ,1 .444,-.4.00fror 424-L- /2",e-/
. .
/-,35-r.1(t'T/ %A 0,04446,1 C,7,-"E&44 hAA,141-)-7 S (111/4dfrte/)
11-C4:1-7‘1 n”1.6, 2;9RekA-te i•49/ e 77J4%k-v, /-,/,/e ,,,14.4 _re,,,,'-
6171 /A-7-69t-fr*,-)e-7;e":4 p/e401,,,,e164 66 trioly7 2.0,97.460Se/r.,-- /44,,e,iitell k/x t,"etst...e.) 9,56,:.,,,,•?-:04,44 .
ee,ii easne_ - t9. 0 ofer plc,/ if 0 ) -7"--, e K/e, 7 VA
--<0,0,0/ "1,11-6 Oc-- (7- 95,e2 ) ---7-- </ 7c,./a-7.74_
- . 4''A:7/Pvifr-e* ,4: C/-9 ,79 ' ) '-'s"/ )(/ .' 7 mi C.'
- 417,6fg/gui,/-e , P -97-9flo)
- 0,00 v oily te )E-Q - 99,
ORM 17

: —
• QU©TATI©N
$10 Notional Avenue.Addi•an,141`111'","' LAW ENVIRIMNEMTAL Quote • 970875-00
" I. 2801 Yorkmont ate;0
9/1 Net da s
2/9
Charlotte, MC
1 28208 Freight: p©��dia added
• Attn: Nike Aravur
Phone: [phone] Quotation is valid for 60 days
FAX: [phone]
Quota Specifications:
REF: 525 N. Tryon Project
Electrical Requirement: 3/60/230 4 wfre plus ground service
Motors will be TEFC4 controls will be NSA 3R or NEMA 4
for non-hazardous location.
Air Stripper design criteria: Mater Air
Flow2 Rat• 60 F Fl4000 cfmRata
9PR
Design Design Projected
Influent Effluent Effuent
Constituent (PPb) (PPb) (PPb)
�a:xaasx3aAta x a as a�aN�a as•aa.a.�aa as aaooxa mama xamaa as a as
Benzene 90.5 71.4 8
Toluene <2 na < 1
ethylbenzene <2 na < 1
Xylenes 5.96 na < 1
Lead 26 na N/S
Napthalene 3.49 na 2
Phenol 5.25 na N/S
NTBE 1.65 na < 1
1,2-Dichloroethane < 1 na < 1
Fuorena < 0.30 na < 1
Phenanthrene < 0.85 na < 1
N/S: non strippable
We offer the following:
I SURGE TANK
* 300 gallon capacity polyethylene tank
* 1.0 hp TEFC transfer pump
pump will be mounted on air stripper
1 ESI CONTROL PANEL
BREAKER PANEL:
* Nein lugs only panel with branch circuit
breakers for controls and process components
CONTROL PANEL:
* MENA 3R Enclosure
•
* Magnetic Motor Starters with Overload Relays
* auxiliary contacts
* Intrinsically safe barriers for surge tank
* Nerd-Wired relay logic
* UL listed panel
INTERLOCKS:
630.343-2214
1-800-0IL•L.EAK
:U e3a543-2014
r ns ^ wrr •mwa.r_ma_m ar�s 02 : fi © Le •2 t 'E0

' . )
. . .
. ,
CONCENTRATION VERSUS LOADING
FiltrabOrb 300 Carbon
Loading (rnp/g)
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-.*".-*.....'"...."1-'...'..I ....--.1-..717 1**-'7'?.• •.:t .--....71""*.T.:171."hiTV ...-7-....:..*'7,71-",tt'''.'11. -.:„7-1-7,77.-...'71-4771"77-i•-•"11-.4•1••!•1_T
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•
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•
Concentration (ppm)
--c
Poti•O 1.1n0I • laolliairs Eitlispol•Ilon•
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....
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. .

...,,,
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. .7.,;:."771±: i:44i•777.17 ::-14T:I,..--=::9- a:- ____-_}-1-71-ri-tti ----t--1---7.1-11f-------1---17.—.341-u
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. „
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— •— ' ""•1—YI • -----""-.1.--r-1 3.-- 11-111 --"*"1 -1 ----i."--.' r ": 11:=7-14.1... .
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uldreit.6.1..„.1 _ . . • . . . . . !: .i ../., 1.. , . . „ 1 . ..f 1;. . . . ..„. 4,.
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•
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1111-
goon,
' 'tiNOltrgtgiipt•i•
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PRNIelfritfle (Pr*, io
loo woo
USE RATE (14/Ippo pAL) - CONCENTRATION or) x 8.13,
fir i LOADING (NG/G)
•
.,,
, . :::,' ,;•:at., 14)•, '.ii ,

Appendix C
CNIARDOTTE-
August 21, 1997
Mr. Mike Armour
Law Engineering and Environmental Services,Inc.
P.O. Box 11297
Charlotte,North Carolina 28220
Subject: Groundwater Discharge-Dewatering of Construction Site-525 N.Tryon Street
Dear Mr, Armour:
This letter is to inform you that at this time, Charlotte Mecklenburg Utilities does not have a program in place for
permitting or accepting groundwater or water from dewatering projects, Further, the sanitary sewer sytem is
already limited in capacity and cannot accept this discharge.
If you have arty questions or if you need additional information,please call me at 391-5100.
Sincerely,
A •
dine A. Townsend,P.E.
Protection Division Manager
cc:flle
Charlotte-Mecklenburg Utilities
System Protection Division • 5100 Brookshire Boulevard • Charlotte, NC 28216 • 704/394-9284
•
I' LT _ ... ..... .. .

Appendix D
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• t — QUOTATION
• 110 Natianel Avenue.Addison,IL E0101-1e12
•
a i e a eS T i r e LAW ENVIRONMENTAL Quote 9 970875-GU
Id I. 2801 Yorkmnnt ,49112/97d ;
Charlotte, NC Date:Terms: Nat30 ay
28208 Freight: prs and
added
Attn: Nike Armour
Phone: [phone] Quotation fs valid for 60 days
FAX: 704-357:1622
Quote Specifications:
. REF: 525 N. Tryon Project
Electrical Requirement: 3/60/230 4 wire plus ground service
Motors will be TEFC4 controls will be NEMA 3R or NEMA 4
for non-hazardous location.
Air Stripper design criteria: Water Air
now Rate Ten . Flow Rate
20 gpm 60 F 400 cfis
Design Design Projected
Influent Effluent Effluent
Constituent (ppb) (PPb) (PPb)
Benzene 90.5 71.4 8
Toluene <2 na < 1
ethylbenzene <2 na < 1
Xylanes 5.96 na < 1
Lead 26 na N/S
Napthalene 3.49 na 2
Phenol 5.25 na N/S
NTBE 1.65 na < 1
1 2-Dichloroethane < 1 na < 1
F7uorene < 0.30 na < 1
Phenanthrene < 0.85 na < 1
N/S: non strippable
We offer the following:
1 SURGE TANK „ .x ,'
* 300 gallon capacity polyethylene tank
-it1.O hp TEFC transfer pump
pump will be mounted on air stripper
I ESI CONTROL PANEL .
~BREAKER PANEL:
* Main lugs only panel with branch circuit
breakers for controls and process components
CONTROL PANEL:
* NENA 3R Enclosure
. * Magnetic Motor Starters with Overload Relays
* auxiliary contacts
* intrinsically safe barriers for surge tank
pump
* Nand-Wired relay logic
* UL listed panel
INTERLOCKS:
330443-2214
1-800-0IL-LEAK
Fax e3o-543-2014
t r .r nwrr 0ati tot asMIits ar©snitr• m . Txr,r© 2 : sr3 Ls '2 t •s ❑

W&owns Inssoponsod
LAw ENVIRONMENTAL
MO National Avenue.
n .Addison. d0,01-onz Quote it 972815-00
Page
■.1at �arara . '
". * snap pulps shut off upon .
* high surge tank
* air stripper blower low pressure
* stripper high-high. slurp
I TELEMETRY SYSTEM .
* Model CIM-7000
* (6) input channels
compact size
* auto-dialing
* data-logging
* notification by voice; fax or pager
* automatic fax report-in
* built-In voice recording system
* multiple phone numbers
* built-in fax/modem
* automatic redial
* remote and local programming
* real-time remote polling
• 2 ELECTRIC SUMP PUMP .
* Meyers model NE50 submersible pump
* :rase 230 volt motor
•
i * hp motor* t 120 gpm capacity
* float switch on/off control
* all additional straps, clamps and fittings
to top of sump_
i * set up for lead-lag operation
1 ESI CASCADE AIR STRIPPER
LP5001 NOVEL #2146
I tray with 3 hp blower .
•
0-75 gm liquid flow rating
400 cfm air flow rating
. * 1.5 h effluent transfer pump
- * high-high sump level switch
* low air pressure switch , -
Standard Air Stripper Includes
- Epoxy Coated Steel Trays
. • * 6" tray clean out ports (8 per tray)
• * removable nylon aeration tubes (7 per tray)
. quick-release tray latches (10 per tray)
Lid with Demister and 8" Exhaust Port
Aluminum Blower
* air pressure gauge
* inlet guard wth damper .
I Integral Effluent Sump Base .
* 100 gallon working capacity
. * 8" clean out/inspection hatch -
removable sight glass with shut off valve
* air stripper is skid mounted .
630.643-2214
1-800-0IL-LFAK
Fax [phone]G14
_ � _ — .. - ......... . ®. . . v� • � aris ,a. 15a34.4-rl7 _ RA k. 6 '2 t 'B ©

1inowsild
$10 National Avanw,Addison.N.00101S11 LAN 8111ROINENTAL
Quote 1 910 'S-00
age ># 3
4 .
,,,,,,,,,
II I ENGINEERING I Dt Lwd ENTATION
., ► OPTIONS Art TO NET TOTAL
* Additional intrinsically safe relays for sump pis,
to make the floats operate on intrinsically safe power.
Pump motors are standard construction.
* Change to 450/60S system •
with !ERAI breaker enclosure
* Cam locks, hoses pressure gauges, and sample ports for
. (2) Tetraso l ve 1 500 carbon vessels
1.01111111111.11111111111111.11
. NET TOTAL: .
Yours truly*
EJECTOR SYMSYSTEMS*, INC.
Edward Tung, P.E.Sales Engineer .
:10 O.doc
1
F
0.
*30.843- 21d
1- 1- LL-LEAK
,ax$30.043- 014 .

"rt TRft5QLv • IOU *
56 Taylor Ave. Phone [phone]
Plymouth. fall 02560 fo* 5084245997
****** mars, ******
QUOTE DATE : 1997/07/14
gILJ. 2Q SHIP 22
Law Engineering . As required
and Environmental Service
2801 Yorkmont Rd.
Charlotte, NC 28208
att. . Accounts Payable att. . Mike
Armour 704-357-8600 704-357-3717
SALESPERSON. . .. : Ed T. YOUR ORDER NO. : Quote
E TPPED VIA. .. .: Best Way
F.O.B. POINT. .. : Indianapolis, IN TERNS: Net-30
PRODUCT CODE(S) : Carbon
DELIVERY. . . . . . . : 3 to 4 weeks
OTY. ORDERED DESCRIPTION TOTAL
2. . . . . . AF-500 Aqueous GAC filters with 500 lbs.
. . . . . . . Reactivated GAC in each @ ea. . .
SUBTOTTAL:$
SHIPPING and HANDLING:
TAX
TOTAL :
You* 'unwired tOR IOU con'GMC PRYER! MAD PATER MYrrEM S
Z© Wd90:Tt 466T VT '1nr L66S t'?Z 80S : 'ON 3NOHd ^10Sp-4Tal : WObu

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. .
ME SERIES
, . 1/2 through 1-1/2 HP
Effluent Pumps
ti Pt. -
i DURABLE MOTOR WILL DELIVER MANY TEARS OF
RELIABLE SERVICE
■ Oil•filled motor for maximum heat dissipation and
constant bearing lubrication.
• High torque,permanent split capacitor(PSC),
single phase motors. No starting switches or
relays to wear out.
• Optional seal leak probe warns of seal leak
condition. (Dual seal motors only.) Helps prevent
0 1 costly motor damage.
■ Motors have on winding current and temperature
sensitive overload.(Single phase only.)
', ; THE ME SERIES EFFLUENT PUMPS ARE DESIGNED FOR
YEARS OF MAINTENANCE FREE OPERATION
II Volute seal ring is replaceable. Restores pump to
original performance if wear should occur.
Myen
t` ■ Motor is held in place by 4 screws, Easily re-
moved if service is ever needed.
;'.r
Double Seal . ,:" PRODUCT CAPAILITIES
Capacities To 120 GPM 454 LPM '
., Heads its 95 ft, 25.9 m .
r Max Sphezicat Sands Y.In. 19 mm
0et. L.,Handling dnmesElc effluent&drain wane'
Intermittent Liquid Temp. to 140'F j up to al'C
Motor 4ectncal'Lsata 1/2 HP 115voits,l ph
, 1/2 to 1-1/2 HP 230 volts.1 ph
208,290,460,575 volts,3 ph
SitlQlra Seal all-filled,permanent split capaci-
tor type, 1 ph,3450 rpm,60 Hz
Motor Insulation Class 8(130'C)
Third Party Approvals UL,CSA
THELITERS ME SERIES EFFLUENT PUMPS ARE Acceptable pitRange 6-4
DESIGNED SPECIFICALLY FOR TODAT'S EFFLUENT Specific Gravity .9-1.1
PRESSURE DISTRIBUTION MOUNDS,TRENCHES AND Viscosity 28-35 SSIJ
HiGH FLOW DRAINAGE APPLICATIONS, The ME Series discharge. t ©.a mm
2 in. ' s
effluent pumps with their student two vane,enclosed Min,sump 6taz.stinpiez 24 in. "61 cm
impellers,provide the ideal performance to?optimum Duplex 36 fn. 91A cm
dosing. ME Series pumps are constructed of only
-
corrosion resistant materials like cast iron,stainless c©nslrucuaan Materials
Steel and thermoplastics to assure that they will per- moor Housing,wlute cast iron.Class 30,ASTM A46-76
form for years to come in the harsh effluent environ- 'Enclosed limo vane .
rnent and drainage applications, For more tnforma- tmpeu r Standard engineered thermoplastic
Lion,call your Myers distributor today or the Myers Optional bronze
Ashland,Ohio sales office at 419/289-1144. impeller Wear Ring 304 SST
monde Sealing-1l1ng ti Buna•14
ADVANTAGES BY DESIGN Shaft , 416 SST
IDEAL FOR USE IN MOUND AND TRENCH PRESSURE Power Coat
DISTRIBUTION SYSTEMS ir2 HP, 1 Ph 20 ft. 16/3 S OWISJ©W-A
t High efficiency.two vane,enclosed impeller pro- 3/4-i-t/2 IO 1 Ph 20 ft, 14/3 s iwipw4 A
vides ideal performance for most efficient dosing. aft S a 24 g, 1414 ggw/�Qyrg
mic
t impeller passes full V.inch solids, Shaft seals Optionalpu©ara dingle c carbonaim a&era
t Enclosed impeller design eliminates possibilityof tuns to &ceramic
Opt.Lower ,ttusgsten carbide ,^,
jamming or corrosion between impeller and v©lute. Fasteners 30o series SST _
WHERE INNOVATION MEETS TRADITION
Myers' -

_ _ ME SERIES
. .
1/2 through 1-1/2 HP
Effluent Pumps
P©w!R cow) DIMENSIONS ma
Jacket sealed with cam- MOTOR HOUSING gip;,,
presslon fittings, Individual Cast iron for atticlent �a_ ���
wires potted with epoxy In heat:ranter and ►�� `� ��c�
prevent wicking in case of corrosion resistance. II 41 j'I�1 �
cord damage. DJ ARI 1� �
+ y Upper and lower ball
•i �� support rotor. lake
F2IF.,# raQlal Cmd thrust loads•lei ...1 MOT©1t
/ `c 1l2.3/4. I and 1.1/2 HP
41 single cr throe phase.
'" ari,
r 60 Hz. 3450 RPM, Single �._ lo'�
tl ti /A�e.,_, =/ ) phase PSC motors have • ■
1 _ . .,e..-7. \ f/ built•lr:On winding
pi
/ ., -:N�`� , overload protection, oil.
/ 3 cooled and lubricated.
HIGH EFFICIENCY CAST * •
or - IRON VOLUTE 4� ��
n $ Corrosion resistant, Passes � -�, —�--
'� 1. '/i"spherical solids. 2'NPT —I —���-1
f! ; mom d1SCharge. ,F w 91r--t 1'
Ar
* .� "rt 1--_i.._1: 1 --±(0it - ==% inches(millim ters)
L _ - Model Series A H C F
r 16,8 4.09 1A3 12.13
..,„
III
L ,„,,,„„,.
"IMF60➢ 16.6 4,09 l A3 1213
kr'
(472) (104) (26) (30tt)
M£75St MElOt15,ME15O5 16.8 4.0 1.06 12.5
(427) (102) tan) (318)
ENCLOSED TWO VANE VoLIME/IMTELLER SEAL ME75D,MLIO©D.ldE15O➢ 18.6 i 44 1.06 12.6
IMPELLUSt RING (472) i (102) _(27) (316)
high efficiency. Passes Maintain high e:liclency
ii spherical solids with and reduces reclrcvlatlon, PERFORMANCE CURVE
stainless steel wear ring. Replaceable. .
Optional bronze construe- Doom LOMB 1'°l M AME
lion available. 0 •v rle tick roe are BOO as wo MO
SHAFT SEAL(S) ��
. , ,,,s Carbon and ceramic taus. •
op I 74.
i w Optional dual ta3uiem 20 - �. g
E' ��f 'AJ`� motor tiro, so
le
w,x *r m
N .
.110,17,iii: 1:
il
°iceill14-11114rozis
1 . It II
d".. .rr`�• i-deso ' SEAL LEAH PIOUS se+ - ,�,`
Optional probes(dual
seal only)detect water 1O ,,.
leakage in seal housing, o o
Activates warning light. 0 '0 20 i0 .10 p SO 70 rO 110 tm 110 ter lac
CM'ACLTT rl/.rre M llr a
1
K3320 2I96 Weis
Printed In U.S.A. ,
Rti=“40(1,

ME Series
1/2 through 1 -1/2 HP MYerS
Effluent Pumps
Performance Curve
CAPACITY LITERS PER MINUTE
0 50 100 150 200 250 300 350 400 450
100
90 7s- s
Bo • ' 1 24
is
0
70
41E"/00 20 I
Afk%
SO
40 - 12
g30 -.11 4
20
4
10 -
0 10 20 30 40 50 60 70 80 90 100 110 120 i 30
CAPACITY GALLONS PER MINUTE
Myers"
K3327 1/S6 Printed In U.S.A.

ME Series , Mew
1/3 through 1-1/2 HP
Effluent Pumps
11.47
(201) '
5.1Z
' iq4�°1 "'1 --
(130) '
tdii A. , 0 C _ , F
ma am 1.03 1243
51- ,..k..
ban'►mm4i (6 Ili} (3 tumr
rtul+r
rt
II )
. 111n
��1 AA
. <e' 4
1 .
1 .1.41PrO MA ,
. MIS- .
. ir_........
li
' ('- ---m..••- • Thl. . -...1M .z,„- .
I Iv__ u No
K3330 2195 Printed in U.S.A.

•
S11/3
TYPICAL DRAWING DUPLEX INSTALLATION SINGLE OR THREE PHASE
3.•,
' ` 8PC1TRUSGER SEPARATE r DISCM PIPE CAN ••
PUMA CORD SEAL BUSHING of RUN FROM EACH PUMP IF DESIRED ' .'�',
•
•
• ' OFF :+,.ilho.
COVERRIDE t LEN©TO IT. •,
44100
LEAD'ON PUMP •
.
1 4` �fOlgitiSi,',11i - - -art -- - f
001110111N4.41°P.
P%JMP CORD ',, �, `''.{i'I�1g1111.11, ,:. },I i_ 4
4 101, J PUMP 1 1 =;
ALARM CDAD "-�3'TEE
•
• PLC OPERATING AND ALTERNATING
LAG .: LEVEL CONTROL CORD LENGTH TO SUIT,
CO CONTROLS INSTALLS THROUGH SUMP
STEEL BASIN COVER EPDXY
WITH COATED,CA EALELKING COMPOUNDTO BAINSTEEL PUMP COVER
SEALS WITH RUBBER GASKET
.•,-- -
NEAM I DUPI FX CONTROL BOX �.
SINGLE OR THREE PHASE
3'VENT PIPE I .
•
ti •
2 INCH GATE VALVE ;
r PUMP PIPING •
CAN BffrIF
REQUIRED 1'DISCHARGE PIPE
15y'WNDUR bUSMlNG `.-.II
.`'I I
VA'CONDUIT _ '� Z•
f
2 A \ Ii ; , CV,207 CHECK VALVE •• ." 10'
i. •
LAG PUMP ON'
• • LEVEL CONTROL
•
'1E,7 RING/� SEAL ILNL/E��,T�� t. �'
RANGE FOR 41%*V.W, q ' ,,' ,
sr LEAD PUMP'ON•
PAC PIPE • , LEVEL CONTROL
ALARM:::
01 III 11111111111111
`
OFF LEVEL CONT
ROL80'DIA P
FIBERGLASS
BASIN MOM
...
WHR WASTE HANDLING •.•` ■■ I .
PUMP%.tl OR 1 HP ... '.

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Without liquid leaf controls,the routine business of Designed for simple effidency, conductance-type
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cc in scum cases,grind to a complete halt Costsviewld dose switches,thereby thggering other funclons. " cc
*nand efficiency would fall sharply as manual control conductance-type devicesprovide automatic co •I,
measures vvete made to do the jobs of automatic liquid i they deliver important benefits not possible with
keel deices. i manual means.
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Confidence.And peace cf mind in knowing that#
system will perlorm—as spectied upon installatio
Conductance-actuated.In simplest terms,it means with virtually flawless zonsiszency.
taking advantage of a liquid's conductivity to create a •
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CAST NON PIN NW
. I MD SUSS MN 3f'33
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. 3 . fit.RUMP;
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SERIES 3E54111 ELECTRODE FITTING
BODY MATERIAL
A-CAST IRON
8-RED (LASS
,
C-316 SS
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`1 I (•VfiII L Y JIo,r 1j
I • • ,-lz MN 3fE1 Pot-IP &f✓ct
I. -©E'" CRIPTION
. The flew Solo-Float'is a direct acting float switdt forr,
controlling 1'h HP and smaller pump manors.The new
gob-Fish has been cronpbteiy redefined and wr
*meal baN rolling bads andforth inatubetoactuate ,
a reliable snap-action swatch.An addle,
• damp with stairdess steel hose damp is provided for
attaching the Solo-Float atthe appropriate level on the ,� 4 , _ .
pump discharge p By varying the tether length, _ ' ..',` 4 .R. _..
pimping range of p.14'Can be achieved.The _
I Solo-Pout is available with a piggyback o In either i =r ' ..4:
a 115 volt or 220 volt configuration.It Is also available • • .
blunt cut, without a plug, for wiring to an Anchor .
Scientific,DC junction box.
FEATURES •:.
F • -RatIability• Adjustable Pumping Range
iligI • Manual Operation - .-''-'.•„ : 4 •
• Non-mercury Element _ _• -• ..
Mho` • Converts Non-automatic Pumps To Automatic - •
R-
• Replaces Diaphragm Pressure Switches _
a Easy Installation Model 010N© 115
` • In Stock. Law Cost ORDERING INFORMATION
Three variables must be snecfied when ordering Scl©-
I APPLICATIONS Floats: 1.) Cable Length. 2.) Circuit configuration.
�t be used in a 3.) Plug Voltage. Cable lengths are available In 5 foot
varietyThe Solo-Float of liquid fowl Increments from 10' to 30'. Consult factory far longer
applications,Including surrips.sewage ejectors,septic lengths.The Circuit configuration is either NC',normally
L tartars, vaults and tanks. The corrosion resistance of open, (pump down): or 'NC'. normally cloud. (pump
IN materials used in Its construction also make the up). The plug voltage also must be specified: '115' for
Solo-Float a good choice far many wive 115 vett or '23C' for 230 volt applications.
1 applications.
II Example
$PECIFiCATIONS Uran © 20 NC 115
Cable.._.............._.....18-2.SJC WIA,80°C. Model Cable Circuit Plug
IIII Da.-.32 66 Strands x*34 Type Length Config. Style
Float Housing._.........Pctyprapyls
Standard Models .
ormally Open
15 Rad- .No m*Closed 0 1 a NC 115
Clamp.----...-----Polyethylene PipwCable 15 NC 23C
Clamp,Stainless Steel Hose 20 -(Blunt)
Cie .Rage:3•' 30
Electrical Rating....._.iR HP 111IV,Singe Phan
li
1 to MP im 230V, Phase •
IL 508 Ind.Con.Eq. E.'fac ve I t

w
Vitia.L. beer
. o.cau,ai Clamp ..A .,�14
.:.,,tea. r-- �lit'
1 —•
s i
CS
---- --v�--- camp
Pipe/Cable +t f
9a•t fa f4i
•
. _ ilk_ gh, k
Nut
4. Cable I le—
MON
I Tattier
Cale Length -
Float
Installation Instructions
1.) NEVER work In the sump with the power on. '� J "!
2.) The Solo-Moat is factory set for a pumping range
1 • Irro.- i
of fr. If that is the pumping range desired, simply
Insert the hose clamp through the two slots In the `
pipe/cable damp, circle the discharge pipe with the
hose clamp,feed the end of the hose damp through0
the screw on the other end of the hose clamp and
tighten with a slotted screwdriver. It Is important to sole4Joat
position the Solo-Float on the discharge pipe so
that it is unimpeded in Its swing from 'on' to `off. \-----___---/
3.) If a higher pumping range is desired, refer to
Illustration 1 and its instructions.
4.) Plug the Solo-Float into the wall receptacle, then -- Illustratfon 1.
plug the pump into the piggyback plug. Observe Tether Adjustment Instructions
several pumping cycles and erred any potential. um a higher
problems. Make certain the pump impeller is still If 1` below for the t�sthsr range
needs la dsslrad, consult Table
ed Loosen thesubmerged when the Solo-Float turns ro the 'off
mode. Also, make certain the Solo-Float housing screw on the pipe/cable damp, measure the cable
arrows are aligned as shown in Illustration 1. tether length from the neck of the float housing to
the bottom of the piprcable damp.Mektearlss itrthe
`damp).Tighten the screw at the desired tether length
ORDERING INFORMATION and MO to the pipe as wed.
MODEL' Cable Moult' Plug
` Length Canflg.
DIONO 115 10' Normally i 115Volt 15 111111111111111111111 t
©ONO
� 10 ©pen 220 Volt 14 EII����'�
Blunt 13 ■�RUTAI RURU
©15N©115 15 Normally 115Volt RIR RR11111
01 N© — 15 Rang 1 UIWIU®IU1
Ilirdiaillinni
02flNCJ 115 20 Normally 115 Volt 1©
D2ON©� 2 0 20 230 Volt ■/aIUIIII1
, Blunt a V�1��11t1
030N©115 30 Normally 115 Volt 11111111111111111111111111
Ci3ON 0 230 30
MONO 30 OW 2Bl0 unt 234 56T8910
t
Tether Length
'For Pump up applications,a Normally Closed circuit Table 1.
configuration should be used. Substitute 'NC' for
'NO' when ordering this model.
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•
• h
� CT
Series
High Pressure Centrifugal Pimps
Va-2% HP
Heads to 140 Feet
Capacities to 95 GPM
ADVANTAGES BY DESIGN
�
Backduty cast iron construction.
ack pull-out design l
v • Dependable double bearing motor
• Continuous duty rating motor.
t5 I Choice of brass or composite impeller.•Brass irnpsIIer pumps rated 212°E
• Composite impeller uo
tl
• CSA listed.
1 li Maximum workingp rated I4© F
pressure of 125 psi.
Ap
ons
•Booster service
• Irrigation
-- •Circulating
■ Cooling towers
I Air conditioning
• Liquid transfer
YPBS CT SERIES LINE OF SIGH PRESSURE Sprinkling systems
General Industrial service
CENTRIFUGAL PUMPS PROVIDES QUALITY AT A
COMPETITIVE PRICE. The complete line of 1/ to 21/
HP units provide strong pressures up to 140 feet arid
flows up to 95 gpm, PUMP PERFORMANCE
The rugged cast Iron body construction is available 160
with either a corrosion resistant composite or brass
���.�
Impeller. The brass impeller unit Is cr sERNC
high temperature, viton seal for m©re dempannc g a „� ��■,■ CENTRIFUGAL
applications. The heavyPERFORMANCES
double ball bearing, duty tor features a �,��■■����
design for dependable©seCvcee ambient compact,
back pullout design provides easy installation and '?" '•`�-
serviceability, �`.'�■����
depThe endable features
e vice tor a wide CT ® provide t� IM�I..E1�.��r
applications.
� ',��,��N���
SPECIFICATIONS 6a '�,�. ��.
c Tm Qe Motor �. t , ',�����.
RP • ter► ,,�
Nlr Polt"•e hats Liu. �I�a , me um
�� or sB . 115/23© 1 w .��\��
y, c?Oi CT078 208 r�8f1 3 30 ��'������1�����.
V 3Illn 115/230 �c 111111111111111111110111
■ �1
20: 3r. 4.1001141 r ■,��
CT00 CTIos lyi* �2©8/230/460 111111111111101111111111101
. ��r�CT 03 GT1063 1 yr" nig xct ■„'011111��'
V.MEN CT35B Iy, ■ 1
C15 63
V ,a.� 115/2301111 r '� tc'7
CT20 CT2OB 1 i . 2 s815/23460 >•�r 6
1 V.• 115/230 s �, ,�CT203 C220B3 1 th' 1+�. Mlle ■Aims r111 u I
11E11CAB nine,208/230/460 a o zn TO SO CT2563 115/230 u.:. coasts TOO wtwut¢ i° too
208/230/460
INHERE liVNOVATION MET'S TRADITION
Mjers°
ISO 900I Certified Company
2aa OHI `SFA[3.LS,2%.S M©.I,03r3 * revcrTi © : 0 t Lfi '6 '

PIa 0.
Crusader High Pressure Cenerifugsl Pumps Choice of Corrosion- • . '
Resistant Impellers...
we designed to meet your toughest p Ir�`�
requirements with the following quality features: Provides years of •
j•ii\N
reliable service. i, ,
Crusader Series offers a Complete Range of Brass impellerpumps rated at 212°.
Pumps...1/2 to 21/2 HP ratings available in pump e impeller
Single or Three Phase options to handle Compos lte i at impe140ller
various Agricultural, Industrial and Commercial
needs. n Quality Mechanical Shaft
• Strong Performence...High head capabilities Seal...Carbon/ceramic faces,
to 140 feet and strong flow capacities to 95 GPM buna glastomers,SST components rated 140°F on
covers a wide range of pumping requirements. composite Impeller pumps. High temperature seal with
viton elastomers rated 212°F standard on brass
j Dependable AO.Smith Double-Ball Bearing impeller pumps.
Motor...Non-overloading continuous duty , Compact Back Pull-Out Design...Quick and easy
rating for the most demanding jobs.High tempera-
ture rating (50°C/122°F). Built-in overload protection
for maximum motor life. , Adjustable Pump Case...Three drain plug
Rugged Cast Iron Conatruction...For rough locations are provided for vertical or horizontal
handling and long life in tough environments.
discharge orientations.
Myers CT Series Centrifugal Pump Field Assembly Kits offer the following:
air ..-.,..mew• •.g;; °.�• ;,C • • •10•■••l� i ✓;`i,'' > x �,,,o, .
Specify Brass or C©mposit Impeller::; `4` \i.( : ;,,' + ,, ,.
. „ Case'Gasket ""%�d" ' �"t' f'
'• Stainless Steel Shalt !e r.'r.
�` 4,i, Staff ';°;
i
t ,
a r ' � , '
Cast Iron Seal Plate
Mechanical Shaft Seal
Locking Screw Drain Plugs (3)
•
Horsepower Capabilities from 1/2 -� Choice of Two Impellers
to 21/2 _ Brassce Impeller with High Temperature
� Kits Use Standard NEMA C Face, Seal rated to 212°F
Open Drip Proof, 3600 RPM, 60 Hz Motors - Composite Impeller with Standard Seal
a Discharge Sizes Available in 1", 11/4" Rated to 140°F
and 11/2"
For more information concerning your specific application, contact
your Myers distributor or our world headquarters In Ashland, Ohio.
FE.Myers
F.E.Myers 269 Trillium©rive
1101 Myers Parkway ' wage
Ashland,Ohio 44805 Kitchener,Ontario,Canada N2G 4W5
419/289-1144• Fax:[phone] 519/748-5470 K38
www.industry.net/fe.myers AZ2 ISO 9001 Gem Company Fax:[phone]o 4/5,
cod 0idI 'SInt3.Ls1LS 'hi©.L03r3 * TAT-9'1* © : 0 t 2, 6 '62" 'F3

TRAMCO PUMP CO.
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4,
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e 5`s L}ai
} • tte t> : , „• t�ii £"}t,S«,',, :yy r y i$y�£i �i�
` ' „Mgt",j3r4is `i13I„,, ,t� ` , , ,, S rzLfa�f�'�ay„,z£,„ eUir ` {yyR {i,v f� ` ,�
$ �r<Tua.',,, s m� b.,sb£v,,tFs.,,y, � s,, ,, , , ,

.,.s.5.0.. va•isr
Features . =_ . , , , .. x _
' • Wire mesh allows up to 40%greater i • • , • �_ =LZF e �C•S�.t� ' : ..`
value than comparable size vessels using '- _ " ".._ _ -,_ _____. __.
perforated baskets' 4 --..__ _• - -- . :-'_ " : . . .-__.,.,
• Greater Flow me
• Longer life for greater savings on _
"u ceplacemertt bags ..__.. Wi- ___.._ , t�► T_-- _.• Less down time - -- • - 1- _... , .._ . .
• 3 swing bolt or V damp closure -_-_ -- • . = - : _.-- . -
• Positive seal on vessel ;;r::;t• " I. . - .. ^ - - --—
•Adjustable legs :;: I:Il _. . • . ._•_ ... . . _
•ASME Code &Non Cock . .• . • `:;'
• Standard 150 PSI design � _;; - .� '
• Higher pressures available upon request .. 1i •• ;j • ••- .
.B
• °UF"Heavy Duty Series - . "; IP
• *CT Commercial Duty Series �"
•lkrfirated GuhraanLrbk rpon'rq*w: /; .
31 II
-jl
14 #I
1I 11
�l •
. _ ' OUTLET UTL .. _
Pressure Drop Chart
WATER . _, ....
I '111
1 UMEW4 .ri ; %�/ /!/ ., ,• / ,////
sik A OD 10 de WO re • TrPLt%e`.�' J • /cl/ ��' 4*vi/f �4� �Y�,a�: '1-/2R/ /i►`
low a•dud e eon MImon OF 1.70 79 1- £Y 19' Pr 14' • 1 .90 : 100
190 2'
..
•Airsit4le in earl re.Sea{304'vatS16 swlaku Simi 74a w to NPT.AM eatit Li cloar slit cnavairy,
'd/.,ei/f'il agars mailaik for dui unit. "•"h.l+oear AirAaarr is itnikili.
7
; Quality Me s Value
• Displacer dome in cover helps prevent spillovers
// r • 3 swing bolt closure standard
-;-; t •Positive basket hold down (optional)
."0"- " ,.. . \ All vessels h o tested to 1% times workingpressure
j Y� P 1
• /J.j.' le
• STRAINRITE
207-777-3100

I
s`
•Greater flow rate
k
•Longer life ,
•Less down time
•Bail handle for easier basket
t
removal ern#1 and*2 size baskets
:' tl tit K
•Save at least 30%to 40%on ;t !
replacement bag costs ,
•Reduced dogging and ruptures
•Easier maintenance:bags can bey
removed intact because they arc *‘.----1'- '"':,:'----:, ; .
nor embedded in a perforated y
basket `:»:•.
a w**. •
vw.1luAs
...
v
CLOTH
Cross-Section rhrtl wire mesh wail
with filter cloth
The primary difference between the wire mesh basket and perforated basket is
flow rate.The wire mesh basket has up to times the flow rate because it provides
0 0% (:)) t very little resistance to the filtered material.
1. Fuld Amiability-Gal t@r r r.G PSI
babar •
rostrrvr 4.V4 , CY t it t to til�.r:tt ri lii Zr :::;:* s >I * *sXsd
t�ttEssLrx�r -
g.
n)
;ii, w ,
C(.OTt.
stLTata snG „
\ \
Gross-Section rhru perforated metal
wall with filter cloth
Notes to Sizing Filter Bags;
1.No. l size filter bag not to exceed .. ..• ... ,...._ �... .: .
90 GPM
2.No.2 size filter bag multiply by Line 1 1,3 AP 1,3 SP Luse 6 75 AP 100 SP
factor of 2.1 to true flow race of the Line 5 AP 5 SP 100 AP
dam' ' . ' t,. Line 3 10 Al' 10 SP Line 200 AP.
3. o.3 saz l5iftcr tg�(!l8"long) Line 4 15 AP 25 SP Line 8 ' 150 thus 250 mesh
s to sd►p fly car 3 to the BOW 50 SP Line 9 300 tluu,,,. 508 mesh
. -jawof the chart� .. ,y "''� Line 5 25 Al' 50 SP. Luse 1# . 6C�I thrli, :,, S 0 mesh .
' A�:. -ie, #`� -- *:� �rw, :-. . . ',9 .;4 ..' a� Jt4, .q-.414 *w "^� a 6 .

jeprembefr 15.IP::
� er
�� h.: Gm, ls

I A•: Mu.V"'�'•'+ +N54 ., .(y Yin{? 'h .A .�•`L
I! i^r.iN. s-I ;A,�r"�i. • •• c•�Y'vn f '�4 yf ,y.." YS13�,+ �" Xn V y ..
" µ d , f µa . i�,r 1 ..�w r�.: 6� q9 +/ .3 A�r r .+.1qr'� �S rq, A e u: , �. •e
s �, , r�.ra . 3 i Yir s 44 ,� ,y �"4yA 44e' ''Y' `•
y51 iiv '7a3 c Ys 'C'¢, "y�.v Y i a
�'�`;c�, �"p,��(ryy� ,�Sz �'��� '�r47�:v ;� '''i .. t r ;.•�r--rst�*'* 4 r.�'='.,iTc?
�iti` �ri1�.�x } . ",'... rq �'rS7u..ti � ;.'sar..U,. r,4
F i-�-'- r tiP of r� S �i�
.
/�\ + nA iY :4,A �%'`'{ " l s �, ,�l+�AY it
7G+
'�N�T` t `�ws'�'r+`���Y�,r:�' �' �T�1`•r��� r. , t2. "�r^F,r"'[ ..,. `
GENERAL DESCRIPTION
Designed for water treatment applications from 10 to 160 GPM, the low pressure steel tank series provide the
base for a full-scale adsorption system. With 4 models with carbon capacities between 500 to 3000 lbs of media
these versatile vessels are ideal for
-Wastewater streams -Precipitated metals treatment
-Groundwater Remediation -Batch water or product treatment
-UST Remediation -Pump and treat systems
-Pump tests -Long term remediation treatment
-Air-Stripper or Bio-Remediation Polishing -Oil/Water separator final treatment
FEATURES
Steel Tank Series filters offer several features and benefits
for environmental, industrial and municipal users including:
-Quality Steel Construction
- Epoxy Interior Coating
0
- Industrial Exterior Coating
-PVC Distributor System with Large Coverage Area \`
-Clear Water Drain Fitting 3/4- Brass Ball Valve
-Vent 3/4' Brass Ball Valve
- 16"Bolted Manway
-Simple Setup and Operation VENT
- Increased Pressure Handling Capability
-Re-Activation and Disposal Available
LIFTING EYES �~ -
0
SPECIFICATIONS
INLET
Model#(Add "AF-") S00 1000 2000 3000
Overall Height 60" 73" 87" 78"
,Footprint (Square) 30" 36" 48" 80"
Inlet/Outlet Size (FNPT) 1.5" 2" 3" 3"
Max. Pressure (PSI) 20 20 20 20 OUTLET
Max. Temperature (F) 140 140 140 140 \�
Design Flow(GPM) " 25 50 90 135
Carbon Capacity (Lbs.) 500 1000 2000 3000 (4..J a
-
Shipping Weight(Lbs.) 875 1550 2850 4200
-Design Flow based on 10 mkt contact time,(2)Wets series operation. DRAIN
0
TetraSolv, Inc. Important: The Information contained on the specification sheet and product drawing are to the best
of our knowledge accurate, TetraSolv,Inc.makes no representation as to the suitability of the product
48'r, Carmel
a©32 it 319 for any particular use or purpose. TetraSolv assumes no responsibility for claims arising out of breach
Tel:(317)81$0600 of warranty,negagence,strict liability,or otherwise is limited to the purchase price of this product,
Fax:[phone]
Pg 7
d WtiLO:II L66I VT 'int" L66S vze 80S : 'ON 3NOHd ni©S2.41-al : WCl

I :BIAS
Steel tank series filters are available with STEEL TANK SERIES PRESSURE DROP
t` following medias:
8 x 30 Activated Carbon (Back-flushed clean bed)
-..s-activated 8 x 30 mesh carbon -
-Virgin 8 x 30 mesh carbon emu
- rganifilic day/anthracite - 3000 —
- Iter-Ute, Iron removal media 30 /'
1
Tk9 standard media supplied is re- It 70 1°00
ivated 8 x 30 coal based carbon. z°°
�' e4 --..-_ ._,». ..
__I for pricing on alternate medias. F.
/ /
"
0 ny other medias are available and our 19 % -
s 3S staff suggest a media which would ,;
best meet the needs of your application. N LE . /
o. �f f
INSTALLATION .%�
0 40 60 B0 100 le0 140 16u IB0
F ers should be installed on a level ra©w 0.TE <O'"'
surface capable of supporting the filter at
rational weight. Prior to connection,
he filter with water and allow to soak
24f hours. Backflushing the bed is also
f
recommended prior to use. Connect the
t sr to the process line. Two filters in
': ies'operation is generally
recommended. Where there is STEEL TANK SERIES TYPICAL INSTALLATION '—"N`
insufficient back pressure on the
harge line to keep the adsorbers 'wet' Filter/PRV Flexible Connections Vacuum Break
ise of a 'loop' is recommended. I —
1Loop
/ • litional accessories such as pressure
r of valves and filter housings are also Steel Steel
recommended when the pressure may Tank Tank
Se
exceed the design limitations or there 8erlesnes
r y be excess particulates in the liquid ` Finer Fitter
s lam.As always we recommend you — —
review the specific installation with a sales —
r resentative. Supply Pump Discharge
Drain/Sample Port
t 1ERATION
C tration of the steel tank series filters requires little more than periodic monitoring of the following: '
Fressure reading at primary and secondary influent. A normal increase in the amount of pressure drop will occur
throughout filter operation. In long term treatment systems it may become necessary to backflush the unit as the
p isure nears design limitations.
Inspect discharge stream for filter media. In the event of distributor failure filter media could escape into the
ci :harge stream. Additional monitoring of accessories may be necessary, please refer to your operational manual. _'\,
Pg 8
c ideo:TT L661 PT -lac L66S PZ? 80S : '©N 8N0Hd Ai0Sealal : W© id

;Genera '7� ���� S ear 5',1�sr
slow Meter

PRODUCTS INC.gir , a a
• Magnetic Drive Vertical
Thrbine Meter
• Sizes 3/4"— 1"- 11/2"-2"-3"—4"—6" ,
DESCRIPTION
The Hersey Model MVR series Magnetic Drive Vertical Tiubine Meter is
Patented Retro-Thrust'design for smaller.lighter,and more efficient than conventional displacement type water
better accuracy,Iong life. meters.The all-bronze case holds the Dura-DriT34 register,which is permanently
hermetically sealed between a glass dome and metal housing.
Tamper-proof,moisture The measuring chamber features a noryl plastic inlet hub,polypropylene rotor
resistant register. and strainer(some models offer a stainless steel strainer).
_ Easy and economical to maintain,both the register and interior components
Durable,corrosive resistant can be replaced without removing the meter from the line.MVR measuring
bronze case. chambers operate accurately in temperatures up to 130°F and are unaffected
by sand and other small debris that jam other meters.
Compact models for installation OPERATION •
flexibility. In normal operation.the polypropylene rotor is the only moving part of the
MVR exposed to water.Hersey's exclusive Retro-Thruse design promotes maxi-
Modular design for easy servicing. 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
Accurate over a greater tempera- against t the sapphire bearing for highest possible accuracy
ture range than conventional The all bronze case houses a magnetically-driven register with center sweep
piston or disc meters. hand.straight reading indicating either cubic feet,cubic metres.or gallons.
2 'Duifine design allows sand and APPLICATION
i other small debris to pass through The MVR can be used for any commercial or residential installation where
the meter without affecting space is tight.where flexibility is needed to meet required flow ranges.where
operation. water temperatures are elevated between 80°F and 130°F or where sand
particles or other small debris may be a problem.
Light weight for easy installation ? s e..r — c,.r .f4t.4 "4E,t Leus s u•e—o-As z.
and lower freightlhandling costs.
vS E McAe. 3 piet ©isf r'cscr' i� fic�="F
Flexible register clamp band pro Q�/1P "-eFE T ". S ri- 4*7 P'r�
permits positioning of register for . 3 x i= C. ,�.,t 14 a
convenient reading.
AWWA C701 days I. - � �, .�
- s - .• .. w
.�-- � `
e� _ ' '
a 71'
11 Ill 1
r
i • ii

PERFORMANCE(Performance curves are typical only and not a guarantee of performance)
Accuracy-3la"and 1" Head Loss-ale"and 1"
um 111111 11111111111111111111 1s I
i g ,I! ���� 1 III !' _ I I sm.•
°° 10H
I 1111111111110111111111 t 8;1., 1 I;►1 :I ! _)I
3 '
des ; IIII w 4'►II •IiI: I 1 1;
II1RII111•11111 j 2; ►; '' : , ! 1
1
0., 5 10 20 30 40 50 0 5 10 . 20 30 - 40 56
RATE OF FLOW-U.S.GPM RATE OF FLOW-U.S.GPM .
Accuracy-11f2"and 2" Head Loss-1112"and 2" .
102-; •�1 ` '. 1 1 1• it � ! t8 11 1 I 1 I
°a IAWWA-
gsl F i #� I I ! Q12 I I 1 I I I I 1 I 1 I
( 1 . c I I 1 I I 1 1 1 1 rh" I 2" •
i I ; , 1 1 I 1 cc i 1i11 ' I I i
1 a. 8! 1
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s ' 1 1 I I
c. 88�� I Ug41.: � Ii11 I
, . a I I ° . , I I ' , I i i .�
t 1 i 1 I
0 20 40 60 80 100 120 140 160 Q 20 40 60 80 100 120 140 160
RATE OF FLOW-U.S.GPM RATE OF FLOW-U.S.GPM
Accuracy—3"and 4" Head Loss-3"and 4"
©1�:1 1 =3" ; 1 I I y t6} 1i1i r I I A , I I i sA1NWA
111 ;ail• 1 r I �141I I I ( 1 ( '4.. .
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F I 1 I c°i 411f''i Ia71 t 1
gq
;II r 1 i I ; t I i 118 ( i I i ' I f
0 50 100 200 300 400 500 600 700 0 50 100 200 300 400 too t110 T00
RATE OF FLOW-U.S.GPM . RATE OF FLOW-U.S.GPM
Accuracy-6►• Head Loss-6"
102..1.•. f 1 ( I l 1 ( 1 16;Ii : - , ! TAPVWAC
lopi • i - : 0"' t •
I • 1 i t sm.:• .
1yti i
C ' ( r r �' co 14. i t
fi.� r Y CI: I I ! r 1
1
W 86 ; I © 67 ,�
EL I © 4.
I i . ,
CI100 200 400 600 800 1000 1200 1400 0 100 200 400 600 800 1000 1200 1400
RATE OF FLOW-U.S.GPM RATE OF FLOW-U.S.GPM

1
• DINIENSIONS w14"and 1" Standard Compact
Mkogivo (MVRR3O1 (M RMR, '
'F C 1' In 111 ill 111
i 11 ii
c
sir .. "!` I■,r�r s1VA1 - I I t111rIN rs'1
1-0 A A. ir-
DIMENSIONS r Standard Comps
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mamma math moan or sow
i� ���1 ill JAMB ti
III a
A(C uiuse.'t1 pry tote I- �d _ Ix e t �1 1t
!{� wi tf i' '+ 6 1 1� " i
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2-Bolt Flanged
C 12111M111414,
atstai pill sii in 111119
A ,I
DIMENSIONS3,4"and r __.,.
grzs 3» 4 9'
Pam) (MR 3301 (MVR 65tt1(MVR 130 e�
minimum w- rile Pe "''` 12 .r
A 13' 14' t8
sow 9vr to A
a
a -
.a W
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t 1 r ,w !
- - ,w ` 11 w - 1 w - 1 =» - 13001
Ma Wt.3tonderl.Um. 1111111111111 10 1111201 . 1111E:. 111101. 140
Raft Camped. _ 10 1111121111111101111111111131111
NK Vit ta 11111111121111111C11111111111311111
Ne't' .2.Eat. 13 20 Min IIIIZIIIIIIMNMII
Rams Wt.Maricivr „Lbs. .1111111a12 111=111111111121111111 40 ACM 170
Gross Wt.Compact.tat. 8 11 1.13111-
Glass Wt.ma*.Lbs. .. - 12 19 �sr�
� ,t. � . - - 14 2 . - 1111121111111101111

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The only limitation is y ur imagination
CIM- 7000
7000
Communications Interface Module
Features
• Six Input Channels Built-in Voice Recording System •
• Compact Size Multiple Phone Numbers
Autodialing Built-in.F odem
Datalogging Automatic-Redial
Notification by Voice, Fax or Pager Remote or Local Programming
Automatic Fax Report-in Real-time Remote Polling
n
y �wJr I'�c 'Jlo ...
w�
•
_ '..... "'. � unto tiara �� ' . .
+c ,i
- - hijJJ1
n< w
M.
• ` w +gy�
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•
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"z0a 0rsx `SL,t3x.s.A.s ' o.L33r3 TAT"V" I � : T T 1, 6 ' 3 6 '1.. 6

Multimode ConrnrunicationL..Equipped with voice.
fax,pager and RS-232 communications,the CIM-7000
can deliver alarm messages in all standard communication
formats. - .
DoW Logging...Up to 2000 readings of data can be logged
on the CIM-7000.The user can set the logging interval from
I to 65,535 minutes.All alarms events are logged I I
automatically. . ..�`"`" • e
Autodfaling...Complete autodialing capabilities including
auto-redial on"busy"or"no answer"until all alarm CIM-7000
messages have been delivered. Ourtmuntcauom
Interface Module LIP
Auto Fax Report-in...The CIM-7000 can be programmed
to send a daily fax message at a predetermined time to report r-k*'^
the remote system's current status.Eliminates manual
polling! 11lll. 1"
to am.v_;ss 1.1"
Remote Real-time Monitoring—The user can call the
remote CIM-7000 at any time to poll the current status ' t '
on-line;reprogram the setup;or download the datalog
information.
Voice Recording/Playhack System...The easy-to-use Compact-About the size of a hand-held calculator,the
voice recording and playback system allows the user to CIM-7000's compact design allows for easy insertion in
record custom messages in human quality as often as most control panels without additional wall space being
desired.Recording is performed by simply pressing the required.
button for a channel and speaking into the CIM-7000's
built-in microphone. PLC and RTU Compatible,..The CIM-7000's has the
ability to function as a stand-alone modem allowing the user
Message Delivery...The CIM-7000 can deliver alarm to access remote terminal units and PLCs via the CIM-
messages in a voice,fax or pager format.Two voice,two fax 7000's built-in modem and RS-232 part to perform remote
and one pager call can be made far each channel.A total of programming and monitoring.
thirty(30)telephone numbers can be programmed on the
CIM-7000.Fax messages can be user-defined for special Afordable._The CIM-7000 combines the features of
instructions for each channel.The CIM-7000 can also deliver most eutodialers,modems and telemetry systems into
voice messages to most telephone answering machines. one powerful feature-packed yet very affordable unit.
N GENERAL SPECIFICATIONS
•
Input Channels: Six(6)Digital Inputs Enclosure: Impact-Resistant Plastic
Cummuelcatons: Voice,Pax,Pager&RS-232 Color: Ivory
Power Requirements: +12 vdc,250 mA Minimum Telephone Jack: RI-II Port
Data Log Capacity: 2000 samples . • Voice Record Type: Built-in voice Chips
Dimenalons: 3.75"W;6.25"L;la 1.25"D Weight: Approximately 1 lb.
Place dealer information here: sue„` Norris Technologies, Inc
Telemetry and Control Professionals
C 0d Ni X 'S LK 3-L S.A.9 Zt©-L o 3 r 3 * w t z : t L L 6 '9 z 'L

Appendix E
LAW
ENGINEERING MO envotowerrALSERVIC2S
Panama*I444144 32514
M $574305
August 26, 1997
Mr.Mike Armour
Law Engineering&Environmental Services,Inc.
2801 Yorkmont Road Suite 100
Charlotte,NC 28208
Subject: Chemical Analysis of Samples Received on 08/22/97
525 N Tryon,Project No., 30100-7-21 1.03.04
Dear Mr. Armour:
Law Eng. & Env. Svcs. National Laboratories has completed its analysis of your samples
and reports the results on the following pages. These results relate only to the contents of
the samples as submitted.
If further assistance is needed,please feel free to contact Celli A. Silvia at
[phone].
Sincerely,
LA ENGINEERING..ENGINEERING..&ENVIRONMENTAL SERVICES-NATIONAL LABORATORIES
4
K.elli A.Silvia
Project Manager w
•
Enclosures: Data Report
Invoice

i.rx.VV A-all ♦ 11\Vl' lV Li1' 1L"11. 1"CL11ViVCU-o • tO Jlttilvrcir
TEST DATA REPORT
0826/97 —Project Information—
Mr.Mike Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd,Suite 100 ' 525 Tryon 30100-7-2191.03.04
Charlotte,NC 28208
- —Sample Information— Date Sampled: 0821/97
Station ID: MW-2A Time Sampled: 16:00
Lab ID: AB27373 Log In Date: 0822/97
Collector: LISTED ON COC Log In Time: 15:08
—Test Information— Analysis
Parameter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 08/25/97 NC
Benzene ug/L SPA 602 1.00 60.4 08/25/97 NC
Ethylbenzene ug/L EPA 602 2.00 Not Det 08/25/97 NC
Toluene ug/L EPA 602 2.00 Not Det 08/25/97 NC
Xylenes (total) ug/L EPA 602 2.00 2.82 08/25/97 NC
Methyl tart-butyl ether ug/L EPA 602 0.500 1.95 08/25/97 NC
aur-Pluorobenzene %R 44-165 ug/L EPA 602 0 98 08/25/97 NC
Isopropylether ug/L EPA 602 2.00 Not Det 08/25/97 NC
623-3520 Cont. Liq/Liq Ext. 5W3520 Done 08/22/97 LB
622-625 Semi-VOA ug/L ng/L EPA 625 08/22/97 RB
Acenaphthene ug/L EPA 625 0.385 Not Det 08/22/97 RB
Acenaphthylene ug/L EPA 625 0.298 Not Det 08/22/97 RB
' Anthracene ug/L EPA 625 0.913 Not Det 08/22/97 RB
Benzo(a)anthracene ug/L EPA 625 1.06 Not Det 08/22/97 RB
Benzidine ug/L EPA 625 4.71 Not Det 08/22/97 RB
Benzo(b)fluoranthene ug/L EPA 625 0.692 Not Det 08/22/97 RB
Benzo(k)fluoranthene ug/L EPA 625 0.836 Not Det 08/22/97 RB
Benzo(g,h,i)perylene ug/L EPA 625 2.88 Not Det 08/22/97 RB
Benzo(a)pyrene ug/L EPA 625 0.673 Not Det 08/22/97 RB
bis(2-Chloroethoay)methane ug/L EPA 625 0.96 Not Det 08/22/97 .BB
bis(2-Chloroethyl)ether ug/L EPA 625 2.02 Not Det 08/22/97 RB
bia(2-Chloroiaopropyl)ether , ug/L EPA 625 2.12 Not Det 08/22/97 RB
bis(2-Ethylheayl)phthalate ug/L EPA 625 3.27 Not Det 08/22/97 RB
4-Bromophenyl phenyl ether ' ug/L EPA 625 1.06 Not Det 08/22/97 RB
Butylbenzylphthalate ' - '':''-ug/L ' :`'EPA 625 0.788 Not Det ' 08/22/97 RB
2-Chloronaphthalene ug/L EPA 625 " 1.35 Not Det 08/22/97 RB
4-Chlorophenyl phenyl ether ug/L EPA 625 1.35 Not Det 08/22/97 RB
Chryaene ug/L EPA 625 0.327 Not Det 08/22/97 RB
Dibenz(a,h)anthracene ug/L EPA 625 0.846 Not Det 08/22/97 RB
Di-n-butylphthalate ug/L ` EPA 625 0.500 Not Det 08/22/97 RB
1,2-Dichlorobenzene _ ug/L EPA 625 0.96 Not Det 08/22/97 RB
1,3-Dichlorobenzene ug/L EPA 625 2.12 Not Det 08/22/97 RB
1,4-Dichlorobenzene „ng/L EPA 625 1.54 Not Det 08/22/97 RB
3,3.-Dichlorobenzidine ug/L EPA 625 7.02 Not Det 08/22/97 RB
Diethylphthalate ug/L EPA 625 1.15 Not Det 08/22/97 RB

LAW ENVIRONMENTAL NATIONAL LABORATORIES
. TEST DATA REPORT
08/26/97
—Project Information--
dr.Mike Armour Page 2
,
A'..aw Eng&Envir Services,Inc. Project Name: TRYON
1801 Yorkmont Rd Suite 100 ' 525 Tryon 30100-7-2191.03.04
•
Marione,NC 28208
•
—Sample Information— Date Sampled: 08/21/97
station ID: IlW-2A
Time Sampled: 16:00
Lab ID: AB27373
Log In Date: 08/22/97
;ollector: LISTED ON COC
Log In Time: 15:08
—Test Information— . Analysis
apleter Units Method Det Lim Result Date Tech
Dimethylphthalate uglL EPA 625 0.913 Not Det 08/22/97 RB
,4-Dinitrotoluenti ug/L EPA 625 1.83 Not Det 08/22/97 RB
.6-Dinitrotoluene ug/L EPA 625 1.83 Not Det 08/22/97 RB
Dinoctylphthalate ug/L EPA 625 0.663 Not Det 08/22/97 RB
luoranthene ug/L EPA 625 0.240 ' Not Det 08/22/97 RB
-luorene ug/L EPA 625 0.202 Not Det . 08/22/97 RB
Hexachlorobenzene ug/L EPA 625 2.02 Not Det 08/22/97 RB
axachlorobutadiene ug/L EPA 625 2.88 Not Det 08/22197 RB
Hexachlorocyclopentadiene ug/L EPA 625 9.6 Not Det 08/22/97 RB
"exachloroethane ug/L EPA 625 2.21 Not Det 08/22/97 RB
ndeno(1,2,3-cd)pyrene ug/L EPA 625 1.25 Not Det 08/22/97 RB
Iaophorone ug/L EPA 625 1.15 Not Det 08/22/97 RB
aphthalene ug/L EPA 625 0.356 4.54 08/22/97 RB
itrobenaene ug/L EPA 625 " 1.54 Not Det 08/22/97 RB
n-Nitrosodimethylamine ug/L EPA 625 7.21 Not Det 08/22/97 RB
-Nitrosodiphenylamine ug/L EPA 625 2.69 Not Det 08/22/97 RB
_-Nitrosodi-n-propylamine ug/L
EPA 625. , 2.60 Not Dot 08/22/97 RE
. ,,.
Phenanthrene ug/L EPA 625 .0.567 Not Det 08/22/97 RB
rrene , , ug/L , EPA 625 0.510 Not Det 08/22/97 RB
1.,2,4-Tricillorobenzeue ' - -, uq/L ' 7:EPA 625 1.83 Not Det 08/22/97 RB
—Ir-Nitrobenzene-d5 SR 35-114 uq/L EPA 625 0 80 08/22/97 RB
zr-Fluorobiphenyl %R 43-116 uga - EPA 625 0 60 08/22/97 RB
our-Terphenyl-d14 iR 38-141 uci/L EPA 625 0 73 08/22/97 RB
.emarks:
Signed: 4=111
Keith R.Greene
Quality Control Manager

w tIN V IKON IVI N IAL NA11UNAL LABORATORIES
TEST DATA REPORT
08/26/97 —Project Information—
Mr.Mike Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd Suite 100 525 Tryon 30100-7-2191.03.04
Charlotte,NC 28208
—Sample Information— Date Sampled: 08R1/97
Station ID: TRIP BLANK Tune Sampled: 00:00
Lab ID: AB27374 Log In Date: 08/22/97
Collector. LISTED ON COC Log In Time: 15:08
—Test Information— Analysis
Parameter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 08/26/97 NC
Benzene ug/L EPA 602 1.00 Not Det 08/26/97 NC
Ethylbenzene ug/L EPA 602 2.00 Not Det 08/26/97 NC
Toluene ug/L EPA 602 2.00 Not Det 08/26/97 NC
Xylenes (total) ug/L EPA 602 2.00 Not Det 08/26/97 NC
Methyl tert-butyl ether ug/L EPA 602 0.500 Not Det 08/26/97 NC
aur-Fluorobenzene %R 44-165 ug/L EPA 602 0 85 08/26/97 NC
Iaopropylether uq/L EPA 602 2.00 Not Det 08/26/97 NC
Remarks:
Signed:
Keith R.Greene
Quality Control Manager

UAW ENOINEERINO & CHAIF4 atiliCUblOUY Rtc,OkuIBM/ INIIIIIM 12 6 5 9
ENVIRONMENTAL SERVICES, INC.
sr. = 3355 McLEMORE DRIVE SAMPLING �/y L!?7
PENSACOLA, FLORIDA 32514 INFORMATION NAME OF FACILITY: y .
..,...� [phone] NPDES NUMBER STREET ADDRESS: gIl e,
PROJECT NAM JOB'NO.
.5a3' /i, 3©ie0.7-01r9/
SAMPLERS(S TUROrs! ©N �+� • �
©z 413 \
SAMPLINGDATE a< 0+ ire
TIME 3 2SOURCE SAMPLE STATION DESCRIPTION G ('• 1` V� �p� Q,'• ,, R 'IN' ��
co u CODE 0 ,‘, 001 `'/`\, `, Nv N \.- 1\,. *a, e ,1 /LENL/ 07) x "MeV--�4 1i a a Rta,313
. _, _ - .. _ .- .. «, - - _ . . ,. f
REl I D UT
RECEIVED BY; DATE I TIME RELINQUISHED BY: RECEIVED BY Y: DATE!TILT
c.
(SI NATURE) (SIGNATUFEj 1SIGNATURE) . - - SICiNAT REI 'C�c1i�1
DISTRIBUTION: ORIGINAL AND YELLOW COPIES ACCOMPANY SAMPLE SHIPMENT TO LABORATORY. L `3'"+ -1 C_.,
PINK COPY RETAINED BY SAMPLERS. YELLOW COPY RETAINED BY LABORATORY, 'SOURCE CODES
REMARKS �w - RECOVERY WELL•RW NPDES DISCHARGE •ND
'ITS 1v ©C... (\ _• RCRA MONITORING WELL-MW DRINKING WATER•OW
' "�✓ SOIL/SEDIMENT-SO HAZARDOUS WASTE•HW
SLUDGE •SL SURFACE WATER-SW
NON-AQUEOUS• NA

LAW
KENNESAW REQUEST FOR ANALYSIS
ENGINEERING AND ENVIRONMENTAL SERVICES,INC. LENL QUOTE
•
PROJECT NAME: 5A 5 Y r I Ry©/1( PROJECT NO.: 3P lie `7 - A 1? / PHASE NO.: © 3 TASK NO.: 04/
PROJECT MANAGER: n'11Fw / 1MGulL. TAT: (2WK) HC LAB TAT:(1 WK) RUSH ✓ (INC RUSH FE
SAMPLE ID.: m k/ ^a A COC NO,: /aG S,
TOTAL DISSOLVED '
METALS GC/MS WATER SOIL ` HYDROCARBON(UST) WATER SOIL
ELEMENT ICP/FLAME AA-GF VOLATILE ORGANICS 8240/624 8240 RTEX/MTBE/IPE (8020160Y 8020
ALUMINUM 8010 VOLATILE ORGANICS 8280 8260 PETROLEUM HYDROCARBONS-IR 418.1 418.1
ANTIMONY 6010 7041 BASE NEUTRAL EXTRACTABLES ri 270/825 8270 OIL&GREASE(GRAVIMETRIC) 9070 9071
ARSENIC 6010 7060 ACID EXTRACTABLES 8270/625 8270 PETROLEUM OIL&GREASE(W/SILICA GEL) 9070 9071
`BARIUM 6010
BERYLLIUM 6010/7090 7091 GC WATER SOIL TPH-SEMI-VOLATILE TPH-VOLATILE
CADMIUM 6010/7130 7131 HALOGENATED VOLATILE ORGANICS 6010/601 8010 CAL/OHS CAL/DHS
CALCIUM 6010 AROMATIC VOLATILE ORGANICS 8020/602 8020 3550/8015 5030/8015
- C• HROMIUM 6010/7190 7191 HALOGENATED d AROMATIC VOLATILE 8021 8021 3550/SFS 5030/SFB
C• OBALT 6010 7201 PHENOLS 8040/604 8040 DRO-TENN/3550 ' GRO-TENN/5030
COPPER 6010/7210 - PESTICIDES AND/OR PCB'S 8080/608 8080 WTPH-D/WA WTPH-GAMA
L• EAD 6010/7420 7421 POLYNUCLEAR AROMATIC HYDROCARBONS 8100/610 8100 IOWA/3550 IOWA/5030
MAGNESIUM 6010 HERBICIDES(2,4-D 6 2,4,5-TP) 8150 8150 GAS/DIESEL-8015NA
MANGANESE 6010/7480 ETHYLENE DIBROMIDE(EDB) 8011/504 8011
MERCURY 7470/7471 AA Cold Vapor
MOLYBDENUM 6010 REGULATORY GROUPS
NICKEL 6010/7520 7521 RCRA HAZARDOUS WASTE ID
PRIORITY POLLUTANT SCAN APPENDIX IX(FEDERAL)
L" TCLP METALS IGNITABILITY
POTASSIUM 6010 PRIORITY POLLUTANT INORGANICS APPENDIX IX(STATE OF GEORGIA)
SILVER 6010/7760 7761 TCLP HERBICIDES CORROSIVITY(PH)
PRIORITY POLLUTANT ORGANICS APPENDIX I(MSWLF)
S• ELENIUM 6010 7740 TCLP PESTICIDES REACTIVITY(HCN,H2S)
TARGET COMPOUND LIST(TCL) APPENDIX II(MSWLF)
SODIUM 6010 TCLP ACID EXTRACTABLES PAINT FILTER
TARGET ANALYTE LIST(TAL)
STRONTIUM 6010 TCLP BASE NEUTRALS EXTRACTABLES
THALLIUM 6010 7841 TCLP VOLATILES — 9' r
. REM RKS:
T• IN 6010
INORGANICS (PLEASE COMPLETE BELOW):
TITANIUM 6010 -
V• ANADIUM 6010 7911
Z• INC 6010/7950
COMPLETED Y:
EPA 200 Series available upon request DATE: ?'al !

ALAW
ENGINEERM EWIRONMENTAL SERVICES
3333 INcl.ma,.D.
Pensacola,Florida 32314
3 34)e57-0132$
July 25, 1997
Mr. Mike Armour
Law Eng. &Env. Svcs., Inc.
2801 Yorkmont Road, Ste. 100
Charlotte, NC 28208
Subject: Additional Chemical Analysis of Samples Received on 07/12/97
Project Number: 30100-7-2191.03.03
Dear Mr. Armour:
Law Eng. &Env. National Laboratories has completed its analysis of your samples and
reports the results on the following pages. These results relate only to the contents of the
samples as submitted.
If further assistance is needed, please feel free to contact me at [phone].
Sincerely,
LAW ENG. & ENV. SVCS. NATIONAL LABORATORIES
4UL k
, ,
Kelli A. Silvia
Project Manager
Enclosures: Data Report
Invoice

LA.W r,IN V lUNMENTAL NATIONAL LABORATORIES
•
TEST DATA REPORT
0725/97
-Project Information-
Mr.Mike Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd Suite 100 525 Tryon 30100-7-2191.03.03
Charlotte,NC 28208
-Sample Information- Date Sampled: 07/11/97
Station ID: MW-2A
Time Sampled: 12:30
Lab ID: AB24172
Log In Date: 07/12/97
Collector: LISTED ON COC
Log In Time: 13:10
-Test Information--- . Analysis
Parameter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 07/15/97 NC
Benzene ug/L EPA 602 1.00 26.2
07/15/97 NC
Ethylbenzene ug/L EPA 602 2.00 Not Det 07/15/97 NC
Toluene ug/L EPA 602 2.00 Not Det 07/15/97 NC
Xylenea (total) ug/L EPA 602 2.00 5.96 07/15/97 NC
Methyl tert-butyl ether ug/L EPA 602 0.500 0.763 07/15/97 NC
sur-Pluorobenzene 8R 62-116 ug/L EPA 602 0 91.0 07/15/97 NC
Isopropylether ug/L EPA 602 2.00 Not Det 07/15/97 NC
Napthalene ug/L EPA 602 2.00 3.49 07/15/97 NC
623-EDB Prep EPA 504 Done 07/15/97 JL
621-504 EDB/DBCP EPA 504 ug/L EPA 504 07/16/97 DT
Ethylene dibromide ug/L EPA 504 0.0200 Not Det 07/16/97 DT
1,2-Dibromo-3-chloropropaae ug/L EPA 504 0.0200 Not Det 07/16/97 DT
sur-Tetrachloro-m-xylene 8R 24-151 ug/L EPA 504 0 121 07/16/97 DT
622-601 VOA by GC ug/L ug/L EPA 601 07/15/97 WM
Bromodichloromethane ug/L EPA 601 1.00 Not Det 07/15/97 WM
Bromoform ug/L EPA 601 1.00 Not Det 07/15/97 WM
Bromomethane ug/L EPA 601 2.00 Not Det 07/15/97 WM
Carbon tetrachloride ug/L EPA 601 1.00 Not Det 07/15/97 WM
Chlorobenzene ug/L EPA 601 2.00 Not Det 07/15/97 NM
Chloroethane ug/L EPA 601 2.00 Not Det 07/15/97 WM
2-Chloroethylvinyl ether ug/L EPA 601 1.00 Not Det 07/15/97 WM
Chloroform ng/L EPA 601 0.500 1.01 07/15/97 WM
Chloromethane ug/L EPA 601 1.00 Not Det 07/15/97 WM
'Dibromochloromethane ug/L EPA 601 1.00 Not Det 07/15/97 WM
1,2-Dichlorobenzene ng/L EPA 601 2.00 Not Det 07/15/97 WM
1,3-Dichlorobenzene ng/L EPA 601 2.00 Not Det 07/15/97 WM
1,4-Dichlorobenzene ug/L EPA 601 2.00 Not Det 07/15/97 WM
Dichlorodifluoromethane ug/L EPA 601 1.00 Not Det 07/15/97 WM
1,1-Dichloroethene ug/L EPA 601 1.00 Not Det 07/15/97 WM
1,2-Dichloroethane ug/L EPA 601 1.00 Not Det 07/15/97 WM
1,1-Dichloroethene ug/L EPA 601 1.00 Not Det 07/15/97 WM
trans-1,2-Dichloroethene ug/L EPA 601 1.00 Not Det 07/15/97 NM
1,2-Dichloropropane ug/L EPA 601 1.00 Not Det 07/15/97 WM
cis-1,3-Dichloropropene ug/L EPA 601 1.00 Not Det 07/15/97 WM

LAW ENVIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT
07r25197 —Project Information—
Mr.Mike Armour Page 2
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkm©nt Rd Suite 100 525 Tryon 30100-7-2191.03.03
Charlotte,NC 28208
—Sample Information -- Date Sampled: 07/11/97
Station ID: MW-2A Tune Sampled: 12:30
Lab ID: AB24172 Log In Date: 07/12197
Collector. LISTED ON COC Log In Time: 13:10
—Test Information— Analysis
Parameter Units Method Det Lim Result Date Tech
trans-1,3-Dichloropropene ug/L EPA 601 1.00 Not Det 07/15/97 WM
(ethylene chloride ug/L EPA 601 2.00 Not Det 07/15/97 WM
1,1,2,2-Tetrachloroethane ug/L EPA 601 1.00 Not Det ' 07/15/97 WM
Tetrachloroethene ug/L EPA 601 1.00 Not Det 07/15/97 WM
L,1,1-Trichloroethane ug/L EPA 601 1.00 Not Det 07/15/97 WM
1,1,2-Trichloroethane ug/L EPA 601 1.00 Not Det 07/15/97 WM
Prichloroethene uq/L EPA 601 1.00 Not Det 07/15/97 WM
.richlorofluoramethane ug/L EPA 601 1.00 Not Det 07/15/97 WM
Vinyl chloride ug/L EPA 601 2.00 Not Det 07/15/97 WM
1ur-1,4-Dichlorobutane SR 79-119 ug/L EPA 601 0 93 07/15/97 WM
;23-3520 Cont. Liq/Liq Ext. Acid sW3520 Done 07/16/97 GV
621-8040 Phenols Water ug/L ug/L sW8040 07/16/97 MO
-sec-Butyl-4,6-dinitrophenol ug/L SW8040 5.25 Not Det 07/16/97 MO
i-Chloro-3-methylphonol ug/L SW8040 5.25 Not Det 07/16/97 MO
'-Chlorophenol ug/L SW8040 5.25 Not Det 07/16/97 HO
,4-Dichlorophenol ug/L SW8040 5.25 Not Det 07/16/97 MO
2,6-Dichlorophenol ug/L SW8040 5.25 Not Det 07/16/97 MO
,4-Dimethylphenol ug/L SW8040 5.25 Not Det 07/16/97 MO
.4-Dinitrophenol ng/L SW8040 10.5 Not Dot 07/16/97 MO
2-ltothylphenol ng/L $118040 5.25 Not Dot 07/16/97 MD
-Methylphenol ug/L SW8040 5.25 Not Det 07/16/97 MO
-Methylphenol ug/L SW8040 5.25 Not Det 07/16/97 MO
2-Methyl-4,6-dinitropheaol ug/L SW8040 10.5 Not Det 07/16/97 MO
-Nitrophenol ng/L SW8040 5.25 Not Dot 07/16/97 MO
-Nitrvphenol ug/L SW8040 10.5 Not Det 07/16/97 MO
'entachlorophenol S ug/L SW8040 5.25 Not Det 07/16/97 MO
banal ng/L SW8040 5.25 Not Det 07/16/97 MO
2,3,4,6-Tetrachlorophenol ug/L SW8040 5.25 Not Det 07/16/97 MO
-,4,5-Trichlorophenol ug/L SW8040 5.25 Not Det 07/16/97 MO
,4,6-Trichlorophenol ug/L SW8040 5.25 Not Dot 07/16/97 MO
sur-2-lluorophenol iR 30-170 ug/L SW8040 0 40 07/16/97 MO
ur-2,4,6-Tribromophenol SR 30-170 ug/L SW8040 0 80 07/16/97 MO
10-3010 ICP Digest Water SW3010 Done 07/23/97 JE
610-6010 ICP Metals Water mg/L mg/L SW6010 07/24/97 TT

LAW ENVIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT • .
0725 —Project Information—
Mr.Mike Armour Page 3
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd Suite 100 525 Tryon 30100-7-2191.03.03
Charlotte,NC 28208
—Sample Information— Date Sampled: 07/11/97
Station ID: MW-2A r Time Sampled: 12:30
Lab ID: AB24172 Log In Date: 07/12I97
Collector. LISTED ON C©C Log In Time: 13:10
—Test Information— Analysis
Parameter Units Method Det Lim Result Date Tech
Lead mg/L SW6010 0.0200 0.0260 07/24/97 TT
Remarks:
signed: .,- „�..- "!� .�--'
Keith R Greene
Quality Control Manager

u.. _..MINE 1 a illitHMuJ Or Cl.s 1'06 T RE OR©
;! ENVIRONMENTAL SERVICES, INC, 19390
C 3355 McLEMORE DRIVE SAMPLING '
Timiiimminmy PENSACOLA, FLORIDA 32514 NAME OF FACILITY: ,r n
., � [phone] INFORMATION
`V/��
NPDES NUMBER STREET ADDRESS: - •
PROJECT NAME JOB NO.
5a5 N; 3e/a,-7-al9/
SAMPLERS(SIGNATURE) „-
" """ ." o arc ��
SAMPLING DAT ? �tPN�Q ` 1, 1
410*
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4.
TIME 4c 7 %SAMPLE STATION DESCRIPTION �C`� � ' P ♦� l�� O N.' (IN., ♦'.
♦ ♦♦,. ♦` dot re ♦�, ♦ LENL LAB NO.
la:ys it © w_ I : ). ? _
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1�'1s E ffluf a A . Li A t - L
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, . . , 'T r l'ig gi,,K g. ,i.
.•
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REL ISHEjs Y, .,✓ DATE/TIME RECEIVED 8Y:„ DATE/tMAE RELINQUISHED BY7 RECEIVED1A'''' - DATE I TM1E
/ 7 // 1r•©� /"F/
ATURE) ! 71 (SIGNATURE) ` 4- �, 4d
(SIGNATURE) (gIGNATURE) off 1
TRIBUTION: ORIGINAL AND YELLOW COPIES ACCOMPANY SAMPLE SHIPMENT TO LABORATORY.
PINK COPY RETAINED BY SAMPLERS, YELLOW COPY RETAINED BY LABORATORY,
REMARKS 'SOURCE CODES
e RECOVERY WELL-RW NPDES DISCHARGE •ND
RCRA MONITORING WELL•PAW DRINKING WATER•OW
SOIL/SEDIMENT•SO HAZARDOUS WASTE-HW
te°C. :,del, SLUDGE•SL SURFACE WATER•SW
NON-AQUEOUS• NA

1940/24EERP4GLAWANO
AL SERVICES
Pensacola,Florida 32514
June 5, 1997
Mr. Mike Armour
Law Eng. &Env. Svcs., Inc.
2801 Yorkmont Road, Ste. 100
Charlotte,NC 28208
Subject: Chemical Analysis of Samples Received on 05/31/97
Project Number: 30100-7-2191.916.916
Dear Mr. Armour:
Law Eng. &Env. National Laboratories has completed its analysis of your samples and
reports the results on the following pages. These results relate only to the contents of the
samples as submitted.
If further assistance is needed, please feel free to contact me at [phone].
Sincerely,
LAW ENG. & ENV. SVCS. NATIONAL LABORATORIES
L.1 1/4.`
Kelli A. Silvia
Project Manager
Enclosures: Data Report
Invoice

. ` LAW ENVIRONMENTAL NATIONAL LABORATORIES
"' x TEST DATA REPORT
' -Project Information—
Page 1
dt e ,Inc. Project Name: TRYON
1 t Rd.,Suite 100 Tryon-30100-7-2191916.916
O1' arlotte,NC 282081 e
s —Sample Information— Date Sampled: 05/30/'97
4 Stati'on ID OW-I Time Sampled: 15:00
Lab ID: ' ' 'AB2051$ Log In Date: 05/31/97
Collector. LIS'Th )ON COC Log In Time: 15:06
• —Test Information— - Analysis
f aram,eter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 06/03/97 NC
ug/L EPA 602 1.00 Not Det 06/03/97 NC
Ethylbenzene ug/L EPA 602 2.00 Not Det 06/03/97 NC
Toluene ug/L EPA 602 2.00 Not Det 06/03/97 NC
Zyleaee (total) ug/L EPA 602 2.00 Not Det 06/03/97 NC
Nethyl tart-butyl ether ug/L EPA 602 0.500 Not Det 06/03/97 NC
sur-Pluorobenzene iR 62-116 ug/L EPA 602 0 78 06/03/97 NC
Zaopropylether ug/L EPA 602 2.00 Not Det 06/03/97 NC
Remarks:
Signed:
Keith R Greene
Quality Control Manager

LAW I N VIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT •
06/05/97 —Project Information— .
Mr.Mike Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd.,Suite 100 Tryon-30100-7-2191.916.916
Charlotte,NC 28208
—Sample Information — Date Sampled: 05/30/97
Station ID: MW-2A
Time Sampled: 15:30
Lab ID: AB20516 Log In Date: 05/31/97
Collector. LISTED ON COC Log In Time: 15:06
—Test Information— Analysis
Parameter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 06/03/97 NC
Benzene ug/L EPA 602 1.00 65._..2 06/03/97 NC
Ethylbenzene ug/L EPA 602 2.00 Not Det 06/03/97 NC
Toluene ug/L SPA 602 2.00 Not Det 06/03/97 NC
Zylenee (total) ug/L EPA 602 2.00 2.02 06/03/97 NC
Methyl tert-butyl ether ug/L EPA 602 0.500 1.65 06/03/97 NC
eur-Pluorobenzene %R 62-116 ug/L EPA 602 0 81 06/03/97 NC
Isopropylether ug/L SPA 602 2.00 Not Det 06/03/97 NC
Remarks:
Signed: ��, � .. `".,
Keith R Greene
Quality Control Manager

LAW ENVIRONMENTAL NATIONAL LABORATORIES
. TEST DATA REPORT
06/05i97 —Project Information—
Mr.Mile Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd.,Suite 100 Tryon-30100-7-2191.916916
Charlotte,NC 28208
—Sample Information— Date Sampled: 05/30197
Station ID: EFFLUENT Time Sampled: 16:00
Lab ID: AB20517 Log In Date: 05/31/97
Collector. LISTED ON COC Log In Time: 15:06
—Test Information— - Analysis
Parameter Units Method, Det Lim Result Date Tech
622-602 VOA by GC ug/L uq/L EPA 602 06/03/97 NC
Benzene ug/L EPA 602 1.00 Not Det 06/03/97 NC
Ethylbenzene ug/L EPA 602 2.00 Not Det 06/03/97 NC
Toluene ug/L EPA 602 2.00 Not Det 06/03/97 NC
Xylenee (total) ug/L EPA 602 2.00 Not Det 06/03/97 NC
Methyl tert-butyl ether ug/L EPA 602 0.500 0.686 06/03/97 NC
eur-rluorobenzene %R 62-116 ug/L EPA 602 0 79 06/03/97 NC
Ieopropylether ug/L EPA 602 2.00 Not Det 06/03/97 NC
Remarks:
signed.
Keith R Greene
Quality Control Manager

a.ec L•• L+1• V 11\V111♦11al1 .L C J .A1r111V1\r11.• •tSDJLtjI4..in C a
TEST DATA REPORT
06/05/97 i
—Project Information---
Mr.Mike Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd.,Suite 100 Tryon-30100-7-2191.916.916
Charlotte,NC 28208
—Sample Information— Date Sampled: 05/30/97
Statism ID: TB Time Sampled: 00:00
Lab ID: AB20518 Log In Date: 05/31/97
Collector LISTED ON COC Log In Time: 15:06
—Test Information— Analysis
Parameter Units Method Det Lam Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 06/03/97. NC
Benzene ug/L EPA 602 1.00 Not Det 06/03/97 NC
Ethylbeazene ug/L EPA 602 2.00 Not Det 06/03/97 NC
Toluene ug/L EPA 602 2.00 Not Det 06/03/97 NC
Xyleneo (total) ug/L EPA 602 2.00 Not Det 06/03/97 NC
Methyl tert-butyl ether ug/L EPA 602 0.500 Not Det 06/03/97 NC
our-rluorobenzene %R 62-116 ug/L EPA 602 0 82 06/03/97 NC
Isopropylether ug/L EPA 602 2.00 Not Det 06/03/97 NC
Remarks:
Signed: r-;-) w"•~". ..7�_.
Keith R Greene
Quality Control Manager

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LAW
ENGINEERWG AND ENVIRONMENTAL SERVICES
3355 McLemon Drive
Pensacola.Florida 32514
(9041 S57-0605
May 6, 1997
Mr. Mike Armour
Law Engineering& Environmental Services,Inc.
2801 Yorkmont Road, Suite 100
. Charlotte,NC 28208
Subject: Chemical Analysis of Samples Received on 05/03/97
525 N. Tryon, Project#: 30100-6-2191
Dear Mr. Armour:
Law Eng. & Env. Svcs. National Laboratories has completed its analysis of your samples
and reports the results on the following pages. These results relate only to the contents of
the samples as submitted.
If further assistance is needed,please feel free to contact Kelli A. Silvia at [phone].
Sincerely,
LAW ENGINEERING & ENVIRONMENTAL SERVICES-NATIONAL LABORATORIES
..U1/1-
y�- - -
Kelli A. Silvia
Project Manager
Enclosures: Data Report
Invoice

a.+. a •• Ll• ♦ 11\\!1.1♦•• u• .1.a LLJ►•1 i11V1♦[ l/.JL JV1N.A-11 V1\.L.,"
TEST DATA REPORT
05/06/97 —Project Information—
Mr.Mice Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd Suite 300 525 N.Tryon-30100-7-2191
Charlotte,NC 28208
filw-,1 —Sample Information— Date Sampled: 05/02197
Station ID: elka Time Sampled: 10:00
Lab ID: AB17754 Log In Date: 05/03/97
Collector. LISTED ON COC Log In Time: 1238
—Test Information-- Analysis
parameter Units Method Det Lim Result Date Tech
522-602 VOA by GC ug/L ug/L EPA 602 05/05/97 NC
Benzene ug/L EPA 602 1.00 90.5 05/05/97 NC
lthylbenzene ug/L EPA 602 2.00 Not Det 05/05/97 NC
toluene ug/L EPA 602 2.00 Not Det 05/05/97 NC
Nylenes (total) ug/L EPA 602 2.00 2.20 05/05/97 NC
1
(ethyl tert-butyl ether ug/L EPA 602 0.500 1.56 05/05/97 NC
aur-Fluorobenzene %R 62-116 ug/L EPA 602 0 85 05/05/97 NC
remarks:
Signed: --) .�.�"". .
Keith R.Greene
Quality Control Manager

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TEST DATA REPORT
05/06/97 —Project Information---
Mr.Mike Armour Page 1
Law Eng I Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd Suite 300 525 N.Tryon-30100-7-2191
Charlotte,NC 28208
®w-1 .41
04, -Sample Information— Date Sampled: 05/02/97
Station ID: MW-2A Time Sampled: 12:00
Lab ID: AB17755 Log In Date: 05/03/97
Collector•. LISTED ON COC Log In Time: 12:38
—Test Information— Analysis
Parameter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 05/05/97. NC
Benzene ug/L EPA 602 1.00 Not Det 05/05/97 NC
Ethylbenzene ug/L EPA 602 2.00 Not Det 05/05/97 NC
Toluene ug/L EPA 602 2.00 Not Det 05/05/97 NC
Xylenes (total) ug/L EPA 602 2.00 Not Det 05/05/97 NC
Methyl tart-butyl ether ug/L EPA 602 0.500 Not Det 05/05/97 NC
sur-Pluorobenzene %R 62-116 ug/L EPA 602 0 83 05/05/97 NC
Remarks:
Signed:
Keith R.Greene
Quality Control Manager

l..L ry C11 v LI WiN1VLCIN 1AL INA11VINAL, L.A SUKA1UKIES
TEST DATA REPORT
05/06/97 a —Project Information --
Mr.Mike Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd Suite 300 525 N.Tryon-30100-7-2191
Charlotte,'NC 28208
—Sample Information--- Date Sampled: 05/02/97
Station ID: EFFLUENT Time Sampled: 15:00
Lab ID: AB17756 Log In Date: 05/03/97
Collector. LISTED ON COC Log In Time: 12:38
—Test Information— . Analysis
Parameter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 05/05/97 NC
Benzene ug/L EPA 602 1.00 91.4 05/05/97 NC
Ethylbenzene ug/L EPA 602 2.00 Not Det 05/05/97 NC
Toluene ug/L EPA 602 2.00 Not Det 05/05/97 NC
Xylene9 (total) ug/L EPA 602 2.00 2.20 05/05/97 NC
Methyl tert-butyl ether ug/L EPA 602 0.500 1.60 05/05/97 NC
sur-Fluorobenzene 8R 62-116 ug/L EPA 602 0 84 05/05/97 NC
Remarks:
Signed:
Keith R.Greene
Quality Control Manager

NMI LAW ENGINEERING a CHAIN OF CUSTODY RECORD 15564
= ENVIRONMENTAL SERVICES, INC.
3355 McLEMORE DRIVE SAMPLING 7 PENSACOLA, FLORIDA 32514 NAME OF FACILITY:
[phone] INFORMATION NPDES NUMBER STREET ADDRESS:
PROJECT NAME JOB NO. -
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REMARKS RECOVERY WELL-RW NPDES DISCHARGE-ND
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SOIL/SEDIMENT-SO HAZARDOUS WASTE•HW
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LAW
ENGINEERING AND ENVIRONMENTAL SERVICES
3355 McLamere Drive
Pensacola,Florida 32514
[phone]
August 18, 1997
Mr. Mike Armour
Law Eng. &Env. Svcs., Inc.
2801 Yorkmont Road, Ste. 100
Charlotte, NC 28208
Subject: Chemical Analysis of Samples Received on 08/12/97
Project Number: 30100-7-2191
Dear Mr. Armour:
Law Eng. & Env. National Laboratories has completed its analysis of your samples and
reports the results on the following pages. These results relate only to the contents of the
samples as submitted.
If further assistance is needed, please feel free to contact me at [phone].
Sincerely,
LAW ENG. & ENV. WCS. NATIONAL LABORATORIES
Kelli A. Silvia
Project Manager
Enclosures: Data Report
Invoice

LAW ENVIRONMENTAL NATIONAL LABORATORIES
TEST DATA REPORT
08/18/97 —Project Information--
Mr.Mike Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd Suite 100 525 Tryon 30100-7-2191
Charlotte,NC 28208
---Sample Information--- Date Sampled: 08/11/97
Station ID: EFFLUENT Time Sampled: 16:30
Lab ID: AB26682 Log In Date: 08/12/97
Collector: F.ELLIOTT Log In Time: 10:51
---Test Information --- - Analysis
Parameter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 08/14/97 WM
Benzene ug/L EPA 602 1.00 Not Det 08/14/97 WM
Ethylbenzene ug/L EPA 602 2.00 Not Det 08/14/97 WM
Toluene ug/L EPA 602 2.00 Not Det 08/14/97 WM
Xylenes (total) ug/L EPA 602 2.00 Not Det 08/14/97 WM
Methyl tert-butyl ether ug/L EPA 602 0.500 Not Det 08/14/97 WM
sur-Fluorobenzene %R 62-116 ug/L EPA 602 0 80 08/14/97 WM
Remarks:
Signed: Pore-
Keith R Greene
Quality Control Manager

LAW ENVIRONMENTAL NAIIONAL LABORATORIES
. - TEST DATA REPORT
08/18/97 ---Project Information ---
Mr.Mike Armour Page 1
Law Eng&Envir Services,Inc. Project Name: TRYON
2801 Yorkmont Rd Suite 100 525 Tryon 30100-7-2191
Charlotte,NC 28208
---Sample Information-- Date Sampled: 08/11/97
Station ID: MW-2A Time Sampled: 16:40
Lab ID: AB26683 Log In Date: 08/12/97
Collector: F.EIJ.TOTT Log In Time: 10:51
---Test Information--- . Analysis
Parameter Units Method Det Lim Result Date Tech
622-602 VOA by GC ug/L ug/L EPA 602 08/14/97 WM
Benzene ug/L EPA 602 1.00 26.6 08/14/97 WM
Ethylbenzene ug/L EPA 602 2.00 Not Det 08/14/97 WM
Toluene ug/L EPA 602 2.00 Not Det 08/14/97 WM
Xylenes (total) ug/L EPA 602 2.00 5.41 08/14/97 WM
Methyl tert-butyl ether ug/L EPA 602 0.500 Not Det 08/14/97 WM
sur-Fluorobenzene 8R 62-116 ug/L EPA 602 0 79 08/14/97 WM
622-8015M TPH VOA W mg/L mg/L 8015M 08/15/97 NC
Petroleum Hydrocarbons (Gasoline) mg/L 8015M 0.100 Not Det 08/15/97 NC
sur-4-Bromofluorobenzene %R 50-150 mg/L 8015M 0 110 08/15/97 NC
Remarks:
. .
Signed:
gcm.
Keith R Greene
Quality Control Manager

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