NC0075035_Complete File - Historical_20171231

LbsL4ay Other Uni
Flow 0.600
BOD, 5Day, 20 Degrees C 15.0 mg/l
Total Suspended Residue 30.0 mg/I
N113 as N 4.0 mg/l
Dissolved Oxygen (minimum) 5.0 mg/l
Fecal Coliform (geometric mean) 200.0/100
Total Residual Chlorine
Temperature
Total Nitrogen (NO2 + NO3 + TKN)
Total Phosphorus
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§ample
*Sample
Weekly Ayg.
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Location
Continnous
Recording
I or E
22.5 mg/l
2/month
Composite
E
45.0 mg/l
2/month
Composite
E
6.0 mg/l
2/month
Composite
E
5.0 mg/1
Weekly
Grab
E
400-0/100 ml.
2/month
Grab
E
Daily
Grab
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Weekly
Grab
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Quarterly
Composite
E
Quarterly
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nor greater than 9.0 standard units and shall be

Part III
Permit No. NCO075035
ner
advanced levels of eutr,

A
avenu
folio
Division of Eta
artin Governor
din
,nt &
trcalina 2711
", C
hcades, Secretary October 19, 1988
B. 1lienst MOT 12
ad and; Timber Corp.
17 � , � � :!NJ!
tr�a.. .§ ... xJ e T 4e
NC 28230
Subject; NFDES Permit Application
NPDES Permit No. NCO07 0 5
Luray Covey Wastewator Trent
Mecklenburg Countiy
enst°
rence is made to your NPDES permit application received on Aug
as been determined that more inforranf"icon in na n�a r-
rth Carolit
eve;ls in Tea
1987 with
that nutr'i.e
stems is of concern.
�ase crf t2a4s cancer" we arerequestingdocumentation showing that all c
s of waste disposal have been exhausted. This documentation nt:at ion sho" d incieade
ing t
1. A letter from the Health Department indicating thatun soil Q un iti
or any type of subsurface system.
. Analysis for the use of law pressure pipes systems.
3• Analysis for spray irrigation at the site.
4� Details of your review of the water and sewer- facilities in the gen;dr,
vicinity and actual analysis dome concerning thn se systems and the
Charlotte Mecklenburg system.
a Analysis of alternative discharge points,
Pollution Frevention Pays
P.0, Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]

V
Page 2
October 19, 1988
Mr. Robert B. Dionst
Please return this informntion within 30 days of your rocoipt of this letter.
Tf the requested information is Dot received-wichin tho 30 day limit, the applicntion
will be returned as Incomplete.
If you We further questions, contact Mr. David B. Postor at 919/733-5083,
Sincerely,
� I & LC-4� -
M. Dale Overcash, JI.E-
Supervisor, NPUS Pnrmits Group
cc: Mr. Rex Gleason

Date: October 21,1988
NPDES STAFF REPORT AND RECOMMENDATIONS
County: Mecklenburg
NPDES Permit No. NC 0075043
�5
PART I - GENERAL INFORMATION
1. Facility and Address: Luray Cove WWTP
c/o crescent Land and Timber Corp.
Post office Box 30817
Charlotte, North Carolina 28230
2. Date of Investigation: October 13, 1988
3. Report Prepared By: Allen Hardy, Environmental Engineer I
4. Person Contacted: Dale Stewart, Engineer; telephone number
[phone]
11 11 11 -- N
CLNt \ 6.A . J.N . J. -A. ". . ) - -- , . --- - -..- X- --- - - - - - - - - - - -
Soldier Road (S. i. 1333). Turn left on Soldier Road and
go about 0.6 mile and turn right at the intersection of
Luray Avenue and Soldier Road. Travel approximately 500
feet. The plant will be on the left between Annalong Road
and Beeding Street.
6. Discharge Point - Latitude: 35 0 061 4311
Longitude: 810 011 4511
Attach a USG S Map Extract and indicate treatment plant site
and discharge point on map.
USGS Quad No.: G 14 SE
7. Size (land available for expansion and upgrading): Due to
the steep topography, expansion will be limited unless
additional grading is done. The proposed plant site lies
between two steep banks which will be filled to form a flat
surface.
8. Topography (relationship to flood plain included): The
topography is extremely steep at the proposed plant site
location. The plant is not in the flood plain.
9. Location of Nearest Dwelling: The nearest dwelling is
approximately 200 feet from the plant site.
10. Receiving Stream or Affected Surface Waters: Catawba River
(Lake Wyliel

wo
�r "r
I
II - DE
Type of
�CRIPTION OF D.
wastewater•
.ume of wastew
�atawba 03-087-34
re s and pertinent
re are no known wati
two (2) miles of thi
al
D
at
e
issuance of an Authorization to Construct.
6. Treatment Plant Classification.- Unknown at this time.
7. SIC Code: 4952
Wastewater Code: 05
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? No
2. Special monitoring requests: Tech Services has recommended
monthly monitoring of TP (Total Phosphorus) and TN (Total
Nitrogen).
3. Additional effluent limits requests: No

Page Three
4. Other: N/A
PART IV - EVALUATION AND RECOMMENDA
aher Corporation
ometic_watwa-ter
HEC) comment on
nce.
I � +
p) to optics
E;CCJiilEii liCl Cl t-11CL I- CL11 vcC IJI;Aaa
IA/
S nature of Report Pro r
f
Water Quality Re "onal Supervisor

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y

F ~
µre
Est'
PERMSRECEIVED
ENGMEITINO
RECEIVED
* XVMCNIA. MANAGEM96
PRELIMINARY ENGINEERING REPORT
1988
SVILL
k W�STEWA'TER TREATMENT FACILITIES
LURAY COVE PLANT LAKE WYL I E. — FOUR HORSE PROPERTY
DEVELOPED BY CRESENT LAND & TIMBER CORPORATION
-------------—----------------------------------
MECKLENBURG COUNTY
AUGUST 1988
*
Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203
% kA s h ire
a�
a
*
6 88 `
itrt�ttiMtei

TABLE OF CONTENTS
1.GENERAL
A. Project Overview
B. Regulations
11. PROPOSED DEVELOPMENT
A. Project Location
B. Development 'Description
C. Physical Features
111. WASTEWATER PARAMETERS
A. Description of Waste-
B. Projected Wastewater Flow
C. Treatability of Waste
IV.` WASTEWATER DISPOSAL ALTERNATIVES
A. Public Utilities
B. Individual Ors -Sites Facilities
C. Private Utilities
D. Proposed Facilities
V. PROPOSED DISCHARGE
A. Receiving Waters
B. Impact of Proposed Discharge
VI. WASTEWATER TREATMENT FACILITIES
A. Proposed Treatment Process
B. Description of Proposed Treatment Facilities
VII. OWNERSHIP, OPERATION AND MAINTENANCE
A. Ownership of Utilities
B. Operation and Maintenance
C. Enforcement of Water Quality ;Standards
1 NPDES Permit Renewal
VIII. SUMMARY

Table of Contents
( Con' t;. )
APPENDICES
A.
Process Basis of Design
B.
NPDES Permit Listing
Mecklenburg & Cabarrus Counties
C.
Utility Company -Listing
FIGURES
1.
Vicinity Map
2.
Composite Tax Map
6.
Topographic Map
.
General Soils Map
5.
Treatment Process Flaw Schematic
6.
Preliminary Treatment Plant Site

A. PROJECT OVE
Cresent L.
nrnnnomp tn r
1. GENERAL,
RVIEW
and & Timber Corporation, Charlotte, North Carolina
nvolon P ninnnPH roqiHonfini qinnlo and multi-fAmilv
community in southwestern Mecklenburg County. The development is
projected to occur over a 5 year period with construction of new homes
beginning in late 1989. The project site is 266 acres.
The following preliminary report has been prepared to convoy
the proposed basis for water and sewer service to the
development.
B. REGULATIONS
In addition to compliance with laws, rules and regulations as
required by the State of North Carolina and Mecklenburg County,
all utility work must comply with the following specific
regulations as applicable to the nature of the work proposed:
1. North Carolina Administrative Code Title 15 Department of
Natural Resources and Community Development Chapter 2 Env ironmen
to Management Sub -Chapter 2C Well Construction Standards,
(Latest Revision)
2. Rules governing public water supplies Section .0600 through
Services Sanitary Engineering Sub -Chapter 10D, Water Supplies.
(Latest Revision)
3. North Carolina Administrative Code Title 15 Department of
Natural Resources and community Development Chapter 2
Environmental Management Sub -Chapter 2H Procedure for Permits.
Approvals Section .0100 Wastewater Discharge to the Surface
Waters. (Latest Revision)

1 I , PROPOSED DEVELOPMENT
A. PROJECT LOCATION
The site of proposed development is located along Four Norse Road
and Sly 1333 in southwestern Mecklenburg County. A vicinity map is
attached as Figure"~ 1. ` The: site is bounded on the-, west and south by
Lake Wylie, and extends away from the Lake in a northeast direction
along SR 1333.
B. DEVELOPMENT DESCRIPTION
The proposed development will consist predominately of single
family residential housing, but may also include sections of multi-
family housing, based on zoning. A composite! tax map of they project
area is attached as Figure 2.
No commercial :or industrial development is planned. Access points
to the Lake are available on they site and common recreational areas
will be considered within the site as project planning progresses.=
C. PHYSICAL FEATURES
The Project site is representative of piedmont North
Carolina with gently ro=l l in hills falling to the lakes shoreline,
the most significant physical feature. The site is predominately
wooded with several smaller drainage ways leading to Lake ;Wylie.
The land is marked with moderate slopes with the exception
of a few areas immediately y adjacent to drainage features where
slopes ' become more, severs in some: arenas (greater than 1 %3 . A
reproduction of ra pcartion of the U.S. Geological Survey
Quadrangle Map covering the site, is attached as Figure! 3.
A reproduction of they Soil` Conservation Service' soils map
for they site, is attached as Figure 4< Soils on the Site vary
with predominately Cecil and Paco 1 e? t types.
p

I l 1 . WASTEWATER PARAMETERS
A. DESCRIPTION OF WASTE
The proposed development as described in Section 11 will be
comprised of singles family homes and multi -family homes, and a small,
amount of commercial property along NC O and: only domestic wastewaters
will be generated. No industrial use wi l 1 be allowed. it is antici-
pa;ted that the wastewaters generated from general household and sani-
tary use will exxhi"bit, characteristics typical of domestic sewage as
follows:
PARAMETER CONCENTRATION
Five Day Bio-Chemical Oxygen Demand 200 mg/1
Total Suspended Solids 250 mg/1
Ammonia Nitrogen25 mg/1
Chemical Oxygen Demand SOO mg/1
Grease 100 mg/1
Temperature (Approx.) SO degrees F (Winter)
65 degrees F (Summer)
PH b.3 - 9
B. PROJECTED WASTEWATER FLOW
The development may comprise as many as 1660 single and multi-
family livingunits. Based on demand, both three and four bedroom
units wi l 1 be built with a predominance of three bedrooms. A flow
allowance of 360 gallons per clay per residence is proposed as the
basis for projection of community total, based on an average of 120
gallons per day per bedroom. On this basis they projected ultimata
daily ;flow for the entire development is 600,000 gpd.
C . TREATAB 1 L I TY OF WASTE
As the characteristic of the waste are expected to be typical
af`.. domestic sowagol the waste will be treatable using
conventional waste, treatment technology, i. o.' biological and
nhvginal romoval of waste contaminants.

IV WASTEWATER DISPOSAL ALTERNATIVES
A. PUBLIC UTILITIES
The proposed development is -located entirely outside the
corporate limits of all localcommunities. Based on a review of
physical water and -sewer facilities installed in the general
vicinity, it is not economically feasible to connect to the
Charlotte -Mecklenburg system, nor are plans currently underway
for any extensions to the project area.
B. INDIVIDUAL ON -SITE FACILITIES
The alternative exists for on -site water and sewer facilities
assuming the development plans were to allow for approximately
/4 acre logs for individual wells and septic' tank/drainfields.
The development would be reduced significantly on this basis.
A review of the soils maps indicate that an extensive
proportion of the property may encounter difficulty] supporting
grainfield disposal due to shallow soils, poor soils, excessive
slopes and ground water levels near the lake. An extensive
detailed soils investigation has not been performed. Based can
experience and comparison with similar land tracts,; it is likely
that Health Department approval for subsurface disposal would be
with -held -for a significant proportion of the site.
C. PRIVATE UTILITIES
A third alternative for utilities service is a central water
supply and sewage collection and treatment system awned and
operated by a licensed private utility company.
This approach would provide for water supply from several
deep wells and central storage and distribution. Wastewaters
would be collected and transported via a central system to a
waste treatment plant serving the entire project.
D. PROPOSED FACILITIES
It is proposed that of the! throe alternatives, a private
utility be chosen and become the basis for development •of the
property to allow for the land's highest and best use.

D. Proposed Facilities'
(Con" t. )
This would also support a viable - stable neighborhood,
maximize flexibility and assure protected ground and surface
water supplies and provide a responsible vehicle for service
to the eventual homeowners.
Although public facilities may eventually be extended to
the property, the timing of such extensions is unknown and
the immediate cost is prohibitively expensive to the
developing company and consequently to the ultimatehome
buyer. It is recommended however, that all facilities be
designed and built so as to minimize the difficulty in the
integration of these facilities into apublic system when
such extension becomes feasible.,
The use of intensive single family septic tanks for the
property is not recommended even at lower densities. The
potential for pollution of ground water and surface water
would be significantly increased with the extensive use of
sub surface disposal over the tract
Private facilities, including a private waste treatment
plant are recommended on the basis that they will allow more
control over potential pollution in that treatment
efficiencies can be monitored and corrective action taken
whenever necessary; whereas septic tank failures may; not be
Immediately detected. Repair of drainfield failures'
frequently simply move problems to the "reserve . area"
included with the original design, 'and if so, then leaves the
homeowner with no other method of treatment when the
available lot area for disposal is depleted.
i

V. PROPOSED DISCHARGE
Based on a development plan utilizing a private utility and
treatmentplant a National Pollutant Discharge Elimination System
(NPDE ) Permit for discharge of treated effluent to Lake Wylie
has been prepared. During the permit application period, the NC
Division of Environmental Managemret will ;prepare a "Waste Load
Allocation".
The purpose; of the waste load allocation is to generate,
based on the characteristics and intended use of the receiving
stream, a set of effluent standards to be included in the NPDE
permit. A part of the allocation procedure is the generation of
stream flow data by ,the .1S Geological Survey for the specific
discharge' point on Lake Wylie.
The resultant required treatment limits established by the
waste load allocation process .are dependent on the stream flow
thus determined by U. . . ., the physical characteristics of the
stream, and the stream's classification of use by NCDM. Lake
Wylie is classified for potable and recreational uses and design
of all facilities will be based upon the preservation of the
water quality of the Lake.
B. IMPACT OF PROPOSED DISCHARGE
The intent of the NPDES permitting process is to protect the
receiving stream while simultaneously allowing discharge of
treated wastewaters for various land use including residential
development. The waste load allocation described above
establishes a degree of treatment required by the, proposed" plant
to minimize impact to the stream ,and allow for it's continued
present use. The allocation basis for stream flow is dependent
on statistical low flow figures to maintain stream quality during
low flow periods. Thus, in general, the lower the stream flow
observed during drought periods, the higher the degree of
treatment' required. In instances of extreme low stream flows;
application for permit is denied.
The extent of the body of water comprising Lake Wylie and
size of the drainage basin above the point of proposed discharge
is sufficiently large that it is anticipated that secondary
treatment standards will be proposed.

Impact of Proposed Discharge
CCon't.
The following sections describe in more detail the
facilities proposed. It should be noted that although the NPDES
permit now applied for allows for.the discharge of treated
effluent, an "Authorization to Construct" must be obtained 'prior
to construction and detailed, plans and specifications must be
approved by NCDEM`to obtain the Authorization.

I WASTEWATER TREATMENT FACILITIES
A. PROPOSED TREATMENT PROCESS
Duo to the necessity of 'protecting the Lake Water Quality
for drinking ;water and recreational uses,- the proposed treatment
plant will include several treatment processes. A Treatment
Process Flow Schematic is presented as Figure s. The primary
treatment process will be biological assimilation of the domestic
wastewaters under aerobic (in presence of oxygen) conditions to
elima:te sewage odors.
It is anticipated that the development will occur in phases
s market `demand dictates. It is necessary for proper operation
that ,the treatment facilities also be phased. This construction
phasing allows for a batter matching of plant capacity with
sewage flows and increased long term flexibility of operation.
B. DESCRIPTION OF PROPOSED TREATMENT FACILITIES
B-i General
The proposedtreatment plant will include multi -stage
treatment of domestic wastewaters generated from the subdivision.
Construction of the plant will occur in pahses provideing an
eventual multiple path treatment train for increased operational
flexibility. Plant component processes are shown on the Process
Flow Schematic (Figure 5) and a Preliminary Basis of Design its
included as Appendix A.
B-2 General
Based on preliminary site evaluation of topography an
inf luont pumping station will be required to "lift" wastewaters
from the elevation of the influent gravity se -wear line into the
plant. All plant mechanical components will be located at an
elevation above the 00 year flood level. The station will be
equipped with dual pumps for back-up capability in the event of 'a
pump failure. Controls will provide audible and visual alarms
for pump failure to alert operators.

B. Description of Proposed Treatment Facilities
(Con' t )
B-3 Flow Diversion Station.
Following the influent pump station, a flow diversion
system will be installed to allow splitting of flows as
additionalplant phases are constructed and to provide the
plant operating staff flexibility in control of flows during
repairs or maintenance.
-4 Flow Equalization
It is anticipated that flows will be received at the
plant with typical diurnal variations which tend to create
peaks or surges during high use periods i.e. early mornings
and around the dinner hour. To eliminate the impact of these
surges on the plant and maintain average flaw conditions, a
flow equalization basin will be installed. Dual pumps will
feed the main plant from the equalization basin at a constant'
rate equal to average flow. The level in the equalization
basin wi1.1 thus vary, increasing during peak flow periods and
fallin ­ during lower flow periods. Pump controls will be
equipped with high level alarm to signal any pump failure.
B-5 Aeration and .Settling
The primary component of treatment for the plant will be
the main aeration basins followed by the nettling Tanks.
Although these processes, aeration and settling, occur in
separate basins or tanks, they operate together to accomplish
the principle treatment step in the plant.
In the aeration basin,, wastewaters are retained for a
minimum of twenty four hours, mixed, and combined with large
volumes of air from the aeration blowers to allow naturally
occurring bacteria to assimilate the waste. The operator
will be provided facilities to vary the amount of air and
mixing ,;and the volume of activated sludge recycle. Sludge
recycle refers to the process whereby solids containing
"activated" or acclimated bacteria are returned to the
aeration basin from the settling tanks. In the settling
tanks, a quiescent area:, solids it,_tle treated wastewaters
are allowed to settle out and clarified liquid passes to the
next treatment step. Settled solids are either pumped to the
aeration basin to enhance and control ,the treatment or are
wasted to a sludge digestion tank, where it is aerated and
etored-until taken aft -site for ultimate disposal:

B. Description of proposed Treatment Facilities
(Con' t. )
B-6 Chlorination Disinfection
Following aeration and settling, the clarified effluent
will flaw into a disinfection tank where chlorine will be
added to kill any deliterious bacteria. minimum of thirty
minutes detention will e provided o allow "contact" time
for reaction of the chlorine with the waste flow.
B-7 Dual Media Filtration
The next treatment step will provide dual media (sand
and anthracite) filtration to filter out any suspended solids
not captured in the settling tanks. This step will assure
production of an effluent with minimal waste solids. Also in
the event of a plant upset in the aeration -settling tanks,
excess solids can be returned to the aeration basins after
capture on the filters to regenerate the treatment process
and protect the plant against discharge of partially treated
wastewater.:
Backwash pumping facilities will be provided with
automatic controls and alarms to automatically backwash and
clean the filters at the appropriate time. Solids captured
on the filters will be returned to the treatment ,process via
the equalization basin to prevent surging of the aeration
basin.
-6 Post Aeration
Following filtration the effluent will flaw through
additional tankage providing approximately ib minute retention
and aerated to elevate the dissolved oxygen level of the
effluent and dieeipc'ate excess chlorine from the disinfection
process. Elevating the dissolved oxygen content will help to
assure that the treated effluent places no adverse impact on
the receiving stream.
B-9 Effluent Flow Measurement and Sampling
The final components in the plant will include flow
measurement to assure that the plant is not hydraulically
overloaded and assist the operator in diversion of flows. A
sampling station will provide a permanent access for sampling
of effluent for testing purposes to assure the plant is
meeting it's permit requirements.
B-10 Blud;ge Holding
The aeration --settling treatment process will gradually
produce excess solids, the natural result or by-product of
the treatment. These solids will be periodically wasted out
of the treatment system and stored in an aerated sludge
holdingg tank where digestion and treatment continues until
the solids are transported off site for ultimate disposal.

. .. _.�
S N-CKLL, 'U,;:G AL E RNA i at L ,.A, G t_ T i:F.t1 T SYSTEM NCo0592.26 01 / /
2 h_HKLEN.tURG ANERAIryr> !{ S' Fi."''t) iRT {7M "- _ NC0005771 01 04/0?/84
3 MECKLENBURG t^MERICAN CYAtvAN!'D-CHARLOTTE NCO0 06` O 01 06/1`"/83
A HECK LENS URG Al OCO OIL CC). - PAN CREEK NC0005i8`_3 01 10/01/I6
5 MECKLENBURG AMPLATE INCOR'r*ORAIE D NC0063i31 0i / /
6 MECKLENBURG ARMOUR FOOD COMPANY NCO0055i7 01 05/16/83
7 MECKLENBURG ARMSTRONG CORK NCO028274 01 05/22/86
8 -MECKLENBURG AVIATION METALS, INC. NC0'065046 01 / /
9 MECKLENBURG BEDCO INDUSTRIAL PARK NCO063843- 01 07/24/86
i0 MECKLENBURG BERSTORFF CjIF'PORATION NC0045861 01 03/21/86
11 MECKLENBURG DI-7EELL RESIDENCE (HARRY) RETURN178 Of 03/06/85
•12 MECKLENBURG BLAKENEY HEATH VENTURE COMPANY NCO06360i Of 11/22/85
•:13 MECKLENBURG BOB MCLEMORE HOMES NCO065749 01 f 1
14 MECKLENBURG BOB MCLEMORE HOMES-FARMWOOD NCO065773 61 08/20/86
15 MECKLENBURG BOHTE RESIDENCE (JERRYJ.) RETURN082 01 03/28/83
16 MECKLENBURG BORG-WARNER, BYRON JACKSON PMP RETURN241 O1 / /
17 MECKLENBURG BOYS TOWN OF NORTH CAROLINA NCO03454i 01 03/12/62
S E C O N D A R Y K E Y S E L E C T'I O N
RETRIEVE TRANSACTION 'NPDES LIST COUNTY
OPTION: F TRX: 6NC KEY: HECK?
SELECTION: PRESS ENTER TO, DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
I8 MECKLENBURG BROWN RESIDENCE (ROLAND L) RETURNOI4 Of ii/20/81
19` MECKLENBURG BSR PRODUCTS. INC. NCO066605 O1 f {
20 - MECKLENBURG BURNETT CONSTRUCTION CO.,ING. NCO063894 04 08/27/86
21 MECKLENBURG CARMEL CENTER NCO050857 01 02/i8/85
22 MECKLENBURG CAROLINA WAT. SERV.-FOREST RID NC002?i8 O1 05/22/86
23 MECKLENBURG CAROLINA WATER SER-BEATTIES FD NCO03i488 of 08/22/86
24 MECKLENBURG CAROLINA WATER SER-ST'PLECHASE NCO040550 01 10/22/84
25 MECKLENBURG CAROLINA WATER SERVICES OF NC NCO056774 Of 07/08/65
6 MECKLENBURG CARR RESIDENCE (THOMAS F.) NCO055573 Of 04/08,/83
27 MECKLENBURG CHARLOTTE FIRE TRAIN. ACADEMY NCO060453 01 04/01/85
28 MECKLENBURG CITGO PETROLEUM - PAW CREEK NCO02i962 Of 08/08/84
29 MECKLENBURG CITY OF CHARLOTTE -DISCOVERY PL NC00458ii Oi iO/Oi/84
.30 MECKLENBURG- CLOROX COMPANY - NCO0066251 Of ''04/01/83
31 MECKLENBURG CMUD-IRWIN CREEK NCO024945 01 04/30/85
32 MECKLENBURG CMUD-MALLARD CRK WWTP NCO030210' Of / J
33 MECKLENBURG CMUD--MCALPINE CREEK WWTP NCO024970 Of 06/24/85
34 MECKLENBURG CMUD-MCDOWELL CREEK WWTP NCO036277 01 05/09/85
S E C O N D A R Y K E Y' S E L E C T I 0 N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION: F' TRX: 6NC KEY: MECK>
SELECTION PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TO ISSUE DATE
35 MECKLENBURG CMUD-SUGAR CREEK WWTP NCO024937 O1 06/24/85
36 MECKLENBURG COLLEGE INVESTMENTS OF NO, INC RETURN250 01 / /
37' MECKLENBURG COLONIAL PIPELINE - PAW CREEK NC0031038 01 05/28/02
38 'MECKLENBURG COMBINED AMERICA PROPERTIES NCOO68i79 O1 f
39 MECKLENBURG CONSOLIDATED FREIGHTWAYS NCO060356 0i 02/03/85
40 MECKLENBURG CONTROLS SOUTHEAST INC NCO048046 01 f {
41 MECKLENBURG CORNELIUS CENTER ASSOCIATES RETURN185 Of 06/26/85
42 MECKLENBURG CROW CHARLOTTE RETAIL W2, LTD. DENIAL036" 01 f f
43 MECKLENBURG CROW CHARLOTTE RETAIL t2, LTD. NCO063787;'Of 40/22/86
44 MECKLENBURG CROWN CENTRAL PETROLEUM CORP. NCO04653i of 06/20/85
4S MECKLENBURG' CWS .SYSTEMS INC. - LAMPLIGHTER NCO025259 01 05/22/86
46 MECKLENBURG CUS, INC.-FARMWOOD 20 6 21 NCO064602 Of f f
47 MECKLENBURG DELLINGER RESIDENCE (ROBERT) NCO057215 Of 09/12/83
48 MECKLENBURG DELTA AIRLINES INC NCO030929 01 05/28/82
49 MECKLENBURG DOC - MECKLENBURG II CO. SUB. NCO027804 Of 02/11/82
50 MECKLENBURG DOUGLAS MUNICIPAL AIRPORT NCO051454 Of 10/29/82
51 MECKLENBURG DUFF NORTON CO. -CHARLOTTE NCO006599 01 '10/17/84
S E C 0 N D A R.Y K E Y S E L E C T I O N
RETRIEVE TRANSACTION:,NPDES LIST COUNTY 5
OPTION: F TRX: 6NC` KEY: HECK)
SELECTION: PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TO ISSUE DATE
52 MECKLENBURG DUKE POWER CO.; MCGUIRE S.E.,, NCO024392 01
53 MECKLENBURG DUKE POWER CO.,.,,TRAIN. CENTER NCO0262555 Of
54 MECKLENBURG DUKE POWER CO., WATER OPER'NS RETURN127 01 03/02/84
55 MECKLENBURt EASTERN SUNBELT, INC. DENIAL032 01 11/22/85
56 MECKLENBURG ELBERT REALTY CO-INC. - NCO057110 01 / f
57 MECKLENBURG ENDERBY DEVELOPMENT ASSOCIATES NCO059579 01 03/19/85c�n
58 MECKLENBURG ESLON THERMOPLASTICS NCOO40347 Of 01/16/84
59 MECKLENBURG EXPOSAIC, INC. NCO067792 Of, f f
60 MECKLENBURG EXXON CO -PAW CREEK NCO004839 01 05/31/85
61 MECKLENBURG FOR HAW CHEMICALS INC NC0039128 01 06/07/83
62 MECKLENBURG GENERAL TIRE -CHARLOTTE NCO004600 01 / f
63 MECKLENBURG GLEN-CROFT(LTD. PARTNERSHIP) RETUfN139 Oi 07/27/64
64 MECKLENBURG GNC ENERGY CORPORATION NCO047i63 01 08/01/84
65 MECKLENBURG GOUGH ECON, INC. NCO058084 01 10/17/04
66 MECKLENBURG GULF TERMINAL -PAL! CREEK NCO066761 01 07/01/66
67 MECKLENBURG H.V.A.C. FILTERS INC. NCO040576 01 11/07/85
68 MECKLENBURG HARBOR ESTATES PARTNERSHIP NCO063060 O1 03/03/86
S E 0 O N D A R Y K E Y S E L E C T I O N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION: F TRX: 6NC KEY: HECK>
SELECTION: PRESS ENTER 10 DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
69 MECKLENBURG HUNTER JERSEY FARMS NCO005690 01 06/25/84
70 MECKLENBURG INTEF`CONI"INENTAL PLTR'O NCO045926 01 10/05/79
71- MECKLENBURG J. 6% S. ENTERPRISES, INC. NC0062171 01 11/22/05
72 MECKLENBURG J014N CItUS%LANI? CC_SIX MILE CRK RETURN256 01 f
73 MECKLENBURG . ofm CROSLAND COMPANY NC0058iO6 01 04/10/04 '
74 MECKLENBURG KAYO OIL CO. --JET MART NCO065072 01 / f
75 MECKLENBURG KEY MHP-HUNTENSVILLL NCO037095 01 02/07/04
76 MECKLENBURG KNOWLE:S AP-T.-CONDOS NCOO57746 01 03/02/04
77 MECKLENBURG LAKE MOHNT UWTt' Nro nf;44`;�l 01 11 r

59
7CKf_ U ,G
Er t SA11t . INC,
N 00 112
Oi
t` /
60
MECKLENBURG EXXON CO -PAW CREEK
NCv()O, z839,
01
05/3i /35
61
MECKLENBURG FOBSHAW CHEMICtILE INC
NC003912B
01
06/07/83
62
MECKLENBURG GENERAL TIRE -CHARLOTTE
NICC4C}04600
01
/ /
63
MECKLENBURG
GLEN -CROFT Q-TD. PARTNERSHIP)
REIURN139
01
07/27/04
64
MECKLENBURG
GNC ENERGY CORPORATION
-NcoO 7163
:01
08/Oi/el
65
MECKLENHURRG
GOUGH ECON:'"INC:.
NCO0 0084
01
i0/17/8-1
66
. MECKLCNDUR'G
GULF TERMINAL -PAW CREEK
NC0066761
01
07./01/86
67
MECKLENBURG"
Ht V.A.C. FILTERS INC.
NC0040576
01
11/07/85
68
MECKLENBURG
' HARBOR ESTATES PARTNERSHIP
NC0063860
01
03/03/86
S :E C 0 N
D A R Y K E Y S E L E C T I
0 N
RETRIEVE TRANSACTION:
NPDES LIST COUNTY
OPTION. F TRX: 6NC
KEY: MECK?
SELECTION:
PRESS E14TER TO DISPLAY ADDITIONAL
SELECTIONS
COUNTY
FACILITY NAME
PERMIT
TO
ISSUE DATE
69
MECKLENBURG
HUNTER JERSEY FARMS
NCO0056905
01
06/25/84
70
MECKLENBURG
INTERCONTINENTAL PETRO
NCO045926
01
10/05/79
71
MECKLENBURG
" J. R. S. ENTERPRISES, INC.
NCO06217i
01
11/22/85
72
MECKLENHURG
JOHN CROSLAND CO. -SIX MILE CRK
RETURN256
01
/
73
MECKLENBURG
JOHN CROSLAND COMPANY
NCO058106
01
04/18/84
74
MECKLENBURG:
KAYO OIL CO. --JET MART
NCO065072
01
I f
75
MECKLENBURG
KEY MFIP-HUNTERSVILLE
NCO637095
01
02/07/84
76
MECKLENBURG
KNOWLES APT. -CONDOS
NCO057746
01
03/02/84
77
MECKLENBURG
LAKE MOUNT WWTP
NC0064432
01
/
78
MECKLENBURG
LAKE WYLIE CONDOMINIUMS
1COO64785
01
iO/22/86
79
MECKLENBURG
LANGSTON ROAD WWTP
NCO06444i
01
/ 1
80
MECKLENBURG
LEE CONSTRUCTION COMPANY
NCO056669
01
11/07/85
81
MECKLENBURG
LEWIS GROUP,(THE)
NCO067644
"01
!
82
MECKLENBURG
LOPATA RESIDENCE (F. A.)
NCO06385i
01
1i/ 5/85
83
MECKLENBURG
MARATHON PETROLEUM CO.
NCO046213
:01
08/01/84
84
' MECKLENBURG
MARINERS WATCH
NCO068705
01
l
85
MECKLENBURG
MARTIN; MARIETTA-ARROWOOD
NC0005436
01
07/01/83
S E C O N
D A R Y K E Y S E L E C T I
0 N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION: F TRX. 6NC KEY: MECK)
SELECTION: PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY
FACILITY NAME
PERMIT
TC
ISSUE DATE
66
MECKLENBURG
MARTIN MARIETTA•-CHARiLOTTE,
NCO005428
01
01/03/83
87
MECKLENBURG
MARTIN MARIETTA-MALLARD CREEK
NCO06595i
Of
68
MECKLENBURG
MCDOWELL-PARK WWTP,
NC0029220
01
08/22/84
89
MECKLENBURG
MECKLENBURG CO SCH-RAIN
NC0033332'
Of
08/26/83
90
MECKLENBURG
MECKLENBURG CO SCH-DERITA
NCO033375
01
08/26/83
91
MECKLENBURG
MECKLENBURG CO SCH-J. H. GUNN
NCO033341
.01
08/ 6/p3
92
MECKLENBURG
MECKLENBURG :CO SCH-NEW BERRYHI
NCO028711
01
06/06/84
93
MECKLENBURG
MECKLENBURG CO SCH-NEWELL
NCO033278
01
08/26/83
94
MECKLENBURG
MECKLENBURG dO SCH-OLYMPIGISTE
NCO033359
Of
04/30/82
95
MECKLENBURG
MECKLENBURG CO SCH-RANSON JR H
NCO033308
-01
04/30/82"
96
MECKLENBURG
MECKLENBURG FAIR LTD.
NCO05057i
03
02/21/85
97
MECKLENBURG
"MID SOUTH WATER SYSTEMS. INC.
NCO067920
01
98
MECKLENBURG
MID SOUTH WATER -OXFORD GLEN/RE
NCO063584
01
04/02/86 aO-V
99
MECKLENBURG
MIDREX CORPORATION
NCO041742
01
08/17/83"
100
MECKLENBURG
N. C. AIR NATIONAL GUARD
RETURN079
01
01/28/83
101 •
MECKLENBURG
NATIONAL TERMINAL•CORP
NCO045918
Of
10/01/84
102
MECKLENBURG
NORTHPARK BUSINESS PARK
NCO063380
01
-02/21/86
S E C 0 WD
A R-Y K E Y S E L E C T I
O N
RETRIEVE TRANSACTION:
NPDES LIST COUNTY
OPTION: F TRX: 6NC
KEY: HECK}
SELECTION: PRESS
ENTER TO DISPLAY ADDITIONAL
SELECTIONS`
COUNTY
FACILITY NAME
PERMIT
TC
ISSUE DATE
103
MECKLENBURG
PHILLIPS PIPE LINE - CHARLOTTE
NCO032891
01
02/05/86
104
MECKLENBURG
PIEDMO14T AIRLINES
NCO040363.
01
O8/3i/82
105
MECKLENBURG.,
PIGG RESIDENCE (BENNY R.) -
NCO06542i
01
05/22/86
106
MECKLENBURG,
PRICE DEVELOPMENT
RETURN184
01
{ /
107
MECKLENBURG
PROVIDENCE PLACE. INC.
NCO068047
0 -.
108
MECKLENBURG
:QUEENS HARBOUR CONDOMINIUMS
NC0062383
01
10/25/85
109
MECKLENBURG
REUNION LAND COMPANY
NCO066559
01
110
MECKLENBURG
-SHELL OIL CO -CHARLOTTE
NCO046892
Of
ill
MECKLENBURG
SMITHFIELD INDUSTRIAL PAfK
NCO06718i
01
/
112
MECKLENBURG
SODYECO, INC.
NCO004375
01
05/13/83
113
MECKLENBURG
STEEL CREEK SHOPPING CENTER
R"ETURN261
01
• / /
114
MECKLENBURG
SUMMIT VIEW WWTP
NCO067202
01
i15
MECKLENBURG
SUNSET GROVE MHP
NCO025194
01
08/31/84
116
MECKLENBURG
TEXACO - PAW CREEK
NCO022187
01
06/28/85
117
MECKLENBURG
TEXAS CITY REFINING
NCO004723
01
10/01/84
i18
MECKLENBURG
THE COVE
N"C0058i3i
01
05/18/84
119
MECKLENHURG
THE HIDEAWAYS
NCO057401
01
S E C 0 N D A R Y K E Y S E L E C T I A N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION:
F TRX: 6NC KEY. MECK)
SELECTION: . PRESS ENTER TO DISPLAY ADDITIONAL
SELECTIONS
COUNTY
FACILITY NAME
PERMIT
TO
ISSUE DATE
120
MECKLENBURG
TILLETT CHEMICAL INC
NCO048607
01
/ /-
121
MECKLENBURG
TRAMMEL CROW COMPANY
DENIAL020
01
09/27/B5
122
MECKLENBURG
UNION CARBIDE -CHARLOTTE
NC0004'?19
01
04/03/04
!123
MECKLENBURG
UNION CHEMICALS -UNION OIL OF C
NC0031232
01
/ !
124
MECKLENBURG
UNION OIL CO -PAW CREEK
NCO02i97i
01
12/14/04
125
MECKLENHURG
UNITED SYSTEMS COMPANY
NCO063932
01
0/22/86
126
MECKLENHURG
V.I.P. DEVELOPMENT, INC.
NCO068144
01
J /
127
MECKLENBURG ..
VULCA14 MATERIAL CO. PINEVILLE
NCO041475
01
10/30/85
128
MECKL.ENDURG
WATERCO INC
NCO050636
01
05/28/82
129
MECK( ENDURG
WEST INGHOUEE - CHARLOTTE
NC0005789
0i
08/02/83
130
MECKLENHURG
UNIG141` RESIDENCE (RONALD)
NCO066656
01
/ ✓
131
MEKLE_tmU(tG
PAGER & YAGER CONST.. CO.
NCO063070
01
07/2 4/B6
132
MECKLENHURG
YAGER RESIDENCE: (I}EXTER)
N1CO067003
01
f :f
133
MECKLENHURG
YELLOW FREIGHT SYSTEM INC
NCO036706
01
03/31/02
134
MECKLENDUR'G
YOPP (IRA) & DESSEY (iDOROTHY)
NCO065927
01
! !
135
MITCHELL
DAKE-RSVILLG LWIP, TOWN OF
NCO025461
01
09/01/04

UTILITY COMPANY LISTING
The fol-lowing is a representative listing of private
utility companies presently active in the project area in the
ownershipand operation of similar systems. The listing is
not intended < to infer that these are the only companies
qualified' nor an a recommendation of ownership.
1. Carolina Water Service Inc. of NC
(Mr. Carl Daniel) [phone]
2. Mid -South _Water Systems, Inc.
(Mr. Carroll Weber) [phone]
. Burnett Utilities
(Mr. William Burnett) [phone]
(704) 331.-0459
4. Rayco Utilities
(Mrs. Rachel Stogner) [phone]

a
f
M9
t
a*G
9 0
(P
PROJECT
SITE
t
w m
_ V
LAKE
s
CRESENT LAND & TIMBER CORP. VICINITY
FOUR HORSE ROAD PROPERTY N.T. & Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203

. OILLESP"IE
e5 e a ms5,. .r.. 5ar
c.-O_ MltfHf.LL.adrd r-f
„ n
•f
J
a°
f
J HEt_ gN [tom
.61
nv Y
( + Sl+nt
.,_n ahM1 f YyY
p
/ « a
r
4 ,
y
_ r !k A sLEpcEs 'l
e J S a.par« �0 tr' P 9C50K ccih
fr, : GOi ah
f
cAT It
o-a bt
xP.c w 1
:s r5' w 1-1 IVIVE 80YO1
?� FF t� 0.C8 6tdx�pp 3E
I,� i0T a) f X. 180.0 AC,
TOTAL AREA =266 ACHE
�L 3
al; 5
A. f.A r[ P
tdr h0 b=nA' A rtrN
`kE 1tia �
... �... ...., .++ S11��a••ii5S^/4`0F
Lif G,lA 4 '!1 58 a8. 5. nNNx40 AOAb CAT.. 226 ~ 8 OG
t
} Ft
LiNE I \7a / W
PLANT
a 1 rax, A,
DISCHARGE
PO4NT A
! 44
a a'
~ LOT xb a &tECKt.EtdBi
NA
5r C ST. H; 67tk All) uC I a t CAp SGE
G CAT S]i!f 1t
}Ya • sb e7 ti t. tY),
40F xa . a208 AC fl } 1 YSgAyAa tlb�
m� y +N Ad
a1 // xap` 4t14ASi
r w
Y t.Oi lxOtl� aT Zr ads a•
0T s8
a re: e a Ufa .. h1 ih ai• _.•aA1 A
S
40T 3.S s+k Oo M 5a c4'in psY rKKkr `!r"'"`.. W .... «-.-..
r. pti E PO ER C01 A11a 61xT �,5a f/ =
�" jJl/ COA CR twbalAlp�+ai!
Y
LOT zoWX`�1 wv le '*.°
w
f E .::�-� /�: -.. �� -•\�. � LOT iY t A•x0 N
tLq-C-CAb 1$4ANOY �lt 0— 1
�" if' �•,,.''�',,'^ '.*^ , : `��.... � NiECNTrENBUftG COUNTY .SOUTHWEST <
a
NATURE PRESERVE �
{qp CSCCNTLAND 4 YINBC, COnPt
C.T. 0.1 NO Sit
��`-`� �('1 c.VpWC(,.t.- (f.+"'1,� GzrtllnG o "• /1.A�
WYLIE
•
CRESENT LAND & TIMBER CORP COMPOSITE LanbDesqH
FOUR HORSE ROAD PROPERTY TAX MAP Engineering Services, Inc.
IN 1700 East Boulevard Charlotte, NCB 28203

,.i
WkF ""t3aE. � iaf#
PaE
MQF
,
✓ a
WkF
PaE
aF MeB MO
Mo
SITE P$ „j
meet IrB
P.
DaB �/✓
r Ce62
MOB WkD
CeD2 __... r w IrA
PaF f wkE w
C> LAKE Da
li
EnD Meet
P a E
PaE WkE
PaE Mee
CeD2 PaF MeB
/ PaFfi MeD Mee
/ MD IrB
CeD2 o 088 `1 :R µMo
PaE c 2m eE
PaF PaE
CeD PaF`
MeB
PaF
e5
v ;j ( PaE" CeD2 "UY MeD
/ PaF `'. r c i
PaE ? s' a j
Da
_ Cee CeD2 ee.'
PaE
PaE 4/ CeB2 f C
Pat# CeD2
CeD2 _ PaF FaF CeB2 PaE
\ Vw PaF
PaE
{ ( tr d
ApH
CeD2
CeT#2 1T C .I#7 tr, aJct
Ic
Par
f. `;
r
'� !r`�,rzi� t«ti..•< ,, ceis;f c _ �� Per
> fai02
r
t
CRESENT LAND & TIMBER CORP.
Lan7'
FOUR HORSE RCAF PROPERTY SOILS MAP
Engineering Services, Inc.
N. T. & 1700 East Boulevard Charlotte, NC 28203

fR011-i COLLECTION
f
INFLUENT Putir STXTI" ..
i
t`Lo DIVERSI N S A'1"It}+`F .�...a..
s
j k
j l.�k- f
l J �
It a
�j }
L
a
CT I
k r
k f
.k
I k
kk
1 « tiit
,
x >;
QLk
4 }
k
i
i
Kk
1
�i
t
( f
Ufa '
RESENT LAND a TIMBER CORP.
`OUR HORSE ROAD PROPERTY
rLON EQUALIZATION
00 BASIN
STANDUY POWM rn
0 FOR AmTION
} r
7: % Pt t
FArlrzTzrS c T'
TI
(ExrEKT
1 C
Eli
orr sn% E
DOLES= TAM.
SO
T
CWMMTTCN 7
I)msrNrD=cN t
r~rx�rluTzco
L
TXCN
Ji
r LWASURENENr
Erg
MANHOLE
I
N 800' INTO LAKE WYLIE
TREATMENT
PROCESS
_— —_- 1

LOT 41 t.Pt F 199 t4'
, ! tO3.
-<
LOT T 4c t.P3N s4.6'E
A= 6 .25' 93.83,
l,t I.PIN SPREADING OAK
j' R=50.0c), 6'O i ,
R
_._ ....
_..�_ LOT 39
' NO°15'E
LO _ ,. 0 179.95'
q , t.PIN ANN, LONG ROAD'
..
PIN -
WIN
DISCHARGE { 85op }'W"1 55 ' :. , .J
PLA
LO 37 -- -�- —-
EFF NT LINE - 109. 4
1 ,SITE
PG. 458
C. =50.Od .�'
LOT 36 LPIN co
s�.
w x
LPIN
10 8
- I PIN-- .�118.6 c�
t
( 1.PIN ..IV
LOT 35 `'t Cj0`3 P'
r, T. F
\k
A = 96.76' N 41 57 E CCA
-
I -PIN R= 50.00d
r � I A : 56.E �,..
CRESENT LAND B TIMBER CORP
PRELIMINARy
FOUR HORSE ROAD PROPERTY SITEPLAN Engineering Services, Ina
1700 East Boulevard Charlotte, NC i 2820

F. PLANT COMPONENT DESIGN BASIS
1? Rough Screening,
Type
Bar- Size & Spacing
Screeni.nq Area
2) Flow Equalization
.Typo
Tangy.
Volume
Air Supplied
Blower -Size
Number
Pump
Type
Number
Capacity
Drive Size
3) Biological Treatment
Type
'Aeration Tank
Volume
Detention
Free Board
Air.Supplied
Blowers
Typo
Number-
Capacity
Drive Size
j
(TYPICAL FOR EACH OF 3 PHASES)
aManual Inclined 45
1 /2" Diameter x ' I" Cl ea
Z . Z-. SF
Aerated, Variable Level
40,000. Gallons
150 c m 0 5 psi
7:.5 HP, '460 Vnl.t, 3 Phase
Two
Submersible -
Two
14 gpm @ 1 " TDH
7.5 HP, 460 Volt, 3 Phase
60 Hertz
Extended Aeration
24 Hour Detention
200,000 Gallons
24 Hour's
12 Inches
3 cfmtlineal +Oat
Positive Displacement
Two
900 ' ci'm C 5 Psi
40 HP, 20 Volt, 3 Phase
60 Hertz
1

4)
Settl i nq
Tanis
Number
One
Tape
Mechanical
Volume Total
3 ,,000 gallons
'Freeboard
1241
overflow Rate
250 gpd/sf
G Average Rate
Detention 0 Average Flow
4.2 'Hour
Sludge Return
Air. Lift hump
TType
ype r
Two, one E ch Clari is
Numaci ty
0-I50% of Design Fro
Ripe Size
0'T?iameter
Scum Removal & Recirculation
Airlift Surface Skimmi
Type
Ripe -Size
3w, Diameter
5)
Chr-lorination
Tank
Volume
5C)C?fl Cancans
Detention
30 Minutes - Minimums
Chlorinator
Type
Gaseous - Dual V-Notch
Capacity
100 .9/day
fit)
Post Aeration
Tank
Volume
StgC?
Detention (w/o backwash).
30 Minutes
Air Supply
I cfm/lined foot
7)
Sludge Holding'Tank
Tank
Volume -Total
20,000 Gallons
Air Supply
I cfm/:lineal foot frozn
Main. Blower
S)
Flow Measui-i na
45 V-Notch Weir
Type Primary
Flow Totalizer and
Instrument
Recorder. Float Actuat

9) Tertiary Fiters
Type
Number
Diamerter
Filter Area -Total
Backwash
Type
Number of Pumps
Backwash Rate
Backwash Duration
Backwash Volume
Backwash Tank Volume
Dual -Medial (Gravel., Sand,
Anthracite), Gravity
Two
7' X 101 Each
70 sf
Water pressure & Air Scour
Reverse Flow
Two
15 gpm Min.
15 gpm,sf
8,000 Gallons
Backwash Cycles
16,000 Gallons

1APPENI?IX - A
WASTEWATER TREATMENT
FACILITIES
LURAY COVE - WASTE TREATMENT
PLANT
1. Development Description
,hype
Subdivision -,Single and
Multi --Family
Location
Mecklenburg County
Number of Acres
Type Dwelling
266 ±
Single Family and Multi -Family
Type Waste
Domestic
2. Process of Design
.Projected Flow Per Unit
360 gPd
Projected Avg;. Daily Flow
600,000 gpd
Wastewater Characteristics
,
BOD
200 mg/l
TSS
200-250 mg/1
NH N
25-30 mg/1
Discharge Stream
Lake Wylie
EffluentLimits(Anticipated)
B0D
30 mg/1
TSS
30 mg/l
DC
5 mg/l
PH
6-9 SU
Fecal Coloform
100/100 ml
3. 'Treatment Process Components
Influent Pumping
Preliminary Treatment
Rough Screening, Influent
Flow Equalization
Secondary Treatment
Extended Aeration -Modified
Activated_ Sludge, Secondary'
Clarification, Sl.dge Re -
Cycle
Disinfection
Chlorination - Gas
Solids Handling
Aerated Sludge Holding Tank'
Final Treatment
Tertiary Filtration
Past Aeration

VIM SUMMARY
Crosent Land & Timber Corporation proposes to develop a now
site in southwestern Mecklenburg County. The project to contain
approximately 266 acres will be served by central water and
sewer facilities. water facilities are proposed on the basis of
a central well supply, storage, and water distribution.
Wastewater facilities proposed include a central sewage
collections system and a waste treatment plant with discharge of
treated effluent to Lake Wylie.
An NPDES permit has been applied for the discharge and the
proposed plant will be so designed and constructed to
consistantly achieve the degree of treatment required by the
permit. The plant will be owned and operated by a private
utility company to assure responsiveness to homeowners and
regulatory agencies, and preserve the present environmental
quality of the area.

UII. OWNERSHIP, OPERATION AND MAINTENANCE
A. OWNERSHIP OF UTILITIES
It is intended that the water and sewer systems to be built
to serve the project be conveyed entirely 'including land into the
ownership of a private utility company". The utility company must
be duly licensed and regulated by the NC Utilities, Commission.
The company must demonstrate the financial and physical ability
to properly respond to the eventual homebuyers and regulatory
agencies:.
B. OPERATION AND MAINTENANCE
The private utility company must be able to demonstrate past
success in the operation of similar facilities and must maintain
a staff of licensed operators holding valid certificates
commensurate with the complexity of facilities to be operated.
The utility must be able to respond within a regulatory required
time period to any emergency.
The utility will also be responsible for continuing
maintenance of the plant. A stock of normally required spare
parts will be supplied duringconstruction and should be
replenished as necessary by the utility.
C. ENFORCEMENT OF WATER QUALITY STANDARDS
The NPDES permit will provide for monitoring of the
performance of the waste treatment plant by the utility company'.
Monthly reports of plant flow and performance must be submitted.
In addition, periodic non -announced site inspections and sampling
will be performed by representatives of the Regional Office of
NCDEM.
In the event the utility company fails to comply with any of
the provisions of -the plant permit, NC and Federal law provide
for enforcement action and possible fines of up to $10,000.00 per
day per violation.
D. NPDES PERMIT RENEWAL
The NPDES permit will be issued for a period of five years.
NCDEM reserves the right to modify, change, or make more
stringent, the permit requirements at the time of permit renewal
based on changes in site conditions, stream conditions and
performance of the plant and utility.

B. Description of Proposed Treatment Facilities
(Con' t.
B-1i Stand-by Power
In the event of a power outage,, it will be crucial to
maintain a level of treatment. Stand -bar power will be
provided to operate one of the influent pumps to eliminate
the potential for overflow of the station and one of the
aeration blowers to maintain aerobic conditions in the
aeration tank. A power outage will mean that water supply
will be discontinued since wells will supply the project's
water supply, thus flow to the plant will also gradually step
with depletion of the water system's water storage tanks.
B-12 Plant Site
The treatment }giant site will contain several acres of
the project to provide a buffer between the plant and new or
existing homes. In addition the plant will be completely
fenced for security.
To provide for passible future plant expansion and/or
upgrade, excess land will be provided within the plant site.

0
State or North arohna
Department of Natural Resources and Community Development
Division of Ftivironinental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary
M
[K. Paul Wilms
Director
Subject: NPDES Permit Application
NPDES Permit No. NCOO_____3,
�T
NEWS
This is to acknowledge receipt of the following documents on
Application Form,
Engineering Proposal (for proposed control. facilities),
Request for permit renewal,
ApplicatIon. Processing Fee of
Other
The items checked below are needed before review can
Application form - - {See (Copy enclosed),­� r
­-S Engineering Proposal TAttachment),
Application Processing Fee of
Other
I f the application_
ppTi—ca —tio—n-l-s-­no complete_t--hin —th-i-r—ty �-3-07---(!-a days, itwill
be returned to you and may be resubmitted when complete.
This application has been assigned to
(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 application, please
contact the review person listed above.
Sincerely,
Arthur Mouberry, P.E.
Supervisor, Permits and Engineering
cc:
P.O. Rox 27687, Raleigh, Nonh Carolina 117011-7,697 Telephone [phone]
An Equal Opportunity Affinnative Acdon Employcr

x
!t"r„.
N _ C. DEPT. OF NATURAL RESOURCES A14D COMMUNITY L 1 DEV FOR AGCf"
NATIONAL POLLUTANT DISCHARGE E', IMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C -- MANUFACTURING: ANb COMMERQL L AU
SECTION I. APPLICANT AND FA II_ITY DESC'fRIPTION PERMI �
Unless otherwi,t so*"c3tied on this form ail items aro to bo compitttd. It ar, Item is -not aotxtieaote indicate 'N.
AOOtTtONAL, INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOO eLET A -Ntfvt !V 't`EO.
BOOKLET BEFORE FILLING OUT THESE`ITEMS.
Plf as * Prr'n t or Type
tt crf. cPt6ca#+t Sot Cresent Land and `limber Q0r caration
,. LegalNa
Iset trtstruettdnzl
`i
2. Mailing Address if APttticant
($to Instructions) lb a ; 22 Test 2nd Street P . 0. Bo 3U817
Number � Street
t zb Charlotte.
City
State
roxe NC
Zits code
toxa.: f n
=r
AVPI+'Gant's Authoriatd Agent
(see instructions)
Name and Title
t` fh+F
ww d
f4umber *a. Street Address tti3b .
City°I1 Otte
1
r
tdd N
State
ZIP Code to3r�; 282:30
Ttteohone Area i*tut5er
A. : Previous ApPtiCation Cody
I a previous application for a
National or Ftoerat disthargt
Per-mit, has been maot. give the date N.. A
Of aoptication. Use nuri tric 104 YR MO DAY
designation for date.
., I certify* th t I Z"m famttiar with the tnformatian contained In this abpttcatfors and that to the best of )7. knowtedge and Dotief such
is"true. complete. and accurate.
Robert R. D en t 10.2a Vice -President - Re identia
Title
Printed Nance of Person Signing
_12-
M YR mo DAY
l Iozf
Dart Aoptication SioAttd
"Signature of Applicant or Authortted Agent
Carojin General tatj; a 4 3�-215.1� {h } (2) provide.,,; th t : Air rersean trho i ��trr. r.
y c'1 a t'ESxC' r!*tirf'SC'n :_i fP�k, A Ce—z:L.ication in ar.y zeta '...cztion, rf cc-d, rep
o�:�er doCLett 4LLM.�E ar r�t!u.�.ret1 to be mr-inta ned undar t.rtacic: 2I Or reFu --don"'
lro e tr3 "L e erttc.Lt Cosy si azx l Tnenting t1int Article, or vht) EnIsiiit° =, t,ATr
: fr l reridf x "ii CCLtiEEf3 a'}r ecor i °, or rinni . raring dera cct fir. snf thcst3 rt ci.;} rtlt� V
QT„" re' ":L1w': E t i.5 O i.#tt` AAtiE:�:"gtCs»�,. Tlfi•:..t'CI:'iC
. li�iw9
:tl. nc-.
aalcete:�t rt;, thrt Article, sh ?1 a .1.tv d.`. a misderti ar:o" nun*
to }:+a r by itrrisonrver.t not tc exceed s :: nonths, or by hc:.t. (IS r'.S.C. "Ectio:i
f1 fl ; tCi2lTiEit ra t r1C,rC tit:^. 5 t cz:
t=—is .t - by fine of not 1-lore than
1 .(t , t'
e j <�1F.

(tj{'
"^ tics in#truCl#cYnS�..
F ttCwtt'r
�. ;1"a iiit7Y7 ^
eswrter3ntP. and
i • '�
. � `:.
-rc Warne, :
Giwa Y. Sant or
i. t"-Z ttan of the p
y
.
far yxlCe
00<1 ling factlttY wnCrC di#'
cW111
tnargtt#I # or wilt occur.
Luray Cave W e ' re
t t1Sa
r� arTYC
t
off Lur Avenue Lake W 1
6wntrsnio (OVOtiC. Prtvatt or
.
9ASb
Q PUB # V Cj OPP
« t'totn P"'J;c ano pfk*attt .
,
[{kCCK t#t#YC tt if rtdtrat f'aC ititY
lo5c
0 FED
and giue GSA'tnventory Cdntf Ol
AT G'3`
AV
Numotr
tt}Sd
t ocatton
Luray Avenue
street1. tJffi�ty.`r
10:;c
:
tOf+
City
Mecklenburg
1051
County
N
,
245h
state
Residential
^6< h{+1:'ptttit CYf ouftneft '.rstat# ttkr.`
1ttCa
et.the buxinest toriduCttd
jperating ta'CtlttY:
at the ttanrot
tnCC
AGENCY USE
,
Facility totake Water, (ct (nSt{'tiC-
a
.
:. tiont} tpdicat t+c ;water intake vol€rmc.
,.s*
per day by sourccx. Estimate
average.. Volume': per day to thousand
94tions per day.
3;
thousand ga llonx Der day
Municipat or private Water System
ttS7#:
.ttl7b�
` thousand gallons per day
Surface water
t t17d
600 thousand gattonx Per day
is roundwater
m tnousaod.galldnx per day
.
107d
other`
.
600 thousand gallons Otr day
Total tit rn .
107t
------
N/A
�`tt•tntrr 1# xn t7t rre wattf trdm
trsc Jounce.
tofif
f w. w,
-•
• *ptntf. soecity
.
Facitlly 4`•`sttr Use C" mat[
E,
: awtrage volvrne Ott day in tnovsand
•
.. :.'
,:
goons Oct day fd( the tdtto—ing
lynts of watt( U"ge at the trl(,tlty.
(sec instructions)
toad
tn#7u#and gaiton# per "day
Nnntontact rooling wala(
'
Snouiand gattorrl par day
t'30tte:r tttd water
loth
P'Octs# ater.(Inctuding"tontatt
109c
tnduxand galtons par day
coottng wdttfi
'
toad -
60 thousand gatton# Ocr day
$anita(y -At"
p+t( dsy
' Cttntr,
E
�.r
IOS t
;
� tncrsii.s tttt �atlr7ns par •d +y ,.
+tf fnrrc arr dt.<fY ar gc# Y7
tf±ap
_.,..........-.w«::::�........... _.."�. .......---.... «.-...
.ejn+:r.* 7acctty.::
it Snt,C i{ anira(y' wain,{ U1K, +"I.YC
too
6 t,J ll l.7 {?b Otitd 1, tvtltt
". tnr nc+ber o{ ittdott served.
1 ..'".

Raft riii USE
9. Ad F'r Cittty C}ttehargts and tirtf x
$„otstt$ "O"'txtt and 01%ttuillt (see
inxtrvf ttonit vtty tnt SOCCtfy the
purnoet, of dist:xarge pdtnts and tfroe
t
votune of water dtsttlAr"d dr
tort from tics factttty atcordtng to
tw1n tt of
Total Volume Used
s .k
the tattgdites'Atfo . i°fcxfnt>er
tft
Ott day In Cttttttafge
Or 01sthargcd;,
}t
,avtragc volume
points
Thov$Aod f:AVOAY
gallons per day.
0
5vrfate Water,
$anitary wastewater tran3Aott100bI
• 1 tit
system.
"triad
ttl9Gx'
storm water ItEnsAdrt System+
'
Crarr+Ax'taed sanitary and storm
1fl dt
tdsd2,
water transport system
surface Impoundment With no n
.'ttt9at`
i ae2
effluent
Underground pertofattcsn ftt9fl-.
tt&f2
��tti9gt.
t�9F2
well toitC iort
Waste iccxtptarsce firm xtf8�h1
ti9si2
a .1 0,31 t
10,112 -----------
evaporation
tatsx.•
ip9ix
Consumptton
.'
1
other* , - I
�
,'
atitity discharges and vttly c
1C9if "'
610
1 1112
"aotat Stern 9.
If mete ate distbatges to °other,' tf99mtx
.
spetity.
Idcanses and apps retated tp discharges from this facility {see instrtzdtittnt
10. permits.. Uteri Aoplicat#ens
lication
N/At.ist
all eXtSting. pending or denied permits.
Cate
Crate itaticsn
Type of permit
ai Agency Use ICr Numf>,er
Issuing .stgeney g or C,tctnse .
Crate
Filed Issued
1�"RINtC3jirA *t*fslCrlCtri
Oersted Crate
YI�+t�i� 6i yrt 010
° tt
6
Rt*
I t o ii.
q
y
See Attached
i
$. MaAi xnd ftan9i
to the oaCk of this aAAittation.is
CC ins$tvcttonsl
Attain rcir maps and drawings
aft
t2. Additional tn(Ormatxan
tnfotmatlon
# t2. Item :Numott:
,
min'.. 1.
P
a veer n
ge1i
^cMap
ini
4 ` oper ra hic Map
6 _'treatment Processlow Schemata
Treatment :Plant
Site Plan � _,.

STAND
rete tnty:seetion tot rich dixths
rr tYu*and Nmt
FORM G --- MANt
>E:CTION 1l BASIC O
,dkAted in Scctidn 1. tttol
go thfough a `trealmtnt�ws
:$ to surface water$ from v
3E DE*SCRIPT101
otratidn. It tnit is a `ttr000sed dischatpt. values should t
:CTECt ITEMS APPEAR tN,S PARATE tNSTAUCTtO
�cSE ITEMS.
Strut No. 20 t a
truth$') )
Name 201D
of di$criarge. if any.
ction3)
*
C. Previous otschstge Seriat No.
tiorevruuspettixit apolreation
was made for this discrtlitge We 20le,
item 4 SectioA.,t). provide prtvt-
ous discharge serial rturnbrr.
2. oistharge optrating oAtes
a.outharge Begat* oats tf the
dischargt deseribed below is in
» r poErati:+xn.'givo the date (within 202a
best esttmaic) the drsetxstgt
Degan.
b* Discharge to Begirt 03te tf the
discnat'ge na$ never rtccurttd but
rs ptanned for some future date. 202h
give the date (within best este
mate) the discharge wilt begin.
C. t'?i$thsrgt to End Crate It dis• Mr,
n•
ftl Ct�vTrtn hi
'89 7
YR tvt0
89 7
YR MO
Charge is seheduted to be distil /t-�
INi
onued within the next 5 years.
202C
«»--
give the date (within best esti*
VA Mtn
mate) the di$th'atCe wilt end.
2. Cogincering Report Available
cheek it atl tn+tineeting reoort is
avtrla Die. to revitwing Alcoey, ttoon
zoz..
+ :•
`� -`.
• {cclutxt. i F in$t ruct"lilt)
•'r•
A. O+scha rijt`'t_Ocyi tian:- t'r.irtaa;:tt.r;
t•r
;: . ":
i ACCriC
i p+rri. r<ar tr+stinAat.;:;, 7wittiiitvtNi#h
.,..
t of. t e,.1.1 fit tt t t n ,#.pT ti ittt x vt
04a
North Carolina
+
..
204
..
.s
•
2041
fit .xiwirti•.irtii•i t.+14•
204C
5r Oiscnargt Point ocicriotion
('),)miter"; ix unto (cheCi. otie'):`
(tee insttutimm) «.
• stream (ineluct" dttrhos. .tiruyux*
and othtr irilcrnuttent wMetcourxts)
20Sa
r'.t
(ISTf:
0()Ct'
tiCCan
tJriirtit.irF tir ','"..nit ai•r. t: +i:li; w..itrt
* .*..
VA t 4.
i ranSAt.tt SYxI.#na. :
t.
r.Atlii e # ii L+.'=its +•+tt A /.++:V :.iriri
�
•
X

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«.. if. /N
Art* *i*d
Arp sO0 %#0ml
.i #!!•%##t* R X%M .i#+k%"X* f*f r* %r4+{ "%%tt%#}#*}t r*ktY•%R%R ti}1 «. r T N
'
t+
:Icrp naryL-3 1000 d [3
V/N
+ rlaath *ad sdtp �
.luall ul*alUI (jut) 0 {
snonulluo� �uec*a)
laa)
V N
r
r t r
..R4r
;„A rp fiulk#%L*%r%* tid 1a>ua#
ab*runs#p to *>Qlw#%u
>%tl 01r1S.. d,>uanba*,.j
a6*ru>s!0 luall#w#a}ul .0
our 4rp oo 1*ndu 10 #>ou*nu
;.fr4a+r au1 OMS Arp *ad
ula 9l r*n(1 ablr xl>1, ('1 luall#w*alul
` ROWanba:*�zj our
%}b#1 Ctn a6t ru?i![i 1ua}}!tA**a}W1 •})
**R .wyt:#t
%}#}%#r#%r*alt*CR*3tsti 1ua11 #+tt+alu# 'o
1* 11 pur'.0t sai*alI ala*dwo
#
�S+tb#lalt*lsul'aa%) •6uRlt*ads? :#
>6trc#a%to «t11 4tau % YB+% Out 6111
-tnp %uluous atjl#*#>a%ta *laautu
*alultw su mo* *oi SVA& pintls
bu1poptea) %!%to puno*t-tt;tA t
utul %%a} Gd Gdlloonulluoa xd
*dr2ualllw*alul *aul#*I sale*aoo
a6pr dlitwiou ab*tuasll> Slid 11
%uluoy^l-» a2u4*tnaa0 06*rua110
-R W,
*tot
asn 50>6 " *dal a%n nauarXy *d»l
x {tee- - aTTXM q .40t
i 5 NllV 3 claor'
*%*reaao a6*eua
.%!P slut {ab*tuaslla to soot I"
bul*np) ) aA *ad Oro ,lo *a()
*were abt*ant awl *4403 1}aam
rad SArp aaua*tnaa0:a6rt11 140 'd
jruollanllsul aas)
'1Wall)w*alul ro %ncanull
-uua %# ab*tuaslla aul #4ulau-
iolaarl:� a6*tslas o Ja adds. `t
aaua**n"0 out adl.l„ a6*ru2s!0 . *&
aatl*n
*atl~'M r.+o�a %Ildaq a6*tuaslCl `d.
t
•1*7ed u
{%ud}1a
lulod au*'
awtFl *all
'puoa>s 1%4t+
lu!od aul..
>"1"J ebuo"t/
* H.LOO
't nA C) )uc # >a
St 0
E

00
OR ACENCY Lt C
13. ActiAtyO'clatiottoo C+iv¢a
C et t w t'r t ner ted f C iCi
the d ?v Cilaztit'nt
riauatrve oercriotron of activity
or0ouctnq to+tdMtcnargt;(sre
t r
=
`.will be. trickly domestic
x,n origin re��n
r
.r dential sourer s.
t
gg
f
is. A4tivitY CaU110`7 0;t4t+*rgc For
�
SIC Coda which deSGribtS
�
,each
the activity eausinq this discharge.
supply the type and o"XIMum
amount of either the ravt ma temt
Consumed (item 14a) or the product
produced (ttem 24b) to the unit#
Sotcifitd to Tabte t of the tnstruc•
Lion aootttet. Fear St Codes riot';
listed in't'abte I. use raw r'natertat-
$ or prodUttion remit$ noemAtty used
for measuring oroductiots,(see
instructions)
.T A. Riw matcriAts
'
mAxrtrsum Unit
Amount/0AY (Set Tabta ti
Snare# oiscnarges
(Seriat Nuinberl
. StC Code
tvamt
t5
�taa (i
(�
f3 (al
--------------
r
n. Hrodutts
_ t..yyf
a 4St �,r4i#/rir 4lr •
'.e .•y.r". i,spx,."a«f s:i:Y
.«
SIC COat
rraeMfe
. f
rtefrafa+ti�t7rt fSr� rat++t s
CC
t*a1:i t.'1r rr,rfltotri
. ,. __ ... a ,
_
t
01
t`r}
'
{
s.j

t$. Waeta 6l taatrmtmt ..
Wastewaters will be corj eyed tCa a central
��, V'flr C Jkhl I t .r,•6,� .. .,.. w..-... «.,. ,.. ,r. I ... ... s:.. ....,._...�.-.,w�. �:...-_..,...._....
t+. :.* .*Y�e' } ,�• point for trea �ment and dischalte of effluent to
«.•.+»,.. ,.�...—.....�.. «...» ..:...+-"--
»,,, .t a Lake e W l i e. Treatment consist w of influent a xnq«
if r fired, alone with the olloxvin treatment component
Flow' Equalization, as a minimum: aliatyion, Long Term Aeration
_
} (Activated Sludge), Mechanical Clarification with
i t a rat on,
..sludge recirculation., chlorination and.::po
ts` �'� t�x
W2tte ,AbIttm4 nt CCd" j_ f Iron T A
vstrtq the traces ttstco *ft bare 1,� .� �� r 3
if Of trse Mstructtgn gntrtr,ttt. . { t
ldewitae th'a vwaste aa3te+ls1Cnt. •.
pef)Cestet for ttlis #+tCrtargC:„n
{ 71 .....Qu -..
tt c orce, n Which they GC4,tr
"tt%aotsxt}tc
{23y {24} {iSl
{19? {201 {2i
(22) (23) (24)
US
i

.
')J)y appflu>pojf puc'>pzaz;tttn,
sp! l! x r ul lrlapo 1141 )0 lct:xula>lulu Iql to) xuallcjd;:jaV >yl )o {R)L*Eg t uolp;aqn Aq p>rznb>x
'sl.,go7
s' ZLtrI ;ukk1 ."!!Stlla .) "uY 13UittiC yJ `.1 a> y uuzi>altxx lt:#u>wut}xzAu
t�'} #.x arrcx�xt
l-uo!ltlr l €iuz -' rJr#S.v
!Jt?t rrtrtr?� .�� tx#t�✓J„��,+* tt (})�47?{'j4 }:tt2z t'u
tiD rrr.r zrr.rat �` }ztJr�x.rtJ zrJ 3t�t ✓6� S+xtrltYy�r �,?,i1w.T ('xUF
u (xur ttf U> ?S tl tlkl:•'x.,,z' ?C{} 41 XCu3 ! u! p llt>d.)j Jg )vntu (t: CP pu,7pOX
pvc `T.,pp unj
w>Sl ul slu>w>la;tY
pur ,pvnodwu>'saovelxgns;{!1»Cl�
t1St)t•Lx
co! z c2C
ytSSRL
!:!t>l.mq lu#¢tllln'+Sraa.r
._
Sltl!)tIS
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to nl llt. �:.
tSSStIt!
Ltl}lt}
• 7i`.t*;III pur po
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lun!lupr,)
.s_... fSt1trL
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ulx7txj'l..
X ZSU L
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PRELIMINARY ENGINEERING REPORT
WASTEWATER TREATMENT FACILITIES
L URI Y COVE PLANT LAKE WYL. I E -- FOUR HORSE PROPERTY
--------------------------
DEVELOPED BY CRESENT LAND & TIMBER CORPORATION
---------------------------------
MECKL NBURG COUNTY
AUGUST 198
Desom
��nIb
Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203
f
e
.. i 6ST
g. a
♦ i 4
'�trrtf tA;Iti*

TABLE OF CONTENTS
I. GENERAL
A. Project Overview
B. Regulations'
11. PROPOSED DEVELOPMENT
A. Project Location
B. Development description
C. Physical Features
III.WASTEWATER' PARAMETERS
A. Description of Waste
B. Projected Wastewater Flow
C. Treatabi l ity' of 'Waste
IV. WASTEWATER DISPOSAL ALTERNATIVES
A. Public Utilities
B. Individual On -Site Facilities
C. Private Utilities
D. Proposed Facilities
V. PROPOSED DISCHARGE
A. Receiving Waters
B Impact of Proposed Discharge
VI. WASTEWATER TREATMENT FACILITIES
A. Proposed Treatment Process
8 Description of Proposed Treatment Facilities
VII. OWNERSHIP, OPERATION AND MAINTENANCE
A. Ownership of Utilities
B Operation and Maintenance
C. Enf-orceme.nt of Water >Quality Standards
D. NPDES Permit Renewal
VIII. SUMMARY
f

Table of Contents
(Con' t�. )
APPEND -ICES
A. Process Basis of Design
B. NPDES Permit Listing
Mecklenburg & Cabarrus Counties
C. UtilityCompany Listing
FIGURES
1. Vicinity Map
. Composite Tax Map
3. Topographic Map
4. General Soils Map
S. Treatment Process Plow Schematic
C. Preliminary Treatment Plant Site

I. GENERAL
A. PROJECT OVERVIEW
Cresent Land & Timber Corporation, Charlotte, North Carolina
proposes to develop a planned residential single and multi -family
community in southwestern Mecklenburg County. The! development is
projected to occur over a 5 year period with construction of now homes
beginning in late 9-989. The project site is 266 acres.
The following preliminary report has been prepared to convey
the proposed basis for water and sewer service to the
development.
B. REGULATIONS
In addition to compliance with laws, rules and regulations as
required by thta State of North Carolina and Mecklenburg County,
all utility work must comply with the following specific
regulations as applicable to the nature of the work proposed:
1.i North Carolina Administrative! Code! Title 15 Department of
Natural Rosourcos and Community Development Chapter 2 Env ironyen
tal Management Sub -Chapter 2C Well Construction Standards.
(Latest Revision)
2. Rules governing public water supplies Section .0600 through
Services Sanitary Engineering Sub -Chapter IOD, Water Supplies.
(Latest Revision)
O. North Carolina Administrative Code Title 15 Department of
Natural Resources and community Development Chapter 2
Environmental Management Sub -Chapter 2H Procedure for Permits.
Approvals Section .0100 Wastewater Discharge to the Surface
Waters. (Latest Revision)

1 I . PROPOSED DEVELOPMENT
A. PROJECT LOCATION
The site of proposed development is located along Four Horse Roped
and SR 1333 in southwestern Mecklenburg County. A vicinity map; is
attached as Figures 1. Thu site i bounded on they west and south by;
Lake Wylie, and extQnds away from the Lake in a northeast direction
Wong SR 1333.
E. DEVELOPMENT DESCRIPTION
The proposed development will consist ;predominately of single
family I residential housing, but may also include sections of multi-
family housing, based on zoning. A composite tax map of the; project
area is attached as Figure .
No commercial or industrial development is planned. Access points`
to the Lake are available on the site and common recreational areas
will be considered within they site as project planning progresses.
C. PHYSICAL FEATURES
The project site is representative of piodmont North
Carolina with gently rolling hills falling to the lake shoreline,
the most significant physical feature. The site is predominately
wooded with several smaller drainages ways leading, to Lake 'Wylie..
They land is marked with moderate slopes with the exception
of a few areas immediately adjacent to drainage features where
slopes become more severe in some areas (gpeater: than 1 %) . A
reproduction of a portion of the U.S. Geological Survey
Quadrangle Map covering they site is attached as Figure 3.
A reproduction of they Soil Conservation Service soils map
for the site is attached .as Figure` 4. Soils on the site: vary
with prodominatoly Cecil and Pacolet types.

I S t . WASTEWATER PARAMETERS
A. DESCRIPTION OF WASTE
The proposed development as described in Section 11 will be
comprised of single family homes and multi -family homes, and a small
amount of commercial property along NC49 and only domestic wastewaters
will be generated. No industrial use will be allowed. It is antici-
pated that the wastewaters generated from general household and sani-
tary use will exhibit characteristics typical of domestic sewage as
follows:
PARAMETER CONCENTRATION
Fiver Day Bio-Chemical Oxygen Demand 200 mg/1
Total Suspended Solids 250 mg/1
Ammonia Nitrogon 25 mg/1
Chemical Oxygen Demand 50 mg/1
Grease , 100 mg/1
Temperature (Approx.) 50 degrees F' (Winter)
65 degrees F (Summer)
pH 6. - 9
B. PROJECTED WASTEWATER FLOWS
The development may comprise as marry as 1660 single and multi-
family living units. Based on demand,' moth three and four bedroom
units wi I l be built with a predominance of three bedrooms. A flow
allowance of 360 gallons per day per residence is proposed as the
basis for projection of community total, based ;on an average of 120
gallons per day per bedroom. On this basis the projected ultimates
daily flow for the entire: development is 600,000 gpd
C. TREATAIILITY OF WASTE
As the characteristic; Of the waste! area expected to be typical
of domestic s12Wago, the waste will be treatable using
conventional wasto treatment technology, ; i; e. biological and
physical removal Of waste contaminants.

IV WASTEWATER DISPOSAL ALTERNATIVES
A. PUBLIC UTILITIES
The proposed development is located entirely outside the
corporate limits of all local communities. Based on a review of
physical water and sewer facilities installed in the general
vicinity,it is not economically feasible to connect to the
Charlotte -Mecklenburg system, nor are plans currently underway
for any extensions to the project area.
B. INDIVIDUAL ON -SITE FACILITIES
The alternative exists for on -site water and sewer facilities
assuming the development plans were to allow for approximately
3f4 acre lots for individual wells and septic tankldrainfields.
The development would be -reduced significantly on this basis.
A review of the soils maps indicate that an extensive
proportion of the property may encounter difficulty supporting
drainfield disposal due to shallow soils, poor soils, ;excessive
slopes. and ground water levels near the lake. An extensive
detailed soils investigation has not been performed. Based on
experience and comparison with similar land tracts,; it is likely
that Health Department approval for subsurface 'disposal would be
with --hold for a significant proportion of the site.
C. PRIVATE UTILITIES
A tHird alternative for utilities service is a`central water
supply and sewage collection and treatment system owned and
operated by a;, licensed private utility` company.
This approach would provide for water supply from several
deep wells and central storage and distribution. Wastewaters
would` be collected and transported via a central system to a
waste treatment plant serving the entire project.
D. PROPOSED FACILITIES
It is proposed that of the three a l ternati ve.s,, ,,a private
utility be chosen and become the basis for development of the
property to allow for the land's highest and best use.

D. Proposed Facilities'
(Ccn't)
This would also support a viable - stable °neighborho
maximize flexibility and assure protected ground and surf
over tho�-
. .
WIC • �I' I►u �� I� �
ester and st
th the extet
private waE
in that
immediately Tdetected. Repair of drainfiel'd failures
frequently simply move problems to the "reserve • area"
included with the original design,and if so then leaves the
homeowner with no other method of treatment when the
available lot area for disposal 'i s depleted.

V. 'PROPOSED DISCHARGE
A. RECEIVING WATERS
Based on a development plan utilizing a private utilit
treatment plant a National Pollutant Discharge Elimination
(NPDES) Permit for discharge of treated effluent to Lake
has been prepared. During the pc a
Division of Environmental Man gen
Allocation".
The purpose of the 'waste I c
based on the characteristics and
-4.-- t f-P I t t d~
id
Vim, a -�c* o o uen �. an .� — -- , I --. u- —.- .,..,--
it. A hart of the allocation procedure is the generation of
Im flow data by the US Geological Survey for the specifies
largo; point on Lake Wylie.
The resultant required treatment limits established by the
a load allocation process are dependent on the stream 'flow
determined by U.S.G.S., the physical characteristics of the
1m, and the stream's classification of use by NCDEM. Lake
is classified for potable and recreational uses and design
all facilities will be based upon the preservation of the
quality of the Lake.
IMPACT OF PROPOSED DISCHARGE
The intent of the NPDES permitting process is to protect the:
wing 'st.'ream while s'imultanoously allowing discharge o
.ed wastewaters for various land use including residential
.opment. The waste load allocation described above
)fishes a degree of treatment required ;by the proposed plant
7inimize impact to the stream and allow for it's continued
>nt use. The allocation basis for stream flow is dependent
:atistical low flow figures to maintain stream quality during
low periods. Thus, in general, the lower the stream flow
kved during drought periods, the higher the degree of
,ment required. In instances of extreme low stream flows,
cation for permit is denied.
The extent of the body of water comprising Lake Wylie and
of the drainage basin above the point of proposed discharge
uffi iently large that it is anticipated that secondary
.ment standards will be proposed.

Impact of Proposed Discharge
CCont t. 7
The fallowing sections describe in more detail tlx:
facilities proposed. it should be noted that although the NPDES
permit now ;applied for allows for.the discharge of treated
affluent, an "Authorization to Construct" must be obtained prior
to construction and detailed plans and specifications = must be
approved by NCDEM to obtain the Authorization.

B. Description of Proposed Treatment Facilities
(Con' t. }
-3 Flaw Diversion Station.
Following the influent pump station, a flaw diversion
system will be installed to allow splitting of flaws a
additional plant phases are constructed and .to provide the
plant operating staff flexibility in control of flows during
repairs or maintenance.
-4 Flow'Equalization
It is anticipated that flows will be received at the
plant with typical diurnal variations which tend to create
peaks or surges during high use periods i.e. early mornings
and around the dinner hour. To eliminatethe impact of these
surges on the plant and maintain average flow conditions, a
flow equalization basin will be installed. Dual pumps will
feed the main plant from the equalization basin at a constant
rate equal to average flow. The level in the equalization
basin will thus vary, increasing during peak flow periods and
falling during lower flow periods. pump controls will be
equipped with high level alarm to signal any pump failure,
B-5 Aeration and Settling
The primary component of treatment for the plant will be
the main aeration basins followed by the Settling; Tanks.
Although these processes, aeration and settling, occur in
separate basins or tanks, they operate together to accomplish
the ;principle treatment step in the plant.
In the aeration basin,wastewaters are retained for a
minimum of twenty four hours, mixed, and combined with large
volumes of air from the aeration blowers, to allow naturally
.occurring bacteria to assimilate the waste. The operator
will be provided faci l hies to vary the amount of air and
mixing and the volume of activated sludge recycle. Sludge
recycle refers to the process whereby solids containing
"activated" or acclimated bacteria are returned to the
aeration basin from the settling tanks. In the settling
tanks, a quiesient area, solids in the treated wastewaters
are all -.owed to settle out and clarified liquid passes to the
next treatment step. Settled solids are either pumped to the
aeration basin to enhance and control ,the treatment or are
wasted to a sludge digestion tank, where it is aerated and
stored until taken oft --site for ultimate disposal.

B. Description of proposed Treatment Facilities
(Con' t.
1�-6 Chlorination Disinfection
Following aeration and settling, the clarified efflue
will flow into a disinfection tank where chlori ne will
added to kill any deliterious bacteria. A m ' inimum of thir
minutes detention will be provided to allow "contact" ti
for reaction of the chlorine with the waste flow.
B-7 Dual Media Filtration
The next treatment step will provide dual media (sa
and anthracite) filtration to filter out any suspended soli
not captured in the settling tanks. This step will assu
production of an effluent with minimal waste solids. Also
the event of a plant upset in the aeration -settling tank
�y
;e
�d
s
e
n
W A t4w = :;� Zk%j a 1&"Z� %�Cx I A W� A W �_. __ — __ _ — __ — " ___ ­_ __ ___
capture on the filters to regenerate the treatment process
and protect the plant against discharge of partially treated
wastowater.�
Backwash pumping facilities will be provided with
automatic controls and alarms to automatically backwash and
clean the filters at the appropriate time. Solids captured
on the filters will be returned to the treatment process via
the equalization basin to prevent surging of the aeration
basin.
B-8 Post Aeration
Following filtration the effluent wil] flow through
additional tankage providing approximately 15 minute retention
and aerated to elevate the dissolved oxygen level of the
effluent and diofiipate excess chlorine from the disinfection
process. Elevating the dissolved oxygen content will help to
assure that the treated effluent places no adverse impact on
the receiving stream.
B-9 Effluent Flow Measurement and Sampling
The final components in the plant will include flow
measurement to assure that the plant is not hydraulically
overloaded and assist the operatorin diversion of flows. A
sampling station will provide a permanent access for sampling
of effluent for testing purposes to assure the plant is
meeting it's permit requirements.
BI-10 Sludge Holding
'The ae�ation-settling treatment process will gradually
produce excess solids, the natural result or by-product of
the treatment. These solids will be periodically wasted out
of the treatment system and stored in an aerated sludge
*'­'holdin� tank where digestion and treatment continues until
the so id s are transported off site for ultimate disposal.

B. Description of Proposed Treatment Facilities
(Con' t.
B-11 ` Stand-by Poorer
In the event of a power outage, it will be crucial to
maintain a Aevel of treatment. Stand-by power will be
provided to operato one of the influent pumps to eliminate
the potential for overflow of the station and one of the
aeration blowers to maintain aerobic conditions in the
aeration tank. A power outage will mean that water supply
will be discontinued since wells will supply the project's
water.supply, thus flow to the plant will also gradually stop
with depletion of the water:system's water storage tanks.
B-12 plant Site
The treatment plant site will contain several acres of
the project to provide a buffer between the plant and new or
existing homes- In addition the plant will be completely
fenced for security.
To provide for possible future plant expansion and/or
upgrade, excess land will be provided within the plant site.

VII. OWNERSHIP, OPERATION AND MAINTENANCE
A. OWNERSHIP OF UTILITIES
It is intended that the water and sewer systems to be built
to serve the project be conveyed entirely including land into the
ownership of a private utility; company. The utility company must
be duly licensed and regulated by the NC Utilities Commission.
The company must demonstrate the financial and physical ability
to properly respond to the eventual homebuyers and regulatory
agencies.
B. OPERATION AND MAINTENANCE
The private utility company must be able to demonstrate', past
success in the operation of similar facilities and must maintain
a staff of licensed operators holding valid certificates
commensurate with the complexity of facilities to be operated'.
The utility must be able to respond within a regulatory required
time period to any emergency.
The utility will also be responsible for continuing
maintenance of the plant. A stock of normally required spare
parts will be supplied during construction and should be
replenished as necessary by the utility.
C. ENFORCEMENT OF WATER QUALITY STANDARDS
The NPDES permit will provide for monitoring of the
performance of the waste treatment plant by the utility company.
Monthly reports of pi'aAt flow and performance must be submitted.
In addition, periodic non -announced site inspections and sampling
will be performed by representatives of the Regional Office of
NCDEM>
In the event the utility company fails to comply with any of
the provisions of the plant permit, NC and Federal law provide
for enforcement action and possible fines of up -to $10,000.00 per
dray per vi-olation.
D.` NPDE� PERMIT RENEWAL
The NPDES permit will be issued for a period of five years.
NCDEM reserves the right to modify, change, or make more
stringent the permit requirements at the time of permit renewal
based on changes in site conditions, stream conditions and
performance of the plant and utility,

Vill. SUMMARY
Cresont Land & Timber Corporation proposes to develop a now
site in southwestern Mecklenburg County. The project to contain
approximately 266 acres will be served by central water and
sewer facilities. Water facilities are proposed on the basis of
a central well supply, storage, and water distribution.
Wastewater facilities proposed include a central sewage
collections system and a waste treatment plant with discharge of
treated effluent to Lake Wylie -
An NPDES permit has been applied for the discharge and the
proposed plant will be so designed and constructed to
consistantly achieve the degree of treatment required by the
permit. The plant will be owned and operated by a private
utility company to assure responsiveness to homeowners and
regulatory agencies, and preserve the present environmental
quality of the area.

WASTEWATER TREATMENT
FACILITIES
LURAY CODE`- WASTE TREATMENT
PLANT
1. Development Description
Type
Subdivision - Single and
Multi -Family
Location
Meck3enburcg County
Number of Acres
Type Dwellings
266 t
Single Family and Multi -Family
Type Waste
Domestic
2. Process of Design
Projected Flow Per Unit
360 g'pd
Projected Avg. Daily Flow
600,000 gpd
Wastewater Characteristics
PC=]�
200 mg/�.
TSS
200-250 mg/l
NH N
25-30 mg/l
Discharge Stream
Lake Wylie
Effluent Limits {Anticipated}
30 mg/1
TSS0
fiSS
mg/l
;DO
5 mg/1
PH
6-9 SU
Fecal Coloform
100/100 ml
3. Treatment Process Components
Influent Pumping
Preliminary Treatment
Rough Screening, Influent
Flow Equalization
Secondary Treatment
Extended Aeration -Modified
Activated Sludge, Secondary
Clarification, Sludge Re -
Cycle
Disinfection
Chlorination - Gas
Aerated Sludge Holding Tank
Solid's Handling
Tertiary Filtration &
Final Treatment
Post Aeration

PLANT COMPONENT DESIGN BASIS
1 ? Rough Screening
Type
Par Size & Spacing
Screening Area
2? Flow Eaualization
Tv°pe
Tank
Volume
Air Supplied
Blower —Size
Number
Pumps
Tvpe
Number
Capacity
Drive Size
Biological Treatment
Type
Aeration Tank
Volume
Detention
Free Board
AirSupplied
Blowers
Type
Number
Capacity
Drive Size
(TYPICAL FOR EACH OF 3 PHASES)
,Manual Inclined 45
1 2" Dia.met r x I" Clear
;S»:3 SF
Aerated, ,Variable Level
40,000.Gallons
150 elm 0 5 psi
7. 5 1P, 460 Volt, 3 Phase
Two
Submersible -
Two
140 cgpm @ 181 TD
7.5 HP, 460 Volt, 3 Phase
60 Hertz
ExtendedAeration
24 Maur detention
200,000 Gallons
24 Hour's
12 Inches
a+m/l ineal +Oa"
Positive Displacement
Two
900 cfia '@ 5 pri
40 HP, 30 Volt, 3 Phase
60 Hertz

3
S ttlin
Tanks
Number
One
Type
Mechanical
Volume Total
35,, 000 gallons
'Freeboard
1211
overflow gate
2SO glad/5+
Average Fate
Detention 0 Ayerage Flow
4.'2 'Hours
Sludge Return
"i`P
Air, !Li -� °�. PUMP
n er
Number
Two, one Each Cl a.r 1 i
'
t �
0--150y. a+ es n l:ow
'Pipe Size
O",Di meter
Scum Removal & Recirculation
Airlift Surface Ski #11ti12
Type
3tt Diameter
Pipe Size
53
Chrlaranation
Tank
C}CI Gallons
Volume Volume an
3 Minutes .- Minimum
Chlorinator
Type
Gaseous - Dual V-Notch
Capacity
100 .4/da
Frost Aeration
Tank
CtiC?
Volume
Detention (w/o backwash).
30 Minutes
1 c /lineal foot
Air Supply
7
Sludge* Holding Tank
Tank
Volume -Total
20,000 Gallon
°�m1 a.neal Qat from
Air Supply
Main Blower
Main
67
"l-caw Me uri.
45 V--Notch Weir
Type Primary
flow Totalizer and
Instrument
Recorder. Float Actual
K
: a
t
p
}
r
4

9) Tertiary
Fiters
Type
Dual -Medial (gavel, Sand,
Anthracite), Gravity
Number
Two
Diamerter
71 X 10' Each
Filter Area
-Total
70 sf
Backwash
Type
Water pressure & Air Scour
Reverse FLow
Number of
Pumps
Two
Backwash
Rate
15 gpm-- Min.
Backwash
Duration
15:gpmjsf
Backwash
Volume
8,000 Gallons
Backwash
Tank Volume
2 Backwash Cycles
1 , 000" Gallons

I McwCn .NdJRG � _,„_. SYSTEM NCOO' 01 u
ii:...1 € � H t a w�r+i �x (t. 3 4GPi t .... wv ."
MECKLCr`1EURG 3t Cc7 S:F 'k E S'"CUfiF'Ufi?TZQNr fiGC i77i 01 04/0:?/814
'3 MECKLENBURG AMERICAN CYANAMID -CHARLOTTE NC0040690 01 06/113/83
4 MECKLENBURG AMOCO OiL CO. - PAW CREEK NC000Ci€35 of 10/01/86
5 MECKLENBURG AMPLACE INCOR,P'OR,t TEE NCI0063i34 01 / /
6 MECKLENBURG ARMOUR FOOD COMPANY NC;O005517 01 05/16/83
7 MECKLENBURG ARMSTRONG CORK -CHARLOTTE NC 020274 Of 05/22/ 6
8 MECKLENBURG AVIATION METALS, INC. N O'065046 01 / /
9 MECKLENBURG BE tCO INDUSTRIAL PARK NCO06334.3 01 07/224/86
10 MECKLENBURG DEFaTORF F Cj?fi,€ ORATIC N NCO045861 Of 03t i /66
31 MECKLENBURG BI33ELL RESIDENCE (HARRY) RETURN178 0i 03/06/85
•12 MECKLENBURG DLAKENEY IAEATH VENTURE COMPANY N OC o3C34?t 01 i i /22/85 r pe zJ
13 MECKLENBURG BOB MCLEMORE HOMES NCO065749 0 t t
14 MECKLENBURG BOB MCLEMORE HOMES-FARMWOOD NCO06577301 08/20/86
15 MECKLENBURG BOHTE RESIDENCE (JERRY J<} RET RN08? 01 03/20/83
16 MECKLENBURG BORG-WARNER, BYRON JACKSON PMP RETURN24'1 01 / /
17 MECKLENBURG BOYS TOWN OF NORTH CAROLINA NCO034541 01 03/12/82
S E C O N D A R Y K E Y S E L E C T'I O N
RETRIEVE TRANSACTION:' NPDES LIST COUNTY
OPTION: F TRX: 6NC KEY: MECK}
SELECTION: PRESS ENTER TO, DISPLAY ADDITIONAL SELECTIONS
COUNTY" FACILITY NAME PERMIT TC ISSUE DATE
Is MECKLENBURG VROUN RESIDENCE (ROLAND L) RETURNOIA 01 1 0/8
19 MECKLENBURG BSR PRODUCTS, INC. NCO066605 .Of
20 MECKLENBURG BURNETT CONSTRUCTION CO.,INC, NCO062894 01 08/ 7/86
21 MECKLENBURG CARMEL CENTER NCO050857 O1 02/16/85
22 MECKLENBURG CAROLINA WAT. SERV.-FOREST RID NC002918J 01 05/22/86
23 MECKLENBURG CAROLINA WATER SER--BEATTIES FA NCO031488 01 8/22/86
4 MECKLENBURG CAROLINA WATER SER-ST'PLECHASE NCO040550 01 10/22/84
25 MECKLENBURG CAROLINA WATER SERVICES OF NC NCO056774 01 07/08/85
26 MECKLENBURG CARR RESIDENCE (THOMAS'F.) NC055573 01 04/08/83
27 MECKLENBURG CHARLOTTE FIRE TRAIN.. ACADEMY NCO060453 01 04/01/85
28 MECKLENBURG CITGO PETROLEUM •- PAW CREEK NCO021962 01 08/08/04
29 MECKLENBURG CITY OF CHARLOTTE -DISCOVERY PL NC00458ii' O1 10/01/84
30 MECKLENBURGCLOROX COMPANY NCO006629 01 f /83
31 MECKLENBURG CMUD-IRWIN CREEK NCO024945 01 04/30/85
32 MECKLENBURG CMUD-MALLARD ONE WWTP NCO030210 01
33 MECKLENBURG CMUD-MCALPINE CREEK WWTP NCO024970 Of 06/24/85
34 MECKLENBURG CHU}--MCDOWELL CREEK WWTP NCO036277 01 05/09/8
S E C 0'N D A R Y K E Y' S E L E C T T O 'N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION; "F TEX:'6NC KEYS NECK?
SELECTION:: PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
35 MECKLENBURG CMUD-SUGAR CREEK WWTP NCO024937 0i 06/24/85
36 MECKLENBURG COLLEGE INVESTMENTS OF NO, INC RETURN250 01 / f
37' MECKLENBURG COLONIAL PIPELINE - PAW CREEK NCO03iO38- Of 05/28/132
3 'MECKLENBURG COMBINED AMERICA PROPERTIES NC0068i79 01 / !
39 MECKLENBURG CONSOLIDATED FREIGHTWAYS NCO060356 01 02/03/85
40 MECKLENBURG CONTROLS .SOUTHEAST INC NCO048046 01 /
41 MECKLENBURG CORNELIUS CENTER ASSOCIATES RE7URNi85: 01 06/26/85
42 MECKLENBURG CROW CHARLOTTE RETAIL t2, LTD. DENIAL036 01
43 MECKLENBURG CROW CHARLOTTE RETAIL Y2', LTD; NCO063789 01 10/22/86
44 MECKLENBURG CROWN,CENTRAL PETROLEUM CORP. NCO046531 0i 06/20/85
4 MECKLENBURG CWS'SYSTEMS INC. - LAMPLIGHTER NCO025259 '01 05/22/8
46 MECKLENBURG CUS INC.-FARMWOOD 20 & 24 NCO064662 01 I /
47 MECKLENBURG DELLINGER RESIDENCE (RO ERT) NC00572i5 01 09/12/83
48 MECKLENBURG DELTA AIR LINES INC NCO030929 01 05/28/82
49 MECKLENBURG DOC — MECKLENBURG II CO. SUB.. NCO027804" 01 02/11/82
50 MECKLENBURG DOUGLAS MUNICIPAL AIRPORT NCO051454 01 10/29/82
51 MECKLENBURG DUFF NORTON CO. —CHARLOTTE NCO006599 0i '10/17/84
S E C O N D A R Y K E Y S E L E C T I O 'N
RETRIEVE TRANSACTION..NPDES LIST COUNTY
OPTION: F TR: 6NC' KEY: HECK)'
SELECTION. PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TO ISSUE DATE
12 MECKLENBURG DUKE POWER CO., MCGUIRE S.E. NCO024392 Of /
53 MECKLENBURG DUKE POWER CO., TRAIN. CENTER NCO026255 01 / t
54' MECKLENBURG DUKE POWER CO., WATER OPER'NS RETURN127 '01 03/02/84
55 MECKLENBURG EASTERN SUNBELT, INC. DENIAL032 0i ii/22/85-
56 MECKLENBURG ELBERT REALTY CO—INC. NC00574iO 01
57 MECKLENBURG ENDERBY DEVELOPMENT ASSOCIATES NC0059579 01 03/i9/85 C7/pr
58 MECKLENBURG FSLON THERMOPLASTICS NCO040347 0i 01/16/84
5? MECKLENBURG EXPOSAIC, INC. NCO067791 01, t t
60 MECKLENBURG EXXON CO -PAW CREEK NC0004839 01 105/31/85
61 MECKLENBURG FORSHAW CHEMICALS INC NCO039120 01 06/07/83
62 MECKLENBURG GENERAL TIRE -CHARLOTTE NCO604600 0i / P
63 MECKLENBURG GLEN-CROFT(LTD. PARTNERSHIP) RETURN139 Of 07/27/84
64 MECKLENBURG GNC ENERGY CORPORATION NCO047163 Oi 08/0i/84
65 MECKLENBURG GOUGH ECON, INC. NCO058084 Of 10/17/84
66 MECKLENBURG GULF TERMINAL -PAW CREEK NCO066761 01 07/01/86
67" MECKLENBURG H.V.A.C. FILTERS INC, NCO040576 01 11/07/85
68 MECKtEt4BURG HARBOR'ESTATES PARTNERSHIP NCO063860 01 03/03/06
S E C O.N D A R Y' K E Y S E L E C T I O N
RETRIEVE TRANSACTION: NPDE:S LIST COUNTY
OPTION: F TRX : 6NC KEY : MF7C K )
SELECTION: PRESS ENTER 10 DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME PERMIT TC ISSUE DATE
69 MECKLENZtURG HUN'("En JERSEY FARMS NCO005690 01 06/25/84
70 MECKLENDURG INTGRCONTiNCNTAL PCTRO NG0045926 01 10/05/79
71 MECKLENBURG J. i . S. CNIERPRISES, INC; NCO06217i 41 "11/22/05
72 MECKLENBURG JOHN CROSLAND CO. -SIX MILE CRK RETURN2G6 01
73: MECKLENBURG JOHN CROS'I_AND COMPANY NCO058106 Oi 04/10/04
74 MECKLENDURG KAYO COIL CO. -JET MART NCO065072 Of
75 MECKt, ENDURG KEY hHP-HUNTENSVILLC NCO037095 01 02/07/04
76 MECKLENBURG KNOWLES API ',_-COND0.7 NCO0 7746 01 03t0-2/04
-. 77 MECKLC.NDURG.. 1 AKF MOUNT WWTP NrOAA44? ni f l

�,
4 xt_,.. �•,., .. ... I;.
59
. MEC X L L t€_URf- XF'ISrr.4„ INC.
NC006.7. , 2
01
°
60
MCCKLENBuRf EXXON CO -PAW CREEK
NCO004039
01
05/31✓85
61
MECKLENBURGFORSHAW CHEMICALS INC
NC0039i2B
01
06/07/83
62
MECKLENBURG GENERAL TIReE—CHARLOTTE
NCO004600
01
/
63
MECKLENBURG GLEN-CROF7'(LTD. PARTNERSHIP)
RETURNi39
01
07/27/8—
64
MECKLENBURG' GNC ENERGY CORPORATION
-NCO047163
01
08/01/811
65
MECKLENBURG" COUGH COON, INC.
NCO058084
01
10/17/84
66
MECKLENBURG GULF TERMINAL -PAW CREEK
NCO066761
01
07/01/86
67
MECKLENBURG H.V.A.C, FILTERS INC.
NCO040576
01
11/07/85
68
MECKLE:NBURG • HARBOR ESTATES PARTNERSHIP
NCO063860
01
03/03/86
S E C O N D A R Y K E Y S E L E C T I
O N
RETRIEVE TRANSACTION:: NODES -LIST COUNTY
OPTION: F TRX: 6NC KEY: MEC1€5
SELECTIONS PRESS ENTER 70 DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME
PERMIT
TC
ISSUE DATE
69
MECKLEN14URG HUNTER JERSEY FARMS
NCOOO5690.
01
06/25/84
70
MECKLENBURG INTERCONTINENTAL PETRO
NCO045926
01
10/05/79
71
MECKLENBURG-' J. R. S. ENTERPRISES, INC.
NCO06 171
01
11/22/85
72
MECKLENBURG-' JOHN CROSLAND CO. -SIX MILE CRK
"RETURN256
01
/ f
73
MECKLENBURG JOHN CROSLAND COMPANY
NCO058106
01
04/i8/84
74
MECKLENBURG KAYO OIL CO. -JET MART
NCO065072
01
75
MECKLENBURG KEY M1P-HUNTERSVILLE
NCO637095
01
02/07/84
76
MECKLENBURG KNOWLES APT. -CONDOS
NCOO57746
01
03/02/84
77
MECKLENBURG LAKE MOUNT WWTP
NCO064432
01
!' f
78
MECKLENBURG LAKE WYLIE CONDOMINIUMS
NCOO64785
01
10/22/86
79
MECKLENBURG LANGSTON ROAD WWTP
NCO06444i
01
f
80
MECKLENBURG LEE CONSTRUCTION COMPANY
NCOO56669
01
11/07/85
81
MECKLENBURG LEWIS GROUP^tTHE>
NCO067644
'04
82
MECKLENBURG LOPATA RESIDENCE (F. A.)
NCO063 5i
of
ii/i5/85
83
MECKLENBURG MARATHON PETROLEUM CO.
NCO0462i3
-01
08/01/84
64
MECKLENBURG MARINERS WATCH
NCO068705
Of
d f
85
MECKLENBURG MARTIN MARIETTA-ARROWOOD
NCO005436
01
07/01/83
S E C O N D A R Y K E Y S E L E C T I
0 N
RETRIEVE TRANSACTION: NODES LIST COUNTY
OPTION: F TRX: 6NC KEY: HECK?
SELECTION: " PRESS ENTER TO DISPLAY ADDITIONAL SELECTIONS
COUNTY FACILITY NAME
PERMIT
TC
ISSUE DATE
86
MECKLENBURG MARTIN MARIETTA--CHARLOTTE
NCO005428
01
01/03/83
87
MECKLENBURG MARTIN MARIETTA-MALLARD CREEK
NCO06595i
Of
/ f
88
MECKLENBURG 'MCDOWELL PARK WWTP
NCO029220
01
08/22/84
89
MECKLENBURG MECKLENBURG CO SCH--HAIN
NC0033332'
0{
08/26f83
90
MECKLENBURG MECKLENBURG CO SCH-DERITA
NC0033375
01
08/26/83
94
MECKLENBURG MECKLENBURG CO SCH-J. H. GUNN
NC003334i
01
08/26/93
92
MECKLENBURG MECKLENBURG CO SCH-NEW BERRYHI
NCO028714
01
06/06/04
93
MECKLENBURG 'MECKLENBURG CO SCH-NEWELL:
NCO033278
01
08/26/83
94
MECKLENBURG MECKLENBURG CO SCH-OLYMPIG/STE
NCO033 59
01
04/30f82
95
MECKLENBURG MECKLENBURG CO SCH-RANSON JR H
NCO033308
01
04/30/82 '
96
MECKLENBURG MECKLENBURG FAIR LTD.
NC005057i
01
02/21/85
97
MECKLENBURG MID SOUTH WATER SYSTEMS. INC.
NCO067920
O1
f /
98
MECKLENBURG MID SOUTH WATER -OXFORD GLEN/RE
NCO063584
01
04/02/86 6fc-C
99
MECKLENBURG MIDREX CORPORATION
NCO041742
01
08/17/83 "
100
MECKLENBURG N. C. AIR NATIONAL GUARD
RETURN079
04
01/28/83
iOi •
MECKLENBURG -NATIONAL TERMINAL-CORP
NC00459i8
01
40/01/84
102
MECKLENBURG NORTHPARK BUSINESS PARK
NCO063330
01
-02/21/86
S E C O N D A R Y K E Y S E L E C T I
0 N
RETRIEVE TRANSACTION: NODES LIST COUNTY
OPTION:
F TRX: 6NC KEY: HECK>
SELECTION:
PRESS ENTER TO DISPLAY ADDITIONAL
SELECTIONS'
COUNTY FACILITY NAME
PERMIT
TO
ISSUE DATE
103
MECKLENBURG PHILL%PS PIPE LINE -- CHARLOTTE
NCO032891
Of
02/05/86
104
MECKLENBURG PIEDMO14T AIRLINES
NCO040363•
01
08/31/82
105
MECKLENBURG_ PIGG RESIDENCE (DENNY R.)
NCO065421
Of
OS/22/86
106
MECKLENBURG, PRICE DEVELOPMENT
RETURNi84
I: /
107
MECKLENBURG PROVIDENCE PLACE. INC.
NCO068047
.O1
01
108
MECKLENBURG QUEENS HARBOUR CONDOMINIUMS
NC0062383
01
10/25/85 *.
107
MECKLENBURG REUNION LAND COMPANY
NC0066557',Oi
�..
110
MECKLENBURG SHELL OIL CO -CHARLOTTE
NC0046892`
01
1i1
MECKLENBURG SMITHFIELD INDUSTRIAL PARK'
NCO067i8i'
01
112
MECKLENBURG SODYECO, INC.
NCO004375
01
05/13/83
113
MECKLENBURG STEEL CREEK SHOPPING CENTER
RETURN261
Cif
• / /
114
MECKLENBURG SUMMIT VIEW WWTP
NCO067202
01
ii5
MECKLENBURG SUNSET GROVE MHP
NCO025i94
01
08/31/84
116
MECKLENBURG TEXACO _ PAW CHEEK
NCO022187
01
06/28/85
117
MECKLENBURG TEXAS CITY REFINING
NCO004723
01
10/01/84
i18
MECKLENBURG THE COVE
NCO058131
01
05/18/84
119
MECKLENBURG THE HIDEAWAYS
NCO057401
01
S E C O N D A R Y K E Y S E L E C T I O N
RETRIEVE TRANSACTION: NPDES LIST COUNTY
OPTION:"
F TRX: 6NC KEY: MECK3
SELECTION: PRESS ENTER TO DISPLAY ADDITIONAL
SELECTIONS
COUNTY FACILITY NAME
PERMIT
TC
ISSUE DATE'
120
MECKLENBURG TILLETT CHEMICAL INC
NCO048607
01
f /
,121
MECKLENBURG TRAMMEL CROW COMPANY
DENIAL020
01
09/27/85
122
MECKLENBURG UNION CARDIDE-CHARLOTTE
NCO004219
01
44/03/84
123
MECKLP4BURG UNION 'CHEMICALS -UNION OIL OF C
NCO031-32
04
124
MECKLENBURG UNION OIL CO-F•AU CREEK
NCO021471
01
12/iA/84
125
MECKLENBURG UNITED SYSTEMS COMPANY
NCO063932
01
01/22/86
126
MECKLENC{UCG V.I,P. EVELCF't'ENT, INC.
NCO060144
01
/
127
MECKLENBURG VULCAN MATERIAL CO. PINEVILLE
NCO041475
01
i0/30/85
128
MECKLENBURG JATGRCO 1NC
NCO050636
01
05/28/02
129
MECKLENBURG WESTINGHOU'E — CHARLOTTE
NCO005709
01
08/02/83
130
MECKLENBURG 2JRIGH1 RESIDENCE (RONALD)
NCO066656
01
/ }
131
MECKLENDURG YAGE{ U' YAl"ER CONST. CO.
NC0063070
01
07/2 4/86
132
MECKLENBURG YAGER RESIDENCE (DEXTER
NCO0670£33
01
f /
133
MECKLE14DURG-YELLOW FREIGHT SYSTEM INC
NCO036706
01
03/31/02
134
MECKLENBURG YOPP (IRA) 4 BrSSEY (DOROTHY)
NCO065927
01
/
135
MITC14ELL Iifrkt.i: VSLt.f. LJUIP, TOWN OF
NC0025461
01
09/01/84

UTILITY COMPANY LISTING
The following is a representative listing of private
utility companies presently active in the project area in the
ownership and operation of similar systems. The listing is
not intendedto infer that these are the only companies
qualified nor an a recommendation of ownership.
1. Carolina Water Service Inc. of NC
(Mr. Card Daniel) (704) 525-79 0
2. Mid -South Water Systems, Inc.
(Mr. Carroll Weber) t704) +78-2785
3. Burnett Utilities
(Mr. William Burnett) 803) 669-0130
(704) 331-045
4. Rayco Utilities
(hus. Rachel Stegner) t704 788-9497
t f
o

f 4
PROJECT
SITE
It N
LAKE
`{
ikI
CRESENT LAND & TIMBER CORP. VICINITY MAP
LanbDesiqn
FOUR HORSE ROAD PROPERTY N.T. S. Engineering Services, Inc.
1700 East Boulevard Charlotte; NC 28203

""y
ff � G C% .r,rrTCtsit G, Jfd ,
W
°d !` J MEIEN iSF
At
r
ti
'r wG-^-M.... : x `@t-J a f G @ t,Gt vG aya •^`
7 p THquYF$pu V�� / I
tlAt %;
GUSSIC 00101
^4
c tlT .Yr« t TOTAL AREA =266 ACRE
,.
lot $A
r,
Y.
taT tl '° 1
� � 'W p^�,}3 SPAC�bfN»G{tlAN tAMG�
EFFLUENT .0.0 IT.T2i
!. i5.2 At
3#L«
�� � k ♦ � t rt tr � + "Up Wi
PLANT L r w
S ( i
o »`'" o a•:'Fk[6rxG 3TAlET ys,. xW t
DISCHARGE
PO4NT „� s
AtECKLERBt
NA
.. sil a7 9gti3, Pti kM µ 1## St
n y
k2 G8 At y,F! i 8 Q,
a 4tl i0.15 GiY} 1C gT +
ltlT 1SO �{ ,11 1(,tlT 81» ap5
Y
rat ii
w
♦ Y : N §t W' @e
M rapP 69
' §4 G% -0%HOC` l _."`-•.\ t
%9. ."" .. _ of ..... '"*„ § �* .• §x
r M
G4T A21
gGxE Ar7 ER COt36AMT*r
A
( C2?u C t R» CtC�1i 8AACA �., I,{� kWeGi'W � { ,✓�q
jjj\ d k
lot 20~ i.OT IV tin» Irk BYSp Ga rf 5e+
^• ff
r
r a (MECKt_EN#3Ur�rTv SOU%�wEST
`�.` ,- -' 1 rvnrutG€VRG COs av� T
f ti, tCAESCE.T LA" 6 TIUBCR C0R 1
ACl CAY.0.4 w }#z `
WYL�w� +@
CRESENT LAND TIMBER CORP. COMPOSITEa
n�Desiqn
FOUR HORSE ROAD PROPERTY 11,
TAX MAP Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203

C
WIIF TA
Da f
o "r
WkF PaE WH
aFMeD
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ii
ASITE83
P �
r McF3
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41'
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w_
k '
CRESENT LAND a TIMBER CORR •
FOUR HORSE ROAD PROPERTY
SOILS MAP LaWDeso—
En( Services, Inc.
N. T. S. 1700 East Boulevard Charlotte,

FROM COLLECTIO14 -)':;TUX
INFLUENT pUHP STATION
i
I`
4..: FLOW DIVERSION STATION ._..e.
t
c r
FLOW COUALIZATION
00 OASIN
SfANM POWER
r"l e FOR AERATIONAM rNFLUDrr
4 A
Ht"m
I t
' AERATIONFACTUTIFS
� f
t
(aT=M At7tl4,TICN 1 1
Ef ZCAi.
# °- OAsrs zc t ,.
t3FF'' S=12RFA i.....
�. .r Murur. Tnrac
rt Y-
$oLr zs ssTztar.
mropmTictl t F— I
___ -----�t�'
p-___ C7C
--
L J L .J
r t
C ( AERATION
crruma
f'l.IXt ... �
}S6" cSI7RFS4,NT r
SAMPLxr*
MANHOLE
N 800' INTO BAKE WYLIE
£RESENT LAND & TIMBER CORD TREATMENT
FOUR HORSE ROAD PROPERTY PROCESS

LOT 41 1.P1N N 19S t4'
. 1
A=99.56'
WIN
LOT -A . 1.P1N N 5° 6'E
A= 62:2 93. 63,
P1N 1.
t.Pt SPREADING OAK L
.•
. �AD Few.
f
1:IN 6i7`.3
4T 39 - � NC3°15'E
i}
LOT 38 .- p
---� t.'� W
to
* 1.P#tr1 rn AN ALO RflAfl
car �
f : 5.�'
N`24005W 1,P1N•• ,
1.IN 1
DISCHARGE
POINT `�.. $`� ~ 0�3 p= 52.58
PLA
LOT 3 — � --
EFFLUENT LINE, - 109
E N N SITE
--
PG. 4581
C. R=50.O
b
LOT 36 1.P1 (o
GOAD~ ZDt'NG STREED
w
�v ,
btu ° .
1 R1
118.66
r i PI .. "
4
L. O T 35 40
kf �, G
N 1 ? 57 E
�33,1 c�' CA
C►.13
CRESENT LAND &TIMBER CtJRP. PRELIMINARy LanbDesUl
FOUR HORSE ROAD PROPERTY SITEPLAN Engineering Services, Ina
1700 East Boulevard Charlotte, NC 28203

A
M
to
P
Ri
V
tea€~
ng Services Inc.
All is see Vi
AO
' { J
ur Mouberr L
ion of Environmental Mngt.
27687
C 27611 v
ES Application
sent. Land & Timber Corporation
Horse Road Site Lake Wylie
k l enburg County
hur:
If of Cresent Land & Timber Corporation we are submitting
3 copies of an 1vPL?RS Permit Application and supporting infor=
c r a proposed new discharge to Lake Wylie - Catawba River:
n on the enclosed vicinitymap the site encompasses 266 acres
orxth sides of Duke Power's Copperhead access area bordering the
he: preliminary plant siting is off Luray Road with discharge
vc to the main body of Lake Wylie.
owaters generated will be only; domestic in origin,, generated
identia l development. ; The proposed permitted flow is 600,000
with the application is a Preliminary Engineering Report and
r $25 .00 for processing.
rely appreciate your cooperation and welcome any questions.
ly yours,
Dale C. Ctowart, P. E
pCS/ 7;a
Enclosures
t
1700 East Boulevard
C ixotte, NC 2820
70417E3 7777

GE
I C. DEPT. O N J Ua L :` ESOURC r�z4L� r OEM t '1' LE�>, FOR A
a N OF tWROMmLERIAa TIONAL POLLUTANT DISCHARGE E', IMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEW4TE
C 9
S'TANOARD FORM C— MANUFACTURINC,ANb C tMMERQ MOORESVILLE
SE,
CTICtN i. APPLICANT AND FACILITY OF RIPT1c�N
LXnless carer %t so,.cifitc on this rm all items are tot be completed. it a(, item is -not aPPlicatite. indicate
A00ITtONAL INSTRUCTIONS POR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET A .',NC`V'"'!).`f 11 l
eOOKLET BEFORE FILLING OUT THESE ITEMS.
please Print car Type
d d "umber Ccar caratican
Legat Name of APPticznt
lot Cresent Lan an
.(see insttucti+�n.i ;` �..
S, hxaiting Address if APPlitant
tsee i0structic nsl 2�1d 2 24 e t tree P . C? . Box,308
Number
City
ttizb Carlt�tte:
NO
State
Zio Cade t o d,.'
7
..__,.•..., t"s Authorized Agcnt x'^:
:n>(a:I:a, c,r 1'y
u iszut�r.� 'b*,
ruetitans y a
and Title 4D3 N
wet & Street Address
saac.i------------------
Charlotte
ade 10 ,
2 230
tone tta�f- ..�
' Area Numoer...
APPtic:tian coda
Jous t:PPli"ti rn for a
I or Federal discnargc cef-
Otto mace, give Int date
Ovation. Use numcrtt
YR MO DAY
for date. ttat
I tdincd In thl5 attAllcatian and that to me best of rrgy+` knowfedge ands t)etief sctett irti prat+<.n
d,+"(jtaitiar,ltt+ the information con
)fete, :and accvratlti..
Hobert D enst 1014 Vice -President _ Residential Dev,
Title
:Printed Name of Person Signing
a YR MCa CSAv
t taz�
. ,. I Daft APPllcatlan Sigttcd
ylgnature of Apolkknt. or Authdrl,ted Agcnt
r c 1 2) erarely~ d s t o ;fir -person ctirvlra
`i
reTJre6C1 ,'. jt7i, or ce_r. _ t C?Ca^°' C; Ei,r
f le*or rrt,uiretl �� be rarinimined unc9r_r t.rtacic� M1 car r(t
a�l,eMc,-:Ii~ Co�..� c6jOn �emt nti.nt �Lh ar Article, or wbo f al ,.i: it.
L rzmre-r: I t'is ,
raaceLtrstfa anr.ecordinj- rax rtnni t car .n dez" rc or meLlinti rer . rt�i: t`e+ Idea
'w`c�nmC 4?._rla er�r.t Ccltn s :
a�a Mier 1.rt_c.'f: 1 or reyurttar, na lace rar" to e.eee�
.r ic1e, h:l?. t,rx i1.cv .`. a misde eano saur� �..r.�Ir by _..
,r U.S.C.Sta.cr o"a 1001 prori
rrisonrter.t' not tc c_:ccce si:: wonths, car L- tic :t, l�� .
find cal not r r ;lain S10,000 or
iTnn =o arlc t not rarrc than �'r ^T t,r
e: r,r

j
i r art .c v n
t/
tt�' it'! (1cc i0suvrOO 11
J-I 1 _
t
D
,
5. Fm Citit;'(J,c
fti filC.. Ow CrXn;t7• Inc;
:: {tea Lti4
: ttri:..tJn o< ttXt Otani xae
Pr�yXlCak
ddLYating lactiliy" wilLr€ dis-
dtr, c+'
Cnargc{si cos i.5r watt dtGur,
„� .t.. Treat
LurCa Coo �' a e 1 rea 4.
tc5a
Z
Cuff Luray Avenue - Lake
,,,,.ncfsniP {Public. f':liwatc Of
tAi{7
0r'Ul3 t? V iWl iit�P
and Prdvat€j
:.
.,
3t Fcd€ral Facility
105C
r�
u FEC7.
cn€ck binCYc
GSA .nv€ntdry cdntr Cat
tyY /7t
and si,c
r4umbcr
't,.'escatton
Luray '.Avenue
Street L, Nurtbtr
105c
105f
Y
Ciy
Mecklenburg
County
NC -
1OSfi
State
Residential
«&. t*taturc o{ gustncss Stxtc the
10CA
s
natrur Y5{. tine business conducted
_..
... at the'pfint'oY: dperatitSjr fattttty,
:,
lash
AGP_NCY USE
7. ; Fxcwty tntike jyat€f (sCC tnstrut-
:.
.
14o0s3 tpdicG;<te water Intake votume
Per day by sources. Estimate
day to thousand
averag€ volume Per
# :
"tions Per day.
.
thousand gallons Per day
muttitittat of priaate water system
thousand gations Per day
•tfl7ta=
,
Surface wate(,
thousand rgattons ix day
Groundwater
107e
. thousand gallons per day
107d
.
• :..
::
600 thousand gattons Per day
•,
10 7 rr -
,chat tier" 7
.:
N/A
'tY'. nr:r rris intake water. tron'X
107r
r
r
r•
. rd#ner,' sPctity the source.
:.x : FsCit tty .s it r.. kj" Estimai.c
o,r day in Lis t}us.a Ytd
� :_
:.. _�.
:-" •.
..
vdtume
for tne.. following
,rations Per day
water:usagc at: Yn+:
tyocs of
(X.€e ;e Struction$)
Iota
th27V sa ndgatidns Pcrday
tvcrrcontac: tooitn9 watot
..
tCiEks
tilOUXa ttd galtdnS Par day
60!iC( Yccd water
Y>r Cyt cis waSCr tinCtV tling cdnfxGt
•
1d6C
mout-nd g aitdnXPaC day....
.
t ddr trig wat<ri
load
(fir�}x
x✓i7 trio"sand q+itonY Pcr oay
"r
5',a ntary wat �`r
too-
__..._----•- trYouund 9tw4 & P<r dsy
,. .
t
I ,
.
' {tit �YYa.alid pat t+5rit P:.r•d aY
'iCsirt t{(m
lox(
r ener< r,r a i
10xv
r
ti inrrc .� 'rr fl�tnry' w:a t:+ uir, q,vc
low t,
6,000 h.�pjt,lo X..r vn r!
trot nv Dtr at: ncotX+c-.+crvcri.

3rtgpUjOgoS xa d SSODOld qu wgPOJ , 9
TT r7ruv
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u c z uT ua vUTUlTT3 d T
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E1j :: •° . ,sau#ii. d# so61r041p olf
f� lClSt tS60#'• axunle�a pug sa�SJrttoslP h3!}t�rd
O V(�39 " 1
X'
,,. .Lj613t tj6Qt.
r " . , + r tsII6Ut° uxxl,i oPx,rr#daP�c a#sr,y�
r=xlCD1' t +
r #ISSi?i SxC}l>#Patti# ilotA
ZS6CS1
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luanl3la
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s'SulPd "iCrP Jad siicat}r6
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,LL.. r JCx P>bJ u x}P Js r— }ts auxnlox
Put %1%)!Od abxru'> t Sa Jagtunu
.uxn}u,x lxuKilS:ritxxsv!
+ 'J•Stl >SJ r,x xsp }wr J>.RWOh4 :sxxx o"'}
pot sDJr�tasi �} hs�}la r;! }att

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y =
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001
t Rctfvity Oe+criOtic n Give a V c . 'W % t�E'Tl�'rated ft . ��1�' development
riafrat+ve oc.Criot+on of activity ,2Y' .
araoacngtr+sd+scnargc.#sec `: ,.-will be Stritkly domestic l,n origin frOtYl
'.. inStr uCC'ranSf • •.. .•
..,residential sources.
't4. P.ctivitY Causi++g O"Chsrgc For
,each SIC Code which destribet N/A
the activity tausfnq thin distnartte,
suPoly the type x'nd mxxfmum
amount of either the raw ma ter+al
consumed {Item 14AI or the Product.
produced (Item job) in the units
so"Ifi d in Tattle I of the tnstrut-
tion SCOWet. For Sic Codes not
listed In Table I. use raw insterfat
or Production units normatty used
for measuring oroducticn.#see
Instructions)
F A. Raw Materiats
Max+mum tlnit Snarce C7istharges
stt rfC Corte I`farase Amountl0ay #See 'CaI>Ie 0t5cr:af Nur.tttcrt
t gt4x #ii : #2 #3
SrC t de r„ c
rs
}
+
I1

(''),f,C ArC''f,.
'
-----� - -"-"''
f' C3 rx .: n G C N C Y V S CI
TI-1
MII,
ti. *,^faxc< j1UJft maixt.
G�Iastewaters �as11 be,,con�eyed tO central
r
treatment and discharge of eff luent to
"_.l ' ntLLfor «..«-
*y
`Treatment i4ill. Consist Of influent pumping
Lace Wylie.
with the following treatment component:
if required, along
Flow Equalization, Lone `Perm Aeration
as a minimum:
_(Activated Sludge), Mechanical Clarificationwith
d post aeration r
ion, chlorination and �_.__
sludge recirculat
and effluence �fzltratacn
~p,
tsr,
{ik. #2)
Witte RbatemcntCox?cs
t the coots tksted en 17,30ic
_ tr�(1 Tk
01
rs+n9
tt of tnetrtfUtXct on Booklet.
(4) . r rr nThi
descrkot the „axtr aosteas+crst:
SkFR(7R (tt}Y--
vroccsses for tmis CfiscrlAfQC in
{�}
tits ofoer in wh7C11 they acetic
(2{1} 01)
If tsottibtc.
{Ie} (IS}
(16k (17} (28}
(z0)#2k}
(Z2) {2JI t2e}
«
{25:}

_ tt
rc. Waxt< atar Ghxra Ct <r[i tiGx «r' On a<tklAt anatyitS
Chtci# ifnC box heTttia eacrx Cci xx txCiUcrnt +�rh tcrx rx Ofcsrftt In ttxc cfrtx,tcni Iq iserrart~c atctl. 'rr,ti t7ttcr minaifia rr i5 ro ttc taa5cd a
tar bc'3L axttmaix..�rcc;oWurt c.. j ... • m ....®.,,.---- ._
c
.� �. _ ....: .7
"'iaa ra rrrc to ' ,
�` Paractcr �, .216
2I6 c
color Copper
00050 01042
Iron
Arnmania 01045
00610 i,cad
0rpnicn'ttro crt 01051
()0605
hi agncsiutrt
i tra tc 00927
00620
" nitrite h4aneanc;cc
I1t161 S 01055
1Icrcury
Phosphorus 71900
00665
Sulfite" _ a htofybdcnurrt
009�15 _ 01062 `
l ticktl
Sulfide 01067
007s5
Selenium
Since 01147
00740
Sii�cr
g rorn idc O t C177
7170
Chloride potassiurn
00937
00940
. ivrn
C'yanidc 00929
007?0
i"hatltsrrt
lrluoridc 01059
00951
'fitanurrt
Alurriinurn 01152
01105
Tin 1
Antimony 01102
01097`
Zinc
Arscnic O t 092
01002
w, - { tli,ieidcs' ,
B,:rylliurn 74051
01012
C'ltlurinatcd cart inic cixtnpx und> t.
13ofiunt 7t05 ..
e. 0100 =
Pcsticidcx'
13t*etxn 7�053
tm22 _
'
C'2dillitint tsts$Stt
(1102 7 _ ..... _. ..:.._._
I'Ireiz++Ix
<"alciuni 127+0
rul9 16
r'1#rea#niurn SCtEih(I
fft...�.... ......�.. ._.....,._.....mom_.__. .._..,.-.. ...—
--^-""" ItSdtrxac:t#a"SCt"'
1cialculifnrnt ksuc cria } 7^i{15i1
7 a ca S 5
-Spccit•3` subsunccs, cn#ztfxtrunda andlor cicnlc`nts in3:crzi 26.
pre ticidcs(iwccticidcs» Ctin,icsdcs» znd rodrn(ic-idc;) rnut.t be reportcd in icrrnsor tltx y7z31,1c Common
r atzicc sprci t`t1 in Acceplak, Common !'fern t un l C'l+t'rnr"rut f1't rri S JcSr tlr /n"iz i+'cr#if Stc�tt,ifsrt r1
1r1tr`crcltt.vht`!r^?rc#1„clitixrn,l:nuits,ttrncnt:#1f'rntcctr;'rn"a.ltcnit.xrs,t).C`.'i 3
rcg aircd by Suirscction I62.7(la) of the Rcf;ulatiom for the dint"otccnrent of tha FW':ta11r��cricidc,
1'xaritaci ir, (Ad Rodcriticidc Act,

17. C3•KGrt tr tlon ta# to fx 4t..xnd Anticipated Limits
rot, o <o of the px txrn tatx ItiS.d t e w, .nfac In the xf)t rot Yix t+ iX it)- v.tu,( or coda Snit., xnxwar tutt. 7 for,{xan fnxtc cilans$
fn xxidtttor�« •nt.rt the pxrxrn+t* r n.M. xnd Cod.#no xtf rertutf.d v,10,A for :ny of. In- fo(10Wtnq �xlxmef+,x tf tFtoy w+*t. c31oC k.d to 4to 1<
rx+fantar m, 110C. Pt'� nOilx oil ♦,no Vrc %
'M'no ntn; GY+ntrY e, xfs✓mtnum,":xrxentcr trrrYtttsKm, ¢xdmtu m, e'rrdmto ttt, cao O+r, f +ncf. (v�ctt+�r Y. nt€k at. .
xnd cntortna (:4..400xt):: ,
>
E*asarjctct and Codc
. v �
= u
Q
�
FE
.+a
«
�
.<;. t t1-i
0 fat
.'-
()
(2)
_ (3)
(d)
(5)
(6)
(7)
(E
Floor'
() w 6
Gallons per day
56
Ir
Untts
t06
G
�
00 x
Tcxnperaturc (wxr'tter)
74028
Tccratzxc (susztct)
. 1*
74027
Biochc ic-1 Oxyg=n i}crn=d
(DOD 5-y)
250
30
rngJl
,
00310.
{GOD
Y00340
FTnxnd
onliitcrbk)
250
30
530
0530
pcifcca
$cCoriductzntx
rntcrornhos/cm at 25' C
5
Sctticablc Matter (residuc)
00545
-Cher di.achVgcs shatirig intake now (<criat numbcr.�).(:.Cc irti L.ructioni)
a � 1
i z-

01
I
0 x
{jt f
1
It
J JJJ
t c. print Controls Cl rci, If the tot- """t:t
,Owing plant controls arc avaltabte ;� w....
}
for this dtcnafgc. .. ,
ARtMAtc PO-ef scurcc for major iz
pumping facthty, r„ ,
Alarm of 0-trgcncy procedufc for ! CRALM
ppwcr of cculp cnt fa+turf
s;omoicte ttcm 19 If dtxctisrge Is
from Cooling and/or "Stv,bm watt(
pcncration: and.,ratcf treatcncnt
ad:ditl—r are usctf...
fg, Witt,, T`xY a:tmcnt 6�i.GCtt k»r cs: if thri
C tic Flory» is trcxico .*'Fitt, any con-
dtttfsncr, In`hlbttor, rtr airy iClCc, •°<5r
an s.^rcf'Mt, f,0110wtny,'
,r
of
49
i
ant, 'c'o.r:. "t
7iib .. _.....
I
f Yr [ 0

. d. t.ntirnfCai tixnyaoxl4lon rsf #n-<a
.yea t
4 ..^#oitx r{t {t«rr tnsifur,:tlrrni},
;:a
,
it f7 ptc#: +#rmr 20.25 If theta Is a tharmat
r
disCttafga .'
•'
.
Ats<KfAtad With 'A,rteArh`2ndjpr pt>war,gcne(]tl.o
fl ,,
pIAMt. Steal mill, pctrotaum rasfincry. or anY.othor
manufacturtn9 pfOct$$) And the total dlsChAr4?a stow Is.
2 a snittion Vitions fsar dAy or Mora. (s�Ca
Instructions)
20.Thermal oischarve Sourca Check
7*
`
the Approprlata RCM(S) indlcattng
a
file source of the discharge. (sea
fi r
Instructions)v
.. .
Boller Slowdown
° t Via.
Q SLSO
Soifer Chemfcal CItAning
j.� 3 ,z�
r; r
(3 SCCL:
,
ASh Pond CWarftow
OAPOF
Boller Water Tfeetmant ^ I;vapork-
a«-
tor S#'ow#own
Cit: or Coal Fired GIAn€s — Effluent
*'
00CPF,
from Air Pollution Control oevices
's
AConelans4 Cooling Water
t , ti0
CCIt" o. "
Cooling Tower. slowdown
s n
A
0 CiSC?
AnufAtturtnC Ps s
z
[ M PR
Other
0Tia
•
21. CitschAr9e/Reoatvtnq WatarTempar-
a
'
Acura i3ilf4r*ne.e
r"x"x
�
tva the meximum temperature
ci ffarenca between the dts hacgo
r?
,and rrcalv�ing waters for summer.,
and win€er^ operatt+ng conditions-
s
(sae Instructions)
a 22Za,.,
, ,
Summer
:�. v-
x § D"
OF.
Winter
• 22, C7lschsrpa Tomparztura.. Rate of
p�pp /
A oF./hour.
.
Cb 9e Per hour
iY
Give the maximum possible We of
temperature than" per hour of
dtscnar under opefAting con-
dttlons. see instructions}
�WAtcr TemParature.. Percentile
7�++y` ,.
N/A
Report (lcraquantyof Occurrence)
;n "tne table below, :anter the
in
r .
tempera tLi re w*51Ctt is exceeded ICiSG
..
,.
e.. •'
of the year; S% of the year, l% of
'
the year and not At all (riiaxlmunt
1
yearly temperature). (s.aa instructions)
Frequency of occurrence "
:i
.,w..:._'
10%
5%. 1X ."AAxlnaum
a. Intake WAtar TeMoerAtura
� 4
:,..
R Z Z.A .
oP
OR OF oc
-
(5ubloct to nAturAi tnanpasj
Or
or OF
b. ' 11Cnatyia wAiar Tamparatura
'.'...'P. b
L� icv
2d, kNA #ar Intak'c VetocttY
:"4
tJat.
(tea lnstructtonil
j
/A
25, Ret•nitan T.tma G#va the tertpth of
."..21
MlnuteS
• tlm.. to tnut—. tfnm Start dl
t rat:r [ampa+.Rare rltu to d#aCnarv.
{
of coufln f Water, isti. tnttruCtl nY}

t nFe:CrCRIAx- NUM a C r2
p x7 Cti(•+n.i tFit vtrtr....iax,..axS6e Attached.
" 11-

fO IRI A C t� I U 5 C
jNC
r
TANDARD FC�R,*iC -'--� MANUC-ACTURING A!7D CON1,mERCIAL t
W:tkSTE: ABATEM -NT RCO UIRCME TS St (MPL.EMENTATION (CONS7RIJCTiONI SC# CEi)UL E
SECTION 1 T.
. t% se: icon rtauF:rc: datforrnatlan°on any irncctmntct-
d fmptcm"tntatton, schedutd which rixAy hive been:imoot.d far construction of waits AaAt+
.• tt taCtt#t#et< Sutn rdttutr.rfctnt%And tmpttmtlite
s., A copy of an raft#e#at Imotementxtfon schedule staautd be Attached to it"'; "Ott t! art*
*.'.«.an. inAddition to Con"( otattng the itrttowtn9
Y'ou ARE SUBJECT TO SCVCRAL OtFFvRENT IMPL.CMENTATtON SCI EOUL S, EIT�fER BECAUSE OF C?tFFGttf t t LEVELS Of
STAGCO Or SEPARATE OPERATION UNIT:
:TttO #Ti' IN.'OStfvC=f3iFFCr PidT SCHCDLJLCS (firm 12.1 ANC IOR CONSTRUCTION
•m icj 5UStAIT A SEPARATC SECTIcrrt tit FOR EACH t Olfw
FOR AGENCY -USE
Ira tt rovdtnta :
3136
� .ref-`'"�rr �`34t x�t€+.xr'a
x .. .w
a. C3tACnsrge :Strtai Hurnt>4r
.,,
001
Atf.ct.tf List the dbcb'rga.:
serial numbers, ats geed In
Section It that are covered by
* this Imotamtntatton schedule.
q x a.
b. Auth*ftty ImPostng R.exufty-
t �,
meat% Cttieck the appropriate
xtt
r
Item indicating the: authority for
Impfe ttnutton schedutt,. If.
* +
- m •.
}
' the IdentIcAI ImptemtntAticsr%.
,' v
"
$CneCduto nAs been ordeddd by
-
mart than one authority. checkr
z `
Me Appropriate ttemL {Sit:
to%tructtorr%g
� i
°
Locafly ddvdtoped Plan
317tb
a r:
QLOC
Are,xw#de PtAn.
ARE
' BASIC Ptan
d
Of.$a
StAte approved tmptementa•
Y h
�rtaQS
Lean scnccstrtd
Fodcrat approved water
du4tiry standArds Imistemtnta-
Owczs
tion PtAn.
Feddrat enforcement OfOcod-
r
( ErfF
Ore or action
t �t
x
«
OCRT
State Court Order
0 FEGt
Federat Court Order
,A
FAcft#ty Ftdrtu#tdm.'nt. Sttactry
x
the 3-014r4Etar Cock of those$..:
w k.
3 cnaractdr
fisted below that blest describe%
x ..
.{ n; €gt$
'
In "ne(at term% the adcutr< a .
'I
r
New t
Me:nt of the Imcferrentatton
schedule and the afr pflcabld:%tx^
a
r
''
tnarAczdr AdAtement cads(s)
a
:.
. from Ta bile it of the lnrttvctlan -.:iti
d'
E+-character Y~
"
bookiet. If mare than and
3
{spec#f#leg
%Cn dGute Aoot#c% to the facility
of stAgdd construc-tion
,...
. , 'y"abtd !t)
PEQj. AL, PSCREEt BACTIVr PSEDIM,
tyccnute
schoovtt• %:Ott the stAg• of Con-
MPn S A SAROB r CLLDIS
%trtctton beinga.tCttocd here
.,.
PMlXi.D, ,
whit the 3pvroprlAtc general
'.
" action COOT . Suomtt a scoA:rate
..,`
Sdcttan tit fat eAcn stage of
*..
com-trvctlon ptAnnetl.
".
t:f�I[tCAtfon {na
„rr.at iP, 4 p+ttty ar tr.Atmentl NA0Cl
1 ra C
tact «Aa.o to C+o,city.
INN
l ixG ae. SK to Treater*
w l.:—1
ti rat it In Cr e. vs'.t�a Yr�..r
-c C.t-ctt IC.T
err �,"tit t_,rvt Y
' r'140
Im t..a
C; ItrxrinAt #.7n tlt t�ti
r„x.,.n.

is
10-1 }ruo6,8
r'
r x� s .. �y�.ikK uri'rag a5ars3>rtCt 'U
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