NC0077453_Complete File - Historical_20171231

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 271611
James G. Martin, Governor R. Paul Wilms
William W. Cobey, Jr., Secretary Director
December 6, 1989
Mr. Dale C. Stewart
Land Design Engineering Services, Inc.
1700 East Boulevard
Charlotte, NC 28203
Subject: NPDES Permit Application
NPDES Permit No. NCO077453
Crescent Land and Timber
Lincoln County
Dear Mr. Stewart:
In accordance with your request received November 27, 1989, the Division of
Environmental Management (DEM) is returning your NPDES Permit application. A copy of your
application has been submitted to our Central Files for future reference.
Should you desire to reactivate your permit request, please advise the Division of
Environmental Management in writing and resubmit the complete application with the
appropriate application processing fees. Please note that construction or operation of
wastewater discharge facilities without a permit may be considered a violation of the Division of
Environmental Management regulation 15 NCAC 2H .0101 and the North Carolina General
Statutes (GS 143-215.1).
If you have any questions, please contact Mr. Dale Overcash at [phone].
cc: ce
r. Trevor Clements
Mr. Jim Patrick, EPA
Mrs. Joyce O'Connell
Sincerely,
Don Safrit, Supe
Permits and Engt
C. DEPT. OF NATITRAL
RESOUitCES AND
COD11,%JUNI1 Y I)EVELO1 , zNT
DEC 0 6 !989
Pollution Prevention Pays ^; �JE ENVI NNMEN1Al MANA6EMEIl�
REGIONAL aff'CE
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone 97I,Ih-7015
An Equal Opportunity Affirmative Action Employer

DIVISION OF ENVIRONMENTAL MANAGEMENT
October 17, 1989 Z
6�
MEMORANDUM
TO: Dale Overcash1ti+
Yae
THRU: Trevor Clement 2
(i
Thomas Stockto
FROM: Jackie Nowell��
a SUBJECT: Return of Wasteload Allocation f ZJ
Land and Timber - Lake Norman
NPDES Permit No. NCO077453
The Technical Support Branch is returning the wasteload allocation
submitted for the subject facility pending further investigation by the
applicant concerning the feasibility of a tie-in with the existing Lin-
coln Co. WWTP (NC0074012), which will be expanding to 0.500 MGD. With
regard to Crescent Land and Timber's long-term wastewater treatment
needs, we recommend that the applicant participate in the design and
development of a 5.0 MGD regional WWTP being considered for the Lincoln
County and Catawba County residents.
Based on conversations with Mike Parker of the Mooresville Regional
Office, Mr. Tom Cox, Engineering Consultant for Lincoln County, and a
review of a map showing the proposed service area for this regional
facility, it would appear that a lift station will be constructed
within a mile of Crescent's proposed WWTP site. These preliminary
engineering plans indicate that a 6" force main extending from this
lift station would cross the lower portion of Crescent's property.
Therefore, we concur with the opinion of the Mooresville Regional
Office that it would be better environmentally for Crescent Land and
Timber to connect with the proposed Lincoln County facility rather than
discharge their waste directly into Lake Norman.
If there are any questions concerning this matter, please contact
me.
cc: Steve Tedder
Dennis Ramsey
Rex Gleason
Tom Cox
Dale Stewart

FIr
MEMORANDUM
TO:
THRU:
FROM:
SUBJECT:
DIVISION OF ENVIRONMENTAL MANAGEMENT
October 17, 1989
Dale Overcash
Trevor Clemente
Thomas Stockton
Jackie Nowelld�
Return of Wasteload Allocation for Proposed Crescent
Land and Timber - Lake Norman
NPDES Permit No. NCO077453
The Technical Support Branch is returning the wasteload allocation
submitted for the subject facility pending further investigation by the
applicant concerning the feasibility of a tie-in with the existing Lin-
coln Co. WWTP (NC0074012), which will be expanding to 0.500 MGD. With
regard to Crescent Land and Timber's long-term wastewater treatment
needs, we recommend that the applicant participate in the design and
development of a 5.0 MGD regional WWTP being considered for the Lincoln
County and Catawba Cjunty res-Ldents.
Based on conversations with Mike Parker of the Mooresville Regional
Office, Mr. Tom Cox, Engineering Consultant for Lincoln County, and a
review of a map showing the proposed service area for this regional
facility, it would appear that a lift station will be constructed
within a mile of Crescent's proposed WWTP site. These preliminary
engineering plans indicate that a 6" force main extending from this
lift station would cross the lower portion of Crescent's property.
Therefore, we concur with the opinion of the Mooresville Regional
Office that it would be better environmentally for Crescent Land and
Timber to connect with the proposed Lincoln County facility rather than
discharge their waste directly into Lake Norman.
If there are any questions concerning this matter, please contact
me.
cc: Steve Tedder
Dennis Ramsey
son
Tom Cox
Dale Stewart
1q. C. DEFT. OF NATURAL
RE. SOURCES AND
COMJIJUNITY DEVELOPMENT
0 U 2 3 1989
DIVMILKEs ILLE�Rgl%L OffICENT

NPDES WASTE LOAD ALLOCATION
Modeler Date Rec. #
PERMIT NO.: NCOO "2 i 4.53
FACILITY NAME: er,-SCPC71J 7,�/,)bek,
Facility Status: EXSSMM cy"O�
(circle one)
Permit Status: RENEWAL M0011FiC.ATM UNPERI►!TrTED
(circle one) /
Major Minor v—
P1pe No: U C)
Design Capacity (MGD): o° C
Domestic (% of Flow): % C
Industrial (X of Flow):
Comments:
RECEIVING STREAM: LaAe /Vor6?0
Class:
�l F
Sub -Basin:
Reference
USGS Quad:
E 5 s�
(please attach)
2— n C O Vj
County:
Regional Office: As
Fa Mo
Ra Wa W1 WS
(circle one)
`- 61 y_0y1 Ci"—Date:—
Requested
By: � � •
Prepared By:
Date:
Reviewed By: Date:
Drainage Area (mi2 ) Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC X (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
Summer
Winter
BODE (mg/1)
NHs N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. (/ 100ml)
pH (SU)
Comments:

k�
Z.
T C",
INC( C
_J
C
Boa
Ramp
— I-- �. 11
cem"
PLANT S ITE
K
%V tcr
w
'NT LAND B. TIMBER CORP.
3'S CHAPEL ROAD I TOPO MAP
�F — (El S�'C TH:A01F G E
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77
IRE-
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FIGURE 2
La�46DeS7'.qT4_
Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203
I

NPDES STAFF REPORT AND RECOMMENDATIONS
County: Lincoln
NPDES Permit No. NC 0077453
PART I - GENERAL INFORMATION
1. Facility and Address: Crescent Land and Timber
Post Office Box 30817
Charlotte, N. C. 28230
2. Date of Investigation: July 24, 1989
3. Report Prepared By: Michael L. Parker, Environmental
Engineer I.
4. Persons Contacted: Mr. Dale Stewart, Engineer
Telephone Number: [phone]
5. Directions to Site: The proposed WWTP site is located
approximately 1000 feet east of the junction of S.R. 1379
(Webbs Chapel Road) and S.R. 1376 (Burton Lane) in eastern
Lincoln County.
6. Discharge Point: Latitude: 350 31' 06"
Longitude: 850 57' 30'
Attach a USGS Map Extract and indicate treptment plant site
and discharge point on map.
7. Size (land available for expansion and upgrading): Ample
area is available for the construction of the proposed
facilities and expansion, if necessary.
8. Topography (relationship to flood plain included): Proposed
site is above the high water elevation of adjacent Lake
Norman (760' elevation). Topography ranges from severe
15+% slopes to gently rolling 2-3%.
9. Location of nearest dwelling: No existing dwellings are
located within 1000 feet of the site.
10. Receiving stream or affected surface waters: Lake Norman
(Catawba River).
a. Classification: WS-III, B
b. River Basin and Subbasin No.: 030832
C. Describe receiving stream features and pertinent
downstream uses: Discharge would enter main channel
of Lake Norman approximately 0.75 miles north of a
second lake discharge (NC 0067784). Receiving waters
has frequent human contact including swimming, wading
and all other uses as pertains to this classification.

FPage Two
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
a. Volume of wastewater: 0.900 MGD
b. Types and quantities of industrial wastewater: N/A.
C. Prevalent toxic constituents in wastewater: N/A.
d. Pretreatment Program (POTWs only): N/A.
2. Production rates (industrial discharges only) in pounds:
N/A.
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart: N/A.
4. Type of treatment (specify whether proposed or existing):
The proposed facilities would consist of three (3) 0.300 MGD
extended aeration WWT facilities connected in parallel
containing flow equalization, extended aeration (activated
sludge) with clarification, a chlorine contact chamber,
tertiary filter, post aeration, effluent flow measurement,
aerated sludge holding tank and stand-by power.
5. Sludge handling and disposal scheme: No disposal scheme has
been submitted at this time. Should be required prior to
issuance of an A to C.
6. Treatment plant classification: Class III (based on proposed
WWT units).
7. SIC Code(s) 4952
Wastewater Code(s) 05
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grants
Funds (municipals only)? No.
2. Special monitoring requests: N/A.
3. Additional effluent limits requests See Part IV below.
4. Other: N/A.
PART IV - EVALUATION AND RECOMMENDATIONS
Crescent Land and Timber Corporation proposes to develop an
825 acre tract for single family residential housing in eastern

Page Three
Lincoln County. The proposed development will initially involve
approximately 0.300 MGD of the project flow, with the remaining
0.600 MGD coming from future service to neighboring properties.
The applicant's engineer projects the WWT facility to be built in
0.300 MGD phases until capacity is reached.
The site appeared suitable for WWTP construction provided
all applicable buffers as noted in NCAC 0.0200 are met.
The staff of this Office, however, recommends that this
NPDES Permit request be denied for the following reason. Lincoln
County currently has under construction a 0.100 MGD regional WWT
facility (NC 0074012) approximately 5 1/2 miles from the Crescent
site and has a proposed sewer outfall line passing less than
one-half mile from Crescent's property. The Lincoln County
facility has requested approval to expand to 0.500 MGD (a request
is currently being processed by DEM) and approval is anticipated.
Furthermore, a larger regional WWT facility, ultimately serving
southern Catawba County, eastern Lincoln County, and possibly
northeastern Gaston County with a design flow of 5.0 MGD is being
proposed at a site below the existing regional WWTP. According to
Crescent's engineer, this development is not expected to begin
for at least two (2) years by which time capacity and sewer
availability from the Lincoln County Regional Facility would be
in place. Therefore, it is recommended that an NPDES Permit not
be issued because a viable WWT alternative is available to serve
this proposed development based on the projected construction
schedule. If an NPDES Permit is issued, it is recommended that
effluent requirements as have recently been recommended for
discharges into Lake Wylie (BPJ) be applicable in order to reduce
the potential occurrence to eutrophic conditions in Lake Norman.
These limitations are as follows:
BOD5
NH as N
D.8.
15 mg/l
4 mg/l
5 mg/1
Concurrence with DHS is required prior to Permit issuance.
SigfMture of Report Preparer
/ � 4,/�
Water Quality egional Supervisor

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Ines indicate selected fence and field lines where (� FOR SALE BY U. S. GEOLOGIC
m aerial photographs. This informatior. is unchecked DECLIrIATION AT CENTER of SHEET
A FOLDER DESCRIBING TOPOGRAPHIC I`

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RECEIVED
VISION OF ENVIRONMENTAL MAIIAGEME10
'JUL 19 1989
MOORESVILLEtate of North Carolina
RE
Department or (I na"turat Resources and Community Development
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27611
James G. Martin, Governor ow 6 i R. Paul Wilms
William W. Cobey, Jr., Secretary Director
4?.�? 7, XjbiOi
Subject: NPDES Permit Application
NPDES Permit No. Ncoo—,F, -1-.53.
County
Dear
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 begin:
Application form (copy enclosed),
Engineering Proposal (See Attachment),
Application Processing Fee of $
Other
If the application is not made complete within thirty (30) days, it will
be returned to you and may be resubmitted when complete.
This application has been assigned to
(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,
`(A rthur Mouberry, P.E.
Supervisor, Permits and Engineering
cc:
Pollution Prevention Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
Equal Opportunity Affirmative Action Employer

0
• ~ t_ I y 1 i \ U III IL,1 , ,. _ . ,,,,,i ­­ , —., , v ... ..... .. ._. _ .. ..
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM C — MANUFACTURING AND COMMERCIAL
.7io.11vb
.:1 �SD.ad
y..'N_ Y%
ergo. ? ?`d 5 3
J U L 13 1989
SECTION I. APPLICANT AND FACILITY DESCRIPTION
PERPII
Unless otherwise specified on this form all Items are to be completed. If are item Is not applicable Indicate A.' " `- ""'t I` al
t
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOO'CLET S INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1. Legal Name of Applicant
(see Instructions)
2. Mailing Address of Applicant
(see Instructions)
Number & Stre
City
Slate
Zip Code
3, Applicant's Authorized Agent
(see Instructions)
Name and Title
Number & Street Address
City
State
Zip Code
Please Print or Type
Crescent Land and Timber Corporation
400 south Tryon St., Suite 1300,p. 0. Box 30817
Charlotte
North Carolina
28230
Robert B. Dienst - Vice -President
400 South Tryon St., Suite 1300,p 0. Box 30817
Charlotte
North Carolina
28230
Telephone .1.03f:` 704 382-2041
Area Number
4. Prcylous Application ; Code
If a previous application for a
National or Federal discharge per- ;k>
mIt has been made, give the date
of appllcallon. Use numeric NSA
designation for dale. 104 YR MO DAY
I certify that I am familiar with the Information contained In this application and that to the best of my knowledge and belief such Information
Is true, complete, and accurate.
Robert B. Dienst
<6 oze:.
Printed Name of Person Signing :• e+
Signature of Applicant or Authorized Agent
Virg PYPRidpnf — RPSidPntlal Dev.
Title
89 7 5.
YR MO DAY
Date Application Sloned
Carolina General Statute 143-215.-6(b) (2) provides that: Any person who knwingly makes
lse statement revresentztiol, or certification in ahy application, record, report, plan,
1>

5. Facility/Activity (see Instructions)
Give the name, ownership, and
physical location of the plant or
other operating facility where dis-
charge(s) does or will occur.
Name
Ownership (Public, Private or
Both Public and Private)
Check block if Federal Facility
and give GSA Inventory Control
Number
Location
Street & Number
City
County
State
6. Nature of Business State the
nature of the business conducted
at the plant or operating facility.
7. Facility Intake Water (see Instruc-
tions) Indicate water intake volume
per day by sources. Estimate
average volume per day In thousand
gallons per day.
Municipal or private water system
Surface water
Groundwater
Other'
Total Item 7
If there is Intake water from
other, specify the source.
R. Facility Water Use Estimate
average volume per day In thousand
gallons per day for the following
types of water usage at the facility.
(see Instructions)
Noncontact cooling water
Boiler feed water
Process water (Including contact
cooling water)
Sanitary water
Other'
Total Item 8
*If there ore -discharges to
'other, specify,
If there Is 'Sanitary' -water use, give
the number of people served.
FOR AGENCY USE
N� �'�: .>� ., {..a
Webb's Chapel Road Treatment Plant
Off NC 16 - Lake Norman
❑ PUB )UPR V ❑ BPP
❑ FED
N/A
NC 16 and Webb's Chapel Road (SR1379)
Lincoln
North Carolina
Residential
AGENCY USE
thousand gallons per day
thousand gallons per day
900 thousand gallons per day
thousand gallons per day
900 thousand gallons per day
thousand gallons per day
thousand gallons per day
thousand gallons per day
900 thousand gallons per day
thousand gallons per day
thousand gallons per day
people served

FOR AGENCY USE: I
9. All Facility Discharges and other
Losses; Number and Discharge (see
g.
Instructions) Volume Specify the
number of discharge points and the
volume of water discharged or
lost from the facility according to
the categories below. Fstlmatc
Number of
Total Volume Used
average volume per day In thousand
Discharge
or Discharged,
gallons per day.
Points
Thousand Gal'/Day
900
Surface Water
Sanitary wastewater transport
109b1*
system
Storm water transport system
1Q9c1
109cl
Combined sanitary and storm
water transport system
Surface Impoundment with no
effluent
Underground percolation
0961.
.1.0912
Well Injection
109g1
i0992
rm
Waste acceptance firm
109h1
Evaporation
10911
109.12
Consumption
10911
10912
Other*
109k1
I 091<2
Facility discharges and volume
900
Total Item 9.
10911
10912
'If there are discharges to 'other,'
N/A
specify.
109m1
10. Permits, Licenses and Applications
List all existing, pending or denied permits,
licenses and applications
related
to discharges from this facility (see Instructions).
Type of Permit
Date' Date
Date Expiration
Issuing Agency For Agency Use
ID
Number
Filed Issued
Denied Date
or License
YR/MO/DA YR/MO/DA
YR/MO/DA YR/MO/DA
(b)
(c)
(d)
0)
1 1. Maps and Drawings
Attach all required maps and drawings to the back of this applicatlon.(See Instructions)
12. Additional Information
112 Item Number Information
1
Preliminary Engineering Report
2
Vicinity Map
3
Topographic Map
4
Aerial Soils Map
1,;
Treatment Plant Site Plan

FOR AGENCY USE
STANDARD .FORM C — MANUFACTURING AND COMMERCIAL
SECTION II. BASIC DISCHARGE DESCRIPTION
(
Complete this section for each discharge indicated in Section I, Item 9, that is to surface waters. This includes discharges to municipal sewerage
systems in which the wastewater does not go through a treatment works prior to being discharged to surface waters. Discharges to wells must
be described where there are also discharges to surface waters from this facility. SEPARATE DESCRIPTIONS OF EACH DISCHARGE ARE
REQUIREO EVEN IF SEVERAL DISCHARGES ORIGINATE IN THE SAME FACILITY. All values for an existing discharge should be repre-
sentative of the twelve previous months of operation. If this is a proposed discharge, values should reflect best engineering estimates.
ADDITIONAL INSTRUCTIONS FOR SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER
TO BOOKLET BEFORE FII.LING OUT THESE ITEMS.
1. Discharge Serial No. and Name
a. Discharge Serial No. 201a 001
(see instructions)
b. Discharge Name 2011)
Webb's Chapel Road Treatment Plant
_ _.---
Give name of discharge, if any.
(see instructions)
c. Previous Discharge Serial No.
It previous permit application N/A
was made for this discharge (see 201e
Item 4, Section 1), provide previ-
ous discharge serial number.
2. Discharge Operating Dates
a. Discharge Began Dale If the
discharge described below is in
Operation, give the dale (within 202a _
best estimate) the discharge YR MO
began.
b. Discharge to Begin Dale If the
discharge has never occurred but
is planned for some future date. 202b
give the date (within best esti- YR MO
mate) the discharge will begin.
c. Discharge to End Date If dis-
charge is scheduled to be discon-
tinued within the next 5 years, 202c NIA__
give the date (within best esti- YR MO
mate) the discharge will end.
3. Engineering Report Available
Check if an engineering report is
available to reviewing agency upon '
request. (see instructions) 203
4. Discharge Location Name the
Political boundaries within which
Agency Use
the point of discharge is located. r
North Carolina
state 204a-•--•--------.__—• — 204d
County 204b—_L11ics�ln _ 204a
(if applicable) City or town 204c _ XWFf
5. Discharge Point Description
Discharge is into (check one),.
(see instructions)
Stream (includes ditches, arroyos,
and other intermittent watercourses) 205a ❑STR
Lake X:E)LKE
Occan ❑OCE
Municipal Sanitary Wastewater
Transport System ❑MTS
Municipal Combined Sanitary and
Storm Transport System ❑MCS
IT_1

Municipal Storm Water Transport
System
Well (Injection)
Other
If 'other' is checked, specify
6. Discharge Point— Lat/Long Give
the precise location of the point
of discharge to the nearest second.
Latitude
Longitude
7. Discharge Receiving Water Name
Name the waterway at the point
of discharge.(see instructions)
If the discharge is through an Out -
fall that extends beyond the shore-
line or is below the mean low
water line, complete Item 8.
S. Offshore Discharge
a. Discharge Distance from Shore
b. Discharge Depth Below Water
Surface
9. Discharge Type and Occurrence
a. Type of Discharge Check
whether the discharge is con-
tinuous or intermittent.
(see instructions)
b. Discharge Occurrence Days per
Week Enter the average num-
ber of days per week (during
periods of discharge) this dis-
charge Occurs.
c. Discharge Occurrence —Months i
It this discharge normally
operates (either ihteriniltently,
or continuously) on less than
a year -around basis (excluding
shutdowns for routine mainte.
nance), check the months dur-
ing the year when the discharge
is operating. (see instructions)
:Omplete Items 10 and 11 if "inter.
iiltent" is checked in Item 9.a.
)therwise, proceed to Item 12.
0. Intermittent Discharge Quantity
State the average volume per dis-
charge occurrence in thousands of
gallons.
11. Intermittent Discharge Duration
and Frequency
a. Intermittent Discharge Duration
Per Day State the average
number of hours per day the
discharge is operating.
b. Intermittent Discharge
Frequency State the average
number of discharge occur-
rences per day during days
when discharging.
12. Maximum Flow Period Give the
time period In which the maximum
fift— of fhl. Ai«h.— _.—
ooi
❑ STS
❑ WEL
❑OTH
ZOSb
2062
20tb
207a
207b.
208a
208b
205a
209b
203e
_.DEG MIN SEC
DEG _MIN SEC
Lake Norman - Catawba River_
For Agency Use For Agency Use
Major Minor _Sub 303e
2070
N/A feet
feet
F9 (con) Continuous
❑ (int) Intermittent
7 days per week
N/A
❑JANI. ❑FEB ❑MAR ❑APR
❑MAY; ❑JUN ❑JUL ❑AUG
❑SEP ❑OCT ❑NOV ❑DEC
thousand gallons per discharge occurrence.
217i1 N�A hours per day
211b discharge occurrences per day
21 Z From N/A o
FOR AGENCY USE
0

'
DISCHARGE SERIAL NUMBER
001
FOR AGENCY USE
Tu
13. Activity Description Give a
Wastewaters generated from
the development
narrative description of activity
I 213.
producing thisdischarge.(see
Will be strictly domestic
in origin from
instructions)
residential sources.
14. Activity Causing Discharge For
N/A
each SIC Code which describes
the activity causing this discharge,
supply the type and maximum
amount of either the -raw material
consumed (Item 14a) or the product
produced (Item 14b) in the units
specified in Table I of the Instruc-
tion Booklet. For SIC Codes not
listed in Table I, use raw material
or production units normally used
for measuring production•(see
instructions)
a. Raw Materials
SIC Code
214a
b. Products
SIC Code
2144
Maximum Unit Shared Discharges
Name Amount/Day (See Table 1) (Serial Number)
Maximum Unit ' Shared Discharges
Name Amount/Day (See Table 1) (Serial Number)

nni
Waste Abatement
a. Waste Abatement Practices
C••escribe the waste abatement 2151
practices used on this discharge
with a brief narrative. (see
instructions)
b. Waste Abatement Codes
Using the codes listed in Table
It of the Instruction Booklet,
describe the waste abatement
processes for this discharge in
the order in which they occur
if possible.
215b
Wastewaters will be conveyed to a central
Narrative:-----•-- '----------•—•--•--- -----•---
pni-n : fgr treatment and discharge of effluent to
—Lake Norman. Treatment will consist of influent
pumping if required,_ along with the following treat-
ment components as a minimum_ Flow Equalization,
,�,,ang Term_Aer-"-ion (Activated Sludge), Mechanical
—iarif s_ation._with slu_dqe_recirculation, chlorination
_ and�ost _aeration and effluent filtration.
PEQUAL
PSCREE
BACTIV
(1)
PSEDIM
(2)
PMIXED
(3)
MPOSTA
(4)
(5)
(6)
SAFROB
CCLDIS.
(10)
(11)
(12)
(13)
(14)
(15)
(16)
(17)
(18)
(19)
(20)
(21)
(22)
(23)
(24)
(25)

,T
DISCHARGE SERIAL NUMBER
001
C
IFOR AGENCY USE
Vastewater Characteristics
< the box beside each constituent which Is present In the effluent (discharge water). This determination Is to be basad on actual analysis
;t estimate.(see Instructions)
Parameter
d
Parameter
c
y
2.16.
a
a.
Color
X
Copper
00080
01042
Ammonia
X
Iron
00610
0)045
Organic nitrogen
Lead
00605
01051
Nitrate
Magnesium
00620
00927
Nitrite
Manganese
00615
01055
Phosphorus
Mercury
00665
71900
Sulfate
Molybdenum
00945
01062
Sulfide
Nickel
00745
01067
Sulfite
Selenium
00740
01147
Bromide
Silver
71870 -
01077
Chloride
Potassium
00940
00937
Cyanide
Sodium
00720
00929
Fluoride
Thallium
00951
01059
Aluminum
Titanium
01105
01152
Antimony
Tin
01097
01102
Arsenic
Zinc
01002
01092
Beryllium
Algicides*,
01012
74051
Barium
Chlorinated organic compounds*
X
01007
74052
Boron
Pesticides*
01022
74053
Cadmium
Oil and grease
01027
00550
Calcium
Phenols .
00916
32730
Cobalt
Surfactants
01037
38260
Chromium
Chlorine
01034
50060
X
Fecal coliform bacteria
Radioactivity*
74055
X
74050
*Specify substances, compounds and/or elements in Item 26.
Pesticides (insecticides, fungicides, -and rodenticides) muit be reported in tgrms of the acceptable common
names specified in Acceptable Conirhon Names and Chemical Names for the Ingredient Statement on
Pesticide Labels, 2nd Edition, Environmental Protection Agency, Washington, D.C. 20250, June 1972, as
required by Subsection 162.7(b) of the Regulations for the Enforcement of the Federal Insecticide,
Fungicide, and Rodenticide Act.

17
Description of Intake and Discharge
For each of the parameters listed below, enter In the appropriate box the value or code letter answer called for.(see Instructions).
In addition, enter the parameter name and code and all required values for any of the following parameters If they were checked In Item 16;
ammonia, cyanide, aluminum, arsenic, beryllium, cadmium, chromium, copper, lead, mercury, nickel, selenium, zinc, phenols, oil and greasa,
and chlorine (residual).
FOR AGENCY USE
.�•
. a
YA
Influent
Effluent
u
�
beG
o '
Parameter -and Code
oo
=
is w D
"::= ;
m
7
> o A
7
> o A ¢
`'
°
u
�
co
bo
043
bt
�0W -<
�5OWA
toe
za
(1) .
(2)
(3)
(4)
(5)
(6)
(7)
(8)
Flow*
Gallons per day
0.90
0.90
00056
pH
Units
6 9
6
9
00400
Temperature (winter)
of
74028
Temperature (summer)
'F
74027
Biochemical Oxygen Demand
(BOD•5-day)
250
30
mg/1
00310
Chemical Oxygen Demand (COD) :
mg/1
00340
Total Suspended (nonfilterable)
Solids
mg/1
250
30
00530
Specific Conductance
micromhos/cm at 25° C
00095
Settleable Matter (residue)
ml/1
00545
*Other discharges sharing intake flow (serial numbers).(see instructions)

DISCHA•RGE•S.ERIAIL NUMBER
001
1. (Cont'd.)
Influent
Effluent
x
N C
T
N ba .^
.
Parameter and Code
wy b
fC . N
u
00
u
N 7
> o A
7 U
> o A ¢
O
>,
Q.
-3a
>
;�d��
adds°
U�
Q"
Cc
�
cc.0 u
b
E
a3Qi
SSA
A
�
OWAQ
x
:2:0w0
u,a
za
(1)
(2)
(3)
(4)
(5)
(6)
(7)
(8)
S. Plant Controls Check If the fol-
lowing plant controls are available
for this discharge.
:><%
Alternate power source for major
pumping facility.
Alarm or emergency procedure for
.power or equipment failure
Complete Item 19 If discharge is
from cooling and/or steam water
generation and water treatment
additives are used. '
S. Water Treatment Additives If the
discharge is treated with any con-
ditioner, Inhibitor, or algicide,
answer the following:
a. Name of Material(s)
b. Name and address of manu-
facturer
)ffAPS
3PrALM
c. Quantity (pounds agded per 10111_1�11!1
500
million gallons of water treated).
11-7

DISCHARGE SERIAL NUMBER
001
FOR ^gENCY USE
d. Chemical composition of these
additives (see Instructions).
Complete Items 20.25 If there Is a thermal discharge
(e.g., associated with a steam and/or power generation
plant, steel mill, petroleum refinery, or any other
manufacturing process) and the total discharge flow is
10 million gallons per day or more. (see Instructions)
20. Thermal Discharge Source Check.
the appropriate Item(s) Indicating
the source of the discharge. (see
instructions)
Boiler Blowdown
Boiler Chemical Cleaning
Ash Pond Overflow
Boiler Water Treatment — Evapora-
tor Blowdown
Oil or Coal Fired Plants — Effluent
from Air Pollution Control Devices
Condense Cooling Water
Cooling Tower Blowdown
Manufacturing Process
Other
21. Discharge/Receiving Water Temper-
ature Difference
Give the maximum temperature
difference between the discharge
and receiving waters for summer
and winter operating conditions.
(see instructions)
Summer
Winter
22. Discharge Temperature, Rate of
Change Per.Hour
Give the maximum possible rate of
temperature change per hour of
discharge under operating con-
ditions. (see instructions)
23. Water Temperature, Percentile
Report (Frequency of Occurrence)
In the table below, enter the
temperature which Is exceeded 10%
of the year, 5% of the year, 1% of
the year and not at all (maximum
yearly temperature). .(see Instructions)
Frequency of occurrence
a. Intake Water Temperature
(Subject to natural changes)
b. Discharge WMer Temperature
24. Water Intake Velocity
(see Instructions) .
25. Retention Time Give the length of
time, In minutes, from start of
water temperature risb to discharge
of cooling water. (see instructions)
N/A
:«
❑BCCL
❑APOF
EPBO
❑OCFP
❑ CONO
❑ CTBD
MFPR
❑ OTHR
N/A
221 A I OF.
221b;. OF.
_N APF./hour
u
N/A
10%
5%
1%
Maximum
OF
of
of
of
OF
of
of
of
N_/teet/sec.
N/A minutes
t

DISCHARGE SERIAL NUMBER
FOR AGENCY USE
26. Addltlonll Information See Attached
11-9
26. Addltlonll Information See Attached
11-9

• FOR AGENCY USE
STANDARD FORM C - MANUFACTURING AND COMMERCIAL
SECTION III. WASTE ABATEMENT REQUIREMENTS & IMPLEMENTATION (CONSTRUCTION) SCHEDULE
'his section requires Information on any uncompleted Implementation schedule which may have been Imposed for construction of waste abate-
nent facilities. Such requirements and Implementation schedules may have been established by local, State, or Federal agencies or by court
ction. In addition to completing the following Items, a copy, of an official Implementation schedule should be attached to this application.
F YOU ARE SUBJECT TO SEVERAL DIFFERENT IMPLEMENTATION SCHEDULES, EITHER BECAUSE OF DIFFERENT LEVELS OF
kUTHORITY IMPOSING DIFFERENT SCHEDULES (Item la,) AND/OR STAGED CONSTRUCTION OF SEPARATE OPERATION UNITS
Item 1c), SUBMIT A SEPARATE SECTION III FOR EACH ONE. FOR AGENCY USE
I. Improvements��'i} {p'�•{r'>
a. Discharge Serial Number 001
Affected List the dischargetts's:
tt serial numbers, assigned In F
Section 11, that are covered by
this Implementation schedule,
b. Authority Imposing Require-
ments Check the appropriate
item Indicating the authority for
Implementation schedule. If
the Identical implementation
schedule has been ordered by
more than one authority, check
the appropriate Items. (see
Instructions)
Locally developed plan
Areawide. Plan
Basic Plan
State approved implementa-
tion schedule
Federal approved water
quality standards implementa-
tion plan.
Federal enforcement Proced-
ure or action
State court order
Federal court order
e. Facility Requirement. Specify
the 3-character code of those
listed below that best describes
In general terms the require-
ment of the Implementaflon
schedule and the applicable six -
character abatement code(s)
from Table It of the Instruction
booklet. If more than one
schedule applies to the facility
because of a staged construction
schedule, state the stage of con-
struction being described here
with the appropriate general
action code. Submit a separate
Section I I I for each stage of
construction planned.
❑ LOC
)©CARE
❑BAS
❑SQS
❑WQS
❑ENF
❑CRT
❑ FED
3-character
(general)
6-character
(specific)
(see Table 11)
PEQUAL, PSCREE, BACTIV, PSEDIM,
PMIXED, MPOSTA, SAEROB, CLLDIS
New Facility NEW
Modification (no increase In capacity or treatment)
MOD
Increase In Capacity
INC
increase In Treatment Level
INT
Both Increase In Treatment Level and Capacity
ICT
Process Change
PRO
Elimination of Discharge
ELI

2. Implementation Schedule and 3. Actual Completion Dates
Provide dates Imposed by schedule and any actual dates of completion- for Implementation stops listed below.
Indicate dates as accurately as possible. (see Instructions)
Implementation Steps
a. Preliminary plan complete
b. Final plan submission
c. Final plan complete.
d. Financing complete & contract awarded
e. Site acquired
f. Begin action (e.g., construction)
g. End action (e.g., construction)
h. Discharge Began
I. Operational level attained
2. Schedule (Yr./Mo./Day)
$9_/--7—/--D—
y 89/ 12/ 30
asl:
10_//15—
C*
y
L:>
w
3f3:
rOMAQKNcYI uslG
j S
X:
3. Actual. Completion (Yr./Mo./Day)
TTT_7' IPA wea.5.e

N. C. DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
ENVIRONMENTAL MANAGEMENT COMMISSION 1
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM -
APPLICATION FOR PERMIT TO DISCHARGE
ADDITIONAL REQUIRED INFORMATION
APPLICATION NUMBER
DISCHARGE SERIAL NUMBER
REFER TO DIRECTIONS ON REVERSE SIDE BEFORE ATTEMPTING TO COMPLETE THIS FORM
REMARKS:
I certify that 1 am familiar with the information contained in this report and that to the
best of my knowledge and belief such Information is true, complete and accurate.
Signature
Date Form Completed Name of Authorized Agent

PRELIMINARY ENGINEERING REPORT
WASTEWATER TREATMENT FACILITIES
WEBB'S CHAPEL ROAD DEVELOPMENT
DEVELOPED BY CRESCENT LAND & TIMBER CORPORATION
LINCOLN COUNTY
JULY, 1989
La�c� Tles�
Engineering Services, Inc.
1700 East Boulevard Charlotte, NC 28203

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.
Treatability of Waste
IV.
WASTEWATER.DISPOSAL ALTERNATIVES
A.
Public Utilities
B.
Individual On -Site Facilities
C.
Spray Irrigation
D.
Private Utilities
E.
Proposed Facilities
V.
PROPOSED DISCHARGE
A.
Receiving Waters
B.
Impact of Proposed Discharge
V1.
WASTEWATER TREATMENT FACILITIES
A.
Proposed Treatment Process
B.
Description of Proposed Treatment Faci-lities
VII.
OWNERSHIP, OPERATION AND MAINTENANCE
A.
Ownership of Utilities
B.
Operation and Maintenance
C.
Enforcement of Water Quality Standards
D.
NPDES Permit Renewal
VIII. SUMMARY

Table 'of. Contents
(Cont d.
APPENDICES
A. Process Basis of Design
FIGURES
i. Vicinity Map
2. Topographic Map
3. General Soils Map
4. Preliminary Treatment Plant Site
S. Treatment Process Flow Schematic

I - GENERAL
A. PROJECT OVERVIEW
Crescent Land and Timber Corporation, Charlotte, North Carolina
proposes to develop a planned residential community in Lincoln
County. The project site is approximately 825 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 the State of North Carolina 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
Environmental Management Sub -Chapter 2C Well Construction
Standards. (Latest Revision)
2. Rules governing public water supplies Section .0600 through
Service 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)

II - PROPOSED DEVELOPMENT
A. PROJECT LOCATION
The site of the proposed development is located along North
Carolina Highway 16 on Webb's Chapel Road (SR1379) in Lincoln
County. A vicinity map is attached as Figure 1. The site has
portions which lie along SR1378, and SR1376 and is bordered by
Lake Norman.
B. DEVELOPMENT DESCRIPTION
The proposed development will consist of residential housing.
C. PHYSICAL FEATURES
The project site is representative of piedmont North Carolina
with medium to steep hills falling to the lake shoreline, the
most significant physical feature. The site is predominately
wooded with numerous small drainage ways leading to Lake Norman.
The land is marked with moderate to steep slopes with the
exception of a few areas immediately adjacent to drainage
features where slopes become severe in some areas (greater than
15%). A reproduction of a portion of the U. S. Geological Survey
Quadrangle Map covering the site is attached as Figure 2.
A reproduction of the Soil Conservation Service soils map for the
site is attached as Figure 3. Soils on the site vary as shown on
the soils survey. The soils are predominarely cecil and pacolet
series. The Cecil series dominates the ridges which the. less
suitable pacolet soils are found along the natural drainage ways.
It is estimated that approximately 25% of the site has pacolet
characteristics which typically do not represent suitable soils
for drainf field installations.

III. WASTEWATER PARAMETERS
A. DESCRIPTION OF WASTE
The proposed development as described in Section II will be
comprised of residential housing. Only domestic wastewaters will
be generated. No industrial use will be allowed. It is
anticipated that the wastewaters generated from general household
and sanitary use and will exhibit characteristics typical of
domestic sewage a follows:
PARAMETER
Five Day Bio-Chemical
Total Suspended Solids
Ammonia Nitrogen
Chemical Oxygen Demand
Grease
Temperature (Approx.)
pH
CONCENTRATION
Oxygen Demand 200 mg/1
250 mg/1
25 mg/1
500 mg/1
100 mg/1
50 degrees F (Winter)
65 degrees F (Summer)
6.5 - 9
B. PROJECTED WASTEWATER FLOWS
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. The proportion of
the projected flow attributable to our site is approximately
300,000 gpd while the remaining 600,000 volume is requested for
possible future service to neighboring properties.
C. TREATABILITY OF WASTE
As the characteristic of the waste are expected to be typical of
domestic sewage, the waste will be treatable using conventional
waste 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 utility facilities installed in the
general vicinity. There are no plans currently underway for any
extension to the project area. Although the private Governor's
Island Treatment Plant has recently been installed nearby there
is no excess capacity to handle this proposed project.
B. INDIVIDUAL ON -SITE FACILITIES
The alternative exists for on -site water and sewer facilities
assuming the development plans were to allow for approximately
3/4 acre lots 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 drainfield
disposal due to shallow soils, poor soils, excessive slopes and
ground water levels near the lake. An extensive detailed soils
investigation has not ben performed. Based on experience and
comparison with similar land tracts, it is likely that Health
Department approval for subsurface disposal would be withheld for
a significant proportion of the site.
C. SPRAY IRRIGATION
The site is split into four general areas by topographic features
and SR1376. Due to the segmenting of the site, general severity
of slopes, proximity to the lake water, and proposed development
density the use of spray irrigation was not deemed a viable
alternative based on preliminary economic and site evaluations.
D. 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.

E. PROPOSED FACILITIES
It is proposed that of the three alternatives,' a private utility
be chosen and become the basis for development of the property to
allow for the lands highest and best use. 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 ultimate home 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 a public 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.

V. PROPOSED DISCHARGE
A. RECEIVING WATERS
Based on a development plan utilizing a private utility and
treatment plant a National Pollutant Discharge Elimination System
(NPDES) Permit for discharge of treated effluent to Lake Norman
has been prepared. During the permit application period, the NC
Division of Environmental Management 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 NPDES permit.
A 'part of the allocation procedure is the generation of stream
flow data by the US Geological Survey for the specific discharge
point on Lake Norman.
The resultant required treatment limits established by the waste
load. allocation process are dependent on the stream flow thus
determined by U.S.G.S., the physical characteristics of the
stream, and the stream's classification of use by NCDEM. Lake
Norman 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 Norman 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.
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, and
"Authorization to Construct" must be obtained prior to
construction and detailed plans and specifications must be
approved by NCDEM to obtain the Authorization.

VI. WASTEWATER TREATMENT FACILITIES
A. PROPOSED TREATMENT PROCESS
Due 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 5. The primary
treatment process will be biological assimilation of the domestic
wastewaters under aerobic (in the presence of oxygen) conditions
to eleminate sewage odors.
It is anticipated that the development will occur in phases as
market demand dictates. It is necessary for proper operation
that the treatment facilities also be.phased. This construction
phasing allows for a better matching of plant capacity with
sewage flows and increased long term flexibility of operation.
B. DESCRIPTION OF PROPOSED TREATMENT FACILITIES
B-1 General
The proposed treatment plant will include multi -stage treatment
of domestic wastewaters generated from the subdivision.
Construction of the plant will occur in phases providing an
eventual multiple path treatment train for increased operational
flexibility. Plant component processes are shown on the Process
Flow Schematic (Figure 4) and a Preliminary Basis of Design is
included as Appendix A.
B-2 General
Based on preliminary site evaluation of topography an influent
pumping station will be required to "lift" wastewaters from the
elevation of the influent gravity sewer line into the elevation
above the 100 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-3 Flow Diversion Station
Following the influent pump station, a flow diversion system will
be installed to allow splitting of flows as additional plant
phases are constructed and to provide the plant operating staff
flexibility in control of flows during repairs or maintenance.
B-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 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
facilities to vary the amount of air and mixing and the volume of
activated sludge recycle. Sludge recycle referes 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 allowed to settle and out 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 off -site for ultimate disposal.

B-6 Chlorination Disinfection
Following aeration and settling, the clarified effluent will flow
into a disinfection tank where chlorine will be added to kill any
deliterious bacteria. A minimum of thirty minutes detention
will be provided to 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 ofa
plant upset in 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.
B-8 Post Aeration
Following filtration the effluent will flow through additional
tankage providing approximately 15 minute retention and aerated
to elevate the dissolved oxygen level of the effluent and
dissipate excess chlorine from the disinfection process.
Elevating the dissolved oxygen content will help to assure that
the treated effluent places no advserse 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 Sludge 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 holding tank where
digestion and treatment continues until the solids are
transported off site for ultimate disposal.

B-11 Stand-by Power
In the event of a power outage, it will be crucial to maintain a
level of treatment. Stand-by 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 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 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 reserved 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.

VIII. SUMMARY
Crescent Land & Timber Corporation proposes to develop a new site
in Iredell County. The project to contain approximately 825
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 sewage collection system and a waste treatment
plant with discharge of treated effluent to Lake Norman.
An NPDES permit has been applied for the discharge and the
proposed plant will be so designed and constructed to
consistently 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
CATAWBA RIVER - WASTE TREATMENT PLANT
1. Development Description
Type
Location
Number of Acres
Type Dwellings
Type Waste
2. Process of Design
Projected Flow Per Unit
Requested Avg. Daily Flow Capacity
Wastewater Characteristics
BOD
TSS
NH N
Discharge Stream
Effluent Limits (Anticipated)
BOD
TSS
DO
PH
Fecal Coloform
3. Treatment Process Components
Preliminary Treatment
Secondary Treatment
Disinfection
Solids Handling
Final Treatment
Residential
Lincoln County
825 AC ±
Residential
Domestic
360 gpd
900,000 gpd
200 mg/1
200-250 mg/1
25-30 mg/1
Lake Norman
30 mg/1
30 mg/l
5 mg/1
6-9 SU
100/100 ml
Influent Pumping
Rough Screening, Influent
Flow Equalization
Extended Aeration -Modified
Activated Sludge, Secondary
Clarification, Sludge
Recycle
Chlorination - Gas
Aerated Sludge Holding Tank
Tertiary Filtration &
Post Aeration

PLANT COMPONENT DESIGN BASIS (TYPICAL FOR EACH OF 3 PHASES)
1) Rough Screening
Type
Bar Size & Spacing
2) Flow Equalization
Type
Tank
Volume
Air Supplied
Blower -Size
Number
Pumps
Type
Number
Capacity
Drive Size
3) Biological Treatment
Type
Aeration Tank
Volume
Detention
Free Board
Air Supplied
Blowers
Type
Number
Capacity
Drive Size
Manual Inclined 45
1/2" Diameter X 1" Clear
Aeriated, Variable Level
60,000 Gallons
300 cfm @ 5 psi
15 HP, 460 Volt, 3 Phase
Two
Submersible
Two
210 gpm @ 20' TDH
10 HP, 460 Volt, 3 Phase
60 Hertz
Extended Aeration
24 Hour Detention
300,000 Gallons
24 Hours
12 Inches
3 cfm/lineal foot
Positive Displacement
Three
800 cfm @ 5 psi
40 HP, 230 Volt, 3 Phase
60 Hertz

4) Settling
Tanks
Number
One
Type
Mechanical
Volume Total
70,000 gallons
Freeboard
12"
Overflow Rate
250 gpd/sf
@ Average Rate
Detention @ Average Flow
4.0 Hours
Sludge Return
Type
Air Lift Pump
Number
Two, One Each Clarifier
Capacity
0-150% of Design Flow
Pipe Size
6" Diameter
Scum Removal & Recirculation
Type
Airlift Surface Skimming
Pipe Size
3" Diameter
5)
Chlorination
Tank
Volume
8,000 Gallons
Capacity
100#/day
6)
Post Aeration
Tank
Volume
51000
Detention (w/o backwash)
30 Minutes
Air Supply
1 cfm/lineal foot
7)
Sludge Holding Tank
Tank
Volume -Total
30,000 Gallons
Air Supply
1 cfm/lineal foot from
Main Blower
8)
Flow Measuring
Type Primary
90 V-Notch Weir
Instrument
Flow Totalizer and
Recorder. Float Actuated
9)
Tertiary Filters
Type
Dual -Medial (Gravel, Sand,
Anthracite), Gravity
Number
Four
Diameter Dimensions - Each Filter
6' X 10'
Filter Area -Total
240 sf
Backwash
Type
Water pressure & Air Scour
Reverse Flow
Number of Pumps
Two
Backwash Rate
15 gpm - Min.
Backwash Duration
15 Min.
Backwash Volume
9,000 Gallons
Backwash Tank Volume
2 Backwash Cycles = 18,000
ls.

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 intended to
imply that these are the only companies qualified nor a
recommendation of ownership.
1. Carolina Water Service, Inc. of N. C.
(Mr. Carl Daniel) [phone]
2. Mid -South Water Systems, Inc.
(Mr. Carroll Weber) [phone]
3. Burnett Utilities
(Mr. William Burnett) [phone]
[phone]
4. Rayco Utilities
(Mrs. Rachel Stogner [phone]

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i 700 East Boulevard Charlotte, NC 28203

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MOLE
TO LAKE NORMAN•
FIGURE 5