WQ0012799_Regional Office Historical File Pre 2018

SC C PRIORITY PROJECT: " es_No
If *des, S'CC .
To: Permits and Engineering Unit
Water Quality Section
Attention: Randy Kepler
Date: September 27,,1996
NON -DISCHARGE STAFF REPORT AND RECOMMENDATION
CCU TY: Cleveland
Permit No. WQOO 12799 or 2565
PART I - GENERAL INFORMATION
l . Facility and Address: KMG Minerals, Inc.
P.C. Box 729
Dings Mountain, NC 28086
Date of Investigation:9/26/96
3 Report Prepared y: Todd St. John;
, Persons Contacted and Telephone Number: Carr L. Hankins, Project Engineer I5) 484
57
5. Directions to Site: From the intersection of Interstate 85 and Dixon School Road travel north
on Dixon School Road. Turn left on Battleground Road; Travel approximately l mile. The
facility is located on the left hand side.
& Size (land available for expansion upgrading), Them appears to be adequate land for the
upgrade* however, there are buffer conflicts with nearby residences.
Topography (relationship to 100 year ood plain included): The facility does not appear to
be located; in a flood plain.
.Attach a l ,S.G.S, map extract and indicate facility site.
U.S.G.S. Quad No,: G13NW U,S.0 .S, Name: Grover, er, NC -SC
Latitude: 5" l F 5 ' Longitude: 1;' 3" "
& Any buffer conflicts with location of nearest dwelling and water supply well: Yes No—

If Yes, explain: There are houses within 300 feet of at least one of the storage/settling
lagoons/pits. {See Treatment Diagram d plans)
9. Watershed Stream Basin Infonnation. Dixon Branch and Long Branch
a. Watershed Classification. +
River basin and Subbasin No,: BRD05
cp Distance to surface water from disposal }stem None within 100 feet.
AST I1- DESCRIPTION OF WASTES AND TREATMENT WORKS
1. a.Volume: 8 M (DesignCapacity)
Residuals: tJnkno,,An tors per year
b Types and quantities ofindustrial wastewater: Process water from tailings, Sorne of
the processes involve the addition of chemical treatments.
e, Pretreatment Program (Pt TWs only): /A
Treatment facilities
a. What is the current permitted capacity of the facility? N/A
h. What is the actual treatment capacity oft e current facility (design volume)? N/A
c, Phase provide description of existing or substantially constructed wastewater
treatment facilities: The current facilities consist of slurry settling ditches that flow
into a storage pond. The settled materials are taken to raining pits on site and used.
as fill;
d, Phase provide a description of proposed wastewater treatment facilities: The
proposed facilities will pump the slurry directly into the mining pits which will act
as settling ponds, The water will then be pumped to two storage ponds in series.
a. Residuals handling and utilization/disposal scheme: Settled material will be left as fill,
. Treatment plant classification (attach completed rating sheet): Mass l
5. SIC Codes : 1446, 1459. 1499
WastewaterCode(s) of actual wastewater, not particular facilities, i,ea, non -contact cooling
water discharge from a metal plating company would be 14, not 56,
Page 2

Primary: 41 Secondary:
Main Treatment Unit Code: 50009
I Is this facility being constructed with Construction Grant Funds (municipals only)? N/A
2. Special monitoring requests- N/A
3, Important SOC, JOC or Compliance Schedule eaten N/A
4. Other Special Items., None
PART IV - EVALUATION AND RECOMMENDATIONS
K-MG Minerals has applied for a new permit or a modification to Permit No. 2565 at its Moss
Plant. At present the status of Permit No. 2565 is unclear. A review of the files at this Office
indicates that this Office (memo dated December 2, 1994) and KNIG Minerals (letter dated
November 28, 1994) requested that Permit WQ0003193 (Patterson Plant) be rescinded because the
need for this permit no longer existed. A discussion with KMG during the inspection on September
26, 1996, confirmed this request. However, a letter from Central Office dated December 13, 1994;
rescinded Permit No. 2565 (Moss Plant) indicating that General Permit NCG020089 was the only
pen -nit needed at this facility. ThewTiter could not find any indication in the file that such a request
was ever made. In fact, Moss Plant has continued to operate its recycle facility; therefore, a recycle
pen -nit is needed® An NOV for operating a recycle facility is not recommended at this time because
this Office can find no indication that KMG requested that Permit No, 2565 be rescinded, nor could
this Office find any evidence that this permit has an expiration date.
The proposed facilities present buffer conflicts with nearby residences (see Treatment
Diagram). The regulations require a 400 foot buffer between lagoons and residences. 'The
northeastern most lagoon/pit is currently being used to provide makeup water and is not part of the
treatment system. The proposed plans indicate that this lagoon/pit will be used to store and provide
additional settling for the recycle water. This lagoon/pit is within 400 feet of at least two residences.
It is not currently known if the residences in the buffer zone have wells, According to KMG, city
water is available. This Office recommends that waivers be obtained from the residents or that this
lagoon/pit not receive recycle water.
Page 3
I

determine if the additives could possibly cause groundwater or soil contamination; however, fi t:"
indicated that they may have already forwarded such a list to Permits and Engineering.
Nevertheless, if the above issues are adequately addressed and confirmation is received from
the Groundwater Section., this Office recommends issuing this Permit or Pen -nit Modification,
Signature of Report Prepares
Water Quality Regional Supervisor
Date
cc. Storm Water Group
Page

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RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility -
Owner or Contact Parso
Mailing Address:
County- -Telephonw
Present Classification. New Facility--,, existing Facility_
NPDES Per. NO. NCOO Nondisc, Per. No,WC)14�5--�'ertlth Dept.Per No,
Rated by:Telephone- Date:_
Reviewed by: Health Dept, Telephone:
Regional Office Telephone:
Central Office Telephone:
OR Grade: Telephone:
Check Classification(s): Subsurface Spray Irrigation - Land Application
Wastewater Classification, (Circle One) (T 11 fit IV Total Points:
-------------------------------------------------------------
SUBSURFACE CLASSIMATION
SPRAY ITK)N CLA-SSIFICATiON
(check all units that apply)
(check all units that apply)
1,-septic mks
I. -preliminary treatment (definition no. 32
2.-pump tanks
2,-Iagoons
3.-siphon or pump -dosing systems
3,_septic tanks
4.-sand filters
4.-pump tanks
S_grease trapAntereeptor
S.-pumps
6_oil/water separators
6.-sand fillers
7,-gravhy subsurface treatment and disposal;
7.-grease lrapAftterooptor
$,_pressure subsurface treatment and disposaE
8._oillwalor separators
la_disintection
10,-chemical addition for nutrientlalgae control
11.-spray irrigation of wastewater
In addition to the above classifications,
pretreattrent of wastewater In excess of these components shr-11
be rated using the point rating system and will require an operator with an appropriate dust certification.
LAND APPLICATMIRESIDUALS CLASSIFICATION (Applies only to pertnit holow)
I. _Land apphcation of biosolids, residuals or contaminated soils on a designated she,
-------------------------------------------------------------
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classilicallon, Unj= the flow is of a significant quantity or the technology is unusually
complex, to require consideration by the Commission on a case-by-oase basis: (Check R Appropriate)
I -Oiltwater S"rator Systems consisting only of physical separation, pumps and disposal;
2_Sepllc Tank/Sand Fitter Systems consisting only of septic tanks, dosing apparatus, pumps,sand fillers, disinfection
and direct discharge;
1 Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
VaJgae or nutrient control, and direct discharge
4,-,
Closed -loop Recycle Systems;
5.-Groundwater Remedlalion Systems consisting only of ofilwater separators, pumps, air -stripping, catbon adsorption, disinfection
and dispos.-J-
6_Aquacufture operations with discharge to surface wafers;
7._Water Plant sludge handling and back -wash water treatment;
8,_Sealood processing consisting of sc"ning and disposal.
9 _Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted after July 1,
1993 or N upon inspection by the Division, It is found tad the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification by the Commission. In writing.

The following scale
is used for rating wastewater treatment facilities: (circle appropriate points)
rrEM POINTS
(1) Industrial Pretreat mort Units or Industrial Poet rearmorat Program (see definition No, 33),--.— .... . .. -- ......
(2) DES ION
FLOW OF'PLANT IN gpd [not appficablo to non-oontaminated cooling water%, sludge handling facial as for
water purification plants, totally closed cycle sysioms(sxt# donflion No, 11 and facilities consisting only of hem
(4)(d)
or Items (4)(d) and (i 1)(d))
0 - M000........ ........
20,001 60,000---- ........ ........
60,001 100,000— ........ ......
100,001 ....... .......... . ........
$00,001 ....... ...... ......
1,,000,001 2,000,000 ... 0
2,000=1 (and up) rate I poirt additional for each 200,000 gpd capacity up to a maximum of -----.30
Design Flow (gpd)_
(3) PRELIMINARY UNnS(PROCESSES (see deter son No,32)
(a)
Bar Somens,
0 r
(b)
Mechanical Screens, Static Screens or Comminuting Davlces-- .... .......
(c)
Grk Rarrovat ...... ............. .......... ...........
or
(d)
Macharroal or Aerated Ork Romova; ....... ....... --2
(s)
Flow Moasuring Device ........ .................. .......
or
MInstrumented
Flow Measurement..,,-, .......... ...... .......... . . .......
(0)
Preasrallon .... .. _ ...... ...... .......... ...... ...... ......
(h)
Influert Flow Equalizallon— .... .......
0)
Grease or Oil Separators - Gravity.,,..,,,,,, ........... .........
Mechanical.. .. .... .... — .... ......
DIss,orved Air Flotation .... ...... ..........
Prachlorination., .... .......... .......... ...... ........
(4) PRIMARY TREATMENT LINITSPAOCESSM
(a)
Swiclic Tank (see dalinItion No, 43)---- ... ...... .......
(n)
Imhoff ..................... ......... .......... ----5
(c)
Primary Clarifle ' rs- ...... .......
(d)
Sorting Ponds or Senling Tanks for inorgaric Non-loxi<- Maierials (sludge hancifirV facilities for water
purification plants, send, gravel, &for*, and other mining operations except recreational activities such as gem
or gold ........ .............. ........ 2
(5) SEcONDA.RY TREATMENT UOTSIPROCESSES
(a)
carbonaceous Stage
Aeration -High Purity Oxygen -2 0
Diffused Air System .......... ......... .......... to
Mechanical Aft System flfxsd. floating or ......
Separate Sludge R station ....... . ".3
Tr1okOng Filter
High Rate— ....... ........... ........ 7
StandardAsia--, ....... -- ..... - .............. ....... . ... -- ... - .......... ........ --s
Packed...... --.- ........ ........... ........ ---- ....... --5
(ul) Biological Aerated Filter or Aerated Biological Filter .. 1 0
(IV) Aerated Lagoons.—,-- ..... .............. ......... ...... -10
M Rotating Biological --'l 0
Sand Filters -intermittent biological.,.._,,....— ........ 2
Retziroulating, biological..:,. , ....... ...... ;3
(V11) Stabilization Lagoons....,.., ............. — ........ .......
{Vila") Clarifier : 1. . ... . ..... ......
Single stags system for combined carte nsceout removal of 800 and nitrogenous removal by
nfiril"fion (see definition No. 12)(Poinis for this Item have to be in addition to hems
(5)(a)(1) through
utilizing the extended Aeration process (see definhion No.3a) ....... . ...... -- ....... 2
utilizing other than the extondisd aeration pmooss ... ...... ..
(x) Nutrient addtfions, to enhance SOD removal, ....
(xl) Biological Culture ("Super Sugs*)addhion .... ........ ....... ......5
(b)
Nitrogenous Stage
Aeration - High Putty Oxygen System... .... ...
Diffused Air System . ........... 0
Mechanical Air System (fixed, floating or rofor) ... . . ........
Separate Sludge Reiteration ....... ........ --- ..... ....,-a
(11) Trickling Filter -High Rariu-- ...... ....... --- ... --- . . ... ......... .......... ........
StandardAsia- .... .................... ........ ........ -- ......... ....... -- ......
PackedTower..-.-... ...... - . . . .......... . . .............. ...... -- .......
(111) Biological Aerated Filter or Aerated Biological Filter ....... . — ............... 0
(IV) Relating BiologIcal ...... - ........ 0
M Sand Finer- Intermtherit b g 1................ . .............. — ............. . ... -2
Ascirculailmg biological..... -- .............. . . ..... ...... .... . . ---3
. .........
(6) TERTIARY OR ADVANCEDIREATMENT
UNMPACCESSES
(a)
Activated Ca rot Beds
-
without carbon ................ ............. .......
with carbon rage ration ---- ...... ....... ......... ..,15
(b)
Powdered or Granular Activated Carbom Food -
withoutcartoon rage' neration ......... -- ........ ........... ...........
with carbon regeneration.. ... ... ..... ........... ...... . .................... .......1
(c)
Air sIr4*ng---- .... - — ...... ......... ........ ......... ...... . ..... .................. --- ....... - .......
(d)
Dentirtheation Process ... ....... .......... --.— ......... ................. .......
(0)
....... . .. ...... . ..... ...... ........ ................ .....
MFoam
Separation, .......... ...... ........ ........ ................. .......
(9)
ton Exchange ..... .... ..... ...... .... . ............ - ...a..... .....,...........A
(h)
Land Application of Treated Effluart (see definition No, M) (nal applicable for sand, grarvel, atone
and other simIlar mining operations) by high rate ................ .... -- .. . ... . ............. A
............ --- ...... ....... ......... . .... .... . .....
Phosphorous Removal by Biological Processes; (Soo definition No. ... 20
WPollshing
Ponds - withold aerations - . ...... --- ........... — ..................... .... --.1-1-2
well........ .................... ........ .......... -.5

11)
Post Aeration • cascade....,:.... ..,.... C
diffused or mechanical
rn)
..,...
Rover%e Osmosis... ..,-.,., ...,.,»
(n)
Sand or Mixed-Modia Filters - law rate.....
....
high rate
5
Treatment for re at of taf or cyar de ,.., »,.,. ...,,.. a
(p)
treatment s for removal of toxic maronais chef tit rTtet
(7)
SU.J0GETREATMEhfT
(a)
Sludge Digestion Tank - Heated (a ' erob c}..:
,,.t C
Aerobic
Unheated (anaerobic)
(b)
.....
Sludge Stabilization (cheimicat of thermal) ......
(c)
Sludge Drying Be - Gravity...
Vacuum Assisted_____
(d)
,. ......... 5
Sludge Elvidatton..... ......
(a)
....,...
Sludge Condnio r (chemical or thermal),,
(f)
,,,.:. „ ..... ........
Sludge Thickener (gravity)... „......
(g)
.....
Dissolved ,Air Flotation Unit (nett applicable to a unit ratedas
(h)
Sludge Gas Utilization (including gas storage) 2'
(I)
Sludge Holding Tank Aerated..,
.......:. ......... ...,,:,:w
Ndrs aerated
Of
„ .....2
Sludge Incinerator gnat Including activated carbon regeneration)..,.,.
(k)
t6*
'Vacuum Finer, Contr(luge, or Rher press or other similar dowatering devices ...... d
(a )
........ ............_1
RE&DUALS UTTILIZATIO I SAL (including Incinerated h)
(a)
Lagoons,.,., „....... ....:.r
(b)
Land Application (surface and subsurface) (see definition 22a
by contracting to a land application operator or is III operator who holos the land application permit
or landfill pa .,.....: ......... ....... 2
(c)
....,.
Dedicated La ill(budal) by the pentriftlao of the wastewater treatment facility,,,,,,
(1)
.............,,,5
5
(b)
Efechlorination ,
(c)
id)
Ozone.........
Radiation„.«
(1 b)
,,.,..... ,.. ,.,.,,,.».«.: .. .,,«.,. ...",.., .»..,..,. .>,,._w.h ......... .........: ..,...........5
CHEWCAt ADDITION SYSTEMS) ( see definition No. a) (not applicable to chemical additions ratedas hem (3)(j),
(5)(a).(xl),
($)(a), (6)(b), (7)(b)i (7)(e), (ga), (9)(b) or (g)(c) 5 points each:
List
i t f)
MWELLANE<wSs
UNrr S
(a)
Holding Pords« Holding Tarns or Settling Ponds for Organic or Toxic Materials Including wastes from miming
operations containing nitrogen; or phosphorus compounds In amounts significantly greater than is common
for domestic wastewater ,.....,;
(b)
; ,...a
Effluent Flow Equalisation (not Aloplihabla to storage basins which are Inherent In layd application syttems) ...,2
(c)
Stage Discharge (not applicable to storage basins Inherent In I" applicsoon tams)
gd)
.,....:,, , .,.,„....5
Pumps,...,..;
(s)
Stand -By Power Supply_
(()
....... ...... .......: „ ..,......,.
Thermal Pollution Control Dovi
.....,..:
TOTAL POINTS__.___ ....
M®'reP�t ■sl
`Class I Points
Class II,..,»......... ........ ........26.50 paints
Class II1.,...,:,, ,...... .,... . , ........ 51 5 Points
Points
-------------------------------------------------------------
Facilities having a rating of one through four points, Inclusive, do not require a certified operator,
Facilities having an activated sludge process will be Assigned a Thimmium classification of C IL
Facilities having treatment processes for the rerrstval of ffretal or cyanide will be assignod a minimum clasafficallon of class 11,
Factkles having treatment processes for the biological renutwal of phosphorus will be asisigned a trintimum classification of Class lll,
--------------------------------------------------------------
:P r �** ♦ .. a �, ,, Pr ♦: :# r .r P -. t P. - -
.. a P:' # Mr # r P • P P# ,...r P# #: P
. # P r •, ,. P P _ P...P _, Ir ... # <_ ,. - P • r r: ♦ .' r M # :' .: r P P - P
-
-
Y . ... r ,: # r .: #• # P -' cr ct P .. r • P : #P a # -.# . rc#. a '.
. a . r P: yr : #. ..: • :.: a-: P ♦ - '-. r f # r. : P P i :. a r a.: ;.
MY Dochlorination, The PAAW of complete reduction of residual chlorine In a 1140W by " thornkiat 6i ptijildall 00otse;
(14) Donhyff'14stion Protest, This Cohii"flon Of hinsitoohrogen to nitrogen gas;

x x
:w
.x
State of forth Carolina 99
Department of Environment, U
�
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor A loll I liii'lli'llINOL
Jonathan B. Howes, Secretary
A. Preston wa, Jr., ., Director
I�
August 1, l`n,
MR. GLENN MCCLOSKEY
KEG MINERALS-FRANKLIN IN
PO BOX729
,
KINGS GS MOUNTAIN, NORTH CAROLINA 29086
tt.;,,.....
Krug Min rul wfr nklin Ind
Recycle Facility
Cleveland Count
a
Dear MR, MC CL,OSl Y t
The Division's Permits and EngineeringTint acknowledges receipt of your permit application and
supporting materials on August 14, 1996. This application has been assigned the number listed ub v
Your project has been assigned to Randy Kepler for a detailed engineering review. Should there, be may,
questions concerning your project, the reviewer will contact you with a request for additional
information:
e aware that the Division's regional office, copied below, roust provide recommendations from the .„
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
`f you have y questions, please contact. at l ) �' - fll tension Ste. If th
engineer is unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION` NUMBER WHEN MAKIN
INQUIRIES ON THIS PROJECT.
rxSincerely,
Yf
LO
M
mF
Carolyn 1 ., cCaskifl
Supervisor, tale Engineering Review Croup
too
o Regional Office `w:.:
Ledford Engineering ���. � � ��,vJ,
t
Pollution Prevention Petvs 0/1 (0 MT WA.5
P.Ot cox 29535, Raleigh, 1' onh Carolina 27626-0535 Telephone 1 -73 -701 a
1) -1b kj,��
An Equal Opportunity Affirmative Action Employer
. lea

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State of Nortli Carolina
Departnient of' Environment. Health and Nattiral Kesource"S
Division of Environmental Management N"("" DEPT, or
Non -Discharge Perrf�t Application Form wT
N,"I"
(THIS FOR.41 MAYBE PHOTOCOPIED FOR USE AS AN ORIGINALi
RECYCLE FACILITIES SEP 1, 1, 1996
1. "GENERAL INFORMATION: DF
110I.SVILE RERDNAL UMCE
1,
Applicant's nalFIC (PICiSe Specify ine name of the municipality, corporation, individurd, etc wli
KMG Minerals Division of Franklin Industries'Tric.
2
Prilit 0&IIM Of'SiYniub, OffiCiIYS MMIC WId Lift (the Pel"SOII Who is lc Csporisible lot LN,
Glenn McClos General Me,naqer
3
Mailin2addreSS P.O. BOX 729 n
'M
C i t sizae: zip: --2-aD
Telqd-w,i)e 7 Q � A 1 r,
ProjccTN -�e ;p'La.-:e spc�cify the name of the facility or esuiblistiment - should be consistent orr all documenLs included
Ta, i
c4 RLcyclQ F,,,ci) i iy (S ureel Addre�s): 1469 S. BaItLtLle2rciund Avenue U
806C, ry:
'ffountain .ip--
6
COM:M PLFSC-11 VU Ci2ill anSWCF qUcS1J0r1S aboui applic_--jon:
N:iii ie, _i1ab__Bax Telephone nuailier:
T
56 Longitude.- 8 1 de 1 4 of -re ycle faclllty locai" n
8/2/96
9.
f:eCSUhrlliticd,--4jaD-,-CLO--f-nieperfnitprc�essing fee :should beasspecified in 15A NC_'--j,C.',1H .0205(c)(5).]
lit
Couiity %dliere proli.,,cl, is locatefzv� 1 n n ri
IL PER.MIT
INFORMATION:
I
NV fv, ill lw ConlpfciL!d by DEW: a,-) e;l Ci
Spiscily wlieUicr project is: — neN�, — fcnews- . x an."ficaLion
For renewals, COMPICLe Qnl',V SCCtions 1, 11, and appiicant signature (on page 6), submit oifly pq"c°S I twd 6 (origiral an
uIrce copies of eaC11), 1:-110ineer's sionature not reqa_i,,,d for renewal wiLhow odier rncidilic;luom.
3,
1l dliS 'ZippliCIMJ0i1 is licing submi(led as a result of a renewal or modification to an existing list rl3e existing permit
2565 and iLs'issue clate __!_J1
biv' alq)] icwit is _ public or p r vale,
T-OWW
1kr 06194 Y) a g e I ail 6

111, INFORMATION ON NVASTEWATER:
I. \'ature of WasLcwwcr11c Domestic % Cornmercial L0_0 Itidustriaj
OUcr 4 LIAC (wPUCify)"
2,- Please parr vdo a orw or two word d(:scnr)uon specitymg die origin cif die WZetCWJkCr, SULfi ,is subdivi�,icin, hosj)iLal,
commercial, iridusuiai, apafrrtients, ctc.:
Industrial
3, Volume of recycle waicr orterated by this project milli —on L',,olons Fx!r L'iy
4, ExIflawiticm uftiov, recycle ww,MCF V01UMc was &terinwed: - ------
5, Eri,f projectdcscripuom Re-route current tailinlu r lrs�ta 1t crc�Led lake
and pump equal volume to plant -.intake lake for make-up water.
IV. DESIGN INFORMATION
1, Provide a brief fiSL1112 Of Lhe comp ortems of die recycle facilities, including; dittiensions, capaciuts, and deLenficirt fi=,s of
L:tnb-S, jjjQlj wllLer al:J­I`DS, filters, Ponds, lagoons, etc.:
**See attached--
2 �ajnc of (:l01,,e,sL cictijrllopc surficc waters, Di xon Branch & Bjr_anch—__
3, Classihcouon of clos,,si surface tvaicry (as established by Ljrc Management
cornjllls�rurl & "Soccilred, oil pais 4 of this applicitiori - This 0assificaiion niust be provide I by Llic ,q)proprime R60naj
UfICC Prior to Ule subinittal (it the %6010,
4, If a POWU fUlLlre at die facility could impact waters classified as WS, S. B, or Sly, describe wliicl� 01 UIL' measures arc
b,cirq im[flernuacd to prcvem such impact, as requirud in 15A NCAC 2H MOO!
Power failure would not Pffk­t_tb_e�� �sed �WatelZ_!q_.
FORNM: RF 06/94 2 of 6

w . no ;acililics ra os ,,, conlorni iG Lai% . i1t`+rla Q buffcis t,,a;id A otnot applfiabi C �iE6 j
0feet between al lagoon and eny residence under Separate ownership„`
b) '' 10 feet bete ecif a surface, shred filter and any rC_5idertee udder scptt att a vs rsersltilr,
cy ! JVJ feet betxveen rite ra -ycle facilituds and any pnvate or public eater supply source,
100 fccl laCiw':i't, Ule ra:c;acli f316h ieS and ;arty sue,'wits classified as WS of 13 aand wiy, woter; cl:>as6fyaa as SA or SB;
ei IW fl:et bet l`C,:BQ We rteyele facilities arid any caber st cam, canal, niarelf, coast<al warners, Lkc or iri�p uncduent,
1 50 tccL bets, ccri tilt; re: ycle facilities arid property lines;
If any of t.lie twuflers specified if) No 5 above are not being fuel, please explain lho,v tie proposed br fifers will provide equal
or better protection of the Wawrs of the State wirb no increats d potential for lfuisaaafoc cc WILJLaiis`
7, ire any. corispojfents of the recycle facility located within the 100-year flood plain? Yes, _, No. If Yes, briefly
aieserit)c die pro ctive rneasui-es, being Laken to protect a ainst flooding,
THIS APPLICATION PACKAGE NVILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONMENTALMANAGEMENT UNLESS ALL OF THE APPLICABLE BLE T INIS ARE,
INCLUDED WITH THE SUBMITTAL
a. One origiriaal and tfrce a;riryi.`s of dw completed arid appropriately eitecuted application form,
b. 'Tree appropriate f.�-rrnit prc�css rig fee, in accordance with 15A NCAC 2 { .0205(c)(5).
c. Fis-e (5) sets of detailed plates and specifications sidoned and scaled by a NorLh Carolina Professional Engineer. The plans must
include a general location map, a site ntap which indicates where any borings or hand auversamples were: taken, along with
buffers, structures, and properly lines. Each sheet of die plans and Life first page of the specifictuions must bc. si��ried and sealed.
d. For indusu-ial v,°aatstevF crier, ra conipleic clherni al analysis Of Uhe typical wasiesaw°ater riust he provided f"➢ae analysis rhiayr include,
but shall -rout be litrriteil'tn, Total Oreanic Carbon, B D, COD, dilorides, Phosphorus, Nitraws, Plhencil, Toud Trihalorriet3hanes,
T 'LP a-inttlysis, Total 1-k-d agenated Compounds, TutFal aisle#rrris,,crud Total Dissolved Solids,
e. if la,lutans are a part a l tlac laicilitie and tie recycle waatcr is industrial, provide a liycii-c�recologic description ul else subsurface to a
depti of 0 l cl or bedrock, svrnchcver is less. The number of` borings shall be sufticient to define Elie ft,lle"3wing lot the area
underlying each tfaaalor sail type at Use: site: significant changes fit lidtolog ,, tie aTrloe;al pCrn,c;abiliLy Of the un-.n ttralted zone, me
hydr:auhc"t:Cinducciviti of the saiurlaed �olie' and die depth of Uic, ittean sca sonal high ra:iicr table
f, Fine espies of all reports, ev,,duations, agreements, supporting calculations, etc., must be submitted as al part cif tie, specifications'
which are sismed and scaled by as forth `arolina Professional Engineer. Although certain portions of ties required subnnuid must
be developed by otter professionals, inclusion of these materials under tie -signature and seal of a Nordi Carolina Professional
Eneincer Sicnifics that 1Lc l:.is revieaa`cd this material and liaas judged'it to he consistent wiLh his proposers &shirr.
c. Fine :5copies of Lhc exisune permit if ra rendwti➢ or d MOdilicaucin,
Page 3 of

ThLs form must be completed by the appropriate DLM regional office and included as a Pirt of the project
submittal information.
INSTRUCTIONS TO NC PROFESSIONAL ENGINIEER:
The classification of the downstope surface waters (die surface waters that any overflow from ifio facility would flow toward)
in which the recycle facility will be constructed must be deLeu-nmed by the appropriate DEM rcoiond office. I'ticrefore, you
are required, prior to submittal of the application pack -age, to submit this form, widi iterns I through 7 completed
to the appropriate Division of EnviroarrienU j'AanagemeriL Regional Water Quality Supervisor (see page 6 of 6). At a
minimum, you must include an 8.5" by I I" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of die recycle facility and die downslope surface waters in which dicy will be located. Identify Lhe closest downslope
surface waters on glee attached map copy. Once the regional office has completed the dassification,
reincorporate this completed page and the topographic map into the complete applicatiun form and
submit the application package.
I Applicam (specify mare of die municipality, corporation, individual, etc.): KMG Minerals Division of
FrAriki _n_ TndjlS_t '_eZ Tnt-
_rj
2, Na ne & complete address of engineenno firrn: Lori f QX
56 Rave
Ttiephonc number: ( '7 n 4
3, Project narria:
4 . Narne Of CIOSCSL dowoslopsurface waLers:
54 County(iesl where tie recycle facility and surface waters ate located, Cleveland
6Map name and date: Grover Quad, 1971
7NC Professional Engineer's Se,-d, Signature, and Date:
TO: REGIONAL NVATER QUALITY SUPERVISOR,
Please provide race with the Classification of rfic "VaLershed where these sowers will t'*-' rota trusted, as idc-nhfied on the attached
map segrienr
Name of surface waters:
Classification fas established by the Environt-rentrd Management Commission): Class C
Proposed classification, if applicable:
(All inust 1-c s.'ancd)
FORM: RF 06194 P u 4 of

Name d Compicte Address of Engineering
56 Ravenscroft
city" _ Matt: f 880
Professirinal En inter's ertific;ition:
1„ rk t ,, _ attest tIttt tlias tpi lrcatitrn i KMG Minerals,
�T i�rs"
has been revicwd by me a wi iy tiSc ur,ita wId cc%;ftplctc to tli: hest of my kiluv,dct ge, -I turtllttr attest Ulm to ui+ b;°st of rra}' i
the proposed desim baa blcn prepared in acconia7ce e i0l the applicable rcgta'la ions. AlLhouOly m arii Ixil` lops 01 this subtnittrtl
package may ha".c bccrr ulc,,-, {o �cd by odier prc-!:Ssk)m ls, inclu�itrn of these matcriadi under mv slim turc wid se°'J sio nifi °s diet I have
revIe+ ec Uui sat.: al ar'i"dl hc judoc; it to be G�l��kk �eb die propusctl dcsigrr'
Nardi Carolina Prcifcsssonal Engkicer.s 5t k ':
L
Y
00
ffi
Applicant's CertfficaOom
1. _ , attest that this applicaGon for f M inercc1
has been re"` te%i ud by MC du'aif is at't UfZitt; and cOr' Plctc. to tlrc l eSL of illy I<7anwledoc, I undcrwind U)at if all req uiicd parts of Lhis
a ,fl ,:;4,j n rare~ not completcd ttrttf flint if all regi. iir d sup runt infurrnadon and attrac t cents are not inciuded, Uis s application pac a c
will be rctur°a, d to ny., ,is in"urripIcLe,
a tf,ltttr Date
1ifl: t_ 0.'\1l1lA`I`l_'D 1111LICA"f ION I'A`KiWE, INCLUDING LI.. SUt'POINI'f f st"f 1,NF :iftislA° ION AND
SHOLI'D 81 SEXF TO ° HI, J'OLLt 1 ENG :1.1:if Rr Et S,,�':
I T11 C.AROLINA DIVISION' Of' ENVIRON.` E T L
WATER QUALITY ITYSECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOA: 29535
OR I.l" 06/ Page

ti
tt, :
DEHNR , e
This t" rtct most bt a rnplet4bl by thg a pr priote regional offivr Singi Inclotltd us A taurr f ttta Proitft
atfit�ittl Irtfamr-t�ttia�ta
c9a sificat;orr of u,}c surface watecs uic w"fawe iv t tS that any Ovefflttw fr r1l tlt fa lny by u d flow toward)
Nt'� ia'ilitll time recycle i'aedkt ��m11 �: cttt} cad must tltt"i8lttie�a�° ttrr app(iarw� �{ cegMraa�t ut"ficc. 1�borctoa,
You
are requited, t tt> ptsttr I hu rt itt�t rt the application pacltta as to subtttit diit forum, �rWi iicitta 1 Wrou h 7 complet tm
t �e uitet riot , ?ato sera �t t;LI Oa�trrk rl5 «�9aat �rmian: i�at ional' ater Q4u ,Iat}a o arvss r f �a p8e of'6)) a
mitt urrm, you rrtust include an . " y i l" copy tad' time �t rtit�tt or a 7® ntitmr�t U Topographic Map wltactm slmtstw c
10ti0 of the recycle fa- Cility ahil dte do pe �ujlfac Waters whi p they wtFlil is: tooted, f Cnufy tltc CIOUSt 40YI)SIOPe
Surface seaters on die AILACIled map Copy. ofwt tht rt idrtat Office has c ttmplewd trit elUsl(tCttt 0n.
roincttrp orate tftis c:t�rrap�IVNI1 agl rscf ttt trapogr;,phit °r°asap into tlts tc if t t a:liscari t form arm
ubrnit the ;,fpalication
1. r$� Appiirttfspetafyct�#�°aOrrmulai�,pity'w�C�rtrr:at3nsaRsr�fa�°idtttcaa �T�ma1. � rvltt c�
IT
"
T iepalione nurn cr: t ,...
a e of Closest rirt nsi surbca atcrs:
Cunt °(iej) where �: recycle LcUity and Surface at ti ate
6. L.ap name ;tray te:
l REGIONAL NVATCR
Please Provide me witn dmc a L5tt icn(ioi, of i le, ��ra4�t5lS � �wts r� t1S6aL` sz%v r ' will N, consLr ci0 , ;, en t3fe %aL � �
9 t+trt:rtR;
une, of surface
Classification i c:stablisimt d � � �r �,r t rm�lm l fw as � rrt amt ftmrrmis i lm}.
liC ttd
. e rp�tts a.fasstftcataCtct,-41
jenatore GfClc» ers ttd
(Ali mttta�tram�rtts tlmalSl 5, mr��l}

State of North' Carolina
tr t f Environment, ronment, Health and Natural alResou,rces
4. ` Division of Envir r e tal 'Ma age �ef�t
Non -Discharge Permit Application Formpp,
u .11, It 199 6 fTHIS FORAI MAY BE PHOTOCOPIED FOR USE AS AN ' I L
t.r fafr�f
RECYCLE FACILITIES
x
dfua.fi 121cm, ,;
f
m
A plirant's naa.,ne fplease specify die name of tlae municipality, corporation, individual, C
KK
KMG Minerals l fiito of Franklin Industries Inc.
2 Print Owners or Siving Official's natne and Lift (LhC person who is legally responsible for ttic f<ac ifity and iLs c-om li' '
4�
Glenn Mc l
3. N' ailinaddress: Bad 729'
Cily 144 Suire: 'dap:
Pi"ojcct Nar`,e `p- case specify the mane of this facility o, establishment .. should be consistent on all docurnerit~s included.
Tay lln c1 t
5. '_tt,:°auun of 'Recycle Facility (Street Address).; 1469 S. 13 1 rt� n t
r its° r of s c rr atn S te: N.C.; : _ 28086
d. Contact person :v o can answer quesuons about app3icabort`
aii c _Bn_j2___aar_r _ Telephone nuurabcT i 74 )Sri :
c t tcdc. l l ° a S ongitudc:: " "' of recycle facility locabon
c of rntttc d: jj- _0Z . [The permit prc-cessing fee should be as specified in i ` A NC'AC H .05(c)(5
w
1 , A,ripliCation NLi f 4* aft f compfcit:d bf°"DEW:
2, `;x,ji"ciIY WIICdtur p,TOjCct is, nets<j rene Farmrnodificatio11
Fclir renewals, COITIPlc e Oniv sections 1, 1I, and appf` cant signatur (on page 6). ubtrtik wily p g cs i rtd d (original an,
three copies of each), idttvin cr s signature not requin.d for renewal w idiout other modifications
3 s. dt:s application is being submitted as a result of a renewal or modiftcatnion io att existing pertnit, list rite existing permit
and its' issue d to --Ill
`.p t :. tr`I,ctw:QT d' aP piican t is -public or private:

111, INFORMATION ON WASTEWATER:
1, Natorc oil Wastewater % Domestic; " % Commercial- 100 % filduuri-
% 0d)er %vaste (specify):
2,� Please provide a one or two word descripuon specifying the origin of the waswwwer, such as school, subdivision, hospital,
cornmercia-1, industrial, aparLments, CLC,"
Industrial
3 Volume of recycle water generated by rats project: ... fL-B_— gallons per. day
4\plariauon ufhcv�v recycle Nvarer volumt, wascletennined:
5, _-­ncfproject dL!scTiptj0[j: Re -router rrent tailinqs alum j_into _pjj crated lake
and pintnip, equal volume to plant -intake lake for make-up water.
V. DESIGN INFORMATION
I Provide a brief lisLing of the componenu; of the; recycle facilities, including dimensions, capacities, said detention Limes of
tz-_,jks, pLimping facsh6es, high water alamts, filters, ponds, lagoons. etc.:
--**See attached
2, Dixon Branch & LgPg_..Bran qh
3, CjassjQauon of closem downslopc surface waters., — laas "C" (as established by is Environmenul Management
Cornn'lisslun & specified On Page 4 of ailS appliCaLi0l) - ThiS CIEISSificanicn must be provided by Llie appropriate Regional
0:1,cc p-,tor to Uic suNnittal oft,ie apphauon).
4. If a power f,,Ulurc at the facility could impact waters classified as WS, SA, B, or SB, describe which of the measures arc
acing rmplcniented to prevent such irnpact, as requu'ed in 15A NCAC 2H 0200:
Power failure yquid not -off egt d wats.
FORN-1: RF 06/94 2 of 6

nic facilitles rrius� con forr-,i to rlic fol I owinn buffs,-s (said id I odier a pplicabIc buf1ci S).
Z
a) 400 feet between a lagoon and any residence under separate ownership;
b) 100 feet b-CLAT"n a SUffisCe sand fidler arid ;sny residence under separace ovinership
ol 100 feet beiv,,c'e ri the recycle facilities and any ph WaLe or public Water supply source
dl I W feet bewecn the recycle facihL11-5 and any streams classified as WS or B and any waters classified as SA or SB-
100 fcoL We f CCyC`1,.' fact] iries and any caller strearn, canW, niarsh, coastal waters, lake or impoundITIML,
50 tee, betv,,ccn idic recycle facilities and properLy litICS.
6, 11 ativ of die twflers specified in No 5 above: are- not beino fast, please explain how die proposed buffers will provide equal
a
or be . iter prERCC60r) Of the Wtiiers of the State wirli no increased potential for nuisance condit,ions:
7. Arc an) components of the recycle facility located widiin the 100-year flood plain') Yes- No, If Yes, briefly
cu-,scritdie protective measures being taken to protect against f1c, din 0 g,
THIS APPLICATION PACKAGE NN'ILL NOT BE ACCEPTED BY THE DIVISION OF
ENVIRONNIENTAL MANAGEMENT UNLESS ALI., OF THE APPLICABLE ITEMS ARE
INCLUDED WITH THE SUBMITTAL
a,. One orimal anLl dirc-L, :oi%:s of tliti conlisleted and apprOpliaLely executed application form.
b, The appropriate pcmii, fee, in accordance wirb 15A NCAC 21-t 0205(c)(5y
c, Five (5) sets of dQkailed plans and specifications signed and scaled by a North Carolina Professional Engineer, The plans must
include a penerid location map, a site map which indicates where any borings or hand auger sacriples Nvere W,-crr, along wide
buffers, structures, and property lines. Each sheet cal the plains and die first prige of the sNcifications must be signed and scaled.
d. For indu-srhal wasuc,,viter- ,,i conipletc chemical analysis of the LN,pical wastewater rinist be pio,,ided, Tiie anal"'sis may include,
but shall not be licnite-d to Tuud Or-ganic Carbon, BOD, COD, Chlorides, Phosphorus, NiLrares, Phenoi, Totul Trill a] ornethanes,
TCLP analvsis, ToUl Ha[01-Tn8k2d C0171pounds, Total Colifornis, and ToLat Dissolved Solids,
nc e o
11 lagoons tife a 'p.,un 0i dic faCillLiCs end the recycle water is industrial, provide a h0mvcoloL desci-iption of die subsurfacLa
depth of '20 feet or bcdro�k, is less. The number of borinks shall be sufficient to dchne die foilowing for the area
undcrlying UICh llltIJW S011 type at die Site, significant Changes ill firliology, Uie venical pernixabdiry of Lbe unsaturated zone, the
hydraulic conductivity of the satur.ued zone, and die depth of Urc mean seasonal high water table.
f, Five copies of aH reports, evaluations, agreements, supporting c1dCulations, etc,, must be submitted as as part of the specifications
which are signed and seriled by a North "aroknt Professional Engineer. Although certain portions of dirs required submittal must
be developed b,, ciUicr professionals, inclusion ()f these maicrials under die.siitcaturs an(i seal of a, Orclj CLrulina Professiona
cr l
Enzmcsknif,cs jj,�ak 1wrin ,�c 1��is reviewed Lliis arcrial and has judged it to he conM q1SIWith his proco�cdl desL n
r Fj vc t Cice ot, : \ I s,,, I ,, c pc,-,, -, I t if a rc ne,,va I or a in od i l'i cu u on
FORM: RF 06/94
Page 3 of 6

This form rest be completed by the appropriate t�l regional office and included as ra part of the project
submittal information..
INSTRUCTIONS TO NC PROFESSIONALENGINEER:
classification of die downslope surface waters (the surface waters that any overflow from die facility would flow toward)
in which the recyclefacility will be consLructed must be deteminied by the appropriate DEM regional office. Therefore, you
are required; prior to su rnitt.al of the application package, to submit this form, with items 1 through 7 completed
to the appropriate Division of Environmental Nlanagernent regional WaLer Quality Supervisor (see page 6 of 6). At
minimum, you roust include an . " by l V copy o€ the portion of a 7.5 minute USGS Topographic Nlap which shows the
location of the recycle facility and die downslope surface waters in which they° will be located. ldenu€y the closest downslope
surface waters on the ratuuched map copy. Once the regional office has completed the classification,
reincorporate this completedpage and the topographic rnap into the complete application form and
submit the application pack -age,
1. Applicant (spec.if narric of die municipality, corporation, individual, etc.)• �KMG Minerals Division of
. Name e & complete address of envincering f"t
56 Pavnr Div
Te➢ phone number: ri
3. rrojectnarne 1—ai n 1 a Disposal System
Nate of closest downs➢ope ,surface waters:
& Long Brat
5. Co nty(ies) where the recycle facility and surface waters are located: Cleveland
Map name and dztc, Groover Quad, 1971
7. NC Professional Engineer's Seal, Signature, and late;
* I I I S I
TO: REGIONAL NVAT R QUALITY mY SUPERVISOR,
Please provide nre w�ltia the classiticaLi0il Of d1C watershed where these savers will be, constructed, as identifieA on the attach
reap segment;
Marne of surface walers: D ` 1t
Classification (as established by the Envirourne ral Management Commission): Class 1' ""
Proposed classification, if applicablc:-- W.
SiQnrlture Qf regioar�t] ot`tici persott col. .as t Date -a.
(.ill sttAc11MCrtts 111115t lac signed)

Name and Compicte Addrcss of Engineering Firm:
56 Raven
City: - — Stale: Zip` 28801
Telephony .Numb-r, 255-7596
Proftisiorl'al Engineer", Certification:
I.
KMG Minerals,
D i
has been rcvicwd by inn and as aQcunite aiid co::iplcte to th,2 bcst of my knowledge.-1 Jurdier attest U-im to die best of'rny k-nowicdge
the proposed design has bc--ern prcpared in 1ccord-:jice wirfi Lhe applicable regulaldons, Alitiough ceruan) porbons of this sub it
Package may hnc bl,L-n de,elopcd by otker pro(t&slonals, inclusion of these ruatcrials under mv signawrc wid sc,-d slIgnifies that, I have
dis,-,wna,[ tuid Lave judoed it 10 be -kviLL the proposcd design,
Nortti Carolina Pro(essionaJ Frigincer's S
S
14 Z
Applicant's Certification;
attest Lhat this applicadon for KMG Mineral
f
Di
has bLcl, me anLI as 3CCUTaW and cornplel,e to the best of my Uowledge, I undcrsuind that if all requacd parts of this
zppicaLon tire nail complet.ed and Uiat if all requtred supI.xcru,q info:Tnauori and attachments arc, not inciuded, Lhas application package
will be rcwruicd to MC as inCOMPILLC
ifsltura C Date:
'Fill' CO)IIII ETE'D A PPL ICATION PACKAGF', INCLUDING ALI. SUPPORTING IN1'0101A,rioN AND
,NIATERIALS, SHOU1.1) BE, SENT TO THE 1`01-LONVING ADDRFIss
NORTH CAROLI: DIVISION OF ENIII ON',NIENTAL MA.NAGEMENT
�� ATER QUALITY SEC-rioN,'
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 5535
RALEIGH, INORTR CAROLINA 27626-0.435
TELEI-)HONE NUMBER: [phone]
FORM: INS 06/94 Paoe 5 of 6

DIVISION OF ENA"IRONMENTAL MANAGEMENT REGIONAL OFFICES (11/93)
Asheville Regional \VQ Sup orvisor
WashimeLon Regional WQ Supervisor
Rat eigli Regional WQ Supci-visor
59 Woodfin Place
Post Office Box 1507
Post Office Box ?7687
,-s,streville, NC 28801
Washington, NC 27889
Raloigli, NC 27611
t 704) 251-6208
[phone]
(919) 571-17(0
Fax [phone]
Fax (919) M-3716
Fax [phone]� 18
A ve ry Macon
Beaufort Jones
01-aulam Na,,11
BuncomtK- Madison
Burtic Lenoir
Durbarn Nmhampton
Bulke Mc[. o%voil
Camden Matill
Oran;:<
CaMwelf, macUll
010%4,an Pamlico
Franklin person,
cherd"'Ce Polk
Craven Pasquorank
Granviflc V al a ce
Clay RUU.Morcl
Currituck Perquirriarcs
Iblifax ww�c
Graharn S%N.ajn
Dare Pitt
Johnston Wan-rn
Haywood T, an Sy I vi-,n I a
ciate's Tytell
W i I so n
Henderson YiUICN
Gmene WasuingLon
Jackson
Herdord Wayne
Fayclieville Rt�lufla! NVQ su'pervisor
Mooresvifl� Regional 1s�'Q Supmisor
Wilmington Regim, WQ Supervisor
Wacliovia BuiUmz, Suire -, 1"
919 N-cinh Nilain Strect
127 Cardinal Drive Extension
Fayetic,vilic, NC HKI
Mooresville, NC 28115
'Al dmingron, NC MS405-3845
t910) 486-1541
[phone]
[phone]
Fax (1910) 486-0707
Fax [phone]
Fax [phone],
Anson Ma , I e
tmeNA, WLT %,1ec)<Jcnhure
Brunswick New Hanover
Bladen Robecon
CatizuTus Rovan
Carteret Onslow
Cumberlwid RiL-fimond
Caawba SuInly
Columbus Pend,--
Har%u Sa:npsor
Gaston Union
Dupkrt
Ho'ke SCOLIand
If e(el U Cleveland
Nlomzomt ,,-Y
L.incoln
WinsL0VA-Szaej11 RX60111a] WQ SuNrvisor
S025 North Poilit J;oulcvard, SUiLC 100
W i n s t on - S �, 1 I—n, NC 2710
19 1 0,� 896- 7(0 17
as 19 10) 8 -700 S
Alamarice Ruckt 11
Aflezh.anv R a I KI LI p I I
Ashe sii,4, , es
casv,i�ll S U ri-1,
Davids,011
Davic \V11kes
Forsyth Ykarlkei
GuJibrd
FORM- RF 06/94
Page 6 of'

1
JEHNR'" l'lCl) :VILLE RO ,
I
Th Ls r6ri t must bo 40MPIAn6d by th apprQpriptt regianal �ffi�s xrtri 111clodetl as z pert Qf tat. ,proltt;l
ttbttittttl ' )rtf�ar ttlttt:
INSTRUCTIONS T-0 NC PROFESSIONAL LNGINEJER:
tile
iy Would flow 10WArd)
. inch di recycle
e 4 oswn�l �� surface Sri aS, oc e i tied the a t la Mregional
gion l'ofd office, he tart, you
" att ���ltiria � rot:yct l*aclltt ta•yll �� cats
,are requited. prior to ad rrtltt") of the application pacilage, to Butt tit ibis iotltt, With it tits t "trUtt 7 ootrt leted
to the Appropritkic Divisiiso Mina trtt tt°, P-di atnal water t u tit}3 Swporviwt re pat c Which t Ghu
thin° urn, tits t st in lode a ®"' try 11 'gypor the Portion f . ali to USGTopographic
l tion O tt. recycle, facility and Ule dowlislopt StirrfAce waters tt whith i,tlevwill 1-*1003wdd Identify Ult 0054st downsl I ope
surface Waters on the utta lied tnap copy. oneo the rtgional office has compix d t e tl t cifica l0a, rrt grad
r inourpor tr this Corn tctvtl l� lie and tlae top aaaphic roop irtt t)tt o p rip
cxtttnit the ;,pliticatitan pacl«.av,
1. Applicant (specify n c ) � rrat�taa4ki�4lza °,
t ratitttt, itrcli ttlu a et m : KKG l"l�.t1 l t t tt
* � o �e�e1r�?LIXwt� A�iv',$o�;S Vi Lrl�it�cr�t� kd -
4
tte2ttntttt�t`atr. f
8 Project n c: r1 r l a
t of tlttSsttteasltr srlttr °titers;
unty (i si where tit recycle facuity aa su ave teeters Ue 1, ai d.
utsme and t: Grover QuaO,— 1 1
7. NIC proftstionaj tt a ac.rv's t ;"itgnkat, and p4le"'
please d`{ri"1ce me 444h tilt i"1 SlG at4 as of Inc WiACIS11Cd Ny'ritre Wow ��Wars Witt to ccohs ru td4' ,m" H4S �..tla.: art LNG Ott l�
°IIte of surface t rsa .� �
tiit}tt Commission):
tossttttitt,ott hii$netl by t)t its"IIrot rnt3t � a
pr�tarascl rtasii`ietirxtt. if pplial�ac'
-C ienatatrc Of N l,cua�) office p�II �kt.ra l
ll it(ijscfj71 rats, t uil roe 5iVl�"l

PWOF
NORTH CAROLING
E)EPAIRTMENT OF NATURAL AND ECONOMIC RESOURCES
Baas+ 27687 t��r>s�#9 2an �
k;
r�
a
TELEPHONE
AREA CODE 93%-82"177took
r
W.
ppmal A. gg yyyyma t � v � OF
c^Sc
t'in '^ `c^
F ,
Ep 1996
y} dam
# r '
�,:�.�.< ^.`k. P. 7.��.au.J.� +*ate• +r�aS �F �
S
.• ,z YWwar �,. w•• ,,.. ;«}p�K.a �,. '$ C �":.; 3r� ,E,.f TM:. (AaS'a�.
1„'gg�"°"�,,,., .: � �A > '�.--ate.: f gas.. ♦ w� i"'
H
b «, vs Za.,, ,+ ,.k o. °S.arw m t".:a. tc roing into 4 clay solida: settlin, bi,;.y.,a..
IV !on pruSyltutimp We Cfltwat his "Ism- am, to clurify tin amucat la
t«0:3*.. ,.a..r, g°``m- tc Z>•�+ 1'x:.. 1,`"w .i., a; aa..
it
I a.w-tl f' n.t muiti nwq, overflow to p,a::m vL,.«. ne13
h x �
•.ul j.µ.pa,: to
We
cda"a'.Ut t4'%,'. za,.4a,
k 1.1. zero i �' L;� c , xx «a c j,a.. g,:.;.u. rL. s ba;.ia = cc ton 01 1 L 1 „ i,. x Am tLl e G, #a
W
r

MEN- NOTATH CAUSINA
ppppp- DEPARTMENT OF NATURAL AND ECONOMIC IRE] SOU IRC E 1111)
OFFICE OF WATER AND AIR RESOURCES
Raleigh North Carolina
P E R M I T
For the Discharge of Sewxgq Industrial Wastes,, or Other Wastes
In accordance Nvith the provisions of Article 21 of Chapter 143, General Statutes of North Carolina
as amended, and other applicable Laws, Rules and Regulations
PERMISSION IS HEREBY GRANTED TO
houatain h1c, cowpunyp W,
clevuland Come
FOR THEE
clonad fin` 4stcuater syst"w, coazinting al
uas'u gpi;;' iz'tw a Jay V0100 xett!&L basin uni, 10* pr,:clnitatloo, t1a: offluvat
ILI" adol! V 6000Y tic &Mrnt in =Vir wtioxt ol tLy ponds tic oyerflou
let tc 4 ;;:'11": C�! 10'1"':�"' 1alw for plant rouze water, Tber, Is ua LQrz" ow0:00 to 10co wra"Cl 60'-11 Ltzt=a;�; llra'� ti'LL. 0;vvatloas
in accordance with the application received 197L-, and in cardirmity wUh
the plans, specifications, an(] other supporting data, all of which are filed with the Office of
Water and Air Resources and are considered a part of this Perrnit.
`71'his Permit shall be effective from the date of its issuance until and
shall be subject to the following specified conditions and limitations:
1 * TKI- mwit 0 & !, c tiv- ozaly vic, r, rpect to tQ nature and volunc of
vn%tw: =0 otour' supporting Onto.
wantovoter faciliticy o0l! La prvlarly operawd 0 taual " r"Uxlex t"I
n; of ovarflov to a urea"
pro a;eraioa0o1 f40hteeKciSitirvo 'YZI! 0�' 4utt-�1 t�CL� FtOot"inc0' ,"'.Z
r aa!i-
welourco: at ralulay iatorvol" 104�"
in L.0 ;or= unJ 6ou4l 4:4 u4�y L, rviukod by the Board or ita admInistrativV.
4. lf4c Conloaq at lea al" (6) noatk prior to tke, 0-ptrZ-tioz cl' t1ds perzUts,
4011 rciucst its extenvion. Upon rwoviyt K Qe M- -,;w, Et t1i U oard vil-i r%�vi,v
u44;.uacy a- tL_ faci-liti,;s dencribcd t1wmin ando if 1,01CU0, Will C%KU
nd
t-z pow"it for VLOL parloi of KNO and tavwr au'll Vonditivab 4Q 1-instotionn as
doemcd fropov. I I
r
Ili* T"I" yintowater tryatamt plant does not rvquirc a cart-Ified' operatar.
it !.,L no alks.am to a rtrCLM.
Permit issued this the day of
Byxi -----------
Assistant Director
Permit No. Office of Water and Air Resources

E!'N' V
NA"
s
Laboratory
Analy sis
8 E P "t 199 6
DIVSVIa"ll
1p�
rflu

Pace Analytical Services, Inc.
54,Ravenscroft Drive
Asheville, tt 28801
Laaa=Tel.
704-254-717B
Fax: [phone]
Ledford Engineering
August 06, I996
PACE Project Number: A60724 1
66 Ravenscroft Nr.
Asheville, NC 2601
Attn: Mr. Robert Barr
Client Reference: KMG Minerals; Tailings Pipeline
PACE Sample Number:
93 0243622
93 0243630
Nate Collected
7/2 /96
07/2 /96
Cate Received.
07/24/96
07/24/96
Client Sample IC:
Retention
Retention
Pond Water
Pored Water
Parameter
Units
6NL
Leachate
INORGANIC ANALYSIS
INDIVIDUAL PARAMETERS
C:
.g
Calcium
Chemical Oxygen Demand
mg/L
16
43
Chloride
m
1
14
Magnesium
al
0-06
0.610
Nitrogen, Nitrate in Wastewater
mg/L
0.1
NO
-
Phenol
mg/L
0.006
NO
-
Phosphorus, Total
mg/L
0.02
0.22
Sodium
mg/L
0.50
2
Total Organic Carbon
mg/L
1.6
18
RCRA METALS -- LLACNATL
Barium Leachate
mg/L
0.1
0.152
Cadmium, _ Leachate
mg L
0.010
-
Oi 409
Chromium, Leachate
0.02
-
ND
Lead, Leachate
mg/L
010
.
-
ND
NO
Silver, Leachate
Arsenic, Leachate
mg L
m /L
0.01
0.006
-
-
NC
Selenium, Leachate
g/L
6.006
-
NCB
Mercury, Leachate
mg/L
0.0005
-
NO
Analyses were performed
on the Toxicity Characteristic
Leaching Procedure
TCLP extract.
REPORT OF LABORATORY ANALYSIS
This report shell not be reproduced, except in full,
E
without the wrAten consent of Pace An lytica# Services, Inc,

Pace AnalyficW Services, Inc,
54 Ravenscroft Drive
Asheville, NC 28801
Tel.
704-254-7176
Fax. [phone]
Mr. Robert Barr August 06, 1996
Page 2 PACE Project Number: A60724515
Client Reference: KMG Minerals; Tailings Pipeline
These data knave been reviewed and are approved for release.
mz&
Barbara M. Miller
Supervisor, Inorganic Chemistry
REPORT OF LABORATORY ANALYSIS
This report shall not be reproducoO, except in full,
without the wratert consent of Pace Analytical Services, Inc,

Pace
Anaiytical Services, Inc,
54 Ravenscroft Drive
801
Tel[phone]
Fax: [phone]
August 06, 1996
Report No.. 00053707
Section A Page I
LABORATORY ANALYSIS REPORT
CLIENT NAME: PACE ANALYTICAL-ASHEVILLE
LIPS CLIENT:
0719 0611
ADDRESS: 54 RAVENSCROFT DRIVE
PACE PROJECT:
A60724515
ASHEVILLE, NC 28801-
PACE CLIENT:
000592
ATTENTION: BROOKE HAWORTH
P.O. NO:
VERaAL
SAMPLE ID: 93 024363.0/362.2 RETENTION POND WATER LEACHATE
DATE SAMPLED:
23-JUL-96
SA14PLE NO: H433069
DATE RECEIVED:
27-JUL-96
SAMPLE MATRIX: WATER
PROJECT MANAGER:
Jennifer Adams
.............................. .....................
TEST
DILUTION
........ ------
LN CODE DETERMINATION
---------------------------------------------------------- ------------------------------------------------
FACTOR
RESULT UNITS
2 S904 TCLP ZHE Leaching Procedure
Done
3 OVZHE Volatiles - ZHE/Part 261
1,1-DichtoroethyLene
1
< 0.005 mg/L
1,2-Dichtoroethane
1
O.032 mg/L
Benzene
1
< 0.005 mg/L
Carbon tetrachloride
I
< 0.005 mg/L
ChLorobenzene
I
< 0.005 mg/L
Chloroform
1
c 0-005 Mg/L
Methyl ethyl ketone
1
< 0.010 mg/L
Yetrachloroethytene
1
< 0.005 Wt.
Trichloroethylene
I
< 0.005 mg/L
Vinyl chloride
1
4 0.010 mg/L
5 G150L TCLP Semivotatites (40CFR Part 261)
1,4-DichLorobenzene
5
< 0.01 mq/L
2,4,5-TrichLorophenoL
5
< 0.01 ing/L
2,4,6-Trichtorophenot
5
, 0.01 mg/L
2,4-Dinitrototuene
5
< 0.01 in9ji.
Hexachtorobenzene
5
< 0.01 RQIL
HexachLorobutadiene
5
< 0.01 mg/L
Hex achkoroethane
5
< 0.01 mg/l.
Nitrobenzene
5
< 0.01 ing/ L
PentachLorophenol
5
< 0.01 mg/L
Pyridine
5
< 0.01 mg/l.
m-Cresol
5
< 0.01 mg/L
0-cresot
5
< O01 org/l.
p-Cresot
5
< 0.01 mg/L
REPORT OF LABORATORY ANALYSIS
This report shaH not be reproduced, except In full;
without the written consent of Pace Analytical Services, Inc,

Pace Analytical, Services, Ins,
54 Ravensnralt glue
Asheville, FIC 28801
Tel: [phone]
Pax. 704-25241
AUqUSt 06, 1996 ,
Report No.: 00053707"
section a Page 1
SUPPLEMENTAL tNEURMATION
LCSR
.....................
GUP/MS
.._ - _-
..... ,,- SAMPLE PREPARATION ------------- -------------- SAMPLE ANALYSIS -------,a__.---
TEST
RLNK
MS/MS
LN- CODE
BATCH
BATH
LR-METR DATE/TIME ANALYST M.R-METHr
DATEfTIME'. ANALYST INSTRUMENT
SAMPLE ID:
93 024363.0/362m2
RETENTION PONT,WATER LEACHATE
SAMPLE NO: H433069
2 S904
64643
64643
NA 19-1311
31-4UL•96 1400 GIES
3 OVZHE
65761
65747
N ; 1 - 240
05-AUG-96 2014 JCGCMSY
5 G150L
65602
6532
19-35108 31-JUL•96 E18G RDQ 19-82 08
01-AUG-06 2145 W7 0211SO
LR Method Literature Reference
19 EPA -Test Methods
for Evaluating
Solid Waste, 3rd ed, Nov. 1986 and updates
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in fail,,
without the written consent of Pace Analytical Services, Inc:

Page Analytical Services, Inc,
54 Rav ns rofit Drive
Asheville, NC 28801
TeL [phone]
Fax,70-26-616
August 06, 199,E
Report No. 00053707
Section C Page 1
SURROGATE STANDARD LECGVER
w
TEST
PERCENT
-------
ACCEPTANCE
CN CODE
SURROGATE COMPOUND
RECOVERY
LIMITS- REF L
SAMPLE IGt
93 024363.01362.2 RETENTION POND STATER LEACHATE
SAMPLE NO H433069
4 SVOAW
GC/MS 9otatitoa Surrogates
3
4-8romftuor n n
100
Dibromoftuorotwthane
11"
To t uno - cI8
9
SGNRL
GC ' CLP 40 CFR 261 GNA Surrogates
2,4,-Tribromophenot
113
2-Ftuorobi; henyt
7
2-Ftuorophenot
6
Nitrob nz n -d5
101
Phenot-d5
47
-Ter tonyt-d14
102
LABORATORYREPORT OF I
This report shall not be reproduced, except in full„
without the written consent of macs Analytical Services, Inc

Face Analytical Services, Inc:
54 Ravenscrctt Drive
Asheville, NC MOT
Tet 74-54-717
Fax: [phone]
August 06, 19
Report No.: 00053707
Section 0 Page 1
LABORATORY CONTROL SAMPLE RECOVERY
--__-_,-_„--
TES1
........ w w...........
LC5
ACCEPTANCE
CODE
DETERMINATION RECOVERY
LIMITS
RAGCH NO
65602
SAMPLE NO: H 72810
G150L
TCLP S aivotatates t40CER Part 2 1
1,4-Dichtarp enxen 7
2,4,5-TrichtarraphenoL 7
2 4 6-Trichtorophenok 86
2,4-Dinitrotoluene 9,7
exachtorobenzene 104
Nexachlorobutodiene 70
NexachLoroethane 67
N i trobenzene 74
Pentachlorophenot 6'
m7Creso 6
o-Cr soE 64
BATCH NO:
65761
SAMPLE NO: H37 06
Ctfi. HE
Volati tes - HE,/Part 261
1,11-DichLoroethene 10
Benzene 95
Chlorobenzene 95
Toluene 88
Tr i ch tsareethene 91
REPORT OF LABORATORY ANALYSIS
This report shall not be reproduced, except in full,
without the written consent of face Analytical ervsces, Inc.

Pace Anatytica& Services, Inc.
4 P ven daft Drive
shevMe, PIC 28801
T i. 704-2 4-7 t 7
Fax72 •2 2-L 618
August 06, 1996
Report Nov z 00053707
Section E Page I
MCTHQLD gLANlt DATA
TEST
CODE
DETERMINATION
RESULT
UNIT
BATCH NO:
64643
SAMPLE NO: H3711 4
S904
TCLP ZHE Leaching Procedure
Don
BATCH NO:
65602
SAMPLE NO: H372811
C1S L
TCLP SetirivolatiLes (40CFR Part 261)
1,4-Dichtorctrenzene
0.01
mg/L
2,4,5-Tricht rn henr t
0.01
mg/L
2,4,6-Tric torophen t
< 0.01
mg/L
2,4-Dinitrototuen
< 0.01
mg/L
H xa htnrobenzene
< 0.01
rrQ/L
Ne ac.l�rro ut din
< 0.01g
mg/L
� qd
Nitrobenzene
< O01
mg/L
Pen achtcrophenoL
< 0.01
mg/L
Pyridine
< 0.01
mg/L
rn-Cresat
< 0.01
mg/L
o-Cresat
< 0.01
nG/L
p-Creset
< C.0
aw/L
HATCH NO:
65761
SAMPLE NO: H373063
OVZHE
Votatltes . HE/Part 26
1,1-Dichtar'eethyten
< 0.005
Mg/L
1,2- ichloroethane
< 0.005
frig /L
Benzene
< O>005
roall-
Carbon tetrachloride
< il.tttr
mg/L
Chlorobenzen
< 0-005
mglL
Chtoroforrri
< 0.005
mg/L
Methyl ethyl ketone
< 0.017
nrglL
tetrachLoroethytene
< 0.005
inglL
Trichtoroethylen
< 0.005
nG/L
Vinyl chloride
< 0.01
n>gll
REPORT OF LABORATORY L
This report shell not be reproduced, except in fulls
without the written consent of Dace Analytical Services, Inc,

Pace Analytical Services, Inc.
54 Ra veri raft Drive
Asheville, NC 2B801
Tel: 7t 4-2 4-a 175
Eaix, 70 - 5 -4618
AUqu,st 06, 1996
Report No.. 00053707
Section H Page 1
MATRIX SPIKE AND MATRIX
SPIKE UPL CATS DATA
TEST'
MS
MSD
Ma PGT MSL1 PCT'
CODE
DETERMINATION
RESULT
RESULT
UNITS
RP0
R€:VRY RCVRy
BATCH NO:
65323
SAMPLE NO H432138
C150L
TCLP SerrriveLatites C40CER"Part 261
1,4-0ichlrarobentene
0.188
0,170
/L
11
94 05
2,4,5•T ichL raphena!
0.304
0,240_
/L
24
152 120
2,4,6-Trichlorophennt
0.266
0.250
/L
5
133 1 S
2,4-Dinitratotuene
0.325,
0.270
/L
1€3
162 13
HexachLcrobenxene
0.262
0.290
WL
10
131 145
Hexachtorobutadiene
07 164
0.164
mg/r.
0
82, 82
Hexachloroethane
0.170
0,160:
mg/L
6
85 80
itrobentene
0.170
0.178
/L
5
85 89'
PentachLorophenot
0m068,
0.066
mg/ L
3
34 33
m-Cresol
0.356*
0 288*
/L
21
89 72
o-Cresol
0.158
0.156
g/L
4
76 /9
p-Cresol
* The .compounds m-cresol and p-ere oL
co-eLute. The reported result
is
the sum of the two
BATCH NO:
65747
SAMPLE NO: H432457
OVTCWD
Volat Les by 8260 - SubtitLe 0
1,1-Dichtor ethene
40.6
40.
u0/L
0.49
102 102
Benzene
40.8
43.9'
ug/L
7.34
102 110
ChLorobenzene
40.1
44.2'
a /L
9.68
100 ill
Toluene
37.6
42.
a /L
11.0
94 10
Trich'loroethene
37.4
42.6
a /L
13.2
93 107
REPORT OF LABORATORY ANALYSIS
This report
shall not be reproduced, except in full,
witiaut the written consent of Pace Analytical Services, Inc:

Pace Analytical Services, l c.
54 av n ctcil Drive
Asheville, NC 28801
Tet 704-254-7176
Fax. [phone]
REPORT11.59
OFLABORATORY ANALYSIS
This report shall not be reproduced, t in full,
without the wrrtten consent of Pace Analytical Services, Inc,

s SEP,
AYf'ACHME-NT FOR NO. IV. I
Collection System for Slnrr /Ch i t hater l "', "', and " HDPE pipe
O'x 1 ' x 8' Deep Precast S nnp
t nsion time approx. 2 i inutes � u�
l O'x 1 ' x 10' Deep Dry Pit Pump Chamber (Precast) with ITT A- ` 1 X 1 Ox 19 PS l' I WSS '
Pump Equipped with Variable Speed Drive
x
1 " Driscopipe Slurry Fr ernain to 22-25 acre Lake x 50' Deep � r
I.
Flows to smallerLake (Formally Ott) where a second pump. " e System directs return to
theMake-up Water make (Formally it) which Flows into Plant Intake Lake.
Slurry Line Discharge Lake, 20 Beres
Return Labe: 4.6 Acres
Make-up Lake: 8 Acres
w
Plant Intake Lake: 7.3 Acres
Retum Pump. Raft Style Goulds Model 18UMOS, Single Stage' Vertical Turbine T ape Mm
With Cast,Iron, Above the GradeDischarge Head Driven by 200 UP Motor,
tar.

wn shown M&OV Ion W,,, %-, C;-, , ",t, si:�,<,r,,,,-,-t,tt',,,m,,,x3-""".a k,t,i�.Mk,�,,�il
Thc Dri'scopipc IO(H) IN AlYCOY101C JAPQ S)"1011 is
10aweight, IWAble,aml resistant,
;1111 Ils illg it 10 Ism` UMAI ill .k 01,11111Wf Ufklk Cfsc
llpplicalitjllsDriN(opipk- It i."ANII princ,"It--d 11-4ml
"Jim" W ANnAttioll md 111crimll Licgradal ltm,glN mg
k a hmg wnkc amistoragc life grOWILI,
cxIUmcA WGIvikus. I)rktcq)yw IO(W ain imet the
Narkmul Smilmn iciii f(All1dalit l[I rVeLIilVtIt(,-lILn IOr 1)(1t.11mIc
W.IKT. SCC) OUr Dri.SC0i)ij1c rclircsclitativc t(JfLJCjajI',1,
IkkoV4Y IMN) K a PF THM IQh doW, hWh
vv cight pt)lycthl Iclic pipilig s)-,tein It 111a), be
1xvi6al Iq ARAI D3350 ,ls km,iillt �, ccll t:Lisssfkmibn of
IT 315 0 at:. WwQmh v"d workriushiparc
NIN.-CifiCkf 1)�'ASTNI 1`1 1 1
A 0111d I AM IXr6OWhW I AX)
I', -,W:dLINC f-1-0111 v'OLW
WOPOC IMM IMN OUIS(Alldifi,4; C14:1116C.li I'04SL�111CC,
MW11 S�OtN:llld I101 sods Will Oolattack
I)rmOqQpc or came at "IcklmW h AwN mm nmv nm or
"wnKk% It Wits mn plamwm4w yWon ajw or
Rmicmd ypowth.
IhAc"p4w judylathyloic IWpc Ws mi ex"mMy mmmah
ill-tMCNLWLK-C, It 111JAUAW WCXCdI0H H"W pnjWrtics
11WWgIU1W Us NCKCC hit LIUC a) TS C-,L'CIICIII kJlClIIie.d
:uRWmhkml; revist.mce. 1S0,-.tUSC (WiLlo NnUX&I WHN MAI
lUJl1%VO1h1g highCV A
mkwcd NOW Ims is pmONc " iQ Ikk"Wqv poc
rc,,u1tii-Ig iii opmiting ctst savhig,V%- Wor td I ii A
umA m4h Ow I WnYWATmo cipimicin Aw premuriml
fluid flow Linckm -si- I,jctor ot,009 A umd "Th dic
NLmniflg forillIlLI AM gmsy On" IT)w dunh mul
-ickb1iolial ,.y SICII)s d""" hmwnmkm Arc;WyikAIL-
till'OUgh o'OUF Dri%(:oI)ij1C C
Prim;try Propertics - CCH classitint
NOOK
midgkmn onmi 1
-."
1, Q-
7t, Um jml
d t E+al
Wowk mmnwh m wdol M Pa WW
to 6"m
k
It
6 1 h &—Wk GIs,, W h., M momh 0 A 14
5 in j \PK
i ij
GIm mWil 11 c
ttt
null
44:4

l risc:opipaN 1000 is bUr"iCd utilizing flexible Hipp: soil
Since Driscql)il)v pipe Call be bLdll iiJSCd abOVC gt-OUnd it
nystem design practices. Tile pipc actually gains strength
long lengths, laurrow trench widths can bc used to s.
frOlo tile StArl-04,111(tiog Soil 1010VVirig it tat saalal ar'l
oil aalst.dlaticraa casts" Due to the cMm" Of h adltliin
additional load-S. "l faro gh propr pip .araal bacltilal.l
1)riscopilid:, it may be rc.aclill* placc:cl tar tlac, ircach, thus
S tlCctiaraa, Driscopipc tta«ay* be buried at depths in excess
necessitating a rirsalitttuata articlaarlt of crl-en lrc.iac h. "li°c• Ich
of 100 jcc t, At r101`111«al laairaal cic.pths, a haciclill of 85 Y, of
and trcrtc:h latattc)taaa en-ibcclment illatc ails, mid bedding
Staal(larcl Proctor density (AAS1 !'1"i -99) Call limit the rill g,
and ifm allation practices .are Sl)ccit*iUd ii t f'tS`1'M D ` 32 l .
aleftc Lion of Drisc opipt: to 2 % of the Origilial cli a.11'etc:r.:
Dr°iscclj ipc pipe r11ay° be caaltl-bCot 10 A rttirriaaiaaa11 radius
c1f �°r a{l taa�'ICS t61c. larl�a din carat ica aws rt is nit,ar,allc°cG, Ilta�
4rFit
eliminating ating the ticed for clbasvt s at Slag-taa 3�c'arcl,. 'j"Ian
rrs -jun1 I)enjing radius that c ata be aapj-,)lrcd to tile Milne
without trttl:rxi varies with the cll,arateacr aarcl +»,;tll
w
kr zlarccss ratio of the pipc lf:acic clal aac Sja ad c' is scat
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avail�ta
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ltcllruc «al design brochures atacl dlc:l«ailc r l far.,a:ali,alrttt
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brochuresart.a�"ttiiYh[��)r�ri6laii ljrt 371 ¢°taa9a"1�r1,s4tilSiIle
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foundationr 'ay not be rc°(ltrirCd.
a'11g
8,62 ,_. 11.tr3. . ; . ........
# *Gravity flow Driscop lie sewers tu.q, he accur;attl laid
(1000)
or ),50) (1600)
to 'tea c using laser beam scopilag,
Ulackivua�a
t:ssi er
with 2%
With a)VWWI IN
alat[iinstitaa
slabitl r
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1°.1'CaotfATIONS FOR 1XN "l+ti6' O
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t'It;yr and ctc-M illc a,let in � aifliar+'citi�' i3f
rrrit�r to s jt),,,tn tfic titicr tv°trtta atat MICItcti
V"t.abils 1 pulling a`,rlaic ;tfr�l rid =�tt.1't1 c,r t°
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,
a
g3hu-C ,kitcrilatVIA, tftt litii'r 11ta4' tic (TR.1shed1
HIM tit.aa C irSi g, ,t rtlsil-cr Cable,
tincr at S71;tdi11t11m.;+.tYlai
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,ILIN,iSC 5'OU 01,alr,lft liner for ext, rtltt -,vatslta1.1ble o�reque;t,
t} into l> t trt>sde,�r adrea
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=n1 rrlt of S3, a t ceti ra dal }
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I
NOMINAL AVLAAC.11,
StZE OV
Dimensions and Pressure Ratings
MINIMUM WALL, INCHES
SUR I I SDH 9 SO It 7
16011SI 200 11,111 -165 I's
3 1.500 '104
135
167
226
318
W1
4,500 138
.173
.214
290
All).
5.503 171
,2 I -i
.�.,65
,359
.5u6
6 6.625 .2io
255
:31$
A27
.602
73ci
q16
7 7.125 2 W
271
339
-
-
-
ri 8,625 -u;s
.332
.mill
.556
.78,t
958
1°232
10 10,751) .311
,W 13
112
.6,)-i
.977
1, 19,l
1 536
12,, 12750 1")2
.,1911
607
z123
L09
1 17
I'llil
13 13 -18 0 .,11 .1
515
07
-
-
-
14 W.000 A31
.5311
.667
.903
1.27.
1,556
2 o0o
t6 16MOO -192
'615
.762
11032
1.451
1, 77m
I H tHI()()O ,15q
692
.857
1,161
ljo(i
2, WO
-
20 2UM00 -615
%t
.)52
1.290
L818
21�j 211500 .662
'82"1
1-024
LW
L955
2-i 24mut) .70
.923
i.i43
1, 54 8
2,182
28 2WOO(I m62
1,077
1. 33 3
1,806
-
30 30m(m 923
1. 15-i
1 A29
L935
j I ,,l �)O '909
t 211
1,500
2.032
31 iCtjot) I m4f;
I . 308
1 ki 1)
-
36 36,1)o11 1.108
1 385
i.7i4
23.13
42 -12.000 1 . -1)2
1,615
210OU
-
-18 47.2,i4 1.454
1.8 17
2,2511
0 Walcmau" And pfcw"m Kitill6b, Wilct C applic,411c, Arc us coil 1plkmicr WWI ASIN
V7 14, "Polyrill y IrAc (VE ') PIA -LAC PLPC (M)R- PA) bubcd ul4 OUCIWC JAA"k, wr'
0 (fit b.f�, jlrcnw r" w I s-act, 0C pfeb.urc faing
JrvA.Wv.&
TC1)'1j)Cf`-.11Ljrc kaiigc
briscopipe 1000 may LiC LLSCd in prey sureappliClAi0fis
up
roan 011cr-Ating tenji'Wrat Lire of 140 " J' Short terni and
AA
g OpCrIttifig it higher ;ravity flow
4
2 A
A

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Phillips pow
Pa
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IV

Data Shee
Customer Benefits "
ut t din h mical & Corrosion Resi-,,tancc,
High atv'rrtr iuratal Stress Cracking lt.e �ik,t�trat'a`:
' High t�ualit L�ri�cta�`rlru. ltlt manufactured
high molecular weight, Improved ved Flow Characteristic
frortiMarlexTR480
high density PL S polyethylene pip
"I'tattghttss Ductility
gr adc restrt.
Flexibility with lightweight
w 1* cai-Toxic
This black, wcaathermrc.asislaatt pipe CXbil lts.-.--,
Abrasion Endurance
Fatigue ndmanc
Long-term Hydrostatic
Reliability
Suggested IndustriesApplications
Industrial Water Distribution
0 Municipal 1-fard Rock Nhilin
Agrac ltur
Gravity Sewers Coal ` Iurt�y/Pr'occs�tct
L
0 Forced lwla m Sewers Dredging
anclftll x
Marine
#Water Distribution .,- Water hicakc
Pollution Control
Scwyage `l rcatrttt rtt V WrrtCr C;LrtLIB-N,
Fullt/pap rr'wooSludge
Httttd"g 0 firc-% arter
E ctwa r Plains
L catchate Collttc:tiOu, Lea:-'�' atcrins
Petrochemical
# Dual Containment 0 fly-A-slt It l r .al
' ming/Min ral Pr€acassia
0 Brine * "i etnpora4ry P111, UIC
r L rc ging/sa nd/gravet
0 Fertilizer * at1t1C tits}'jai bfldg", s
«r Organic Chemicals
•Acid/Caustic Lines * talt' Coursc tt t i-atsLrta
Inorganic Chemicals
Utilityl roc s piping #1 Lrrtal cztal t,`rVt ;Ltd�rr
Aquacu turn
* `Murry w aarLl rtrLLLt �rt['� "C:
ar Hazardous east
w SX acid mining
LoCaaVSLate/F`edera C',ov`ts.
Tailings Disposal �ecttlalalc Ltz .oa
fir` tlra ec tE�"
,r'aTt3'�C i�2tSI - t�itrierg Staansiaxrti �vw`°«V�i t - t'0ra�tc ��aacr (aa(,�
The resin, pipe, littital; comply with
NSF• Lisa d„ Stand atJ,# 14
these and cal.hcr accepted rrtclatstry
A5t't~at 63350. P34541G
stanalarals,...
€"GSil41 - tut, - `?aft - t'at<~a' st'anjar i
ryry�� y
,dtcgorysk rrtuc 1`34tsr arJait,

�eopp�eI00�0'(P3408) F �POC IY�"�YClle Pipe kC"ift
Typic." Phy-sical Properties Omrisi
Density
ASTNI D 1505
gni-SICC
t)
Niek Index
ASTM D 12-M
g Pis/ I L)
tt., i 4
JJWP-16)
"1111.
Envifonmeatal Stress'Cracking Resi-stancc
ASTM D 1693
firs,
Condition ex, B & C, f, 0
Proposed ASTM
hrs.
",.;i X)
Tensile Strength, Yield
ASTNI D 638
psi
3 "LK)
TYPC IV spcClawn
loagatioll at Break
ASTM D 6-38
T' IV spcCinicn
(2"Anin)
Vic.aL Softening Temperature
ASTM D 1525
F
"57
at it tic ness 'retriperat urc
ASTNt D 746
F
;- -I
Flexural Modulus
AST M D 3350
psi
12S,(xxj
Modulus of Elasticky
ASTNI D 638
psi
10-5,LAA)
f-Lirduass
ASTM 13 2240
Shore 1)
t Y5
Coefficient of Linear Thermal Expansion
ASTM D 690
infind IF
N.3 x I
h101dcd % CiMen
ripe
1 1.-) '�
Lxtrudcj
TherniLd CoaductivitY
urn,
, gnatcch-c tram
T ermocousluctor
BT in./
ft'-1hrS'PF'
1 7
Long Term Strength
ASTNI D 2837
ps
ari l
W
Material Cull Classification
ASTM 0 3350
MaEcrw Designation
PPI Recommendation
Driscopipe 10WO Is NSF listed
Standard *1,4
'rhis tist of q-titcal physical propenics is intenticil for basic characterization of the
mawrial and
0ocs neat (CPM&CM s'Pcclfic
dewt-minations orspccificalk)"'phe physie3j prop evies
-jCJ
vatu" reponed titrein wert act4mniricd on comprr�-slun m"A' q'kck%fncllc
prepartd in accordail-, with Proccdure C of A50M D
1928 and may staffer from sp&.omens tu&,e n front
p4x.
C" a
"Tcso d4scorniriucd bcc4usc of no faiiurcs antsnQ indic3tron Of $tf crack
Distributed by:
"formawa w aht ocat
ro secure product informawn
or ",t knoid6t wt our sw"-LoxA Anj "nrKm
Ng tuarant"i k"o" the caw jwoowu u*# are ocyond our control,
or MC"A&C for a wtc�
ttlipnoor or technical serviec
"tunaW�fwjuon .04.MC4 444 ary 0#4
L0I'trooL ftat" 06 CQWP ny Atul 4A wuw'4+ Anew Assum. rw rc.Wn.
idormAtoxr W-0 AN trMbY
rCPMS4ntAttvw
*'O'�Oy tw 0. 4.4 Qi prt*mnwJ
ca+Ct"o dijai ml all ljob'krym n0jarj* Lap. .0
phoi1c: 14M.$274".)
1": 1.214-783-2689
I'wX� J-9I0-"7Aii18
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20 ,,0 1. 2 3w E 11 3
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I�R 11 I�Y�t�S�l� � i,�.k �, �
37
SER 11 fjAbbed 120 c.d 22,4 2e,.d7 3.t1 19
.4 3 a
17 ?5 17 3.di1 GFt fta
tt
12
EAR 11 �tta1 d 1 1s 4J 13 1,6 - 7.3 41
.. _.
3G.Ea' E[1R 17 id'd 75 1tsa11 1 it t 1
7 1233 1
SDR 11 fabbed 12U o.d 23.5288 3,0 20,4 41
17 75,
26 4e 19 1000 �t 53k 2L' f b'd
39.370 32,5 1
SDR 11 1010LOedl� 160 7,5 15.8 22. ... 8,3 70 �
__.� 11
7 3t1fl 111 0U3 SGR 1r[fab'd� k� 3 591 r i ( ,u7
°11 ak d 120 8.0 3 ,5 3u. 4.d 26.5 7 � m_. 1... u.._.,..._w_,.
SCR 17 fa 51
70 34 12f7dl2 ai
1
fay"d
y SCrS
70�
I.- SCR 11 f"€ fet 120 ,0 31.n 3 T 4.d 27 1 93 S4. d35cR 2b f t c1 t5�1 5 76x 1 3
17 75'
483
26 1 ? 1 Tatsbrd EiRs :;re not tut¢ ✓
7 d1 21 `sQ ""Iechnicat E ti x u wi?a6Y
11 '20 10.3 313.1 046.1 5,0 33.1 145
P f aL)L,�d dry g
26 4
Contact your Oriticopipe rc,priasa vatIva ! or pj�o i kste detivery �a1
an araik1blkity of S,zzou not tiitQd,

r,
„v
90 Degree lbo)4s
I
—rN
90,
# b
45 Deoree ELbOwS
Vi
450
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Page 1

�r
30 f1EGREE ElC30W5
� � `._^>,.
Dimens ions, inches
N 0 m C AA C TyPype P`al R t.[iS
nsi s�8n h s T
N � h, "1 N A L Tyra PSI
24, SOR 7 fab� d 200 3,0 3.3 6,8 1.5 6w8 �
I. 2 £ a 73 8
C ; R t11S
11 120 '
81
2uu 1
11 �120g
20,000 SCR 1P fats# "P tIi.0 13,7 30r 55 5,51305)t iJ
3- SCAR 11 fa6'd 120 3.0 3.5 7.4 1.5 7.4 5
2 B(
1f 75
120
94
200 3
1.SO SOR 17 fabld 75 i1.0 13.9 1.3
63
42
#9 S11R 11 fab®d 1 5.0 5:6 i1.6 2n5 11.6
2
26 48
17 75
5„ Si1R 11 fabld 120 5.0 5.8 12.1 2.5 12.1 3
-_.®.
120
22.0 0 S11R 17 fabld 75 11:0 14.0 31,5
98
5.5 31.5 666
44
26 48
7 200 5
6r SOR 11 fabld 120 6v0 6.9 14.5 3.0 14.5 k
11 120
11:.0 14.2 5"2,5
117
5.5 32.5 79
17 75
&, SGIR 17 fabld
53
13
26
7 200
11 120a.0 7.1 15n5 3.0 1.5
,a SDR fSbId 9
26.000 SDR 11 fab,d 120 10.0 13,5 31.7
5 � 31.# 125
17 75 ' 4
� .
145
26 48
-
11 120
28,00[1 SOR 17 fad'd 10.0 13,.3 32,7
5 �! .f'.7 9�
19
7 200 19
47
26
.
lCm SOR 11 fabld 125 6.0 7.4 16.6 3.0 16.6 9
5.0 33,7 111
6
30.000 50R 17 fabld 7 1I.0 14.0 33.77
75
17 45
36
200
782
800 SCAR 17 fabld 1 1. 0 14 , 2 34.4
rn
5.0 34 ..4 123
4
1<" SOR 11 fab6d 120 8.0 9.7 21.3 4.0 21.3 16
31.496 26 48
26 8 75 11
32.000 ;11R ��7 x'ata'd �� 1�1.0 14.,3 34.7
27
zS . 0 34 3 165
115
43
7 200 29
SOR fabld 1 0 8.0 9.9 22.0 4.0 22.0 20
160
36.000 $DR 17 fab,d 75 10.0 14.8 3ts.7 5.0 36� 7 160
07
14°" 11
W 75
13
26 48
�._._
26 4tf
70
� --�
1000mm OR 26 fabld 8 10.0 15.3 38.4
5.0 38.a, 1E218
7 20 48
39.370 32.5
11 1201i
SDR 17 fab"d 75 10.0 12.1 26.7 5.0 26.7 32
$0 1 fab d 7 10.0 1`�.6 39,1
,,Oi39.7 1
1�#, 22'
26 4f1
42.000 48
q 120 60
1
1200mo 5D 26 fadi`d 48 1u.0 16.4 4'.4 ,0 42.1 184
&
1 #w SOR 17 rat�,d 75 10.0 12.4 27.7 5.0,27.7 40
27
47.244
2648
Contact your OR[SCOPIPE representative for delivery and
avaiLability of sizes rat Listed.
fully prussLire raced,
a� FA8tp Ells are not
see "TECHNICAL. CONSIDERS1IONS%'
%
3
00
,
f �
11-1.94
Page 4

� M
IL ��py Jri
y
M S.4 �, a �. � � i * ✓e
n

or stranot�
Now there's an ADS high -density polyethylene pipe
(HDPE) that meets the most dernanding hydraulic
requirements.
New N-1 2 pipe from Advanced Drainage Systems is ideal
for storm sewers and other applications in which optiniurn
hydraulics is an essential consideration.
Available in diameters
of 12"to 24", ADS N- 12
is manufactured with a
srnooth interior to
provide maximum
flow capacity.
P
New ADS N-1 2 combines the flow characteristics of a
smooth interior with the strength, durability and ease
of handling that are unique with ADS high -density poly-
ethylene pipe.
With its corrugated exterior, ADS N- 12 offers excellent
compressive strength and is suitable for use under H20
and E80 live loads or with fill heights in excess of 50 feet,
(For fill heights greater than 60 feel, ADS regional engi-
neers are available for tochnicaf assisrance,)
ADS N-1 2 is manufactured witri, HDPE resins, making it
highly resistant to chemical attack and corrosion, immune
to galvanic and electrochemical effects, and unaffected by
soils with a ph range front 1.5 to 14. Durabdity studies have
shown ADS pipe to be significantly more resistant to abfa-
skin than traditional materials, In fact, ADS pipe has often
successfully V
replaced v. ryintrinic which hadhad..,7,
A" Jr
failed due to extreme abrastorl. rji!; has niade ADS pipe
popular as a liner to re �tstore deteriorated culverts,
Because it is lighter in weight, ADS N- 12 is easier to han-
dle and requires less time and manpower to iristafl than
clay, concrete or corrugated metal pipe, N-1 2 is available
A
in standard 20'iengths, or other lengths suited to specific
All,
project requirements. And ADS offers a complete line of
fittings and couplings, providing
a total drainage system that is
especially cost-effective.
r- A-

Ins
ADS Pipe Hydrauiics
4" Diarr et r
ADS Recommended rsearuing's "n" For Design
.. .;.. :
A R4r � E ,.
P^po ADS "C mt4a,.d3 APS Nt M as .emM4 t4nuyaxrtri-.
.:,.,... M3smacmatlmr._,,:....... Nmur pa(Wg�saxe P xsdw.�-0nyRx�akd� F aa�`"mu•x^d s �pn`
0It 02
0,1, OM 02242G
rtl2 �
}iM GMb Ili"d-dd°w+
����*`. �$ � 4
ARM .0a2R df P2
it&X to t,e U33RM2ia
1 � 1+
24 .02 00
&Ati0 97d*} .Ud3 Rt2N e
standards
The highest +� b a w7
"AUE Adtotw0 inn Reps nt on dn+pr.F 09 PF. ote ..31
qualityof andperfonnance
Height of Cover Table for ADS Pixie
_. Dep1io@n!'4."pwC1 I., Cd'it1U9.1ntd P. to144'#yonu,(�'rK
N.kd,
N-1 pipe delivers all the quality and performance the
N:0w ESOU4pLoad
...p#(pF+t4Y.xco-ut W.,td too 4.SHTO id?'"0
Cn t? b b ­k�A M d wnJkA adA .Ot.<
a^argE P_AAi iid'tt gxrfl�d«Asaen♦
industry has come to expect from Advanced Drainage
.,raxvmnmtca
3 tb # 3 wky 6 t Rfr4 .# 6B 4 u nAM
1di
Systems. ADS i the nation's oldest and most experienced
M !2*wOxnak::tb—I d4axd#-re.+YFn ek sd•e
a,w he,R HIM EN ��s,
a av rMr+3 : .r R..M@Y(aT4=.R
� M6M rV i�t1 h Pe dR a Mt„�4 RnsA44 3�
maker of polyethylene drainage products and pioneered
M�ec fYbc$
12 tz 24 W
h 4 x+~sF vek# t Aeta .nen a—.snsac d tmer fhf ,lspor
n4p,�n
many rat the advances drat have becorne industry
Rf ?4 =,4
standards. -
tf 12
4 Md 24 4F
At its more than 22 plants across the country, ADS main-
tains a comprehensive quality control program that
ADS r� �� Pipe Stiffness
extends through every stage of production to ensure that
AAri r?n rn x Rae 5tei3noss
PMdou d3snr»e ca :r�u,a{,s MtAciu Mna^
its polyethylene products meet applicable A Ttvt and
.. w
Af$wJd'. W 5 standards,
S MOO S
9t1""h N 40 ..
Today, Advanced l iam age ysterns is America's leading
24 #.�:ne N 34
manufacturer of quality corrugated d polyethylene pipe.
Engineers and contractors in ever increasing numbers
are choosing ADS pipe for use in agriculture, graining and
public works projects —the toughest applications, With
the introduction of new ADS N-1 2, that same level of per-
formance, durability and quality is now available for
storm sever and other applications in which hydraulic �
is as critical as durability.
t
M
F F
r,.'Xil
...al

�"!' unt C ts
Backing top qualfty Proo _
with top quality service
Advanced Drainage Systems manufactures the
highest
ghest quality polyethylene pipe products, plus
a corriplet ; line of fittings and coupings that f
simplify installations for every the most complex
projectwr�w�ny
In addition, ADS backs its products with
service network designed to meet customer4,�.
needs. The AIDS network includes a nationwide
safes force, 10 regional sales offices, d large t
field engineer group and dealers and distribu-
tors nationwide.
Over the years, ADS has built a tradition of
customer satisfaction by providing specialized
services to meet the nerds of American agricul4
lure, road building, ,Wining and construction.
ADS commitment to service includes providing
fast, reliable delivery. ADS operates a large � r
fleet of trucks that are driven by ADS employees
who are dedicated to delivering products can
time, every time, k� r..�
Through its manufacturing, sales and distribu-
tion network —the most extensive in the ADS Nationwide Sales and Manufacturing Network
industry --ACAS is never out of reach,
Mad :fa 20S-674-{dJ03' S17-725°789J
Maidta. M-674-0064" #+jot➢ .zw taY`Ir.'daJ .Y'adJe's
COLORADO704-527-0137,
Caw i F<, r .➢ F.id
' Uhlw[�; 1atJ3�Y#�3 7'3w#
;.. FLORIDA
t t4rsrvu=esaGa##9-9 ,S.SLJ
,.,j„ ,: LaC+t.Yarrd 673•665-866E1
� � „- �cs kh3fJi7f dul7G is �J#t`w'a7k"76°15
C iactrua� tr7Y-#4.�w' �##1#d
t Vdr htA^d4u .Sa t..
WLL4NGbta tl`I t ,a.udE i 19-11TT41,11,111
tuiOiihiu11t3 217-7i;2•31 tt#"
...: - dl
1-taiaa{# aid- ^I;9-:r ti < PfNNSYLVAU4A.
re s t IOWA pa r 'IY 1140?06
r o rye ,. ", #awwuC.aiy JiJ 338-3uk#iJ' r
rLavNL r:
i,recrou#t s&;w_74YJ_57L t
ENTUCKY
.��'LPw^ewrra�iwraF 602-733-+324 tLs#Cwi 4"YFIA
.+..�; Vl,ruail#u mkt 1i7;3E3r..I#Ca
VW!A`aniuGTOe
MASSACHUSETTS
Luok,w 4
r h 5
Custom traliars realurind ADS e unique romote c nlrol
unloading system make on-5#!e dulivei y oasy arad sates.than conventional memods
Engineers and contractors across the nation
rely on Advanced Drainage Systems for the
combination of products and service that had
rnade ADS America's leading producer of
corrugated polyethylene pipe.
AI)VANCFD DRAINAGF SYSTEMS, INC
corporate OfficoWOO Riverside Drive, Columbus, Ohio 43 , 11(61 ) 457' Q t
r#pfaa r3pa uuriL±ia#n#aa7uSy.dwar#w,irxr.1004:A1WW4d*ro6V1,e44 �'retli+�ar�n6Y,E:�Sc. iw�i'�r#ir6•att«##��....Val 'wTn�# r�sisuS.#rag a�aaCii�#ar+acl,a�:a,d� iwd.#wwwric,rcaluacharPxar�.�S#itLra,.

"
M
7
°
x •a
CATCH BASIN
SI
'.35.a lTdIl
bi
with Knockout Panel
..,. `
.
edimensions)
(inside
m i
2' x 2' x 2' High Catctk Basin 1465,#
2' x 2' x 3' High Catch Basin 2016#
+ ` a
2' x 3' x 2' High Catch Basin 1680#
2t x 3' x 3' High Catch Basin 2393#
"
2' x 3' x 4' High Catch Masan 331 #
31 x Y x 3' High Catch Basin 3138ae
3' x 3' x ' High Catch Basin 4058#
3' x 4' x 4' : igh Cards Basin 4 89
4' x 5' x 5V2' 1~ jgh Catch Basin 6000,Y
ABOVE CATCH BASINS MEET
H-20 HIGHWAY LOADS.
CATCH BASIN
EXTENSION RISERS
sr ,
.n� a
2' x 2' Catch BgasirM Ext. Riser FH 926
2' x 2' Catch Basin Ext, Riser 2'6" H 1203 it
2' x 2' Catch Susan Ext, Riser 3 6" H 1 72
2' x 3' Catch Basin Ext, Riser 11H 1 I10
1 x ' Catch Basin Ext. Riser 3+6rrB t 200#
2' x 3' Catch Basin Ext. Riser 4'6"H 2994
3' x 3' Catch Basin Ext. Riser I'H 131:18#
3' x 3' Ccch Basin Ext. miser 3 6" H 2413#
3' x 3' Catch Basin Ext. Riser 4'6" H 3453`
3' x 4' Catch Basin Ext. Kiser FH 130Y
3' x 4' Catch Basin Ext. Riser'4'6"H 3747#
4' x 5' Catch Basin Ext. Riser VH 21 M
ALL OVERLAPPING G -BAR
4' x 5° Catch Basin Ext, Riser 6'H S6SO#
TO BE HELD IN POSITION
WITH TIES (TYPICAL)

m
v
a- FLAT TOP
yJ
w/MANHOLIE
S " is & Non -Traffic)
3 x 3' 3r x f
4°x4 4'x '
° xr 4' x 1
"xS2" 5 fis
' x 6'
FLAT TOP
WITH GRATE CAS�r-IN
fig read
3'x3` -'
x t -. .
4 x5.
�r
21' x 52" '°.4•.
t x 6' m
• r 6€d
.r
. + `
FLORIDA
with
OTHER SIZES AVAILABLE
UPON REQUEST
1„

PS PLUS"'
PROCESS PUMPS
ITTA-C PUMP
Cla 6.2.1
Page 203
Corrosives
For Pulpy Solids
and
Engineeering
Data
A ww 01 1 Il C,A4jW,AU01
B-Frame Pumps
July 1993
Nuw
B-Frame
Frame Size
PU
casi2�
11 .6 NPT
Drain Tap
�00-
Sucj= Gauge Tap
.50-1
4 NPT
_
14 NPT
Discharge Gauge Tap
.56
81
10 � 6-0-
Minimum Wall Th�.,
.72
'78
'88
�01_17_if
17
47.50
r A
'50
5
-------- -
62
(16),75-10
Iitt1 fi 00-8
5,06
5.06
5,06
5-06
_777
)06
5.06
3,50
150
3.50
50
1t;0
3,5u
150
Depth (0.)
75
75
'75
.75
35
.76
75
'
Seat Cage Width (In,)
PackingHirigs No,ad �_Iz(1111)_(5).50SQ
.75
-051,50
(5),60SO
(5),50so
(5),50S(SY50SQ
(5)FOSS
l5)50_SQ
(5)50SQ
Snaft SjeoVo Or D_ (Packing)
4000
4.000
4 000
4,000
4000 7
4000
-1000
.1 000
4.000-
SIJ,aft Sleeve O.D(MI,,h, Sat)
3,750
3.750
3350
3,750
3,750 ,
3,750
50-14 NPT
Flush Connections
in ric.
­771.1 _5
-6-2
25
6,25
Bore
5­7
6.25
6-25
&25
625
6,25
6
000th
3.50
3,50
3.50
3.50
3.500
3,50
3,50
1tA)
3,50
Shaft Sleeve 0,D. (Mecu. Seal)
3.750
3,750
1750
3,750
3,750
3,750
3,750
r 3,750
3,750
ofid Shaft D.C. (MOCh, Sea 1 1)
150
3,50
350
3,60
3.50
3.50
_160
_.3_50
3,50
A -Tap for Stuff Box Vent
.50-14 NPT
Flush Tap for Mach. Seal - In, Gland
.50-14 NPT
Quench Tap for Mach. Seal - in. Glandvx
25-1 8 NPT
Ta2ered Seat Chamber
'Oversize)
Bore
Bore
6,25
6,25
6,25
6,25--
6,25
625
6,25
6,25
(:Us:,a7ble)
8-
3,88
188
3,88
1818
3,86
3L88
3 86
3J38
FDepth
0 E)
'haft Sleeve O-DC (Mach, Seal)
,V,
3750
3750
1750
3,750
3,750
3750
3.750
11160
Sofi�d Shaft O.D. (NvIeCh, Seal)
1600
3.500
3,500
3.500
3,500
3.500
3,500
3,50
A -Tap for Stuff Box Verit
.50-14 NPT
Flush Tap for Mach. Seal - in, Gland
N PT
5-18 NPT
Quench T ap
..50-142
6
6
6
6
6
3-6
NoVanes
Area (Sq. Im)
50A
64,9
60,5
75�8
97.3
494
57,1
88.7
110,9
_211alt
IAlet Veloolty.L100 GPM (E.1,/Sec
.63
.49
--
:53
42
.33
;65
5
30
- '29
Maximurn Ore. (In.)
­­-5
�5
1--
196--
ig,o
Me
3,
20
23,0
23,u
2:�
Nfinimom Did(in.)
12,0
12O
14L0
14,5
14,5 1
170
17.0
170--
11.5
,Maximum Sphere Size
J,lq
1 56
81
1.38
1 .91
75
64
1.00
1.68
e-
Axial Clearance to Fr, Side Plat
020
.020
20
�020
0
(020
20
�20
-
Shaft
under Sleeve Norn, Dia. (In.)
31 L25
3.1 �5
3, 1:0:5
3,1251
-
3,125
-
1,125
3.125-
(In5
6=Z2
j2,5
2
2,625
_At_222pImn_D
At Impellef ThO. Dia.
�_panBrg to Brg
10.21
2
10
2,500-6
1 11
UN 2A
-
). �
10.21
2 '
10,21
Dia, Between Bear
:21
4�250
L4250
1�4,250
�O2
4 �50�s.._H10
4250
4,2504.250
1.25q
B12,.No, - Pump End
NUP 219 EC
LLrg� LNo-L oup�inq Snd
7319 BEQB
For Pressure Ratings,
see CP 6.2.1. Page 2U1.

PS PLUS' PFJOCESS PUNW5
f:or pulpy Solids and Corrosives
C P 6.2.1
III A-C PUMP Parts and Materials
p11ga 212 AWItl 01 1 packed Stuffing Box it LubriCaWd
iu�y, 1993
Nuw
52-460-771
Reference Ovvg
y
If
b-01 3
Wry-,
I Y
-q()
i Lify
Y//
510
&111
OPT I GN#,L
4 -
010 4
t 77,4
ks
0-9
2 1
4
5-c— 4
5-517-414,
904-4
-0
(QTY z
6-406-0
tQTY 4ajy-21
toTYZ21 jQTY�21 2-910-0
oil T ONAL
(OTY-21
(OTY 2 21 J1
oe'r I ONAL 9 17 -, 0 6-014-0 1
OTY-21
6-0
joTY121
2-904-0

PS PLUS" PROCESS PUMPS
.i
213
For Pwlp + ll art orrosivIITTPa.
Parts sand Materials
A U17s1 ul t'rT" Guru+.+tawrt'
Packing Stutf Box - Oil Lubricated jwy, 1%93
4W

Notes:
SN 5"
asuplatus are supplied with grout holes in appropriate
locations,,locations,,NumberNumber of
gales vary by sire base. .
{souping guards designed to comply with ANSI B 1 ,1 standards are included
with baseplats;
pp yy� t �p
DODGE PARAFLEX COUPLING(Type IP r,
The Dodge Paraflex Coupling consists of an elastomeric spacer element that
can be removed without disturbing the pump r motor. The P coupling uses
taper lock bushings for ease of mounting on their respective shuts. This DODGE PRALEX COUPLING
coupling arrangement requires no lubrication.
FALK STEELFLEX (T Series) a .
The Falb Steelflex coupling has a tapered grid, which[ floats within the hub
teeth, and relies on the resilience of the steel grid for flexibility, standard hubs;;
to size 1090, are clearance fit with a set screwy over the keyway, grease FAt i STEELFLEX UPI_ll
lubricated.

Clo 6.2.1 PS PLUS'PROCESS PUMPS
Page 302 ITTAFor Pulpy Solids and orrosiv s ;
Dimensions -- Model15 `
July, 1993
Base, Coupling and Motor
New
STANDARD FABRICATED STEEL BASEPLATE'
CP_ .
Y
_
SUC TI ON
HD
FOR
FCil4 Hh4 � ........ Ft __ _. HF, � _ 2.!
DIMENSIONS IN INCHES
PUMP DIMENSIONS DETERMINED BY PUMP
PUMPPUMP11 12 Y HD# 1119 HT
SIZE FRAME _
60x15 A 31,56 12,06 27,00 ,11,25 10,00 15 00 7,75 1635 4,12 B tJt1� 515 �
t1 4x15 A 37.56 12.6E 2T.75 12,t36 1[1.5 15 75 r.i5 1Ea 75 4.12 0,00._. 5�25w.
axFax1ti A 3735 13,00 30.75 12.88 11,25 17.75 8.119 17.75 412 0,00 5.25
6x4x18 A 38.12 13,25 1 31.1113 ;12,86 11.88 17.75 8,59 18.80 4,12 Oi 00 5,25
6x4x 9 A 18,25 14.50 32.25 13.8E 12.25 17.75 mo 1125 412 0.00 5 S
ti 605,5 9 41,25 14.50 33.56 14A2 11.88 1U0 R.25 19,36 4 12 t1.06 1.25
6 42,00 16.00 37.75 15.88 12.15 21.75 9. 0 2U8 4.12 5100 721a
. 15.75 13w5 m19y6 6�50 2238 5.62 l7µ00 72,5_.
1Qxfixl91842.53--
1,517 1ba�1 35.b9
18x11x1 2 lltiw,. 1U5 41,00 ;1 .12 14.38 23,75 �9,00 23.62 5a62 13�.99 ?:.
. 3'x1Etxlg2 18�5t3 43.50 i9.38 15.38 25.pt1 10.12 24.fi .t32 9.611 r,25t1x4x23 1.5t1 16.75 38,25 16.38 '14,62 1, 9 8.59 23.12 .62 O®00 7�25
2.25 16.75 38.81 16.7 14,75 22,06 9,25 23,12 5,62 8,11E 7,25
5 1t3. 6 43.31 18,75 16,25 24A1 9 5 24.88 5 62 0 QO 7.25
_ r _ 1 x1Gx23 2i-8 5t1 '4f.88 2fl.75 1�, 5 £. 8 9.5t1 26.8E 5.62 Q:Qa } 7.7i
14x12x1SO 25 201 !iO 48.25 21.50 16.J8 227 75 11.0 29. 5 7.75 0.00 16,9i1 16xt4x222.38 +24.96 58.811 25�25 `181 58 34.Q6 13.b6 32.76 ,75 9:66 12,25
14x12x231t.75 21.75 58,25 22.62 18.00 8,75 11,5t1 9.5ii 7.7 6 t5i110:0014x14x239,62 19,50 51.613 21.611 "17,68 32.6t1 16.50 28.25 7.75 0.00 12.25
1tx18x5.75 26.fit1 62.5 3Q.itQ 21.5t3 36.5E1 15,5 34.75 7.75 2.75 1.25
NOTE 1 ITT A-C PU<a1P contract ends at Suction and Discharge otherwise spacihade R.F. flanges will m aie wan H,F, of F F. Pip
ranges, No nuts, bolts, or gaskets furnished Flange&
NOTE : Customer to insran shims one dowels, wham atigntng ,unit, NOTE 6: Rotation as ckicKmse viewing dove +and.,
Preliminary ,aligning should os, arena pnor to grouting found rn place and NOTE 7: Do not allow obstructions to hamper raxr ovoi of rotating
rnisore connecting pilling. Aiwgnr7aent si ouid be rachecked after unit is elenattt.
assembled and ptprng installed, See Caution notes.
iUC1TE-b: "HT" dinaennuti is the nc;rp'snat Cit3a€tartca datrmi:aasarn ih( rLntaval
NOTE Both Buchan and Discharge tapes a fuss bin supported i:ndaa of rotation elethent. "'HT" dfrou is°son can weary plus of tR9u#its a duu 10
pendently near the pprnp to avoid placing strain on this pump casing. rassamote tolerance of both purnp and rnaxtor feria tf)�:a twa:.practtt+e
NOTE 4' Where expansion or slip type Meares ane used, an anchor must rnowntang posiion on the basspiaW
be lnstalfed between the joint and the pump to take the thrust at the NOTE 91 Easephpats will not leis drilled or topped tear anvor mounting
exp nilhonlatnt= unless driver is factory mounted t1nits with wear coatAngs should be
NOTE M Section and Oischarga Flanges are ANSI Claisfif 125 F,F, for iieid rrioomad motors so proper positioning c;una ba caemovnJ With the
cast iron; ANSI Gass 160 R,F, for stainless stead casings, artless press fit couplings;

PS PLUS" PROCESS PUMPS Cla 6.2-1
For Pulpy Solids and Corrosives ITTA-C Pump ilayu 303
Dirrientsions — Model 150 A und W 11-1 (.,wr)0(.wuft
Base, Coupling and Motor jwly 19tj:l
N.w
STANDARD FABRICATED STEEL BASEPLATE
0 1 SCHARGE ---\ (L' PIPE TAPS
P2 P I Suction Gaugo I NP V
Dischafgo, Gauilu U""' hil I I
Dfaal icaswly) 1 0" NPI (opii,m,0
Shift Box NPI
X Seal Chamber lil!" NPT
4 G�andl Frwsh
outa)(J) ri P '
ra 0
215 Dlix�. CAUTION: When rhotOr is insirawo on nw basemate o i�, iti, spectat
1.E Preco� autions ShoGld be taken to insure good a��gninit
HOL,
1) CAUTION, Baseplate sethno (batofel PtPlhq), 9'0ohf1q l�uocuchjie,�; rand
HN PLACE
Jirjai alignment must De in aecoidanCa wtth iTI ;i-C PUMP
recommended procedures outritleii in the PS Plot: l sr-istrucnon manual.
r
HO For motor frames above NEMA 449, motor ciravia"Os are loquirad
HO tor certilwd purnp installation Crowing$,
E — HE u Non-NEMA inutor trarnes shown are, $0t S-r-Oz. Enofgy TEEG
HA Motors.
0ase length dimensions, -HB` and TO- tor 1 t',09US ;area larger
motors are approximate only: exact Olnlons�Go- vvtU JcPOrld upon
individual motor Length "C",
DIMENSIONS IN INCHES 4) Glared for Standard Mechanical Seats,
PUMP DIMENSIONS DETERMINED BY MOTOR
PUMP PUMP MOTOR HA H8 HE HN HF, HF, MOTOR Wilt HA HB HE HN HF, HF,
SIZE FRAME FRAME FRAME
6X3X15 A 215T-326T 22.50 79.0 U5 6 36-75 364T-36ST 25.00 9LO 9.50 6 42.75
364F-405T 26.00 91,0 9�60 6 4 2.1 b
254T-326T 22�50 7U 8,25 6 3635
254T-326T 22.50 79,O 815 6 36,75 3641-44ST 26.00 91.0 9.50 6 4 23s
—5 444T-445T 26.00 97.0 9�50 6 46.76
16TX 4 X 19 A 284T-405T 25�00 85�O
)6 00
—8-�—� 0— �75
BX4XI9 A 444T 49T 5.i1tT 97.0 9,50 6 46,75
28�00 1010 11,00 6 4 9.f5
0 19AT, AAKT -ag, fin Gill it rm I r"171,75" 4-4 4 T-446T
M
110
8
404T-449T
8
444T-449T
—c
444T-445T
c
444T-445T
c
445T-449T
c
445T-449T
446f-4 T
NOT
CC
Limp
M
#
PUMP
DATA 0
MOORR AIrA+
T
Mi
ILICTION, INSTALLATION OR APPLICATION PURPOS
MM
Im
mm E�'� 7
Vt�k4�,
sizo L,,:w4ww
T-
Pape 302 and 303 avai$atiro au 52-260-647 from lUctorY,

PS PLUS ' PROCESS PUMPS P 6.2
For Pulpy Solids and Corrosives Page45
m: Performance Curves
A �ratl3 l I7i° �rfsur al! n ITTA—C
1185 RPM
Juay tJ.4
New
TOTAL
HEAD
cufavL A 7 9 uaas 10xUX19 P PW s as 1 �a a[ as as
annaa, r� a.
a�� � , .ir l t a ? � _ . � , . P-4116 VAN e
_ .. .. M^XDIA 19" ,, t .5"
MAX -a n� •4
t8v¢ i�
sk"4.L� vtla 7L
475 tgTA�-,"a g4ei4h' p
ISO4T� �
b Y'; w i 511F,
40 4 e-N� :: .rt..i r .
w
¢ 6
30- 1004E ." 75 Tr,
yt
r
ds o- q 4H,
10
50
r fr 4 +' a .' Y "i'� '"9. .. .. , ... —" 5. i C� t 'P a e °e N R�
- 25,—�
LL� a t .r..!.ataat a
a i..
'� 24r f;
y([
..i.r
15 tt s x IT
94r ��;6t S r r 1
8HP a r'
10 " ��'® i ^ t `E P ,.r, .r
r
1717

IITTI TT A,,L,,-,,'c PumP
S Plus" The heavy duty process pump.
5
q
77
k� � r »'tk' ti i «t moo" E��'^*.�Am �� � �` �� •{ ! � �a'�" q+
i�
j'
e
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,n
p�
is w p.
s . .., , . '.,. . ,
c
s Y.
y
e
g TM
dui '
d
S Plus ... the heavy duty process pump designed
to handle all of yourtough pros puritping
applications.
• Speeds to 1785RPM
• Heads to 420 feet (60 Hz), 130 in (50 Hz
• CaPacities to 28,000 GPM (0 tl
• Handles solids, pulpy suspensions, viscous and
uuuslu li+uls
• Advanced Metallurgy -¢ 2205 duplex stainless steel*
provides superior corrosion and abrasion resistance
when compared to 300 series stainless steels and

PS lusi—Theheavy duty processwith features that provide maximumT , `r ���P L€lt�s
SrE. a € W Pa LLOUT DESIGN ..,..,.. ».^ - ,., .�_..�..�..r...._,...,,....,�....._.
ft st •� CENTERLINE DISCHARGE
€" a ea
.V3r as ue tSi ,'' E° ro s rg'
crr rE P^s eL� r."rrure
ra €
x
OPEtl+tId41.�'EI,.LEffii"RESi�,�+i
OVERSIZED SHAFT ww
ds at " M� t, ,f3 + €y,a. r ue qiu 5
y;# s` hat"
Back w'u
Me 5 al; x�a rya >pAt6 �k � e w
alcmd s sha , Wed . Sae-
n A€Ire= wrWe de.Oas.hg
stuMfigtsm G^=As.+rR=-€ result,
arimg life,
:�.
SIZED BEARINGS � �r
bAidr" CHOICE Of SHAFT SEALING
€Y a n ckirl' n rcrrm ! s s atax CXW
4q
n Ax Pack"% nre t tn".' P
t"hani er far supe:Pr me':cd a".
iWsee 9 andUncawir
a
." we,-' 6'€ tuber
to'Twn dardr,4 &hut '.
OIL MIST LUBRICATION r LL I E¢qursea, Dyramr SeW ehm'-
€ 4 id Er t3 " `„ `,' " �'+"'€5 '' " r- ro�, gA e "';W esq-
ash Rehr :E r,te pu"'s
.. ., ca seer< It sett a €e t'dgai
ftS.C'E^S
€ ;A e^ use Pab"'C„ von it a-'a*b.;
OIL LEM SIGHT GLASSES
a �
ek r ' � AADJUSTABLE FRONT WEAR
r e€ y rro .an aPOSY
PLATE
r
UCTILE IRON FRAMEADAPITR
,en A
€ , ',.rg
ro a�
_ a

Choose the shaft sealing arrangement tt
PS Plus offers a vide choice of shaft sealing options to meet the specific', requirements of your process application. From a
conventional stuffing box for packing or mechanical seals to the M eC pump exclusive Equisealt Dynamic Seal (see told-
ouh--there's a shaft sealing arrangement that's perfect for your pumping jobv
y q a h
r
Conventional Stuffing Box
_x
u
with packing. The packed
v�
stuffing box is arranged to l
control seat water flow
while lubricating and
Conventional Stuffing Box
coating the packing, The _: .�: �d
Cover with mechanical
arrangement includes a f
seals. A wide range of sin-
b
hard coated shaft sleeve, l;'
gle (inside and outside)or
XH-00 (approximatelyr0
t"
double seats may be
i
BHN) and a Mass -filled
selected, including split
t Teflon , seal cage,
scaling arrangements,
sf-
r
`
Oversized Taper -Bore Seat
r
Chamber, Provides self -
Oversized Cylindrical
.- venting of seat cavity and
Sell Chamber. Providesallows
for full drainage of
...n ,.
increased flushing and
'i' product frtarra chamber
I
cooling of shaft sealing
M when system is shut down
E
arr-angement for maximum
I " `
? or flu herd. Also increases
unit uptd. Choose from d
flushing and cooling of the
single, double or cartridge
shaft sealing arrangement'
sear,
for increased unit uprise.
_d quiseai.111 Dynamic Seat
__..
(single stage), Eliminatesl
tk many sealing problems.
Sealing is accomplished by �
centrifugal forces eliminat-
ing the creed for packing or w
face type mechanical seals.
Reduces operating and main
a' tenance costs, assures the
gaaiseai� yrraic Seal
t ultimate in system update.
a stage). Features all
For most applications, no
a:
of the single stage benefits
w. .. t
outside utilities are required; wrr
_ [
- and provides effective
no flushing to source"
!l _
shaft.. sealing at higher
dispose of, or dilute your
suction head conditions,
process liquid.
5

The front wearplate of the PS {plus can be adjusted exter""HY using
three adjusting studs, The faith operating efficieRt6es Of tlW! PS PlLt�
easily and urckly maintained by using these tads to wRdl�ast tlie �aporzitN
w to clearance be veen h wear plate and the impeller, By Ii��r� 'Rn tl�
wear plate toward the irnpeller to adjust the operating clearances, the
shaft newer changes position within the assembly. ihR� paotr.ct the post-
t
,.s
tioning of the precision mechanical seals in the seal cavity and bearings
_
within the frame assembly.
i
An oversized shaft minimizes shaft deflection and heaps extend secRi
s 14 _l � life. The P Plus shaft;deflectlora factor L31G1, is or e or ttaa lowest in tyre
industry, Also available is an optional solid shaft loevelessi for use w ith
cartridge type and sleeve mounted mechanical seals,
. Duplex thrust beatings and crowned roller radial bearing provide heavy
r load capacity. The bearings offer extended life (sized toexceed ,Cl l
k,hrs. [approximately 11� years] L 0 l fej„ Pump PAC* thsusC bearings s as
as
well as, bearing guards or magnetic bearing protectors rRie a<a Ru got
a ' options,
loternal oil mist lubrication provides ideal lubrication and oralrn of the
' 1 _ l bearia tf�is aids in achievingoptimum t-�� bearing life. Options pro
t }
al vmrie for'reasa or external auxiliary oil mist lrbricatior.
Pump P trrrust k�€aanngs not iwaa�S�arak� inIz �`�� �i� 9 � � fii ��� ae �t�.
xi
u
4
A casing flow spotter to 12 inch discharge sizes and largei, bolEinces
i
� _'� hydraulic farces and controls discharge fin through the curvature of con
terlRdischarge nac . This prevents flow disturbances and o osRoRi whit '
talc Performance curve.
maintaining high efficiency over a wide range of

Performance range
curves-60 Hz
The perrormance ranges shown were taken from actual tests of standard production purnp units and reflect an average
performance
for aid rneLailurgies,
Plus"PS
ITT A-c Pump
1785 RPM
_
4c7
xa
Pie Pump
300
f
,N
1 t4r3x1:�
2 6x4K15
0
4 MX15.5 �
r,..
5 1ox8x15.
8 Fsk4R19
r#u
7 8x4x18:
8 1px8x1
tra
31
f
.C1U 3DO .tiq�7: 6a'x9 BOG l{! G} . 2t7flft Siktl(3. 404 fvaiiiCJ [4ra€i§)
FLOW (US GPMi
r�': t6i3
�Ksa! .00 +40E fi NJ 800 10DO 1400 9t?S10
FLOW gaaUBIC METERS PEA HOUR)
PS Pluso
ITT A-c Pump
1185 RPM
J€t -300
an w
Range
Purr
ir' 4Na
1. 6x3x15
s
2 6x4x18
3 r3x6x15
J0 _
ICK1
4 k0 it 82 � �
,.. .. _.
5 1r?,x8xl55,5.: r
4.1
gp
Ix...
_.� .._ : ...._.
F
o
r
pp
9 10x8x18
w C
...,!w
t
11 14x12x19 -
12 18xf4x22.
W -
r
13 8x4x23 g,
I
is 12xax28 I
16 12 14x28
17 141243
s-
'G 5
188 14x14x23
t,cQ :N"'D 3DO 400 60n
ION 2000 40OG 6M 10" 220000
18L 14x14x23L ,..
FLOW.rU.R. GPM@...
19S 18x18x238
19M 18x18x28M
`,aS... 100
2na .1no 40... coo 011D10!M 2000 4(*Q 6000,..
j�.d,.. 1f%xi?�x28[.
FLOW JCWAJC MISTERS PER HOUR)
7

G3
un minm
Cl-
cr-
vz-�
co
uA t �^- S8 e --5 rh r7 t*+
to t63 t4 00 al 0 i„{ ,�# �A cE %0 ref T�a
.4
r
CL
pr
CL
I
CL
._._. _
i �
+
q
6
w
EH
a L
l
t
a
It z
j
t
4
� w �
u k
_
l
+
a
a ti
e.= T
i
9
f3F.iprtlle
7
I ,.
VV

PS Plus dimensions— inches
Dtixrsr Wons shown AM not for aansbucctWn puttpnsis.
CASING AND ._ - C
FRAME FOOT DISCHARGE
MOUNTING HOLES Y p,
c I
C i E tt4r g
tr-
I, OIAM ROLE
SizeP'Fop P El E F K 0 1 SHAFT�DIM'jv Y F13
# wx3x15 5 3A 37,fi2 12r00 7,50 7,50 4a,38 17,88 1,00 27,00 1,1.25 2,12 .25x O4;75 7,75 15,00` k8.p0 1,398r4x15 6 4 A 37.50 12.00 7,50 750 438 17.88 1,00 2775 1100 2,12 .25x, O4,75 7,75 15,75 irr 00 ' i.ri88x6x15 8 6 A 37,75 13,00 7.50 750 4,38 17,88 1,00 30,75 12,88 2.1,2 .2ax.5Ox,4.7$ 8,00 17.75 18,00 1.88 38
1tx4x19 64 A 38,12 13,25 9.25 925 4,38 17,75 1,00 3L00 12,88 2.12 -25x,50xlS 4.75 8,50 17.75 21,50 1.88 138
8x4x19 8 4 A 3825 14.50 9.25 9.25 4.38 17,88 1,00 32.15 13.88 2.12 .25Y.50-6.5 4,75 8,50 17 75 21,50 1,88 138
8x6x15.5 8 to 5 41.25 14.50 9.50 9.50 5,00 1138 1,12 33,50 14,12 2.62 31x 62x4.0 5,75 8,25 1900 2250 I 2,12 150 ;
0x8x15.5 10 8 9 42,09 WkC1 9.5€M 9,50 5,00 19.38 1,12 ' 37,75 1. 88 2,62 .31x,62x4 0 5,75 9.00 21.75 22,50 2 12 150 1
10x6,19 10 6 9 41,50 16.60 9 50 9,50 &00 19 38 1„12 35,69 15,75 2.62 .31X,62x4,0 5,75 8.50 19.69 22,510 212 1,50 w
10AX19 1p 8 8 42,00 17,25 11,50 11,50 5.00 1938 1,12 41.00 17.52 2,62 .31x.62x4,0 575 9.015 2175 26.50 2.83 1:50
12x1Qx19 12 10 6 43,12 1&50 11.50 11,50 5.00 19.39 112 '' 43,50 1938 2,62 .31w.8 x4.0 5,75 10,12 25.00 26.54 2,88 1,50
8x4x23 8 4 3 41..50 16,75 "'50 11 50 5,00 19.38 1.12 38,25 16,38 2,62 ,31x.62xk() 5,75 8.50 21.50 26,50 2.8d 1,50
10x6x23 1.0 6 8 42.25 16,75 11,50 11,50 5,00 19,38 L12 ' 38,91 16,75 2,62 31x,62x4,0 575 9,25 22,06 26,50 2,88 L50
12KBA23 12 8 0 42 75 18,50 1125 1125 5.00 19.38 112 43.31 18,75 2.62 .31x.62x4.0 5,75 9,75 24,81 ' 30,(10 '3 88 1:.50
12a10x23 12 10 0 42,50 20,50 1125 13,25 5,00 19,38 1,12 ,46,88 20,75 2,6 .31x.62x4.0 5,75 9,59 2038 3000 3,94 160
1412x19 14 12 0 W25 20,50 12,50 1250 5.81 22,88 1,38 48.15 21,50 3,62 44x 88x5.0 7,00 11,00 27.75 29.00 3,F18 1,75 w
16x14x22 16 14 ; 0 52,38 2 4, 00 .11,50 1150 5,81 23,00 1,36 5800 25.25 3,62 .44x 85x5.0 7,p0 13.00 34,00 21,00 3.50 1,75
14x12x23 14 12 0 50 75 21.75 1550 15,50 5,81 2288 1,38 50.25 2162 3,62 .44x 88x5 0 7,00 11,50 28 75 35,00 5 1. .i +� 1.15
14x14x23 14 14- 0 41?.152 19,50 14,00 14 00 5,81 22,75 2 38 51,50 21,00 3,62 d4x 138x5,97 700 10,50 32,00 32 00 500 1,75
18a1Fx23 18 13 L, C 55,75 2f> Oi 11 50 17.R?Ct ;81 23 62" 1 39 02 50 3O,CBCS 3.62 4+1x,88x5 0 7;Ofi 15. r5 e33 50 2 5fu 7 00 1.,,T5
41 Cp—D1 CHAFri1E �CU
�. x y.k� .
.,i?CitP4 *, I
1.25 O D
ROLE
HN PLACES .k �.
HD U i
1,001
�...,..A..w..... , ._ _u..a_.......�.,_.,..... µND..,...�,,,,.�,�,...........�,..,:.�.. ,.,._,.,.,._,�. -�`—
PiIMP MMEN51t3N5 DETERMINED OYPUMP m DIMENSIONS DETERMINED UY M%t3"1TR
PDtrwp P'utttp Motor motor
Size Frome CP 0 0 P1 P2 x Y RD 41 HT Frame HA Tf F"r»fa NA "a
6x3a1.5 A 3,7 62 12.00 27.00 11.25 1000 15,00 7.75 16,75 4.12 5.25 215T-326T 22,50 79,0 3647-365T 25a 00 91::0
Wx15 A 37.50 12.00 27,75 12,00 1W0,50 15,75 7.75 16,75 4,12 515 254T3 6T 22.50 79.0 :364T-405,T 25 00 91:0
+'4x6x15 A 37.75 13,00 10,75 12,88 11,25 1735 9.00 17;75 412 5,25 254T326T 22,50 79.0 .5 4T 445T 2500 91,0
6x4a19 A 38,12 1125 31,00 12.88' 11,88 11,75 8,50 1800 4,12 5.25, 2 4P40 T 2500 85,0 444T4451 25,00 97,0
WAS A 32,25 14,50 32.25 13,88 12,25 17,75 6.50 1925 4.12 5,25 " 284T•405T 25-00 85.0 : 444T449T 25.00 97,0
&&15.5 B 4125 1450 3150 14,12 1188 11f.00 8.25 19,38 4,12 7,25 2847-4051 25 OO 91.0 444T•445T 28 00 1010
10x8x15.5 8 42 00 16,00 37,75 15.88 12,75 21,75 9.00 20,88 4,12 7,25 ; 3241-405T 25,00 910 444T507U5 2800 1010
1076x19 8 41,50 16,00 35,fa9 15,75 1,3, 0 19,69 8.50 2238 5.62 7,25 324T445T 3150 97.5 447T-F509US 3550 109.5
10;x8a19 0 42,00 17,25 41,00 17,12 14,38 23,75 9.00 23.62 5,62 7,25 ' 364T445T 31,50 97,6 ', 44IT•F 09U3 35,50 109 5
12NIOTI9 0 43 12 18,50 4350 19.38 15.38 25,00 10,12 24, A 5,62 7.25 404T 445T 31,5f3 97.5 447T-F509U5 35,50 109,5
8, W3 0 41,50 !16,75 38.25 16,38 1462 21,50 840 23.12 5,62 7,25 320445T 31,50 97,5 447T.449T 35,50 109.5
iO4:6,23 9 42,25 16,75 38,81 10 75 14,15 22.05 9,25 2312 5,62 7,25 364T-4457 31,50 97.5 447T-4495 3660 109.5
124x23 0 42.75 i8.50 43.31 18,75 16,25 24,81 9,75 24,88 562 7.25" 404T449T 31,50 1035 5050 •F'509U5 35,50 115.5
12x10x23 0 42.50 20.50 4688 20,75 17.25 26,38 9,50 26.88 5,62 7 25 444T•4491" 31,50 103.5 505US45tOWS 35. 50 115,5
14x12x19 f 5025 ,?0.50 48,25 2150 1638 27,75 IL00 29.5 7,75 10,00 444T445T 4000: 109.5 447Y-F509US 40L
04) 121.5
f8x14r22 t: ".1 + 24 00 A 00 25 25 18.50 34,00 1,300 32,75 7 75 12 25 444 4 sT 4Cl.t30 139 5 447TFSC117U221.5
14x12x23 0 50 75 21,75 50 25 22 62 18,00 28 75 11.50 30 50 7,75 10,00 445T449T 45,T 115 5 505Ur+5 F5014127"5
14a14x23- 0 4u,G2 19 50 61.50 2.100 IT00 200 10a0 28.25 7,75 1225 445T•449T 41 AX) 1ffi5.'a 505U F5)912718x18=23 t, S5 75 2d 00 62 r10 000 21 50 tin 511 15 7ra 34 15 1,75 12 25 445T,449T 45.0 iA5 5 1M&18°27: a
Fos Motor fiaxnar4s Worm NEtMA 444, rr o(w Orawtntts am rrrrwifed for xsrtt"od pump lnstaltaitrrn dT"%, rm,.
a1' �NL or tr nw,, shown am for Selmans Energy We ro
0= "woodimanwans tot Inatur ix,» s NEW 449 sere "PrO04mate Daryl ;.exact baA0 4ltm nsta»a VAN+400004 arnan Indb4doal t otat dfinerwrons,
9:

Other T innovative pumps for your process applications
� s
now 731 Plust, ANSI 873.1 Chemical Pumps
ITT is Pumps 731 Plus line handles corrosive and abrasNe, fiuids in the
Process industries, r{ Features include patentud rr icro a"i l exteInal impeker
clearance adjustment, standardized ANSI B73.1 dimensions, and sewers
* duty bearing frames. Available in cast or ductile iron and most castrable
alloys. Sizes to 10" (25.4 cm), Captacibes to 4 0 PM (1022 cu, Writ),
.,„ Heads to 800 Feet ( 44m).
... ux Far dditiorial information rearrest Bull do #52C11740.
734 Plus!` ANSI B73.4 Mag Chive Prances Pumps
The most advanced magnetically driven pump in the world specifically
N designed for optirnurra performance in applications involving hazardous liq-
uids, The 734 Plus magnetically driven process pumps feature short term
dry run bearings, ceramic ': , more efficient) or H astelloy d containment
f . .„ shells. Standard secondary containment and dual lubricatiorr(cooling paths
Increase safety and reliability, Available in ductile iron/stainless, fitted and
._, most castable alloys. Sizes to 15. crrt(; Capacities to 1500 GPM (340
:r :w cu, ni ), Heads to 440 Feet (1 4m), T rrmeraturds to 550," ( ).
For additional iilfon-nation request Bulletin i 52C11 763,
.lad
I` Trash Ho 11" Solids Handling Self Priming Pumps
ITT A-C Pumps Trash Hog 11 offers outstanding solids handling ciapallity
. j.. and better pump performance for a broad range of paper„ industrial and
ak raining applications. 'These rugged, self -priming pumps have been
designed to insure rnaxirnaxra uptimo and ease of inaintenanco, Available
in cast iron„ sttainles -fitted and Galkswinless models. &zus to 2" ( ,5 rin),
Capacities to 6,000 GPM (. 75 cu, raar'lar ), Meads to 200 feet (60m)..
Foradditionalinformation request Bulletin #52 11765.
A-C Pump
In the USA In Canada International
ITT A-C Pump ITT A-C Pump Canada ITT Fluid "transfer International
1150 `ibrnessee Avenue 155 Dawson Road 445 Godwin Avenue
Cincinnati, Ohio 45229 USA t5aaaaph„ Onta o NI H I A4 Canada Wiiand Park, New Jersey 07432 USA
Tti. 51 -a -250'1 weal: 519•824-7750 `tall 201444-60 3o
Fax: 513.4,8 a .?569 Fax: [phone] Fax: [phone]
vision Protect Your Pumps
COPYRIGHT t�saa 5-jC117/9/04 fat

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Page 1

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exclusively... finally, an inverter designed
for the Fan and Pump markets!
for fan and purrap whan YDu czln;
specify a unit ciesigr,spciiicLllyvvith your
a
SAFTRO,NICS has responded to your
requests for a variable torque product. The
FP5 is the result of those requests. We have
thoroughly evaluated our general purpose
products and kept tartly those features you need.
We've eliminated the costly, yet unnecessary �
hardware that normally cones bundled with the
general purpose inverters, Instead; we have
added those features you really needs
1
Innovative Energy Saving Function
Integral PICA Loop
Harmonic Countermeasures
1 -pulse InputDC Link Choke
User Friendly Operator Interface
It you combine our pre-engineered bypass package„ the FPC5000, with the FP5 inverter, you can be assured
of a simple turnkey installation... every timel
Many customers choose to upgrade to prdnaiura
DAMPERefficiency motors to rninirni e their energy oasts.
CONTROL These motors can save several efficiency points when
compared to standard motors. unfortunately, this
savings is achieved by employing premium materials
in the motor- at a significant cost adder!
The FPS inverter includes an
innovative new control algorithm that can yield,
r much greater enemy savings. Our data shows
rr savings of 17% compared to standard a
tact inverters.
TL STANDARD
a t " t, v air r d This reduotron in your operating costs
b V LWc-,
is achieved by aregal-three tuning of the
FPS
inverter output. The inverter continuously
optimizes the motor operation, even with load
variationslong after the start-up i,
_ Technology completed,
Remember, these savings care be l
Typical Energy Savings l achieved wish your Lj" motorl

Customers are demanding sirnple,r keypad
interfaces. What food does it do to have all of the
sophisticated features in the world it nobody can use
v
them
Our approach to this request has been the
quick start keypad. You navigate among this most
b
cornmonly used parameters and monitor functions
t
g
simply by depressing the Display (DSP ,)ley.
% t c ► k
a k
s
l
This "'cane touch" approach ch allows you to access
Z
the following:
PROM
L*4fLA4 c KMATOK
. Frequency command
x
e y
� victual output frequency
s
Output current
. Output power
+
. ccel time
Decel time
t pattern
Motor rated current
PID enable
3R. j e
°+fir
. Energy saving enable
°1 t
q
"
Please contact your local SAFTRONICS representative for more information on the following tunctions:
Speed search (to start into a spinning motor).
w 0-1 t Vdc or 4- 0 mA inputs
td L recognized motor thermal overload,
Programmable mable 1/0
Thermistor based heatsink temperature detection.
. 5 programmable contact inputs
to allow an overheat alarm before a fault trip.
- 2 programmable digital outputs
second control power ride-thru.
d 1 programmable analog output
Built-in RS-232 Modbus-Im communications port«On-delay/
off -delay tinier function.
RS-422,1485 with addition of optional I-K2!P card.
ertorr ue detection.'
n. '
Enhanced fault diagnostics now also include:
v Elapsed time meter (hours).
• input phase loss
Motorised peat (with or without memory).
• output phase loss
w Prohibited frequency points � ..
• output short circuit
v Low audible motor noise.

Inverter Model P t3 FP5
2018 2022 2030 2037 2045 2055 2075
Nominal Motor Output (HP) 30 40 � < 50 60 75 100 125
.� Capacity V , m.._ _..�...._...._.. ..._,,,...........�
p y 30 7 50 61 70 85 110
{ Rated Output Current (A) 80 104 130 160 192� 48 312
a ay
9
Maximum Voltage 341h aro, /2081220/230V (Prgportioftat to input vfoltrrc3rat
.. _..._ _ _ _
Rated Output Frequency 0.1 to 400 Fl
Overload Capacity 120% of Rated Current for I Minute
Input Current (A) 86 119 143 17t3 21 ? 27Ci 44
CL
:a Rated Voltage and Frequency 3 P1lrase, 200 to 23OV, 50/60 Hz
to_._.._. ...w- _._. ..w
Voltage Fluctuation +10%, •15%
a Frequency Ructuation ± t %
lnvorter Model P5Ig 4018 4022 4030 4037 4045 4055 ' 4075 4110 4160 � 4185 4220 4300
Nornirvil Motor Output (HP) 30 40 50 60 75 100 150 200 250 300 400 500
u Capacity (WA) 31 40 50 61 73 98 i 130 170 230 260 340 4-60
" Rated Output Current (A) 41 52 6 80 ( 3 12 180 2 _.
_..__.._�''_.�.'tCi 3fl 380 5d."?Ci 875
'2 Maximurn Voltage 3-Phase, 4 1415/440/460V (Proportional to input voltage)
Rated Output Frequency 0,1 to 430 His
Overload Capacity 120% of Rated Current for 1Minute
Input Current (A) 46 58 72 88 106 141 188204 3l0 45ta 8 810
Elated Voltage and Frequency 3-Phase, 380 to 46OV, 50/60 Hz
Voltage Fiuctuattaal + 10%, -150%
Frequency Fluctuatiorr ±5%
_ Control Method Srne Wave Pf+ VV with full range, automatic torque boost
Frequency ncy Control Rrange 0, 1 to 400 HZ
as .
Frequency Accuracy Digital Command 0,01 %, Analog Command 0,1
; Frequency Setting Resrllufpon Digital Operator Reference 0 1Hz, Analog Reference O 06H (a 6OFla)
Output Frequency Resolution 0,01 Hz
Frequency Setting it to IOVDC (20iat(, 4- mA (25ofl) ,
Accei/Decet Time 0,1 to 3600.0 seconds (Accel/Desel erne setting independently; 0.1 Second)
ttraktr tg Torque Approximately 20
Number of V-f Patterns 15 Preset Vil Patterns and 2 Custorn
Motor Overload Protection Electronic Thermal Overload Relay t` T
instantaneous Overrurrenf Motor Coasts to a Stop at approximately 180 of Rated Output Current
Puse Protection Motor Coasts to Stop at Wov n Fuse
Overload Motor Coasts to a Stop after 1 minute at 120,E of Rated o Overvpitage Motor pVolta Output Current
_ — Coasts to a Stop it Converter Output _41 p
_ e exceeds 41 OVf�C (8,3CIVt3C at 48QV input)
t,tndervoftage � Motor Coasts to a Stop of Converter Output Voltage drops below User Adjustable Level
Immediate Slop after 1 arras or longer Power Lass" (ContinuousSystem Operation during Pourer
Momentary Power Loss
I; Loss less than 2 seconds Is equipped Standard,)
t Heatsink Overheat Thermister - OH1t 0I-12
atoll Pt°ovuraffion Stall Prevention at Acceieration/Deretrkration and Constant Speed Operation
,round Fault Provided by Electronic Circuit
Power Charge Indication Charge LED stays On unlit V/altage drops below 5uVtd
input Phase Loss Single`- Phase Prot tern
Location Indoor (Protected from corrosive dust and gas(
x
0 Ambient Temperature + 14 to 1041`l=l-10 to 40rC) for RtPMAI Typo (not frozen, -a 14 to 1 i a^r (•10 to 45 C) for Opeay Ctiassis, type
r ; Strrugo Tema OT ature _4 to 14W (-2010 60°C)
r0 Humidity ( 95 R (non -condensing)
--- ---------
Vibration 9,8 / (1Ot teas than 2Oz . up to 1,96mis' (0,2G) at 20...to 5Ot1

_ _.
Three-phase Input 1
ll ;
is -Pulse Ready_ r...
(4
Anaog Multi -function Analog Output
t,1
tuna _ PAC 0- 0 Vdc ( rnA)
Factory Cutting: Frequency y Output
1
o _m . � _,.,), 1 Forward Run
_ Multi -function Contact Output
Reverse t A up Vac/ 30 Vote
Factory Setting: Fault Output
c
S3External Fault _.. ,- __.....
C4 Fault Resat .
w_._. .-. i Muth -function Contract Cutout
S5ulti spud # f t A @ 250 tang 30 We
. Factory Setting, Merl Wput
Sf Sequence Common
Programmable
F
1 do Supply Futtcttcn
_ ,1 d f
FI aster Ref 4-
k. FC
Analog Common
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TO 17042550770 P.01
P. . BOX 1395, 700 SOM Nelwfl Road
cmc�w,inc.
Ma#hovA NO 2RI06
Phone: iTOW) W-4406, Fax: [phone]
BOB BARS
Company:
LEDFORD ENGINEERING
Phone:
704-255-7596
0-5-r
Company-4
Carotek Inc.
Phone:
a
Fax:
(864) 90-3218
Date:7-12-96
Pages including this
page:cover
Comments:
PP. PS- FOR KMG PROJECT
T
THE PUMP THAT WE PROPOSE TO FURNISH OIL THE
"RAFT" IS A GOULDS MODEL 18HMOS, SINGLE
STAGE VERTICAL TURBINE TYPE WITH CAST IRON, ABOVE GRADE DISCHARGE HEAD. THE PUMP WILL
BE DRIVEN BY A 200 HP., 1800 RPM, , t Pu , VHS, 460/3/60 A, OTOk
A COPY OF THE PERFORMANCE CURVE FOR THIS PUMP 1 ATTACHED,
CALL MWITH ANY OTHER QUESTIONS.

, 700 Sam Newefl Road
Matthows AtC 28106,
TiE
cm(3w,inc.
Phone: (Id4j i4l-4406, FaX: f704) 847-4486
To:
BOB BARR
Company.,
LEDFORD ENGINEERING
Phone:
Fax-
7- a-7 7
From:
I
Company:
CAROTEK, INC.
Phone:
704-847-4406
Fax:
704-847-4485
Date:
7/22/96
Pages including this
cover pm:.
Comments: -
8 ..
ATTACHED IS THE INFORMATION
THE VERTICAL PUMP THAT YOU REQUESTED
FROM PERRY HAMBY, PLEASE FEEL
FREE TO CALL IF YOU HAVE ANY'QUESTIONS.
THANK YOU:

JUL-2u-1996 10-25

r
GOULDS PUMPS, INC
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November 2"1� �
., C I��
r. Michael D. Allen, Environmental Engineer - a,
State Engineering Review Group
P.O. Box 29535
Raleigh, NC 27626-0535
e: Permit No. W00003193
Patterson Plant
Permit No.2
Moss Plant
Dear Mr. Allen:
In response to your letter of November 10,1994 concerning the above mentioned
permits please be advised as fellows"
t1 KMG Minerals, Inc. submitted an application under General
t rrrwater Permit No. NCG020089. It is our understanding
that the Moss Plant Site (Permit No. 25) is covered"
t2 Permit No. 2565 was obtained are January 18,1973 by the
Flings Mountain Mica Co., Inc, That company became KMG
Minerals, Inc. in January 1986.
i.
n March 4, 1981 Flings Mountain Mica Co,,Inc requested d
renewal ; t py r ear sai On March 2 `1 1 the f
of G e `"'� w�
Environmental Management advised that "As result of the
letter request and past continued compliance, Permit No.
2565 is hereby renewed by modifying expiration date t
read :until reginAO ....... KMG has received no further
correspondence concerning this permit, For your
§% convience i am enclosing copy of that letter.
y
z
P.O. Bozo 729 Kings Mountain,;l rth Carolina 28086
Phone (7 4) 7 - 616 Tall Free. lmt l ICE * Fax (7 I4) 7 -7 ',

pp --
Page 2
Mr. Michael D. Allen
Herbert B. Bierman
Adm. Manager
cc- Mr. Samar Bou-Ghazaleoo"'
Mr. J. Michael Duncan
HBB.-h

d.
DIVISION OF ENVIRONMENTAL MANAGEMENT
March 25, 1981
Mr. David H. Lancaster
Plant Engineer
Kings Mountain Mica Company, Inc.
P. 0. Box 709
Kings Mountain, North Carolina 28086
Subject: Permit Renewal
Permit No. 2565
Kings Mountain Mica Company, Inc.
Moss Plant
Cleveland County, North Carolina
Dear Mr. Lancaster:
As result of the letter request and past continued compliance,
Permit No. 2565 is hereby renewed by modifying expiration date to read
"until rescinded". All other terms and conditions of Permit M. 2565,
not herein modified, remain in full force and effect.
If ycu have any questions or need additional information concerning
this matter, please contact Mr. Gary Tweed of the Asheville Regional Office
at 704-253-3341.
Sincerely yours
erg
Acting Director
cc: Cleveland County Health Department
Stan Taylor
Infonnation Services
Roy M. Davis/Gary T. Tweed
P. 0. Box 27687 Raleigh, North Carolina 27611
An Equai Opportunity Affirmative Action Employer

DIVISION OF ENVIRONMENTAL MANAGEMENT
December 2, 1994
Memo To: Michael Allen
From: ;amar
e Gleason
Prepared By: Cha ale
Subject. Patterson Place
Recycle Facility
Permit No. W+ A 031 3
Cleveland County
The applicant, KMG Minerals, dishes to withdraw the renewal
application for the wastewater recycle system at their plant.
During a site investigation, it was learned that the recycle system
has never been installed and the need for such a system no longer
exists. Please find enclosed a copy of a letter from Mr. Herbert
Bierman, Administrative Manager for KMG Minerals, Inc., regarding
this matter.
If you have any questions, please advise,

DIVISION OF ENVIRONMENTAL
MANAGEMENT
_
4 �- a
nt ' ,
n McCaskill
From:
U, Rex Gleason
v v ,
""� paa ° d By:
y
Kim .: . bxCtl son T�"C�..
Suhject:
KMQ Minerals, inc.
Masz Plant
...
m, [.. 2565
PermitNo.
Cleveland a. t •' P :-�
_
P i e a .,:.. (
w..,lw".',ed t h e material
find
A. r.. inclosed
°t.t' o i , discussed
Kim Colson
concerning the amendment of
the subject
permit U's
include n
expiration date. It is r e c
o C�°tm it �; e ::
a. the.
hat
beissued
7
until April 3w.i 1995,
�y YmS. ry
is
t(1,,,
permit
::^5
c.R Ay
which
.: `Y n"
have of questions concerning
thmatfei-
advise,

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State of North Carolina Now
Department of Environment,
Health and Natural Resources 4
Division of Environmental Management
Jam" B. Hunt, Jr., Governor
Johathan B. Howes, Secretary
X Ptomri Howard, jr., PS, Director
146rbert B, Bierman, Adm, Manager
XMG Minerals, Inc
Pbst Office Box 729
Kings Mountain, North Carolina 1206
MW �
FF—In"
December 13, 1994
57ME
SEP 1 ;996
A, `SA
M 0 W
Subject: Permit No, 2565
KMG Minerals, In
Plant
Rescission of Permit
Return, of Name Change Request
Recycle Facility
Cleveland County
If you have any questions or comments on this matter, please contact Mr. Michael D, Allen at
[phone],
Sincerely,
�04-�j )Q�"
A, PrestrHoward, T. RE
tcw 4,-. )VkQ
CC' Mooresville Regional Office, Water Quality Section
J. Michael Duncan, Franklin Industries Inc.
Temit File 2565
General Pe it File NCG020089
Diane Williams "aburn, Facilities Assessment Unit
Fran McPherson, Budget Office
R0. Box 29535, Ralefgh, NoO Carohna 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmatwe Action Empbyer 501'-6 recycred/ 10% post -consumer paper

P_ STArt
T
State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James G. Martin, Governor Ann B. Orr
William W. obey, Jr., Secretary Re'anal' Manager
MEMORAMUM
TO -
FROM:
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
January 29, 1990
Don Safrit, Supervisor
Permitting and Engineering Unit
Forrest R. Westall'i-f
,fz 4;r ro,4
Regional Water Quality Supervisor
11_1\
James R. Reid
e Environment 1 mist
KMG Minerals, Inc.
Kings Mountain Mica, Inc. Moss Plant,
Non -Discharge Permit No. 2565
Cleveland County
Please find the following items attached:
1. KMG Minerals, Inc.'s NOV response letter dated. January 16,
1990.
2. DEM's NOV dated January 3, 1990.
3. DEM's Permit No. 2565 "until rescinded" renewal letter
dated March 25, 1981.
4. Kings Mountain Mica, Inc.'s Non -Discharge Permit No. 2565
dated January 18, 1973.
Due to the fact that the facility was on December 21, 1989,
operating their "non -discharge" type wastewater treatment facility in
violation of Permit No. 2565 and was creating a discharge in violation
of NCGS 143-215.1, the Regional staff request that Permit No. 2565 be
modified to expire at 5-year intervals. Also, note a name change from
Kings Mountain Mica Company, Inc. to KMG Minerals, Inc.
Thank -you for your assistance with this matter. if there are
questions or a need for additional information, please contact me.
Enclosure
Interchange Building, 59 Wwdfin Place, Asheville, N.C, 28801 9 Jelepjlone 704-2514Q08
An Equal 01)Txmunity Affin-native A( ion Employer

Mr. FODY M Davis, Regional Supervisor
Division of Environmental Management,
State of North Carolina
Department of Environment, Health, and
Natural Resources
Asheville Regional office
interchange Building, 59 woodfin Piat:4?
Asheville, North Carolina 28801
Re: Discharge to Dixon Branch,
KMG Minerals, inc.
Cleveland County
Dear Mr. Davis:
January 16, 1990
VS.
Your letter dated Ganuary 3, 1990, adaressed tc, Mr. flug,`,ri L;-4anc,':Isrer
ot this Company, has been referred Lo my office for reply.
immediately after discovery of Lhe discharge to Dixon Branch on
December 21, 1989, KMG Minerals, inc. took ali steps necessary to
end the flow and insure against any reoccurrence,
The problem arose after unusually heavy rainfall resulted in an
abnormally high water level in the recycle waste water trearmen't-,
basins located at our Moss Plant property. The discharge that was
observed resulted from the faulty closure in an emergency
discharge pipe. The defective item was immediately replaced and a,
proper sea! established so that the discharge observed was ended
immediately, We do not anticipate the need to employ this
emergency system aqain.
For your informaticn, FMG Minerals. inc. has already commenced
planning and work to.increa. e the holding capacity of the entire
system. This work inciades construction of addiLional freeboard
tkircoighcrat the system to substantially increase its capacity. T'r"L
the immediate futurp and as soon as plans can tee developed,
vp,-Iying for petmits to include this work. We believe
new construction will approximately double the holding capacity of
rbs system when it is compleoed.
We have reviewed our records and note that the permit covering tO-
Moss Plant (where the discharge wao observed) is Permit 42565.
This permit was issued Jamiary 1973. U was thezeafter reneweci
and, pursuano to the language ot the permit, in in effect untii
rescindQd'
P,O, Box 729 Krigs N.C. 28086 PHONE: [phone] TELEX: 703063
Your letter dated Ganuary 3, 1990, adaressed tc, Mr. flug,`,ri L;-4anc,':Isrer
ot this Company, has been referred Lo my office for reply.
immediately after discovery of Lhe discharge to Dixon Branch on
December 21, 1989, KMG Minerals, inc. took ali steps necessary to
end the flow and insure against any reoccurrence,
The problem arose after unusually heavy rainfall resulted in an
abnormally high water level in the recycle waste water trearmen't-,
basins located at our Moss Plant property. The discharge that was
observed resulted from the faulty closure in an emergency
discharge pipe. The defective item was immediately replaced and a,
proper sea! established so that the discharge observed was ended
immediately, We do not anticipate the need to employ this
emergency system aqain.
For your informaticn, FMG Minerals. inc. has already commenced
planning and work to.increa. e the holding capacity of the entire
system. This work inciades construction of addiLional freeboard
tkircoighcrat the system to substantially increase its capacity. T'r"L
the immediate futurp and as soon as plans can tee developed,
vp,-Iying for petmits to include this work. We believe
new construction will approximately double the holding capacity of
rbs system when it is compleoed.
We have reviewed our records and note that the permit covering tO-
Moss Plant (where the discharge wao observed) is Permit 42565.
This permit was issued Jamiary 1973. U was thezeafter reneweci
and, pursuano to the language ot the permit, in in effect untii
rescindQd'
P,O, Box 729 Krigs N.C. 28086 PHONE: [phone] TELEX: 703063

PPPPP"
Mr. Roy M, Davis
Page
We thank you for #_ a,i".c.i."1g to our attention zhe expiration of Permit
#4139-R. This permit covers property known as the Patterson Plant
Property, somewhat distant from the Moss Plant, and .1n r ec >.t'
years there has been no u t i.>.. ia t.. ,�`. a., of f ti e water supply at the
`.rt
Patterson ;"-:Y, Awever , a t terlearning f. h expiration ofthe Permit from your .
letter. it is " our intention to immediately
a
apply fora renewal of."x�uk? '�Ea.r,.t #ri 3` - `'.,.`' that the p:eri.,.P.t,: remains
in full force and effect in
t?„event e should determine
resume operations requiring
the waste water treatment ystem ,
This Company shares the concern of your
Department
water
t Via.. quality of harea. You may be assured of t.. : ix, r,+ i e(.
cooperation wherever necessary to attain that goal.
Iegal
cc: MsDenise Stallings
Cleveland County Health D§W a t.@tPen (,.,.

ppppppp�
State of or Carolina
Department of Environment, Health, and Natural Resources
Asheville Regional Office
James, G. Martin, Governor Ann B, Orr
William W. Gobey Jr., Secretary Ple0onal Manager
DIVISION OF ENVIROMMENTAt MANAGEMENT
WATER QUALITY SECTION
January 3, 1990
Mr. Hugh Lancaster, Vice President
KMG Minerals, Inc.
Post Office Box 729
Kings Mountain, North Carolina 28086
Subject: Notice of Violation
Unpermitted Discharge
KMG Minerals, Inc.
Cleveland County
Dear Mr. Lancaster:
mm
M
If KMG Minerals Inc. will be able to operate their process
wastewater treatment system without periodic discharges to Dixon
Branch, the Company should request renewal of their Non -Discharge
Permit Number 4139-R which expired February 7, 1988, by completing a
Non -Discharge Permit Application and submitting the Jug
application, fee (see page 5 of "Waste Not Dischargeto Surfiaoe 4.1500
Waters") along with a request for renewal of Permit N4tuber 413'T-ky, Ahle
Division of Environmental Management would view a whir "" c on 1 d
Z � 'It"
sustain a 25-year/24-hour rainfall event without dis�Hift-ging as
requiring only a Non -Discharge Permit. If periodic discharges from the
treatment system are anticipated, KMG Minerals Inc. must apply for and
receive an PDES Discharge Permit pri-or to making further discharges to
any surface or groundwaters. Application forms and materials
concerning both discharge permits and non -discharge permits are
enclosed.
111WtChAngt &Iddin g, 59 Womifin Place, Asheville, NC. )8801 * Tdephone AW251-6208
An Fquaf Optxottmky Affirmative AcIdon Fmphwer

A1116-
Hugh Lancaster
January 1990
Eye Two
Please contact Mr. James Reid at telephone number 704-251-6208
there are questions concerning applications orb either discharge or
non --discharge permits or concerning legal requirements regarding
treatment and disposal of ra tewaters. The Division of Environmental
Management will await a reply n erninc measures ures mple e+ r planned
to eliminate the unpermitted discharge observed on December 21, 1989.
Sincerely,
Roy I . Davis, Regional Supervisor
Division of Environmental Management
: Denise Stallings Cleveland County Health Department
,Sautes R. Reid

PPPP'"'
N. C. DIVISION Ot ttiVIROMM NTMANAGEMENT - WA11,,, QUALITY SECTION
REPORT OF COMPLIANCE EVALUATION ANALYSIS
Insp ti n/ vale ti*n _
I No V
Part A. General Inainra
Rai l i ty County c Date
Compliance with effluent limits #4 CD PP
Receiving Stream Sub asl rr t r
EQ
1S t " ,»
Class f Facility Major- MinorType of Plant
Ceimpliance: 14QS PT Secondary Permit YNA-_
Discharge Rating _ = Subbasin Patingu
Operator __ALJ&_CertMcation,. Numb rGrade
Part B. Permi it Data
Number Effecti va Pats Expiration Date
Permit Sc a d l a
, _ -, + . n _ � °, _ s _ x. w � � to .� �,.,#.,.-,�, "t z � L, �. � 6"9 - ass T! r> r• n Yre ra 3 i � 9�i a� ----�
monitoring Proqrm 40roved -by State
NIX
Part C. Self -Mont tort ng
Part D. Remarks
Current Flow A0_

ppppR"
COMi'4E
RE ,PIMENAT I
INSPEC'TION PERFORMEDBY:
SIGNATURE:
-A* DISCHARGE »_ P 1
LIMITATIONS I NEL U Et"iT EFFLUENT BASIN U P S T WE A!,,l DGWNSTREAM
ETTLEABLE MATTER 1
ISSOLVED OXYGEN
E PE AT R E
OTAL RESIDUE .
TAL PENDD�F Q RESIDUE E /l

�+' ✓ 7'.« 1. �,., n �
�.M-G 1469 S. SattlearotAnd Ave,
Phones
i
tqR3 Page —I— of —L SWjj5t4 Frorni DAVII) 4- LAW(*�k

In
p

State of North Carolina
Department of Environment, Health, and Natural Resources
Asheville Reponal Office
.a es G, Martin, Governor Ann B. Orr
William W. Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
TO:
THROUGH:
FROM:
SUBJECT:
January 29, 1990
Don Safrit, Supervisor
Permitting and Engineering Unit
Forrest R. Westalljrjz
Regional Water Quality Supervisor
James R. Re`d
Environment 1 emist
JAN
KMG Minerals, Inc.
Kings Mountain Mica, Inc. Moss Plant
Non -Discharge Permit No. 2565
Cleveland County
Please find the following items attached:
1. KMG Minerals, Inc.'s NOV response letter dated January 16,
1990.
2. DEM's NOV dated January 3, 1990
3. DEM's Permit No. 2565 "until rescinded" renewal. letter
dated March 25, 1981.
4a Kings Mountain Mica, Inc.'s Non -Discharge Permit No. 2565
dated January 18, 1973,
Due to the ' fact that the facility was on December 21, 1989,
operating their Trnon-discharge" type wastewater treatment facility in
violation of Permit No. 2565 and was creating a discharge in violation
of NCGS 143-215.1, the Regional staff request that Permit No. 2565 be
modified to expire at 5-year interval.s. Also, note a name change from
Kings Mountain Mica Company, Inc. to KM G Minerals, Inc -pig
Thank -you for your assistance with this matter._:sere"
oadditional questions r a need for additnal informaton i, pleasanof - AArfimma
Enclosure Intemhange Buddinjg,, 59 WxAfin Place, Ashe%,41e, N,(-", 28801 a Idephone 704-251-64NTRAi. Fj�,F, CrOPY
0
An Fqua� OP[N,111"I��N Aumrmat�,e A� rion hnr1,-,,,vr

, worldwide
AVITSTERALS,voc.
Mr. Roy M Davis, Regional Supervisor
Division of Environmental Management
State of North Carolina
Department of Environment, Health, and
Natural Resources
Asheville Regional Office
interchange Building, 59 aodfin Place
Asheville, North Carolina 28801.
january 16, 1990
R, -1E C., 7 711
Vh- 7 Q� !"�
AW
Askew—" 13
Re: Discharge to Dixon Branch
KM9 Minerals, Inc.
Cleveland County
Dear Mr. Davis:
Your letter dated January 3, 1990, addressed to Mr. Hugh Lancaster
of this Company, has peen referred to my office for reply.
Immediately after discovery of the discharge to Dixon Branch on
December 21, 1989, KMG Minerals, Inc. took all steps necessary to
end the flow and insure against any reoccurrence.
The problem arose after unusually heavy rainfall resulted in an
abnormally high water level in the recycle waste water treatment
basins located at our Moss Plant property. The discharge that was
observed resulted from the faulty closure in an emergency
discharge pipe. The defective item was immediately replaced and a
proper seal established so that the discharge observed was ' ended
immediately. We do not anticipate the need to employ this
emergency system again.
For your information, KMG Minerals, Inc. has already commenced
planning and work to increase the holding capacity of the entire
system. This work includes construction of additional freeboard
throughout the system to substantially increase its capacity. in
the immediate future and as soon as plans can be developed, we
will be applying for permits to include this work, We believe the
new construction will approximately double the holding capaci�y of
the system when it is completed,
We have reviewed our records and note that the permit coverinQ 7he
Moss Plant (where the discharge was observod) is Permit 02565,
This permin wao issued january 1973, 1; was rheroaf7PI, MWQMI
and, pursuant to the Language of the permit. is in e
rescinded.
MAY 14
CENTRAL FILE COPY
RCT Box 729 KO gs MountaiTi. N,C 28086 PHONE: [phone] TELEX, 703063

Mr. Roy i . Davis
January lt, 1990
Pace; 2
e thank you for calling to our attention the expiration of Permit
#413 -R, This permit covers'property known as the Patterson Plant
Property, somewhat distant from the Maas Plant, and in recent
years there has been no utilization of the water supply all -
Patterson Property. however, after learning of the expiration of
the permit from your letter, it is our intention to immediately
apply for a renewal of Permit # 1 >-R, so that the permit remains
n full force and; effect in the event we should determine t
resume operations requiring the waste water treatment system,,
This Company shares the concern of your Department to maintain the
water quality of this area,. You may be assured of our complete
cooperation wherever necessary to attain that. goal.
Sincerely,
M MIN'.
Herbert B. Bierman
Manager Legal Department`
HBB/drb
cc: Ms. Denise Stallings
Cleveland County Health Department

STAIZ
State of North Carolina
Department of Environment, Health, and tUral Res'ources
Asheville Regional Offi(-e
James G. Mat -tin, Governor Ann B. Orr
William W, Cobey, Jr., Secretary Regional Manager
DIVISION OF ENVIRONMENTAL <MANAGEMENT
WATER QUALITY SECTION
January 3, 1990
Mr. Hugh Lancaster, Vice President
KMG Minerals, Inc,
Post Office Box 729
Kings Mountain, North Carolina 28086
Subject: Notice of Violation
Unpermitted Discharge
KMG Minerals, Inc.
Cleveland County
Dear Mr. Lancaster:
If KMG Minerals Inc. will be able to operate their process
wastewater treatment system without periodic discharges to Dixon
Branch, the Company should request renewal of their Non -Discharge
Permit Number 4139-R which expired February 7, 1988, by completing a 4 'U
Non -Discharge Permit Application and submitting the I Ul no
application fee (see page 5 of "Waste Not Discharge t ade
Waters") along with a request for renewal of Permit 14 mbet he
Division of Environmental Management would view a s I whi i- c o U
sustain a 25-year/24-hour rainfall event without disc '4rging as
requiring only a Non -Discharge Permit. If periodic discharges from the
treatment system are anticipated, KMG Minerals Inc. must apply for and
receive an NPDES Discharge Permit prior to making further discharges to
any surface or groundwater ., Application forms and
concerning both discharge. permits and non -discharge pea mi-ta."
enclosed. iAi�
Itumbangr Budding, 51) %VKOm Phcc, Ashmflt, N(_ 28801 * -1dephoric 7042516208

Hugh Zancaste
January 1,990
'age Two
Please contact Mr. James Reid at telephone number 704-251-6208 if
there are questions concerning applications for either discharge or
non -discharge permits or concerning legal requirements ent regarding
treatment and disposal of wastewaters. The Division of nvironmental
Management will await a reply concerning measures completed or planned
to eliminate the unpermitted discharge observed on December 21, 1989.
Sincerely,,
Roy M. Davis, Regional Supervisor
Division of Environmental Management
Denise tallings, Cleveland County Health Department
James R. Reid
ri
Y 14
CENTRAL FILE COPY

Water Quality Division
Western Rep
pomai ot l
Asheville, North Carolina
Mr. Dayid H. Lancaster
Plant Engineer
Kings Nountain mica Cowafty, Inc.
P. Sox 70,9
Kid tails, North Carolina 29086
subject*. 0ormi t Renewal
Permit No. 2566
Kings Mountain Mica Company, Inc.
Plant
Cleveland nty, north Carolina
Dear . st r
This Division is in receiptof your 14arch 4, 1981 letter requesting
renewal of subject Permit No. 2566. Permit No. 2665 was issued Kings
Hountsin Mica Companyv Inc. on January IS* 1973 for the operation of
series of is solids settlingbasins and the rouso of the treated
process wastewater. Past inspections of the facility by Divisi
per-
sonnol indicate that the facility is beingproperly operated and it i
Compliance Permit
As result of the letter request ottd past continued compliance,
Permit . 266S is hereby renewed by: inl i` ti date to read
*until roscindW. All other terms and conditions of Permit No. 2566,
not her*in modified, remain in full forte and effect.
1f you;ha sti s or head additional information concerning
this matterp please contact Mr. Gory Tweed of the AshevilleRegional Office
at 3-3341.
Sincerely
Original Signed 8
HELMS
Robert F. Helms
Acting Director
cc: Cleveland County f4althDepartment
Stan Taylor Il.
Information Services MAY
Roy X. Devi s/Gary T. Tweed
L FULE b. F

NOR'I'll CAROLINA
NAITRAL AND ECONOMI("' RESOLJR(,ES
DEPARI'MEN'l' 01�
OFFICE OF WATER AND AIR RESOURCES
Raleigh , North Carolina
PERM I T
For the Discharge of SeNvage, Industrial Waste%, or Other Wastes
In accordance with tbe provisions of Article 21 of Chapter 143, General St�atutes of North Carolina
as amended, and other applicable Laws, Rules and RegulatiorLs
PERMISSION IS HEREBY GRANTED TO
Kings Mountain Mica Coupwy,* Inc.
Cleveland County
FOR THE
"ration of an existing 18—acre closed .,,astera' ar system,, consisting of process
waste gping into a clay solids settling basin using lime precipitation, the effluent
has alum added to clarify the effluent In another section of the pand,, the overflow
goes to a spring fed fresh water lake for plant rouse water. There is no normal
overflow to Dixon Branch.,down stream from this operation'.
in accordance with the application received 1971- , and in conformity with
the plans, specifications, and other supporting data, all of which are filed with the Office of
Water and Air Resources and are considered a part of this Permit,
This Permit shall be effective from the date of its issuance until 144-As J977--, and
shall be subject to the following specified conditions and limitations:
GENTRAt 1`14'
Permit issued this the day of A
By
2565 F1, C, Hubbard., Assistant Director
Permit No. Office of'Water and Air Resources

State of forth Carolina
3epartrnerll of Environment, Health and Natural Resources
Division of Environmental Management
l? North Salisbury Street . Raleigh,,North Carolina 27 1
Janics G Martin, Governor
WAlatt,r, V,1: Coblcy, Jr., Se—cretary
Ninflerhert Bierman, Mgr,, Legal Department
KMG Minerals, Inc.
P.O. Box 72
Kings Mountain, North Carolina 28086
Dear Mr. Bierman:
This is in reference to our tel
Please forward the following inforn
1. A completed nondis
2. A $250.00 permit
North Carolina 1e
3: A copy of the Ar
Mountain Mica Cor
If I can be of any assi
1 /733- 083, ext. 540.
cc Asheville Regional Office
mt File ";
George T. EVereLt„ i'l,_l .
Oixectttr
Subject: Renewal d Name Change
Permit No. 4139R,
Formerly Kings Mountain Mica Co
Cleveland County
phone conversation on this elate conceriting the subject permit.
ation to my attention at your earliest eemiertee.
hare permit application (enclosed).
ipplieation fee, enclosed for your reference is a copy of the
elation's for Waste Not Discharged to Surface 'waters.
ieles of Incorporation and Change of Names from Kings
pany to KMG Minerals, Inc.
hce to you 'concealing this matter, please contact me at
Sincerely,
Al -
Carolyn McCaskill
t
,5 tM
Pollution Prevention Pays
M, Box 27687, Raleigh, Nortli Carolina ° 7 11-76 7 T lzpl anc t -'73 -701
An Equal Opportunity Affirmative Action Employer CENTRAL '

NON NPNES FACILITY AND PERMIT DATA
UPDATE OPTION TRXID SOD KEY" WQ0003055
PERSONAL DATA FACILITY APPLYING FOR PERMIT A P/PE I'T 'EE REGION
FACILITY NAME>1. _ > G MINERALS LINT '> CLEVELAND 3
ADDRESS: MAILING (REQUIRED) ENGINEER
STREET: EG BOX 709 STREET: PC BOX 709
CITY: KING MOUNTAIN ST NC ZIP 28085 CITY: KINGS MOUNTAIN ST NC ZIP 28086
TELEPHONE 704 '735 3616 TELEPHONE:
STATE CONTACT> MGC:A KILL FACILITY CONTACT HUGH LANCASTER
TYPE OF PROJECT> RECYCLE SYSTEM : LONG:
SATE ;PAPP RCVD, Q /05/90 N=NEW,M--MODIFICATION,R=REISSUE> R
MATE ACKNOWLEDGED 02/07/90 DATE REVIEWED RETURN DATE
G COMMS ' GDATE DENIED ` NPDES
.EG COMM R a, / 0 DATE RETURNED TRIM MG
Apia INFO REOS OT AG COO REQS f ? TRIB DATE -
ADD D INFO RCVD OT AG GG+M RCVD,1
END STAT A P P 5 90 DATE ISSUED DATE EXPIRE
r�
FEE CODE( ) I= (> .MG ) , (>l D) , 3= (>1 G ) , ( lKGD SF) , ( >3 0 ) , (S 3 4A) ,
7= (SENNEL) = (SELEL) , 9= ( G) , G= (NG FEE) DISC CODES ASN/CHG PENT
NG G RT DATE LAST NOV.ATE GONEILL ( )
GG ITS ; Ad Yak s .,( -�j - ra
MESSAGE: * * ENTER DATA FOR UPDATE
f
Ali
T,
e from
V, y y), f a yvu I
g
," AJF
w
MAY
ti
"N 'r, _.

RECYCLE SMEM nRmff
In accordance with the provisions of article 21 of Chapter 143, General Statutes of North
Carolina as amended, and rather applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
WVVM
VVYYM County
pI
` K
eonswdefiaomand. operation of WVVWW to servewith no discharge of wastes to the surface
waters, pursuant to the application received VWW and in conformity with the project plan,
specifications, and rather supporting data subsequently filed and approved by the Department of
Environment, health and Natural al Resources and considered h part of this pertrait.
This permit shall be eff ti the date of issuance until , shall be subject to t 1
the following specified conditions and limitations: "r �
1. This
c+ permit shall become voidable unless e facilities cans cted in acc�ordY ce with
the e
conditions of this permit, the approved plans, specifications, and other supporting
data.,.
. This permit is effective only with respect to the nature and volume of wastes described in
e application and other supporting data.
3. ne facilities shall be properly maintained and operated at all times.
. This permit is not transferable* In the event there is a desire for the facilities to change
ownership, or there is a name change of the Permittee, a formal permit request roast be
submitted to the Division of Environmental Management accompanied by an application
fee, documentation from the parties involved,and rather supporting materials as a be
appropriate. e approval ofthe request will be considered on its merits and may or may
not be approved.
tT n com le 'ran of cons ,ction and prior t peratioJno
'this pe tt facili `, a,
ce "fication ust recei r from a rofessi engine°Bing at the uteri
ility has been installe in accrr ante wi this pe the ap roved pl and
pecificatir�is. ail the ertif icati try the ernmits and/ ngi a
, 7og7, Raleigh, NC 276 1.
In the event that the facilities fail to pe iform satisfactorily, inc� udii4Yt n
nuisance ce conditions, the Pertifittee shall take initnediate co ctive action, including those as
r-.1 `FILE 09PY

may be required by this Division, such as the construction f additional or replacement
wastewater treatment or disposal facilities.
, The e i al t ffice, lr ne no ' ..:,` shall be n�f�ied at ast`
f;y eight hours ink d°vance f o xation oi& installed f c lines s tat an in lade
inspection can be made/Such not fac tion to theregional supervisor shall ader uri
the normafoffice hours from 8: '' a,rn. until :00 p.m. on Monday thr uh id y„
excluding State Holidays.
The ludge generated from thek treatment facilities must be disposed of mi accordance with
General Statute 143-215.1 and in a manner approved by the North Carolina Division of
EnvironmenW Management.
°The issuance of this permit shall not relieve the Permittee of the responsibility for damages
to surface or groundwaters resulting from the operation of this facility.
w
� s �
r,
k
1 Failure to abide by the conditions and limitations contained in this
Pertnittee to an enforcement action by the Division of Environrn t
accordance with forth Carolina General Statute 143-215.6. A it; )
1
J 1 Y. The issuance of this permit does not preclude the Pe ; `ttee from CoFn l ing with any and
copy

all statutes rules, regulations, or ordinances which may imposed by gather government
ment
agencies (local, state, and federal) which have jurisdiction.
MH