NC0020036_Regional Office Historical File Pre 2018 (4)

,JILLY
SOC Priority Project : Yes_ No X
• -' If Yes , SOC# :
To: Permits and Engineering Unit
Water Quality Section
Attention: Susan Wilson
Date : November 15 , 1994
AUTHORIZATION TO CONSTRUCT
NPDES PERMIT
REPORT AND RECOMMENDATIONS
County: Gaston
Permit No . ACB020036
PART I - GENERAL INFORMATION
1 . Facility and Address : Town of Stanley WWTP •
Post Office Box 279
Stanley, North Carolina 2816 +
2 . Date of On-Site Investigation (if conducted) : N/A
Report Prepared by: Kim H . Colson , Envi.ronmer. ::al Engineer I
Persons Contacted and Telephone Number: N/A
Verified Discharge Point(s ) . List for a' l disc:large points '
Latitude : 35° 21 ' 46" Longitude : 81° 07 ' OC "
At. t.:ach a USGS map extract and indicate , reatm it fac Llity
site and discharge pcint on map . Ensur disc: .irge points '
ccrresponds to NPDES permitted dichargL points) .
U . .3 .G.S . Quad No . : F14SE
U. s .G . S . Quad Name : Mount Holly, NC
6 . Site size and expansion area consistent with application:
Yes .
7 . Topography (relationship to flood plain included) : Moderate
sloping ; the WWTP is not located within the 1CO year flood
plain .
C . Location of nearest dwelling : One dwelling is located
approximately 300 feet from the facility ; however , a housing
development is planned for land adjacent to the WWTP site .
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . Existing treatment facility
a . Current permitted capacity of the facility: 0 . 50 MGD
b . Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
(2) years : N/A

Page Two
•
c . Actual treatment capacity of the current facility
(design volume) : 0 . 50 MGD
d . Please provide a description of existing or
substantially constructed wastewater treatment
facilities : The existing WWT facilities consist of a
bar screen, mechanical screening (inoperable) , aeration
basin with mechanical aerators , secondary clarifiers ,
chlorine contact tank, aerated sludge storage basin,
aerobic sludge digester , and sludge drying beds
(inoperable) .
2 . Please provide a description of proposed wastewater
treatment facilities : Proposed WWT facilities consist of
two aerobic sludge digesters , an aeration basin with
mechanical aerators , mechanical bar screen, and
dechlorination . The size of the existing sludge holding
basin will be reduced to accommodate the new aeration basin .
The existing aerobic digester will be abandoned . The
existing influent screening and flow measuring devices wi'_ 1
be abandoned .
' . Rysiduals handling and utilization/disposal scheme :
a . If residuals are being land applied , please specify ?M
permit no . : WQ0002081
Residual Contractor : AMSCO , Inc .
Telephone No . : (910) 766-0328
b . Residuals stabilization: PSRP X PPRP Other
c . Landfill : N/A
d . Other disposal/utilization scheme (Speci_y) :
T: eatment plant classification (attach comple':ed ra;:ing
s'aeet) : 0 . 5 MGD - Class Ii , 1 .4 MGD - Class "II
5 . S:C Code(s) : 4952
Wastewater Code(s)
Primary: 01 Secondary:
Main Treatment Unit Code : 05003
6 . Important SOC, JOC or Compliance Schedule dates : N/A.
PART III — EVALUATION AND RECOMMENDATIONS
The permittee , Town of Stanley, has applied for an
Authorization to Construct for expansion of the existing WWTP to
1 .4 MGD . The NPDES permit is in the modification process at this
time and no increase in flow has been approved. Any increase in
flow granted in the NPDES Permit should be limited to the design
capacity of the existing treatment works that will not be
replaced or expanded.

Page Three
t 7
The existing facility was originally constructed for 1 .4
MGD ; however , the Town modified the WWTP and reduced the capacity
to 0 . 5 MGD .
The plans and specifications have been reviewed and the
following comments are offered:
1 . Standby power should be required since the facility
discharges into WS waters .
2 . The clarifiers may not be adequate for a design flow of 1 . 4
MCD . The overflow rate given in the calculations is 730
gal/ft /day. Metcalf and Eddy, Wastewater Engineering,
suggest a range of 200 - 400 gal/ft /day for the extended
aeration process . The calculations do not specifically
state that the design is based on the extended aeration
process ; however , 24 hours of detention is provided
• suggesting the extended aeration process is used . The Town
should provide justification for the high overflow rate .
Also , no calculations were provided for peak flow
conditions .
3 . Mixers may need to be provided in the aeration basins . The
Town should provide calculations showing the gloating
aerators are sufficient to provide adequate m' xing.
The chlorine contact tank provides minimum contact time ( 22
minutes) ; however , it does not take int , account the
placement of the de-chlorination faciliies a` the end of
the tank . Also , since the expansion is consiered "new" ,
duality should be provided for thy, chlorine c.,ntact tank .
It is recommended that the plans and specific::.tions not bi-
ipprov.ed until the above mentioned comments are ad '.ressed .
Signature of report preparer
/9, I
Water Quality�eionaSupervisor
/l /7 1
Date

State of North Carolina \1v
Department of Environment,
Health and Natural Resources '�v7
rrerrA
Division of Environmental Management
wifr
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary [ )[ H N
pp(s A. Preston Howard, Jr., P.E., Director N.C. DEPT. OF'
S\� )\ ENVIRONMENT, HEALTH
+ & NATURAL RESJURc'-S
4\V 'y
November 7, 1994 140 9 19g,^.
MS GAIL BOTHERTON ,.
TOWN OF STANLEY DIVISION OF ENVIRONMENTAL MAN
PO BOX 4779 MOORESVItLE REGIONAL OFFICE
STANLEY, NORTH CAROLINA 28164
Subject: Application No.ACB020036
Town Of Stanley
Authorization To Construct
Gaston County
Dear MS BOTHERTON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on October 31, 1994. This application has been assigned the number listed above.
PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING INQUIRES
ON THIS PROJECT.
Your project has been assigned to Susan Wilson for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office,copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions,please contact Susan Wilson at [phone].
Sincerely,
ftLL CO, ) -cCV
1
Dave Goodrich
Supervisor, NPDES Group
cc: Mooresville Regional Office
Meps Associates
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

X/1->n&)
�- 2903E
MAYOR N.C. DEPT. OF e#1own of ctafh, TOWN MANAGER
Gail R.BrothertotwiRONmENT, HE 4LTH,
COUNCIL & NATURAL RESOURCES ESTABLISHED NOVEMBER 14, 1855
POLICE CHIEF
Hollis P.Grindstatt "col 9tEcnd1y Place Donald R.Davis
Eugene G.Thompson Nov 14 1994
Margaret S.Green October 27, 1994 FIRE CHIEF
Daniel K.Hawley Anthony Ballard
George T.Moore pr___1 OF ENVIRONMENTAL MANAGEMENT
MOORESVILLE REGIONAL OFFICE G_ O 16, 20
N. C. Department of Environment, Health
and Natural Resources ( IF
Division of Environmental Management
P. O. Box 29535
Raleigh, North Carolina 27626-0535
Attention: Permits & Engineering Unit
Re: Authorization to Construct
Wastewater Treatment Plant Expansion
Town of Stanley, Gaston County
Permit # NC0020036 ,
Gentlemen:
The Town of Stanley is requesting review and approval of plans and specifications for the expansion of the Town s
treatment plant. Enclosed we are sending four (4) sets of plans and specifications and supporting documents. They
following documents and confirmations are included: a
c
.n
1. Application Fee (Check for $200.00).
2. Final Plans.
3. Contract Specifications.
4. Final Design Calculations.
5. Copy of letter to Mooresville Regional Office requesting approval of the proposed operation methods for
operating the existing treatment plant during construction.
6. Section 404 Permit documentation.
7. Copy of letter to the Division of Land Resources, Mooresville Regional Office, Land Quality Section, regarding
approval of soil erosion & sedimentation control plans.
8. This project does not involve any encroachment on NCDOT, Railroads or other utility easements. All properties
involved are already owned by the Town.
9. There are no public or private potable water supply wells within a 100-foot radius of the site. All water lines
on or near the site are shown on the drawings.
10. Copy of letter confirming history of power outages at the treatment plant.
Please advise if there are any questions.
Sincerely,
t1 .
ci,ck
Gail R. Brotherton, Mayor
Enclosures
cc: Mooresville Regional Office
POST OFFICE BOX 279. 114 SOUTH MAIN STREET•STANLEY, NORTH CAROLINA 28164.704-263-4779

T ) 94/22it) -1
��,$T Op .`If .
DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT,CORPS OF ENGINEERS
klbskftwigedi
P.O.BOX 1890
WILMINGTON,NORTH CAROLINA 28402.1890
" II REPLY REFER TO September 14, 1994
Regulatory Branch
Action ID. 199403447
Ms. Gail R. Brotherton
Town of Stanley
Post Office Box 279
Stanley, North Carolina 28164
Dear Ms. Brotherton:
— Thank you for your recent request for our comments on the proposed
expansion of the existing wastewater treatment plant for the Town of Stanley,
Gaston County, North Carolina.
•
According to the information provided, all the proposed work would occur
within the confines of the existing site and no work would affect the waters or
adjacent wetlands of Mauney Creek or its tributaries. As such, no Department of
the Army permits would be required under Section 404 of the Clean Water Act.
If your have any questions, please contact Mr. Steven Lund, Asheville
Regulatory Field Office, at telephone (704) 271-4857.
Sincerely,
G. Wayne Wright
Chief, Regulatory Branch
Copy furnished:
V. . M.L. Wolfe
W.K. Dickson & Company
1924 Cleveland Avenue
Charlotte, North Carolina 28203
--1 -
3
1
)
1
1

• .
O. • P • ASSOCIATES, INC.
5715 Monroe Road
Charlotte, N.C. 28212
[phone]
Fax [phone]
October 27, 1994
Mr. Mike Wolfe
W.K. Dickson & Co., Inc.
1924 Cleveland Ave,
Charlotte, North Carolina 28203
Subject: Stanley Wastewater Treatment Plant
Dear Mike:
Please find the attached three year power outage history. The attachment -
indicates the date, time, duration, and the cause of each outage. As you can see _,
there were six outages of which the longest outage was just over one hour.
If you need any further information please let me know. :.1
Sincerely,
M.E.P.S. ASSOCIATES, INC.
L& `IIII '
X
Ron McKinney
•
RBM
ENGINEERING CONSULTANTS
MECHANICAL ELECTRICAL PLUMBING

.iu' ,, vy 14.4U UIv1 JVVJ1Jv VYCU (iAST kJ, !. �J GI/2.
•
From: JDR5001 --PRDC Date and time 10/27/94 14 :21:34
To: RSC5001 --PRDC .
cc: JDR5001 --PRDC
FROM: JEFFREY D. REYNE : THREE RIVER AREA ENGINEERING
GASTONIA OP CTR / PE: 8-866-5102 / PAGER: 8-777-6607
Subject: STANLEY 1201 -OUTAGE HISTORY
SUE, PLEASE FAX THIS 3 YEAR OUTAGE HISTORY FOR THE STANLEY SEWAGE
PLANT TO TEE FOLLOWING NUMBER THIS AFTERNOON.
ROB MCKINN'EY - 704-532-9673
IF YOU HAVE TROUBLE HIS PHONE 4 IS 532-9473
DATE TIME DUR DEVICE CAUSE
JULY 31,1992 0 9 :13 1 :0 2 PRIMARY FUSE ANIMAL
JULY 31,1992 13:45 0 :30 PRIMARY FUSE UNKNOWN
OCT 14,1993 09:41 0:09 STATION BKR UNKNOWN - ON 1 SHOT FOR WORK
MAY 4,1994 08:13 0:55 PRIMARY FUSE SLACK PRIMARY CONDUCTORS
JIM 16,1994 20 :03 0:45 RECLOSER LIGHTNING
I'LL TALK TO JOE ABOUT TEE EXPANSION FROM 4 0 0AMP SVC TO 1000 AMP SVC
NEXT WEEK. CALL ME AT 866-5102 IF YOU HAVE ANY QUESTIONS.
THANKS, JDR

� I
al-cunt UJ CUTP
Des cL1/410,4-1 ;As
V 11J (kA De. s i v\ l�, cam4--o.
TN 'FLuT
rFLoc.J I, 4- MAD
✓) 3 oo me /.Q._
TS 5 Zoo ,rn �1L.
N H 3-1.J - z o ,-�-C-
-130D 8 ma,be_
Tss So M-/�
t-} 3-K1 2,o n\ 1,e_ .5(.4rnmc)r,
6, 2 'mod/ - ir
•
ec o.l Cot 4 rrn Zoo - -//OcML "'
C 1 . Zo Nit

•
r I
Peo e-✓AL lit X T 10
- ! (� = �t�d w S4-1 _[ .fie..
,... (o.6 )(I. LO ( 3oo rycji.e — 1 s ma/a _x 8,34)
O.(o % 14, 'aAsin) .Colic. x E'er. 3
SR - = I d2 - ��
_ 3sco mD�e ems.. x 4 SI /1')lv
l z, 77v CPS x D. 673 4. alsw ac.JC
Jq D4ys
//'\A = 6 ,+ IUI.�,ID) ( 30o /c m B D) (s3q )
(360o MO tACS.S 7( _,_. 3)(/ 5/ A46)(8, 3_4__)
= a IJ

t �
DesA L) A-cAt
30D
Us--stc,L) cLocx) = I, 4- MA
ru Fc &)D _ ace
o-D _ N1r,t ) (3 ov M8-/12.)(6 . 3 4)
= 3S03 ( bs
Ts5
TNJ cc_ ss = Zoo ma,/,Q.
sS ' 6 q t1/440_) ,,b., tc)(e,,34)
- Z, 33s los
N1+3- N
tJ 143 N = ( .4 Anp-/Q)( zor& / ) (& . 34)
Z3ci
A halo N BAsoJ5
VoLtAMe = i .4 Z NA6-7
- l �-}P n o 6. L OUIE - )(yx))
1, ilit6t) x Zc4- 1+le/DAlij
Zq. 3 hp_s

. .
Aercx.-4-
rwcp_____Aa& Itaz
0
1 ,4o - a4zz. = 0. 975
-
300 matt
" 01-13-1J ZO *It
02 RebIci I lb, / ( OD
4 s& 65 / it 04 3-k)
6) a Li 11-2-vb
5/ ( oc-lD 3ooqt
4_,cp " 14. " K aoit g " =
4379 4- 1674 e 3 1
2 _ Afz2ctie_ _
Oxyjen Trars-P{ iarte_ /. 1 , 4"evt-g)v-e_
11101ACL) Z 7 p
si-J(..- st-Jc e
126,--3s =
oittaz
' ,14(co 1.4 k 12(0= 38 663 BHP

gbil9 (3115-1
6? 91NgL b •
-1V9 i) (Gni S / G) ii
1.4 IgL
2
I •
14'qr_ -rz_.ogp
Loy- _R90117S
2LY-Ni 2Z17'0 =
_9(11S 11 FOC71 -
-1 t=
‘91
-- 391°3\C4 --a1F)n
0_\_ -0 QJ
yl F)1:0 1_18 -0
44.1TrççhL SVq_
- flCflcruaN

I
• •
joThLk)0 LA,LitA 15- 0
"Ftt/*Stk.) =-- ikAL-2
-ila•N\ct;(*\c U0.1_14m - Q
S1Lç =-
2.(160 978 0, 424
ICMl
_ _ _

,
• .
ftrsi _ _
VolarAe.
5174. CFJ_B_A-s. 113 _
LS 745)(z)(7, 48 tr)(24 e(i)Ato
t•M-1
I. 47 ke
tue-o
zacr5 = 1 . AA,K
(Cgo FrXz.)
-7 I i) T7o C,PD/Fr
s . -BAsio Pee•A = q&c.) sF/ aAsik.)
_x-7/47e" I 4 KV-ND
-060 5 PXz)

CIA-to€.‘0E Co1.3?-cT
No . 4:3 1c t U S
VoLu.mc
4,_1-7-3. CE
DeTet3`no 0 4 1"1 C
-- -- -- - -- -- (114 tutn)(I► I- cpsjga)(po)-
G' h1 7 maji. _
CA-P 2oo I bs/D4y
0 .4 kotr-, )(e,.34.)

r �
Uecert*.___ tt-T2 A TI O e-D Ll.c-n
Cier(96 Lc- Yraces
kfA,-+ . C s_ @ Teme evo--tu -t„
40 (Lc)
tio_10,4at $44.ced
a- tvvia o 8 0 - ---
ekC5e ct, +c t,'Z O1' ki ker
ARcc,A (L. ti c.1.),:ack.,k
4?‹- 2 - ke.$ 11 -c{ av\
adctt-4,�nv\ Zz ha5 .
Roce .5 S ICE L) FLcAT_c,_...y Z&VcLC PAT N O6EiV5 _
TD)
er b cL D
C e_ b c 1_8 s (Lk)/ g_ i t tc
ck r_ or c c ( cY.- 4o__cLco @ tee
(68 F
o�-�-� _Zoo dc, c ( 5 0 f

Te/Ae__0_\ce+ c_cAl_scaue Prod ur.47.02r
- Co5 per 16 3OD
-\-Zetc\c)_\mci
tvtc,t) 40218(0 — Lall€78,
12Ocs
-G PD SI 4-0 Wathe
0,_257› Cszl_s____Coinceo-ivakovi
22w ( */(1 = PL
0 , 3
•O. ooe
7-3-600(49
604572A105
"Pice_54-ctr.
27 _0(1 _____CcYL.c-en,4>ra.: 1/1 / 1'4
7711..c..5 r
eZ_00 = /9 ri/4
0. 3c(
r.) /3/?0 x 6 0 -= 79/ 7 6/9s
`()

. .
2e01.....;r-etne Af
- O.5 'T:SS _p txced 43(40cl
(Soo InAltiV .5 IL 73sAtO(8,34%1,40
1-751
>cdtrrve... I T-SS 1,;\ Cia r r-ekcit)
7 .6) t
zoqcts GPO
— - —
00(Lui_16IijZ Ok.(_i Z— Pk,S.)
= I -71 2- WC?
OZCfqS
_ 57 DAys
Assurne. a-f- 1Y1
cf\ r(S)_ GLIh___ell -70% 0 so Cel_s_ci re VOiq
GQ% al V55 will occur _ _
VSSr = 1751 112 >4 7070 eso70
(.19 13 I Vs's ,e/ciadi

•
zIb vss,
- 02_ i c. d_ = 6,213)(2 osoC165):•-(2-oues)
= 1_1_6s
(no,vul I X 2.iiaNic.IPLA4
-4 1 24- 165 CVDAy

sp as -0s
)moo \o sroa vo,trAJ-41
(i ' 1
off'O - (7)67,5 arv ) 3\6 12
� 1N Z/L 'i
s L 2 x --)tlY OCJ 1 /°2s g _
*6 9 z x cicr 5 , Fi x :1E:4.06
= sus - o � _ �o
z wcs C+_ SA i s>C,Q • 2 2
•
YV Z •/ 0P - E
W _ ow _ �
A ra/911 G *-t? S/1-tiC G•VE Crc117-) CjEij
- -?3? '"

(
..._ S Pe 'D 8-22-94
1Z p rn "TD1-1 E.4. ._._...
( ) CA-acry
___.._ ......._ --(X)
..... . .
_ WPLSTW S
- o 6 pryl)
ke- ,_, --
NumP
1180
1050 . 37 ' 345
4,7 cyj
32:
4L%
.• 035--
-414/0 P1414 fiaNI- . •
4CC) GI 0 tyl e re
4/ ' t e
Ycle- SI.,,a,d
(c)..-- ) r‘-- - ale p,
ic... ......1
7 39 .7 ±
. 5 ' i'l 54 0
_ 4 %
___..._. 380
---±Luo
,,,„
P-'miaa____ 47 •
7 2.0 6.510 10 e , 4 Tin
fazraltd
.....) „, ' mi.] G
//60 it9Pli
1
._ .
..,
. ..
_..., _.-...... ..•-

PUMP:. . . :: ;:..:,;:;::.;.>:..:.;;::...:; ;,.?:::.:::.:.:.:::::;,?•.:.}}:•:.:..:.:.?:.:::,,::..?:;:,.:
PROJ
22-Jul-94
03:44 PM
DESIGN FLOW 150
C-FACTOR 120
LINE SIZE(IN) 6
LINE: WASTE SLUDGE FM lig
EQUIVALENT LT OF PIPE= 1,032
STATIC HEAD- MIN 0
- MAX 25
TOTAL HEAD (TDH)
MIN 0
MAX 28
: ..:..
............
'" r
r{fi:i::.:iii?:}:4}}:}}:iY yr }i:•ii.�:::.i:^::.:::r:?i::i:.....................:::v:::::.�:.�.v::::::::}'v.�:'ii•:+{.}:?:•}}:L•;!•}i?;{v}.. f.v-... v..x::: .::ry4i' 4}:........ ..:::.:}:i5r:.....:.....: .f.::v::.}:�.....:1.. .:fr•Yf/'• Fhiri}'•
iy.;.iiir:;�j •r.}r.:.; rs;,.;':<y<:;; :.o/a :#t::r::f:•rx:i:.v
't2k.... $[�%>�1 :i:.:`}:f'� ta:,Yr,.'.'i�,};}�,.j�r��y-GC,.-:.ra-: ?��{�.� rr.n.�i!?.'•>:.•:.`..;f y.
..i:::.::..:.. •::��...... :.:id. r: :-.I�IwR'i�.F:••�>;:i?:;hr,�.:: '.;;xr•:>:.:::x•:.:,,/`7.,fix;�+�
ri:�'i:i}^.,:ii'i;;;n?}?:y::•i.':i:iiri:ii:::i:'i}•;n;:?:!yi:j n/i.v.:..........:.:.:�:n�IX•i:.}ii:G
�:f4iY:ri%v':ris}}`.:iii:i:::i:::•: i�:i{.:::.}.}:?::....
.....is?:/i�i:i:'ii'::}:iiJi'�v:iJi:}:iii}iii�}:ii:4ji};itiv:tii�i?i:iy'{i:}:::}};}?i..
:...:r:::r::::::.:r.M::r...:.i:;,;oi:..}:;•}?}}}}.::,:,.,r...;r... ..-rrr.:r......v:..r...
44.2
0 0.00 0.00 0 25 0 25
25 0.09 0.10 0 25 0 25
50 0.34 0.35 0 25 0 25
75 0.71 0.73 0 25 0 26
100 1.21 1.25 0 25 0 26
125 1.83 1.89 0 25 0 27
150 2.56 2.65 0 25 0 28
175 3.41 3.52 0 25 0 29
200 4.37 4.51 0 25 0 30
225 5.43 5.61 0 25 0 31
250 6.60 6.81 0 25 0 32
150 2.56 2.65 0 25 0 28
Flow (GPM) 150 STANLEY WWTP
C-Factor 120 WASTE SLUDGE FM
Pipe Size (in) 2 3 4 6 8 10 12
Velocity(fps) 15.31 6.81 3.83 1.70 0.96 0.61 0.43
V2/2g 0.238 0.106 0.059 0.026 0.015 0.010 0.007
Ft of Pipe 0 8 0 481 154 0 0
Entrance Loss 0 0 0 0 1 0 0
Exit Loss 0 0 0 1 0 0 0
Enter# 90's 0 0 0 1 0 0 0
Tee(str) 0 0 0 5 2 0 0
Tee(turn) 0 0 0 3 3 0 0
Check Valve 0 1 0 0 0 0 0
Gate Valve (open) 0 0 0 0 0 0 0
Plug Valve (open) 0 0 0 ' 1 4 0 0
Loss 0.00 0.86 0.00 1.53 0.26 0.00 0.00
Total Loss: 2.65

•
...........
22-Jul-94
' 04:23 PM
DESIGN FLOW 1,000
C-FACTOR 120
LINE SIZE(IN) 12
Velocity(fps) 2.84
LINE: RECYCLY PUMP V2/2g 0.044
EQUIVALENT LT OF PIPE= 8,769 HU1000' 2.94
STATIC HEAD - MIN 0
- MAX 11
TOTAL HEAD (TDH)
MIN 0
MAX 37
• r.',+3:::x:: '.�sL:W 'Y?;r?!:"^`c':.^�,r'. '.'• roe'r'.,w,w:�+/J.::;. � ..+..:. �+
«n:r.:3;..-•:t�{EF::• ::'•.fit.. :{t'Zn
r tr
ii��tt pW t M�t�;;a '��t{l
:.�. :.r.{;EZ .::;::::::, t:.:-:.:{•..::zj;::i!'�///����+YYY'����cw� :3.5,; a•..-t.'«
•i:3Si:;:{!iY.-i3'-.. ..% ..3.... n..v^:
r:.�.�r.•:;3i3:ti{{{v3'.:.:.:::�::::v3Y.;:
vk•F;3`'.:3' .{F.C;xh.:i vr3:: .vv
{r.:L-:{-i:::::::::•.�3::a3::is:.::.::•::::v.........:...:�::: .::w.3':i.}..:::::y{}:: ��(�E
n%3\•: v:�
r{�:
•:iii::.:_::.v:::.::::.::.�::::.�:.�:v:::::.v:::n:�:.v.�:::::::::::nv:::-v.v:•; :::.rr:.v.:v .: 4i•.:.::3:6.
........... .............. ..... ..... ...:....:v::::.xv ��.vn. x.:w.w...v::r:.vay..:3:{{•3tvin•.
200 0.15 1.31 0 11 0 12
300 0.32 2.77 0 11 0 14
400 0.54 4.72 0 11 0 16
500 0.81 7.14 0 11 0 18
600 1.14 10.01 0 11 0 21
700 1.52 13.32 0 11 0 24
800 1.94 17.05 0 11 0 28
900 2.42 21.21 0 11 0 32
1,000 2.94 25.78 0 11 0 37
1,100 3.51 30.75 0 11 0 42
1,200 4.12 36.13 0 11 0 47
1,000 2.94 25.78 0 11 0 37
•
Flow (GPM) 1,000 STANLEY WWTP
C-Factor 120 RECYCLY PUMP
Pipe Size (in) 2 3 4 6 8 10 12
Velocity(fps) 102.09 45.37 25.52 11.34 6.38 4.08 2.84
V2/2g 1.587 0.705 0.397 0.176 0.099 0.063 0.044
Ft of Pipe 0 8 0 5 67 0 115
Entrance Loss 0 0 0 0 1 0 0
Exit Loss 0 0 0 0 0 0 1
Enter# 90's 0 0 0 0 0 0 2
Tee (str) 0 0 0 1 5 0 0
Tee(turn) 0 0 0 1 3 0 0
Check Valve 0 1 0 0 0 0 0
Gate Valve (open) 0 0 0 0 0 0 0
Plug Valve (open) 0 0 0 0 3 0 0
Loss 0.00 21.88 0.00 0.85 2.58 0.00 0.46
Total Loss: 25.78

1 1 I P. 1 (�j CX11 U
o JJ ill I I ' � jIi IN— I I IT - I I.1 I � � -- - rI __T7
1. I Ty +j 1 I I 1 II + , 111 1 1 TI 1111 T''
d il j I I-- 1 11, hi! ' 1 1 I111' !,
. 1 . I Ill I I { 1 II ! 11111, -- �1_ ;' �;�, ,I;TI1111,,.i. I, IIII - 1 Ili I I ; i' i111j11WI !Ili
IIII I I 'Ill I I I l ' ; 'I
1 t► !II �. j' I 11 II IIWI I: jlil III !!I :11
!. „ I { IIIII! 1j
� I ; . III I III ' 1 I I I m .IIl !:,I !I 'I ,Ilj
, III I I ,
III jlli i;'� �j' , , II I' ; ,!i; !II I I I rII I, HI! 1,i, ill , ,
' jii! I,�j' , t11 !li'li;.; li I { 1 11 I II lit jl I. I; li,l 1. 1 '1'
1 I i ji 'j ; 1+ill II all j I Ij III; 'III I 1 . : II i I I I IIII IIII I , lcl• II it !1 � I.
,► I I '! ill I..I ' 1 III III' - 0100,1106i 1, !T ll! I. :II: : I :,.:{ II III I' l) �111 ,11 ilj; I Ijl L li I'll II; IIII , ,.
�..,41 :II III ( ,, .,. 1, 'III II I II 1" III 11 IIIt III IIII ;,:, Irli,
` I,1 rj l Ill, 11!! ;ill 11 {It'I j,ili!j' I, , IIII I ! ( ' - � _ I ' '1 ! I IIII jl I.I. Ijii j
"', i I d III ' I, !:' II I '!!44- j III .i II ' I I 1 11 li�I I 1 I ' i i I. , .fI!_�/;I , i' � � 1' ' • � .
,_,
l li ll' I I 1 I jl I !: 7 I I' 1 II .I. II Ii, , 1, 1 , :i
'1 I' III 1 1 . ;, 1 1 I ,11 l 11
� III ;III r ill A I III tll I 111 ' ' I1 I It i•, ' ' .1
II +„ ! ill Ilrll' I� 11 I I Ir ll I i !11 '.
III I II ill! !Ijll{II I I Il :r, ! II il: I I III II jli 1i'{ ji iil , I � j,1 i;ji ;ILI
'iii I f 1 IIII '�iI II I I ! l iii!;' � 1i11 ' i l I III " 1I , II,.I Ir 1 ► II I1 I'If 1 ' I II I I ;i ,i' III' I'!1 ;Ilfil I_�"r , ' I' II:,, I Ill I „ •
I' I,III11 t ir
{ i I 1 ,I t r I 11 i ,:!1 11 :ii11 ; 1 I 'I (IIIIIII1111 Il -I 111 ji r iI _ .III ' ' III i ! ji ijll Ijil ;iii II;I 11 il.
I'• Ilil "I II I j� i!I'Itl:ili I , , II 1 l I! IFJIIII '' III
:,► II ,,il I I1 I. jIIIIITii II IIII I I I 1 . 11 I t 1 I1 j ,. 'i.
;till
Ij , Il 1' , .11 li: j 1 1 1 I 1 I 1 Il I II {' i.'I ' G�",O' Z '. `,
_ I IliIil �' 1 1111 II,�11 I , ► ►1 I I I 1 Ii{1 ► j , ji . .. ..
7I _ I�. '11 l T l � IVY', IIII 1 /, 11 I 1 I IR
1 1 ;; ;Il it '-Fil l I TTI PI, I �,l il11ji11 I I ! _.. ! Ii!i !Ii I'i:I11 jIH !HI :a �11I' 11 IIII;'ir 1 II f, I1 II I ' Ii -� - I:i �Ti-I ��'i '' : Ii9I I Il I I� I I 11 (II " I 11 1 �) il:: ;it! 'I!
11 ti . I i i �I;I I111 ;���
I . I, �, Ilj ,'I III;! 1 11 ! I 1 I I !
' U� 111;� j. "
Ila 111 it I,111 ' II , 1 1 I
; iI iiI ,III j 1 I j ' I I fIIi)1I l , , ,11 I II ' �, 1 1. ,. 1 I 11 �T+. ' 1 Ili 1 I•11 ;il: rill II
,! .. I , . - l I I I I III �' '1' :I:
y • I 1 I, I11 I I !• i,
1 1I I I I i I i I I� r �+ + ill
, I IIII 11 I I Hi
_ I ,. ' � I I l � . . I ;ll. ) ►i1 �rlll, ; {;fT ,�', 111 ,;�; �=
- III I I . 1 111 ii 1; 1 ► III! lil 'fl !III iiiI
t I I I I I I I 1 „ III
IIII ,! ,, 11; Ic!i-�
�� I —.--- I . , 1 II {,lj !II{ 11; HH
'� I r ��_ I I I III I' I l l s
_ _ I_ i y '�i I I1 I IIII IIII
J &
.. .._ I' IT- -_ -1' t
1•/-.--.J..-.. _ ...' -�-- 1r I IIII II I l,!l j;'r!
I , ,
II ,I II l i �' III ;ill 1.,. .
i ,
I-
I _ 'II, 111' III
, _.
i I IT 1 :ii ,
_ I I '
I -
, ii _
:ri ri'M 'gin, (12-1rvdlS t� �l 'NI ��

g / „
•
WK
DICKSON October 28, 1994
Mr. Michael Parker, P.E.
NCDEHNR, Division of Environmental Management
Mooresville Regional Office
INV 919 North Main Street
Engineers P. O. Office Box 950
Nan hers Mooresville, North Carolina 28115
Surveyors
Re: Town of Stanley WWTP
NPDES Permit No. NC0020036
Gaston County
Dear Mr. Parker:
Below is a "Proposed Construction Sequence" schedule for expanding the Stanley WWTP.
We are requesting approval of the proposed operation methods for operating the existing plant
during construction.
CONSTRUCTION SEQUENCE: Operation of the treatment plant shall remain in
service during construction except as noted below. The Contractor shall schedule his
work to not interfere with the plant operations. Temporary outages shall be scheduled
with the Owner with 48-hour minimum notice given before construction of the scheduled_
outage occurs. If conflicts result, operation of the treatment plant shall receive first ; _
priority. —' •
a. The Owner will remove and dispose of all sludge stored in the sludge holding
basin prior to construction.
., :
b. The Contractor shall complete all work in the area of the existing aeration
basin and sludge holding basin prior to performing any work in the area of the
existing sludge drying beds. The Owner will use the existing sludge drying
beds to store sludge during this time.
c. After modification to the sludge holding basin and prior to work in the area
of the sludge drying beds, the Owner will remove and dispose of all sludge
stored on the drying beds.
d. The existing aerobic digester shall remain in operation until completion of the
new digesters.
IQ24C!e:earc lren e Other Offices.
Char!ct e. Ncrth Careifr.a 28203 Asheville,NC
704 334-5348 Raleigh.NC
FAX 704 334-,`Q"3 Columbia.SC

•
Mr. Michael Parker
October 28, 1994
Page 2
e. The existing aeration basin and associated influent structure and yard piping
shall remain in service until the new aeration basin is placed into operation.
rak
f. The Owner will temporary by-pass the settling basins and chlorine contact
Engineers
basin to allow the Contractor to install the dechlorination piping, diffuser and
Planners baffles in the chlorine contact basin. During this time the Owner will
Sun'eyors chlorinate the effluent prior to discharge to the effluent outfall.
g. The settling basins and chlorine feed systems will remain in operation during
all other construction.
h. Operation of the sludge wasting and sludge return pumps shall remain in
operation during construction.
Constructions plans are enclosed for your reference. Please let me know if you have
questions or need additional information.
Sincerely,
W. K. DICKSON & CO., INC.
/W(a)611/C--
M. L. Wolfe
Enclosures

WK
DICKSON
N. C. Department of Environment,
Health and Natural Resources
Ph Division of Environmental Management
110 Mooresville Regional Office
Engineers919 North Main Street
Planners Mooresville, North Carolina 28115
Surveyors
Attention: Land Quality Section
Mr. Jerry W. Cook, Regional Engineer
Re: Erosion & Sedimentation Control Plan
Town of Stanley
WWTP Expansion
Gaston County
WKD # 94262.10 I
Gentlemen:
On the behalf of the Town of Stanley, enclosed are two (2) sets of documents for Erosion
and Sedimentation Control Plans for the subject job. Included are:
Plans and Specifications
Financial Responsibility/Ownership Form
Processing Fee - $50.00
Please advise if you have any questions or need additional information.
Sincerely,
W. K. DICKSON & CO., INC.
/W6a-)6117-(—
M. L. Wolfe
Enclosures
cc: Town of Stanley
1924 Cleveland Avenue Other Offices:
Charlotte. North Carciina 28203 Asheville,NC
704 334-5348 Raleigh,NC
FAX [phone] Columbia.SC

NPDES WASTE LOAD ALLOCATION
Modeler Date Rec. # /
PERMIT NO.: NC0020036 /
Town of Stanley/ StanleyWastewater Tr,eu ,K ,u4 � ?/��yO 5787
PERMTITEE NAME: y � 2 Avg. Streamflow (cfs): .2. 9L
Facility Status: Existing
Ufa Drainage Area(mi ) a,* 7
Permit Status: Renewal A. l._ 1)CP1. OF NAt1 k 7Q10 (cfs) o.27 Winter 7Q10 (cfs) 0,517 30Q2 (cfs) 6,6/
Major -J . Minor '' _ r` �"
cons`iL Toxicity Limits: IWC 7¢ % Acute Ironic
:s ... ._. e
Pipe No.: 001 Instream Monitoring:
SEP241990
Design Capacity: 1.4->0.5*** Parameters t.- ..�0 e-e ••�
Domestic (% of Flow): 91.5 % DIVISI N '.'a Upstream y Location Sr(� n �`�"� $ .
MORE ;L E RLL::.L 0'F, E
Industrial (% of Flow): 8.5* % Downstream y Location C+(Uls�fc 4 aZ7
Comments: Effluent
* Based on application, not listed on Pretreatment Program List. Characteristics Summer Winter
** Presently upgrading. maybe higher,
*** Mauney Creek outfall due 9/90 BOD5 (mg/1) 30 Jo
STREAM INDEX: 11-129-15-5 NH3-N (mg/1) /•A .2,9
RECEIVING STREAM: Mauney Creek*** D.O. (mg/1) S s
Class: C TSS (mg/1) 3o 30
Sub-Basin: 03-08-35
Reference USGS Quad: F14SE, Mt. Holly (please attach) F. Col. (/100 ml) boo Zo 0
County: Gaston pH (SU) a _p 6 -9
Regional Office: Mooresville Regional Office
Previous Exp.Date: 11/30/90 Treatment Plant Class: I**
Classification changes within three miles: 1 .// / /
ca. 2 mi. to South Fork Catawba River->WS-III. i•J Alf) f"�• h�l �''� `'�"''� Ns'7tu
r b`4 ,J
i� 441144,1,sllaTl ilt ldf,/ K 4, 1 Chi lar.)V t ].,- c,,,e
7/3/90 1 V
Requested by: Jule Shanklm �,� Date: // pp / /
Prepared by: �2 �l. Date: 0e/ra
Comments: �,,►I ''����+ L
Reviewed �� �i ./'J • ' ' Date: GI l to C1(� '-44-4.�Y(41 7r i_ :IduSt1s, `ot.�dde{�-u,//4, t..M c
iE�- T . �/' — _ l�

RECE[V9
maw,OF ENVIR(NMENTAI MANAMEMEn
AUG 31 mORequest No. : 5787
WASTELOAD ALLOCATIONIARREWVAL FORM
INPANAL MO
Facility Name: TOWN OF STANLEY WWTP
NPDES No. : NC0020036
Type of Waste: 91 .5% DOMESTIC/ 8 .5% INDUSTRIAL
Status: EXISTING, RELOCATIOM
Receiving Stream: MAUNEY CREEK
Classification: C fYla,u my Creel
Subbasin: 030835 Drainage area: 2.470 sq mi
County: GASTOp Summer 7Q10 : 0 .27 cfs
Regional Office: MRO PJ - Winter 7Q10 : 0 .47 cfs
Requestor: SHANKLIN Average flow: 2 . 92 cfs
Date of Request: 7/3/90 30Q2: 0. 61 cfs
Quad: G14NE
RECOMMENDED EFFLUENT LIMITS
44I000 476,11.,MAUNEY CREEK UT MAUNEY CREEK'X0}7/7yJeL'G
, SUMMER WINTER• SUMMER WINTER '��//
Wasteflow (mgd) : 0 .50 0 .50z 1 .40 1.40
1.1 BOD5 (mg/1) : 30 30 � & 12 12 ;x
vr. NH3N (mg/1) : 1 .2* 2 .7* ':. , � .L, 1* 1 . 8* 4:;
l'
' DO (mg/1) : 5 5 E-:N 06 1990 5 5 -;'f':r
'Ij TSS (mg/1) : 30 30 30 30
Fecal coliform (#/100m1) : 200 200 200 200 `)�' ;
pH (su) : 6-9 6-9 PERMITS & E'IGINFIQ1"6-9 6-9 : t*';
1 Toxicity Testing Req. : CHRONIC/CERIOtAPHNIA/QUARTERLY 6 74% (MAUNE,, CR)
dt
MONITORING
i
Upstream (Y/N) : Y Location: 50 FT. UPSTREAM OF DISCHARGE
Downstream (Y/N) : Y Location: @ STATE ROAD 1827
COMMENTS
* NH3 LIMITS BASED ON PROTECTION OF NH3 TOXICITY INSTREAM.
RECOMMEND INSTREAM MONITORING FOR TEMPERATURE, DO, FECAL COLIFORM, AND CON-
DUCTIVITY.
ADMINISTRATIVE LETTER REGARDING CHLORINE TOXICITY WILL BE FORWARDED.
RECOMMEND THAT PERMIT CONTAIN REOPENER CLAUSE THAT WILL ALLOW THE INCLUSION
OF ADDITIONAL LIMITS IF DEEMED NECESSARY AFTER MORE DATA IS GATHERED.
17
Recommended by: / el-c /%'. ;(2Date: JX,S/f‘)
Reviewed by
i 61;/.4 %
Oah/ qd
Instream Assessment: G�, �j,� Date:
Regional Supervisor: 6 1,Q ` A -1 Date: q 1a
Permits & Engineering: 400(A."N Date: 9 7 O
RETURN TO TECHNICAL SERVICES BY: S EP 27 1990

PV:iS
S-
/
Facility Name 7G1^41 1 '/;n/4 W�
Permit # /dC Juooi
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *June 1988) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 7V % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarterly monitoring using this procedure to establish
compliance with the permit condition. The first�is will e erfoed after thirty days from
issuance of this permit during the months of ✓/t�/9Yitmm Uz- ocT . Effluent
sampling for this testing shall be performed at the NPDES permitted final effluent discharge below
all treatment processes. .
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re-opened and modified to include alternate monitoring requirements or limits.
NOl•1: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 O. 7 cfs
Permited Flow o.s' MGD Recommended by:
IWC% . 7,'
Basin & Sub-basin Cr73.7S
Receiving Stream ,4l4L' emit— 'ate
c- )7„,....4
• County am //s,9a
**Chronic Toxicity (Ceriodaphnia) P/F t , �✓/y/4„2'ut ocT , See Part , Condition .
A

,ry UNERAL'S I,
STOTT, HOLLOWELL, PALMER 8C WINDHAM AUG U U p 1990
ATTORNEYS AT LAW
110 WEST MAIN AVENUE
:ih'INL t'
GRADY B.STOTT POST OFFICE BOX 995 ,HOLLOWELL,SR.
LIN B. HOLLOWELL,JR. 1904-1981
H.WILLIAM PALMER GASTONIA, NORTH CAROLINA 2$053-0995 TELEPHONE
JAMES C.WINDHAM,JR. - - • 704-864-3425
CHARLES L.GRAHAM,JR. FAX
JEFFREY A.TAYLOR August 6 , 1990 >R C DEFT. OF NiTrNly 704-864-0478
CHARLTON K.TORRENCE,III RESOUR �f+ -
MARTHA R. HOLMES CO14r�T�r RESOURCE.rr� DEVT
vT
AUG1 1990
Mr. Francis W. Crawley OIVISI�N OF ENVIRONMENTAL
Assistant Attorney General �OQRESVILLE RE610NAL OFFICEERi
LACY H. THORNBURG
State of North Carolina
Department of Justice
P. O. Box 629
Raleigh, North Carolina 27602-0629
Re: State of North Carolina, ex rel William W. Cobey, Jr. , Secretary,
Department of Environment, Health, and Natural Resources, and
ex rel Environmental Management Commission
88-CvS-1925
JOC # 88-25 Ad III
Dear Mr. Crawley:
You will find enclosed the filed copy of the Consent Judgment entered in
the above-captioned matter. Please advise if you have questions or if
we can be of additional assistance in this regard.
Yours very truly,
Ja s C. Windham, Jr.
JCWjr:bw
Enclosure
cc : Mr. Samuel W. Misenheimer,
Manager, Town of Stanley

STATE OF NORTH CAROLINA IN THE GENERAL COURT OF• JUSTICE
SUPERIOR COUliT,.-DTVIS ON:1 II, 45
COUNTY OF GASTON 88 CVS 1925
• : r
STATE OF NORTH CAROLINA, ex rel )
WILLIAM W. COBEY, JR. , Secretary, )
Department of Environment, Health, )
and Natural Resources, and ex rel )
ENVIRONMENTAL MANAGEMENT COMMISSION )
Plaintiff, ) CONSENT JUDGMENT
AMENDMENT
v. ) (JOC #88-25 Ad III)
TOWN OF STANLEY, )
Defendant )
THIS CAUSE came on to be heard this day before the
undersigned Judge of Superior Court upon joint appearance by the
parties, who have announced to the Court that they have agreed
to modify the provisions of the Consent Judgment entered herein,
as follows:
1. by amending paragraph 9 (b) (4) to read,
"Complete construction (all treatment components in
place and functional) of proposed additional treatment
facilities and outfall on or before November 30,
1990. "
2 . by amending paragraph 9 (b) (5) to read,
"Achieve compliance with final effluent limitations by
December 31, 1990. "
3 . by amending paragraph 14 to read,
"This Consent Judgment shall terminate on December 31,
1990; except that determinations of final compliance
made by the State, payment of any due penalties by the
Defendant, and request for dispute resolution may be
made within 60 days thereafter. Following the
expiration of this Consent Judgment, any permit
violations will be subject to all enforcement
procedures as allowed by G. S. 143-215.6 . "

Page Two
IT IS THEREFORE, upon the consent of the parties and
without the taking of any testimony, ORDERED, ADJUDGED, AND
DECREED:
1 . The Consent Judgment entered herein is modified by
amending paragraph 9 (b) (4) to read,
"Complete construction (all treatment components in
place and functional) of proposed additional treatment
facilities and outfall on or before November 30,
1990 . "
2 . The Consent Judgment entered herein is modified by
amending paragraph 9 (b) (5) to read,
"Achieve compliance with final effluent limitations by
December 31, 1990 . "
3 . The Consent Judgment entered herein is modified by
amending paragraph 14 to read,
"This Consent Judgment shall terminate on December 31,
1990; except that determinations of final compliance
made by the State, payment of any due penalties by the
Defendant, and request for dispute resolution may be
made within 60 days thereafter. Following the
expiration of this Consent Judgment, any permit
violations will be subject to all enforcement
procedures as allowed by G. S. 143-215 .6. "

This the `` day of , 1990.
BY CONSENT:
FOR .THE TOWN OF STANLEY
i i .
Ma or
rney at Law
FOR THE DEPARTMENT OF
ENVIRONMENT, HEALTH, AND
NATURAL RESOURCES AND
ENVIre MENTAL MANAGEMENT COMMISSION
Di ectoAnDivision of
Enviro rag tal Management
LACY H. THORNBURG
Attorney General
•
Assistant Attorney General
0L . //
Jud e of Superior Court

DIVISION OF ENVIRONMENTAL MANAGEMENT
June 14 , 1990
MEMORANDUM TO: Kent Wiggins
FROM: D. Rex Gleason `1
`C
SUBJECT: Town of Stanley
JOC No. 88-25 Amendment III
Gaston County, North Carolina
Please find attached the subject document, prepared in
accordance with the Town' s request dated May 7 , 1990 . The dates for
completion of construction and achieving compliance have been
modified.
This Office has contacted Mr. Misenheimer, Town Manager, on
June 12 , 1990 in reference to these dates and the need to forward a
$100 . 00 check to Raleigh for processing.
If you have questions, please advise .
Attachment
RGP/bb

STATE OF NORTH CAROLINA IN THE GENERAL COURT OF JUSTICE
SUPERIOR COURT DIVISION
COUNTY OF GASTON 88 CVS 1925
STATE OF NORTH CAROLINA, ex rel )
WILLIAM W. COBEY, JR. , Secretary, )
Department of Environment, Health, )
and Natural Resources , and ex rel )
ENVIRONMENTAL MANAGEMENT COMMISSION )
Plaintiff , ) CONSENT JUDGMENT
AMENDMENT
v. ) (JOC #88-25 Ad III)
TOWN OF STANLEY, )
Defendant )
THIS CAUSE came on to be heard this day before the
undersigned Judge of Superior Court upon joint appearance by the
parties , who have announced to the Court that they have agreed
to modify the provisions of the Consent Judgment entered herein,
as follows:
1 . by amending paragraph 9(b) ( 4) to read,
"Complete construction of proposed additional
treatment facilities and outfall on or before November
30 , 1990 . "
2 . by amending paragraph 9(b) ( 5) to read,
"Achieve compliance with final effluent limitations by
December 31, 1990 . "
3 . by amending paragraph 14 to read,
"This Consent Judgment shall terminate on December 31,
1990; except that determinations of final compliance
made by the State, payment of any due penalties by the
Defendant, and request for dispute resolution may be
made within 60 days thereafter. Following the
expiration of this Consent Judgment, any permit
violations will be subject to all enforcement
procedures as allowed by G. S. 143-215. 6 . "

Page Two
IT IS THEREFORE, upon the consent of the parties and
without the taking of any testimony, ORDERED, ADJUDGED, AND
DECREED:
1 . The Consent Judgment entered herein is modified by
amending paragraph 9 (b) ( 4 ) to read,
"Complete construction of proposed additional
treatment facilities and outfall on or before November
30, 1990 . "
2 . The Consent Judgment entered herein is modified by
amending paragraph 9(b) ( 5) to read,
"Achieve compliance with final effluent limitations by
December 31, 1990 . "
3 . The Consent Judgment entered herein is modified by
amending paragraph 14 to read,
"This Consent Judgment shall terminate on December 31,
1990 ; except that determinations of final compliance
made by the State, payment of any due penalties by the
Defendant, and request for dispute resolution may be
made within 60 days thereafter. Following the
expiration of this Consent Judgment, any permit
violations will be subject to all enforcement
procedures as allowed by G. S. 143-215. 6 . "
This the day of , 1990.
BY CONSENT:
FOR THE TOWN OF STANLEY
Mayor
Attorney at Law
FOR THE DEPARTMENT OF
ENVIRONMENT, HEALTH, AND
NATURAL RESOURCES AND
ENVIRONMENTAL MANAGEMENT COMMISSION
Director, Division of
Environmental Management

Page Three
LACY H. THORNBURG
Attorney General
Assistant Attorney General
Judge of Superior Court

r
u. }
1 l � t s
r
n 0 ' , ,i,...\ V, Olikrr-- 613 4/i f 6- - ''
\ �, /,.J �f1 r ,-/-
•.o.. .V`..a _ cy , '� u:a'4P u,.'' r9.J 7F_t,V: -�`'�.ar' - a
3k.1
iv ,: ? \.
i —CA &t--4,P--, C„,,c3,1,-/ t_d"Cft S (lit cne, t_fLe....64-1,e,.. _ ' -a0 41,-Y-Y,04----C4Are - .:.
,.,) ..
_'. f e /$-c.- f ce°ov'41.,, e". ,- ` � I eAe �e,Q,
� '�' ", Rya
. J.,,,,,iest-tleivi,. 0,--tioteit i i) ® m102.,,ty )
A I
_ 0-v-to c 4.-e-444-A) „7/Le...... ert....a.fteb-, 7,-7-.1-4_,,,-_,;„ '
' A-4_0------144.,,, ---, ilk, ,,,.....',,,,e.Q ,,, : „, ,, .,,,,,
,'
-_ .__:. ,,,,,,,,A.,w,,A,,, t..,/,..„...., _ ...
• i-, _ (te,IQ ,_,A
45 Le.,14,, , r...rf--„,..A4...„., , fl........v. ,Ris),L.iy„,
„... , ..., ,...,__„: ,, _. • ,,,, ,(),,,A, , , ',..r., 'Vel--• ::. .. ',
,_, -7„,,t,"
/ ' -:
' = P: '' , � G 1 s ay 11 '> h ,1=�"ll'� (73 r o i� 4si� F'—ri 1 ro r ii `) `f
s..
LY r. 1 ,���pp'I�jh'CI e Pry/x �� i@ �+ d ��(c`w_� 1 3i,„„���� pp s �, �,
. fb a ! .1.ea.1 th 5 land� uli",, bit ip.71 Il . '+�;i i 3 v'�* 0IU Cep+ 'J
t '''
t�,_.5he,VUAkA�v:."-Cra3Se--.� i

OR Town of J stanje MA I 2 1 1990 'OLICE CHIEF.
Brotherton O� `� Donald R D=vts
ALDERMEN ESTABLISHED NOVEMBER 14. 1855 ,(z�
iLiliES ASSESSMENT (UNIT
Hollis Grindstaff / I! „
Eugene G. Thompson „ 2[En t� J �ac£ - WN MANAGER
Margaret S. Green Earn Misznhe mer
Daniel K. Hawley
May 7, 1990 liggiggUS..
d.J
Mr. George Everett, Director MAY 10 1990
N. C. Department of Environment,
Health and Natural Resources A MINIST11AT/ SER lE&1l i :
Division of Environmental Management
Post Office Box 27687
Raleigh, North Carolina 27611-7687 • c• DEFT OF NA
RESOURC)rg AND
L
Re: Town of Stanley �Mxu�rTY r:�:�'rror��r>CNT
Permit No. NCO0E0O36
Wastewater Treatment Plant Improvements JUN 0 6 19gQ
JOC NO. 88-25 ADII
DIVISION OF ENVIRONb;ENTAl ,-AN & ;.yT Dear Mr. Everett :
�lOORESVIIIE REGI�NA( OFFICE
Enclosed is a letter from Concord Builders, Inc. , contractor for
improvements to the Town' s wastewater treatment plant, requesting an
extension of 62 days to their contract due to inclement weather. The
Town requests that the town' s JOC cornplet ion date be revised to
accommodate the delays which have occurred.
Current JOC dates which the Town is following are as follows:
1. Begin construction (Notice to Proceed issued and Contractor
on site) on the treatment plant improvements and outfall
on or before January 1, 1990.
2. Complete construction (All treatment components in place and
functional ) of proposed additional treatment facilities and
outfall on or before September 9, 1990.
3. Achieve compliance with final effluent limitations by
September 9, 1990.
The Town requests that dates for itmes E and 3 above be changed
as follows:
1. Complete construction (All treatment components in place and
functional) of proposed additional treatment faci 1 ites and out-
fall on or before November 10, 1990.
l / - �
c. Achieve compliance with final effluent limitations by November
10, 1990.
RcCEIVFr
MAY 1 61990
POST OFFICE BOX 279 • 230 SOUTH MAIN STREET • STANLEY, NORTH CAROLINA 28164 • 704-263-4779
You' QUALITY SECTION
OPFIMTirlhlc MINA•,"..

or-ge Everett, Director
,, 7, 1990
• The project Notice to Proceed was issued on December 1, 1989, and
the Contractor was on site on January 1, 1990. Work on the site is
proceeding with approximately 46 percent of the project completed
through April 30, 1990.
The Town appreciates your consideration of the requested changes
in the JOC dates and are available to answer any questions you might
have.
Sincerely,
TOWN OF STANLEY
e42,61z,,4,„.
Gail R. Brathertr_'n
Mayor c--
/11,j_a C
Samuel W. Misenheimer
Town Manager
cc: Rex Gleason, Mooresville Regional Office
Samuel L. Wilson, Concord Builders, Inc.
W. K. Dickson & Cu:'. , Inc.

ate of North Carolina
Department of Environment, 11:wrish,
Health and Natural Resources
Division of Environmental Management A i ;4 p
,.......„.. ,
James B. Hunt, Jr., Governor Alismoiftwilkvilaa
Jonathan B. Howes, Secretary p H N R.
A. Preston Howard, Jr., P.E., Director
N.C. DEPT. OF
December 20, 1994 ENVIRONMENT, HEALTH,
& NATURAL RESOURCES
Mr. Paul Kasmer DEC 28 1994
Walkisoft USA Inc.
100 UPM Drive
Mt. Holly, North Carolina 28120 Oiy1t$ OF EAVIROAMIEAL KAI(AMEMENT
OUNESVIULE IEL UL OFFICE
Subject: Authorization to Construct Additional Information Request
Application No. 200360001
Walkisoft USA
Town of Stanley
Gaston County
NPDES #NC0020036
Dear Mr. Kasmer:
The Pretreatment Group of the Division of Environmental Management acknowledges receipt of
your permit application and supporting materials on October 14, 1994, and December 5, 1994. This
application has been assigned the number shown above. Please refer to this number when making
inquiries on this project.
Preliminary review by the Pretreatment Group of the subject application indicates that the following
items must be addressed before we can complete our review:
1) Please provide more detail regarding screening or filtering of the wastestream prior to
the Dissolved Air Rotation System(DAF).
2) Please provide sludge disposal information including how it will be disposed, where it
will be disposed and by whom it will be disposed.
3) Please provide information of the capacity and construction materials of the following
chemical storage tanks: EPFLOC 3103-H, EPFLOC 2205-H, sodium hydroxide, and
hydrogen peroxide.
4) Please provide information of the following chemical feed pump capacities:
EPFLOC 3103-H, EPFLOC 2205-H, and sodium hydroxide.
5) Please provide the flotation tank capacity, retention time, and hydraulic loading
(gallon per minute per square foot).
6) Please provide information about the ability to manually operate the system in the case
of solenoid failures. (Are secondary manual control valves necessary?)
7) Please provide information about the necessity of a check valve at the transfer pump.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10%post-consumer paper

V .
8) Please provide information about the ability to replace pumps. (Are influent and
effluent valves necessary for rapid replacement?)
9) Please provide information about any of the open tanks in the pretreatment system, and
level alarms for these tanks.
10) Please have the installation of the effluent monitoring equipment added to the plans and
specifications.
Refer to the subject permit application number when providing the requested information. Please
submit three copies of all information to my attention at the address below. Also, please
note that failure to provide this additional information on or before January 20, 1995, will subject your
application to being returned as incomplete,in accordance with 15A NCAC 2H .0208 (e).
If you have any questions regarding this application,please contact me at [phone].
Sincerely,
()
/ Joe Pearce
Environmental Engineer
Pretreatment Group
jrp/walkatc.001
cc: 44.ea1e ,Mooresville Regional Office
ATC File 200360001
Central Files

SOC Priority Project: Yes No X
If Yes, SOC No. :
To : Permits and Engineering Unit
Water Quality Section
Attention: Jay Lucas
Date : November 8 , 1994
NPDES STAFF REPORT AND RECOMMENDATION
County: Gaston
Permit No . NC0020036
PART I - GENERAL INFORMATION
1 . Facility and Address : Town of Stanley WWTP
Post Office Box 279
Stanley , North Carolina 28164
2 . Date of Investigation : November 3 , 1994
3 . Report Prepared by : Kim H . Colson , Environmental Engineer I
4 . Persons Contacted and Telephone Number : Mike Wolfe , P . E . , WK
Dickson Co . , (704) 334-5348 .
5 . Directions to Site : From the intersection of NC Hwy 27 and
Parkwood Street in the Town of Stanley , travel west on
Parkwood Street 1 block . Turn right onto Main Street and
travel north to the intersection of Hovis Road . Turn left
onto Hovis Road and travel to the intersection of Ralph Hansel
Boulevard . Turn left onto Ralph Hansel Boulevard and travel
to the intersection of Lola Street . Turn right onto Lola
Street ; the WWTP is located at the end of the street .
6 . Discharge Point(s) , List for all discharge points :
Latitude : 35° 21 ' 46" Longitude : 81° 07 ' 00"
Attach a USGS map extract and indicate treatment facility site
and discharge point on map .
U . S .G . S . Quad No . : F14SE U. S .G. S . Quad Name : Mount Holly , NC
7 . Site size and expansion area consistent with application?
There is limited land available for expansion and upgrading .
8 . Topography (relationship to flood plain included) : Moderate
sloping ; the WWTP is not located within the 100 year flood
plain .
9 . Location of nearest dwelling: One dwelling is located
approximately 300 feet from the facility ; however , a housing
development is planned for land adjacent to the WWTP site .

Page Two
10 . Receiving stream or affected surface waters : Mauney Creek
a . Classification : WS-IV
b . River Basin and Subbasin No . : Catawba 030835
c . Describe receiving stream features and pertinent
downstream uses : The receiving stream is a small stream
that has moderate stream gradient with rocky/sandy
bottom. The stream does appear to have positive 7Q10 and
30Q2 stream flow . General "C" classification uses
downstream until the South Fork Catawba River .
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1 . a . Volume of wastewater to be permitted: 1 .4 MGD (ultimate
design capacity)
b . Current permitted capacity of the wastewater treatment
facility: 0 . 500 MGD
c . Actual treatment capacity of the current facility
(current design capacity) : 0 . 500 MGD
d . Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years : N/A
e . Please provide a description of existing or substantially
constructed wastewater treatment facilities : The
existing WWT facilities consist of a bar screen ,
mechanical screening ( inoperable) , aeration basin with
mechanical aerators , secondary clarifiers , chlorine
contact tank , aerated sludge storage basin , aerobic
sludge digester , and sludge drying beds (inoperable) .
f . Please provide a description of proposed wastewater
treatment facilities : Proposed WWT facilities consist of
two aerobic sludge digesters , an aeration basin with
mechanical aerators , mechanical bar screen , and
dechlorination . The existing sludge holding basin will
be reduced to accommodate the new aeration basin . The
existing aerobic digester will be abandoned . The
existing influent screening and flow measuring units will
be abandoned .
g . Possible toxic impacts to surface waters : The Town
receives industrial wastewater from several industries .
Walkisoft USA did have some impacts at the WWTP and
possibly the receiving stream. The industry has since
constructed pilot wastewater pretreatment facilities .
Since the pretreatment facilities have been constructed,
there have been fewer reported impacts at the WWTP .
Permanent pretreatment facilities are expected to be
completed in the near future .

Page Three
h . Pretreatment Program (POTWs only) : The Town is scheduled
to have an approved pretreatment program by December 31 ,
1994 .
2 . Residuals handling and utilization/disposal scheme :
a . If residuals are being land applied, please specify DEM
Permit No . : WQ0002081
Residuals Contractor : AMSCO , Inc .
Telephone No . : (910) 766-0328
b . Residuals stabilization : PSRP X PFRP Other
c . Landfill : N/A
d . Other disposal/utilization scheme (Specify) : N/A
3 . Treatment plant classification (attach completed rating
sheet) : 0 . 5 MGD - Class II , 1 .4 MGD - Class III
4 . SIC Code(s) : 4952
Wastewater Code(s)
Primary: 01 Secondary:
Main Treatment Unit Code : 05003
PART III - OTHER PERTINENT INFORMATION
1 . Is this facility being constructed with Construction Grant
Funds or are any public monies involved? N/A
2 . Special monitoring or limitations ( including toxicity)
requests : The Instream Assessment Unit should consider a
higher D .O . limit since levels of D .O . in the receiving stream
have been reported less than 5 .0 mg/l . This condition may
also affect the ability of the stream to accept additional
wastewater .
3 . Important SOC , JOC or Compliance Schedule dates (Please
indicate) : N/A
4 . Alternative Analysis Evaluation:
Spray Irrigation : N/A
Connection to Regional Sewer System: N/A
Subsurface : N/A
Other disposal options : N/A
5 . Air quality and/or groundwater concerns or hazardous materials
utilized at this facility that may impact water quality , air
quality , or groundwater : There are no known air quality,
groundwater , or hazardous materials concerns .

• • ..
Page Four
6 . Other Special Items : N/A
PART IV — EVALUATION AND RECOMMENDATIONS
The permittee , Town of Stanley , has applied for permit
modification to expand the WWTP to 1 .4 MGD . The facility was
originally constructed with a capacity of 1 .4 MGD . The Town has
since modified the WWTP to reduce the capacity since a significant
industrial user went out of business . The Town now has added
several industries and wishes to expand the WWTP .
The proposed expansion of the WWTP may not be adequate to
treat 1 . 4 MGD . Additional clarification and chlorine contact time
may be required . Any expansion would also require the Town provide
dual chlorine contact tanks . The facility may not have adequate
area where the existing units are located for an additional
clarifier or chlorine contact tank. To expand these units , the
facility may have to abandon the old units and pump from the
aeration basin to a new location onsite . The Town may not have
adequate funds to pay for these additional facilities .
It is recommended that the Town provide design calculations
for the clarifiers and chlorine contact tank before modification of
the NPDES Permit is granted . Any flow modification should be
limited to their design capacity since these facilities will not be
replaced.
1\''/?(
Signature of report preparer
•
Water Quality gional Supervisor
/04',4
Date

• . UNITED STATES pEPAt
.- DEPARTMENT OF THE INTERIOR
9s GEOLOGICAL SURVEY 492 5' 493
81°07'30" 489000m E. 490 ALEXIS 2.3 MI. 491 r
35°22'30" — �r—_ • • i , ,. / // t.,
�% :cam_ i �� . !� ))
cfl• \ ,, fts=..,.-..,•d-.-„1-,....4..u1.%•,',..!..1.-.7-."'
S7.3.a\,\_t.—a-..t.._.•4-3-B,--°-,—M°--'-4-.fs:f.•-:.r,-M nP'- i\ \ • ,-P/\- c,--,--Th,,-,--,/I-•,-)-,-,
4i/ r. Imo')
/!7 It!\7
-:.P1k-1-1
,0---1-,-._01-D_750_,7-_.',__-.,\1-0.
;i92J ,> / ..1 /•\ .. -RIGS U-; ,A <ci \" ' S sr
*13 C ey,„:„J' l h1 19/.`�; � °, / .Y-
. �:�k 1 �' \staff \ ' moo S1
• . •....%, ;N,--,j _I. cat, .*:'•\., f• /1/4- i----/-1
„ 0tP
.- igo % \ ),..-A 6,06.5\ ' \---"- _,..:„:„.ic____Iii,\„,_0 „_., i
� ) f 7 .� , \
Ei
/— A 7 /Ai- _...-----,--""`"N......./ .„.1 (,../_7 \
• ;. „ ,,,, C:: . , z • .... -...,_
-,___,:7,, / IV:: 7 -..... '... .. • ----V-- ',' ......:>-%,,' . cp / \ :__j t-
`\ ` / 'n field■ :j . L \_, �. 2\' °
j _ _-. ' i I51`
•
. ��� °° \ i '•;. \•mow'•`/ 817 1/�`�\
11/-7 (---- ......, ...•„;---1-
�11 `` j •
• / °
tr-s.:—.\\'---MAIC 7
;ID 0 ......, ___ . • '- '- t/..C,
II
• 803
20, `��� 1 • 'Za . . dtb .
) ,
'
700 - . � ,..._•2
.1 , . (:)„._..,— . . ..., .----, -
\.
13. ,7.. , , _...
J � e n s /;
1
II
NII
N �.
Q v .,
j 8 a e� j.....\.
4.,..
,, ‘‘ ,
, . ,
. . P. e.
1 R „.........._
...
n 7
I
\` 11 / g

SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
of Facility: ;cwN-1 r ST t.aw >nl1nT5' 0.S an6"
,.,-Owner or Contact Person: rims (-rrttk_ 1 t).-CTA-1L-Nz i r"aava:Z
Mailing Address: `PU3oti 2 ,J i�FktlL�/ MC 'LkI (SY
County: C cmt-t Telephone: ,%-[ - 2A - �-40,
Present Classification: New Facility Existing Facility aC
NPDES Per. No. NC002oo36 Nondisc. Per. No.WO Health Dept.Per No.
Rated by: V.t k. C0I-Sias-1 /M20 Telephone: 1-04-A63- i6Aci Date:
Reviewed by: • Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Sc_oP-c kNAL .,psms Grade: - • Telephone: aoq cr"t2- I3oc1,
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) I II" Ill IV Total Points: cf_S
J-PLANT PROCESSES AND RELATED CONTROL EOUIPM ENT WHICH ARE AN INTEGRAL PART OF INDUSTRIAL PRODUCTION SHALL NOT BE
90NSIDERED WASTE TREATMENT FOR THE PURPOSE OF CLASSIFICATION.ALSO SEPTIC TANG SYSTEMS CONSISTING CNLY OF SEPTIC TAN(
AND GRAVITY NITRIFICATION LINES ARE EXEMPT FROM CLASSIFICATION
SUBSURFACE CLASSIFICATION SPRAY IRRIGATION CLASSIFICATION
(check all units that apply) (check all units that apply)
1. septic tanks 1, preliminary treatment (definition no. 32 )
2. pump tanks 2. lagoons
3. siphon or pump-dosing systems 3. septic tanks
4. sand filters 4. pump tanks
5. grease trapinterceptor 5. pumps
6, oil/water separators 6.sand fillers
7. _gravity subsurface treatment and disposal: 7, grease trapinterceptor
8. pressure subsurface treatment and disposal: 8. oil/water separators
9_ disinfection
10. chemical addition for nutrient/algae control
11. spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater in excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLiCATION/RESIDUALS CLASSIFICATION(Appies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILTIY CLASSIFICATION
The following systems shall be assigned a Class I classification, unless the flow is of a significant quantity or the technology is unusually
complex,to require consideration by the Commission on a case-by-case basis: (Check if Appropriate)
1. Oilwater Separator Systems consisting only of physical separation,pumps and disposal;
2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumpe,sand filters, disinfection
and direct discharge;
3, Lagoon Systems consisting only of preliminary treatment, lagoons,pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and deed discharge;
4. Closed-bop Recycle Systems;
5, Groundwater Remediatlon Systems consisting only d oWwater separators, pumps,air-stripping, carbon adsorption, disinfection
and disposal;
6. Aquaculture operations with discharge to surface waters;
7, Water Plant sludge handling and back-wash water treatment;
8. Seafood processing consisting d screening and disposal.
9, Single-family discharging systems, with the exception d Aerobic Treatment Units, wilt be classified if permitted after July 1,
1993 or if upon inspection by the Division,It is found that the system is not being adequately operated or maintained. Such
systems will be notified of the classification or reclassification n by the Commission, in writing.

The following scale is used for rating wastewater treatment facilities: (circle appropriate points) ' • -
h
,
REM POINTS
(1) industrial Pretreatment Units or industrial Pretnaatment Program(see definition No.33) Jo
(2) DESIGN FLOW OF PLANT IN gpd(rot applicable to rcn•oontaminatsd cooing waters,sludge handing facilities for •
water purification plants,totally closed cycle systems(see definition No.11).and facilities consisting only of Item
(4Xd) or items (4)(d) and (11)(d)) 1
0 - 20.000 ».»..».
20.001 - 60.000 ._ 2
60.001 • 100,000 ».........»....»......».........»..».»........ 3
100,001 • 250,000 »- 4
250,001 • 500,00045
500,001 - 1,000,000
• 1,000.001 - 2.000.000 10
2.030.001 (and up) rate 1 point additional for each 200,000 god capacity up to a maximum of—.__._ 30
Design Flow (gpd)
(3) PRELIMNARY UNITS/PROCESSES(see definition No.32)
(a) Bar Screens .» 1
or
(b) Mechanical Screens. Static Screens or Comminuting Devices..._._._._.».._.»._._.»._._...._.».»...._....»..» 2
(c) Get Removal , 1
Or
(d) Mechanical or Aerated Grit Removal 2
(a) Flow Measurirq Device ... 1
or
(f) Instrumented Flow Measurement..»...»
Preaeratlon....«......».............._«...»....»_»...»...«».»..»..................»
(h) Influent Flow Equalization 2
(I) Grease or Oil Separators - Gravity. 2
Mechanical ....»...»..»....».......» .3
Dissolved Alt Flotation ». 5
(I) Prechiorination »..».......»»«........»....».... .» ... 5
(4) PRMARYTREATMENTWffS/PROCESSFS
(a) Septic Tank (see definition No. 43)....»»».»..»_..««»............»» »» 2
(b) Imhoff Tank. ... .....». »•.«- 5
(c) Primary Clarifiers ».....»».........»..» 5
(d) Settling Ponds or Settling Tanks for Inorganic Non-toxic Materials(sludge handling facilities for water
purification plants,sand,gravel.stone,and other mining operations except recreational activities such as gem
orgold mining) _».».............»..».......».».»....».»...»..»...» 2
(5) SEOONDARYTREATIA3IT LNTSP ES
(a) Carbonaceous Stage
(I) Aeration-High Purity Oxygen System...».._._ .»»«._... 20
Diffused Air System....... »....»»....» ..»._»......».....»...»....»
1 0
Mechanical Air System (fixed. floating or rotor)».»_...»...^.....—»_..._..._..._.»_..._..._
Separate Sludge Remotion.».....»..»...» ...»».»»...».».«.......».. *
(II) Tricking Filer
HighRate.....».......«»...»».»..»......«.».»......................»_....._»..........».. . 7
Standard Rats ...._.. .»»..». »»... _..«.._»»».....................»». 5
PackedTower ...»....» ...»...»....»...........»..........»....». 5
(lil) Biological Aerated Filter or Aerated Biological Filter..____..._.__»_.___.___.__.»_.10
(Iv) Aerated Lagoons ».»».».».....»».»..»».. ».».......»....»....»...t 0
(v) Rotating Biological Contactors .».»..._................10
(vi) Sand Fitters -intermittent biologic.al....»........»«....»...»..»..._....» ».._».......».........».»..2
Recirculating biological....»»«..«.. » ......»..». ...».. . ...»....«....»» . »..»....»..«..a
(v11) Stabilization Lagoons...»»»».«.»»».—« —.»•»-»«...«.---»».»•—»».— .5
(viii) Cirrler ...«.»...«»...«. .»....»._.»»...»....»..«»....«.......».».»«
(ix) Single stage system for combined carbonaceous removal of BOO and nitrogenous removal by
nitrification (see definition No. 12XPoints for tNs Item have to be in addition to items
(5)(a)(1) through (5)(a)(v1il),
utilizing the extended aeration process(see definition No.3a) ».»»_..».»«.»»..»...»»•-.... 2
utilizing other than the extended aeration process...
(a) Nutrient additions to enhance BOO removal_».. ..».» .....»...»»...« ..........».5
(xi) Biological Culture ('Super Bugs')addUfon....._«.»_....»»..... -.—».».»»•.—»-»-••».—»5
(b) Nitrogenous Stage _..»_.20
(I) Aeration - High Purity Oxygen System. .».»».-.»..---»»»«»-
Diffused Air System..»......«..... »....» .»». .». .»»._.«.»...._....»«......».... .»».«»10
Mechanical Air System (fixed. floating or mtor)_..._.«_»»».«»._... ._»._...8
Separate Sludge itineration. ..»«..». ». . ».».«».—.».-.» «.«.»».».»..».....3
(ii) Trickling Fitter-High Rats.... »._ ........»......».. »»-»... 7
Standard Rate..«»».»».».._...............»........»».....».»......_.»............................»....... 5
PackedTower....».».......«»«_......._.»...._.».».».»«»..._.»«.««».»—«»«».«..»«........»
(III) Biological Aerated Filter or Aerated Biological Flier._-......_--M»......__--. »--_-10
(Iv)
(v) Sand Filer-Intermittent biological... ...» ».»...«.»-...» ».»........ 2
Recirculating biological. •.. ---- ..... .3
(v1) Chrl1r. ...-...».»._._»._».»..«».._».».«.».»_.-»5
(6) TERTIARY OR ADVANCED TREATMENTUNITS/PROCESSES
(a) AcWaed Carbon Beds• ..». 5
without carbon regeneration—...................».. »»»--»»»»-- .--»»--»•«»»--^
with carbon regeneratlon.._«.».» ».......».»»..»__..... »._».._ �«.«»16
(b) Powdered or Granular Act/rated Carbon Feed-
without .�.._..5
carbon regeneration.........«.-.».--«».---..--.-- --«
with carbon regeneration«.»r...» ».» »...._.......».»...«.».«.».»«.._«»t 5
(4) Air/tripping».»«._.»« «..»_».....»...._.»»..».»» « » .5
(d) DenlrMfcation Process...»..»».»».—»•---_••». _._...»..»»....».«.»....».»»t0
(e) EtectrodTalysis............••••••••••••••r.»••••••»...»••••••••••••...»_.....».»...«••••••••••••.-.»••••••••••••...-»••••••»»»»».»....5
(I) Foam Separatlon.» »..-........»»-»...»....—.._....»...»«»....----.—....»----«.»......3
(g) Ion Exchange.........».......»«.....---.------------------5
(h) Land Application of Treated Effluent(sae definition No.22b)(not applicable for sand,gravel,stone
and other similar mining operations) by high rate Hlttration _...»..._._»»._..»».».«»».------«.-»•»•»•4
(I) Mkroscreens......................»..».». ....»....»- .... ...«.......»....»...........«».........M .5
()) Phosphorous Removal by�lelogkal Processes(See dsMRfon No.26)»..««.«_.»»...--._—_—...-» w20
(k) Polishing Ponds - without seratlon......»......»»........-•-— ••-.•.•-»---« ••.»-»—•»--•»»•»»•»----•---•-2
withaeration..»......».....««»»......-.««««.._..»»..»..».»»......»».«....«....»....«....«»........5

• • (m) Reverse Osmosis 5
• (n) Sand or Mixed-Media Filters - low rate.....»...._........._....».........».........»....-..._..........»...»....................._ 2
•
high rate 5
(a) Treatment processes for removal of metal or cyanid 1 5
(P) treatment processes for removal of toxic materials other than metal or cyanid.....-.-...__._».»»._»..._.__ 1 5
(7) SLIAGETREATMENT
• (a) Sludge Digestion Tank - Heated (anaerobic)..».._......
Aerobic ...... 5
Unheated (anaerobic)
(b) Sludge Stabilization(chemical or thermal) 5
(c) Sludge Drying Beds-Gravity 2
Vacuum Assisted ......... 5
(d) Sludge Elutrtatbn 5
(s) Sludge Conditioner (chemical or thermal) 5
(f) Sludge Thickener (gravity) 5
(g) Dissolved Air Flotation Unit [not applicable to a unit rated as (3)(I)) B
(h) Sludge Gas Utilization (Including gas storage)
(I) Sludge Holding Tank - Aerated
Non-aerated
(1) Sludge Incinerator(not Including activated carbon regeneration) 10
• (k) Vacuum Fitter, Centrifuge, or Filter Press or other similar dewatering devices. »»..._»..»»...10
(6) RESIDUALS UTILIZATION/DISPOSAL(ndudng incinerated ash)
(a) Lagoons 2
(b) Land Application(surface and subsurface)(see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
or landil permit 2
(c) Dedicated Landfill(burial) by the permittee of the wastewater treatment facility..._.....».._..»._.._.....».....».» 5
(9) OSIWIECTEN
(a) Chlorination »...y 5
(b) Dechlorination
(c) Ozone 5
(d) Radiation 5
(10) CHEMICAL ADDITION SYSTEM(S)(see definition No.9)[not applicable to chemical addition rated as Item(3)(j),
(5)(a)(x1). (6)(a), (6)(b)• (7)(b). (7)(e). (9a). (9)(b) or (9)(c) 5 points each:
Ust 5
5
5
5
(11) MSSCEI.LANEOUS UNITS/PROCESSES
(a) Holding Ponds,Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than is common
for domestic wastewater .4
(b) Effluent Flow Equalization(rot applicable to storage basins which are inherent In land application systems).._2
(c) Stage Discharge (not applicable to storage basins Inherent In land application systems)--.-----.--.--.--5
(d) Pumps »» ...................... . . Q
(e) Stand-By Power Supply .........._. .»..»..................»_._........»..»...3
(I) Thermal Pollution Control Device.......»..........................-.......».................._................................-....».»..,,3
TOTAL POINTS _.».-....................................... f-(_C
CLASSIFICATION
Ciaes I »»....„5-25 Points
Class II ...26.50 Points
Pass II ...51-85 Points
ClassN»......._....»................».............»»............................»...» 66-Up 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 minimum classification of Class IL
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class IL
Facihies having treatment processes for the biological removal of phosphorus wet be assigned a minimum classification of Class fit.
.0004 OEF1IR10NS •
The following deflations shall apply throughout this Subchapter. •
(1)Activated Carbon Beds. A physicaVc emical method for reducing soluble organic material from wastewater effluent;The column-type beds used In this
method will have a flow rate varying from two to eight gallons par minute per square foot and may be either upflow or downfbw carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant site;
(2)Aerated Lagoons. A basin In which all solids are maintained in suspension and by which biological oxidation or organic matter is reduced through artificially
accelerated transfer of oxygen on a flow-through basis;
(3)Aeration. A process of bringing about Intimate contact between air or high purity oxygen in a liquid by spraying, agitation or dMusion(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4)Agriculturally managed site. Any site on which a crop Is produced,managed,and harvested(Crop includes grasses,grains,trees.eta);
(5)Air Stripping. A process by which the ammonium Ion le first converted to dissolved ammonia(pH adjustment)with the ammonia then released to the
atmosphere by physical means;or other similar processes which remove petroleum products such as benzene.toluene,and xylem;
(6)Carbon Regeneration The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7)Carbonaceous Stage. A stage of wastewater treatment designed to achieve'secondary effluent Imes;
(8)Centrifuge. A mechanical device In which centrifugal force is used to separate solidi from Squids or to separate liquids of afferent denstas;
(9)Chemical Addition Systems-The addition of chemical(s)to wastewater at an application point for purposes of improving solids removal.pH adjustment,
alkalinity control,etc.;the capability to experiment with different chemicals and different application points to ad4we a specific result will be considered one
system;the capability to add chemieal(s)to dual units will be rated as one system;capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(10)Chemical Sludge Conditioning. The addition of a chemical compound such as Rms.ferric chloride,or a polymer to wet sludge to coalesce tie mass prior to
its application to a*watering device;
(11)Closed Cycle Systems. Use of holding ponds or holding tanks for containmet of wastewater containing inorganic,non-toxic materials from sand.gravel.
crushed stone or other similar operations.Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12)Combined Removal of Carbonaceous BOO and Nitrogenous Removal by Nitrification-A single stage system required to achieve permit effluent emits on BOO
and ammonia nitrogen within the same biological reactor,
(13)Dechlorination. The partial or complete reduction of residual chlorine in a Squid by any chemical or physical process;
(14) Denhrfficatlon Process. The conversion of nitrate-nitrogen to nitrogen gas;

•
(15)Electrodfalysis. Process for removing Ionized salts from water though the use of ion-selective Ion-exchange membranes;
(16)Filter Press. A process operated mechanically for partially dewatering sludge;
(17) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the introduction of air In the form of fine bubbles;also called foam fractionation;
(18)Grit Removal. The process of removing grit and other heavy mineral manor from wastewater,
(19) Imhoff Tanis. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20)Instrumented Flow Measurement. A device which indicates and records rate of flow;
(21)Ion Exchange. A chemical process in which ions from two different molecules are exchanged;
(22) Land application:
(a)Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
(.e.. chisel plow);(not applicable for types of sludge described In(11) of this Rule];
(b)Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater.orto a land area as a
means of final disposal or treatment;
(23)Microscreen. A low speed,continuously back-washed,rotating drum fitter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24)Nitrification Process. The biochemical conversion of unoxidized nitrogen(ammonia and organic nitrogen)to oxidized nitrogen(usually nitrate);
(25)Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal.Biological. The removal of phosphorus from wastewater by an oak/anoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to increase effluent D.O.or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechanical,gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment;thus, zero points are assigned even though this Is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon is feed controlled Into the system;
(31) Preaeration. A tank constructed to provide aeration prior to primary treatment;
(32)Preliminary Units. Unit operations in the treatment process,such as screening and comminution,that prepare the liquor for subsequent major operations;
(33) Industrial Pretreatment.
(a)Pre-treatment Unit, Industrial. The conditioning of a waste at Its source before discharge,to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction In load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b)Pre-treatment Program.Industrial-must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed In a treatment works for the purpose of removing settleable and suspended
solids and BOO which is associated with the solids;
(35) Pumps. All Influent,effluent and in-plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37)Reverse Osmosis. A treatment process In which a heavy contaminated liquid is pressurized through a membrane forming nearly pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks In which a series of partially submerged circular
surfaces are rotated;
(39)Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons,or some other treatment process In which further biodecomposition is
expected to produce desired effluents;Hydraulic loading rates on these filters are computed in gpd/ac and have a resulting low gprnsf(less than one);
b) Recirculating biological-the same type of sand fitter as defined in Subparagraph(39)(a)of this Rule with the added capability to recycle effluent back
through the sand fitter,
(40)Sand or Mixed-Media Filters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a)low rate—gravity,hydraulically loaded lifter with loading rates In the one to three gprvsf range;
(b)high rate—a pressure,hydraulically loaded fitter with loading rates in the five gpmVd range;At any rate,the loading rate will exceed three gprvsf;
(41)Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeration. A part of the contact stabilization process where.the activated sludge is transferred to a tank and aerated before returning It
to the contact basin;
(43)Septic Tank. A single-story settling tank In which settled sludge is In contact with the wastewater flowing through the tank;shall not be applicable for
septic tank systems serving single family residences having capacity of 2,000 gallons or less which discharge to a nitrification field;
(44)Sludge Digestion. The process by which organic or volatile matter and sludge is gasified,liquefied mineralized or converted into more stable organic matter
though the activity of living organisms,which includes aerated holding tanks;
(45)Sludge Drying Beds. An area comprising natural or artificial layers d porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46)Sludge�Elutrfatlon. A process of sludge conditioning in which certain constituents are mmoved by successive washings with fresh water or plant effluent;
(47)Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings,driving engirfes,etc.;
(48) Sludge Holding Tank(Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester In which sludge may be
kept fresh,and supernatant withdrawn prior to a drying method(i.e.sludge drying beds);This may be done by adding a small amount of air simply to keep the
sludge fresh.but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaeraled tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49)Sludge incinerators. A furnace designed to burn sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50)Sludge Stabilization(Chemical or Thermal). A process to make treated sludge less odorous and putrescble,and to reduce the pathogenic organism
content;This may be done by pH adjustment.chlorine dosing, or by heat treatment;
(51)Sludge Thickener. A type of sedimentation tank In which the sludge is permitted to settle and thicken through agitation and gravity;
(52)Stabilization Lagoon. A type of oxidation lagoon In which biological oxidation of organic matter Is effected by natural transfer of oxygen to the water from
air (not a polishing pond);
(53)Stand-By Power Supply. On site or portable electrical generating equipment;
(54)Static Screens. A stationary screen designed to remove solids,including non-biodegradable particulate(floatable solids,suspended solids and BOO
reduction)from municipal and industrial wastewater treatment systems;
(55)Tertiary Treatment. A stage of treatment following secondary which is primarily for the purpose of effluent polishing;A settling lagoon or sand or coal filter
might be employed for this purpose;
(56)Thermal Pollution Control Device. A device providing for the transfer of heal from a fluid flowing In tubes to another fluid outside the tubes,or vice versa;
or other means of regulating liquid temperatures;
(57)Thermal Sludge Conditioner. A conditioning process by which heat is added for a protracted period of time to Improve the dewaerabiaity of sludge by the
solubilizing and hydraulizing of the smaller and more highly hydrated sludge panicles;
(58)Toxic Materials. Those wastes or combinations of wastes,Including disease-causing agents which alter discharge and upon exposure,Ingestion,Inhalation
or assimilation Into any organism,either directly from the environment or indirectly by ingestion through food chains,will cause death,disease,behavioral
abnormalities,cancer,genetic mutations,physiological malfunctions(including malfunctions in reproduction)or physical deformations.in such organisms or their
offspring;Toxic materials Include,by way of Wustration and not llmltalion:lead,cadmium,chromium,mercury,vanadium,arsenic,zinc,ontho-nitro-chorobenzene
(ONCB),polychlorinated biphenyl,(PCBs)and dichlorodiphenyl ulchloroethane(DDT);and any other materials that have or may hereafter be determined to have
toxic properties;
(59)Trickling Filter. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater is didrbuted;A high rate trickling
filter is one which operated al between 10 and 30 mgd per acre. Mow rase triddirg filter is one which is designed to operate at one to four mgd per acre;
(B0)Trickling Filter(Packed Tower). A plug flow type of operation in which wastewater flows down through successive layers of media or filtrate material;Organic
material is removed continually by the active biological!bed growth In each suocessaw layer. This method may produce*secondary'quality effluent,or may be
adapted to produce a nitrified effluent;
(81)Vacuum Filter,Centrifuges,or Fiiter Presses. Devices which are designed to remove excess waler from either digested or undigested sludge prior to disposal
or further treatment.

RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: 1.-ow1.1 wMIT? 1•`l hV
Owner or Contact Person: G&ak‘--. c1i c-cM
Mailing Address: ?F o3ox 2-4-9 2116 k
County: r ,.-rovk Telephone: "4-e4- 2 k-11- f
Present Classification: It New Facility Existing Facility
NPDES Per. No. NC002c3c336 Nondisc. Per. No.WQ Health Dept.Per No.
Rated by: K►t,r. /N Ro Telephone: 1-o4-463- 1659 Date:
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: cc<rr-r \ALL_k_1AwnS Grade: tB. Telephone: Lt- 3c
Check Classification(s): T Subsurface Spra Irrigation Land Application
Wastewater Classification: (Circle One) I II IV Total Points:
jaPLANT PROCESSES AND RELATED COPJTF90L EQUIPMENT WHICH ARE AN INTEGRAL PART OF INDUSTRIAL PRODUCTION SHALL NOT$E
CONSIDERED WASTE TREATMENT FOR THE PURPOSE OF CLASSIFICATION.ALSO SEPTIC TAN(SYSTEMS CONSISTING CNLY OF SEPTIC TANK
SAND GRAVITY NITRIFICATION LINES ARE EXEMPT FROM CLASSIFICATION
SUBSURFACE CLASSIFICATION SPFL
(check all units that apply) (the Post-its Fax Note 7671 Date ii/ - pages 3
1, septic tanks 1.,,_ To ewr^,eG.em From—r�s1.
2. pump tanks 2— !� 1
3. siphon or pump-dosing systems 3._ Co./Dept.conit5i.. G�a S Co. me
4. sand fitters 4.— Phone# Phone# '�4�
5. grease trap/interceptor 5.— Fax# 7155(PZZ
6 oiuwater separators s._ 51� 7 Fax#
7 _gravity subsurface treatment and disposal: 7`
8. pressure subsurface treatment and disposal: 8. oil/water separators
9, disinfection
10. chemical addition for nutrient/aigae control
11. spray irrigation d wastewater
In addition to the above classifications, pretreatment of wastewater in excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION(Appries only to permit holder)
1. Land application d biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classification,unless,the flow is of a significant quantity or the technology is unusually
complex,to require consideration by the Commission on a case-by-case basis: (Check N Appropriate)
1. Oil/water Separator Systems consisting only of physical separation,pumps and disposal;
2_ Septic Tank/Sand Filter Systems consisting only of septic tanks,dosing apparatus, pumps,sand filters,disinfection
and direct discharge;
3, Lagoon Systems consisting only of preliminary treatment, lagoons,pumps,disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Ctosed400p Recycle Systems;
5. Groundwater Remediation Systems consisting only of oiliwater separators, pumps,air-stripping,carbon adsorption,disinfection
and disposal; '
6. Aquaculture operations with discharge to surface wafers:
7. Water Plant sludge handling and back-wash water treatment;
8. Seafood processing consisting d screening 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 that 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)
1
REM POINTS
(1) Industrial Pretreatment Units or Industrial Pretreatment Program(see definition No.33) 11110.
(2) DESIGN FLOW OF PLANT IN gild[rot applicable to non-contaminated cooing waters,sludge handing lacilkiac for •
water purification plants.totally closed cycle systems(see definition No.11).and facilities consisting only of item
(4)(d) or items (4)(d) and (11)(d)) 1
0 - 20.000
20.001 . 50.000 ».»..... 2
•
50.001 - 100,000 _.».»...».».»»........» 3
100,001 - 250,000 4
250,001 - 500,000 5
500,001 - 1,000,000
1,000,001 - 2.000,000
2.000.001 (and up) rats 1 point additional for each 200,000 gild capacity up to a maximum of.._.«.___.
Design Row (gild)
(3) PRELIMINARY UNITS/PROCESSES(see definition No.32)
(a) Bar Screens _. 1
or
(b) Mechanical Screens. Static Screens or Comminuting Devices„...._._._-_.._._._._-_._._._._._._._-_...._.._...C2
(e) Grit Removal , 1
or
(d) Mechanical or Aerated Grt Removal ».......».».»...»....»_.»....» 2
(e) Flow Measuring Device .. ..».. _.»..»._.»................» 1
or
(1) Instrumented Flow Measurement..... _... »..».». .....».»».»
Preaeration....».»»...................»...».
(h) influent Row Equalization 2
(I) Greeds or Oil Separators - Gravity.». ..._».._..._..._...._........._..».._...._..._...._..._..._...._.._..._...._..._ 2
Mechanical.......»....»».......».»_-» .3
Dissolved Air Flotation »- 5
(l) Prechbrination »»...._ _-» S
(4) PRMMIRYTREATMENT WRS/PFOCESSES
(a) Septic Tank (sea definition No. 43) 2
(b) Imhoff Tank. ...» — .». ._ .5
(c) Primary Clarifiers. 5
(d) Settling Ponds or Settling Tanks for inorganic Non-teak Materials(sludge handling facilities for water
purification plants,sand,gravel.stone,and other mining operatiors except recreational activities such as gem
or gold mining) .»-_._. _ 2
(5) SEOOMARYTREATMBJT UNIMPROCESSES
(a) Carbonaceous Stage
(I) Aeration-High Purity Oxygen System.. 20
Diffused Air System....._.»».»»....... .»....»......._.»»......_.» »....
Mechanical Air System (fixed. floating or rotor)..-. .»__._....._-._.-_..._»_.__..._..._42)
Separate Sludge Reaers ion.»..».»»».»».».».».»_..»».».»
(II) Trickling Flier
High Rate ».. __..»»...»».» ...».. . .. .»».»...._....._.»..»»..._.».»..........
7
Standard Rate ...».....»»».»».»....»»...»...... »................»........._»....»».......5
5
Packed Tower
(III) Biological Aerated Filter or Aerated Biological Filter_.___.__._.-_.___-_...___.__.._».__.10
(iv) Aerated Lagoons —....».-...».....»........__».....»-_»_..-».».-_»-.»........»......................10
(v) Rotating Biological Contactors .....»..._................10
(vi) Sand Filters -intermI tent biological. ........»»_»._...........»....._......._...»......_.»..»--.»..2
Recirculating biological. _...»»...».. .».. .»»»............»»....».»......»....»......»..3
(vfl) Stabilization Lagoons ..».....»... ». »»».».. .. .........._....»........5
(vial) Gsrflsr ..»._.._ ... »....».. ..»..........._
(Ix) Single stage system for combined carbonaceous removal of BOD and nitrogenous removal by
nitrification(see definition No. 12)(Points for this item have to be in addition to Items
(5)(a)(1) through (5)(a)(viil).
utilizing the extended aeration process(sae definition No.3a) ».»»».».-«»...»..»-...........Q
utilizing other than the extended aeration process......_...._.» _.. ._..__._..-8
(x) Nutrient additions to enhance BOD removal........»...—_.».».».».»...-»_—»......».........—.-S
(xi) Biological Culture (Super Bugs')addition.....__.__._..»»......».»-_..»......_»._.........-..».»S
(b) Nitrogenous Stage
(I) Aeration - High Putty Oxygen System. -......._...._...._...r._._-.—...._.........._-..20
Diffused Ab System..»... .».»»_.»».»..»_».»...».. ..«.»... ...._....»»._.........». ».»»10
Mechanical Air System (fixed, floating or rotor)_»-_..._..-...,.-».»»-_»—......».-._»._..._...8
Separate Sludge Reaeration.»..».»_ — •3
(II) Trickling Flier-High Rate.—.-----.--------------.....r7
Standard Rate.............-----.-----------...«—._»-........ 5
Packed Tower...._.»
OR.) Biological Aerated Filter or Aerated Biological Fiter.__.__.___.--.-»_._—-.. » --._.10
(1v) Rotating Biological Contactors. — ...._.».»»........».._. _.».«...».»..10
(v) Sand Flier-intermittent biological.».. .. «.».»«..»...»-».».»-»».—«—.»._».»2
Recirculating biological. _» ».--•----»»-»» ----»»---•».-.-.-.»--3
(v1) defier. ...».-.-.»» »»..._.5
(5) lEFMARYORADVANCEDTREATMENTLNTWPFIOCESSES
(a) Activated Carbon Beds-
without carbon regsneratbn..»......»......-..»......................._»-.... ...........5
with carbon regeneration.---.------« ».».»».---- __15
(b) Powdered or Granular Activated Carbon Feed 5
without carbon regeneration._.- �..-.-..»»... --»»»»»-»--
......
with carbon regeneration».... - .. «................».........».».........»»15
(a) Air stripping...__«....» _...».....»W.»_.----«_._..»_—_» 5
(d) Denitrfficatbn Process — - » »»-...--...10
(e) Electrodlatysta...�------.------------.-----..5
(I) Foam Saparatbn..-.»._._-.».-»...«-........_».........................................».--.--.-----».._.-............»......-...».»».3
(0) Ion Exchange..»«................»..............._..».......».»._»...... ........»....�»».««.....-....»-»»-..-..�.. .5
(h) Land Application of Treated Effluent(see definition No.22b)(not applicable for sand,gravel,store
and other similar mining operations) by high rate IrVOtradon—_-__._.___._..._._—_..._. ...- -.---..-4
(I) Mkrosereens......... ---- ----------------.--5
()) Phosphorous Removal by illIetoglcal Processes(See definition No.25)»..»».-..--.»...--.».»»..»»......._.»»......20
(k) Polishing Ponds - without aeration-».....». .»...»..»._.».....-»...»».».»__»_.—....».»»--_._»_......_.......»»»2
withaeration---.—.--- ..............»..............»5

• The following scale is used for rating wastewater treatment facilities: (circle appropriate points)
1
ITEM POINTS
(1) In:Warta! Pretreatment Units ar Industrial Pretreatmont Program(seo definition No.33).- -
- ----______. EP
(2) DESIGN FLOW OF PLANT IN gpd(not applicable to rwri-contarrinawd cooing waists.siudgehanding facilities for •
water purification piards,totally dosed cycie systorns(sso doff/ikon No.11).and facilities consisting only of item
(4Xd) or items (4)(d) and (11)(d)I
0 - 20,000..
20.001 - 0,000.-.--------------.--.------------....2
10.001 - 100.000------------------:-.-------------2
100,001 - 250,000. -4
250,001 - 500,000.. --------:--.------------------:------....3
500.001 -
1.000.001 - -
2.000.001 (and up) rate i point additbnal-for each 200.000 gpd capacity up to a maximum of--...t
Design Flow (gpd)______
(3) PREUM1NARY UNITS/PROCESSES(see definition No.32)
(a) Bar Sateen, 1
Of -
(b) Mechanical Screens.Static Screens or Comminuting Devices --400
(c) Gil Removal. -,
or
(d)
(.) Flow Measuring DovIce 1
or
(I) Instrumented Flow Maasurement--.----.---- tap
(5) Preaeration.
(h)
(I) Grease or 011 Separators Gra7tiy. ..2
ext
Mechanical.. ----.--.---- —.----.--3
Dissolved Air 371oTatT— A
(1) Prechlortnation. .5
(4) PCIMARYTREATMEW U4ITSIPFOCESSES
(a) Septic Tank (sae definkion No. 43) -2
(b) knhoff TanIL---------------------.3
• (c) Primary Clarifiers— 3
(d) Settling Ponds or Settling Tanks for inorganic Non.taxic Materials(sky*handling facilities for water
purffic.ation plants,sand,"'val.stone.and other mining operatiors except recreational activities such as gem
Cl gold mining) 2
(5) SECON3ARYIREA1leE4T UNITS/PFCCESSES
•
(a) Carbonaceous Stage
(I) Ateration-14gh Purity Oxygen System.-- -20
Diffused Air System. -&)
Mechanical Air System (fixed, floating or nitor)-
Separate Sludge Reawaken. .3
(I) landing Raw
High Rate. .7
Standard Rate......---------.----------3
Packsd Tower.-- . — ....-----.S
(Ill) Biological Aerated Filter or Ae.r.ated Biological Flier .1 0
(Iv) Aerated Lagoons.--------------------.—.1 0
(v) Rotating Biological Contactors. .10
(v1) Sand Fitters -intermittent biological 2
Recirculating biological.--.........— ----3
(vii) Stabilization Lagoons---- .3
(VW) fairlrer. -(17)
(lx) Single wags system for combined carbonaceous removal of 1300 and nitrogenous removal by
rikrWcation(stie definition No. 12XPoints for(Ni Him have to be in addition to items
(5)(a)(I) through (5)(a)(vill).
u tilizing the*minded aeration process(see definition No..3a) -
u tilizing other than the extended aeration process.- ..s
(3) Nutrient additiors to enhance BOO removal „S
(xl) Biological Culture ('Super Bugsladdition.-----------------.5
(b) rittrogonous Stage
(I) Aeration . High Purity Oxygen System _ 0
Diffused Air System. -10
Mechanical Air System (fixed, floating or rotor)---_—.. A
Separate Skidgi Figuration -3
(II) Triciding Filter-140h Rate _7
Standard Rate_
Packed Tower. -5
(II) Biological Mrated Filter or Aerated Biological Flier. .10
(Iv) Rotating Biological Contactors---- .1 0
(v) Sand Filter.kierminent biological---------------------2
Recirculating bielogical--.----------3
(YI) Gager 3
(5) TEFMARY OR ADVANCED TTEADAINT LNITS/PROCESSES
(a) Activated Carbon Beds-
without carbon regeneration --S
. .
with carbon regeneration _.-._1 5
(b) Powdered or Granular Actkated Carbon Feed-
without carbon regenorattOn--. 3
with carbon regoneration----- , -15
•
l
d)a)
NI stripping
Denkrffk:ation Room- -- , -- .5
.1 0
Electrocialysis. ___—_----_______--3
0) Foam Soparation-.---------------------.3 ion Exchange -- -- -5
---
h) Land Application of Treated Merl(mos definidon No.22b)(not applicable for sand.gravel,stone
and other similar mining operations) by high rats adon.--- .4
iI)n Microscresne-- ---- — -----...-----------....5
phosphorous Removal by Biological Processes(Sea definition No.25)------_____.___Ao
(k) Polishing Ponds . without aaration....------. 2
A • _____j
with seration---.-------.—

(m) Reverse Osmosis - - 5
(n) Sand or Mixed-Media Filters - low rata 2
high rate 5
(o) Treatment processes for removal of metal or cyanide 15
(P) treatment processes for removal of toxic materials other than metal or cyanide....._......»_........».__..._.»_ 15
(7) SUJOGETREATVEN(a) Sludge Digestion Tank - Heated (anaerobic) 10 10
Aerobic
Unheated (anaerobic) .3
(b) Sludge Stabilization(chemical or thermal) 5
(c) Sludge Drying Beds-Gravity 2
Vacuum Assisted 5
(d) Sludge Ehrtrtation 5
(e) Sludge Conditioner (chemical or thermal) 5
(f) Sludge Thickener (gravity) 5
(g) Dissolved Air Flotation Unit (not applicable to a unit rated as (3)(i)) 8
(h) Sludge Gas Utilization (including gas storage)
(I) Sludge Holding Tank - Aerated 5
Non-aerated
()) Sludge Incinerator(not Including activated carbon regeneration) 10
• (k) Vacuum Filer. Centrifuge, or Alter Press or other similar dewatering devices.. ». _..__..__...»...._._10
(8) RESIDUALS UTILIZATION/DISPOSAL(inducing incinerated ash)
(a) Lagoons 2
(b) Land Application(surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
or landil permit 2
(c) Dedicated Landfill(burial) by the permittee of the wastewater treatment facility..._.....».._.. . .._....._....._.» 5
(9) CISNFECTIChl
(a) Chlorination $
(b) Dechlorination
(c) Ozone.............--- .5
(d) Radiation
(10) CHEMICAL ADDITION SYSTEM(S)(see definition No.9)(not applicable to chemical addition rated as Item(3)U).
(5)(a)(xi). (6)(a). (6)(b), (7)(b). (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List .5
.5
.5
».. 5
(1 1) MSCElANEOUS UNITSIPROCFkRES
(a) Holing Ponds.Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than is common
for domestic wastewater A
(b) Effluent Flow Equalization(not applicable to storage basins which are inherent In land application systems) 2
(e) Stage Discharge (not applicable to storage basins Inherent In land application systems)___µ_..._.__.__ �
Pu
s
(e) Stand--By Power Supply ...-..»._..........»...................__.......... *-
(I Thermal Pollution Control Device
.b
TOTAL POINTS .--_....................................... .._,S_i_
4 Slick/Lip -SG fZeavdZ
CLASSFICATIav
Class I..--.............................».....................»... -...............»--- »-»-»-..»»5-25 Points
Class II 26-50 Points
Cass III 51-65 Points
ClassN_..»..»....................... ......»........................... »»..»....»» 88-Up Points
Facilities having a rating of one through four points,Inclusive,do not require a certified operator.
Facilities having an activated sludge process wilt be assigned a minimum classification of Class IL
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class IL
Facilities having treatment processes for the biological removal of phosphorus wilt be assigned a minimum classification of Class III.
•
.0034 DERNrnoNs
The following definitions shall apply throughout this Subchapter. •
(1)Activated Carbon Beds. A physical/chemical method for reducing soluble organic material from wastewater effluent;The column-type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square foot and may be either uptow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant site;
(2)Aerated Lagoons. A basin in which all solids are maintained in suspension and by which biological oxidation or organic matter is reduced through artificially
accelerated transfer of oxygen on a flow-through basis;
(3)Aeration A process of bringing about Intimate contact between air or high purity oxygen in a liquid by spraying, agitation or dilusbnx3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4)Agriculturally managed site. Any site on which a crop Is produced,managed,and harvested(Crop includes grasses,grains,trees,etc.);
(5)AV Stripping. A process by which the ammonium ion Is first converted to dissolved ammonia(pH ad(ustment)with the ammonia then released to the
atmosphere by physical means;or other similar processes which remove petroleum products such as benzene,toluene,and xylem;
(8)Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7)Carbonaceous Stage. A stage of wastewater treatment designed to achieve'secondary effluent limits;
(8)Centrifuge. A mechanical device In which centrifugal force is used to separate solids from liquids or to separate liquids of afferent densidas
(9)Chemical Addition Systems-The addition of chemical(s)to wastewater at an application point for purposes of improving solids removal,pH adjustment,
alkalinity control,etc.;the capability to experiment with dfnerent chemicals and Month application points to achieve a specific result will be considered one
system;the capability to add demical(s)to dual units will be rated as one system;capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(10)Chemical Sludge Conditioning. The addition of a chemical compound such as lime,ferric chloride,or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing Inorganic,non-toxic materials from sand,gravel,
crushed stone or other similar operations.Such systems shalt carry a maximum of two points regardless d pumping facilities or any other appurtenances;
(12)Combined Removal of Carbonaceous BOO and Nitrogenous Removal by Mlrtficatbn-A single stage system required to achieve permit effluent Traits an BOO
and ammonia nitrogen within the same biological reactor,
(13)Dechlortnatlon. The partial or complete reduction of residual chlorine In a liquid by any chemical or physical process;
(14) Denitrfflcation Process. The conversion of nitrate-nitrogen to nitrogen gas;

(15) Eiectrodialysls. Process for removing ionized salts from water through the use of ion-selective ion-exchange membranes;
(16)Filter Press. A process operated mechancaity for partially dewatering sludge;
(17)Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the Introduction of air in the form of fine bubbles;also called foam fractionation;
(18)Grit Removal. The process of removing grit and other heavy mineral matter from wastewater;
(19) Imhoff Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber. •
(20)Instrumented Flow Measurement. A device which indicates and records rate of flow;
(21)Ion Exchange. A chemical process in which ions from two different molecules are exchanged;
(22) Land application:
(a)Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
(i.e.. chisel plow);[not applicable for types of sludge described In(11) d this Rule);
(b)Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewaterpno a land area as a
means of final disposal or treatment;
(23)Mlcroscreen. A low speed, continuously back-washed,rotating drum filter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24)Nitrification Process. The biochemical conversion of unoxidized nitrogen(ammonia and organic nitrogen)to oxidized nitrogen(usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of convening ammonia nitrogen to nitrate nitrogen;
(26) Phosphate Removal. Biological. The removal of phosphorus from wastewater by an osic/anoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to increase effluent O.O.or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechanical, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or woes moves in a fairty thin layer and the operation of the cascade requires no operator
adjustment;thus, zero points are assigned even though this is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A biophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon is feed controlled Into the system;
(31) Preaeration. A tank constructed to provide aeration prior to primary treatment;
(32)Preliminary Units. Unit operations in the treatment process,such as screening and comminution,that prepare the fpuor for subsequent major operations;
(33) Industrial Pretreatment.
(a)Pre-treatment Unit, Industrial. The conditioning of a waste at its source before discharge,to remove or to neutralize substances Injurious to sewers and
treatment processes or to effect a partial reduction in load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b)Pre-treatment Program,industrial-must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed In a treatment works for the purpose of removing settleable and suspended
solids and SOD which is associated with the solids;
(35) Pumps. All influent. effluent and in-plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37)Reverse Osmosis. A treatment process In which a heavy contaminated liquid is pressurized through a membrane forming nary pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks In which a series of partially submerged circular
surfaces are rotated;
(39)Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons,or some other treatment process in which further biodecomposhlon is
expected to produce desired effluents;Hydraulic loading rates on these fillers are computed in gpdrac and have a resulting low gpr/sf(less than one);
b) Recirculating biological-the same type of sand fitter as defined in Subparagraph(39)(a)of this Rule with the added capability to recycle effluent back
through the sand filter,
(40)Sand or Mixed-Media Fitters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a)low rate—gravity, hydraulically loaded filter with loading rates in the one to three gprnsf range;
(b)high rate—a pressure,hydraulically loaded filter with baring rates in the five gpm/sf range;At any rats,the loading rate will exceed three gprn'sf;
(41)Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaerailon. A part of the contact stabilization process where the activated sludge is transferred to a tank and aerated before returning It
to the contact basin;
(43) Septic Tank. A single-story settling tank in which settled sludge is In contact with the wastewater flowing through the tank;shall not be applicable for
septic tank systems serving single family residences having capacity of 2,000 gallons or less which discharge to a nitrhicatlon field;
(44)Sludge Digestion. The process by which organic or volatile matter and sludge is gasified,liquefied,mineralized or converted into more stable organic matter
through the activity of living organisms,which Includes aerated holding tanks;
(45)Sludge Drying Beds. An area comprising g natural or artificial layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46)Sludge Elutriation. A process of sludge conditioning to which certain constffjents are removed by successive washings with fresh water or plant effluent:
(47)Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings,&fving engines,etc.;
(48)Sludge Holding Tank(Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester in which sludge may be
kept fresh,and supernatant withdrawn prior to a drying method(le.sludge drying beds);This may be done by adding a small amount of air simply to keep the
sludge fresh,but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention)without resulting odor problems;
(49)Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and cambustble materials and reduce the sludge to a sterile ash;
(50)Sludge Stabilization(Chemical or Thermal). A process to make treated sludge less odorous and putrescxble,and to reduce the pathogenic organism
content;This may be done by pH adjustment, chlorine dosing,or by heat treatment;
(51)Sludge Thickener. A type of sedimentation tank In which the sludge is permitted to settle and thicken through agitation and gravity;
(52)Stabilization Lagoon. A type of oxidation lagoon In which biological oxidation of organic matter Is effected by natural transfer of oxygen to the water from
air(not a polishing pond);
(53)Stand-By Power Supply. On site or portable electrical generating equipment;
(54)Static Screens. A stationary screen designed to remove solids.including non-biodegradable particulate(floatable solids,suspended solids and BOO
reduction)from municipal and industrial wastewater treatment systems;
(55)Tertiary Treatment. A stage d treatment following secondary which is primarily for the purpose of effluent polishing;A settling lagoon or sand or coal filter
might be employed for this purpose;
(56)Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing In tubes to another fluid outside the tubes,or vice versa;
or other means of regulating liquid temperatures;
(57)Thermal Sludge Conditioner. A conditioning process by which heat Is added for a protracted period of time to Improve the dewaterability of sludge by the
solubilzing and hydraulizing of the smaller and more high*,hydrated sludge particles;
(58)Toxic Materials. Those wastes or combinations of wastes,Including disease-causing agents which after discharge and upon exposure.Ingestion,Inhalation
or assimilation into any organism,either directly from the environment or indirectly by ingestion through food chains,will cause death,disease,behavioral
abnormalities,cancer,genetic mutations,physiological malfunctions(Including malfunctions in reproduction)or physical defomatlon.In such organisms or their
offspring;Toxic materials include,by way of illustration and not limitation:lead,cadmium,chromium, mercury,vanadium,arsenic,zinc,ortho-nitro-chlorobenzene
(ONCB),pohychbrtnated biphenyl*(PCBs)and dichlorodiphenyl tnchloroethanne(DDT);and any other materials that have or may hereafter be determined to have
toxic properties;
(59)Trickling Filter. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater is distributed;A high rate trickling
lifter Is one which operated at between 10 and 30 mgd per acre. Mow rate trickling filter is one which is designed to operate at one to four mgd per acre;
(60)Trickling Filter(Packed Tower). A plug flow type of operation In which wastewater flows down through successive layers of media or filtrate material;Organic
material is removed continually by the active biological fixed growth In each successive layer. This method may produce'secondary'quality effluent,or may be
adapted to produce a nitrified effluent;
(61)Vacuum Filter.Centrifuges.or Filter Presses. Devices which are designed to remove excess water from either digested or undigested sludge prior to disposal
or further treatment.

' MEMO TO : State Review Croup rJJODivision of Environmental Management
He Oa cas r (t- /11004,o le Regional Office
FROM : W 0/L 6 WO Regional Supervisor /,.Z 194
Date
SUBJECT : Procedure Four (4)
APN �(� MiD4PL State Review Group B`{,Z 6A3:
Review Engineer
Orrv/lOi /I
Regional Office Contact G T �
61,44 L)&4 /
1) Name of wastewater treatment plant to receive the wastewater
`1�dn q J44 wW Tp
2) WWTP design capacity I. Op MGD
3) NPDES Permit No. NC ljp,Zpd 3fo Expiration Date 67 /3/ / 95
4) Compliance Information:
Present treatment plant performance
for previous months - beginning // / o/ l 93
Permits/SOC Limits Monthly Average
a. Flow GPD GPD
•
b. BOD mg/I mg/I
c. TSS 5 mg/I mg/I
d. NH3 mg/I mg/I
e. Fecal Coliform /100 ml. /100 ml.
f. D.O. mg/I mg/I
9.
h.
i.
Note: Compliance screen printout may be attached in lieu of completing this item.
5) . Quantity and type of wastewater from proposed sewers:
GPD
domestic. 11700
industrial
other
6) Volume from previously approved projects not yet tributary to.
WWTP 0 GPD
7) Regional Recommendations: Approval Denial
(Any additional comments should be attached to this form)
4 . sa,/&; 7,�' t aG )1,fip e ,o.o MLD eatieR a� = 1.4 11
,gee 4140 ( I 144>fti-44.5ed 4741: o, oS dSrZ etfP
civ/gwt

•
al s 9..9 ° t, 2
4 b947 •©
• /.Ire I.l./VII MI I .I rl Li li re IP ti•J rC I f.I)•C I ,I I
Ii J rC LL J rC J...l•ICII
n n f I.II II 8 I YI J•1-•I•-I I .Y et'II, !1 I! - II I - .•Y• T !1
le le .3 /C V11.A.•.)•.3...1 / IC VI I.L.M..3.../ 1 ICL•I1J-..)•.)..I I 14 V41J....)tJ...I I It V//.l.Jr3...I I L!i Lei,, rCI trl'J.l L'J.re
n if n v 1. n. Y 1•• I 01 Yf T eletet eav :et n v YI" •t
V n II I T•.1 1le,'lI•..... l/li l/ .... . l l i r S. V/ .•l/ .. .G-i.. �.. 4! L./ 414i li W. r li J:<1..4 I TV.1 I•C J.el I.rC
en re f Y• -V Y1 n f 1 et v • Yt Iv ! • .-1 . 1' -•I"II,I•-I AI I
LJ.:.3 4.1 4....t/li r w.. L•4' \/. .=t Y r 4../w. r V W i./:-V •J../4•LA J i 1 V
I -p
V ti v I J 4./V Y r ..•4 f V L., to' r Y r t/v C.-L., l/li v L./ F XIII li r i V t/
a• -v • .1 :•• v
l.,42 �:t .• 3 T ) li v l/l/1• M•v L., r Li t,'v.::1 t.,t/4' ` • L.I\i i•V L./
ea ,en Y•Y1 Y•Y
.:Y r • .:I L.4..Li• r L./v V.:N t/4•Y l/v v t/li ...1•./a L..4 4./lee V L/
. r • .::I r V i./• t/•• /le r I L.!• .::/ 4-1 rle.::1 t••... l./Vr R' v .,.L'i•V i./
et
JS
L., r .:.1P LJ i... leY t/l/T .:A v V t/to*
'V • l It. r ti.::f/rfr Y i li: V L./
.::Ir ::/ , e L./ 4 T )'.:.. t/le XiY.::I le l/ V r L./ r✓ 43 li i V l./
•4' r .:a I i./I• v'• L.,v V L./ ..t l:l./ 3' •...v r r .:1✓)' �/.::1 L.I . . Y 4't!i•4'4./tl L.,a ...t1 le4•.4 v r le Y li le le
le••L./Lw ...1 i 1 v V J..4' ..A r r L.,.44 a w le 4•LJ
Y
y f f • f.t v Y y
II I 7 r4./..e Y r Li V r.= r li J)1M t.'tr. w r .GV Y Y Y L.•V a 4'4.1
M n T en ! • I 1 n f a I f l :t Y• n l .•.a , 1 I .'• I
V V r r J..T 4./ r le •::1 Y l/ r t.•l/ ti. r 4'u:�.I r l.•: V 4./
en e �/+n^f
L., r T / •:..L.,'I t r V'Y /4./Y V f r l.. \/\/f .J a le Le.i Y I..• ►//d.W
._.u•V , v a!I..,
4JJ a .f iJ:_ �u f Id 1 r'L., Le l • 4.. 4..V 4../Te f r r i 4.1
.•1.a• J•••III MY t.•t • K .•Y• v
L./%A ...It 4 J..J LJ II/w/ J. 14•/*•/ �./-A..1 VIIle r w.t tIS Os./.L./ J. -1J W.1 AA 1J, lL J r4/ju I1J..1 VtJrt
r1 r I Ya Y•:•et Y•
li ji V l,•.:1 i r/ rL. L,• r•I't/u' leJ...414/le l/ r:..ti'le le XI V•V 7
• n I I r •••I••-•I•I
144. .L.r1 V J w V /l•L./C114./•.// 1CW J•J-.IV /L tIC V.L..i f+<W./.J.V•./1../ I
I••Y.. n n!t Y• .•i Y•'• YY• I . I 1 II I •- .^
r JJ •,' 1J t.'u'le.= I1W 1...1 Il'J J.J JLt JW t V 4 I4./1 1Ji./1/1 il.../ 44t•Yd.r) /l.L.4 441.J V-.1
Y•!•t•••I I .•• I . 1 - n• It.••
..J .../u t Li r V W r r L..LJ • lL 4../J.I..I..•I 1J •L./J LJJ/ ..J I-1 r l/l! ..A 4.I,J J.IJ I i...t/114..l/L/l./IC .4..J.ry I-t...MA
..
.L.IJ4.IIJJ<LI .J J..J It I V 14 V 4.f4I J V I.J. 4 I t V i a- JC.I ...1t V 4. 1/J T4L./wI
/ f 4W/ rL.•iL, r r ._ 41•In/lrY/ Wif . /l.1•
l _.

"field is -mil/- 7 C_
State of North Carolina
Department of Environment,
/ Health and Natural Resources
Division of Environmental Management c� lirilirCir41A
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p H N F .
A. Preston Howard, Jr., P.E., Director
N.C. DEPT. OF
ENVIRONMENT, Fi� ,'.). :l,
&NATURAL RF S0 U k C 3
December 15, 1994 ®Ec 21 1334
MS REVA BRASWELL
TOWN OF STANLEY DIVISION OF ENVIRQN EEL `AA'. ;J
PO BOX 279 - MOORESVILLE RECI q C.::''.i
STANLEY, NORTH CAROLINA 28164
Subject: Application No. WQ0010401
Bennington Woods
Sewers-Public
Gaston County
Dear MS BRASWELL:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on December 15, 1994. This application has been assigned the number listed
above. PLEASE REFER TO THE ABOVE WATER QUALITY NUMBER WHEN MAKING
INQUIRES ON THIS PROJECT.
Your project has been assigned to Buzz Crosby for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with an additional information letter.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Buzz Crosby at [phone].
r
Sincerely,
iL i_
, t �__ _‘-C ,L-\- .1_..
r ?Caro -rn McChkill
(_ Supervisor, State Engineering Review Group
cc: Mooresville Regional Office
Fox Engineering
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

•
SCAn
41t;I- 1.14
4140
_ tm. -
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
PUMP STATIONS, AND PRESSURE SEWERS
I. GENERAL INFORMATION:
1. Applicant (corporation, individual, or other): Town of Stanley
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Reva Braswell , Interim Town
Manager
3. Mailing Address: P. 0. Box 279
City: Stanley State: N. C. Zip: 28164
Telephone No.: ( 704 ) 263-4779
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs., letters of flow acceptance, Operational Agreements,etc.):
Bennington Woods Subdivision
5. Application Date: December 5, 1994 6. Fee Submitted: $ 400 .00
7. County where project is located: Gaston
II. PERMIT INFORMATION: '�1
1 . Permit No. (will be completed by DEM): �,0� aD V .
2. Specify whether project is: xx new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.9). Submit only pgs. 1, 2, 9 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number N/A and issue date
4. Specify whether the applicant is xx public or private.
FORM: GSPS 4/91 Page 1 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 2 (4/91)
III. INFORMATION ON WASTEWATER:
1 . Nature of Wastewater: 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital,commercial, industrial, apartments, etc.:
Residences
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: monA
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated by this project: 56 , 520 gallons per day
6. Explanation of how wastewater volume was determined:
157 Residences Times 360 gallons per day per residence
IV. DESIGN INFORMATION:
1. Brief project description: Construct 157 Service Lines (4" ) ; 12 , 553 LF
of 8" PVC Sewer Line; 63 Regular Manholes : 5 Outside Drop
Manholes; a Sewer Pump Station having two 100 Gallons Per
Minute Pumps with approximately 3 , 600 LF 4" PVC Force Main.
2. Name of wastewater treatment facility receiving wastewater: Town of Stanley
Waste Water Treatment Plant
a. Facility permit no.:
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Downstream sewer lines are properly
sized to receive the anticipated loadings .
2 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
• . PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below:
Dia. Length Pipe ,�CI mr N Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover (in)
12 , 283 PVC c=140
8
0. 5 11 . 22 2 11 .6 3 '
_$. 275 D. I . e"7-172-0 0 . 5 36 .0 2 17+ 0 '
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
Ductile Iron Pipe Used . Anchored with concrete collar at
each bell .
5. Maximum sewer reach length between manholes: 400 linear feet.
6. This sewer line segment occurs between manhole no. 16 and manhole no. 17
7. Does the owner/operator have the ability to clean this length? xx Yes No.
8. Sewer subject to existing or planned traffic bearing loads? xx Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Sewer Lines have sufficient depth
9. Outside drop manholes are provided where invert separations exceed: 2 . 5 feet.
10. Identify (by manhole number) those manholes that have drop connections: # 16; # 11 ;
# 48; # 53; # 1
3 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 4 (4/91) •
11. Maximum allowable infiltration/exfiltration test rate: 10 GPD/pipe dia. in./mile.
Note: Must not exceed 200 GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
No wells on property
a) 100 ft. horizontal separation from wells or other water supplies? — Yes Xx No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? Xx_Yes _ No
• c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? XX Yes w No
13. Are manholes subject to flooding? _Yes XX No
14, If yes, are manhole rim elevations 1 foot above 100-year flood level, _, Yes _ No
(100 year flood elevation should be indicated on plans) N/A
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes _ No
N/A
16. Identify (by manhole number) those manholes that are vented: None
17. Does this project involve any stream crossings? _yesxx.xno. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
4 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGES of 10 (4/91)
V. PUMP STATION INFORMATION
1 . Pump Station No.: ONE (A separate sheet V.1 through V.15 should be
submitted for each pump station)
2. Name of closest downslope surface waters: Mauney Creek
3. Classification of closest downslope surface waters: WS-IV (as established
by the Environmental Management Commission & specified on page 6 of this applic.).
4. If a power failure at this pump station could impact waters classified as WS, SA, B, or
SB, describe which of the measures are being implemented to prevent such impact, as
required in 15A NCAC 2H .0200: Pumo Station would discharge to Mauney
Creek ¶,'hi.ch is the same stream that the Town of Stanley WWTP
discharges into and the WWTP does not have backup power. The
Power source is very reliable as evidenced by the attached letter.
• 5. What size pumps are provided? 100 GPM
6. How many pumps are provided? Two
7. What is the maximum capacity of the pump station? 273 ,600 GPD
8. What is the design total dynamic head? 150 feet
(Will set controls)
9. How many pumping cycles will occur at the design flow rate? 2 cycles per hour
10. Check if provided at pump station:
Alternate Power Source
Wet Well Vented with Screen X
Fillets in Wet Well x
Check Valves and Gate Valves X
Security Fencing x
Lockable Wet Well Cover x
Area Light X
110V Electrical Convenience Outlet X
Flood/Buoyancy Protection X
High Water Alarm X Audible and Visual Auto Dialer
11. Summary of force main (by diameter size and pipe material):
Diameter Length Pipe High Low Minimum Maximum Minimum
(Inches) (Linear Ft) Material Elevation Elevation Velocity(fps) Vel.(fps) Cover (in)
4 3 ,600 PVC 776 680 2 .0 4 .0 3 '
12. Are air release valves provided at all high points along the force main (must be provided
where the elevation difference exceeds 10 feet)? XxX yes ' no
13. Is pump station subject to flooding? yes xxx no. If yes, what measures are
being taken to protect against flooding?
14. If subject to flooding, specify the 100-year flood elevation: N/A Feet MSL
15. Are there existing or planned pump stations downstream of this station? yes XX no
If yes, the engineer shall evaluate the ability of those pump stations to adequately handle
the subject flows.

UKAv1 t Y SEWL:R EXTENSION & PUMP STATION
PAGE 6 (4/91)
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the surface waters identified in number 5
below and on the attached map segment:
Name of surface waters: Mauney Creek
Classification (as established by the Environmental Management Commission): WS—IV
Proposed Classification, if applicable: N/A
Signature of regional office personnel: ( r e, Date: l,Z -44 -?
INSTRUCTIONS TO ENGINEER
In order to determine whether provisions for dual or standby power may be required for the
subject facility, the classification of the closest downslope surface waters (the surface waters that
any overflow from the facility would flow toward) must be determined. You are required to
submit this form, with items I through 10 completed, to the appropriate Division of Environmental
Management Regional Water Quality Supervisor (see attached listing). At a minimum, you must
include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows
the subject surface waters. You must identify the location of the facility and the closest downslope
surface. waters (waters for which you are requesting the classification) on the submitted map copy.
The application may not be submitted until this form is completed and included with the submittal.
1 . Applicant (corporation, individual, or other ): Town of Stanley
2, Name and Complete Address of Engineering Firm: Fox Engineering
1541 Timberlane St .
City: Gastonia State: N. C. Zip: 28054
Telephone No. ( 704 ) 864-4766
3. Project Name: Bennington Woods Subdivision
4. Pump station design flow: 56 , 520 GPD; 100 GPM
5. Name of closest downslope surface waters: Mauney Creek
6. County(s) where project and surface waters are located: Gaston
7. Map name and date: 12/5/94
8. North Carolina Professional Engineer's Registration No. 3945
9. Print Name of Engineer Dennis Fox
10. Seal and Signature (specify date): December 5 , 1994 CAfi
.` ��tt CgRO
.pgFE8S%p•<r:9,
r• r--
6of 10 l
r ,
osi llllloo,,

DIVISION OF ENVIRONMENTAL MANAGEMENT REGIONAL OFFICES (4/91)
Asheville Regional WQ Super. Washington Regional WQ Super. Raleigh Regional WQ Super.
59 Woodfin Place P 0 Box 1507 3800 Barrett Dr.,Suite 101
Asheville, NC 28802 Washington, NC 27889 Raleigh, NC 27609
704/251-6208 919/946-6481 919/733-2314
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Bertie Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
•Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancy Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQ Super. Mooresville Regional WQ Super. Wilmington Region. WQ Super.
Wachovia Building,Suite 714 919 North Main Street 127 Cardinal Drive Extension
Fayetteville, NC 28301 Mooresville, NC 28115 Wilmington, NC 28405.3845
919/486-1541 704/663-1699 919/395-3900
Anson Moore Alexander Mecklenburg Brunswick New Hanover
Bladen Robeson Cabamis Rowan Carteret Onslow
Cumberland Richmond Catawba Stanly Columbus Fender
Harnett Sampson Gaston Union Duplin
Hoke Scotland IredeU Cleveland
Montgomery Lincoln
Winston-Salem Regional WQ Super.
8025 North Point Boulevard, Suite 100
Winston-Salem, NC 27106
919/761-2351
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
7 of 10

GRAVITY SEWER EXTENSION & PUMP STATION .
PAGE 8 (4/91)
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, details on the pump station, and must
show the proximity of the sewer extension to other utilities and natural features.
Specifications may be omitted for delegated authorities. Each sheet of the plans and the first
page of the specifications must be signed and sealed. Three copies of the existing permit if
a renewal or modification.
c. Three copies of all calculations, including pump selection, friction calculations, cycle
time, pump curves (including system curves applicable with one pump running, two
pumps running, three pumps running, etc.), and evaluation of downstream pump stations.
These items must be submitted under the signature and seal of the North Carolina
Professional Engineer.
d. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
e. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
f. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
8 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 9 (4/91)
Name and Complete Address of Engineering Firm: Fox Engineering
1541 Timberlane St .
City: Gastonia State: N. C. Zip: 28054
Telephone No. ( 704) 864-4766
Professional Engineer's Certification:
1, Dennis L. Fox , attest that this application for Bennington Woods
Subdv. , Town of Stanley, N. C. has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 3945
Print Name of Engineer Dennis L. Fox K*',`%t0��� CARtt gm O�,,�,'
Seal and Signature (specify date): Dec. 5, 1994 s 4 i ..
: 3945 -
i
t, ':�./NEE •'
',„4•
,13..... ....... 1 5194—
Applicant's Certification: ...............``
Mana
I, Reva Braswell , Interim Town /, attestViart this application for Bennington Woods
Subdivision, Town of Stanley, N. C.
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature Date —S 9
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626.0535
TELEPHONE NUMBER: 919/733-5083
9 of 10

GRAVITY SEWER EXTENSION & PUMP STATION
PAGE 10 (4/9 1)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
• Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000 GPD and
Single Family Dwelling $240 $120
Sludge <or= 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
10 of 10

i iyiz.,11 1 ur 1 Ili:, 1IN 1 L.HiU i'‹ ,
i
tS'
GEOLOGICAL SURVEY
81*07-30" 489000rn E. 4
352230" 90 ALEXIS 2,5 MI. 491 492 5' 4(...' '--...,--) i- • t i 1 ‘-y
V..:.) • ..„.
,__.)))) ._.:—;;,i(-1 11 : `----Z( -_-- .\•,,\ //'
,b_•,,... _,..-/7-1 , .ft! \_.,_ ';'\'‘, ,
(
••-7---): • `' ( o_zd \. 8-0-0 .--„ , /) ••.-. .:.,,__', -,/, ...--:-:4../ r-. :.) , ,`,, \
"7-1/ 1/R 'kZ., ' , ---,-17,<..---.:-_-_-• .,)..)/---,. ,..) ,,... .,--\_...
./...-
\\:\ . Ar------ ,,....;.• :
\L\''. I ) .\ \--;:-.-.,\'.-/-.' •--- L .
1: ...:'-'-••• ....,,,,../A, ...,. 7 _. ,/,. :C4 . \___ 't,' s))2r..,-,' '!'(----__.t..s:'''7::-•(i':;-..s,.\ ‘...
3/1441. :--- ,'\---) ) ,.,,,,,,,,_—_77-• N. .1./•<, • 83P - -7% .
...
. . .-4.+, ..._....,,,
y 200.t..1. ,,,.. 0.),-.-s.\1-:-/) /-:"---- -- ,_.7: .----f"-/' -- 1 • . ,•••7"— ‘ ,-„_—;-.,.. ..:•.=:=.7-=-
coo I .-- .1 --\ ..-•••N''''--"N';-----J- r- )(--",../.\_ `--., ‘\‘,
' 0?)J. ).1. ‘,,._,. (••, •
•-- i-1--
.. ..f. •,,„•• n . ...:0,,,w; .4----.....gLei... , - , ......----.„4, /. "---- 1 ...1----) ) \---' ..•%'-''.
.\\----- --------j- tii•---0°`-k. ' f\
..)1'. './ " 0°/..'. - ' • '... /
4- • \\ .(_,,,v \ .,-;-...;e: '. . .._,--/\.-- j c\-.,:y ., •:....,,i'/--,:-/.;'‘.. ..-'t
(-'-i".:N\ ) 1 :--- •-••i• , --)
-- ‘I \ .-- 0 '-, 5.,""----;.•`.''.. ---. '/?j,?-1,) i( ,'
4..v" '.-Z", " -7//:-.Ji-- -E T-- \ i' \/- c_T- -,;•-_---:. -----, .., , c /_"- --Ii )
,,. , ,,?2))._.. ......) y,„.e...-..—, ,,,,-- 7..r._ __, ,...,7,2_,_, , _ • _ , , . , _. A% • ,`,• „',/"„/••-•.) \ i /
-I ),• r- N....--( ( . ',,•-• ,N , '‘,==-7-'-. --.. ,'7,1:),........,_ . .
,.. ‘ C.)7 (1----N'\:;.: ---•Serkage• \ .—, --- --,-.=-?-••: 03---__::::ar nkS ‘ ;‘-`--J -7-4- -- \ L. ---, . .
1 .-"%-• (p (-;\I if.. i
3913 Maune;,.,1'2,,, \,..,-1 r , ,..„ ___\.,0,ispy,ial.....„, trati.,:s ____; • 91/ • nbi --•Kleersili „ - ')) "..) /
itl1/44,.1 ,totiti,-----./ re,t,#,\-: / --- -56 -.- *--4------ ) \ / oo
\.‘ e mi.- N.,.., . ( ( /I'
..." • 9:. .3.1 :..,7A2.5 ‘ -' - - "de - \ (-- —- -/ .: A--ji /--•• ,
,C., < .k ( t,,, mwol , ,(3,......\,,.,_ 7...... \7... •., y \ .s.
,
)„,, . 's.. -..-- .. ---,., ----„,-_-----(:).., . .,,..--s: - , cH,„„..Lirli,'. Sta )1_,,./ \ ) / •
. \_ , ., , --••• 0
, .--
\..:. .-. /„--,---..: ..-...,A,!,.,.. i . • „ ..(... , /----/- .. . „,,\ .....-17. ',..\,,,--\ \( •N,,,,,
is\. \,- . -.,, •, (:_!.\. - -_-_--,-.,f(4). ..r 11 _....4, _....- City, \.'ki N:', . • i/ ,„..._.j"- t 9 ......"))
_ , • I \ (
.--- ."."--4:?....-• ,')* •- %,..'''.. " * I -.-A7 A- \,...„; \\:,,, ,,,:,:... .,, , \-. .., 1. • -", ••,,
),, 0-83!) . . (,7,...„.2_ .„1 .-• ,d, .__....‘,..\•_____. 14.• ,.. ( 1 . :_...„..! \.•• ir , (....) ) v
) --:.-.''''.- '4) „,...ill•'.*.ri.-' /......_ ,, ___. ) \ • ....._,...,-„,---........„.„, .
: ... _
,: . ,_,_ . 27 7 •! ,„--'. ,
342 ,' e!\A. : / ( i•-?': .7 / .,.... ..--.2 i , ...S ...‘ ,,----......, ; -82!„.., y \
_1 • .. .,, ,,. \ , 1 •: r
r :\ - -•%'4 .0 %/,1/ 1 --,-- q - i „,,0°,/, 'Ns':
,,,. \ ) , , i, . •,
I ;
. :,, __,--..:-.-s,, ,•.-, ,, (, . .
.." -ii• '-';'••/ *I(gfi-. - .,. .. _:_.
.
, l
\; _ i
'))) ) ,.--'-' //.• ,/e, ( . ...
7 __K(, . (---,.. . . 800 — •/----,----.."—,-,-„A.,_
1 00 '• .7 -.1 ' ' ) . - %.''
., 1 /::::;•,) ('. )/ ((\-(:::7:‘,:-.,..r-r,—;---- -----t---------9-4-----V.'Sfringtieki 7, •4.7.......\---__ \\ 0,.
\ • • \ \ \ .
-----2. .CS.,:::,/i ....,_._.._ ._ .........7. 1 SC ha‘,../
)
/.:,....____ ____....., ...--- '( 014.1&•,, • .. , , • --•.--•- --. • ----,,„ ....ri ) ,,,,, /• tp.
,,,, ,,/ ,------•.,-,, I ., d .\field hfe:non_a_,\C„\ ,1/4,., .•-\./../-
1 1 / (((-7---7-
/
( --- 800..":
..-/,:`-,_ ----:-V •:,,k• - , ' ' -i r,____„,...„......., , • •< ,, . , ..--.,_._., , •••*.________T.,--_,_,...,..-..7._ ( (-: --,..-,- ..••.,.,_. ,i1 i ,••..., . ,\ \ • _•.,• ... ) )).),• \) ‘•---',/,:f.' (7-/..-----_.))
•_----__ -- - / •-\1( ...._• -\
.....- .....J(' ----- - •-';....\,.. •. II"_ .,....-n11 (
j ,11() .\
.• ''' , " / 817
\,-,,,,, -(,-(' ' ,-- ,/( ,,.---,::7-ri...;•:-. -vZ--. ..4;,:,-Pkr:••-• • t _. ---....;\
4 ,
• -;• '
\S (4
N.,/N....:1:.-.-.-..'^ '.. ..,/-•-•'1 j-/-1-A .......-..›, \ '') •. 1 '.'1: riL__ ,1 • f- ----1\\\ )..-. *
\ -- _(---•,--.17.-., -.-, /,.. se : - .:•,,
.(.' 1../
. , 80Q. -\ • . ,._ \ • ,s,., ",',
----.7-----' ----- -((.. .-1/ T' . -8 • . .{ ...,,,,- -' \
_ .- ...,
, I ((;,'1.(*(( 'V-‘,\Q-?..__(• c.....\.. •77. '8 \:-,;•„• :-Y /)71
. i = •••• ,
\ • 2
( ( 0 .. ''' '' ''' .f.( •' 2 , ..,
i \'(-8-2- ') \\.\,_, ( (• . .\•::: ...;/ / ej 1 ---/
cv 1 •\ '/;:::.'‘,‘„,?(. .0....'7..7 •,/,,i'if ( .• 7> "-- i r.,,,/ c)(.\ \ ' / (
/ y rip(..—' ,,, 1 ' ,$) '\•/- ) ..„ \
(j('.7‘ \ '' , ( ---' .' •' \.Z/f- ..) ( N,..J ' .r( x8,3 ( /45' . ,'.1 )
..I (7-i) .*.'741,_• ;• .if. .17/
.;ii '1.;".*:*:'1, •-.•\ 16. l',....-/. .. ).0.4.#4'7:,. ../ ..• @. ''..f.,../'4/40/(9,7-'I,':-.±1-....„,-...,,,--1;:2--:- -.:\ ,,.
...9...xle ..' (
,fr_,--- . • '-----,C .''.../. *-,!..:,,,,, )_,...---/.:111 '' '
20'-'•\ %.k,
• t .-- `.--- ....."-.„ --- 1; .
i 1././// ,
A . '1/4- -r-l../ ''' , :-..!.. --" ,--'6"...'.\\ .. .'t r .\.1 603
( .. - "-•-•.:( __./'
C(_.,,1,1 )7 r..._(-i- ..: t. ...r, ._,'"--NI (.' / .. ,'•_.,,79:, .,..,.
. ... ( "/ A ,__/ ,,- _-_-_--, _- •,\,. . .,----....----/
- _ :-...,-- -..„1 ( - ,\ ,.., / ... .„...., . \.... ..,.., -_-......_..„, ,,,..)...-. •-___.,....... 0--..._ \\..._.c -, _.......„--..„,• . 2C9 CO ..\,,,)
\,....',.....-•-_-_:-.----...).-----',":-.‘,‘'...-
c_.
• II .,.. \ ,.•....,.... -) --..\___r____,,,.._
. .....,-, • ,. ,
\\ 4 . • „
, ( -) •JI (,--\.`.. ) ---/- C '`,‘
6; •'.611 ". 800 q . ( ..",,'
II
C i , ,( .,....r-,"-. '•-- . '5'7 7/"..".?-..- "7, ` *ic,`"\
, . \:-----&-
--....-L:_...,:.:7:1. 1,1 819 • Ai.\ is‘.--.../ (j r
,..!..1
0.r......... . ,.. ,.„.
' \\
//() (i 3 ,..1, -.)i /18(.,..(,.;.,{N1/4 cr ti--,',J-7 800 q jJ-L \‘‘,.% \.\*N•-i , ._ .., L , , ...-,-- • -.,. ' • .)N . H
t
i
,,,,, ....:,„ ,....c,c c,/":„ :-''',,i,k,-,„.'%; •• .• .,4•J./ *.,, \ •
. : f...:, \ ' .,.:,"-c c_,-,;-..y • ,,. , \,\
'-'., . ' iti l ? N (-• . , ... ..••=° 'if tc---4 p a* '': i-/i/..' 1\ ( k,----1-.? (\--- • 1,-t.„. . '' ') ‘i ( 1
--..-' ‘'„,.4(1( , ,r,) (,./:) c( c';---/'-' '1. 8:---;W,14: `;'\, '.\-7; \- 1. -.''-• ',' ' . :. .1 . '.• ', '''2.-): " ) ' •
,0,:x. \---', •"c # \ \...
- \\:::\: , # - 1 )'-' \ -1,\.- )• ,---,./ ..- — - .-- - • 1 „- - - ,‘;
)
), .i j ,) ) ' ),L1 -_-.j.-.1), 7'/: : •,'-., c • • '-- ,--.." '',
, s-, \ - -- -://7/7(1_ •, CS—"- (.......--•i"( (,))11 • • •. , -../ ll•

it
fluke Power Cumpum (704)864•7711
Three River:lreu
120 Duke Pau er fire g
Dallas,,\C 2,10.14
im° DUKE POWER
June 22 , 1994
Mr . David Shook, Developer
1023 West Catawba Street
•
Mt. Holly, NC 28120
Dear Mr . Shook:
The information concerning outages and outage duration for
the Mauney Road, Bennington Wood Subdivision site, is as
follows :
June 1990 - June 1991 - 3 outages with average duration of
1 hour each
June 1991 - June 1992 - 6 outages with durations ranging
from 5 minutes to 1 hour
In 1992 an extensive line rebuild was performed to minimize
outage time on Mauney Road.
June 1992 - June 1993 - 2 outages , 5 and 10 minute duration,
respectively
June 1993 - June 1994 - 1 outage with duration of 1 hour
We feel that this circuit is very reliable due to its being
less than one mile from the substation and due to the
extensive upgrading in the last two years.
If you require any further information, please give me a
call at ( 704) 866-5109.
Sincerely,
G. Michael Lewis
Senior Engineering Associate

State of North Carolina
Department of Environment,
Health and Natural Resources Ticip A
Division of Environmental Management Alf
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ® C i
A. Preston Howard, Jr., P.E., Director
December 21, 1993
Ms. Gail R. Brotherton CERTIFIED MAIL
Mayor RETURN RECEIYI REOUESTED
Town of Stanley
P.O. Box 279
Stanley,North Carolina 28164
Subject: Industrial Waste Survey Review and NPDES Permit Modifications
Town of Stanley
NPDES Permit Number NC0020036
Gaston County
Dear Honorable Ms. Brotherton:
The Pretreatment Group of the Division of Environmental Management has reviewed the
Industrial Waste Survey (IWS) summary submitted by W.K. Dickson and received by the
Division on December 1, 1993. The IWS indicates that Walldsoft USA Inc. is the Town's
only significant industrial user as defined by 15A NCAC 2H .0903 (b)(9). The IWS
review indicates that the IWS was completed per Division Guidance and is adequate.
As a result of a Significant Industrial User discharging to the Town of Stanley Wastewater
Treatment Plant the Town must develop a pretreatment program. We are forwarding
herewith a modification to the Town's NPDES permit NC0020036 that includes the
specific elements required to develop a pretreatment program. This modification is
reflected in Part III(A)(6) attached. These pages must be inserted in your NPDES permit.
The requirements to develop a pretreatment program are based on North Carolina
Administrative Code (15A NCAC) Section 2H .0900. Guidance on the pretreatment
program requirements is provided in the Comprehensive Guidance for North Carolina
Pretreatment Programs which has previously been provided to Sam Misenheimer of the
Town, to John Byrne of the Town's wastewater treatment contract firm, and to John
McLaughlin of the Town's wastewater engineering firm.
If any part of the modification is unacceptable to you,you have the right to an adjudicatory
hearing upon written request within thirty (30) days following receipt of this letter. This
request must be in the form of a written petition,conforming to Chapter 150B of the North
Carolina General Statutes, and be filed with the Office of Administrative Hearings, Post
Office Drawer 11666, Raleigh, North Carolina 27604. Unless such demand is made, this
decision shall be final and binding.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

On December 16, 1993,Joe Pearce examined the industry and determined that a significant
industrial user permit must be issued as soon as possible because the industry has been
implicated as a possible contributor to the Town of Stanley's wastewater treatment plant
operational problems (insoluble scum/foam). Mr. Pearce reports that the Town and its
wastewater treatment plant operators have established effective communication with
Walkisoft, and that Walkisoft is currently testing pretreatment devices to reduce the
pollutants which may have caused the wastewater treatment plant operational problems.
The Division has notified Walldsoft that the Division will be issuing them a pretreatment
permit until the Town has received pretreatment program delegation.
Should the Town require assistance or information regarding the pretreatment requirements
then please call Joseph Pearce of the Division's Central Office Pretreatment Staff at (919)
733-5083 or John Lesley of the Mooresville Regional Office at(704)663-1699.
Sincerely,
j A. Preston Howard Jr., P.E.
attachment U
jrp/staniws.002
cc: Gail Brotherton,Mayor,Town of Stanley
Sam Misenheimer,Town Manager,Town of Stanley
M.L. Wolfe, W.K. Dickson
John Lesley,NCDEM Mooresville Regional Office
1'Iike Parker,NCDEM Mooresville Regional Office
Central Files
Pretreatment Group

NC0020036
Part III
A. 6. Pretreatment Program Development
The NPDES permittee is hereby required to develop a Division of Environmental
Management (DEM) approved pretreatment program. The NPDES permittee shall
submit three copies of the pretreatment development documents to DEM. The
development documents shall be submitted in two phases. PHASE I shall consist
of items a. and b. below, and PHASE II shall consist of items c. through j. below.
The program shall be submitted according to the following schedule:
PHASE I April 1, 1994
PHASE II October 1, 1994
The program must contain the following items:
PHASE I
a. Sewer Use Ordinance (SUO)
The NPDES permittee shall develop and adopt adequate legal authority to
implement its approved pretreatment program.
b. Long Term Monitoring Plan (LTMP)
Develop a DEM approved Long Term Monitoring Plan(LTMP)for the collection of
facility specific data to be used in a wastewater treatment plant Headworks Analysis
(HWA)for the development of specific pretreatment local limits.
PHASE II
c. Headworks Analysis(HWA)/Local Limits
The NPDES permittee shall obtain DEM approval of a Headworks Analysis(HWA)
based on all available current site specific data. The NPDES permittee shall
develop, in accordance with 40 CFR 403.5(c), specific Local Limits to implement
the prohibitions listed in 40 CFR 403.5(a) and (b).
d. Industrial User Monitoring Program
The NPDES permittee shall design an Industrial User monitoring program which
will implement the requirements of: 40 CFR 403.8(f) and 403.12, and 15A NCAC
2H .0905 and .0908.
e. Monitoring Equipment
The NPDES permittee shall develop a list of the monitoring equipment required to
implement the pretreatment program and a description of the municipal facilities to
be constructed for the monitoring and analysis of industrial wastes.

NC0020036
Part III
A. 6. Pretreatment Program Development(continued)
f. Financial and Staffing Report
The NPDES permittee shall create a financial and staffing report including an
evaluation of the financial program, revenue sources and staff which will be
employed to implement the pretreatment program.
g. Authorization to Construct(A to C)Procedures
The NPDES permittee shall develop procedures to ensure that an Authorization to
Construct(A to C) is issued to all applicable industrial users for the construction or
modification of any pretreatment facility. Prior to the issuance of an Authorization
to Construct(A to C) the proposed pretreatment facility and treatment process must
be evaluated for its capacity to comply with all Industrial User Pretreatment Permit
(IUP)limitations.
h. Industrial User Pretreatment Permits (IUPs) &Allocation Tables
The NPDES permittee shall draft permits for construction,operation and discharge
to all significant industrial users in accordance with NCGS 143-215.1. These
permits shall contain limitations, sampling protocols, reporting requirements,
appropriate standard and special conditions,and compliance schedules as necessary
for the installation of treatment and control technologies to assure that their
wastewater discharge will meet all applicable pretreatment standards and
requirements.
The NPDES permittee shall develop an Allocation Table (AT) which summarizes
the results of the Headworks Analysis (HWA) and the limits from all Industrial
User Pretreatment Permits (IUP). Permitted IUP loadings for each parameter
cannot exceed the treatment capacity of the POTW as determined by the HWA.
i. Enforcement Response Plan (ERP)
The NPDES permittee shall develop appropriate remedies for violations of all
pretreatment standards promulgated pursuant to section 307(b) and (c) of the Clean
Water Act (40 CFR 405 et. seq.),prohibitive discharge standards as set forth in 40
CFR 403.5, and specific local limitations.
j. Pretreatment Program Approval Request
The NPDES permittee shall submit to DEM a request for the approval of the
pretreatment program as required by 40 CFR 403.9 and 15 NCAC 2H .0906.

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary c
A. Preston Howard, Jr., P.E., Director C N.c . c;t
ENV1RO vME •I s', f: r
December 21, 1993 &NATURAL RE
DEC 3 0 1993
Ms. Gail R. Brotherton DIYISION OF L
Mayor RETURN RVf t T" 'MIMED
Town of Stanley
P.O. Box 279
Stanley, North Carolina 28164
Subject: Industrial Waste Survey Review and NPDES Permit Modifications
Town of Stanley
NPDES Permit Number NC0020036
Gaston County
Dear Honorable Ms. Brotherton:
The Pretreatment Group of the Division of Environmental Management has reviewed the
Industrial Waste Survey (IWS) summary submitted by W.K. Dickson and received by the
Division on December 1, 1993. The IWS indicates that Walldsoft USA Inc. is the Town's
only significant industrial user as defined by 15A NCAC 2H .0903 (b)(9). The IWS
review indicates that the IWS was completed per Division Guidance and is adequate.
As a result of a Significant Industrial User discharging to the Town of Stanley Wastewater
Treatment Plant the Town must develop a pretreatment program. We are forwarding
herewith a modification to the Town's NPDES permit NC0020036 that includes the
specific elements required to develop a pretreatment program. This modification is
reflected in Part III(A)(6) attached. These pages must be inserted in your NPDES permit.
The requirements to develop a pretreatment program are based on North Carolina
Administrative Code (15A NCAC) Section 2H .0900. Guidance on the pretreatment
program requirements is provided in the Comprehensive Guidance for North Carolina
Pretreatment Programs which has previously been provided to Sam Misenheimer of the
Town, to John Byrne of the Town's wastewater treatment contract firm, and to John
McLaughlin of the Town's wastewater engineering firm.
If any part of the modification is unacceptable to you,you have the right to an adjudicatory
hearing upon written request within thirty (30) days following receipt of this letter. This
request must be in the form of a written petition,conforming to Chapter 150B of the North
Carolina General Statutes, and be filed with the Office of Administrative Hearings, Post
Office Drawer 11666, Raleigh, North Carolina 27604. Unless such demand is made, this
decision shall be final and binding.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

On December 16, 1993,Joe Pearce examined the industry and determined that a significant
industrial user permit must be issued as soon as possible because the industry has been
implicated as a possible contributor to the Town of Stanley's wastewater treatment plant
operational problems (insoluble scum/foam). Mr. Pearce reports that the Town and its
wastewater treatment plant operators have established effective communication with
Walkisoft, and that Walldsoft is currently testing pretreatment devices to reduce the
pollutants which may have caused the wastewater treatment plant operational problems.
The Division has notified Walldsoft that the Division will be issuing them a pretreatment
permit until the Town has received pretreatment program delegation.
Should the Town require assistance or information regarding the pretreatment requirements
then please call Joseph Pearce of the Division's Central Office Pretreatment Staff at (919)
733-5083 or John Lesley of the Mooresville Regional Office at(704)663-1699.
Sincerely,
? fle,.0( • ,le:32,-
j A. Preston Howard Jr., P.E.
attachment
jrp/staniws.002
cc: Gail Brotherton,Mayor,Town of Stanley
Sam Misenheimer,Town Manager,Town of Stanley
M.L. Wolfe, W.K. Dickson
John Lesley,NCDEM Mooresville Regional Office
Mike Parker,NCDEM Mooresville Regional Office
Central Files
Pretreatment Group

NC0020036
Part III
A. 6. Pretreatment Program Development
The NPDES permittee is hereby required to develop a Division of Environmental
Management(DEM) approved pretreatment program. The NPDES permittee shall
submit three copies of the pretreatment development documents to DEM. The
development documents shall be submitted in two phases. PHASE I shall consist
of items a. and b. below, and PHASE II shall consist of items c. through j. below.
The program shall be submitted according to the following schedule:
PHASE I April 1, 1994
PHASE II October 1, 1994
The program must contain the following items:
PHASE I
a. Sewer Use Ordinance(SUO)
The NPDES permittee shall develop and adopt adequate legal authority to
implement its approved pretreatment program.
b. Long Term Monitoring Plan (LTMP)
Develop a DEM approved Long Term Monitoring Plan(LIMP)for the collection of
facility specific data to be used in a wastewater treatment plant Headworks Analysis
(HWA)for the development of specific pretreatment local limits.
PHASE II
c. Headworks Analysis(HWA)/Local Limits
The NPDES permittee shall obtain DEM approval of a Headworks Analysis(HWA)
based on all available current site specific data. The NPDES permittee shall
develop,in accordance with 40 CFI(403.5(c), specific Local Limits to implement
the prohibitions listed in 40 CFR 403.5(a) and (b).
d. Industrial User Monitoring Program
The NPDES permittee shall design an Industrial User monitoring program which
will implement the requirements of: 40 CFR 403.8(f) and 403.12, and 15A NCAC
2H .0905 and .0908.
e. Monitoring Equipment
The NPDES permittee shall develop a list of the monitoring equipment required to
implement the pretreatment program and a description of the municipal facilities to
be constructed for the monitoring and analysis of industrial wastes.

NC0020036
Part III
A. 6. Pretreatment Program Development(continued)
f. Financial and Staffing Report
The NPDES permittee shall create a financial and staffing report including an
evaluation of the financial program, revenue sources and staff which will be
employed to implement the pretreatment program.
g. Authorization to Construct(A to C)Procedures
The NPDES permittee shall develop procedures to ensure that an Authorization to
Construct(A to C) is issued to all applicable industrial users for the construction or
modification of any pretreatment facility. Prior to the issuance of an Authorization
to Construct(A to C) the proposed pretreatment facility and treatment process must
be evaluated for its capacity to comply with all Industrial User Pretreatment Permit
(IUP) limitations.
h. Industrial User Pretreatment Permits(IUPs) &Allocation Tables
The NPDES permittee shall draft permits for construction,operation and discharge
to all significant industrial users in accordance with NCGS 143-215.1. These
permits shall contain limitations, sampling protocols, reporting requirements,
appropriate standard and special conditions, and compliance schedules as necessary
for the installation of treatment and control technologies to assure that their
wastewater discharge will meet all applicable pretreatment standards and
requirements.
The NPDES permittee shall develop an Allocation Table (AT) which summarizes
the results of the Headworks Analysis (HWA) and the limits from all Industrial
User Pretreatment Permits (IUP). Permitted IUP loadings for each parameter
cannot exceed the treatment capacity of the POTW as determined by the HWA.
i. Enforcement Response Plan (ERP)
The NPDES permittee shall develop appropriate remedies for violations of all
pretreatment standards promulgated pursuant to section 307(b) and (c) of the Clean
Water Act (40 CFR 405 et. seq.),prohibitive discharge standards as set forth in 40
CFI(403.5, and specific local limitations.
j. Pretreatment Program Approval Request
The NPDES permittee shall submit to DEM a request for the approval of the
pretreatment program as required by 40 CFR 403.9 and 15 NCAC 2H.0906.

State of North Carolina
Department of Environment,
Health and Natural Resources wA
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary E H N
A. Preston Howard, Jr., P.E., Director
July 30, 1993
The Honorable Gail R. Brotherton,Mayor' TWPT_ �� NATTY RECEIVED
Town of Stanley RESOURCES AND
PO Box 279 !COMMUNITY DEVELOPMENT AU r,(� 199 0 4 3
Stanley, NC 28164
AUG 0 6 1993 Subject: Permit No:` � tf
Town of Stanley
IIIVISION OF ENVIRONMENTAL MANA6EMEMj Revival Tabernacle
MOORESVILLE REGIONAL OM Sewer Extension
Gaston County
Dear Mayor Brotherton:
In accordance with your application received June 28, 1993, we are forwarding herewith Permit
No. WQ0008095, dated July 30, 1993, to the Town of Stanley for the construction and operation of the
subject wastewater collection extension.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
conditions and limitations as specified therein.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of
this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer
27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding.
One set of approved plans and specifications is being forwarded to you. If you need additional
information concerning this matter,please contact Ms. Carolyn McCaskill at 919/733-5083.
Sincerely, a
CYft
A. Prest Howard, Jr., P.E.
cc: Gaston County Health Department
W. K. Dickson & Company, Inc.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

NORTH CAROLINA
1
ENVIRONMENTAL MANAGEMENT COMMISSION
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
RALEIGH RESf,URC �A
co
VAND
717110.
WASTEWATER COLLECTION PERMIT
AUG061993
DIVISION OF ENVIROW'ENT(
NOORfSV!!lf A{OfObMAf FJE�
In accordance with the provisions of Article 21 of Chapter 143,General Statutes of North Carolina as -IC6
amended, and other applicable Laws,Rules,and Regulations
PERMISSION IS HEREBY GRANTED TO
Town of Stanley
Gaston County
FOR THE
construction and operation of approximately 550 linear feet of 8 inch gravity sewer to serve Revival
Tabernacle, and the discharge of 2125 GPD of collected domestic and commercial wastewater into the
Town of Stanley's existing sewerage system, pursuant to the application received June 28, 1993, and in
conformity with the project plan, specifications, and other supporting data subsequently filed and
approved by the Department of Environment,Health and Natural Resources and considered a part of this
permit.
This permit shall be effective from the date of issuance until rescinded and shall be subject to the
following specified conditions and limitations:
1. This permit shall become voidable unless the facilities are constructed in accordance with the
conditions of this permit,the approved plans and specifications,and other supporting data.
2. This permit is effective only with respect to the nature and volume of wastes described in the
application and other supporting data.
3. The facilities must be properly maintained and operated at all times.
4. The sewage and wastewater collected by this system shall be treated in the Stanley Wastewater
Treatment Facility prior to being discharged into the receiving stream.
5. 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 must be submitted to the
Division of Environmental Management accompanied by an application fee, documentation from
the parties involved, and other supporting materials as may be appropriate. The approval of this
request will be considered on its merits and may or may not be approved.
6. Construction of the sewers, pump station(s) and force main shall be scheduled so as not to
interrupt service by the existing utilities nor result in an overflow or bypass discharge of
wastewater to the surface waters of the State.
1

7. Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been
A installed in accordance with this permit, the approved plans and specifications, and other
supporting materials. Mail the Certification to the Water Quality Permits and Engineering Unit,
P.O. Box 29535, Raleigh, NC 27626-0535.
8. A copy of the approved plans and specifications shall be maintained on file by the Permittee for a
minimum of five years from the date of the completion of construction.
9. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee
to an enforcement action by the Division of Environmental Management,in accordance with North
Carolina General Statute 143-215.6(a)to 143-215.6(c).
10. The issuance of this permit does not preclude the Permittee from complying with any and all
statutes, rules, regulations, or ordinances which may be imposed by other government agencies
(local, state,and federal)which have jurisdiction.
11. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions,the Permittee shall take immediate corrective action,including those as may be required
by this Division, such as the construction of additional or replacement wastewater collection
facilities.
12. Noncompliance Notification:
The Permittee shall report by telephone to the Mooresville Regional Office, telephone number
919/663-1699, as soon as possible,but in no case more than 24 hours or on the next working day,
following the occurrence or first knowledge of the occurrence of either of the following:
a. Any process unit failure, due to known or unknown reasons, that renders the facility
incapable of adequate wastewater transport, such as mechanical or electrical failures of
pumps, line blockage or breakage,etc.; or
b. Any failure of a pumping station or sewer line resulting in a by-pass directly to receiving
waters without treatment of all or any portion of the influent to such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter form within
15 days following first knowledge of the occurrence. This report must outline the actions taken or
proposed to be taken to ensure that the problem does not recur.
Permit issued this the 30th day of July, 1993
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
C' �9 .(n)ciCctaLLOC-4
A. Preston oward, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number WQ0008095
2

Permit No.WQ0008095
July 30, 1993
JNGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State of North
Carolina,having been authorized to observe(periodically, weekly,full time)the construction of the
project, , for the
Project Name Location
Permittee hereby state that, to the best of my abilities, due care and diligence was used in the observation
of the construction such that the construction was observed to be built within substantial compliance and
intent of this permit,the approved plans and specifications, and other supporting materials.
Signature Registration No.
Date
3

��
�� (9��-
/
NRDATA FULL SCREEN INPUT DATE 07/01 /93
ACTION > INQ FILE > SMC-GTC PSWD > FORMAT } NR20X80 NEXT RCD } 00002
NRT19O ENTERED THIS DATA. RECORD IS NO 0800i FRD DATA
MEMO TO : CAROLYN MCCA%KILL DATE : 07-01 -93
FROM : D. REX GLEA%ON
PREPARED BY : G. T. CHEN COMPLIANCE WITH NPDE2 PERMIT - YES
SUBJECT : PROCEDURE 4 EVALUATION(S) PRESENT AVE. WWTP FLOW : 0.4044 MGD
%TANLEY WWTP . TOWN OF FLOW NOT YET TRIBUTARY : 0.0350 MGD
NPDE% NO. NCO020036 PERMIT EXPIRATION DATE : 07-31 -95
GA%TON COUNTY WWTP DESIGN FLOW: 0.5000 MGD
THE FOLLOWING LIST OF SEWER COLLECTION PROJECTS HAS BEEN EVALUATED BY THE MRO
AND THEIR APPROVAL IS RECOMMENDED :
APN NO. PROJECT NAME-APPLICANT W' WATER FLOW REV. ENGR. T.B.C.
i . W08095 REVIVAL TABERNACLE - %TANLEY 0.0002 MGD J. LITTLE N/A
2.
3.
4.
5.
6.
PLEASE ACKNOWLEDGE RECEIPT OF THIS MEMO. CC: G. T. CHEM AND MRO

,12e /at 7-/-p3, grc
State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management416111771i
•..................,......."11 I r
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N
A. Preston Howard, Jr., P.E., Director
DEPT. OF NATURAL
I RESOURCES AND
June 29, 1993 poMMUNITY DE''`
•
MAYOR GAIL R BROTHERTON JUL 0 1 1993
TOWN OF STANLEY
PO BOX 279 VIM r
STANLEY, NORTH CAROLINA 28164 GD�di urrwE
Subject: Appheafion No. WQ0008095
Revival Tabernacle
Sewers-Public
Gaston County
Dear MAYOR BROTHERTON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on June 28, 1993. This application has been assigned the number shown above.
Please refer to this number when making inquiries on this project.
Your project has been assigned to Jill Little for a detailed engineering review. A technical
acknowledgement will be forthcoming.
Be aware that the Division's regional office, copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Jill Little at [phone].
Sincerely,
AD ald S it, P.E.
("°6
Supervisor, Permits and Engineering Unit
cc: Mooresville Regional Office
W.K. Dickson & Company
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

,.swt P•C. DEPT. OF NATURAL
RESOURCES AND
•
rn�' l • COMMUNITY DEVELOPMENT
UL 0 1 1993
State of North Carolina lIl'a1Si0N OF ENVIRONM[t FA.
Department of Environment, Health, and Natural ResourESY1LlE REGIONAL OFfIf�E,
Divisioh of Environmental Management
•
Non-Discharge Permit Application ===
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
5 -
I. GENERAL INFORMATION: _ —
I. Applicant (corporation, individual, or other): Town of Stanley
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): Gail R. Brotherton, Mayor
3. Mailing Address: Town of Stanley, P. 0. Box 279
City: Stanley State: N. C. Zip: 28164
Telephone No.: ( 704 ) 263-4779 _o1
J.J
4. Project Name (subdivision, facility, or establishment name - should be consistent with -F •
project name on plans/specs., letters of flow acceptance, Operational Agreements, etc.):
Revival Tabernacle Sewer
5. AppIication Date: 5/28/93 6. Fee Submitted: $ 4•�
7. County where project is located: Gaston
II. PERMIT INFORMATION: ,1
I. Permit No. (will be completed by DEM): I WQ��°vc6(3c
2. Specify whether project is: )0x new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is xxx public or private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER E
PAGE 2 (4/91)
III. INFORMATION• ON WASTEWATER:
I. Nature of Wastewater. 100 % Domestic; % Commercial;
% Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Church/Restaurant
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. VoIume of wastewater generated by this project: 2,125 gallons per day
6. Explanation of how wastewater volume was determined:
Restaurant — 40 gal/seat x 25 seats = 1,000 GPD +
Church — 3 gal/seat x 200 seats = 600 GPD +
Day Care — 15 gal/person x 35 people = 525 GPD = TOTAL: 2,125 GPD
IV. DESIGN MFORMATION:
1. Brief project description: Extension of sewer system to serve church and
restaurant
2. Name of wastewater treatment facility receiving wastewater: Stanley WI?
a. Facility permit no.: NC 0020036
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Sewer system has adequate capacity to accept
additional flows
2 of 6

GRAVITY SEWER EXTENSION
PAGE 3 (4/91) -
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: N
Dia. Length Pipe C or o Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity (fps) Vel.(fps) Cover(in)
8 550 PVC 013 0.95% 2.1070 3_3 5.0 36"
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 8 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
a. 36 feet separation for.slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures ::_ust be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
5. Maximum sewer reach length between manholes: 378 linear feet.
6. This sewer line segment occurs between manhole no. 1 and manhole no. 2
7. Does the owner/operator have the ability to clean this length? XX Yes No.
8. Sewer subject to existing or planned traffic bearing loads? XX Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
Depth of Cover + Trench Bedding
9. Outside drop manholes are provided where invert separations exceed: N/A feet.
10. Identify (by manhole number) those manholes that have drop connections: N/A
3 of 6

lJlttlY1I 1 JLVYLl\ LIB
PAGE 4 (4/91)
1 1. Maximum allowable infrltration/exfiltration test rate:
Note: Must not exceed 200 GPD/pipe dia. in./mile. 200 GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? x Yes _ No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? x Yes _ No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? x Yes _No
13. Are manholes subject to flooding? _Yes x No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, N/A_Yes _No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): N/A Yes _No
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings?_yes' no. If yes, what precautions
• or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. The plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WWTF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should refer to the project
by the same name as that identified on the application and the plans/specifications.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4 of 6

GRAVITY SEWER EXTENSION
_ PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: W. K. Dickson & Canpany, Inc.,
1924 Cleveland Avenue, Charlotte, North Carolina 28203
City: State: Zip:
Telephone No. (704) 334-5348
Professional Engineer's Certification:
I, David L. Pond, P. E. , attest that this application for Revival Tabernacle
Sanitary Sewer has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
•
North Carolina Professional Engineer's Registration No. 12894
Print Name of Engineer David L. Pond 00 �„� ���'
0.%\ C i
Seal and Signature (specify date): ?r4oFE �•
28, :
s.cNGft% °''
Applicant's Certification: %S'0na;600),
I, Gail R. Brotherton, Mayor , attest that this application for Revival Tabernacle
Sanitary Sewer
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature t_L d(1 4/- 1 Date ' r'.
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUP ORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: 919/733-5083
5 of 6

PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
l
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
Domestic/Cooling Water $400 $200
< or = 1,000GPD and
Single Family Dwelling $240 $120
Sludge <or= 300 Acres $400 $250
Sludge > 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
Closed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
6of6

r _ ~
GNEX78/MY 07/01/93
COMPLIANCE EVALUATION ANALYSIS REPORT
PERMIT--NC8020036 PIPE--00i REPORT PERIOD: 9206 -9305 LOC---E
FACILITY--STANLEY WWTP. TOWN OF DESIGh! FLOW-- .5000 CLASS--i
LOCATION--%TANLY REGION/COUMTY--83 GASTON
50050 00310 00530 00618 31616 50060 00380
MONTH Q/MGD BOD REI/TS% NH3+NH4- FEC COLI CHLORINE DO
92/06 .4075 9.50 7.0 .55 168.7 . 15o 5.23
92/07 .3067 6.00 1 .0 .50 20.0 .145 5.72
92/08 .2932 4.00 3.5 .50 20.0 .295 5.90
92/09 ^3317 3.50 3.0 ^50 141 .4 .347 6.04
92/10 .3682 8.0o 3.5 .50 20.0 .300 6. 15
92/11 .4212 6.00 8.5 .60 20.0 . 121 8.85
92/12 .3751 4.50 8.0 .50 140.0 .322 6.72
93/04 .5609F
^�l 6.00 i8.0 .50 56.9 .272 7.33
93/02 .4538 21 .56> 29.5 .50 20.0 .275 6.09
93/03 .5i98E� .WO 25.3 .00 6.3 .339 6. 11
°�
93/04 .4103 8.50 15.3 8. 15E~ 157.0 .366 5.83
AVERAGE .4044 7.04 11 . 1 1 . 16 70.0 .266 6. 17
MAXIMUM 1 .4550 22.00 62.0 10.60 6008.0 .500 i0. iO
MINIMUM . 1750 LEISTHAN i .0 LESSTHAN LE%%THAN . ioM 5.00
UNIT MGD MG/L MG/L MG/L -*W-/i00ML MG/L MG/L

NRDATA FULL SCREEN INPUT DATE 03/11/93
ACTION > INQ FILE > %MC-GTC P%WD > FORMAT > NR20X80 NEXT RCD > 00002
NR090 ENTERED THIS DATA, RECORD IS NO 0000i FRD DATA
MEMO TO : CAROLYN MCCA%KILL DATE : 03-11 -93
FROM : D. REX GLEA%ON
PREPARED BY : G. T. CHEN COMPLIANCE WITH NPDE% PERMIT - YES
SUBJECT : PROCEDURE 4 EVALUATION(S) PRESENT AVE. WWTP FLOW : 0.3669 MGD
%TANLEY WWTP, TOWN OF FLOW NOT YET TRIBUTARY : 0.0350 MGD
NPDE% NO. NCO020036 PERMIT EXPIRATION DATE : 07-31 -95
GA%TON COUNTY WWTP DESIGN FLOW: 0.5000 MGD
THE FOLLOWING LIST OF NEWER COLLECTION PROJECTS HAS BEEN EVALUATED BY THE MRO
AND THEIR APPROVAL IS RECOMMENDED :
APN NO. PROJECT NAME-APPLICANT W' WATER FLOW REV. ENGR. T.B.C.
i . WQ7642 MCLURD MANOR - MMDC, LIMITED 0.00408 MGD T. BRITTIAN N/A
2.
3.
4.
5.
6.
PLEASE ACKNOWLEDGE RECEIPT OF THIS MEMO. CC: G. T. CHEN AND MRO

u-' ‘, 7( - i,;- C:7(G
A.C. DEPT. OP NATURAL
ryd ' RESOURCES AND
4.
�1 I COMMUNITY DEVE!.( t"S T
01,11t i=1 46)
q( !, 6-e;
State of North Caro!, �N OF EkVf°OIi E=:i4 •'P..�:t�EIT
'+iI E YiIIE RilikAI OffiCE
Department of Environment, Health and 'aural Kesourees
Division of Environmental Management
512 North Salisbury Street•Raleigh,North Carolina 27604
James B. Hunt, Jr., Governor A. Preston Howard,Jr.,P.E.
Jonathan B. Howes, Secretary Acting Director
March 10, 1993
MR M. DURWOOD STEPHENSON
MCLURD MANOR DEVELOPMENT CO.
PO BOX 1187
SMITHFIELD, NORTH CAROLINA 27577
Subject: Application No. WQ0007642
McLurd Manor
Sewers-Private
• Gaston County
Dear MR STEPHENSON:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 8, 1993. This application has been assigned the number shown above.
Please refer to this number when making inquiries on this project.
Your project has been assigned to Thomas Brittian for a detailed engineering review. A technical
acknowledgement will be forthcoming.
Be aware that the Division's regional office, copied below,must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project,prior to final action by the
Division.
If you have any questions, please contact Thomas Brittian at(919) 733-5083.
Sincerely,
L---&A/t.ey..1
Donald Safrit, P.E.
eaz.66z,(_.4-
Supervisor,Permits and Engineering Unit
cc: Mooresville Regional Office
Robinson & Sawyer, Inc.
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

•
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
GRAVITY SEWER EXTENSION
L GENERAL INFORMATION:
1. Applicant (corporation,individual,or other): McLurd Manor Development Company
Limited Partnership
2. Print Owners or Signing Official's Name and Title (the person who is legally
responsible for the facility and its compliance): M. Durwood Stephenson
3. Mailing Address: P .O. Box 1187
City: Smithfield State: N C Zip: 27577
Telephone No.: ( 919 ) 9 3 4-6 4 5 6
4. Project Name (subdivision, facility, or establishment name - should be consistent with
project name on plans/specs.,letters of flow acceptance, Operational Agreements,etc.):
McLurd Manor
5. Application Date: March 3 , 1993 6. Fee Submitted: S 400.00
7. County where project is located: Gast on
IL PERMIT INFORMATION:
1. Permit No. (will be completed by DEM): bJQ OC ?(o /Z
2. Specify whether project is: X new; renewal*; modification.
*If renewal, complete only sections I through III and applicant signature
(on pg.5). Submit only pgs. 1, 2, 5 (original and 3 copies of each). Engineer
signature not required for renewal.
3. If this application is being submitted as a result of a renewal or modification to an
existing permit, list the existing permit number and issue date
4. Specify whether the applicant is public or X private.
FORM: GSEA 4/91 Page 1 of 6

GRAVITY SEWER EXTENSION
PAGE 2 (4/91)
•
III. INFORMATION ON WASTEWATER:
•
1. Nature of Wastewater. 1 0 0 % Domestic; % Commercial;
Industrial; % Other waste (specify):
2. Please provide a one or two word description specifying the origin of the wastewater,
such as school, subdivision, hospital, commercial, industrial, apartments, etc.:
Housing for the elderly - 34 Units - 1 bPdrnnm Farh Unit
3. Indicate any parameter(and its concentration) that will be greater than normal domestic
levels: N/A
4. If wastewater is not domestic in nature, what level of pretreatment has been provided to
ensure protection of the receiving wastewater treatment facility?
N/A
5. Volume of wastewater generated.by this project: 4 , 0 8 0 gallons per day
6. Explanation of how wastewater volume was determined: 3 4 living units (beds )
X 120 gal /bed ( Rest Home - No Care Facility with laundry . )
IV. DESIGN INFORMATION:
1. Brief project description: Sewer extension to serve 34 unit housing
for elderly . (802 LF of 8" S.S. w16 M. H . ' s )
2. Name of wastewater treatment facility receiving wastewater: Town of Stanley
Wastewater Treatment Plant, Lola Street , Stanley , NC
a. Facility permit no.: NC 0020036
b. Engineer should provide statement of his evaluation of downstream sewers to
accept the wastewater: Do not know of any reason why downstream
sewers can not accept proposed discharge.
2 of 6

GRAVITY SEWER EXTENSION
PAGE 3 (4/91)
3. Summary of sewer pipe by diameter size and pipe material. Indicate here whether C
factor or N factor is used and circle C or N below: C ? A7
Dia. Length Pipe ()otWi Min. Max. Minimum Max. Minimum
(In.) (Lin. Ft) Material Factor Slope % Slope % Velocity(fps) Vel.(fps) Cover(in)
8 250 DI C=130 0 . 6 3 . 28 2. 7 11 .0 12
8 552 PVC n= .009 0. 6 10 . 0 3 .9 16 .0 36
NOTE: The minimum velocity must not be less than 2 fps.
For public sewers the minimum diameter is 3 inches.
4. Anchors shall be provided for sewers with slopes greater than 20 %. The anchor
spacing shall be as follows:
•
a. 36 feet separation for slopes of 21% to 35%;
b. 24 feet separation for slopes of 36% to 50%;
c. 16 feet separation for slopes of 50% and greater.
For velocities greater than 15 fps, it is strongly recommended that measures be
considered which will protect the sewers and manholes from erosion. For velocities
greater than 20 fps, erosion control measures must be specified.
For any excessive slopes or velocities that will occur in any sewer line segment, what
measures have been taken to protect the sewer pipe and manholes?
N/A
5. Maximum sewer reach length between manholes: 352 linear feet.
6. This sewer line segment occurs between manhole no. 4 and manhole no. 5
7. Does the owner/operator have the ability to clean this length? X Yes No.
8. Sewer subject to existing or planned traffic bearing loads? X Yes No.
If yes, what measures are being taken to enable the sewers to withstand the loads?
at very end of line , DIP is being used.
Inside
9. kbittislie drop manholes are provided where invert separations exceed: 2 feet.
10. Identify (by manhole number)those manholes that have drop connections:
3 & 4
3 of 6

GRAVITY SEWER EXTENSION
PAGE 4 (4/91)
•
11. Maximum allowable infiltration/exfiltration test rate:
Note: Must not exceed 200 GPD/pipe dia. in./mile. 10 0 GPD/pipe dia. in./mile.
12. Minimum separation distances as shown on the plans or addressed in the specifications:
a) 100 ft. horizontal separation from wells or other water supplies? X Yes No
b) 12 in. vertical separation from storm sewer or ferrous pipe
sanitary sewer specified? X Yes _No
c) 10 ft. horizontal separation from water mains or 18 in. vertical
separation (water over sewer) or ferrous pipe specified? X Yes _No
13. Are manholes subject to flooding? _Yes No
14. If yes, are manhole rim elevations 1 foot above 100-year flood level, _Yes _No
(100 year flood elevation should be indicated on plans)
15. Or are manholes watertight and vented 1 foot above the 100-year
flood elevation ( should be shown on plans): _Yes _No
16. Identify (by manhole number) those manholes that are vented: N/A
17. Does this project involve any stream crossings?_yes X no. If yes, what precautions
or special features have been utilized to ensure protection of the sewer line and not
restrict stream flow? Identify the sheet of the plans and station number where stream
crossings are located:
THIS APPLICATION PACKAGE WILL NOT BE ACCEPTED BY THE
DIVISION OF ENVIRONMENTAL MANAGEMENT UNLESS ALL OF
THE APPLICABLE ITEMS ARE INCLUDED WITH THE SUBMITTAL
Required Items
a. One original and three copies of the completed and appropriately executed application form.
b. Three sets of detailed plans and specifications signed and sealed by a North Carolina
Professional Engineer. the plans must include a general location map, a plan view of the
sewer extension, a profile of the sewer extension, and must show the proximity of the
sewer extension to other utilities and natural features. Specifications may be omitted for
delegated authorities. Each sheet of the plans and the first page of the specifications must be
signed and sealed. Three copies of the existing permit if a renewal or modification.
c. The appropriate permit processing fee, in accordance with 15A NCAC 2H .0205(c)(5).
d. If the owner/authority of the wastewater treatment facility (WWTF) that will be accepting
the wastewater flow from this project is different from the applicant of the project, then a
letter must be provided from the owner/authority of the WW'IF specifying the volume of
flow that will be accepted. The letter should be a recent letter and should rerer to the project
by the same name as that identified on the application and the plans/specifications.
e. An Operational Agreement (original and two copies) must be submitted if the sewer
extension will be serving single family residences, condominiums, mobile homes, or town
houses and if the subject sewer extension is owned by the individual residents, a
homeowners association, or a developer.
4 of 6

•
GRAVITY SEWER EXTENSION
PAGE 5 (4/91)
Name and Complete Address of Engineering Firm: Robinson & Sawyer, Inc.
6 17-A Fact S.eccia-d Avenue
City: Gastonia State: NC
Zip: 28054
Telephone No. ( 704 ) 864-2201
Professional Engineer's Certification:
I, Donald D. Smith , attest that this application for Mc L u r d Ma n o r
nevi.ly 5e wee F'`l'''s:a n has been reviewed by me and is accurate
and complete to the best of my knowledge. I further attest that to the best of my knowledge the
proposed design has been prepared in accordance with the applicable regulations. Although certain
portions of this submittal package may have been developed by other professionals, inclusion of
these materials under my signature and seal signifies that I have reviewed this material and have
judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Registration No. 13 0 37
Print Name of Engineer Donald D. Sm i ,h.......•.,,
.. C
Seal and Signature (specify date): ` :.pFESS/p,;: 9
4 SEAL
13037 3-Z -73
•••'�rl N
,i e. ......CM\ ,�•
Applicant's Certification: ��... ..........``,
I, A f�`'""d, / JA/)he-vk,cs7 , attest that this application for Af< AAd wo
4.-crib Sew Zidrol m Ai
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand
that if all required parts of this application are not completed and that if all required supporting
information and attachments are not included, this application package will be returned as
incomplete.
Signature X /
Date 3/3/9_3
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING
INFORMATION AND MATERIALS,SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
512 NORTH SALISBURY STREET
RALEIGH, NORTH CAROLINA 27626-0535
• TELEPHONE NUMBER: 919/733-5083
5 of 6

• GRAVITY SEWER E.YTENSION
PAGE 6 (4/91)
PERMIT APPLICATION PROCESSING FEES
(effective October 1, 1990)
CATEGORY NEW APPLICATIONS/ RENEWALS WITHOUT
MODIFICATIONS MODIFICATIONS
> 1,000,000 GPD
Industrial $400 $300
Domestic/Cooling Water $400 $300
10,001 - 1,000,000 GPD
Industrial $400 $250
Domestic/Cooling Water $400 $250
1,001 - 10,000 GPD
Industrial $400 $200
• Domestic/Cooling Water ($400—) $200
< or= 1,000 GPD and
Single Family Dwelling $240 $120
Sludge < or= 300 Acres $400 $250
Sludge> 300 Acres $400 $250
Sewer Extensions
(nondelegated) $400 0
Sewer Extensions
(delegated) $200 0
CIosed-Loop Recycle
or Evaporative $400 $200
NOTE: The Fees for Soil Remediation Projects are the same as for Sludges.
Under the Sewer Extension Fee, "delegated to municipalities" applies
only to those governmental jurisdictions that have specific delegation
review authority, as granted by the Division of Environmental
Management.
6 of 6

' DF%2002 13: 37 : 05 TERMINAL CONNECTED TO IM% IM%
GKEX88/MP 03/11 /93
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
PERMIT--NCO020036 PIPE--00i REPORT PERIOD : 9202-9301 LOC---E
FACILITY--%TANLEY WWTP' TOWN OF DESIGN FLOW-- .5000 CLASS--i
LOCATION--%TANLY REGION/COUNTY--03 GA%TON
50050 0000 00530 00610 31616 50060 00300 TGP3B
MONTH Q/MGD DOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
LIMIT F .5000 F 30.00 F 30.0 F 2.70 F 200.0 NOL NOL NOL
92/02 .3532 7^00 12.0 .50 24.5 . i20 6.60
92/03 .3423 2.50 5.0 .50 44.7 .309 6.39
LIMIT F .5000 F 30.00 F 30.0 F i .20 F 208.0 NOL NOL NOL
92/04 .3102 2.00 2.5 ^55 28.3 .295 5.93 2
92/05 ^3333 4.50 2.5 .50 40.0 .280 5.87 i
92/06 .4075 9.50 7.0 .55 i68.7 . i58 5.23
92/07 .3067 6.00 1 .0 .50 20^0 . 145 5.72 i
92/08 .2932 4.00 3.5 .50 20.0 .295 5.90
92/09 .307 3.50 3.0 .50 141 .4 .347 6.04
9200 .3682 8.00 3.5 .50 20.0 .300 6. 15 i
LIMIT F .5000 F 3000 F 30.0 F 2.70 F 200.0 NOL NOL NOL
92/11 .4212 6.00 8^5 .60 20.0 . 121 6^85
9202 .3751 4.50 80 .50 140.0 .322 6^72
93/01 .560 6^00 i8^0 °50 56^9 .272 7.33 2
AVERAGE .3669 5.29 6.2 .51 6O.3 .246 6^22 i
MAXIMUM 1 .4550 13.00 22.0 .60 6000.0 .500 i0^ 10 2
MINIMUM . i750 2.00 1 .0 .50 2O.O ~ iOO 5.00 i
UNIT MGD MG/L MG/L MG/L 0/iO0ML MG/L MG/L 9A

=~. ~n
GKEX88/MP 03/11 /93
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NCO020036 PIPE--001 REPORT PERIOD : 9202-9301 LOC---E
FACILITY--%TANLEY WWTP, TOWN OF DESIGN FLOW-- .5000 CLASS--i
LOCATION--%TANLY REGION/COUNTY--03 GA%TON
000iO 00400 00600 00665
MONTH TEMP PH TOTAL N PHO%-TOT
LIMIT NOL 9.0 6.0 NOL NOL
92/02 8^70 7^0-6.0
92/03 iO.3i 7.0-6.5
LIMIT NOL 9.0 6.0 NOL NOL
92/04 .00 7.2-6.7 3.000 i . i000
92/05 i5.20 7. 1 -6.4
92/06 18.00 73 -6.4
92/07 20.90 7. i -6.4 6.000 .0iOO
92/08 19.80 7.5-6.5
92/09 18.71 7.0-6.4
92/10 13.31 7. i -6.4 1 .280 . i000
LIMIT NOL 9.O 6.0 NOL NOL
92/11 12.94 7.0-6.3
9202 ii .50 7. i -6.5
93/01 10.50 7. i -6.5 3.700 .Oi00
AVERAGE 13^32 ________ 3.475 .3050
MAXIMUM 22.00 7.500 6.000 i . iO00
MINIMUM .00 6.000 1 .200 .0i0O
UNIT DEG^C %U MG/L MG/L

11.1111111111F-
RATING SCALE FOR CLASSIFICATION OF WATER POLLUTION CONTROL SYSTEMS
Name of Facility: TOT c9F smAitex W Irv%P
, Owner or Contact Person: A//,4
Mailing Address: 114 Sor./H MA/A) St• SJAAILEz,ti.G. 2 2 I 4-
County: G4STon! Telephone: ' o4-Z63- -779
Present Classification: New Facility ✓ Existing Facility
NPDES Per. No. NCOO 2 Oo3G Nondisc. Per. No.WQ Health Dept.Per No.
Rated by:,5A,44i ' &O/_ G/7444•LE Telephone: 70 -_-6 -,?Date: /2/?_9'
Reviewed by: Health Dept. Telephone:
Regional Office Telephone:
Central Office Telephone:
ORC: Grade: Telephone:
Check Classification(s): Subsurface Spray Irrigation Land Application
Wastewater Classification: (Circle One) I II 0 IV Total Points: .5 -
1N-PLANT PROCESSES AND RELATED CONTROL EQUIPMENT WHICH ARE AN INTEGRAL PART OF INDUSTRIAL PRODUCTION SHALL NOT BE
CONSIDERED WASTE TREATMENT FOR THE PURPOSE OF CLASSIFICATION.ALSO SEPTIC TANK SYSTEMS CONSISTING ONLY OF SEPTIC TANK
AND GRAVITY NITRIFICATION LINES R IX MPT FROM ASSIFICAT
SUBSURFACE CLASSIFICATION SPRAY IRRIGATION CLASSIFICATION
(check all units that apply) (check all units that apply)
1. septic tanks 1. preliminary treatment (definition no. 32 )
2. _pump tanks 2. lagoons
3. siphon or pump-dosing systems 3. septic tanks
4. sand filters 4. pump tanks
5. grease trap/interceptor 5. pumps
6. oil/water separators 6. sand filters
7. gravity subsurface treatment and disposal: 7. grease trap/interceptor
8. pressure subsurface treatment and disposal: 8. oil/water separators
9. disinfection
10. chemical addition for nutrient/algae control
11. spray irrigation of wastewater
In addition to the above classifications, pretreatment of wastewater in excess of these components shall
be rated using the point rating system and will require an operator with an appropriate dual certification.
LAND APPLICATION/RESIDUALS CLASSIFICATION(Applies only to permit holder)
1. Land application of biosolids, residuals or contaminated soils on a designated site.
WASTEWATER TREATMENT FACILITY CLASSIFICATION
The following systems shall be assigned a Class I classification,unless the flow is of a significant quantity or the technology is unusually
complex,to require consideration by the Commission on a case-by-case basis: (Check if Appropriate)
1. Oil/water Separator Systems consisting only of physical separation, pumps and disposal;
2. Septic Tank/Sand Filter Systems consisting only of septic tanks, dosing apparatus, pumps,sand filters, disinfection
and direct discharge;
3. Lagoon Systems consisting only of preliminary treatment, lagoons, pumps, disinfection, necessary chemical treatment for
algae or nutrient control, and direct discharge;
4. Closed-loop Recycle Systems;
5. Groundwater Remediation Systems consisting only of oil/water separators, pumps, air-stripping, carbon adsorption, disinfection
and disposal;
6. Aquaculture operations with discharge to surface waters;
7. Water Plant sludge handling and back-wash water treatment;
8. Seafood processing consisting of screening and disposal.
9. Single-family discharging systems, with the exception of Aerobic Treatment Units, will be classified if permitted after July 1,
1993 or if upon inspection by the Division, it is found that 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)
•
ITEM POINTS
(1) Industrial Pretreatment Units or Industrial Pretreatment Program(see definition No.33)
(2) DESIGN FLOW OF PLANT IN gpd[not applicable to non-contaminated cooing waters,sludge handling facilities for
water purification plants,totally closed cycle systems(see definition No. 11),and facilities consisting only of Item
(4)(d) or Items (4)(d) and (11)(d))
0 - 20,000 1
20,001 - 50.000 2
50.001 - 100,000 .3
100,001 • 250,000 4
250,001 - 500,000
500,001 - 1,000,000
1,000,001 - 2,000,000 10
2,030.001 (and up) rate 1 point additional for each 200.000 gpd capacity up to a maximum of 30
Design Flow (gpd)
(3) PREUMINARY UNITS/PROCESSES(see definition No.32)
(a) Bar Screens 1
or
(b) Mechanical Screens, Static Screens or Comminuting Devices O
(c) Grit Removal 1
or
(d) Mechanical or Aerated Grk Removal 2
(e) Flow Measuring Device 1
or
(() Instrumented Flow Measurement a
(g) Preaeratlon 2
(h) Influent Flow Equalization 2
(I) Grease or Oil Separators - Gravity 2
Mechanical 3
Dissolved Air Flotation .8
(1) Prechlorination .5
(4) PRIMARY TREATMENT LNfTSrPROCESSES
(a) Septic Tank (see definition No. 43) 2
(b) Imhoff Tank. .5
(c) Primary Clarifiers. .5
(d) Settling Ponds or Settling Tanks for Inorganic Non-toxic Materials(sludge handling facilities for water
purification plants,sand,gravel,stone,and other mining operations except recreational activities such as gem
or gold mining) 2
(5) SECONDARY TREATMENT UNf S/PROCESSES
(a) Carbonaceous Stage
(I) Aeration-High Purity Oxygen System 20
Diffused Air System 10
Mechanical Alr System (fixed, floating or rotor) CP
Separate Sludge Reaeratlon .3
(II) Trickling Filter
High Rate 7
Standard Rate 5
Packed Tower .5
(iiI) Biological Aerated Fitter or Aerated Biological Filter„„.„........................................„......„„.1 0
(iv) Aerated Lagoons 10
(v) Rotating Biological Contactors 10
(vi) Sand Filters -intermittent biological 2
Recirculating biological .3
(vil) Stabilization Lagoons .5
(viii) Clarifier
(Ix) Single stage system for combined carbonaceous removal of BOO and nitrogenous removal bby
nitrification(see definition No. 12)(Points for this item have to be in addition to items
(5)(a)(I) through (5)(a)(viii), ^
utilizing the extended aeration process(see definition No.3a) A�✓
utilizing other than the extended aeration process. 8
(x) Nutrient additions to enhance BOO removal .5
(xl) Biological Culture ('Super Bugs')addltion 5
(b) Nitrogenous Stage
(I) Aeration - High Purity Oxygen System............_..........„.........._.........._______.........._.20
Diffused Air System 10
Mechanical Air System (fixed, floating or rotor) .8
Separate Sludge Reaeratlon .3
(II) Trickling Filter-High Rate 7
Standard Rate 5
Packed Tower .5
(Ill) Biological Aerated Filter or Aerated Biological Filter..._.............__..........._..._........_........„.10
(iv) Rotating Biological Contactors 10
(v) Sand Filter-Intermittent biological 2
Recirculating biological .3
(v1) Clarifier
(6) TERTIARY OR ADVANCED TREATMENT WRSIPROCESSES S
(a) Activated Carbon Beds-
without carbon regeneration. ,5
with carbon regeneration 15
(b) Powdered or Granular Activated Carbon Feed-
without carbon regeneration .5
with carbon regeneration 15
(c) Air stripping S
(d) Denitrificatlon Process 10
(e) Eiectrodlalysis S
(I) Foam Separation .5
(g) ion Exchange S
(h) Land Application of Treated Effluent(see definition No.22b)(not applicable for sand,gravel, stone
and other similar mining operations) by high rate Infiltration......_..._..................._........................_..............4
(i) Microscreens S
(1) Phosphorous Removal by Biological Processes(See definition No.26) 20
(k) Polishing Ponds • without aeration 2
with aeration S

(15)Electrodlalysis. Process for removing Ionized salts from water through the use of ion-selective ton-exchange membranes;
(16)Filter Press. A process operated mechanically for partially dewatering sludge;
(17) Foam Separation. The planned frothing of wastewater or wastewater effluent as a means of removing excessive amounts of detergent materials through
the introduction of air In the form of fine bubbles;also called foam fractionation;
(18)Grft Removal. The process of removing grit and other heavy mineral matter from wastewater;
(19) Imhoff Tank. A deep two story wastewater tank consisting of an upper sedimentation chamber and a lower sludge digestion chamber.
(20) Instrumented flow Measurement. A device which Indicates and records rate of flow;
(21)Ion Exchange. A chemical process in which ions from two different molecules are exchanged;
(22) Land application:
(a)Sludge Disposal. A final sludge disposal method by which wet sludge may be applied to land either by spraying on the surface or by subsurface injection
(i.e.. chisel plow);[not applicable for types of sludge described In(11) of this Rule];
(b)Treated Effluent. The process of spraying treated wastewater onto a land area or other methods of application of wastewater onto a land area as a
means of final disposal or treatment;
(23)Microscreen. A low speed, continuously back-washed, rotating drum fitter operating under gravity conditions as a polishing method for removing
suspended solids from effluent;
(24) Nitrification Process. The biochemical conversion of unoxidized nitrogen(ammonia and organic nitrogen)to oxidized nitrogen (usually nitrate);
(25) Nitrogenous Stage. A separate stage of wastewater treatment designed for the specific purpose of converting ammonia nitrogen to nitrate nitrogen:
(26) Phosphate Removal, Biological. The removal of phosphorus from wastewater by an oxic/anoxic process designed to enhance luxury uptake of phosphorus
by the microorganisms;
(27) Polishing Pond. A holding pond following secondary treatment with sufficient detention time to allow settling of finely suspended solids;
(28) Post Aeration. Aeration following conventional secondary treatment units to Increase effluent D.O.or for any other purpose;
(29) Post Aeration. (Cascade) A polishing method by which dissolved oxygen is added to the effluent by a nonmechanical, gravity means of flowing down a
series of steps or weirs; The flow occurring across the steps or weirs moves in a fairly thin layer and the operation of the cascade requires no operator
adjustment;thus,zero points are assigned even though this is an essential step to meeting the limits of the discharge permit;
(30) Powdered to Granular Activated Carbon Feed. A blophysical carbon process that utilizes biological activity and organic absorption by using powdered or
granular activated carbon; Virgin or regenerated carbon is feed controlled into the system;
(31) Preaeration. A tank constructed to provide aeration prior to primary treatment;
(32) Preliminary Units. Unit operations in the treatment process, such as screening and comminution, that prepare the liquor for subsequent major operations;
(33) industrial Pretreatment.
(a) Pre-treatment Unit. Industrial. The conditioning of a waste at its source before discharge,to remove or to neutralize substances injurious to sewers and
treatment processes or to effect a partial reduction in load on the treatment process which is operated by the same governing body as the wastewater
treatment plant being rated;
b) Pre-treatment Program,Industrial-must be a State or EPA required program to receive points on the rating sheet;
(34) Primary Clarifiers. The first settling tanks through which wastewater is passed in a treatment works for the purpose of removing settleable and suspended
solids and BOD which is associated with the solids;
(35) Pumps. All influent, effluent and in-plant pumps;
(36) Radiation. Disinfection or sterilization process utilizing devices emitting ultraviolet or gamma rays;
(37)Reverse Osmosis. A treatment process in which a heavy contaminated liquid Is pressurized through a membrane forming nearly pure liquid free from
suspended solids;
(38) Rotating Biological Contractors. A fixed biological growth process in which wastewater flows through tanks In which a series of partially submerged circular
surfaces are rotated;
(39)Sand Filters:
(a) Intermittent Biological. Filtration of effluent following septic tanks, lagoons,or some other treatment process In which further biodecomposltion is
expected to produce desired effluents;Hydraulic loading rates on these fitters are computed in gpd/ac and have a resulting low gpm/sf(less than one);
b) Recirculating biological-the same type of sand fitter as defined in Subparagraph(39)(a)of this Rule with the added capability to recycle effluent back
through the sand filter,
(40)Sand or Mixed-Media Filters. A polishing process by which effluent limits are achieved through a further reduction of suspended solids;
(a)low rate—gravity,hydraulically loaded fitter with loading rates In the one to three gprrt/sl range;
(b)high rate—a pressure.hydraulically loaded filter with loading rates in the five gprn/sf range;At any rate,the loading rate will exceed three gpr✓sf;
(41)Secondary Clarifiers. A tank which follows the biological unit of treatment plant and which has the purpose of removing sludges associated with the
biological treatment units;
(42) Separate Sludge Reaeration. A part of the contact stabilization process where the activated sludge is transferred to a tank and aerated before returning It
to the contact basin;
(43) Septic Tank A single-story settling tank in which settled sludge is in contact with the wastewater flowing through the tank;shall not be applicable for
septic tank systems serving single family residences having capacity of 2.000 gallons or less which discharge to a nitrification field;
(44)Sludge Digestion. The process by which organic or volatile matter and sludge is gasified,liquefied,mineralized or converted into more stable organic matter
through the activity of living organisms, which Includes aerated holding tanks;
(45)Sludge Drying Beds. An area comprising natural or artificial layers of porous materials upon which digested sewage sludge Is dried by drainage and
evaporation;
(46) Sludge Elutriation. A process of sludge conditioning in which certain constituents are removed by successive washings with fresh water or plant effluent;
(47)Sludge Gas Utilization. The process of using sewage gas for the purpose of heating buildings,driving engines,etc.;
(48)Sludge Holding Tank(Aerated and Nonaerated). A tank utilized for small wastewater treatment plants not containing a digester In which sludge may be
kept fresh,and supematant withdrawn prior to a drying method(i.e.sludge drying beds);This may be done by adding a small amount of air simply to keep the
sludge fresh,but not necessarily an amount that would be required to achieve stabilization of organic matter. A nonaerated tank would simply be used to
decant sludge prior to dewatering and would not allow long periods (several days of detention) without resulting odor problems;
(49)Sludge Incinerators. A furnace designed to bum sludge and to remove all moisture and combustible materials and reduce the sludge to a sterile ash;
(50)Sludge Stabilization(Chemical or Thermal). A process to make treated sludge less odorous and putrescble,and to reduce the pathogenic organism
content;This may be done by pH adjustment,chlorine dosing, or by heat treatment;
(51)Sludge Thickener. A type of sedimentation tank In which the sludge is permitted to settle and thicken through agitation and gravity;
(52)Stabilization lagoon. A type of oxidation lagoon in which biological oxidation of organic matter Is effected by natural transfer of oxygen to the water from
air (not a polishing pond);
(53) Stand-By Power Supply. On site or portable electrical generating equipment:
(54)Static Screens. A stationary screen designed to remove solids,including non-biodegradable particulate(abatable solids,suspended solids and BOD
reduction)from municipal and industrial wastewater treatment systems;
(55)Tertiary Treatment. A stage of treatment following secondary which is primarily for the purpose of effluent polishing;A settling lagoon or sand or coal fitter
might be employed for this purpose;
(56)Thermal Pollution Control Device. A device providing for the transfer of heat from a fluid flowing in tubes to another fluid outside the tubes,or vice versa;
or other means of regulating liquid temperatures;
(57)Thermal Sludge Conditioner. A conditioning process by which heat Is added for a protracted period of time to improve the dewaterabillty of sludge by the
solubilizing and hydraulizing of the smaller and more highly hydrated sludge particles;
(58)Toxic Materials. Those wastes or combinations of wastes,including disease-causing agents which after discharge and upon exposure, ingestion,Inhalation
or assimilation into arty organism,either directly from the environment or indirectly by ingestion through food chains,will cause death,disease,behavioral
abnormalities,cancer,genetic mutations,physiological malfunctions(including malfunctions in reproduction)or physical deformations,in such organisms or their
offspring;Toxic materials include,by way of Illustration and not limitation:lead,cadmium,chromium,mercury,vanadium,arsenic,zinc,ortho-nitro-chlorobenzene
(ONCB),polychlorinated biphenyis(PCBs)and dichlorodiphenyl trichloroethane(DDT);and any other materials that have or may hereafter be determined to have
toxic properties;
(59)Trickling Filter. A biological treatment unit consisting of a material such as broken stone or rock over which wastewater is distributed;A high rate trickling
fitter is one which operated at between 10 and 30 mgd per acre. A low rate trickling filter Is one which is designed to operate at one to four rngd per acre;
(60)Trickling Alter(Packed Tower). A plug flow type of operation in which wastewater flows down through successive layers of media or filtrate material;Organic
material Is removed continually by the active biological fixed growth In each successive layer. This method may produce'secondary'quality effluent,or may be
adapted to produce a nitrified effluent;
(61)Vacuum Fitter,Centrifuges,or Atter Presses. Devices which are designed to remove excess water from either digested or undigested sludge prior to disposal
or further treatment.

(I) Post Aeration - cascade
diffused or mechanical 2
(m) Reverse Osmosis 5
(n) Sand or Mixed-Media Filters - low rate 2
high rate 5
(o) Treatment processes for removal of metal or cyanide 15
(p) treatment processes for removal of toxic materials other than metal or cyanide 1 5
(7) SLUDGE TREATMENT
(a) Sludge Digestion Tank - Heated (anaerobic) 10
Aerobic CD
Unheated (anaerobic) - 3
(b) Sludge Stabilization(chemical or thermal) .5
(c) Sludge Drying Beds-Gravity 2
Vacuum Assisted .5
(d) Sludge Elutriation .5
(e) Sludge Conditioner (chemical or thermal) .5
(I) Sludge Thickener (gravity) .5
(9) Dissolved Air Flotation Unit (not applicable to a unit rated as (3)(i)] 8
(h) Sludge Gas Utilization (including gas storage) 2
(I) Sludge Holding Tank - Aerated VD
Non-aerated 2
(J) Sludge Incinerator(not Including activated carbon regeneration) 1 0
(k) Vacuum Flier. Centrifuge,or Filter Press or other similar dewatering devices 10
(8) RESIDUALS UTILIZATION/DISPOSAL(including incinerated ash)
(a) Lagoons 2
(b) Land Application (surface and subsurface) (see definition 22a)
by contracting to a land application operator or landfill operator who holds the land application permit
or landfill permit 2
( ) (c Dedicated Landfill(burial) by the permittee of the wastewater treatment facility .5
9
(a) Chlorination
(b) Dechlorination 5
(c) Ozone 5
(d) Radiation 5
(1 0) CHEMICAL ADDITION SYSTEM(S)(see definition No.9)[not applicable to chemical additions rated as item(3)(J),
(5)(a)(x1), (6)(a), (6)(b), (7)(b), (7)(e), (9a), (9)(b) or (9)(c) 5 points each:
List
.5
5
.5
5
(1 1) MISCELLANEOUS UNITS/PROCESSES
(a) Holding Ponds,Holding Tanks or Settling Ponds for Organic or Toxic Materials including wastes from mining
operations containing nitrogen or phosphorus compounds In amounts significantly greater than Is common
for domestic wastewater
4
(b) Effluent Flow Equalization(not applicable to storage basins which are inherent In land application systems) .2
(c) Stage Discharge (not applicable to storage basins Inherent In land application.systems) 5
( ) Pumps
(e) Stand-By Power Supply
(f) Thermal Pollution Control Device
TOTAL POINTS ,- 4., 52
• CLASSIFICATION
Class I 5-25 Points
CI--= II 26-50 Points
4.1.1 51-65 Points
IV 66-Up 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 minimum classification of Class II.
Facilities having treatment processes for the removal of metal or cyanide will be assigned a minimum classification of Class II.
Facilities having treatment processes for the biological removal of phosphorus will be assigned a minimum classification of Class III.
.0004 oEFwmoNs
The following definitions shall apply throughout this Subchapter. •
(1)Activated Carbon Beds. A physical/chemical method for reducing soluble organic material from wastewater effluent;The column-type beds used In this
method will have a flow rate varying from two to eight gallons per minute per square foot and may be either upflow or downflow carbon beds. Carbon may or
may not be regenerated on the wastewater treatment plant site;
(2)Aerated Lagoons. A basin in which all solids are maintained In suspension and by which biological oxidation or organic matter is reduced through artificially
accelerated transfer of oxygen on a flow-through basis;
(3)Aeration A process of bringing about intimate contact between air or high purity oxygen In a liquid by spraying, agitation or dittusion;(3a) Extended
Aeration. An activated sludge process utilizing a minimum hydraulic detention time of 18 hours.
(4)Agriculturally managed site. Any site on which a crop Is produced,managed,and harvested (Crop Includes grasses,grains,trees.etc.);
(5)Air Stripping. A process by which the ammonium Ion is first converted to dissolved ammonia(pH adjustment)with the ammonia then released to the
atmosphere by physical means;or other similar processes which remove petroleum products such as benzene,toluene.and xylene;
(6)Carbon Regeneration. The regeneration of exhausted carbon by the use of a furnace to provide extremely high temperatures which volatilize and oxidize the
absorbed Impurities;
(7)Carbonaceous Stage. A stage of wastewater treatment designed to achieve'secondary'effluent limits;
(8)Centrifuge. A mechanical device In which centrifugal force Is used to separate solids from liquids or to separate liquids of different densities;
(9)Chemical Addition Systems-The addhlon of chemicals)to wastewater at an application point for purposes of Improving solids removal,pH adjustment,
alkalinity control,etc.;the capability to experiment with different chemicals and different application points to achieve a specific result will be considered one
system;the capability to add chemical(s)to dual units will be rated as one system;capability to add a chemical at a different application points for different
purposes will result In the systems being rated as separate systems;
(10)Chemical Sludge Conditioning. The addition of a chemical compound such as lime,ferric chloride,or a polymer to wet sludge to coalesce the mass prior to
its application to a dewatering device;
(11) Closed Cycle Systems. Use of holding ponds or holding tanks for containment of wastewater containing inorganic, non-toxic materials from sand,gravel,
crushed stone or other similar operations.Such systems shall carry a maximum of two points regardless of pumping facilities or any other appurtenances;
(12)Combined Removal of Carbonaceous BOO and Nitrogenous Removal by Nitrification-A single stage system required to achieve permit effluent limits on BOD
and ammonia nitrogen within the same biological reactor;
(13)Dechlorination. The partial or complete reduction of residual chlorine in a liquid by any chemical or physical process;
(14) Denitrlfication Process. The conversion of nitrate-nitrogen to nitrogen gas;

PPPP
State of North Carolina
Department of Environment,
Health and Natural Resources Lif,
•
rA
Division of Water Quality
JamesnatB. Hunt, Jrw., , Secrnor
etes p E H N R
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
December 20, 1996
Honorable Gail Brotherton, Mayor
Town of Stanley
P. O. Box 279
Stanley,North Carolina 28164-0279
SUBJECT: Town of Stanley
v- C . •"/4.- Approval of the Plans andSpecifications
Wastewater Treatment Facilities
G0, 2\ o'D 13 a Improvements
Project No. E-SBF-T-95-0020
Dear Mayor Brotherton:
The review for completeness and adequacy of the project construction plans and
specifications has been concluded by the Construction Grants & Loans Section of the North
Carolina Division of Water Quality.
Therefore, said plan documents are hereby approved, subject to the condition that
contracts shall not be awarded until the DOT and railroad encroachment agreements are signed,
with eligibility for State Bond Loan funding determined as follows:
Eligible
Wastewater Treatment Facilities
Additions and modifications to the existing 0.5 MGD WWTP with no increase in
capacity to include replacement of the existing mechanical bar screen with a new
mechanical bar screen; a new influent ultrasonic flow meter; replacement of the existing
aeration basin aerators with two 25 Hp aerators; modification of the aeration basin
effluent weir structure including new grating, handrail and scum baffle; a new scum
pump station with dual 3 Hp, 45 GPM pumps; a new polymer system for the secondary
clarifiers; modifications to the existing chlorine contact tank to provide dual channels;
replacement of the existing chlorination system and a new sulfur dioxide dechlorination
system; moving the two 20 Hp aerators from the aeration basin to the sludge holding
basin and the addition of four 20 Hp directional mixers to the sludge holding basin; a new
Construction Grants&Loans Section FAX FAX [phone]
P.O.Box 29579,Raleigh,North Carolina 27626-0579 II* An Equal Opportunity/Affirmative Action Employer
Voice 919-733-6900 geduceRcuseRecycle 50%recycles/10%post-consumer paper

57,900 ft3 aerobic digester with jet aeration provided by dual 30 Hp, 630 SCFM blowers and
additional mixing provided by dual 25 Hp, 3,240 GPM pumps; a sludge truck/transfer pump
station with dual 10 Hp, 600 GPM pumps; a 396 ft2 blower building; a 210 kW standby generator
with automatic transfer switch; demolition of the existing aerobic digester; miscellaneous wall
surface and crack repair; and associated site work; yard piping; and electrical work.
Wastewater Transport Facilities
A sewer interconnect between the Town of Stanley and the City of Mt. Holly to consist of
approximately 3,931 linear feet of 8 inch gravity sewer; approximately 5,606 linear feet of 15
inch gravity sewer; approximately 14,251 linear feet of 18 inch gravity sewer; approximately 315
linear feet of 21 inch gravity sewer; approximately 4,163 linear feet of 27 inch gravity sewer;
approximately 128 linear feet of 30 inch gravity sewer; approximately 6,950 linear feet of 12
inch force main; approximately 850 linear feet of 18 inch force main; a 4,515 GPM sewage
pump station with three 120 Hp, 3,600 GPM pumps; a sewage metering station; and associated
site and electrical work.
Non-Eligible
The following items were determined to be non-eligible and are to be broken out in the
bid proposal:
1. 960 ftZ brick facing on the blower building.
2. 480 ft'- brick facing on the Dutchman's Creek Pump Station.
It is recommended that the roadway paving and the demolition of the existing aerobic
digester be broken out in the bid. In the event that the bids exceed the budgeted amount, this will
provide a more accurate way to revise the contract amount if these items are deleted or reduced
in scope.
Funding for this project is based on an estimated cost of$4,784,000 and is limited to the
proposed total loan amount of$3,098,500 established and approved by the Environmental
Management Commission. In the event that received bids exceed this established amount and
local funds are not adequate to award contract(s), it will be necessary to consider all alternatives
including redesign, readvertising, and rebidding. No additional bond funding is available for this
project.
Neither the State or Federal Government, nor any of its departments, agencies or
employees is or will be a party to the invitation to bids, addenda, any resulting contracts or
contract negotiations/changes.
In accordance with the Federal Regulations,the Recipient is required to assure
compliance with the OSHA safety regulations on the subject project. In complying with this
regulatory responsibility, the Recipient should, by letter, invite the Bureau Chief, Education and
Training Bureau,North Carolina OSHA Division, 319 Chapanoke Rd., Raleigh, North Carolina

•
27603 (telephone [phone]),to participate in the Preconstruction Conference to assure that
proper emphasis is given on understanding and adhering to the OSHA regulations.
It is the responsibility of the Recipient and the Consultant Engineer to insure that the
project plan documents are in compliance with Amended N. C. G. S. 133-3 (ratified July 13,
1993). The administrative review and approval of these plans and specifications, and any
subsequent addenda or change order, does not imply approval of a restrictive specification for
bidding purposes; nor is it an authorization for noncompetitive procurement actions.
Any addenda to be issued for subject project plans and specifications must be submitted
by the Recipient such that adequate time is allowed for review/approval action by the State, and
for subsequent bidder action prior to receipt of bids.
It is mandatory for project facilities to be constructed in accordance with the North
Carolina Sedimentation Pollution Control Act, and, when applicable, the North Carolina Dam
Safety Act. In addition, the specifications must clearly state what the contractors' responsibilities
shall be in complying with these Acts.
Prior to entering into any contract(s) for construction, the recipient must have obtained all
applicable project Permits from the State, including an Authorization to Construct and/or Non-
Discharge Permit.
While rejection of all bids is possible, such action may be taken only with prior State
concurrence, and only for good cause.
The Recipient will comply with the utilization of ME enterprises in accordance with GS
143-128.
Attached is a form(Part B) which is to be completed within 21 days after bids have been
received, and submitted to the State for review. It must be accompanied by the documents
indicated on the form. Upon review and approval of this information, the State will authorize the
Recipient to make the proposed award.
No disbursements of funds will be made until the contractor's EEO/ME participation
percentages are submitted.
Two (2) copies of any change order must be promptly submitted by the Recipient to the
State. If additional information is requested by the State, a response is required within two (2)
weeks, or the change order will be returned without further or final action.
One (1) set of the final approved plans and specifications will be forwarded to you. One
(1) set of plans and specifications identical to the approved set must be available at the project
site at all times.

Upon completion of the project construction, the Recipient shall submit a letter
confirming that the project has been constructed in accordance with the plans and specifications
approved by the State. "As-built" plans will need to be submitted with any changes color-coded
on the plans if the above confirmation cannot be made.
If there are any questions concerning this matter, please do not hesitate to contact Mr.
Cecil G. Madden, Jr. at [phone].
Sincerely,
C.14.14. 01•Lt
John R. Blowe, P.E., Chf4Lttfr
Construction Grants& Loans Section
Attachments
BG.nw
cc: W. K. Dickson & Company Inc.
David Barnwell (OSHA)
Honorable Frank E. McLean, Jr., Mayor, City of Mount Holly
DWQ Mooresville Regional Office
Robert Massengill
Tom Fahnestock
Allen Wahab
Don Evans
Valerie Lancaster
Bennie Goetze, Jr., PE, Review Engineer
DMU
SBF

State of North Carolina
Department of Environment, Ter mr:A
Health and Natural Resources `i
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N A. Preston Howard, Jr., P.E., Director
December 20, 1996 N.`; tw .r.
IA'c L.
Honorable Gail Brotherton, Mayor `JAN
Town of Stanley
P. O. Box 279 olVls: rF t. ". .
„L„.,:r.L Lt:at
Stanley, North Carolina 28164-0279
SUBJECT: Town of Stanley
Permit No. NC0020036
Authorization to Construct
Wastewater Treatment Facilities
Project No. E-SBF-T-95-0020
Gaston County
Dear Mayor Brotherton:
The final plans and specifications for the subject project have been reviewed and
found to be satisfactory.
Authorization is hereby granted for the construction and operation of additions and
modifications to the existing 0.5 MGD WWTP with no increase in capacity to include
replacement of the existing mechanical bar screen with a new mechanical bar screen; a
new influent ultrasonic flow meter; replacement of the existing aeration basin aerators
with two 25 hp aerators; modification of the aeration basin effluent weir structure
including new grating, handrail and scum baffle; a new scum pump station with dual 3
hp, 45 GPM pumps; a new polymer system for the secondary clarifiers; modifications to
the existing chlorine contact tank to provide dual channels; replacement of the existing
chlorination system and a new sulfur dioxide dechlorination system; moving the two 20
hp aerators from the aeration basin to the sludge holding basin and the addition of four 20
hp directional mixers to the sludge holding basin; a new 57,900 ft3 aerobic digester with
jet aeration provided by dual 30 hp, 630 SCFM blowers and additional mixing provided
by dual 25 hp, 3240 GPM pumps; a sludge truck/transfer pump station with dual 10 hp,
600 GPM pumps; a 396 ft2 blower building; a 210 kW standby generator with automatic
transfer switch; demolition of the existing aerobic digester; miscellaneous wall surface
and crack repair; and associated site work; yard piping; and electrical work.
Construction Grants&Loans Section "fl
FAX [phone]
P.O.Box 29579,Raleigh,North Carolina 27626-0579 *Iry An Equal Opportunity/Affirmative Action Employer
Voice 919-733-6900 Reduce Reuse Recycle 50%recycles/10%post-consumer paper

- 2 -
When funding is desired, construction should not proceed until the Authorization-
to-Award package, EEO, and MBE documentation/certification have been reviewed, and
you are in receipt of our approval.
The Permittee shall employ a State certified wastewater treatment plant operator to
be in responsible charge of the wastewater treatment facilities. Such operator must hold a
valid State Certificate of the grade at least equivalent to the classification assigned to the
wastewater treatment facilities by the Certification Commission. When a new chief
operator must be obtained to be in responsible charge of the new facilities, it is required
that this be done by the time the construction of the facilities is 50% complete.
The Authorization-to-Construct is issued in accordance with Part III, Paragraph C
of NPDES Permit No. NC0020036, issued June 26, 1995 and shall be subject to
revocation unless the wastewater treatment facilities are constructed in accordance with
the approved plans, specifications, and supporting documents; and are in compliance with
the conditions and limitations specified in Permit No. NC0020036.
The Permittee shall have an acceptable sludge analysis and a sludge toxicity
analysis which have been approved by the Division of Water Quality prior to the disposal
of any sludge from the new wastewater treatment plant. Copies of the analyses,
supporting documents, and approvals shall be submitted to the Division of Water
Quality's Mooresville Regional Office.
The disposing, selling or free distribution of wet, dried, composted sludge or
sludge-like materials from wastewater facilities without prior review and approval by this
Division is illegal.
During the construction of the proposed additions/modifications, the permittee
shall continue to properly maintain and operate the existing wastewater treatment
facilities at all times, and in such a manner, as necessary to comply with the effluent
limits specified in the NPDES Permit.
You are reminded that it is mandatory for the project to be constructed in
accordance with the North Carolina Sedimentation Pollution Control Act, and, when
applicable, the North Carolina Dam Safety Act. In addition, the specifications must
clearly state what the contractor's responsibilities shall be in complying with these Acts.

- 3 -
One (1) set of final approved plans and specifications is to be forwarded to you for
your files. The copy of the approved plans and specifications shall be maintained on file
by the Owner for the life of the project.
Upon completion of construction and prior to operation of this permitted facility, a
certification must be received from a Professional Engineer certifying that the permitted
facility has been installed in accordance with the approved plans and specifications. Mail
the Certification to the Permits and Engineering Unit, P. O. Box 29535, Raleigh, North
Carolina 27626-0535. (Engineer's Certification Form is attached.)
If you have any questions or need additional information, please contact Mr. Cecil
G. Madden Jr., P.E. [phone].
Sincerely,
Preston oward, Jr., P.E.
Attachment
BG:nw
cc: Honorable Frank E. McLean, Jr., Mayor, City of Mount Holly
W. K. Dickson & company, Inc.
Mr. Don Safrit
Mr. Tom Fahnestock
Mr. Don Evans
Ms. Valerie Lancaster
Mr. Bennie Goetze, Jr., P. E.
Operator Training & Certification
Ms. Nancy Owens
DMU
SBF

ENGINEER'S CERTIFICATION
I, , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically/weekly/full time) the
construction of the project,
(Project) (Name or Location)
for the hereby state that, to the best of my
(Project Owner)
abilities, due care and diligence was used in the observation of the project construction such that
the construction was observed to be built within substantial compliance and intent of the
approved plans and specifications.
Signature Registration No.
Date
Permit No.

N.C. i) -PT. t)I
& NATURAL if
ENvitzoN�i ,ra;. rtr;S,)L%ALRES WASTE LOAD ALLOCATION
Et
PERMIT NO.: NC0020036 APR 28 1995 Modeler Date Rec. #
Town of StanleySM4 /0/L6--/f� 003 8a)
1
PERMITTEE NAME: 2
FACILITY NAME: Stanley r
(�;W ENVII , tignt 2 Drainage Area(mi ) Y7 Avg. Streamflow (cfs): :Z, 9Z
ICE
Facility Status: Existing 7Q10 (cfs) 0. 27 Winter 7Q10 (cfs) 0. 97 30Q2 (cfs) O.G i
Permit Status: Modification Toxicity Limits: IWC 7 % Acute hronic
Major Minor *\l Instream Monitoring:
Pipe No.: 001 Parameters--�� ``.' ` ,)0 Frr-t.a.e lc......7- Co'-(4.,vgl—
Design Capacity: 0.500 MGD Upstream Y Location So re.�s�,•.....- 4 why-
Domestic (% of Flow): 76 % Downstream Y Location @ Y /tea._ ih 7
Industrial (% of Flow): 24 %
Effluent •
Summer Winter
Comments: Characteristics
BOD5 (mg/1) 3o 30
Request is for an expansion to 1.4 MGD. NH -N (mg/1)
3 Z 1
D.O. (mg/1) (5 S.
RECEIVING STREAM:Maundy Creek
Class: WS-IV TSS (mg/1) 3 0 3 0
Sub-Basin: 03-08-35 F. Col. (/100 ml) 2-0 0 Zoo
Reference USGS Quad: Fl4SE, Mt. Holly (please attach) pH (SU)
County: Gaston - 9 '9
Regional Office: Mooresville Regional Officer.:„. -, tt A P• CQ / ca- :.r.,
Previous Exp. Date: 7/31/95 Treatment Plant Class: I
Classification changes within three miles: / •
r64.-tOt--).*11 ----/ ../,- -iit.,, ,,,,e P---( A44,- ,.
Requested by: Jay Lucas Date: 10/24/94
Prepared b i hi, I 9 Date: ;546-- Comments:
Review-d b • I/ ! /A '. ' L1II Date:
30D,,.. --�r / `5• 63 .w -/ 1 i .

FACT SHEET FOR WASTELOAD ALLOCATION
Request# 8038 (a)
Facility Name: Stanley WWTP
NPDES No.: NC0020036
Type of Waste: 76%Domestic/24% Industrial
Facility Status: Existing
Permit Status: Renewal
Receiving Stream: Mauney Creek
Stream Classification: WS-IV
Subbasin: 030835
County: Gaston Stream Characteristic:
Regional Office: MRO 1s%l USGS #
Requestor: Lucas Date:
Date of Request: 10/25/94 Drainage Area(mi2): 2.47
Topo Quad: F14SE Summer 7Q10 (cfs): 0.27 �-T
Winter 7Q10(cfs): 0.47
Average Flow (cfs): 2.92
30Q2 (cfs): 0.61 ,
IWC (%): 74
73
Wasteload Allocation Summary
(approach taken,correspondence with region,EPA,etc.)
Facility requesting renewal of existing NPDES permit with modification for expansion to 1.4
MGD. This factsheet for existing design flow until MRO recommendations in Nov. 1994 are
resolved and expansion completed. Limits recommend w/continuation of whole effluent tox test
and quarterly monitoring for metals.Thtst ks recommended because of toxicity record of
facility and pretreatment's short term monitoring plan which will not provide enough data to
evaluate the facility at next permit renewal.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: -'c'' Date: 2/7/95
3//6/9s-
Reviewed by
Instream Assess t: Date: ___P5
Regional Supervisor: Date: g
S
Permits&Engineering: Date: `- 2/
RETURN TO TECHNICAL SUPPORT BY: APR $ 1945 Er _' • =;EALTh,
& NA t,.'?., i. ; ;', ou►zcFs
APR 0 1995
[;_. , ;;;,; - IR D:&Eail':E ,..!.,NAG[ ENT
?FG'-19.1_ nNFr:.

' 2
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Summer Winter
Wasteflow (MGD): 0.5 0.5
BOD5 (mg/1): 30 30
NH3N(mg/1): 1.2 2.7
DO(mg/1): 5 5
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9
Residual Chlorine (nil): monitor monitor
Temperature(C): monitor monitor
TP(mg/1): , qrtrly qrtrly
monitoring monitoring
TN(mg/1): qrtrly qrtrly
monitoring monitoring
Recommended Limits:
Monthly Average
Summer Winter WQ or EL
Wasteflow (MGD): 0.5 0.5
BOD5 (mg/1): 30 30
NH3N (mg/1): 2 4
DO(mg/1): 5 5
TSS (mg/1): 30 30
I Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9
Residual Chlorine (4/1): monitor monitor
Temperature(C): monitor monitor
TP(mg/1): qrtrly qrtrly
monitoring monitoring
TN(mg/1): qrtrly qrtrly
monitoring monitoring
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data •
Change in stream classification
Relocation of discharge
Change in wasteflow
Other(onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures NH3
New facility information
(explanation of any modifications to past modeling analysis including new flows,rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions,if applicable)

•
' 3
TOXICS/METALS
Type of Toxicity Test: Chronic Ceriodaphnia Quarterly
Existing Limit: 74%
Recommended Limit: 74%
Monitoring Schedule: JAN APR JUL OCT
Existing Limits
Daily Max.
COD (mg ):
Cadmium(ug/1):
Chromium(ug/l):
Copper(ug/1):
Nickel(ug/1):
Lead(ug/1):
Zinc (ug/1):
Cyanide (ug/1):
Phenols (ug/1):
Mercury (ug/1):
Silver(ug/1):
Recommended Limits
Daily Max. WQ or EL
Cadmium(ug/1): monitor
Chromium(ug/1): monitor
Copper(ug/1): monitor
Nickel(ug/1): monitor
Lead(ug/1): monitor
Zinc (ug/1): monitor
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information Cd, Cr,Cu, Ni, Pb, Zn
Failing toxicity test
Other(onsite toxicity study, interaction,etc.)
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

•
4
INSTREAM MONITORING REQUIREMENTS
Upstream Location: 50 ft. upstream of discharge
Downstream Location: @ State Road 1827
Parameters: Temperature,DO,Fecal Coliform, Conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION&SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a"phasing in" of the new limits be appropriate?Yes No
If yes,please provide a schedule(and basis for that schedule)with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes,explain with attachments.

•
acili Name Stanley WWTP Permit# NC0020036 _Pipe# 001
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The e uent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) Tie North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised*September 1989)or subsequent versions.
The e uent concentration at which there may be no observable inhibition of reproduction or significant mortality
is_7 _% (defined as treatment two in the North Carolina procedure document). The permit holder shall
perfo quarterly monitoring using this procedure to establish compliance with the permit condition. The first
test be performed after thirty days from the effective date of this permit during the months of
_JA APR JUL OCT .. Effluent sampling for this testing shall be performed at the NPDES permitted final
efflue t discharge below all treatment processes.
All to 'city testing results required as part of this permit condition will be entered on the Effluent Discharge
Monit ring Form(MR-1) for the month in which it was performed,using the parameter code TGP3B.
Additifnally,DEM Form AT-1 (original)is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream,this permit may be re-opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 0.27 cfs
Permitted Flow 0.5 MGD Rlfr1-
-nded by:
IWC 74 Basin & Sub-basin CtB35 / ' oity-r_,,(.,( 1
Receiving Stream UT Cline Creek
County Gaston ate 6 217/95
QCL P/F Version 9/91

NPDES WASTE LOAD ALLOCATION
Modeler Date Rec.
PEIIITNO.: NC0020036 SMAJ /0/z5/ad 003 8 CO
PER I I EE NAME: Town of Stanley 2 r Avg. Streamflow (cfs): 3,o
StanleyWastewater Treatment Plant Drainage Area(mi ) 0.1(7 g'
FACILITY NAME: D,6S 30Q2 (cfs) d,�J'
Facility Status:' Existing 7Q10 (cfs) D,go" Winter 7Q10 (cfs)
Permit Status: 'Modification Toxicity Limits: IWC 19 % Acute/ hronic
Major _ Minor Instream Monitoring:
16,
Pipe No.: 001 Parameters � � h-ca Cret-41.-
CI'glt-----
Design Capacity: t_n MGD Upstream Locatio
Domestic (% of Flow): 76 %
Downstream Location
Industrial (% of Flow): 24 % Effluent •
Characteristics Summer Winter
Comments: BOD5 (mg/1) / Z$
•
Request is for an expansion to 1.4 MGD. NH3-N (mg/1) 2.
A
D.O. (mg/1) G G.
RECEIVING STREAM:Mauney Creek 3U
TSS (mg/1) 3 0
Class: WS-�
Sub-Basin: 03-08-35 F. Col. (/100 ml) Z.a a 2Qo
Reference USGS Quad: F14SE, Mt. Holly (please attach) pH (SU) 9 G. - Q
County: Gaston
Regional Office: Mooresville Regional Office / udw.1L 2 Z IA, 21 1le.
• Previous Egp. Date: 7/31/95 Treatment Plant Class: 1 024409(-7:::: : / / � .
Classification changes within three miles: 7
- 1144"-f-t- t ,-/Z.v.:..._,./ eLin......;,,...-/ c9,7e--2"
/ ,
by:
Requested Jay Lucas Date: 10/24/94
q
Prepared by: Cat Date: Zs 95-- Comments:
6)
•
Reviewed Date: �
��r,-

FACT SHEET FOR WAS IELOAD ALLOCATION
Request# 8038
Facility Name: Stanley WWTP
NPDES No.: NC0020036
Type of Waste: 76%Domestic/24% Industrial
Facility Status: Existing
Permit Status: Renewal (U/1 n-- ex 0-p_+%101-1 TV I. 0 MU'7)
Receiving Stream: Mauney Creek '.- 7
•
Stream Classification: WS-IV
Subbasin: 030835
County: Gaston Stream Characteristic:
Regional Office: MRO Yf C USGS # Low Flow Report
Requestor: Lucas Date: 2/95
Date of Request: 10/25/'94 Drainage Area(mi2): 2.47
Topo Quad: F14SE Summer 7Q10 (cfs): 0.40
Winter 7Q10(cfs): 0.65
Average Flow (cfs): 3
30Q2 (cfs): 0.88
IWC(%): 84
Wasteload Allocation Summary
(approach taken,correspondence with region,EPA,etc.)
Facility requesting renewal of existing NPDES permit with modification for expansion to 1.4
MGD. MRO staff have concerns with expansion to 1.4 MGD(ii1 have recommended that lesser
wasteflows of 0.8, 0.9, and 1.0 MGD be given consideration. Instream data shows DO levels
below 5 mg/1 downstream of Stanley's discharge. MRO recommends that Town provide design
calculations for the clarifiers and chlorine contact tank before modification of the permit is granted.
When these stipulations are met,limits will be recommended w/continuation of whole effluent tox
test and quarterly monitoring for metals. Tht sif ikai s"'itcaummended because of toxicity record of
facility and pretreatment's short term monitoring plan which will not provide enough data to
evaluate the facility at next permit renewal. cxpan6iart Wi'/-k wo in.rt.tc46e;it iaa CA4 1) )a�A°I"7114
,cpahsicris ab� 1.0n1gd7));k , rxo�t intvrsI "Raic,(,yr. 'Q
Special Schedule Requirements an�ditional comments from Reviewers: j �. \
/ , ucf h .g$�a�LL crc•� he i itcrL L . - ,,it i7 4R `� •
5 rq tsf q ui7y Lei/( Gta - 4 s ' ti _ ( .,.)
(�la t �( 1 i '/(( kV A- ftt fe le iie -t if /t PO'S ; 10k/i‘It
.�i i uS64 '' r/i/A y af(- ( a ilervi 7f , ~ri e)i ? pi't
Recommended by• A. Date: 3/16/95_ - - -;
Reviewed by 1 ) -, -
Instream Assessment: Date s
Regional Supervisor: k-G Date: S`
Permits &Engineering: Date: fr-e, ---:C. DEPT. OF
IRONMEN . ...T
f', h i r,
& NATURAL RE(''
RETURN TO TECHNICAL SUPPORT BY: P R 2 8 1995
/ . t S/by. -)4/lay APR e
DIVISION OF MD,..
MOORESVILLE .,

• ' 2
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Summer Winter
Wasteflow (MGD): 0.5 0.5
BOD5 (mg/1): 30 30
NH3N(mg/1): 1.2 2.7
DO(mg/1): 5 5
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9
Residual Chlorine (µg/1): monitor monitor
Temperature(C): monitor monitor
TP(mg/1): qrtrly qrtrly
monitoring monitoring
TN(mg/I): qrtrly qrtrly
monitoring monitoring
Recommended Limits:
Monthly Average
Summer Winter WQ or EL
Wasteflow (MGD): 1.0 1.0
BOD5 (mg/1): 15 WM,
NH3N(mg/1): 2 4
DO(mg/I): 6 6
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9 (
Residual Chlorine (4/1): 21.6 2.1.6 L.
Temperature(C): monitor monitor
TP(mg/1): qrtrly qrtrly
monitoring monitoring
TN(mg/1): qrtrly qrtrly
monitoring monitoring
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow BOD5, NH3, Cl
Other(onsite toxicity study,interaction,etc.)
Instream data DO(DO values below 5
mg/1 below discharge)
New regulations/standards/procedures
New facility information
(explanation of any modifications to past modeling analysis including new flows,rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions,if applicable)

' 3
TOXICS/METALS
Type of Toxicity Test: Chronic Ceriodaphnia Quarterly
Existing Limit: 74%
Recommended I imit: 79%
Monitoring Schedule: JAN APR JUL OCT
Existing Limits
Daily Max.
COD (mg/):
Cadmium(ug/l):
Chromium(ug/1):
Copper(ug/1):
Nickel(ug/l):
Lead(ug/1):
Zinc (ug/1):
Cyanide(ug/1):
Phenols (ug/1):
Mercury(ug/1):
Silver(ug/1):
Recommended Limits
Daily Max. WQ or EL
Cadmium(ug/1): monitor
Chromium(ug/1): monitor
Copper(ug/1): monitor
Nickel (ug/1): monitor
Lead(ug/1): monitor
Zinc(ug/1): monitor
Limits Changes Due To: Parameters) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information Cd, Cr,Cu, Ni, Pb, Zn
Failing toxicity test
Other(onsite toxicity study,interaction,etc.)
X_ Parameter(s) are water quality limited. For some parameters,the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited,but this discharge may affect future allocations.

4
INSTREAM MONITORING REQUIREMENTS
Upstream Location: 50 ft. upstream of discharge
Downstream Location: @ State Road 1827
Parameters: Temperature,DO,Fecal Colifonn, Conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION&SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no,which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes,please provide a schedule (and basis for that schedule)with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes,then attach schematic, to)dcs spreadsheet, copy of model,or, if not modeled, then old
assumptions that were made,and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes,explain with attachments.

Facility Name Stanley WWTP Permit# NC0020036_Pipe# 001 _
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989)or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is_79_% (defined as treatment two in the North Carolina procedure document). The permit holder shall
perform quarterly monitoring using this procedure to establish compliance with the permit condition. The first
test will be performed after thirty days from the effective date of this permit during the months of
—effluent
APR JUL OCT .. Effluent sampling for this testing shall be performed at the NPDES permitted final
effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form(MR-1) for the month in which it was performed,using the parameter code TGP3B.
Additionally,DEM Form AT-1 (original)is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits,then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream,this permit may be re-opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 0.41 cfs
Permitted Flow 1.0 MGD R ' mmended by:
IWC 79 %
Basin & Sub-basin (;11B35 .
Receiving Stream Mauney Creek
County Gaston ate 3/16/95
QCL P/F Version 9/91

NNW
Gaston Soil and Water Conservation District
1303 Cherryville Highway, Dallas, North Carolina 28034
SUPERVISORS
WILLIAM N.CRAIG MELVIN L.KISER,JR. PAUL E.HASTINGS REBECCA H.RHYNE R.WILSON BARNETT
Chairman Vice Chairman Secretary/Treasurer Member Member
January 17 , 1991
•
Mr. George T. Everett , Director
Division of Environmental Management
North Carolina Department of Environment
Health, and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611
Dear Mr. Everett :
The Gaston Soil and Water Conservation District has reviewed
the State NPDES permit for the following:
NPDES No. NC0020036 - Town of Stanley
P.O. Box 279 , N. C.
Stanley, N. C. 28164
Data submitted indicates the request is a routine NPDES
permit renewal and would not create adverse effects to the
Catawba River Basin.
Sincerely,
GASTON CONSERVATION DIISTRICT
1/410,/,'• e a 77'
William N. Craig C/
District Board Chairman
GMJ/cl
cc: Mr. Philip Hinely, Gaston County Manager
ygr. Rex Gleason, WQ Regional Engineer
Mr. David Sides , Director, Division of Soil & Water
Ms. Paula Thomas , Director, Gaston Co. Environ. Health
CONSERVATION - DEVELOPMENT - SELF-GOVERNMENT

,
'
(
NRDATA FULL SCREEN INPUT DATE 0303/91
ACTION > INQ FILE > %MC-GTC P%WD > FORMAT > NR2OX8O NEXT RCD > 00802
NRT190 ENTERED THIS DATA, RECORD IS NO 0000i FRD DATA
MEMO TO : CAROLYN MCCA%KILL DATE : 03-13-91
FROM : D. REX GLEA%ON
PREPARED BY : G. T. CHEN COMPLIANCE WITH NPDE% PERMIT - YES
SUBJECT : PROCEDURE 4 EVALUATION(S) PRESENT AVE. WWTP FLOW : 0.3846 MGD
%TANLEY WWTP, TOWN OF FLOW NOT YET TRIBUTARY : N/A
NPDE% NO. NC0020036 PERMIT EXPIRATION DATE : ii -30-90
GA%TON COUNTY WWTP DESIGN FLOW : 0.5000 MGD
THE FOLLOWING LIST OF SEWER COLLECTION PROJECTS HAS BEEN EVALUATED BY THE MRO
AND THEIR APPROVAL IS RECOMMENDED :
APN NO. PROJECT NAME-APPLICANT W ' WATER FLOW REV. ENGR. T.B.C.
'
i . WQ4806 TWIN BROOKS IND PK - GA%TON CO 0.08640, MGD C. GORDNER 06/91''.
2.
3.
4.
5.
6.
PLEASE ACKNOWLEDGE RECEIPT OF THIS MEMO. [C : G. T. CMEM AND Mhu
'
�
'
.

1 ids/ 5-7/( bc-
r \ N. C. DEPT. OF NArup
s"`stAr
P,i'."TRCES AND
�ry _wt��' COb_At'. `�1!y Ir�'rLOPE
11( Ern '` t 13
DIVISIN OF
� ' 1991
State of North Carolina ! •1`ANA6EIlENi
Ec t NAL OFFICE
Department of Environment, Health and Natura °lir
Division of Environmental Management
512 North Salisbury Street•Raleigh,North Carolina 27611
James G. Martin,Governor George T. Everett,Ph.D.
William W. Cobey,Jr., Secretary Director
March 7, 1991
MR PHILIP L. HINELY
COUNTY OF GASTON
PO BOX 1578
GASTONIA,NORTH CAROLINA 28053
Subject: Application No. WQ0004806
Twin Brooks Industrial Pk.
Sewers-Public
Gaston County
Dear MR HINELY:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on March 5, 1991. This application has been assigned the number shown above.
Please refer to this number when making inquiries on this project.
Your project has been assigned to Charles Gordner for a detailed engineering review. A technical
acknowledgement will be forthcoming. If this acknowledgement is not received within thirty (30)
days, please contact the engineer listed above.
Be aware that the Division's regional office,copied below, must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project, prior to final action by the
Division.
If you have any questions, please contact Charles Gordner at [phone].
Sincerely,
onlaarA4-M
Safriit, P.E.
Supervisor, Permits and Engineering Unit
cc: Mooresville Regional Office
HDR Engineering, Inc. Of NC
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 276 1 1-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

North Garolina`Dapar-ttment of Natural Resources and Community Development DEM USE ONLY
Environmental-Management Commission Permit Number: .
w ,_t , 4:7 (- J",/
NON-DISCHARGE PERMIT APPLICATION
"in accordance with NC General Statutes Chapter 143, Article 21 County: ; 4. : . r,
Applicant (name of board, individual, or others): Application Date:
Project (name of city, village, town, sanitary district, establishment):
u `r ;Y --1+'w:n• ..i 1 -' i t - r;•r, 1i ' !'; ,, t r!u:-, ri ,1 P-.rY
FOR: Brief Project Description:
r;'1')Y'. . <* r^1" P.,401' I : , f -'—j, ;i•� 7 i]\•' ..
❑ Non-Discharge Treatment/Disposal Facilities
r', , ., Orl L! 1'lLi r-r- :1i.:1 , :,i,'.
❑ Pretreatment Facilities i ? ,;u p 1,- u ':Iv r `;;')i' ;?I p It !
❑ Sewer Collection System (private)
❑ Extension of Sewer Systems (public)
U Sludge Disposal
O Spray Irrigation
NATURE OF WASTEWATER:
O Domestic Sewage
❑ Sludge/Industrial Waste
Estimated Completion Date:
El Other Waste ::
From (sewers, pretreatment plant): Serving (city, institution, industry):
Into (name of treatment plant): Average Daily Gallons Sewage or Waste Flow:
i.- '.I..A i�P I lc; ;:ilr%
,
I
At (location of plant): (NPDES No.)
NCOO
Name and Complete •
�.
Address of Engineering Firm: .!`, -. . 'r,... `.... I', _. ?t' Fi ��?j'n;l`:c'.. Zip Code:
Ir,. -:r S r r , � fl, rhar.^t4-r,, °•�, i7r:>
. Telephone No. '
Applicant assures that proposed works will be constructed, supervised, operated and maintained in accordance
with approved plans and specifications or approved changes thereto.
• Mailing - r ,, -,- - 7 ,
Print Name: I }1i 1.- i l' . ,Address: .. . • ' "•
Title: i,,1laf''_ t�i," r.. I , t
Zip Code:
Signature: Telephone No. / 704 / "�' • ''
INSTRUCTIONS:
1.Fill-in All Spaces.If not applicable,enter N/A.
2.Secure appropriate signature(mayor/city manager for municipality,chairman for sanitary district board,owner/proper official of
corporation,or legally constituted board or commission in charge of proposed works).A letter of authorization is required from
proper official if design engineer or other agent signs application.
3.Submit to Division of Environmental Management,Permits and Engineering Unit,P.O.Box 27687,Raleigh,NC 27611 the original
and ALL carbon copies of the application,3 sets of finalized plans,specifications and other supporting data as required by Corn-
-. mission Rules,and permit fee.Plans and specifications must be signed and sealed by a registered North Carolina engineer.
FOR ASSISTANCE,CALL THE STATE CENTRAL OFFICE(919)733-5083,PERMITS & ENGINEERING UNIT,OR:
Asheville(704)251-6208 Mooresville(704)633-1699 Washington(919)946-6481 Winston-Salem(919)761-2351
59 Woodfin Street 919 North Main Street 1424 Carolina Avenue 8025 N.Point Blvd.
P.O. Box 370 P.O. Box 950 P.O. Box 1507 Suite 100
Asheville,NC 28801 Mooresville,NC 28115 Washington,NC 27889 Winston-Salem,NC 27106
Fayetteville(919)486-1541 Raleigh(919)733-2314 Wilmington(919)256-4161
Suite 714 Wachovia Building 3800 Barrett Drive 7225 Wrightsville Avenue
Fayetteville,NC 28301 P.O. Box 27687 Wilmington,NC 28403
Raleigh, NC 27611
A

pp- p7
GKEX88/MP 03/i3/9i
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE i
PERMIT--NCO020036 PIPE--OOi REPORT PERIOD : 9002-00i LOC---E
FACILITY--%TANLEY WWTP, TOWN GF DESIGN FLOW-- .5000 CLASS-4
LOCATION--%TANLY REGION/COUNTY--03 GA%TON
50050 00310 00530 00610 31616 50060 00300 TCP3B
MONTH Q/MGD BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
LIMIT % 1 .4000 % 60. 00 % 60.0 NOL % 1000,0 NOL % 6 .00
90/02 .4603 20.50 5.0 i9.40 2.8 1 .089 6.9O
LIMIT % 1 .4000 % 60.00 % 60.0 NOL % iO0O.O NOL % 6.00 NOL
90/03 .3775 20.50 17.0 13.25 10.0 1 .077 6.81 2
90/04 .3138 16. 00 9.5 7.05 110 1 .865 6.21F 2
90/05 .3079 7.00 11 .5 8.30 3.2 1 .97i 6. 7iF 2
90/06 .3263 26.00 46.3 8.70 2 .0 1 .907 6.38 2
90/07 .209 1 .50 22.5 7.85 21 .9 1 .613 6.37
90/08 .3284 1 .50 2.5 1 .00 2.0 1 .030 6.66 2
90/09 .2825 23.50 14.0 10. 15 34.6 i .005 6.68 2
90/10 .5711 22.50 54.0 4 .50 69 . 3 .960 6.67 2
90/ii .4609 16.50 52.5 5.25 78.7 .595 6. 63 2
90/12 .4835 28.50 43.0 1 .00 59.2 .525 6.67 1
LIMIT F 1 .4000 F 12.00 F 30.0 F 8.00 F 1000.0 NOL F 5.60 NOL
91 /Oi .4119 15.50F 22.0 i .O0 94.9 .513 6.80 2
AVERAGE .3846 16.62 24.9 7.28 31 .6 1 . 179 6.62 i
MAXIMUM 1 . 1030 45.00 84 .0 21 .40 620.0 2.500 9.00 2
MINIMUM .O64O i 'O0 i .O i .00 i .O .3OO 3.3O .,I
UNIT MCD MG/L MG/L KG/L 0/180ML MG/L MG/L 9A
-

pp P- pppp-
GKEXBB/M!::' 03/13/91
COMPLIANCE EVALUATION ANALYSIS REPORT PACE 2
PERMIT--NCO020036 PIPE--OOi REPORT PERIOD : 9002-001 LOC---E
FACILITY--%TANLEY WWTP, TOWN OF DE%IGN FLOW-- .5000 CLA%%--i
LOCATION--%TANLY RECION/COUNTY--03 GA%TON
000iO 00400 00600 00665
MONTH TEMP PH TOTAL N PHO%-TOT
LIMIT NOL 9.0 6.0 NOL NOL
90/02 11 . 73 7 .9-7.8 22.200 i .7OOO
LIMIT NOL 9.0 6 .0 NOL NOL
90/03 12.50 8.O-7.8 15.300 2.7000
90/04 16.09 7.4-6.9 15.200 1 .300O
90/05 20 . 13 7.3-6.8 19.500 i .00OO
90/06 21 .90 7.2-6.4 13 . 000 2.3O0O
90/07 24 .09 7.5-7. 1 i3. i0O .0200
90/O8 24 .39 7.5-6.9 24 . 300 .360O
90/09 23.42 7.5-7.3 13.3O0 2.0000
9000 i9.86 7.5-7.0 12.300 i .55OO
90/11 i3.20 7.2-6.3 12.600 .9O00
90/12 11 .70 7. 4-6.4 1 .400 3.5000
LIMIT NOL 9.0 6.0 NOL NOL
91 /01 i1 .00 7. 1 -6.7 16.800 2.6000
AVERAGE 17.50 ________ 14.916 i .6608
MAXIMUM 25 .00 8.000 24 .309 3 .5001D
MINIMUM 9.O0 6.300 1 .400 .020O
UNIT DEG.0 %U MG/L MG/L

:,rAr wz
I,: t '1. . (-2.
N'ka7"M`�
State of North Carolina
Department of Environment, Health, and Natural Resources
Mooresville Regional Office
James G. Martin, Governor Albert F. Hilton, Regional Manager
William W. Cobey, Jr., Secretary DIVISION OF ENVIRONMENTAL MANAGEMENT
February 12, 1991
Mrs. Gail R. Brotherton
Post Office Box 279
Stanley, North Carolina 28164
Subject: NPDES Permit No. NC0020036
Town of Stanley
Gaston County, NC
Dear Mrs. Brotherton: :
Our records indicate that NPDES Permit No. NC0020036 was
issued on February 7, 1991 for the discharge of wastewater to the
surface waters of the State from your facility. The purpose of
this letter is to advise you of the importance of the Permit and
the liabilities in the event of failure to comply with the terms
and conditions of the Permit. If you have not already done so,
it is suggested that you thoroughly read the Permit. Of
particular importance are Pages 4-5.
Pages 4-5 set forth the effluent limitations and monitoring
requirements for your discharge(s) . Your discharge(s) must not
exceed any of the limitations set forth. The section headed
"Monitoring Requirements" describes the measurement frequencies,
sample types and sampling locations. Upon commencement of your
discharge (or operation) , you must initiate the required
monitoring. The monitoring results must be entered on the
reporting forms furnished to you by this Agency. If you have not
received these forms, they should be arriving shortly. If you
fail to receive the forms, please contact this Office as quickly
as possible. I have enclosed a sample of the "Effluent"
reporting form (DEM Form MR-1) , plus instructions for completing
the form. It is imperative that all applicable parts be
completed, and the original and one copy be submitted as
required.
The remaining Parts of the Permit set forth definitions ,
general conditions and special conditions applicable to the
operation of wastewater treatment facilities and/or discharge(s) .
The conditions include special reporting requirements in the
event of noncompliance, bypasses, treatment unit/process
919 North \lain Street \horesville, N.C. 28115 •Trlephone 704-663-1699• FAX [phone]
Equal Opportunity Affirmative Action Employer

Mrs. Gail R. Brotherton
Page Two
February 12, 1991
failures, etc. Also addressed are requirements for a certified
wastewater treatment plant operator if you are operating
wastewater treatment facilities. Any changes in operation of
wastewater treatment facilities, quantity and type of wastewater
being treated or discharged, expansions and/or upgrading of
wastewater treatment facilities must be permitted or approved by
this Agency.
Failure to comply with the terms and conditions of an NPDES
Permit subjects the Permittee to enforcement action pursuant to
Section 143-215 . 6 of the North Carolina General Statutes. A
civil penalty of up to $10 , 000 per violation plus criminal
penalties may be assessed for such violations. If you find at
any time that you are unable to comply with the terms and
conditions of the Permit, you should contact this Office
immediately. A Consent Order may be necessary while pursuing
action to obtain compliance.
As a final note, an NPDES Permit is normally issued for a
five-year period. Permits are not automatically renewed.
Renewal requests must be submitted to this Agency no later than
180 days prior to expiration. Please make note of the expiration
date of your Permit. This date is set forth on Page 1 of the
Permit. Also note that NPDES Permits are not transferable. If
you, as the Permittee, cease to need this Permit, then you should
request that the Permit be rescinded.
As mentioned previously, the purpose of this letter is to
advise you of the importance of your NPDES Permit. Please read
the Permit and contact this Office at 704/663-1699 in Mooresville
if you have any questions or need clarification. We look forward
to providing any assistance.
Sincerely,
D. Rex Gleason, P. E.
Water Quality Regional Supervisor
Enclosure
DRG:se

vo,v3z `sor7* �vq r�,� duo cY"
'f} ttc
Jf:rs 9 ``'k
1101/11
)e)/-
IIOpR 11/0 .
fS °�ME.
/f If6/g,y, 41114 F/_'C .
STATE OF NORTH CAROLINA IN °1181f•; "':' RAL COL4RT, OF' JUSTICE
SUP •IOR COURT btVISION '%• . �,
COUNTY OF GASTON 88 CVS U425
•
STATE OF NORTH CAROLINA, ex rel )
WILLIAM W. COBEY, JR. , Secretary, )
Department of Environment, Health, )
and Natural Resources, and ex rel )
ENVIRONMENTAL MANAGEMENT COMMISSION )
Plaintiff, ) CONSENT JUDGMENT
AMENDMENT
v. ) (JOC #88-25 Ad IV)
TOWN OF STANLEY, )
Defendant )
THIS CAUSE came on to be heard this day before the
undersigned Judge of Superior Court upon joint appearance by the
parties, who have announced to the Court that they have agreed
to modify the provisions of the Consent Judgment entered herein,
as follows:
1 . by amending paragraph 9 (b) ( 4 ? to read,
"Complete construction of proposed additional
treatment facilities and outfall on or before February
28 , 1991. "
2 . by amending paragraph 9 (b) ( 5) to read,
"Achieve compliance with final effluent limitations by
March 31, 1991."
3 . by amending paragraph 14 to read,
"This Consent Judgment shall terminate on June 30,
1991; except that determinations of final compliance
made by the State, payment of any due penalties by the
Defendant, and request for dispute resolution may be
made within 60 days thereafter. Following the
expiration of this Consent Judgment, any permit
violations will be subject to all enforcement
procedures as allowed by G. S. 143-215.6 ."

Page Two
IT IS THEREFORE, upon the consent of the parties and
without the taking of any testimony, ORDERED, ADJUDGED, AND
DECREED:
1 . The Consent Judgment entered herein is modified by
amending paragraph 9 (b) ( 4) to read,
"Complete construction of proposed additional
treatment facilities and outfall on or before February
28 , 1991."
2 . The Consent Judgment entered herein is modified by
amending paragraph 9 (b) ( 5) to read,
"Achieve compliance with final effluent limitations by
March 31, 1991."
3 . The Consent Judgment entered herein is modified by
amending paragraph 14 to read,
"This Consent Judgment shall terminate on June 30 ,
1991; except that determinations of final compliance
made by the State, payment of any due penalties by the
Defendant, and request for dispute resolution may be
made within 60 days thereafter. Following the
expiration of this Consent Judgment, any permit
violations will be subject to all enforcement
procedures as allowed by G. S. 143-215. 6."
This the ,2 6p day of , 1991.
BY CONSENT:
FO r' THE TOWN OFF STANLEYI /r1/ 7 / , ',
! i/
Maor
torney at Law
FOR THE DEPARTMENT OF
.ENVIRONMENT, HEALTH, AND
NATURAL RESOURCES AND
ENVIRONMENTAL MANAGEMENT COMMISSION
52
Director, D$vision of
Environmental Management

•
Page Three
LACY H. THORNBURG
Attorney General
sistant Attorney Genera
1
j
1
Jt flge of Superior Court
/

I A
•
If\
' • a.suao '1,
b N C..
e ^two ,1
6
State of North Carolina _,r
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh,North Carolina 27611
James G.Martin,Governor George T.Everett,Ph.D.
William W.Cobey,Jr.,Secretary Director
February 7, 1991
Mrs. Gail R. Brotherton
P. 0. Box 279
Stanley, NC 28164
Subject: Permit No. NC0020036
Town of Stanley
Gaston County
Dear Mrs'. Brotherton:
In accordance with your application for discharge permit received on June 29,
1990, we are forwarding herewith the subject State - NPDES permit. This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215. 1 and
the Memorandum of Agreement between North Carolina and the US Environmental Protection
Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in
this permit are unacceptable to you, you have the right to an adjudicatory hearing
upon written request within thirty (30) days following receipt of this letter. This
request must be in the form of a written petition, conforming to Chapter 150B of the
•s North Carolina General Statutes, and filed with the Office of Administrative Hearings,
Post Office Drawer 27447, Raleigh, North Carolina 27611 -7447. Unless such demand is
made, this decision shall be final and binding.
•
Please take notice that this permit is not transferable. Part II, E.4.
addresses the requirements to be followed in case of change in ownership or control of
this discharge.
This permit does not affect the legal requirements to obtain other permits
which may be required by the Division of Environmental Management or permits required
by the Division of Land Resources, Coastal Area Management: Act or any other Federal or
Local governmental permit that may be required.
•
If you have any questions concerning this permit , pl e:lse contact Mr. Jule
Shanklin at telephone number 919/733-5083. .
Sincerely,
Original signed by
Dale Overcash for
George T. Everett:
cc: Mr. Jim Patrick, EPA
•
Pollution Prevention Pays •
•
P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]

Permit No. NC0020036
N. •
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT111 Fit
PERMIT
TO DISCHARGE WASTEWATER UNDER THE `
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
Town of Stanley
is hereby authorized to discharge wastewater from a facility located at
Stanley Wastewater Treatment Plant
End of Lola Street
Stanley
Gaston County
to receiving waters designated as Mauney Creek in the Catawba River Basin
in accordance with effluent limitations,monitoring requirements,and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective April 1, 1991
This permit and the authorization to discharge shall expire at midnight on July 31, 1995
Signed this day February 7, 1991
Original signed 14
Dale Overcash for
George T.Everett,Director
Division of Environmental Management
By Authority of the Environmental Management Commission

,
Permit No. NC0020036
SUPPLEMENT TO PERMIT COVER SHEET
Town of Stanley
is hereby authorized to: • _ r
1. Continue to operate an existing 0.500 MGD wastewater treatment plant consisting of a bar
screen,grit chamber,mechanical aeration basin,secondary clarifiers, chlorine contact basin, and
sludge drying beds located at Stanley Wastewater Treatment Plant,End of Lola Street, Stanley,
Gaston County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Mauney
Creek which is classified Class C waters in the Catawba River Basin.
N
1 .

F DEPARTMENT OF,.TIE INTERIOR
GEOLOGICAURVEY
• 81°07'30" 489000,^E. 490 ALEXIS 2.5 MI. 491 492 5'
!1 800 I / 1.,:_:. :i------ J
�..irt.7 �� • _ R.
L F • ar•. Imo, . › ...) ' . fire:',_ ,=
3914N. �1L ` tivim,..111....
B00@ in` � �� di
/•
•
~III ` _ l
0, - ii- .s..k 41..C , ,
8 � if3.. \a ,7 v _. , . . rt
. ", „,,,, ,..
:<,;....„.... ..„,r1ki..01 k_Ally-k----1 °
o; i.4,.,1 -
,k\C O ,9,s& � `r. '• g7; -"Vcil,Ai\ Gam=
\oki,a4 "z'-em g\ "�cH .�� T"
l'Ikolii., 1,v4t....,„%,...;,* ,..,,-.e.li,k :Mt.\,-,(14,
.ot1.D,:.1.,.,„,,,,
P., 4-.'.441. h,1r
;el.._fr'
,a,,».-,�,ram, ,�, ,1 4 s‘•,
.- c
0,
,%,
,,,, -,e
0' -
,,V llot*.\} •%I"7,t,I1 I,i'ii1/4,,1/46t1-',,,-A4..-.,?:,476,.ii.,.t44e1t.r.s,.t.1.0•,-e.i,ir2\
1,-..„'...'A.,1.\'\.''.•i\.W-A•ia kt-.•,,-.-•f--is\-fN-
•
16 .
- � l l mil. m
• /__i•I.l,4.2. .•.,e
,_. _r._•.
312 6I7"" P` -25
/<. O fop 1 •' -4 ''re u ;r .'� \
/: \. 1 , A� :i • N
i (( ,00 - -,5 ------_______„.-----%...pringfield • ram, ' ' , \ • —I •
( ,_, �o
��j^ B — ��`._ ' 8,7
�.
. S
•
_� � ,� `0 1 Boo J �.
-___...7_
' r-,,--,(c , . - \
4co ,-- , (i,c_f
•
1 ei.P) z' • ,,/,-(_
...\• - '(-1 r ( \ ) ) 1 ( -
•'lam-•.� ' �' ._ .� _ - ,822 eat- - -
=z,
• \t, . •---'7\--"" ‘,1\) ' j:ril': ....,\(.21(r.1--/—if (------‘v- , ... ,,,, : 800 (
\, _______ ,..,1
3.3 , , n , , ,, _7. _, ?
scp
\ =� — �' 0 �. %� �/ fit.
4,

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL. Permit No. NC0020036
During the period beginning on the effective date of the permit and lasting until expiration,the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg,, Weekly Avg, Daily Max Frequency Tvpe Location
Flow 0.500 MCD Continuous Recording I or E
BOD, 5 day, 20°C*• 30.0 mg/I 45.0 mg/1 2/Month Composite E, I
Total Suspended Residue** 30.0 mg/I 45.0 mg/I 2/Month Composite E,I
NH3 as N (April - October) 1.2 mg/I 2/Month Composite E
Dissolved Oxygen*** Weekly Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml 2/Month Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature Weekly Grab E, U, D
Conductivity Weekly Grab U, D
Chronic Toxicity**** Quarterly Composite E
NH3 as N (November - March) 2.7 mg/I 2/Month Composite E
* Sample locations: 1-Effluent, I- Influent,U -Upstream 50 feet,D-Downstream at NCSR 1827
** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 % of the respective influent value (85
%removal).
***The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/1.
**** Chronic Toxicity (Ceriodaphnia)P/F at 74%, January, April, July, and October; See Part III, Condition E.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. ( ). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL. Permit No. NC0020036
During the period beginning on the effective date of the permit and lasting until expiration,the Permittee is authorized to discharge from
outfall(s) serial number 001. (Continued)
Effluent Characteristics Discharge Limitations . Monitoring Requirements
Units (specify) Measurement Sample *Sample
Monthly Avg, Weekly Avg. Daily Max Frequency Tyne J..ocation
Total Nitrogen (NO2+NO3+TKN) Quarterly Composite E
Total Phosphorus Quarterly Composite E
.
• I.
•
,4

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

Part II
Page 1 of 14
PART II
STANDARD CONDITIONS FOR NPDES PERMITS
SECTION A. DEFINITIONS
1. Permit Issuing Authority
The Director of the Division of Environmental Management.
2. DEM or Division
Means the Division of Environmental Management, Department of Environment, Health
and Natural Resources.
3. EMC,
Used herein means the North Carolina Environmental Management Commission.
4. Act or"the Act"
The Federal Water Pollution Control Act, also known as the Clean Water Act, as amended,
33 USC 1251, et. seq.
5. Mass/Day Measurements
a. The "monthly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during a calendar month on which daily discharges are
sampled and measured, divided by the number of daily discharges sampled and/or
measured during such month. It is therefore, an arithmetic mean found by adding the
weights of the pollutant found each day of the month and then dividing this sum by the
number of days the tests were reported. The limitation is identified as "Monthly
Average" in Part I of the permit.
b. The "weekly average discharge" is defined as the total mass of all daily discharges
sampled and/or measured during the calendar week (Sunday- Saturday)on which daily
discharges are sampled and measured, divided by the number of daily discharges
sampled and/or measured during such week. It is, therefore, an arithmetic mean found
by adding the weights of pollutants found each day of the week and then dividing this
sum by the number of days the tests were reported. This limitation is identified as
"Weekly Average" in Part I of the permit.
c. The "maximum daily discharge" is the total mass (weight) of a pollutant discharged
during a calendar day. If only one sample is taken during any calendar day the weight
of pollutant calculated from it is the "maximum daily discharge." This limitation is
identified as "Daily Maximum," in Part I of the permit.

Part II
Page 2 of 14
d. The"average annual discharge"is defined as the total mass of all daily discharges
sampled and/or measured during the calendar year on which daily discharges are
sampled and measured,divided by the number of daily discharges sampled and/or
measured during such year. It is,therefore, an arithmetic mean found by adding the
weights of pollutants found each day of the year and then dividing this sum by the
number of days the tests were reported. This limitation is defined as "Annual Average"
in Part I of the permit.
6. Concentration Measurement
a. The "average monthly concentration,"other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a calendar
month on which daily discharges are sampled and measured, divided by the number of
daily discharges sampled and/or measured during such month (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day. The average
monthly count for fecal coliform bacteria is the geometric mean of the counts for
samples collected during a calendar month. This limitation is identified as "Monthly
Average" under"Other Limits" in Part I of the permit.
b. The "average weekly concentration," other than for fecal coliform bacteria, is the sum
of the concentrations of all daily discharges sampled and/or measured during a calendar
week(Sunday/Saturday)on which daily discharges are sampled and measured divided
by the number of daily discharges sampled and/or measured during such week
(arithmetic mean of the daily concentration values). The daily concentration value is
equal to the concentration of a composite sample or in the case of grab samples is the
arithmetic mean (weighted by flow value) of all the samples collected during that
calendar day. The average weekly count for fecal coliform bacteria is the geometric
mean of the counts for samples collected during a calendar week. This limitation is
identified as "Weekly Average" under "Other Limits" in Part I of the permit.
c. The"maximum daily concentration" is the concentration of a pollutant discharge during
a calendar day. If only one sample is taken during any calendar day the concentration
of pollutant calculated from it is the "Maximum Daily Concentration". It is identified
as "Daily Maximum" under"Other Limits" in Part I of the permit.
d. The "average annual concentration," other than for fecal coliform bacteria,is the sum of
the concentrations of all daily discharges sampled and/or measured during a calendar
year on which daily discharges are sampled and measured divided by the number of
daily discharges sampled and/or measured during such year (arithmetic mean of the
daily concentration values). The daily concentration value is equal to the concentration
of a composite sample or in the case of grab samples is the arithmetic mean (weighted
by flow value) of all the samples collected during that calendar day . The average
yearly count for fecal coliform bacteria is the geometric mean of the counts for samples
collected during a calendar year. This limitation is identified as "Annual Average"
under"Other Limits"in Part I of the permit.
e. The"daily average concentration" (for dissolved oxygen)is the minimum allowable
amount of dissolved oxygen required to be available in the effluent prior to discharge
averaged over a calendar day. If only one dissolved oxygen sample is taken over a
calendar day,the sample is considered to be the "daily average concentration" for the
discharge. It is identified as "daily average" in the text of Part I.

Part II
Page 3 of 14
f. The "quarterly average concentration" is the average of all samples taken over a
calendar quarter. It is identified as "Quarterly Average Limitation" in the text of Part I
of the permit.
g. A calendar quarter is defined as one of the following distinct periods: January through
March,April through June,July through September, and October through December.
7. Other Measurements
a. Flow, (MGD): The flow limit expressed in this permit is the 24 hours average flow,
averaged monthly. It is determined as the arithmetic mean of the total daily flows
recorded during the calendar month.
b. An "instantaneous flow measurement" is a measure of flow taken at the time of
sampling, when both the sample and flow will be representative of the total discharge.
c. A "continuous flow measurement" is a measure of discharge flow from the facility
which occurs continually without interruption throughout the operating hours of the
facility. Flow shall be monitored continually except for the infrequent times when
there may be no flow or for infrequent maintenance activities on the flow device.
8. Types of Samples
a. Composite Sample: A composite sample shall consist of:
(1) a series of grab samples collected at equal time intervals over a 24 hour period of
discharge and combined proportional to the rate of flow measured at the time of
individual sample collection,or
(2) a series of grab samples of equal volume collected over a 24 hour period with the
time intervals between samples determined by a preset number of gallons passing
the sampling point. Flow measurement between sample intervals shall be
determined by use of a flow recorder and totalizer, and the present gallon interval
between sample collection fixed at no greater than 1/24 of the expected total daily
flow at the treatment system,or
(3) a single, continuous sample collected over a 24 hour period proportional
to the rate of flow.
In accordance with (1) above, the time interval between influent grab samples shall be
no greater than once per hour, and the time interval between effluent grab samples shall
be no greater than once per hour except at wastewater treatment systems having a
detention time of greater than 24 hours. In such cases, effluent grab samples may be
collected at time intervals evenly spaced over the 24 hour period which are equal in
number of hours to the detention time of the system in number of days. However, in
no case may the time interval between effluent grab samples be greater than six (6)
hours nor the number of samples less than four (4) during a 24 hour sampling period.
b. Grab Sample: Grab samples are individual samples collected over a period of time not
exceeding 15 minutes; the grab sample can be taken manually.
9. Calculation of Means
a Arithmetic Mean: The arithmetic mean of any set of values is the summation of the
individual values divided by the number of individual values.

Part II
Page 4 of 14
b. Geometric Mean: The geometric mean of any set of values is the Nth root of the
product of the individual values where N is equal to the number of individual values.
The geometric mean is equivalent to the antilog of the arithmetic mean of the logarithms
of the individual values. For purposes of calculating the geometric mean, values of
zero (0) shall be considered to be one (1).
c. Weighted by Flow Value: Weighted by flow value means the summation of each
concentration times its respective flow divided by the summation of the respective
flows.
10. Calendar Day
A calendar day is defined as the period from midnight of one day until midnight of the next
day. However, for purposes of this permit, any consecutive 24-hour period that
reasonably represents the calendar day may be used for sampling.
11. Hazardous Substance
A hazardous substance means any substance designated under 40 CFR Part 116 pursuant
to Section 311 of the Clean Water Act.
12. Toxic Pollutant
A toxic pollutant is any pollutant listed as toxic under Section 307(a)(1)of the Clean Water
Act.
SECTION B. GENERAL CONDITIONS
1. Duty to Comply
The permittee must comply with all conditions of this permit. Any permit noncompliance
constitutes a violation of the Clean Water Act and is ground for enforcement action; for
permit termination, revocation and reissuance, or modification; or denial of a permit
renewal application.
a. The permittee shall comply with effluent standards or prohibitions established under
section 307(a) of the Clean Water Act for toxic pollutants within the time provided in
the regulations that establish these standards or prohibitions, even if the permit has not
yet been modified to incorporate the requirement.
b. Any person who violates a permit condition is subject to a civil penalty not to exceed
$25,000 per day for each violation. Any person who negligently violates any permit
condition is subject to criminal penalties of$2,500 to$25,000 per day of violation, or
imprisonment for not more than 1 year, or both. Any person who knowingly violates
permit conditions is subject to criminal penalties of $5,000 to $50,000 per day of
violation, or imprisonment for not more than 3 years, or both. Also, any person who
violates a permit condition may be assessed an administrative penalty not to exceed
$10,000 per violation with the maximum amount not to exceed $125,000. [Ref: 40
CFR 122.41(a)]

Part II
Page 5 of 14
2. Duty to Mitigate
The permittee shall take all reasonable steps to minimize or prevent any discharge in
violation of this permit which has a reasonable likelihood of adversely affecting human
health or the environment.
3. Civil and Criminal Liability
Except as provided in permit conditions on "Bypassing" (Part II, B-3) and "Power
Failures" (Part II, B-6), nothing in this permit shall be construed to relieve the permittee
from any responsibilities, liabilities, or penalties for noncompliance pursuant to NCGS
143-215.3, 143-215.6 or Section 309 of the Federal Act, 33 USC 1319. Furthermore, the
permittee is responsible for consequential damages, such as fish kills, even though the
responsibility for effective compliance may be temporarily suspended.
4. Oil and Hazardous Substance Liability
Nothing in this permit shall be construed to preclude the institution of any legal action or
relieve the permittee from any responsibilities,liabilities,or penalties to which the permittee
is or may be subject to under NCGS 143-215.75 et seq. or Section 311 of the Federal Act,
33 USG 1321. Furthermore, the permittee is responsible for consequential damages, such
as fish kills, even though the responsibility for effective compliance may be temporarily
suspended.
5. Property Rights
The issuance of this permit does not convey any property rights in either real or personal
property, or any exclusive privileges, nor does it authorize any injury to private property or
any invasion of personal rights, nor any infringement of Federal, State or local laws or
regulations.
6. Onshore or Offshore Construction
This permit does not authorize or approve the construction of any onshore or offshore
physical structures or facilities or the undertaking of any work in any navigable waters.
7. Severability
The provisions of this permit are severable, and if any provision of this permit, or the
application of any provision of this permit to any circumstances, is held invalid, the
application of such provision to other circumstances, and the remainder of this permit, shall
not be affected thereby.
8. Duty to Provide Information
The permittee shall furnish to the Permit Issuing Authority, within a reasonable time, any
information which the Permit Issuing Authority may request to determine whether cause
exists for modifying, revoking and reissuing, or terminating this permit or to determine
compliance with this permit. The permittee shall also furnish to the Permit Issuing
Authority upon request,copies of records required to be kept by this permit.
9. Duty to Reapply
If the permittee wishes to continue an activity regulated by this permit after the expiration
date of this permit, the permittee must apply for and obtain a new permit.

Part II
Page 6 of 14
10. Expiration of Permit
The permittee is not authorized to discharge after the expiration date. In order to receive
automatic authorization to discharge beyond the expiration date, the permittee shall submit
such information, forms, and fees as are required by the agency authorized to issue permits
no later than 180 days prior to the expiration date. Any discharge that has not requested
renewal at least 180 days prior to expiration, or any discharge that does not have a permit
after the expiration and has not requested renewal at least 180 days prior to expiration, will
subject the permittee to enforcement procedures as provided in NCGS 143-215.6 and 33
USC 1251 et. seq.
11. Signatory Requirements
All applications,reports,or information submitted to the Permit Issuing Authority shall be
signed and certified.
a. All permit applications shall be signed as follows:
(1) For a corporation: by a responsible corporate officer. For the purpose of this
Section, a responsible corporate officer means: (a) a president, secretary, treasurer
or vice president of the corporation in charge of a principal business function, or
any other person who performs similar policy or decision making functions for the
corporation, or (b) the manager of one or more manufacturing production or
operating facilities employing more than 250 persons or having gross annual sales
or expenditures exceeding 25 million (in second quarter 1980 dollars),if authority to
sign documents has been assigned or delegated to the manager in accordance with
corporate procedures.
(2) For a partnership or sole proprietorship: by a general partner or the proprietor,
respectively; or
(3) For a municipality, State, Federal, or other public agency: by either a principal
executive officer or ranking elected official.
b. All reports required by the permit and other information requested by the Permit Issuing
Authority shall be signed by a person described above or by a duly authorized
representative of that person. A person is a duly authorized representative only if:
(I) The authorization is made in writing by a person described above;
(2) The authorization specified either an individual or a position having responsibility
for the overall operation of the regulated facility or activity, such as the position of
plant manager, operator of a well or well field, superintendent, a position of
equivalent responsibility,or an individual or position having overall responsibility
for environmental matters for the company. (A duly authorized representative may
thus be either a named individual or any individual occupying a named position.);
and
(3) The written authorization is submitted to the Permit Issuing Authority.

Part II
Page 7 of 14
c. Certification. Any person signing a document under paragraphs a. or b. of this section
shall make the following certification:
"I certify, under penalty of law, that this document and all attachments were prepared
under my direction or supervision in accordance with a system designed to assure that
qualified personnel properly gather and evaluate the information submitted. Based on
my inquiry of the person or persons who manage the system, or those persons directly
responsible for gathering the information, the information submitted is, to the best of
my knowledge and believe, true, accurate, and complete. I am aware that there are
significant penalties for submitting false information, including the possibility of fines
and imprisonment for knowing violations."
12. Permit Actions
This permit may be modified,revoked and reissued,or terminated for cause.The filing of a
request by the permittee for a permit modification, revocation and reissuance, or
termination, or a notification of planned changes or anticipated noncompliance does not
stay any permit condition.
13. Permit Modification.Revocation and Reissuance.or Termination
The issuance of this permit does not prohibit the permit issuing authority from reopening
and modifying the permit,revoking and reissuing the permit,or terminating the permit as
allowed by the laws, rules, and regulations contained in Title 40, Code of Federal
Regulations, Parts 122 and 123; Title 15 of the North Carolina Administrative Code,
Subchapter 2H.0100; and North Carolina General Statute 143-215.1 et. al.
14. Previous Permits
All previous National Pollutant Discharge Elimination System Permits issued to this
facility, whether for operation or discharge, are hereby revoked by issuance of this permit.
The conditions, requirements, terms, and provisions of this permit authorizing discharge
under the National Pollutant Discharge Elimination System govern discharges from this
facility.
SECTION C. OPERATION AND MAINTENANCE OF POLLUTION CONTROLS
1. Certified Operator
Pursuant to Chapter 90A-44 of North Carolina General Statutes, the permittee shall
employ a certified wastewater treatment plant operator in responsible charge(ORC) of the
wastewater treatment facilities. Such operator must hold a certification of the grade
equivalent to or greater than the classification assigned to the wastewater treatment
facilities. The permittee shall notify the Division's Operator Training and Certification Unit
within five days of any change in the ORC status.

Part II
Page 8 of 14
2. Proper Operation and Maintenance
The permittee shall at all times properly operate and maintain all facilities and systems of
treatment and control (and related appurtenances) which are installed or used by the
permittee to achieve compliance with the conditions of this permit. Proper operation and
maintenance also includes adequate laboratory controls and appropriate quality assurance
procedures. This provision requires the operation of back-up or auxiliary facilities or
similar systems which are installed by a permittee only when the operation is necessary to
achieve compliance with the conditions of the permit.
3. Need to Halt or Reduce not a Defense
It shall not be a defense for a permittee in an enforcement action that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
condition of this permit.
4. Bypassing of Treatment Facilities
a. Definitions
(1) "Bypass" means the known diversion of waste streams from any portion of a
treatment facility including the collection system, which is not a designed or
established or operating mode for the facility.
(2) "Severe property damage" means substantial physical damage to property, damage
to the treatment facilities which causes them to become inoperable, or substantial
and permanent loss of natural resources which can reasonably be expected to occur
in the absence of a bypass. Severe property damage does not mean economic loss
caused by delays in production.
b. Bypass not exceeding limitations.
The permittee may allow any bypass to occur which does not cause effluent limitations
to be exceeded, but only if it also is for essential maintenance to assure efficient
operation. These bypasses are not subject to the provisions of Paragraphs c. and d. of
this section.
c. Notice
(1) Anticipated bypass. If the permittee knows in advance of the need for a bypass, it
shall submit prior notice, if possible at least ten days before the date of the bypass;
including an evaluation of the anticipated quality and affect of the bypass.
(2) Unanticipated bypass. The permittee shall submit notice of an unanticipated bypass
as required in Part II, E. 6. of this permit. (24-hour notice).
d. Prohibition of Bypass
(1) Bypass is prohibited and the Permit Issuing Authority may take enforcement action
against a permittee for bypass, unless:
(a) Bypass was unavoidable to prevent loss of life, personal injury or severe
property damage;

Part II
Page 9 of 14
(b) There were no feasible alternatives to the bypass, such as the use of auxiliary
treatment facilities,retention of untreated wastes or maintenance during normal
periods of equipment downtime. This condition is not satisfied if adequate
backup equipment should have been installed in the exercise of reasonable
engineering judgment to prevent a bypass which occurred during normal
periods of equipment downtime or preventive maintenance; and
(c) The permittee submitted notices as required under Paragraph c. of this section.
(2) The Permit Issuing Authority may approve an anticipated bypass, after considering
its adverse affects, if the Permit Issuing Authority determines that it will meet the
three conditions listed above in Paragraph d. (1) of this section.
5. Upsets
a. Definition.
"Upset " means an exceptional incident in which there is unintentional and
temporary noncompliance with technology based permit effluent limitations because of
factors beyond the reasonable control of the permittee. An upset does not include
noncompliance to the extent caused by operational error,improperly designed treatment
facilities,inadequate treatment facilities,lack of preventive maintenance,or careless or
improper operation.
b. Affect of an upset.
An upset constitutes an affirmative defense to an action brought for
noncompliance with such technology based permit effluent limitations if the
requirements of paragraph c. of this condition are met. No determination made during
administrative review of claims that noncompliance was caused by upset,and before an
action for noncompliance, is final administrative action subject to judicial review.
c. Conditions necessary for a demonstration of upset.
A permittee who wishes to establish the affirmative defense of upset shall demonstrate,
through properly signed, contemporaneous operating logs, or other relevant evidence
that
(a) An upset occurred and that the permittee can identify the cause(s)of the upset;
(b) The permittee facility was at the time being properly operated; and
(c) The permittee submitted notice of the upset as required in Part II, E. 6. (b) (B) of
this permit.
(d) The permittee complied with any remedial measures required under Part II, B. 2. of
this permit.
d. Burden of proof.
In any enforcement proceeding the permittee seeking to establish the occurrence of an
upset has the burden of proof.

Part II
Page 10 of 14
6. Removed Substances
Solids, sludges, filter backwash, or other pollutants removed in the course of treatment or
control of wastewaters shall be disposed of in accordance with NCGS 143-215.1 and in a
manner such as to prevent any pollutant from such materials from entering waters of the
State or navigable waters of the United States. The permittee shall comply with all existing
federal regulations governing the disposal of sewage sludge, and with applicable 40 CFR
Part 503 Standards for the Use and Disposal of Sewage Sludge when promulgated. Upon
promulgation of 40 CFR Part 503, any permit issued by the Permit Issuing Authority for
the disposal of sludge may be reopened and modified, or revoked and reissued, to
incorporate applicable requirements at 40 CFR Part 503. The permittee shall notify the
Permit Issuing Authority of any significant change in its sludge use or disposal practices.
7. Power Failures
The permittee is responsible for maintaining adequate safeguards as required by DEM
Regulation, Title 15, North Carolina Administrative Code, Subchapter 2H, .0124
Reliability, to prevent the discharge of untreated or inadequately treated wastes during
electrical power failures either by means of alternate power sources, standby generators or
retention of inadequately treated effluent.
SECTION D. MONITORING AND RECORDS
1. Representative Sampling
Samples collected and measurements taken,as required herein, shall be characteristic of the
volume and nature of the permitted discharge. Samples collected at a frequency less than
daily shall be taken on a day and time that is characteristic of the discharge over the entire
period which the sample represents. All samples shall be taken at the monitoring points
specified in this permit and, unless otherwise specified, before the effluent joins or is
diluted by any other wastestream, body of water, or substance. Monitoring points shall
not be changed without notification to and the approval of the Permit Issuing Authority.
2. Reporting
Monitoring results obtained during the previous month(s) shall be summarized for each
month and reported on a monthly Discharge Monitoring Report (DMR) Form (DEM No.
MR 1, 1.1, 2, 3) or alternative forms approved by the Director, DEM, postmarked no later
than the 30th day following the completed reporting period.
The first DMR is due on the last day of the month following the issuance of the permit or in
the case of a new facility, on the last day of the month following the commencement of
discharge. Duplicate signed copies of these, and all other reports required herein, shall be
submitted to the following address:
Division of Environmental Management
Water Quality Section
ATTENTION: Central Files
Post Office Box 27687
Raleigh, North Carolina 27611

Part II
Page 11 of 14
3. Flow Measurements
Appropriate flow measurement devices and methods consistent with accepted scientific
practices shall be selected and used to ensure the accuracy and reliability of measurements
of the volume of monitored discharges. The devices shall be installed, calibrated and
maintained to ensure that the accuracy of the measurements are consistent with the accepted
capability of that type of device. Devices selected shall be capable of measuring flows with
a maximum deviation of less than+ 10% from the true discharge rates throughout the range
of expected discharge volumes. Once-through condenser cooling water flow which is
monitored by pump logs, or pump hour meters as specified in Part I of this permit and
based on the manufacturer's pump curves shall not be subject to this requirement.
4. Test Procedures
Test procedures for the analysis of pollutants shall conform to the EMC regulations
published pursuant to NCGS 143-215.63 et. seq,the Water and Air Quality Reporting Acts,
and to regulations published pursuant to Section 304(g), 33 USC 1314, of the Federal
Water Pollution Control Act, as Amended, and Regulation 40 CFR 136.
To meet the intent of the monitoring required by this permit, all test procedures must
produce minimum detection and reporting levels that are below the permit discharge
requirements and all data generated must be reported down to the minimum detection or
lower reporting level of the procedure. If no approved methods are determined capable of
achieving minimum detection and reporting levels below permit discharge requirements,
then the most sensitive (method with the lowest possible detection and reporting level)
approved method must be used.
5. Penalties for Tampering
The Clean Water Act provides that any person who falsifies, tampers with, or knowingly
renders inaccurate, any monitoring device or method required to be maintained under this
permit shall, upon conviction, be punished by a fine of not more than $10,000 per
violation,or by imprisonment for not more than two years per violation, or by both.
6. Records Retention
The permittee shall retain records of all monitoring information, including all calibration
and maintenance records and all original strip chart recordings for continuous monitoring
instrumentation, copies of all reports required by this permit, for a period of at least 3
years from the date of the sample, measurement,report or application. This period may be
extended by request of the Director at any time.
7. Recording Results
For each measurement or sample taken pursuant to the requirements of this permit, the
permittee shall record the following information:
a. The date,exact place, and time of sampling or measurements;
b. The individual(s) who performed the sampling or measurements;
c. The date(s) analyses were performed;
d. The individual(s) who performed the analyses;
e. The analytical techniques or methods used; and
f. The results of such analyses. •

•
Part II
Page 12 of 14
8. Inspection and Entry
The permittee shall allow the Director, or an authorized representative, upon the
presentation of credentials and other documents as may be required by law, to;
a. Enter upon the permittee's premises where a regulated facility or activity is located or
conducted, or where records must be kept under the conditions of this permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this permit;
c. Inspect at reasonable times any facilities,equipment(including monitoring and control
equipment),practices,or operations regulated or required under this permit; and
d. Sample or monitor at reasonable times,for the purposes of assuring permit compliance
or as otherwise authorized by the Clean Water Act,any substances or parameters at any
location.
SECTION E. REPORTING REQUIREMENTS
1. Change in Discharge
All discharges authorized herein shall be consistent with the terms and conditions of this
permit. The discharge of any pollutant identified in this permit more frequently than or at a
level in excess of that authorized shall constitute a violation of the permit.
2. Planned Changes
The permittee shall give notice to the Director as soon as possible of any planned physical
alterations or additions to the permitted facility. Notice is required only when:
a. The alteration or addition to a permitted facility may meet one of the criteria for
determining whether a facility is a new source in 40 CFR Part 122.29 (b); or
b. The alteration or addition could significantly change the nature or increase the quantity
of pollutants discharged. This notification applies to pollutants which are subject
neither to effluent limitations in the permit, nor to notification requirements under 40
CFR Part 122.42 (a) (1).
3. Anticipated Noncompliance
The permittee shall give advance notice to the Director of any planned changes in the
permitted facility or activity which may result in noncompliance with permit requirements.
4. Transfers
This permit is not transferable to any person except after notice to the Director. The
Director may require modification or revocation and reissuance of the permittee and
incorporate such other requirements as may be necessary under the Clean Water Act.

Part II
Page 13 of 14
5. Monitoring Reports
Monitoring results shall be reported at the intervals specified elsewhere in this permit.
a. Monitoring results must be reported on a Discharge Monitoring Report (DMR) (See
Part II. D. 2. of this permit).
b. If the permittee monitors any pollutant more frequently than required by the permit,
using test procedures specified in Part II, D. 4. of this permit, the results of this
monitoring shall be included in the calculation and reporting of the data submitted in the
DMR.
c. Calculations for all limitations which require averaging of measurements shall utilize an
arithmetic mean unless otherwise specified by the Director in the permit.
6. Twenty-four Hour Reporting
a. The permittee shall report to the central office or the appropriate regional office any
noncompliance which may endanger health or the environment. Any information shall
be provided orally within 24 hours from the time the permittee became aware of the
circumstances. A written submission shall also be provided within 5 days of the time
the permittee becomes aware of the circumstances. The written submission shall
contain a description of the noncompliance, and its cause; the period of noncompliance,
including exact dates and times, and if the noncompliance has not been corrected, the
anticipated time it is expected to continue; and steps taken or planned to reduce,
eliminate,and prevent reoccurrence of the noncompliance.
b. The following shall be included as information which must be reported within 24 hours
under this paragraph.
(A) Any unanticipated bypass which exceeds any effluent limitation in the permit.
(B)Any upset which exceeds any effluent limitation in the permit.
(C)Violation of a maximum daily discharge limitation for any of the pollutants listed by
the Director in the permit to be reported within 24 hours.
c. The Director may waive the written report on a case-by-case basis for reports under
paragraph b. above of this condition if the oral report has been received within 24
hours.
7. Other Noncompliance
The permittee shall report all instances of noncompliance not reported under Part II. E. 5
and 6. of this permit at the time monitoring reports are submitted. The reports shall contain
the information listed in Part II. E. 6. of this permit.
8. Other Information
Where the permittee becomes aware that it failed to submit any relevant facts in a permit
application,or submitted incorrect information in a permit application or in any report to the
Director,it shall promptly submit such facts or information.

Part II
Page 14 of 14
9. Noncompliance Notification
The permittee shall report by telephone to either the central office or the appropriate regional
office of the Division as soon as possible, but in no case more than 24 hours or on the next
working day following the occurrence or first knowledge of the occurrence of any of the
following:
a. Any occurrence at the water pollution control facility which results in the discharge of
significant amounts of wastes which are abnormal in quantity or characteristic, such as
the dumping of the contents of a sludge digester; the known passage of a slug of
hazardous substance through the facility; or any other unusual circumstances.
b. Any process unit failure, due to known or unknown reasons, that render the facility
incapable of adequate wastewater treatment such as mechanical or electrical failures of
pumps, aerators, compressors, etc.
c. Any failure of a pumping station, sewer line,or treatment facility resulting in a by-pass
directly to receiving waters without treatment of all or any portion of the influent to
such station or facility.
Persons reporting such occurrences by telephone shall also file a written report in letter
form within 15 days following first knowledge of the occurrence.
10. Availability of Reports
Except for data determined to be confidential under NCGS 143-215.3(a)(2) or Section 308
of the Federal Act, 33 USC 1318, all reports prepared in accordance with the terms shall be
available for public inspection at the offices of the Division of Environmental Management.
As required by the Act, effluent data shall not be considered confidential. Knowingly
making any false statement on any such report may result in the imposition of criminal
penalties as provided for in NCGS 143-215.1(b)(2)or in Section 309 of the Federal Act.
11. Penalties for Falsification of Reports
The Clean Water Act provides that any person who knowingly makes any false statement,
representation,or certification in any record or other document submitted or required to be
maintained under this permit, including monitoring reports or reports of compliance or
noncompliance shall, upon conviction, be punished by a fine of not more than $10,000 per
violation,or by imprisonment for not more than two years per violation, or by both.

•
PART III
OTHER REQUIREMENTS
A. Requirements for Control of Pollutants Attributable to Industrial Users.
1. Effluent limitations are listed in Part I of this permit. Other pollutants attributable to inputs
from industries using the municipal system may be present in the permittee's discharge. At
such time as sufficient information becomes available to establish limitations for such
pollutants, this permit may be revised to specify effluent limitations for
any or all of such other pollutants in accordance with best practicable technology or water
quality standards.
2. Under no circumstances shall the permittee allow introduction of the following wastes in
the waste treatment system:
a. Pollutants which create a fire or explosion hazard in the POTW, including, but not
limited to, wastestreams with a closed cup flashpoint of less than 140 Degrees
Fahrenheit or 60 degrees centigrade using the test methods specified in ATSM
standards D-93-79, D-93-80, or D-3278 (incorporated by reference, see 40 CFR
260.11). This prohibition does not apply to any aqueous solution containing less than
24 percent alcohol by volume which would otherwise be a hazardous waste under 40
CFR 261.21 by virtue of having a closed cup flashpoint of less than 140 degrees
Fahrenheit or 60 degrees centigrade;
b. Wastes which will cause corrosive structural damage to treatment works, and in no
discharges with pH less than 5.0 standard units unless the system is specifically
designed to accommodate such discharges;
c. Solid or viscous substances in amounts which cause obstructions to the flow in sewers
or interference with the proper operation of the treatment works;
d. Wastewaters at a flow rate and/or pollutant concentration which will cause an
inhibition or disruption of the POTW, its treatment processes, operation, or sludge
use and disposal;
e. Heat in amounts which will inhibit biological activity in the treatment works,resulting
in interference but in no case heat in such quantities that the temperature at the treatment
works influent exceeds 40°C (104°F) unless the works are designed to
accommodate such heat;
f. Petroleum oil, nonbiodegradable cutting oil, or products of mineral oil origin in
amounts that will cause interference or pass through;
g. Pollutants which result in the presence of toxic gases, vapors, or fumes within the
POTW in quantity that may cause acute worker health and safety problems;
h. Any trucked or hauled pollutants,except at discharge points designated by the POTW.
3. With regard to the effluent requirements listed in Part I of this permit, it may be necessary
for the permittee to supplement the requirements of the Federal Pretreatment Standards (40
CFR, Part 403) to ensure compliance by the permittee with all applicable effluent
limitations. Such actions by the permittee may be necessary regarding some or all of the
industries discharging to the municipal system.

Part III
4. The permittee shall require any industrial discharges into the permitted system to meet
Federal Pretreatment Standards promulgated in response to Section 307(b) of the Act.
Prior to accepting wastewater from any significant industrial user,the permittee shall either
develop and submit to the Division a Pretreatment Program for approval per 15 NCAC 2H
.0907(a) or modify an existing Pretreatment Program per 15 NCAC 2H .0907(b).
5. This permit shall be modified, or alternatively, revoked and reissued, to incorporate or
modify an approved POTW Pretreatment Program or to include a compliance schedule for
the development of a POTW Pretreatment Program as required under Section 402(b)(8) of
the Clean Water Act and implementing regulations or by the requirements of the approved
State pretreatment program, as appropriate.
B. Construction
No construction of wastewater treatment facilities or additions to add to the plant's treatment
capacity or to change the type of process utilized at the treatment plant shall be begun until Final
Plans and Specifications have been submitted to the Division of Environmental Management
and written approval and Authorization to Construct has been issued.
C. Groundwater Monitoring
The permittee shall, upon written notice from the Director of the Division of Environmental
Management,conduct groundwater monitoring as may be required to determine the compliance
of this NPDES permitted facility with the current groundwater standards.
D. Publicly Owned Treatment Works
All POTWs must provide adequate notice to the Director of the following:
1. Any new introduction of pollutants into the POTW from an indirect discharger which
would be subject to section 301 or 306 of CWA if it were directly discharging those
pollutants; and
2. Any substantial change in the volume or character of pollutants being introduced into that
POTW by a source introducing pollutants into the POTW at the time of issuance of the
permit.
3. For purposes of this paragraph, adequate notice shall include information on (1) the quality
and quantity of effluent introduced into the POTW, and(2) any anticipated impact of the
change on the quantity or quality of effluent to be discharged from the POTW.

•
•
Part III Permit No. NC0020036
E. Chronic Toxicity Testing Requirement
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure-Revised*September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 74% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from issuance of this
permit during the months of January, April,July, and October. Effluent sampling for this testing
shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form(MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified'above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be reopened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monir li •event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
• s r

•
•
• PART IV
ANNUAL ADMINISTERING AND COMPLIANCE FEE REQUIi:EMEti;'=
•
• A. The permittee must pay the annual administering and compliance :ee within 30
( thirty) days after being billed by the Division. Failure to Fay the fee in a
timely manner .in accordance with 15 NCAC 2H .0105(b)(4) may cause this Division
• to initiate action to revoke the permit.
' •
•
•
•
•
th 4

Permit No. NC0020036
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT RECEIVED
PERMIT WS=OF ENVIRONMENTAL„PNusEM ma
TO DISCHARGE WASTEWATER UNDER THE DEC % 't
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM MOORESVLLlE
MOM 001111
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission,and the Federal Water Pollution Control Act, as amended,
Town of Stanley
is hereby authorized to discharge wastewater from a facility located at
Stanley Wastewater Treatment Plant
End of Lola Street
Stanley
Gaston County
to receiving waters designated as Mauney Creek in the Catawba River Basin
in accordance with effluent limitations,monitoring requirements, and other conditions set forth in
Parts I, II, and Ill hereof.
This permit shall become effective
This permit and the authorization to discharge shall expire at midnight on July 31, 1995
Signed this day
SAIii
George T.Everett,Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0020036
SUPPLEMENT TO PERMIT COVER SHEET
Town of Stanley
is hereby authorized to:
1. Continue to operate an existing 0.500 MGD wastewater treatment plant consisting of a bar
screen,grit chamber,mechanical aeration basin, secondary clarifiers, chlorine contact basin, and
sludge drying beds located at Stanley Wastewater Treatment Plant,End of Lola Street, Stanley,
Gaston County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into Mauney
Creek which is classified Class C waters in the Catawba River Basin.

'„ DEPARTMENT OF,THE INTERIOR '+
GEOLOGICAURVEY
81.07'30" 489000m.E. 1 90 ALEXIS 2.5 MI. 491 '92 5'
5.22'30"
3914000m.„. � ,� O• J
. -' • 1•
• ' 800•l -I r� B/O. , •
��, r`'-+E3',i III,. _ :
1 ' - imL. kt.‘ yi 4-1Y7' ...ii .4;-4--- *P-dm—.r°1..(-44-31%93-..,,,,.' t ,--.....--- -
, „.1/4 GA? '',^,-1 ‘? Boo 4VP.R.' ' \'‘.1., T\--'.,..-79;;Att, --.. ,... : e
,,, 4 , I
\\/4.' 92 \;COC),-4 . , . • A: A'T:--.71. 1*--..4!..7 .\--------. ;Et'_. fik\\•V' 7•.71 \I!,_44'1__---• - .
511^t-w‘7—'"-..\V: -_„,-..„,..: --/'.9.. 1
\ :4711 a
ei. .--
i/� • . — Ii i7� ., W ♦ / .
i -�, l
3912 / , .
�/—• � %!i..) .i' �. o �\ �-tz .'�' . �..
/,- ,/ .� v>, E
el �I ' - O �
—J ;.. J grng,fid / J • d� _` r Sena
, \I , . \ •__y/.\
, __-- .. .,•--c..2 • : .•-,, • I\ •
'-- , . 0\ \ '-- ( / (/ _,..- -
\ .,—.._)_ .
. L --)
,,i------- -i_s,
_ ._„
isi- ,. ...‹.._:.,,,,.. - ,, ._;/_. .. . ,
-.... . 4,----- _____„..!
6 • '- --- '.. /. ri *--11,--/-. , ''i 3) if i'' !----. t ,---
4), _Y.;-;-• .--.. • \ \ - ( .. (• r---/ 7i f( \ x8I3 —1.' \ . NI°. ------ _,_/-1
Cf"
\ ��^ " ). 822 .. .
� i, ^. N. / r _ it _`,...,,%. . .(. . - ,\__ , -_ ..\
__...-....__.-N ,,,,_,/ \\ D \,..) ,.
,, . v----
. ,--__ $. . -9,
� ,: ) Aci �r�e_f ` _- , ' . • ��

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL. Permit No. NC0020036
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics Discharge Limitations Monitoring Requirements
Measurement Sample *Sample
Monthly Avg. Weekly Avg, Daily Max Frequency Iyoe Location
Flow 0.500 MGD Continuous Recording I or E
BOD, 5 day, 20°C** 30.0 mg/I 45.0 mg/I 2/Month Composite E, I
Total Suspended Residue** 30.0 mg/I 45.0 mg/I 2/Month Composite E,I
NH3 as N (April - October) 1.2 mg/I 2/Month Composite E
Dissolved Oxygen*** Weekly Grab E, U, D
Fecal Coliform (geometric mean) 200.0 /100 ml 400.0 /100 ml 2/Month Grab E, U, D
Total Residual Chlorine Daily Grab E
Temperature Weekly Grab E, U, D
Conductivity Weekly Grab U, D
Chronic Toxicity**** Quarterly Composite E
NH3 as N (November - March) 2.7 mg/I 2/Month Composite E
* Sample locations:E -Effluent,I-Influent,U-Upstream 50 feet,D -Downstream at NCSR 1827
** The monthly average effluent BOD5 and Total Suspended Residue concentrations shall not exceed 15 %of the respective influent value (85
%removal).
***The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/I.
**** Chronic Toxicity (Ceriodaphnia)P/F at 74%,January,April, July, and October; See Part III, Condition E.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part III Permit No. NC0020036
E. Chronic Toxicity Testing Requirement
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure- Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 74% (defined as treatment two in the North Carolina procedure document).
The permit holder shall perform quarterly monitoring using this procedure to establish compliance
with the permit condition. The first test will be performed after thirty days from issuance of this
permit during the months of January, April,July, and October. Effluent sampling for this testing
shall be performed at the NPDES permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form(MR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally,DEM Form AT-1 (original) is to be sent to the following address:
Attention:
Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be reopened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting (within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.

Q,y7//j/
• � RECEIVED •
oh
4INKY), 17-4
Guam OF ENVIRONMENTAL M71NA6EYE
Is et, 1
e
JUL 11 MO
,107
State of North Carolina 100a OM
Department of Environment,Health,and Natural Resources ae�
Division of Environmental Management
512 North Salisbury Street• Raleigh,North Carolina 27611
James G. Martin,Governor 7/3/90 George T.Everett, Ph.D.
William W. Cobey,Jr.,Secretary Director
Hon. Gail R. Brotherton, Mayor
Town of Stanley Subject : NPDES Permit Application
PO Box 279 NPDES Permit No.NC0020036
Stanley, NC 28164 Stanley Wastewater Treatment
Dear Mayor Brotherton Gaston County
This is to acknowledge receipt of the following documents on June 29, 1990:
q Application Form
Engineering Proposal (for proposed control facilities) ,
q Request for permit renewal,
L Application Processing Fee of $125.00,
Other ,
The items checked below are needed before review can begin:
Application Form
Engineering proposal (see attachment) ,
Application Processing Fee of
Delegation of Authority (see attached)
Biocide Sheet (see attached)
Other
P
If the application is not made complete within thirty (30) days, it will be
returned to you and may be resubmitted when complete .
This application has been assigned to Jule Shanklin
(919/733-5083) of our Permits Unit for review. You will be advised of any
comments recommendations, questions or other information necessary for the .
review of the application.
I am, by copy of this letter, requesting that our Regional Office
Supervisor prepare a staff report and recommendations regarding this
discharge . If you have any questions regarding this applications,
please contact the review person listed above.
incere
CC : Mooresville Regional Office Dale Overcash, P .E.
Pollution Prevention Pays
P.O.Box 27687,Raleigh,North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

•
•
— '
•
' NOct'i1i CAROLINA DEPT. OF NATUi2Al, RESOURCES AND COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION FOR AGENCY USE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM ,��"'�
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER •
STANDARD FORM A — MUNICIPAL CA. 714•757'4
4/is•o 6
SECTION L APPLICANT AND FACILITY DESCRIPTION G Ll.90
3'a
Unless otherwise specified on this form ail items are to be completed. If an Item is not applicable Indicate'NA.'
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
Please Print or Type
• 1. Legal Name of Applicant - 101 Taal. of Stanley
(see instructions)
•
2. Mailing Address of Applicant c^,..t_(see Instructions) Bost Office � 279: 233 Jau_11 Main Street
Number 6 Street 102a — G.�l City 102b Sttan1P,r
State 102o North Celina --..
Zip Cope 102d j 28164
3. Applicant's Authorized Agent
(See instructions) Gail
Name and Title 103a ' 1 i7LlJl1�
Mayor
Number& Street ' 103b Peet O ice Bcx 279
City i 103c Stanley
State 1034. cNrh C olir
Zip Code 103e 28164 '
Telephone i 103f 704 263-4779
Area Number JUN 2 , IUQU
4, Previous Application Code JJ
If a previous application for a per-
mit under the National Pollutant PERM T,R. �_,1,, a
..r=Discharge Elimination System has , 3(1 •) TY)S r�
been made,give the Cate of ) _
application. 104 YR MO DAY
I certify that I am familiar with the information contained in this application and that to the best of my knowledge and belief Such information
is true,Complete,and accurate. �,y,�,.,,�
Gail BZ_Dt tLfl ------ -- 102e Mawr
Printed Name of Person Signing Title
•
LiL�CJ< Aoolican
low Y R MO DAY
Signature for Authorized Agent Date Applleatlon Signed
North Carolina •.3eneral Statute 143-215.6(b) (2) provides that: Any person who knowingly makes
any false statement representation, or certification in any application, record, report, plan,
c;r otner document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers with,
or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty or a misdemeanor punishable by a fine
not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C.
Section 1001 provides a punishment by a fine or not more than S10,000 or imprisonment not
more than 5 years, or both, for a similar offense.)

•
r '
FOR AGENCY USE
•
•
Number of Total Volume Discharged.
Discharge Points Million GallonsQer Day
To: Surface Water 107a1 1 lash 0.240
Surface Impoundment with
no Effluent 10701 :.1117at •
•
Underground Percolation 10741 1 f1.
Well(injection) 10701 '1/74E.
Other 107s1 ;4*7110.
Total Item 7 10711 10701
If'other'is specified, describe 107g1 —
If any of the discharges from this
facility are Intermittent,such as from
Overflow or bypass points, or are
seasonal or periodic from lagoons,
holding ponds,etc.,complete Item 8.
8. Intermittent Discharges
a. Faelllty•bypass points •
Indicate the number of bypass I lots
points for the facility that are •
discharge points.(see instructions)
• b. Facility Overflow Points
Indicate the number of overflow IOU
points to a surface water for the
facility (see instructions).
c. Seasonal or Periodic Discharge
Points Indicate the number of 1011e
points where seasonal discharges
occur from holding ponds,
lagoons,etc.
9. Collection System Type
Indicate the type and length(In 101la
miles)Of the collection system used
by this facility. (see instructions)
•
Separate Storm 0 SST
Separate Sanitary I,Z SAN
Combined Sanitary and Storm ❑CSS •
Both Separate Sanitary and
Combined Sewer Systems ❑BSC
Both Separate Storm an:
Combined Sewer Systems 1000 ❑SSC •
Length 14 miles
10. Municipalities or Areas Served Actual Population
(see instructions) Name Served
110a Town of Manley .;fit .: 3,000
110a 1ttll
110a •
11N
110a Zia
S:
110a (t
Total►o0ulation Served 3000
1-3

• STANDARD FORM A—MUNICIPAL FOR AGENCY USE
SECTION II. BASIC DISCHARGE DESCRIPTION
Complete this Section for each present or proposed o,scnarge Indicated In Section I,Items 7 and 8.that Is to surface waters. This Includes
discharges to other municipal sewerage systems In which the waste water doss not 90 through a treatment works prior to being dischargers to
surface waters. Discharges to wells must be described where there are also discharges to surfer.*waters from this facility. Separate
descriptions of each discharge are required even If several discharges originate In the same facility. All values for an existing discharge should
be representatIve of the twelve previous months of operation. If this Is a proposed discharge,values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Discharge Serial No.and Name 001
a. Discharge Serial No, aim
(see instructions)
b. Discharge Name 201b Ma hey Creek
Give name of discharge, if any
(see Instructions)
c. Previous Discharge Serial No 201a
If a previous NPOES permit
application was made for this dis-
charge(Item 4,Section I) provide
previous discharge serial number.
2. a. s to Operating Dn as 90 09 (Relocation of Current Discharge)
a. Discharge to Begin Date 292a
If the discharge has never YR MO
occurred but Is planned for some
future date.give the Gate the
discharge will begin.
b. Discharge to End Date If the dis 202b N/A_
charge is scheduled to be discon- I YR MO
tinued within the next 5 years.
give the date(within best estimate) •
the discharge will end. Give rea-
son for discontinuing this discharge
in Item 17.
3. Discharge Location Name the
political boundaries within which Agency Use
the point of aiscnarce is located:
State 2934 North Carolina 302/
County 2o3b Gaston
mai
(if appiiCabiei City Or Town 203e 323f
4. Discharge Point Description
(see instructions)
Discharge is Into(check one)
Stream(includes ditches, arroyos, 29e2 STR
and other watercourses)
•
Estuary• 0 EST
Lake ❑LICE
Ocean ❑OCE
Weil (Injection) ❑WEL
•
Other ❑OTH
If'other'is(necked,specify type !9Y
r •
S. Discharge Point—Lat/Long.
State the precise location of the
point of discharge to the nearest
second. (see instructions) QQ--��
Latitude 204a •SLR._ DEG. 7 MIN. °SEC
Longitude ems DEG. 21—MIN. 45 SEc .
U-1 This section contains 8 paNa.

• DISCHARGE SERIAL NUMBER
• ' 001 FOE AGENCY USE
14. Description of Influent and Effluent(see Instructions)
Influent Effluent
m b') •
Parameter and Code < t 7 e - ° ... . F 214 > > o • r
u i L
< > <` >" .3 < s< t�ir< z < t
(1) (2) (3) (4) (5) (6) (7)
Flow
Million gallons per day I
50050 0.245 - - - - _ _
pH
Units
00400 4 4411 4.3 7.7 5/7 260
Temperature(winter)
. F
5.9 51 48 58 5/7 260
74028
Temperature(summer)
°F
74027 75 72 77 5/7 260
Fecal Streptococci Bacteria
Number/100 ml 111.4
74054
(Provide if available)
Fecal Coliform Bacteria
Number/100 ml
74055
(Provide if available)
•
Total Coliform Bacteria
Number/100 ml I1114 • .
74056
(Provide if available)
BOD 5-day
mg/1
00310 595 31 - 9 62 2/30 24
'
Chemical Oxygen Demand(COD)
mg/1
00340
(Provide if available) —
OR
Total Organic Carbon(TOC)
mg/1 —
00680
(Provide if available) •
(Either analysis is acceptable)
Chlorine—Total Residual
mg/1
50060 - 1.564 - 4.70 5/7 260
II-5

DISCHARGE SERIAL NUMBER FOR AGENCY Vt-
•
001 •.1: S +t
c. Overflow Duration Give the
average overflow duration In
hours.
Wet weather Mel hours
Dry weather orli Hours
d. Overflow Volume Give the
average volume per overflow
Incident In thousand gallons.
Wet weather !! thousand gallons per Incident
Dry weather 1111010 thousand gallons per incident
Proceed to item 11 •
10. SeasonaVPeriodle Discharges
a. Seasonal/Periodic Discharge
Frequency If discharge Is inter- :'ales : lv A times per year
mittent from a holding pond,
lagoon,etc,give the actual or
approximate number of time
this discharge occurs per year.
b. Seasonal/Periodic Discharge
Volume Give the average 211111 thousand gallons per discharge occurrence
volume per discharge occurrence
In thousand gallons.
c. Seasonal/Periodic Discharge
Duration Give the average dura- Me days
tion of each discharge occurrence
In days.
d. Seasonal/Periodic Discharge
Occurrence—Months Check the 21116 ❑JAN ❑FEB 0 MAR
months during the year when
the discharge normally occurs. ❑APR 0 MAY JUN
❑JUL ❑AUG 05EP
❑OCT ❑ NOV ❑DEC
11. Discharge Treatment
a. Discharge Treatment Description
°ascribe waste abatement prac-
tices used on this discharge with -
a brief narrative. (See instruc-
tions) 211,t Treatment process consists of bar screen, grit
chamber, aeration basin, secondary clarifiers,
chlorine contact basins, aerobic digester and
sludge hQjding, basin.
•
ll-3 •

DISCHARGE SERIAL NUMBER FOR AGENCY USE
•
001 1•
1 •- I I C
IS.Additional Wastewater Characterlsttes
Check the box next to each parameter If it Is present In the effluent.(see Instructions)
Parameter Parameter Parameter
(215) _ t (215) et:
Bromide Cobalt Thallium
71870 01037 01059
Chloride Chromium Titanium
00940 01034 01152
Cyanide Copper Tin
00720 01042 X 01102 .
Fluoride Iron Zinc
00951 01045 01092
Sulfide Lead Algicides•
00745 01051 74051
Aluminum Manganese Chlorinated organic compounds'
01105 01055 74052
Antimony Mercury Oil and grease
01097 71900 00550
Arsenic Molybdenum Pesticides'
01002 01062 74053
Beryllium Nickel • Phenols
01012 01067 32730 •
Barium Selenium Surfactants
01007 01147 38260
Boron Silver Radioactivity'
01022 01077 74050 •
Cadmium
01027
•Provide specific compound and/or element in Item 17,if known.
Pesticides(Insecticides,fungicides,and rodenticides)must be reported in terms of the acceptable common names specified in Acceptable Com-
mon Names and Qiemical Names for the Ingredient Statement on Pesticide Labels, 2nd Edition,Environmental Protection Agency,Washington,
D.C. 20250,June 1972.as required by Subsection 162.7(b)of the Regulations for the Enforcement of the Federal Insecticide.Fungicide,and
Rodenticide Act.
II-7

FOR AGENCY USE
STANDARD FORM A—MUNICIPAL ` _ .
• •
SECTION M. SCHEDULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION
This section requires information on any uncompleted implementation schedule which has been Imposed for Construction of waste treatment
facilities. Requirement schedules may have been estaollshed by local,State,Or Federal agencies or by Court action. IF YOU ARE SUBJECT TO
SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING
DIFFERENT SCHEDULES(ITEM 113) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATIONAL UNITS(ITEM 1c),SUBMIT A
SEPARATE SECTION ill FOR EACH ONE. •
1. Improvements Required FOR AGENCY USE
a. Discharge Serial Numbers '300 beflef040. : r;
Affected List the discharge •
serial numbers,assigned in Sec•
tlon il,that are covered by this
implementation schedule •
b. Authority Imposing Requirement 301s1 001 •
Check the appropriate Item Inds-
cating the authority for the Ins- •
plementation schedule If the -
• Identical Implementation sched-
ule has been ordered by more
than one authority,check the • '
appropriate items. (see in.
structlons)
Seib ❑LOC
Locally developed plan 0 ARE
Areawide Plan L'1 BAS
Basin Plan
State approved implementation 0 SQS
schedule
Federal approved water quality �WQS
standards implementation plan
Federal enforcement procedure [1 ENF
or action =CRT
State court order 0 FED
Fegerai court order
c. Improvement Description Specify the 3•character Code for the
General Action Description In Table ii that pest describes the
improvements required by the Implementation schedule. If more
than one schedule applies to the facility because Of a staged Con-
struction schedule,state the stage of construction being described •
here with the appropriate general action code. Submat a separate
Section III for each stage of construction planned. Also,list all
the 3-cnaracter(Specific Action)codes which describe in•more
detail the pollution abatement practices that the Implementation
schedule requires.
3-character general action •
MOD
Description ,Sole
3-character specific action SEC DIS SLD
descriptions 3014 / / / /
2. Implementation Schedule and 3. Actual Completion Dates
Provide dates imposed Dy schedule and any actual dates Of completion for implementation steps
listed below. Indicate dates as accurately as possible. (see Instructions)
I,-nplementation Steps 2. Schedule(Yr/Mo/Clay) 3. Actual Completion(Yr/Mo/Day)
a. Preliminary plan complete ma 88/08,01 704: / 08/ 01
b. Final plan complete 302b 31, 03,31 , /Falb 89,-0-1 1 •
c. Financing complete& contract Sole 89 07 01 89, 07, 01
awarded
d. Site acquired 302d `l'7_/- PIM -/-/-
89 07 01 '7` " 89 12 01
e. Begin Construction 3e2e /_ //-
ti.
I. End construction 3t12t /90 09,09
g. Begin Oiscnarge 3$ 90 , 09,09 -,-/-
h. Operational level attained 30,2b 90 / "9/` _ L
•
•
• III-1 Thin aaetion contains t page. •
GPO a6s.707
•
i;'sa

88/MP O7/20/9O
COMPLIANCE EVALUATION ANALY%I% REPORT PA�E 1
~
. .
PERMIT--NCO020036 PIPE........
O01 REPORT PERIO 9O6-9O05 LOC............
E
FACILITY--%TANLEY WWTP, TOWN OF DE%I�N FLOW-- .5O00 CLA%%--i
LO CI'ATION--%TANLY RE(*"ION/COUNTY--03 �A%TON
50O50 0031O OO53O 00610 3i6i6 5OO6O 003OO T�P3B
MONTH D BOD RE%/T%% NH3+NH4- FEC COLI CHLORINE DO CERI7DPF
LIMIT % i .40O0 % 60.O0 % 6O.O NO! % i00O.O NOL IS, 6.00
89/06 .2694 7.O0 iO.O 9.8O 2.O .93i 6.48
LIMIT % i . 00 % 6O.00 % 6O.O NOL % O0 iO .O NOL % 6 40 .00 NOL
89/O7 .2832 3i .25 iO.O .64 .865 6.53 2
89/O8 .278O i3.00 4.0 i .00 55.4 .55O 6.63
89/09 .2946 2i .5O i8.02.0 .973 6.72
89/iO .3O52 6.00 i5.5 6.95 6.3 .959 6.8O 2
89/ii .2775 31 .11)0 22.O 16.95 2.8 .552 7.O7
89/i2 .3Oi6 i3.0O i3 .5 9.6O 2.0 .5i5 6.84 2
90/O1 .3869 8.00 i3.5 iO.O0 i58.7 i . i40 6.80
90/O2 .4603 2O.50 5.O i9.4O 2.8 1 .O89 6.9O
9O/2:*..)3 6.8i 2
9O/O4 .3i38 i6.00 9.5 7.O5 i .O i .865 2
90/05 .3O79 7.O0 ii .5 8.30 3.2 1 .97i 2
AVERAC"'tE .32i3 i6.22 i2.4 9.32 25 .3 1 .040 6.7O 2
MAXIMUM .83iO 62.00 32.O 21 .4O iOOOOO.O 2.50O 8.5O 2
MINIMUM .00OO 2.O0 i .O .30 i .0 . i0O 3.8O 2
UNIT MGD MX/L Mx/L M�/L �/iOOML M�/L M�/L 9A
~

O7/2O/9O
88/MP
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
»�
~ .
PERMIT--NCO020036 PIPE--00i REPORT PERIOD : 8906-9005 LOC---E
FACILITY--%TANLEY WWTP, TOWN OF DESIGN FLOW-- .5000 CLASS-4
LOCATION--%TANLY REGION/COUNTY--03 GA%TON
OOOiO 00400 00600 00665
MONTH TEMP PH TOTAL N PHO%-TOT
LIMIT NOL 9.0 6.0 NOL NOL
89/06 22.45 7.6-7.0 9.200 .700O
LIMIT NOL 9.0 6.0 NOL NOL
89/07 25.35 7.7-7.0 8.400 1 .3666
89/08 24 .26 7.8-7.0 9.450 1 .600O
89/09 22.05 7.9-7.6 10.580 .53OO
89/10 18.27 8.0-7.5 9.000 2.300O
89/ii i5.70 8. 1 -7.5 22.300 1 .200O
89/12 9. 10 8.0-7.4 26 .600 1 .200O
90/Oi 10. 68 8.0-7.9 17.500 2.2000
90/02 11 .73 7.9-7.8 22.200 1 .7000
90/03 12.50 8.0-7.8 15.300 2.7000
90/04 i6.09 7.4-6.9 15.200 1 .300O
90/05 20. i3 7.3-6.8 19.500 1 . 0000
AVERAGE 17.35 ________ 15.435 i .4830
MAXIMUM 27.00 8. iOO 26.600 2.7000
MINIMUM 6.O0 6.800 6.900 .280O
UNIT DEG.0 %U MG/L MG/L
`

r • --.,
FOR AGENCY USE I
STANDARD FORM A—MUNICIPAL r I ~
I I
SECTION D7. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system,using a separate SettIon IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in Mu.-
sand gallons per day),and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult :.stile
III for standard measures of products or raw materials. (see Instructions)
t• Major Contributing Facility •
(see Instructions)
Name 401a Allibert Inc.
Post Office Box 1200
Number& Street 401b
City 4ou Stanley —
County 401d Gaston
State 4014 North Carolina. _ -
Zip Code 401f 7R16Li
2. Primary Standard Industrial 402 1070
Classification Code (see
instructions)
Units(See
3. Prindpal Product or Raw Quantity Table III)
Material (see instructions)
• Product 403a Resin Garden ;Aim- 403e
Furniture
Raw Material 403b Polypropylene -403, 403f
4. Flow Indicate the volume of water
discharged into the municipal sys• 404a 3.7 thousand gallons per day
tern In thousand gallons per day
and whether this discharge Is Inter- 404b 0 Intermittent(int)caContlnuous(con)
mittent or continuous.
5. Pretreatment Provided Indicate if 405 ❑Yes 125No
pretreatment is provided prior to I
•
entering the municipal System
6. Characteristics of Wastewater
(see instructions)
Parameter
Name
404a Parameter I i
46401 Number
Value 1
IV-1 This section Contains I page.
GPO 665.706

' r FOR AGENCY USE 1
- - —1
STANDARD FORM A—MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip•
tion. Indicate the 4 digit Standard Industriai Classification(SIC)Code for the Industry,the major product or raw material,the flow(in thni:•
sand gallons per day),and the characteristics of the wastewater discharged from the industrial facility Into the municipal System. Consult :Ibie
III for standard measures of products or raw materials. (see Instructions)
1. Major Contributing Facility
(see Instructions)
Name 401a J.P.S. Textile Group, Inc.
•
Number& Street 40tb 357 North main Street _
City 401e Stanley
County 401d Gaston
State 401e North Carolina •
zip Code 401f 7R1 hLL
2. Primary Standard Industrial 402 2221
• Classification Code (see
Instructions)
Units(See
3. Prindpal Product or Raw Quantity Table III)
Material (sae Instructions)
• Product 403a Yarn Manufacturing .,403 403e
•
Raw Material 403b 4 34 -40$
•
4. Flow Indicate the volume of water
discharged into the municipal sys• 404a 6 thousand gallons per day
tern In thousand gallons per day
and whether this discharge Is inter. 404b ❑Intermittent(Int)al Continuous(con)
mittens or continuous.
5. Pretreatment Provided Indicate if 405 DYes [ No
pretreatment is provided prior to )
entering the municipal system
•
6. Characteristics of Wastewater
(see instructions)
Parameter I
Name
4QBa Parameter I •
Number
•
40$b1 Value ,
IV-l • This section contains 1 page.
GP0 1165.706 .

•
FOR AGENCY USE I
-1
STANDARD FORM A—MUNICIPAL
SECTION rcr. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system,using a seri Section IV for each facility descrip-
lion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the Industry,the major product or raw material,the flow(in Inc'..•
sand gallons per day), and the characteristics Of the wastewater discharged from the Industrial facility Into the municipal system. Consult stile
Ill for standard measures of products or raw materials. (see Instructions)
•
t• Major Contributing Facility •
(see Instructions)
Name 401a Gaston Co. Dyeing Machine Co.
•
Number& Street 401b 200 South Main Street
City 401e Stanley
County 401d Gaston - •—
State 401a North Carolina • — _
Zip Code 4011 _28164
2. Primary Standard Industrial 402 3443, 3552
Classification Code (see
Instructions)
Units(See
3. Principal Product or Raw Quantity Table Ill)
Material (see Instructions)
Product 403a Stainless Steel ,4423 40se
Fabrication •
•
Raw Material 403b 4131 -ION
4. Flow Indicate the volume of water
discharged into the municipal sys- 404a 2.5 thousand gallons per day
tem in thousand gallons per day
and whether this discharge Is Inter- 404b ❑Intermittent(Int)atContinuous(con)
mittens or continuous.
S. Pretreatment Provided indicate if 405 ❑Yes ($No
pretreatment is provided prior to
entering the municipal system .
G. Characteristics of Wastewater
(See instructions)
Parameter I I
Name
Parameter
404a Number
4011b Value
TV�1 • This section contains 1 page. -
GPO ee5.70e .

w
4
• a FOR AGENCY USE
STANDARD FORM A—MUNICIPAL --I
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the mator product or raw material,the flow(in(ho,-
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility into the municipal system. Consult I stile
III for standard measures of products or raw materials. (see instructions)
1• Major Contributing Facility
(see Instructions) .
Name 401a Dollinger/Technolab, Inc.
•
Number& Street 401b Post Office Box 537 _
City 401e Stanley
County 401d Castes
State 401e North Carolina •
Zip Code 401 f 28164
2. Primary Standard Industrial 402
Classification Code (see
Instructions)
Units(See
3. Principal Product or Raw Quantity Table III)
Material (see instructions)
Product 403a Industrial Filters :, .: 4034
•
Raw Material 403b Sheet Metals, Fabrics s>um - IOx
& Fiberglass
4. Flow Indicate the volume of water 11.1
discharged into the municipal sys- 404a thousand gallons per day
tern In thousand gallons per day
and whether this discharge is inter. 404b ❑Intermittent(int)*3COntlnuous(con)
mittent or continuous.
5. Pretreatment Provided Indicate if 405 ❑Yes r3No
pretreatment is provided prior to I
entering the municipal system
•
6. Characteristics of Wastewater
(see instructions)
Parameter 1
Name _
40$a Parameter
Number
444k Value -
i
IV-1 This section contains I page.
GPO 865.106

•
• .e ,s e -
FOR AGENCY USE -
c -.1
STANDARD FORM A—MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip• .
tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the mato,product or raw material,the flow(in the..•
sand gallons per day),and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult :tbie
III for standard measures of products or raw materials. (see Instructions)
•
1• Major Contributing Facility •
(see Instructions) .
Name 401a Talon, Inc. _ _
Number&Street 401b 518 Hovis Road _
City 401c Stanley
County 401d Gaston - ._
State 401e North Carolina
zip Code 401f 28164
2. Primary Standard industrial 402 22
• Classification Code (see
instructions)
Units(See
3. Principal Product or Raw Quantity Table III)
Material (see instructions)
• Product 403a Zipper Manufacturer .4113s 4034
Raw Material 403b Yarn & Nylon Resins •
4i7f
•
4. Flow Indicate the volume of water
discharged into the municipal sys• 404a 4 thousand gallons per day
tern In thousand gallons per day
and whether this discharge Is Inter. 404b ❑intermittent(Int)0Continuous(con)
mittent or continu0us.
S. Pretreatment Provided indicate if 405 ❑Yes i]No
pretreatment is provided prior to I
entering the municipal system
6. Characteristics of Wastewater
(see instructions) .
Parameter
Name
4048 Parameter I.
40ibINumber
Value •
TV-1 • This 'action contains I page.
GPO 165.70E

v
,J a• 11
FOR AGENCY USE 1
STANDARD FORM A—MUNICIPAL ~
_ I I
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system,using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification(SIC)Code for the industry,the major product or raw material,the flow(in thc',,•
sand gallons per day),and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult :.ibie
III for standard measures of produCts or raw material!. (see Instructions)
1. Major Contributing Facility •
(sea Instructions)
Name 401 a Stanley Knitwear, Inc.
Number& Street 4o1b Post Office Box 400: 103 Durham Road _
City 401c Stanley
County 401d Gaston —
State.State 401e North Carolina
Zip Code 401f 28164
•
2. Primary Standard Industrial 402 2254
Classification Code (see
Instructions)
Units(See
3. Principal Product or Raw Quantity Table Ill)
Material (See instructions)
. Product 403a T-Shirts was 4030
Raw Materiai 403b 4034 403f
•
4. Flow Indicate the volume of water Q,133
discharged into the municipal sys- 404a thousand gallons per day
tern In thousand gallons per day
and whether this discharge Is Inter- 404b ❑Intermittent(I nt)M+Continuous(Con)
mittent or continuous.
5. Pretreatment Provided Indicate if 405 CI Yes =No
pretreatment is provided prior to I
entering the municipal System
•
6. Characteristics of Wastewater
(see instructions)
•
Parameter
Name
404e Parameter
40ibINumber
Value ~
TV-1 This section contains 1 page.
GPO 665.706

To: Permits and Engineering Unit
Water Quality Section
Date: August 1, 1990
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Gaston
NPDES Permit No. : NC 0020036
MRO No. : 90-129
PART I - GENERAL INFORMATION
1. Facility and Address: Stanley Wastewater Treatment Plant
Town of Stanley
Post Office Box 279
Stanley, North Carolina 28164
2. Date of Investigation: July 26, 1990
3 . Report Prepared By: Allen Hardy, Environmental Engineer I
4. Person Contacted and Telephone Number: John Erickson and
David Cole; ( 704) 263-9426
5. Directions to Site: Travel west on S. R. 1844 (Hovis Road)
in the Town of Stanley to S. R. 1847 (Ralph Hansley Street) .
Turn left on S. R. 1847 and travel 0 . 4 mile to the
intersection of Lola Street. Turn right and the treatment
plant will be at the end of this street.
6 . Discharge Point( s) , List for all discharge Points: -
Existing Proposed
Latitude: 35° 21' 46" 35° 21' 46"
Longitude: 81° 06 ' 37" 81° 47 ' 00"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No. : F 14 SE
7 . Size ( land available for expansion and upgrading) : There
appears to be adequate land available for minor upgrading or
expansion.
8. Topography (relationship to flood plain included) : Mildly
rolling slopes, 2-10%. The plant was not located in the
flood plain.
9. Location of Nearest Dwelling: There were no houses located
within 500 feet of the treatment plant.
10. Receiving Stream or Affected Surface Waters: Existing -
Unnamed tributary to Mauney Creek; proposed - Mauney Creek

Page Two
a. Classification: C
b. River Basin and Subbasin No. : 03-08-35
c. Describe receiving stream features and pertinent
downstream uses: The receiving stream at the existing
discharge location contained a slow moving, shallow
flow on the date of inspection. There is only one
known discharger into Mauney Creek, J. P. Stevens (NC
0004910) .
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of Wastewater: 91. 5% Domestic
8. 5% Industrial
(based on yearly flow average of 0. 3213 MGD and an
industrial wastewater loading of 0. 0275 MGD)
a. Volume of Wastewater: 1. 4 MGD (Design Capacity)
b. Types and quantities of industrial wastewater: The
industries producing the wastewater are listed in the
application. The amount of industrial wastewater as
shown in the application is 0. 0275 MGD.
c. Prevalent toxic constituents in wastewater: The
wastewater treatment plant has failed all its toxicity
testing since August, 1988 ( 10 total) . The
implementation of a Pretreatment Program may help
identify the toxicity problems.
d. Pretreatment Program (POTWs only) : The Mooresville
Regional Office Pretreatment Coordinator is presently
working with the POTW to determine if there is a need
for a pretreatment program.
2. Production Rates ( industrial discharges only) in Pounds:
N/A
3 . Description of Industrial Process (for industries only) and
Applicable CFR Part and Subpart: N/A
4. Type of Treatment ( specify whether proposed or existing) :
The present treatment consists of a mechanical aeration
basin, secondary clarifier, chlorine contact basin and
sludge drying beds.
5. Sludge Handling and Disposal Scheme: The Town has
contracted EWD (Environmental Waste Disposal) to develop a
plan for the land application of their sludge.
6 . Treatment Plant Classification: Less than 5 points; no
rating ( include rating sheet) . Class II
7. SIC Code( s) : 4952
Wastewater Code( s) :
Primary: 01
Secondary:

Page Three
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only) ? Yes, Project No. E-SRL-T-89-00R8
2. Special monitoring requests: No
3 . Additional effluent limits requests: No
4. Air Quality and/or Groundwater concerns or hazardous waste
utilized at this facility that may impact water quality, air
quality or groundwater? No air quality or groundwater
concerns are expected from this facility.
5. Other: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
The applicant, Town of Stanley, has requested the renewal of
their Permit for the discharge of treated wastewater. The
facility is undergoing some major upgrading and repairs under
Judicial Order of Consent (JOC) . Part of the upgrading includes
the extension of their outfall from an unnamed tributary to
Mauney Creek directly into Mauney Creek. This extension should
help the Town obtain compliance by means of a lower Instream
Waste Concentration.
The facilities only appeared to be operating efficiently
enough to meet the effluent limits set forth in the JOC. Due to
some recent process changes and some equipment failures, the
facility was observed to be operating poorly.
It is recommended that the Permit be renewed.
,
Signature of Report it P epar Dat
gel c10
Water Qua ity gional Supervisor Daf�

UNITED STATES
`. DEPARTMENT OF THE INTERIOR
GEOLOGICAL SURVEY •
81 07'30" •,gyoocn E. +90 ALEXIS 2.5 Ml.* +91 ,
5`22'3U T - , _J92 5'
x 11 l 4 :i 7<J•
8Ja _� `\ ;•;'
� ._ om- !
D " :8`/ i � t t NSF--'� � � �j
rP` • �1 i\s'• \a�' I -'sue 3 --4\ . gc, \ ,- •
792 -' J
it,
}+� • 7913 Mauney '� N S F lFaI nt :. -. \Ai` ,\ `\ 2l!t j��'i r'N't.
)! '.' c I .EXi ''A ; e \�� �- 8� .. `/= -
�•'•.\ - •1
I\ / \; \� � i ,/I Pit . . \ A /`�8/9
« `1\ i. ! --`> --- .%J'? j •iotl� 'c)1,' a (t `�-% \ • 1 \�• ss.=. :
-
! \ ` \ _; 191. • •/v' / ' ,,• • ' i'\�/ � ' �\ c- : noJ,`-. ' ' i v + l .. • ,I ( -� ` ti+ � �, - \a912 �� J /,% r a
`'k / / / /.7J -�i.--``J _ ,r ��'` • f' r.ram 1\�. 7-...1
1 r .'�. • •1• ((��� :-1_=:.: S`Pnngfield�1•` ' ', ��0\•• /• ' `\ \_•
+;
/,-- , �- _ ��—• •� is
-� -� ',it - • ' • ..ii-.' 00 \ 1 1' - \ 'LL
�` j . j 1 \ .� /\ 1. � ,\
• ;- .N'„_ -___-;-.-..-----5-01;.__.. 7..... (c.,!,----N.i N....;li .!>'4.( ' A —cya- • , -- .- 's '. 'N s t \
•
Q l /11(•;,../-4;:ii I/ . 1,,(. _...„ . .
l %. \ j jr, l
0� I \` tJ �// {
.. '', -.. --7(( \I)s)\
`•1 -�, 1 ?) - 1 - y �' r/I ' 'r' \lam• �_ g7,