NC0063860_Permit Issuance_19960918

State of North Carolina -
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary p E H N F1
A. Preston Howard, Jr., P.E., Director
September 18, 1996
Mr. *�. Tot] y P u:-\-,e I
AC"bF1rkt&er - WWTP
P. O. Bait 12 Dr` iwer'4'4 M
Skat�+lls�erd, North Carolina 28643
Cat- y A 7sl9
Subject: Issuance of NPDES Permit NCO063860
Harbor Estates WWTP
Mecklenburg County
P.Xkr-r
Dear Mr. Ge} :
In accordance with your application dated February 26, 1996, 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 U. S. Environmental Protection Agency dated December 6, 1983.
In your letter dated June 25, 1996. you requested several changes to the NPDES draft
permit. Your first request was elimination of instream monitoring. The Division concurs with
this request and has eliminated the requirement.
Secondly, you requested additional language to the Supplement to the Cover Sheet to
include the intermediate expansion language between 0.024 MGD and 0.0416, and also indicate
the 0.075 MGD reference. The Division concurs and the language has been amended. You also
requested limits pages for 0.0416 MGD limits and that the limits be equal to the 0.024 MGD
limits. These intermediate limits are already included in the permit; however, this is an expansion
of the facility, and thus constitutes an expansion (i.e., "new" flow).
You requested that the language in Part III, Condition E be amended to define the type
and size of facility that would cause nutrient problems and to eliminate other parts of the condition
referencing other agencies. This condition is standard language for all facility types and sizes. If
conditions in the receiving waters begin showing nutrient impacts, all facilities and permits will be
reviewed for amendments. Therefore, this condition will remain in the permit as stated.
In Part III, Condition G, you requested that the language be modified to require an
alternative analysis prior to expansion above 0.0416 MGD rather than prior to expansion above
0.024 MGD. The Division concurs with this request and has amended the language.
Finally, you requested that the monitoring frequency for Total Residual Chlorine be
changed from 2/week to weekly. This monitoring frequency is a requirement in accordance with
NCAC 15A.02B.0508(d) for Class fI domestic discharges. Thus, the frequency will remain at
2/week.
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

Page 2
September 18. 1996
NCO063860
If any parts. measurement frequencies or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request within
thirty (30) days following receipt of this letter. This request must be in the form of a written
petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, 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, EA. addresses the
requirements to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirement 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, please contact
Susan Robson at telephone number 919/733-5083, ext. 551.
Sincerely,
Original Signed By
D vid A. OCoodrich
A. Preston oward, Jr., P.E.
cc: Central Files
Mr. Roosevelt Childress, EPA
Mooresville Regional Office. Water Quality Section
Facility Assessment Unit
Permits and Eneineering Unit

Permit No. NCO063860
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
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,
qm{l Ir53Mid South Water Systems, Inc.
is hereby authorized to discharge wastewater from a facility located at
Harbor Estates Subdivision
southside of NCSR 1113
Pine Harbor
Mecklenburg County
to receiving waters designated as the Catawba River (Lake Wylie) in the Catawba River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III and IV hereof.
This permit shall become effective November 1, 1996.
This permit and authorization to discharge shall expire at midnight ontAugust 31, 200) .
Signed this day September 18, 1996.
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission

Permit No. NC0063860
SUPPLEMENT TO PERMIT COVER SHEET
Mid -South Water Systems, Inc.
is hereby authorized to:
1. Continue to operate a wastewater treatment system consisting of two sequencing batch reactors
connected in parallel, each one followed by a tablet chlorinator, a flow measuring device with
totalizer, a stand-by power generator, and an effluent pump station located at Harbor Estates,
southside of NCSR 1113, Pine Harbor, Mecklenburg County (See Part III of this Permit), and
2. After receiving an Authorization to Construct from the Division of Water Quality, construct and
operate a 0.0416 MGD package type extened aeration wastewater treatment system with flow
equalization and sludge storage, and, after receiving a subsequent Authorization to Construct from
the Division of Water Quality, construct and operate a 0.075 MGD wastewater treatment system,
and
3. Discharge from said treatment works at the location specified on the attached map into Catawba
River (Lake Wylie) which is classified Class WS-V and B waters in the Catawba River Basin.

495 496 2'30" 1 990 000 FEET IS.
Islan
ho
.61
t '\ (�eQ`oAtzz
c
­--75oster Boyd
Bridge
78
I
/ =Sk
C \
ROAD CLASSIFICATION
PRIMARY HIGHWAY LIGHT -DUTY ROAD. HARD OR
HARD SURFACE IMPROVED SURFACE
SECONDARY HIGHWAY
HARD SURFACE =311111111K= UNIMPROVED ROAD
Latitude 35107'03" Longitude 81001'51"
Map # G14SE Sub -basin 030834
Stream Class WS-Y and B
Discharge Class
Receiving Stream Catawba River
Design Q 0.075 MG D Permit expires 8/31/01
498
SCALE 1:24 000
0 1 MILE
0 7000 FEET
1 0 1 KILOMETER
CONTOUR INTERVAL 10 FEET
QUAD LOCATION Mid -South Water Systems
NCO063860
% Mecklenburg County
Harbor Estates WWTP

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS FINAL
Permit No. NCO063860
During the period beginning on the effective date of the permit and lasting until expiration or upon expansion above 0.024 MGD, 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
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen "*
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Discharge Limitations
Monitoring Requirements
Measurement
Sample
'Sample
Monthly Avg, Weekly Avg.
Daily Max
Frequency
Tyne
Location
0.024 MGD
Continuous
Recording
I or E
30.0 mg/I
45.0 mg/I
Weekly
Composite
E
30.0 mg/I
45.0 mg/I
Weekly
Composite
E
Weekly
Composite
E
Weekly
Grab
E
200.0 /100 ml
400.0 /100 ml
Weekly
Grab
E
2/Week
Grab
E
Weekly
Grab
E
Quarterly
Composite
E
Quarterly
Composite
E
*Sample locations: E - Effluent, I - Influent
**The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly 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. NCO063860
During the period beginning upon expansion above 0.024 MGD and lasting until expansion above 0.0416 MGD or 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
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2+NO3+TKN)
Total Phosphorus
Discharge Urnitations
Monitoring Requirements
Measurement
Sample
*Sample
Monthly_ Avg. Weekly Avg.
Daily Max
Frequency
Type
Location
0.0416 MGD
Weekly
Instantaneous
I or E
15.0 mg/I
22.5 mg/I
Weekly
Grab
E
30.0 mg/I
45.0 mg/I
Weekly
Grab
E
4.0 mg/I
Weekly
Grab
E
Weekly
Grab
E
200.0 /100 ml
400.0 /100 ml
Weekly
Grab
E
28.0 µg/I
2/Week
Grab
E
Weekly
Grab
E
Quarterly
Composite
E
Quarterly
Composite
E
* Sample locations: E - Effluent, I - Influent
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mgA.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly 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. NCO063860
During the period beginning upon expansion above 0.0416 MGD 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
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
Discharge Limitations
Monthly Avq.
0.075 MGD
15.0 mg/I
30.0 mg/l
4.0 mg/I
200.0 /100 ml
2.0 mg/l
Weekly Avq. Daily Max
22.5 mg/I
45.0 mg/I
400.0 /100 ml
28.0 µg/l
Monitoring Requirements
Measurement
Sample
"Sample
FreauQncy
Type
Location
Continuous
Recording
I or E
Weekly
Composite
E
Weekly
Composite
E
Weekly
Composite
E
Weekly
Grab
E
Weekly
Grab
E
2/Week
Grab
E
Weekly
Grab
E
Quarterly
Composite
E
Quarterly
Composite
E
*Sample locations: E - Effluent, I - Influent
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored weekly at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

t Part III Permit No. NCO063860
E. This permit may be modified, or revoked and reissued to include an effluent limitation on
nutrients for this discharge depending upon the following:
1. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.
F. Phased Construction Condition
If this facility is built in phases, plans and specifications for the next phase shall be submitted when
the flow to the existing units reaches 80% of the design capacity of the facilities on line. At no time
may the flow tributary to the facility exceed the design capacity of the existing units.
G. The permittee is required to submit an engineering analysis showing no other alternative than to
discharge wastewater, prior to expansion above 0.0416 MGD in accordance with the Lake Wylie
Management Plan.

Staff Review and Evaluation
NPDES Wastewater Permit
FACILITY INFORMATION
Facility Mid -South Water Systems - Harbor Estates
NPDES No. NC0063860
Design Flow (MGD) 0.024
Facility Class II
STREAM CHARACTERISTICS
Stream Name Catawba River (Lake Wylie)
Stream Class WS-V and B
Sub -basin 030834
Drainage Area (mil) LAKE
S7Q10 (cfs) -
W7Q10 (cfs) -
30Q2 (cfs) -
IWC M -
Proposed Changes
Parameters Affected
Basis for change(s)
Monitoring Frequencies
BOD, TSS, NH3, Fecal, TRC,
Temp.
2B.0508 rules
Stream classification
from WS IV to WS V
2B.0308 rules
Addition of limits @ 0.075 MGD
BODS from 30 to 15 mg/I and
NH3N from no] to m /I
BPJ limits for new/expanding
flows into W5 reservoirs
Total Phosphorus @.075 MGD
TP limit of 2 mg/I at expansion
Nutrirnl mt;t. stratcb) fur Llk.
Wylie
Compliance Schedule: in SOC 9601 request for construction of a new W WTP'
Special Condition(s): E•tJ(""rrl!�tit'` t
Permits & Engineering Comments:
. A'�f'- Rr'�tYStS �'^✓ D"9 CY fl'E,nS�xr9� Gcr�tE.,
This is a permit renewal for a subdivision wastewater treatment system. The permittee is planning to
replace:n— .t„ ., will, all entirely n—, nm4 M.:_il. ..,xle,' „atirni vVWT^
schedule for completion of the construction is being negotiated in the SOC listed above. The permittee
has not expanded the facility since the last permit renewal. Therefore, the Lake Wylie management
strategy and BPJ limits for new/expanding flows into WS reservoirs will apply at the expanded Flows.
P&E recommends renewal with the above changes.
Prepared by:'AADRA, go_6�—,
Regional Office Evaluation and Recommendations:
1�_Ve7lo

Streamline Package
Technician Checklist
Old Permit File Review
Instream Data Review
Clean Map
FM
q
Stream Classification Check ®�
(include stream index no. and date)
Old WLA file
71
�Pb 7ss -Y;
Ws Vr-3
1/319- -

To: Permits and Engineering Unit
Water Quality Section
Attention: Susan Robson
V
SOC PRIORITY PROJECT: Yes
Date: May 17, 1996
AUTHORIZATION TO CONSTRUCT
County: Mecklenburg
NPDES Permit No.: NC0063860
MRO No.: 96-114
PART I - GENERAL INFORMATION
1. Facility and Address: Harbor Estates Subdivision
% Mid South Water Systems
Post Office Box 127
Sherrills Ford, N.C. 28673
2. Date of Investigation: March 22, 1996
3. Report Prepared By: Michael L. Parker, Environ. Engr. II
4. Person Contacted and Telephone Number: Kim Colson, (704)
478-2785.
5. Directions to Site: From the jct. of SR 1116 (Shopton Rd.)
and SR 1113 (Pine Harbor Rd.) in southwestern Mecklenburg
County, travel west on SR 1113 x 0.7 miles and turn left on
Crown Harbor Drive (no SR number). Travel 0.15 mile on Crown
Harbor Drive and turn right on Kings Carriage Lane. The WWTP
is located on the right side of King Carriage Lane after
traveling 0.1 mile.
6. Discharge Point(s), List for all discharge Points: -
Latitude: 35" 07' 00 "
Longitude: 81' 01' 55"
Attach a USGS Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: G 14-SE
7. Site size and expansion area consistent with application:
Yes. Limited area exist for a proposed WWTP upgrade.
8. Topography (relationship to flood plain included): The site
is located above the high water elevation of the receiving
stream (Lake Wylie).

Page Two
9. Location of Nearest Dwelling: Presently, the nearest
dwelling is 300t feet from the WWTP site. Future homes are
planned in the immediate area, which are expected to
encroach upon the present buffer. These homes, however, are
not expected to encroach within the 150 buffer as set forth
in the 2H rules.
10. Receiving Stream or Affected Surface Waters: Catawba River
(Lake Wylie)
a. Classification: WS-IV, B
b. River Basin and Subbasin No.: Catawba 030834
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of Wastewater: 0.0416 MGD (Design Capacity -
proposed)
b. What is the current permitted capacity: 0.075 MGD
C. Actual treatment capacity of current facility (current
design capacity): 0.024 MGD
d. Date(s) and construction activities allowed by previous
ATCs issued in the previous two years: N/A
e. Description of existing or substantially constructed
WWT facilities: The existing WWT facilities consist of
two (2) Chromaglass sequencing batch reactor WWTPs
connected in parallel and each having a design capacity
of 12,000 gpd. The two WWTPs are followed by a tablet
chlorinator, a flow measuring device with totalizer, a
stand-by power generator, and an effluent pump station.
f. Description of proposed WWT facilities: The permittee
proposes to remove the existing chromaglass treatment
units and replace them with a 0.0416 MGD package type
extended aeration WWTP with flow equalization and
sludge storage. These activities are to be completed
under an SOC, which is currently being processed by the
Division.
2. Residual handling and utilization/disposal scheme:
Residuals are removed as necessary and taken for disposal at
the McAlpine Creek WWTP.
3. Treatment Plant Classification: Class II (no change from
previous rating).
4. SIC Code(s): 4952 Wastewater Code(s): 05
5. MTU Code(s): 06

Page Three
PART III — OTHER PERTINENT INFORMATION
1. Important SOC or Compliance Schedule dates:
Submission of plans and specifications on or before May 1,
1996 (met). a
Begin Construction on or before June 30, 1996 .
Complete construction on or before September 30, 1996.
Attain compliance with final effluent limitations on or
before November 30, 1996.
* These are the proposed compliance schedule dates as
submitted by Mid South in the SOC application. Negotiation
with Mid South is continuing with regards to the compliance
schedule and the proposed interim limits.
PART IV — EVALUATION AND RECOMMENDATIONS
The permittee, Mid South Water Systems (MSWS), requests
approval to construct an extended aeration WWT facility to
replace a conventional batch -type Chromaglass WWTP at the subject
development. The new WWT facility is expected to provide
improvements in treatment efficiency and operator flexibility.
The removal of the existing treatment units and installation of
the proposed WWT facilities are expected to follow the time
schedule listed in Part III, No 3 above.
The proposed WWTP site is located in a small valley, which
empties into the lake and is surrounded by trees. Such being the
case, any operational noise produced by this facility will tend
to be amplified and remain in the area of the WWTP, possibly
resulting in off -site noise complaints. For this reason, it is
recommended that the ATC contain a condition that no future
dwellings are to be constructed within 200 feet of the WWTP site.
The permittee may encroach within the 150 minimum buffer distance
provided sufficient buffering (approved by the Division) is
installed.
Pending a technical review and approval of the plans and
specifications, it is recommended that ATC be approved as
requested.
w
Signature of Report Preparer
Date
Water Quality Regional S visor Date
h:\atc\atc96\harbour.sr

AA4,vdcl M`>
To: Permits and E gineerin� =?n+t
Water Quality Section
Attention: S.- - an -Rc-h% c.r,
L Or: PV TOR ..L a v zan - - - -
Da+ e : March 26, .11. as c
K PDES SmAFF Rrpo T AFD RECC FtirrAm.n S
County- Mecklenburg
FPDrc ' e=M4&t =c.: RCV.n Fr, (Renewal !
MRC N^- . ; 96-61
PARi I- GENE11j I f s r.a F T T nt
Faci 1 ity and Padd--ess : Harbor Est at es c,,1,4_-a.i s_,,,•►
Mid South 1.Iat a r 01 f emS.
Post Office L`x 12.#7
Sherri l l s A. RT . G . .
. =.`1•,.1 jr•' rt ii� Fj=3J
s I��er, r*vi � a E gr. ai--d By: Michael L.
4. Person Contacted and Telephone h,uml~er: Him Golsen,
470_i70�
r Dire^_tions to Site: Fom{ the f jot. of SF , li
� r. i . 1 •: Z • L .. a �
nr2 SR III'. (Pine R-3 . � i o� of %s �P P M c. a ar
�} j n _• �. ,. aaih cat r r� . e J� 1 A}: La a. g
rr:snt��, travel west on PR .i? 1 i '.t ii . 7,; ! GC 7i :,a s ? {i i
Groan Harbor Drive tno SR numher, . Travel 15 mile on =' •o_=•., n
Haf bC.. Dry ve ^,ahri t o,. -�• I. g �.r. IF IL �•fC �~>>-•. r;e T aAne � T1.1 Tr1r7TF
_+ � .c. J. �aa a.as. al •rl. 3_r a.•s_ sue— � �aa. a. — �;s-_ ��aaa 1. _
^n the sright cJi. .•aP of F,J-* . n- ra- _iarc Lane 1 ta + Fac,
i
•
L i. :a v .L a: ,j • i :ii4 .
C •
7.
S.
Di scha► ge-Poi / C, ) Tic!- for a 1 1 di-schtaa-gL_-• o `-It - . -
.� �• a �.+ , s a � � � r Lis � s. ..s � i �. � a + r s a•a a.
} o f
Lati�tade: 34 n7 pn "
1 of
Longitude: 81 ° 01 4�
Attach: a USGS Map txt ract and indicate treat-rient plant r i t e
.a
a:?•_a di c cha+ r±P p o 4L.t OW;: Tad' .
UcGIE
Site size and expansion area consistent c.=.*h,�:pl
Yes. Limited area exist for a TgWI'F upgrade (see
Part II, No. ).
Toro raphy (relationchil: tw flood plain included): The r o
is•located above the high water elevation of the•receivLng
�Y1
i 4rpa�.a=ii (Lake TAfT
y1 4 .•

Page Two
4. .T..ocat__7; Of Nearest Dwelling. t_"yec:nt7y the neareet
dwelling is 300± feet from the MIT4712 _ tte. Future } -e
Planned in the immediate area which___ e�rpected t_
encroach upon the present buffer. These homes, howeverare
^^t e-recteA to ch with4 : `la ISO' 7. tFpr GPa [ .i
�.. the 2E Yu_ es
10. Receiving Stream affect Surf=ce W?.tcrc r8tiV7 4i', _
(Lake Wylie)
c. �1 assi =Cal on. WS-111_ n
}? Rive- Pasin and c_:1•}�=S___ ?._:-. _:..?. .7 - ;noncoa,
'r cc C_ihe ­ecp_ _ 3t rEa:^.': fe6tL:Y4"
dol.•-strea:r. Ll_e= T:._ YecEi.�:g .St YEE..t},e •":?_ _`-...
of the Catawba River, whin}_. receive` frnt
Y _ee _
C Cr,t act �}___u L, 'al-i n.Nc Ycnr?ati eno 'tie£
are rl:^ y_n.,c,n , e- -nt?!. c.c =t1an _ .,._1 cc I n f t.h 8
_..�st
..�ct_E_..- �. r__, ___._t='_'3?..~_•f•�_LGE fa:1 �._tj'�
PART i'_ - PEerr_aTjnN nF ._cruannr ANn TREATMEFT T4CRV.
T•lazt e'.-_.t __ n _ • t✓._^n. /ne^ig Ca o__a'y
I isk.. jdAC (i c the ^:LY:"pr.F i.p r._nit l•c.•7 n_ ,at_4-
of cuuzent f?. il_ty
lr:•,^ c-nst'..^_tinn a•: ti'. sties allowed by I.e•.. 1115
mac," oR irl the pY ev:. twc ye z rs,
e. Des c_. .t ^. of e`_isti_n.g or 5AI-IStantially cons tru:tea
WWT face a it i i'E' The _-ist i-g TATT Boil lti eC
two i2\ hz.. mag1 as'' E - q tl n:1 1,a+C1, rea nt n• •WT.TTC_
con- eC't ea In parallel and ea.nh }i?vi n:7 a d.esi.^,r
C� 17 rI C" gr.d. ~The tw^_ WWTPs are fC11 owed by a t?l:'l et
n}_7n inator, a flew .m,eas i:in. device with t Vt a! izer a
Et _:i._1.v ene_at_:i ane, an cfflvent _ S + _ t _"_.
f. Description of proposed WWT facilities: The permittee
pY pnEes to remove the existing Cl"romaglggc t_ _,+•,:r_-
un is an r.-nl=ce `hem with _ 11.^24 MGD pack— e t•,-
extended aeration WWTP with flow equalization and
sludge storage. These activities: are t^ b. COT:i_r•i
under an. 50C, whi.h is cur.ently be_ng p:c_-es_�d by the
Division.
g. Possible toxic impacts to surface waters: Chlorin.F _s
adder to the waste Elteas,.
h. Pretreatment Program renTT4g on! y! rot Needed.
r>sid :a1 hen"_i: _ axd utilization/disposal scheme:
Residuals aYe removed as necessary and taken f01 di_pCE '
th_ Mc..1ri^e Creek WWTP.

Page Three
3. 1 TL.-eatment Plant Classificat4&0n : rl S. IT (no orange from
j a-ev" ous -a.4 n3 J .
4. OTC Codes) : 9999 TIastewater Codes) : 05
5. MTV "ogle, ( z n 5
PART I I I - OTHER PERTINENT I NFORM A'6 I'_�r'
l T r } 1-, ; r. L f r t r i l �•1 c} �- >> r' r� i
.� ....i♦. fa 11ty heirag consi.ru tes. ++.ai Cons .L �.ctlor: _.r aal.
Funds fir are any Fuhl i c monies Involved (mil ni c_ j:a' s c..' )''
No
7 Qpeci al m^ni ��r�•••�•• nr 1 im; fats ro (,inc � if t i ci tyN '
a. a �• •_ s v s t a. .i a i 3 • i 1 i r... i. �= a �• s a r i i r� .� . a� �} �- l
requests: None at this time.
Impor t ant SOr of romp i i ance Sched ;l e dat e_ :
.ubrariS_. ifi: of -lane Z"A _rAr.* &' C'=.twr_2c 0r. nr before February
i a.
r'•�-...•:-..,�'.` _.a.• isTa P j , i9
a.1 . e- before August
995
�__, �or�*_1�.tor 0" ort
a
rr� =; .- 1 i �r:^• r..: }y, fi p 2l effluent lien; }2}; Our or, r•;�•
is t _.+n Cr-,r 1 s -: _. •. .... •. is i • a a ats.l. ♦ + aa._• a
klefore Septemiber 3^, 19Qc .
* These are { ?:e I:;: ri.r._ ef' : t;;,"al ia:^^e schedu:l e aat es as
7 t1 i a�•
SUJI- i }e/? ht) � SotZt�' li }�e C^.'� r.h� 1 f =4 (fir r�far �; rr.
v 1_a..i ..L '+% f a& 1.. i i i %..L - L•i•i J• •+LL— a3 t i. 3'1 1 L1 `..'.a
.
��.}�'. Mii
'e and to the corzri 11 anTe
is _. i. .S L • '
schedule and the prorcsed ' e ' �
+ _
i nt r• i m
4 alternative rtna - - ry lt,at; r^
.a is t L i aitars�i.. a. L�i . + is
a S.pr.2y Irrigation: I n s u f f i ¢r•,} „ e
b. Connect to regional sewer system: Presently, tl;oLe ;s
no municipal sei.er ay.ai l a'•: l e to L erve this area .
P y
Sttbsttrf ar a Ins of f C Cn. area .
PAP T IV - EVALUATION AND RECOMMENDAT T ON c
The permittee, Mid South Water Systems (MST -IS), reruestw
ren ,a1 f } s��kjie Permit . There have been no changes and',/or
L ..a P�+, �.1 of r.he ✓+..
modifications to this facility since the Permit w-as last renewed.
MSIP►'S is rroposing, however, to remove the existing, WWT fa,­'"i t i -
and replace them with an extended aeration T-TWTP to provide
improvements in treatment efficiency and operator flexibility.
The removal of the existing treatment units and installation of -
the pr^L csed WWT faci l i t i ec are expect a.? *t o follow the time
schedule listed in Par` II+, F 3 ab^ve.

_a a
S1nCF t}:Lp ssrl, T.AT%?�" 'F_,•^? tsr.'S i1n not uC;e an
nn>•a r.G
in flow (plant. expansion}, BFZJ 1imita.t4.nna cannot be 'inc lu:I.r--_' s
the Permit at this time baser o:; current on pro
c* cdure_: .
Shou±d tilt f•�iciiiiy ev �'Z j.�r.." i'.;,�f�,t�e'i + �:�+ c;1i'''Qnt L: nn� ��•.
permit F' - --- = - -
W+ • �• Za 1 1 `..• _ L ^ i i �. Y C 1 7y .•-t Ca r..'i G a Z:...� a. i• i .►a::i •.i •: fl� 1 ec�:::i:!•_ aa._a. f_; ,
F p 7.a ; e-• } r E r. �. = i. f p .-: 7 7 r �^, a �, r T„� E i .? t. l�
•_ti ai•. t i '- Lai'_t i`i`•a vy�y .�'L t, �i� tT iili� i t i— — .? •~{y6m -+i'.a L
� 6 4-a: �' Z ' � _ T'' - + i. lam' 46 A F' V- L C; I P air: y' L P .
i
e
,n
712
• 4• .. � .S'.. r .- L J iL G i •'iJ. '_. i — ..a i vr' V• L