NC0064734_Permit Issuance_20000204

-` 'State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
February 4. 2000
Mr. Randol Tilgham
Centex Homes
5550 77 Center Road # 100
Charlotte, North Carolina 28217
1t •:
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCE5
Subject: NPDES Permit Issuance
Permit :Number NCO064734
Bradfield Farms \VWTP
Cab R1'I-LIS County
Dear Mr. Tilgham:
In accordance with the application for discharge permit received on March �. 1999, the Division is
forwarding herewith the subject state - NPDES permit. This permit is issued pursuant to the requirements of
.North Carolina General Statute 145-215.1 and the Memorandum of Agreement between North Carolina and
the U.S. Environmental Protection Agency dated December 6. 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you. you have the right to an adjudicator% hearing upon written request within shirt% (50) days
following receipt of this letter. This request must be in the form of a written petition. conforming to Chapter
150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail
Service Center. Raleigh. North Carolina 27699-6714. Unless such a demand is made. this permit shall be
final and binding.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Water Quality or permits required by the Division of Land Resources. Coastal area
Management act. or any other Federal or Local governmental permits which may be required.
If you have any questions regarding the attached draft permit, please do not hesitate to contact me at
telephone number [phone], extension 553.
Sincerely.
Original Signed By
David A. Goodrich
Kerr T. Stevens
Cc: Cenual Files
VPDES Permit File
Mooresville Regional Office
Point Source Compliance/Enforcement Unit
1617 MAIL SLR\ICE CENTER, RALEIGH. NORTH CAROLINA 27699-1617 - TELEPHONE [phone]/FAX [phone]
AN EQUAL OPPORI UNITY Art IRM1IAI rvE ACTION EMPLOYER - 50% RECYCLE U/ 10% PSI -CONSUMER PAPER
V1511 us ON I HE WEB AT http://h2o.enr.Sta[C.nc-uVNPDES

Permit No. NCO064754
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 145-215.1, other lawful
standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal \k%ater Pollution Control act, as amended,
Bradfield Farms Water Co./Centex Homes
is hereby authorized to discharge waste%vater from a facility located at
Bradfield Farms WWTP
Off of NCSR 2951
Southeast of Pine Ridge
Cabarrus County
to receiving waters designated as �IMcKee Creek in the Yadkin Pee -Dee River Basin in accordance
\with effluent limitations, monitoring requirements; and other conditions set forth in Parts I, I1, I11
and Rhereof.
This permit shall become effective 1\March 1, 2000.
This permit and authorization to discharge shall expire at midnight on November 50, 2005.
Signed this day February 4, 2000.
Original Signed By
David A. Goodrich
Kerr T. Stevens, Director
Division of Water Quality
By Authority of the Environmental !Management Commission

r
Permit No. NCO064734
SUPPLEMENT TO PERMIT COVER SHEET
Bradfield Farms Water Co./Centex Homes
is hereby authorized to:
1. Continue operation of an existing 0.46 NIGD wastewater treatment facility consisting of an
influent lift station, bar screen Q flow splitter box, dual surge tanks, aeration basins.
secondary clarifiers, sludge holding tanks, chlorine contact tanks with gas chlorination,
traveling bridge tertiary filters, and post aeration tanks, located at Bradfield Farms
Subdivision off of NCSR 2951. southeast of line Ridge. Cabarrus County:
9. After receiving an Authorization to Construct from the Division of Water Quality, construct
and operate additional wastewater treatment facilities making the build -out treatment capacity
0.7 MGD. and
5. Discharge from said treatment works at the location specified on the attached map into
N1cKee Creek, a class C water in the Yadkin Pee -Dee River Basin.

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Facility Information
Facility
Latitude:
35015'32" Sub -Basin: 03-07-11
cation
Lo
%
Longitude:
80"38'45"
Ouad #:
Harrisburg, F16SW
Stream Class:
C
T
Bradridd Famis Watcr Co./Ccntcx Hoincs
Receivine Streant: McKee Creek
NCOM4734
Permit -tied Flow:
0.46 & 0.70 1%,IGD IL
Cabamis Countv

A (1). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS - FINAL
Permit No. NCO064734 _
During the period beginning on the effective date of the Kermit and lasting until expiration or expansion above 0.46 NIGU, the Permittee is authorized to discharge
from outfall(s) serial number 001- Wastewater Treatment Plant Effluent. Such discharges shall be limited and monitored by the Permittee as specified below:
EFFLUENT CHARACTERISTICS
DISCHARGE
LIMITATIONS
MONITORING REQUIREMENTS
Nlonthly Average
Daily Maximum
Measurement
Frequency
Sample Type
Sample
Location t
Flow (N1GD)
0.46
Continuous
Recording
I or E
BUD. , 20'C (April 1 - October 51)
9.0 mg/l.
15. i ntg/L
Weeltly
Composite
l:
B011-, 200C (November 1 - Nlarch 51)
18.0 111g/1.
27.0 ing/L
\Veekly
Composite
Total Suspended Solids
50.0 mg/1_
45.0 mg/1_
\Veehly
Composite
1:
NHj-N (April 1 - October J 1)
2.0 nig/L
Weekly
Composite
E
NH;,-N (November 1 - Nlarch 31)
4.0 mg/L
\Veelcly
Composite
E
Dissolved Oxygen
Weekly
Grab
E. U. l)
Fecal Coliform (geometric mean)
200/100 ml
400/100 ml
\Veekly
Grab
E
Total Residual Chlorine
2/\Veelt
Grab
1:
Temperature
Daily
Grab
E
Temperature
Weekly
Grab
Lf, 1)
'Dotal Nitrogen (NO. +N0 j+T1\N)
01.1arterly
Composite
E
"Dotal Phosphorus
(quarterly
Composite
E
PH'
Grab
11
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
NOTES:
t Sample Locations: l — Influent, E — Effluent. U — Upstream at Ieas( 100 feet above the outfall. 1) — Downstream at WSR 1169.
2 'l'he daily average dissolved oxygen concentration in the effluent shall not be less than 5.0 nig/1_.
'' "fhe pl I shall not be Iem than 6.0 standard units not- treater than 9.0 standard units.

A (2). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS — FINAL
Permit No. NCO064734
During the period beginning upon expansion to 0.70 N1GD and lasting until expiration, the I'ermittee is authorized to discharge from outfall(s) serial number 001-
Wastewater Treatment Plant Effluent. Such discharges shall be limited and monitored by the I'ermittee as specified below:
EFFLUENT CHARACTERISTICS
DISCHARGE
LIMITATIONS
MONITORING 12EQUIREMENTS
Monthly Average
Daily Nlaximum
Nleasurement
Frequency
Sample Type
Sample
Locations
Flow (N1GD)
0.70
Continuous
Recording
I or E
I OD,-, 200C (April 1 — October 51)
9.0 mg/1-
15.5 mg/L
WeeItly
Composite
E
13OD. , 20°C (November 1 — March 51)
15.0 mg/L
27.0 mg/1.
Weekly
Composite
E
"Total Suspended Solids
50.0 mg/1-
45.0 mg/L
\Veekly
Composite
L•
NH--N (April 1 — October 31)
2.0 mg/l.
Weekly
Composite
E
NH,-,-N (November 1 — March 31)
4.0 mg/1.
Weekly
Composite
E
Dissolved Oxygen
\Veeltly
Grab
E. Lf. 1)
Fecal Coliform (geometric mean)
200/100 nil
400/100 ml
Weekly
Grab
E
Total Residual Chlorine
20 g/L
2AVeek
Grab
E
Temperature
Daily
Grab
E
Temperature
Weekly
Grab
U. D
Total Nitrogen (NO,+NO;,+TKN)
(quarterly
Composite
E
Total Phosphorus
(quarterly
Composite
E
p1-1-,
Weekly
Grab
E
THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN TRACE AMOUNTS.
NOTES:
t Sample Locations: I — Influent, E— Effluent, U — Upstream at least 100 feet above the outfall. 1) — Downstream at NUM 1169.
2 The daily average dissolved oxygen concentration in the effluent shall not be less than 5.0 mg/L.
'5 The 1)11 shall not be less than 6.0 standard units nor greater than fi.0 stand,u•d units.

DENR/DWQ
FACT SHEET FOR NPDES PERMIT DEVELOPMENT
NPDES No. NCO064754
Facility Information
Applicant/Facility Name:
Bradfield Farms Water Co. / Centex Homes
Applicant Address:
5350 77 Center Road #100. Charlotte, NC 28217
Facility Address:
Off of NCSR 2951, southeast of Pine Ridge
Permitted Flow
0.23, 0.46 0 0.7 MGD
Type of Waste:
100% Domestic
Facility/Permit Status:
Renewal
County:
Cabarrus
Miscellaneous
Receiving Stream:
McKee Creek
Regional Office:
Mooresville
Stream Classification:
C
USGS Topo Quad:
Harrisburg, F165W
505(d) Listed?:
No
Permit Writer:
Mark McIntire
Subbasin:
03-07-11
Date:
December 7, 1999
Drainage Area (mi2):
5.97
Summer7Q10(cfs)
0.17
Winter 7Q10 (cis):
0.54
Average Flow (cis):
16.3
SUMMARY OF FACILITY AND WASTELOAD ALLOCATION
This permit is for a subdivision intended to be phased. The original permit was written with phased limits for
flows of 0.23, 0.46, and 0.7 MGD. According to the Mooresville Regional Office. the existing facility has a
treatment capacity of 0.46 MGD. 'The permit will be written with phased limits for flows of 0.46 and 0.7
NIGD. Limits for BOD are intended to protect the DO standard while the facility chose ammonia limits over
toxicity testing for protection against whole effluent toxicity. These limits will be maintained in the renewal.
TOXICITY TESTING:
None Required
COMPLIANCE SUMMARY:
A review of the facility's compliance history indicates that treatment has been consistent and excellent.
Effluent levels of BOD, ammonia. TSS, and fecal coliform are all quite low. The monthly average flow is
consistently much less than the permitted Plow.
INSTREAM MONITORING:
The facility is currently required to monitor Fecal coliform, temperature, conductivity. and dissolved oxygen at
one upstream and one downstream location. The requirement to monitor conductivity will be deleted with this
renewal as conductivity monitoring is typically required where a high concentration of inorganic waste is
present. This is unlikely to be the case with a 100% domestic, discharge. The receiving stream is not 303(d)
listed. This fact combined with the results of a review of instream data suggests no need to continue instream
fecal coliform monitoring. As such the instream monitoring requirement for fecal coliform will be deleted.
PROPOSED CHANGES:
• Effluent limitations pages For summer and winter will be consolidated onto a single page;
• Instream monitoring for conductivity and fecal coliform will be deleted: and
• Effluent limitations pages For the 0.23 MGD Flow will be deleted as the as -built capacity is 0.46 MGD.
I;r.tdiirld I i .. 'A,rI

SOC PRIORITY PROJECT
If Yes, SOC No.
Yes —No x
To: Permits and Engineering Unit
Water Quality Section
Attention: Charles Weaver
Date: May 25, 1999
NPDES STAFF REPORT AND RECOMMENDATION D1
l
County: Cabarrus
Permit No. NC0064734 Mpy 21 �9y9
PART I - GENERAL INFORMATION
�cNR' WAucE BRAN%
1. Facility and Address: Bradfield Farms WWTP V
Centex Homes
5301 77 Center Road # 100
Charlotte, NC 28217
2. Date of Investigation: May 13, 1999
3. Report Prepared By: Samar Bou-Ghazale, Environmental Eng. I
4. Persons Contacted and Telephone Number: D.C. Coffee;
704/721-3833
5. Directions to Site: From the junction of Robinson Church
Road (S.R. 1168) and peach Orchard Road (S.R. 1169) in
southwestern Cabarrus County, travel southeast on S.R. 1169
approximately 1.5 miles and turn right on John Bostar lane
(S.R. 2951). Travel approximately 0.4 mile on S.R. 2951 and
turn right onto a gravel access road. The wastewater
treatment plant is located at the end of this road.
6. Discharge Point(s). List for all discharge points:
Latitude: 35°15'32"
Longitude: 80°38'45"
Attach a U.S.G.S. map extract and indicate treatment
facility site and discharge point on map.
U.S.G.S. Quad No.: F 16 SW U.S.G.S. Name: Harrisburg,
N.C.

7. Site size and expansion are consistent with application?
Yes x No If No, explain:
8. Topography (relationship to flood plain included): Rolling
3-12% slopes. The site is not located in a flood plain
area.
9. Location of nearest dwelling: None within 500 feet. This
office has recommended that no dwellings be located closer
than 200 feet from the wastewater facility.
10. Receiving stream or affected surface waters: Mckee Creek
a. Classification: C
b. River Basin and Subbasin No.: Yadkin; 030711
C. Describe receiving stream features and pertinent
downstream uses: The receiving stream was
approximately 10 feet wide and 2 to 4 feet deep at the
time of investigation. Stream channel was well defined
and no detrimental effects were observed as a result of
the discharge. General C classification uses
downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: (phases) , 0.460
and 0.700 MGD (Ultimate Design Capacity)
b. What is the current permitted capacity of the
wastewater treatment facility? 0.460 MGD
C. Actual treatment capacity of the current facility
(current design capacity)? 0.460 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: N/A
e. Please provide a description of existing or
substantially constructed wastewater treatment
facilities: The existing wastewater treatment
facilities consist of an influent lift station,
influent bar screen/flow splitter box, and two
identical WWTPs; each plant consists of a surge tank,
Page 2

an aeration basin, a secondary clarifier, an aerated
sludge holding tank, an effluent flow recorder and
totalizer, a gas chlorinator and contact tank, a
traveling bridge tertiary filter, and a post aeration
tank.
f. Please provide a description of proposed wastewater
treatment facilities: N/A
g. Possible toxic impacts to surface waters: None at this
time.
h. Pretreatment Program (POTWs only): N/A
2. Residuals handling and utilization/disposal scheme: N/A
a. Other disposal/utilization scheme (specify): Sludge is
pumped by Piedmont Septic Services and disposed at the
City of Concord's Rocky River Wastewater Treatment
Plant.
3. Treatment plant classification (attach completed rating
sheet) : Class II
4. SIC Code (s) : 4952
Wastewater Code(s) of actual wastewater, not particular
facilities, i.e., non -contact cooling water discharge from a
metal plating company would be 14, not 56.
Primary: 05 Secondary:
Main Treatment Unit Code:
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
N/A
2. Special monitoring or limitations (including toxicity)
requests: None at this time.
3. Important SOC, JOC or Compliance Schedule dates: (please
indicate) N/A
Page 3

4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available? The applicant
was not required to submit alternative analysis evaluation
since the facility is not in substantial non-compliance with
the terms and conditions of the NPDES permit.
Please provide regional perspective for each option
evaluated: N/A
Spray Irrigation: N/A
Subsurface: N/A
Connection to Regional Sewer System: No regional sewer
system is available in the vicinity.
5. Air Quality and/or Groundwater concerns or hazardous
materials utilized at this facility that may impact water
quality, air quality, or groundwater: No AQ or GW concerns
nor are hazardous materials utilized at this facility with
the exception of chlorine.
6. Other Special Items: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
John Crosland Co., is applying for the renewal of its permit
for the operation of a wastewater treatment facility at Bradfield
Farms Subdivision. The phase II expansion of 0.23 MGD was
completed in 1995. The total design capacity of the facility is
0.460 MGD. At the present time approximately 750 homes are
connected to the wastewater treatment plant.
It is recommended the subject permit be reissued.
'Signature of Resort Preparer
S�2
Date
Page 4

Wednesday, January 6, 1999 change of address Page: 1
Subject: change of address
Date: Wed, 6 Jan 1999 10:25:36 -0400
From: "hove, Linda L." <L.inda [e-mail]>
Organization: NC DENR - Mooresville
To: "Robert Farmer" <robert [e-mail]>
Robert,
Happy New Year
Mr Randol Tilghman, permittee for John Crosland Co., Brandfield
Farms, Permit No. NC0064734, Cabarrus County has a new
address. It is as follows:
Centex Homes
5350 77 Center Road #100
Charlotte, NC 28217
Richard is out sick this week so I thought I'd go ahead and let you
know so you can change it on SIPS.
THANK GOODNESS THE DMRS are coming in finally for poplar
trails and oak haven ! ! !
Linda Love
a Re / -11f
/Vo� AA
Mail box://h2 o. enr.state.n c. us 7fetch>
UID>/INBOX>1251

March 3, 1999
Mr. Charles H. Weaver, Jr.
NC DENR / DWQ / NPDES
P.O. Box 29535
Raleigh, North Carolina 27626-053 5
RE: Bradfield Farms Community WWTP
NPDES NC0064734
Permit Renewal Application
Dear Mr. Weaver:
Please accept this letter as a request for permit renewal for the above referenced
facility.
The Phase II, .230 MGD expansion was completed in the spring of 1995. This
expansion duplicated the existing .230 MGD facility.
Sludge generated at this facility is collected by vacuum truck and is disposed of at
the Rocky River Regional Wastewater Treatment Plant, Concord, N.C.
Mr. Weaver, I trust this renewal package is sufficient, however, should you
require any additional information please contact me at [phone].
Sincerely
I C)l Tilghman
Centex Homes

w
NORTH CAROLINA
CABARRUSCOUNTY
PUBLIC NOTICE
STATE OF NORTH
CAROLINA
ENVIRONMENTAL.
MANAGEMENT
COMMISSION/NPDES UNIT
1617 t,IAIL SERVICE
CENTER
RAI-EIGH, NC 27699 1617
NOTIFICATION OF INTENT
TO ISSUE A NPDES
WASTEWATER PERMIT
On the basis of thorough
staftreview and application of
NO General Statute 143,21.
Public law
92-50C and other OwNI
standards and regulations,
the North Carolina
Environmental Madagemere
Commission proposes to
issue. a National Pollutant
Discharge Elimination System
(NPDES) wastewater
discharge permit to the
person(s) listed on Inc
.lashed pages effective 45
days from the publish date of
this;noffce.
Written comments regarding
the ; proposedpermit will be
accepted until 30 days after
the publish date of this notice.
All comments received prior
to that date are considered in
the final denominators,
regarding the proposed
permit. The Director of the NO
Division of Water gualiy may
decide to hold a public
meeting. for .the proposed
permit should the D,vision
receive a significant degree of
public interest
The Independent Tribune, Inc.
Copies of the draft permit and
other supporting information
on file used to determine
conditions present In the draft
permit are avallabte upon
request and payment of the
costs of reproduction. Mail
comments and/or requests for
information to the NO Division
of Water Quality at the above
address or call Ms. Christie
Jackson et (919) 733�5083,
extension 539. Please include
the NPDES permit number
(attached) in any
communication. Interested
persons may also visit the
DlVislan of Water Quality at
512 N. Salisbury Street,
Raleigh,. NO 27604-1148
between the hours o1 6:00
a.m. and 5'.00 p.mto review
information on file.o
-
H Number
Cabarets
is . Odell
Elementary School, P.O. Box
388,'Concord, NO 26026has
applied for a permit renewal
Jar a facility located In
Cabarrus County discharging
treated wastewater into an
unnamed tributary to the
Rocky River In the Yadkin -
Pee Dee River Basin.
Currently ammonia and
dissolved oxygen are water
quality limited. This discharge
may enact future allocations
in this potion of the receiving
stream.
Number
Cabarrus
nSySchoals - PAt.
Pleasant High School. P.O.
Box 368,:Cancortl, NC 28026
has applled for a permit
renewal far a facility located
in Cabarrus County
discharging
treated wastewater.' into
Ads" Greek In.Ine Yadkin
Pee Dee River Basin.
Currently no parameters are
water quality ilmiled, This
discharge may affectfuture
allocations in this portion Of
the receiving stream..
mlt Number
Joelyy,JoeFam
entex Hanes,
5350 77 Center Road', F100,
Charlotte, NO 28217 has
applied for a permit. renewal
for a facility located ,n
Cabarrus County discharging
treated v: sidewise, into
McKee Greek In the Yadkin
Pee Dee River Basin.
Currently BOD, ammonia,
and dl,i so oxygen are
water quality limited. This
discharge may affect future
allocations in tall Paden of
the
receiving stream.
NWt Number
Older Park
"'Q, 10652 Peach
Orchard Rd., Harrisburg , NO
28075 has applied for a
permit renewal for a facility
located In Cabarrus County
discharging treated
Wastewater into Reedy Creek
in the Yadkln.Pee Dee River
Basin. Currently ammonia are
water quality limited. This
discharge may affect future
allocations in this potion of
the receiving stream.
C
On this, the day of C u 19 _q
of THE INDEPENDENT Ti Inc., after being duly
sworn, says that the annexed advertisement was duly
inserted in the
paper on the following dates:
and was published therein once a week for
weeks. weeks. The total cost of this dvertisement $�j
' `"
Subscribed and sworn to the day above first mentioned.
. a .
My Commission Expires
f Number
ahollna Water
iS`IIPc +Cabarrus
Woods
N"1P.O. BOX
240908, Charlotte. 0 28224
has applieda0acilily tot a. permit
renewal ffor a llocated
in Cabarru$ County
discharging treated
Branch Into Gmzire
ithe Yadkin -Pee
Dee River Basin. Currently no
paraineem, are water quality
mired. This discharge may
affectn tunthe
e alltio receiv nl
nortioog
1 Number
Cabarrus
SS" dots - Bethel
Elementary School, P.O. Box
386. Concord NO 28026 has
applled for a permil renewal
for_.z .facility located in
Cabarrus County discharging
treated wastewater into an
unnamed tributary to Muddy
Crook In the Yadkin Pee Dee
River Basin. Currently
ammonia and decoked
Oxygen are water, quality
limited. This discharge may
affect future allocations in this
Panic, of the. receiving.
stream.
NO. 853 Dec. 15, 1999

r
SOC PRIORITY PROJECT; Yes No x 1
If Yes, SOC No j
J �y
To: Permits and Engineering Unit
Water Quality Section ,
Attention: Susan Robson
`BAR 2 2 4..
Date: March 21, 1994
.tiei�i.cst:. a
NPDES STAFF REPORT AND RECOMMEND.TION
County: Cabarrus
Permit No. NC0064734
PART I - GENERAL INFORMATION
1. Facility and Address: Bradfield Farms WWTP
John Crosland Company
P.O. Box 11231
Charlotte, NC 28220
2. Date of Investigation: March 15, 1994
3. Report Prepared By: Samar Bou-Ghazale, Environmental Eng. I
4. Persons Contacted and Telephone Number: Bill Yandell;
704/522-4528
5. Directions to Site: From the junction of Robinson Church Road
(S.R. 1168 ) and peach Orchard Road (S.R. 1169 ) in southwestern
Cabarrus County, travel southeast on S.R. 1169 approximately
1.5 miles and turn right on John Bostar lane (S.R. 2951).
Travel approximately 0.4 mile on S.R. 2951 and turn right onto
a gravel access road. The wastewater treatment plant is
located at the end of this road.
6. Discharge Point(s). List for all discharge points:
Latitude: 35015'32" Longitude:.80038145"
Attach a U.S.G.S. map extract and indicate treatment facility
site and discharge point on map.
U.S.G.S. Quad No.: F 16 SW U.S.G.S. Name: Harrisburg, N.C.
7. Site size and expansion are consistent with application?
Yes x No If No, explain:

8. Topography (relationship to flood plain included): Rolling 3-
12% slopes. The site is not located in a flood plain area.
9. Location of nearest dwelling: None within 500 feet. This
office has recommended that no dwellings be located closer
than 200 feet from the wastewater facility.
10. Receiving stream or affected surface waters: Mckee Creek
a. Classification: C
b. River Basin and Subbasin No.: Yadkin; 030711
C. Describe receiving stream features and pertinent
downstream uses: The receiving stream was approximately
10 feet wide and 2 to 4 feet deep at the time of
investigation. Stream channel was well defined and no
detrimental effects were observed as a result of the
discharge. There are no known users downstream.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. a. Volume of wastewater to be permitted: (phases) 0.230,
0.460.and 0.700 MGD (Ultimate Design Capacity)
b. What is the current permitted capacity of the wastewater
treatment facility? 0.230 MGD
C. Actual treatment capacity of the current facility
(current design capacity)? 0.230 MGD
d. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two
years: N/A
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The
existing wastewater treatment facilities consist of an
influent lift station, influent bar screen/flow splitter
box, a surge tank, an aeration basin, a secondary
clarifier, an aerated sludge holding tank, effluent flow
recorder and totalizer, a gas chlorinator and contact
tank, a traveling bridge tertiary filter, and a post
aeration tank.
f. Please provide a description of proposed wastewater
treatment facilities: N/A
g. Possible toxic impacts to surface waters: None at this
time.
NPDES Permit Staff Report
Version 10/92
Page 2

h. Pretreatment Program (POTWs only): N/A
2. Residuals handling and utilization/disposal scheme: N/A
a. Other disposal/utilization scheme (specify): Sludge is
pumped by Roto-Rooter and disposed at the City of
Concord's Rocky River Wastewater Treatment Plant.
3. Treatment plant classification (attach completed rating
sheet) :
4. SIC Code(s): 4952
Wastewater Code(s) of actual wastewater, not particular
facilities, i.e., non -contact cooling water discharge from a
metal plating company would be 14, not 56.
Primary: 05 Secondary:
Main Treatment Unit Code:
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant
Funds or are any public monies involved (municipals only)?
N/A
2. Special monitoring or limitations (including toxicity)
requests: None at this time.
3. Important SOC, JOC or Compliance Schedule dates: (please
indicate) N/A
4. Alternative Analysis Evaluation: Has the facility evaluated
all of the non -discharge options available. Please provide
regional perspective for each option evaluated.
Spray Irrigation: The available space is limited for such
activity.
Connection to Regional Sewer System: No sewer line in the
vicinity.
Subsurface: N/A
Other Disposal Options: N/A
5. Air Quality and/or Groundwater concerns or hazardous materials
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a
utilized at this facility that may impact water quality, air
quality, or groundwater: No AQ or GW concerns nor are
hazardous materials utilized at this facility.
6. Other Special Items: N/A
PART IV - EVALUATION AND RECOMMENDATIONS
John Crosland Co., is applying for the renewal of its permit
for the operation of a wastewater treatment facility at Bradfield
Farms Subdivision. The existing facility is the first of three
phases which will be added as hydraulic capacity is needed. An
Authorization to Construct the second phase has been submitted and,
according to Mr. Bill Yandell with Crosland Homes, the second phase
construction of an additional 0.230 MGD will begin in the Fall of
1994. At the present time approximately 350 homes are connected to
the wastewater treatment plant, and the average flow of 0.0798 MGD
for 1993 (as reported in the DMR) from this facility is well below
the current permitted flow.
It is recommended the subject permit be reissued.
CZ' 6&k-
Signature of Rep t Preparer
Water Quality ReglAnal Supervisor
I
Date
NPDES Permit Staff Report
Version 10/92
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