NC0061045_Complete File - Historical_19960415

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
TIM SMTTHERMAN
BROOKSIDE HOUSING
98 MILL CREEK ROAD
APT 29
FRANKLIN NC 28734
Dear Mr. Smitherman:
April 15, 1996
DEVELOPMENT
lZ°sw
�EHNF1
03-0(.-03
Subject: Expiration of NPDES Permit No. NCO061045
Brookside Housing Development
Guilford County
VC L-Mrn ikLAWAMGC CveEu-
Reference is made to the expiration of the subject NPDES Permit. Staff of our
Winston-Salem Regional Office have confirmed that this facility no longer needs this
NPDES Permit. Therefore, NPDES Permit No. NCO061045 is allowed to expire and will
be removed from our computer systems, effective immediately.
If in the future you wish to again discharge wastewater to the State's surface waters,
you must fast apply for and receive new NPDES Permits. Discharging without a valid
NPDES Permit will subject the discharger to a civil penalty of up to $10,000 per day.
If it would be helpful to discuss this matter further, I would suggest that you contact
Steve Mauney, Water Quality Regional Supervisor, Winston-Salem Regional Office at
910/896-7007.
Sincerely,
. 7 f���
r A. Preston Howard, Jr., P.E.
cc: Mr. Jim Patrick, EPA
Guilford County Health Department
Winston-Salem Regional Office
Permits & Engineering Unit - Dave Goodrich - Wattachments
Fran McPherson, DEM Budget Office
Operator Training and Certification
Facilities Assessment Unit - Robert Farmer - w/attachments
Central Files - w/attachments
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

t
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO061045
FACILITY NAME: Brookside Housing Development
Facility Status: Existing
Permit Status: Renewal
Major_
Pipe No.:
11
Minor J
Design Capacity: 0.015 MGD
Domestic (r% of Flow): 100 %
Industrial (% of Flow): 0'%
Comments:
No classification change within 3 miles.
STREAM INDEX: 16-19-2
RECEIVING STREAM: an unnamed tributary to Little Alamance Cre
Class: WS-III NSW
Sub -Basin: 03-06-03
Reference USGS Quad: C20SW, McLeansville (please attach)
County: Guilford
Regional Office: Winston-Salem Regional Qffice
Requested by: Jule Shattklin 2SL Date: 10/3/89
Prepared by: t: Date:
Reviewed by: Wi r araLk Date: 1
Modeler
Date Rec.
#
Ivtt75
l0
3 $
$'1; z4-
Drainage Area (mil ) 3,05 Avg. Streacnflow (cfs): 2.10
7Q10 (cfs) o.o Winter 7Q10 (cfs) 0,23 30Q2 (cfs) o.31
Toxicity Limits: IWC
Instream Monitoring:
L
% Acute/Chronic
Parameters
Upstream N Location
Downstream N Location
Effluent
Characteristics
Summer
Winter
BOD (m )
17
30
NH3-N (mg/1)
IS
D.O. (mg/1)
6
S
TSS (mg/1)
30
3O
F. Col. (1100 ml)
ZOO
a00
pH (SU)
6-q
6-
TP w5ll
2
Z
Pec
- 6A Of t6
:on 04r.c

us
0
`1I
btrc.
ut-
Broo KT%,4e 6SI,rlPe,,e(opmerSt-
.SF o� G�echsbaro� �(°. off
Al�mantec Chur.ch�aao",(S21oo5�
GV IL-rORD Gu..NT)/
Isc�2G� Pa I trr- I s I NTH
-A w4ymwc�
IN-i(teL^APEl-,C-A(( SjgSIN
03-0(-30 W S--=— N $ W
11131n A(zN-WSiO. W q
[C
l�
I
IlQ
Ifit4 , 1.3 Mi. TO U.S. 421. 1615 -,. ,i 1 799obO FEET i 4Z30" 1°l7
nd published by the Geological Survey
KiGS and North, Wolma Geodetic Survey M
* _ 1
in part compiled from w p

Request No.: 5424
------------------- WASTELOAD ALLOCATION APPROVAL FORM -------------- ---
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Brookside Housing Development p rn E ,, f
NCO061045
Domestic
Existing/Renewal
UT to Little Alamance Creek
WSIII-NSW
030603
Drainage
Guilford
Summer
Winston-Salem
Winter
Jule Shanklin
Average
10/3/89
C20SW
RECOMMENDED EFFLUENT LIMITS
Summer Winter
I E®
NOV 0 71989
PERMITS & ENGINEERI
a ea:
3.090
sgli
X10:
0.00
cfs
7Q10:
0.23
cfs
flow:
2.90
cfs
30Q2:
0.31
cfs
Wasteflow (mgd):
0.015
0.015
BOD5 (mg/1):
17
30
RECEIVED
NH3N (mg/1) :
7
15
t. N.C.De NR
pCD
DO (mg/1):
6
5
TSS (mg/1):
30
30
OCT 3 1 1989
Fecal coliform (#/100ml) :
200
200
pH (su):
6-9
6-9
TP (mg/1) : 2 2 Winston-S_,-m.
1 Regionaivince
TRe duck �'1¢S b.w \ASS '4�1en1isna G'PP Si dwdoeftM.fdt' hot vltp" awn-4m Sw+JW.Q
h.•oteA Ism,-s Cstb's).FF-kW1L QSftM eoisv�.b$'t+&OP if%'Strs�.t SM-Aw
---------------------------- MONITORING ----------------------------------
, fIt a
Upstream` (Y/N) : Y Location: 50 feet upstream of discharge (jm., s4Q.o
Downstreamt(Y/N) : Y Location: At bridge approx. 0.15 mile ��stgN. r�ard;stJw�y,
downstream
----------------------------- COMMENTS -----------------------------------
These are existing limits. The fecal coliform limit has been revised.
Recommend instream monitoring of temperature, DO, fecal coliform, and
conductivity.
Recommend the Region look into the instream monitoring practices. The
data appear suspect, with no variation between upstream and downstream
samples. The relationship between temperature and DO is not consistent.
--------------------------------------------------------------------------
Recommended by: 1W _D-Scdj4 Date: (*IM
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
RETURN TO TECHNICAL
Wit,& C. &)C'AyL Date: ID/a5)FR
Date:
Date: �! I
SERVICES BY: NOV 26 i989

-
'.i I/: -373 _ 1b8a Engineer Date Rec. #
T NPDES WASTE LOAD ALLOCATION G - � 9� f 4
Facility Name: • '9 S"Irf,/Eif".4✓ PROPEA_ r Date:
v Existing 71 permit No.: Z_� Pipe No.: 001 County: �d�L�GRO
Proposed FX-1 •OJ, '
Design Capacity (MGD): • 06� Industrial (% of Flow): �� Domestic (% of Flow): �00 %a
ic ��� 03 —06 - D 3
Receiving Strea�LIfTLE HL.��IAAL-1 GXE�i� Class: A� Sub -Basin:
o"�S✓/ccr TrM k/Ano✓ Regional Office
Reference USGS Quad: (Please attach) Requestor: 8
m ZO Sit/
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp
Location of D.O.minim m
below outfall):
Original Allocation
Revised Allocation
f' tion
11
n Lb,
�.
Date(s) of Revision(s)
(Please attach previous allocation)
Con Irma .
Prepared By: Reviewed By: Date:

f�
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced
Lbs/Day Produced
Effluent Guideline Reference

REQUEST NO. : 793
******************** WASTELOAD ALLOCATION APPROVAL FORM *###*****************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.0 CFS
DRAINAGE AREA
RECEIVED
TD SMITHERMAN PROP N.C. Dept. NRCD
AUG 16 1984
DOMESTIC
Div. '.
GUILFORD Environmental Mwogerent
Wi-Salem Reg. Off ice
WINSTON-SALEM RE.QUESTOR JI nston
03 0& 03
LITTLE ALAMANCE CR SURBASIN : 439.2
W7010 : 0.2 CFS 3002 :
3.09 SQ.MI. STREAM CLASS :A -II
CFS
*******#*#*####*** RECOMMENDED EFFLUENT LIMITS **##***#**#*#******#**
TSFLOW(S)
BOD
NH3-N
(MG/L)
(MG/L)
0
16
e
7
7
1
10 ID
1(p W
R E C E I V E D
D.O.
(MG/L)
:
6
6
i 61
PH
(SU)
:
6-8.5
6-8.5
b-9
1 ? 3'984
FECAL COLIFORM
TSS
(/100ML):
(MG/L)
:
1000
30
1000
30
1pO0
30 90
I„ATER Q�i ry OPEN ccCT10N
T;p, iANCH
FACILITY IS : PROPOSED (f) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION (7 ) OF THOSE PREVIOUSLY ISSUED
kEVIEWEIi AND RECOMMENDED BY* 1/•� ����
7 Z,5-
MODELER :___---...._---�"T�ATE ._._ /... _ ..
SUPERVISORPMODELING GROUP :_..�q:�% Q�..�
REGIONAL SUPERVISOR :i�`-= DATE :_.�Q..
PERMITS MANAGER

GZ t J�N
oaTa4�
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor August 12, 1986 R. Paul Wilms
S. Thomas Rhodes, Secretary Director
Mr. Eugene A. Brown,
Distinctive Properties
605 Jackson Street
Durham, North Carolina
Dear Mr. Brown:
President
27701
03-ob-o3
SUBJECT: NPDES Permit Appli,-ation
NPDES Permit No. NCO065757
Alamance Creek Apartments
Alamance County
A1A,,J-rr e C'uee�,
Reference is made to your NPDES permit application received on February 19,
1986. The Division of Environmental Management has previously requested additional
information by letter dated February 20, 1986 (copy attached). This additional
information is needed in order for the Water Quality Section to complete its permit
review.
Because a response to
our request
has
not been received, the
Division of
Environmental Management
is returning
your
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 submit the required additional information.
Construction of wastewater discharge facilities without a permit may be considered a
violation of 15 NCAC 2H.0104, Required Permits.
If you have any questions, please contact Mr. Samuel Bridges at [phone].
Sincerely,
G
Arthur Mouberry, P.E.
Supervisor, Permits an,
cc: Mr. Larry Coble, Winston-Salem Regional Office
AM /gwt
Pollution Pretrntion Pars
Po. Box 27687, Ralco, North Carolina 27611-7697 Telephone [phone]
An Equal opportunity Affirmative Acrion Employer

0
NPDES WASTE LOAD ALLOCATION
Engineer
Date Rec.
,
Facility Name: /4e4'1f uC- Ue-Ex '4P75• Date 2-19-z .
Existing O
�1
Proposed Q� Permit No.: 41ez)04T%S7 Pipe No.: &)I County: Ael#W4(!E
Design Capacity (MGD) : i 00 /
W Industrial (% of Flow) : i0 '-� Domestic (% of Flow) : /0 0
Receiving Stream: B((.i A AMPACA CREEK Class: 4__45W Sub -Basin: 03 -Owe
Reference USGS Quad: C .2 / .S IAI (Please attach) Requestor: <IW 82/DGF5 Regional Office W.SZO
BURL/Nr4r Ton(
(6uldeline limitations, if applicable, are to be listed on the back of this form.)
Design Temp..
�S
Drainage Area (mi2): I`_.-j Avg. Streamflow (cfs): IJ�,.
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): Slope (fpm) 3.0
velocity (fps): (_�( K1 (base e, pd,r
ay): C3(< 2 �� K (base e, oer cfay):y•e
8Y
Effluent
Characteristics
Monthly
Average
Comments
,L
Effluent I
Characteristics
:'onthly
l.verage
Comments
Orig t 9n'� Comments:
Rev ation O
(bn�}Y�atio O
e�111� By: Z, Reviewed By: Date: 1 -

r
For Appropriate -Dischargers, List Complete Guideline limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average comments
Type of Product Produced Lbs/Day Produced lfflhient Guideline Reference

I

Request No. : 2930
-- 1------------------ WASTELOAD ALLOCATION APPROVAL FORM ----------------------
Facility Name
: ALAMANCE CREEK
APTS.
Type of Waste
: DOMESTIC
Status
: PROPOSED
Receiving Stream
: BIG ALAMANCE CREEK
Stream Class
: CNSW
Subbasin
: 030603
County
: ALAMANCE
Drainage Area (sq mi) : 157
Regional Office
: WSRO
7Q10 (cfs) : 2.2
Requestor
: BRIDGES
Winter 7Q10 (cfs)
Date of Request
30Q2 (cfs)
Quad
: C21SW
Average Flow (cfs) 126.5
-------------------------
RECOMMENDED EFFLUENT LIMITS --------------
: S/W
Wasteflow (mgd)
. .006
5-Day BOD (mg/1)
: 30
Ammonia Nitrogen
(mg/1) : NR
Dissolved Oxygen
(mg/1) : NR
TSS (mg/1)
: 30
Fecal Coliform (#/100ml):
NR
pH (SU)
: NR
TOT. PROS. (mg/1)
--------------------------------------------------------------------
: 1
----------------------------------
COMMENTS ------------------------
Recommended by _ �— �I=.',fir' c' — Date_—_�__r.
Reviewed by: A
Tech. Support Supervisor ------- Date_j—zi�Q
Regional Supervisor— -- Date1 —'ff
Permits & Engineering— _ -- ---- Date.

P
� 1q NE
State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor R. Paul Wilms
June 17, 1988
S. Thomas Rhodes, Secretary Director
Mr. E.C. Blakely v�
Lakewood Mobile Home Park o3-04-0 3
P.O. Box 6
Pleasant Garden, NC 27313
SUBJECT: NPDES Permit No. NC0067997
Lakewood MHP .located off Nesbit Road
Guilford County
NT f TnA &~00j i evae.K-
Dear Mr. Blakely:
The Division of Environmental Management is .in receipt of
information which confirms that the subject facility was never
built and, therefore does not discharge to surface water of the
State of North Carolina.
Due to this fact there will no longer be a need for this
facility to have an NPDES Permit. Therefore, NPDES Permit No.
NC0067997 is hereby rescinded effective immediately. Should you
wish at some future time to discharge to the surface waters, it
will require the issuance of a new permit.
If you have any questions regarding this matter, please
contact Mr. Arthur Mouberry at [phone].
Since/rely,
R. Paul Wilms
RPW/ARH/pyp
cc: Winston-Salem Regional office RECEI�IED
John Campbell
Bob Deweese �Ui�
Jim Patrick, EPA 14 1988
_-r—ci.r; e�...(,je�eu;cos
TECHNICAL SERVICES BRANCH
Pollution Prevention Pars
P.O. Box 27687, Raleigh, North Carolina 27611-7697 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Eh ineer
Da t R
'7 3o pb
33
/ (( /NPOES WASTE
LOAD ALLOCATION
~Facility Name: La/cee�00a /� t1 I" Date -7-3o-�b'
Existing ® -S s ^� w p2r.n,'�
Proposed O Permit No.: /(/ C- 00 6 7Cl 97 Pipe No.: 00 / County:
Design Capacity (MGD) : 0, O O -
(,%QQof
Flow) : Ibmestic
(% of Flow) : / 0 6
Receiving Stream: U % L, fWe—
^/Industrial
),
A/,+-.nee,ce- `"'Class: l�5_Gi I .is Sub-Basin:
b 3 (7 6 03
Reference USGS Quad: D A% E (Please attach)
� /
Requestor: L, S a 52
Regional Office CiJ SR O
(Guideline limitations, if
applicable, are
to be listed on the back of
this form.)
Design �np.: Drainage Area (mi2): 0,/S Avg. Streamflow, (cfs): 0./
7Q10 (cfs) 0 Winter 7010 (cfs) 6 30Q2 (cfs) 0
Location of D.O. minimum (miles below outfall):
Slope (fpm) Soo
Velocity (fps): K1 (base o, per day): K2 (base e, oer day):
-dY
Suw�.ry u��uttr
Effluent
Characteristics
Monthly
Aver e
fJ
.2
Do
b 11
SS
30 ,,, /
x,.( ' ,,,._
1000 ,/,60
H
s, V.
Effluent
Characteristics
ontnly
Lverage
D s
0
'[ <
„,
Do
6 !
3�
c-T-ss
I�cK �.✓
1000 100't
N
6- s.o.
. - r— �•j
on 0 PLOTfED
4. �, 1
-•- -• w�.a Reviewed �:.�Date:

For Appropriate _DisdorAers, List Complete Guideline Limitations Below
Effluent
Characteristics
Monthly
Average
Maximum Daily
Average
Qbmments
Type of Product Produced I Lbs/Day Produced I Efflcient Guideline Reference
I

�
•ii,'
�ia1+r
WON
`
a
�c• ;`+ 2�
Zi
r:i� va•. y �
a
� �j�i,,y
d
r'�
o F r
b
/ � r� i lam* •01�� � ` ��` �, � • a \ 1 � � �-- � �''' = � � , k
IfaiL� IF'�� _N__ /�/1 _ � f a � __. � � gy • k'\'! \--S CJ y° ''� i �=- ��
./ 'il`{, OJT: . a _n i� VI . �7 i •' J� �� • � ' i%�'
y/
\ � -� •:� tea.. �__: ��'

Request No. :3379
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
LAKEWOOD MHP
DOMESTIC
: UNPERMIT'D
UT LITTLE ALAMANCE
CREEK
WSIII NSW
030603
GUILFORD
WSRO
Drainage Area
(sq mi)
: 0.15
SALEH
Summer 7Q10
(cfs)
: O
7/30/86
Winter 7010
(cfs)
.
D19NE
Average Flow
(cfs)
: 0.1
3m Z =
O
RECOMMENDED EFFLUENT LIMITS --
summer winter
Wasteflow
(mgd):
.007
.007
5-Day BOD
(mg/1):
5
10
Ammonia Nitrogen
(mg/1):
2
4
Dissolved Oxygen
(mg/1):
6
6
TSS
(mg/1):
30
30
Fecal Coliform (#/100ml):
1000
1000
pH
(SU):
6-9
6-9
Total phosphorus
(mg/1):
I
1
COMMENTS
THIS IS A REVISION OF PREVIOUS RECOMMENDATION FOR NO DISCHARGE (8/20/86). THE
WSRO REQUESTED THAT SOME LIMITS BE DEVELOPED FOR THE MHP'S DISCHARGE RATHER
THAN DISPLACE ITS OCCUPANTS. THESE LIMITS FOLLOW CURRENT DIVISION P,(,te,� FOR
EXISTING DISCHARGERS TO STREAMS WITH A 7010=0.
Recommended by _ _{ Date
Reviewed by:
Tech. Support Supervisor---L�(/ Date
Regional Supervisor Supervisorl�.�lJl _ Date
Permits & Engineering Date
Water Quality Section Chief at - Date 36 g(

Request No. :3379
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
: LAKEWOOD MHP
: DOMESTIC
: UNPERMIT'D
: UT LITTLE ALAMANCE
CREEK
WSIII NSW
030603
GUILFORD
WSRO
Drainage Area
SALEH
Summer 7Q10
7/30/86
Winter 7010
D19NE
Average Flow
Wasteflow (mgd):
5-Day 60D (mg/1):
Ammonia Nitrogen (mg/1):
Dissolved Oxygen (mg/1):
TSS (mg/1):
Fecal Coliform (#/100ml):
pH (SU):
WASTELOAD ALLOCATION APPROVAL FORM ------
O
AUG 27 19ft
PERMITS & ENGINEERING
(sq mi) : 0.007
(cfs) : O
(cfs) :
(cfs) : 0
.�Z - O
RECOMMENDED EFFLUENT LIMITS -----
SUMMER WINTER
COMMENTS
RECOMMEND NO DISCHARGE. THE DISCHARGE FROM THIS UNPERMITTED DISCHARGER GOES TO
A STREAM WITH 7010=0 AND 30Q2=0.
is mNP has existed fie,- mci...� % ��a �MS�CNea�F�n3L,� •) P-w��+.��rex.3o
haolo;le 6mcun,i}S &re. oh 4-L S*%4e. IZ' 44.&,-tt . Ai5elaepQ 1Qa30?4 r ;1;aSu-ouiA svtk„
,�ess�ble -�-� sew l;rn�-►s Ni�IQ bn. e�eluedl,�.r 'tR'S wtFF('�s c',;sckm�e..
Qx-y� a,Zs.g
Recommended by
Reviewed by:
Tech. Support
pE Regional
•C
g.'L
Permits &
Supervisor
- p_ ---
Supervisor
Engineer in
Date-9�i9�_yc
Date -&_._
Date g=.2S_gL
Date _T1271�`t__
Water Quality Section Chief --------------------- Date

D zo NW
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
960116
M E M O R A N D U M
G3-o10-O3
TO: Marcia Toler-McCullen
THROUGH: Steve Mauney �� (��� (��ar aN c:-- ��14
FROM: Ron Linville v
SUBJECT: Facilities Active and Inactive Query of 951228
Guilford County
After considerable effort in the dead files and in our
active files, the following information may be helpful to you.
1. Culp Incorporation (NC006r95,82)fno longer discharges. They
do have a DEM WQ Recycling Permit and subsurface disposal
permitted by Guilford County Environmental Health.
2. Piedmont Natural Gas (NCG510203) appears to be an active
permit; however, the facility may not be operational at this
time.
2. Sugg's Auto (NCG510191) appears to be an active permit;
however, the facility may not be operational at this time.
3. Information on Performance Service & Finance, Inc.
(NC0069001) could not be found and the discharge is believed
not to exist.
4. Information on Willow Bend Subdivision (NC0076686) could not
be found and the discharge is believed not to exist.
S. Information on Windsor Forest (NC0076104) could not be found
and the discharge is believed not to exist.
6. Information on High Point College Proposed Apartment Complex
(No Permit Number) could not be found and the discharge is
believed not to exist.
CC: WSRO
Central Files
a:\query.DEM

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO ib i o4-
FACILITY NAME:
Facility Status: EXI&MM c
(circle one)
Permit Status: RENEWAL 111009ICATION LlNft ffMD( r J
(circle one) �/
MaJor —Minor—
Pipe No: OD I w
Design Capacity (MGD): 0' 06-07 0. 100
Domestic (% of Flow): 100
Industrial (% of Flow): 0
Comments: '-i i t
RECEIVING STREAM: —�L_
Class: UJS N!5%1-
Sub -Basin: 03o(o-O3
Reference USGS Quad: Z NW,,
G,tfplease attach)
County:
Regional Office: As Fa Me Ra We Wi WS
(circle *us)
Requested By: N ie SI„A, I" Date: 1 897
Prepared By
Reviewed B
)ate: 2 22 8
)ate:
Modeler
Date Rec.
.+
Drainage Area (mit) ".' Avg. Streamflow (cfs): rj yo
7Q10 (cfs) Winter 7Q10 (cfs) "' 'F' 30Q2 (cfs) 0-0
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters TT a.K �DO—_ .c uT� decal Coll�ar,n
Upstream / Location [oo 4 uo141aM et Llc"ge-
Downstream Location M 5R 30M
Effluent
Characteristics
Summer
Winter
SODS (mg/1)
$
U
NHj N (mg/0
Z
D.O. (mg/1)
(,
6
TSS (mg/1)
30
30
F. Col. (/100m1)
pp0
1000
PH (SU)
6-7
Z
J d
fit'
Commente: T^s 016vc I:Mis appl +s 6aA I +A&
5;l-mams w,+h 7010 to and 30Q 2 > O.

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics Monthly DailyAverage Maximum Comments
Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

WEN
r:
i
>w -
SUBJECT ... - - -•
DATE.
CONSULTING WORKSET UP BY
ENGINEER! COMPUTED BY
CHECKED BY _
PROJECT NO.
PAGE 'NO. OF
`
FILE NO. _
CLIMAX QUADRANGLE
NORTH CAROLINA
7.5 MINUTE SERIES (TOPOGRAPHIC'
:62Z 1810000 FEET 623 - 79'?i30"
626
l c
r ='o
•
'� I
a .� �. Ali '
300
48,
0
G
p oo
0l1 t
Flgwe 2- QUADRANGLE. -LOCATION -MAP;
1 0

Request No.:
WASTELOAD ALLOCATION APPROVA4 FORM
Facility Name: WINDSOR FOREST
NPDES No.: NCO076104
Type of Waste: DOMESTIC
Status: PROPOSED
Receiving Stream: UT TO BIG ALAMANCE CREEK
Classification: WSIII-NSW
EIV
5064 (Ala)
RECEIVED
N-C. ^;. N R C D
_B 21 .i FFB I y 1989
dITs E [N1 ._
W;ns':lln-Salem
Subbasin:
030603
Drainage
area:
County:
GUILFORD
Sufimer
7910:
Regional Office:
WINSTON-SALEM
Winter
7010:
Requestor:
JULE SHANKLIN
Average
flow:
Date of Request:
1/24/89
30Q2-
Quad:
D20NW
-------------------- RECOMMENDED EFFLUENT LIMITS -
A)
Summer Winter
Wasteflow (mgd): 0.05 0.05
BOD5 (mg/1): 5 10
NH3N (mg/1): 2 4
DO (mg/1): 6 6
TSS (mg/1): 30 30
Fecal coliform (#/100m1): 1000 1000
pH (su): 6-9 6-9
TP (mg/1): 2 2
--- MONITORING-------
Regional Office
1.490
sq mi
0.00
c"fs
0.08
cfs
1.40
cfs
0.09
cfs
B)
Summer
Winter
0.10
0.10
5
10
2
4
6
6
30
30
1000
1000
6-9
6-9
2
2
Upstream (Y/N): Y Location: 100 FT UPSTREAM OF DISCHARGE
Downstream (Y/N): Y Location: AT SR 3099
COMMENTS
LIMITS PER STANDARD DIVISIONAL PROCEDURE INVOLVING PROPOSED DISCHARGES
TO STREAMS WITH 7010=0 AND 3002>0.
RECOMMEND INSTREAM MONITORING OF TEMPERATURE, DO, CONDUCTIVITY, AND
FECAL COLIFORM.
----------------------------------------------------------------
Recommended by: _�-JJ•--�19SSXLir-------- Date:
( Reviewed by
;( Tech Support Supervisor: Date: _C;z
---- -- ----- ------ ---
wtipRegional Supervisor: __ -_ ______ Date: _ 2_-2_0-g
Permits 8 Engineering: ---- -J�------------ Date: Z%Llrp�
RETURN TO TECHNICAL SERVICES BY: ------ MAR_14- a__

/ �
OJ To�u
1 '
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
960116
M E M O R A N D U M U3-pin-O3
TO: Marcia Toler-McCullen
THROUGH: Steve Mauney
FROM: Ron Linville f
SUBJECT: Facilities Active and Inactive Query of 951228
Guilford County
After considerable effort in the dead files and in our
active files, the following information may be helpful to you.
1. Culp Incorporation-(NCQA9582)4no longer discharges. They
do have a DEM WQ Recycling Permit and subsurface disposal
permitted by Guilford County Environmental Health.
2. Piedmont Natural Gas (NCG510203) appears to be an active
permit; however, the facility may not be operational at this
time.
2. Sugg's Auto (NCG510191) appears to be an active permit;
however, the facility may not be operational at this time.
3. Information on Performance Service & Finance, Inc.
(NC0069001) could not be found and the discharge is believed
not to exist.
4. Information on ➢&Plow Bend Subdivision (NC00766864 could not
be found and th% discharge is believed not to exist.
5. Information on Windsor Forest (NC0076104) could not be found
and the discharge is believed not to exist.
6. Information on High Point College Proposed Apartment Complex
(No Permit Number) could not be found and the discharge is
believed not to exist.
CC: WSRO
Central Files
a:\query.DEM

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0076(a&P
FACILITY NAME: vwt 1o✓u wV-%0—
Facility Status: FXIYTM
(circle one) — --
Permit Status: RENEWAL I001111ICAT ON Usef�QT11��
(clrcie one)
Major Minor
Pipe No:
Design Capacity (MGD): 'D2,0 0•o4-0 D,DGD�,
Domestic lX of Flow): 100
Industrial (X of Flow): —
Comments:
R5
110-19-c l )
RECEIVING STREAM: ftWC—� I Y'
Class- (I- N`W
Sub -Basin: 03-06-03
�a.
Reference USGS Quad: D ZO WLVgU(pl1ease �ttach)
County: Get (1 -ro✓CJ
Regional Office: As Fe Me Ra We Wi WS
(cirele ego)
��
Requested By: �tn�1 "-_'1""Date: /
Prepared By: � ," '
Reviewed By:
Modeler Date Rec. s
SpV I _ 3 5 20
RIB,G
Drainage Area (mi2) 19.70 Avg. Streamflow (efs):-U o
7Q10 (cis) '
Winter
7Q10
(cis) 00
30Q2 (efs) I,7-0
Toxicity Limits:
IWC
%
(circle ome)
Acute / Chronic
Instream Monitoring:
Parameters 7erlgraiu , DO , Fecal Col �o1 i Conduc
Upstream Location '00 Rct +RsfKtm .,� �i 3c Hwr,t
Downstream Location Af SR 1005
Effluent
Characteristics
Summer
Winter
BODY(mg/0
NHS N (mg/1)
Z
�{
D.O. (mg/1)
5
S
TSS(mg/0
30
3O
F. Col. (/100ml)
1000
1000
PH (SU)
6 -
(,-
t
ic.

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITATIONS BELOW
Effluent Characteristics Monthly DailyAverage Maximum Comments
Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

• ' O� p w
. t+f •M 'm w m
z a o
jj
U LA
i
�•II / '� �� / /1
•aJ7.�I
.\ tills L � �� l `_ ✓`� f (("�1 �'r� i
��N-J�QOa / i7i.J /JJ\ lip Cl
� off•
LA
2 �/ `�i �� cL✓
z U o A n-
LU
LL
z Z�-+ Q�, _ �/ A� 1 A_. m �.� �� �. a IJ�•--�� }

Request No.:
5200``
�A B c)-�..1'.)_
------------------- WASTELOAD ALLOCATION
APPROVAL FORM -----
ED
N.C. btyi. NRCO
Facility Name:
WILLOW BEND SUBDIVISION
NPDES No.:
NCO076686
APR 24 1989
Type of Waste:
DOMESTIC
Status:
PROPOSED
Winston-Salem
Receiving Stream:
BIG ALAMANCE CREEK
Regional Office
Classification:
WSIII-NSW
Subbasin:
030603
Drainage
area:
19.700
sq mi
County:
GUILFORD
Summer
7010:
0.20
cfs
Regional Office:
WINSTON-SALEM
Winter
7010:
1.00
cfs
Requestor:
JULE SHANKLIN
Average
flow:
18.00
cfs
Date of Request:
3/31/89
3002:
1.20
cfs
Quad:
D20NW
-------------------- RECOMMENDED EFFLUENT
LIMITS-------------------------
Wasteflow (mgd):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal coliform (#/100ml):
pH (su):
TP (mg/1):
Summer Winter
*
16
30
2
4
5
5
30
30
1000
1000
6-9
6-9
2
2
w�
ero1 Summer Winter
GM.'sN' �Szttl
7DµFCEIVE03 26
APR Z'( i98%0 30
PERMITS & ENGI4 1000
6-9
2 2
---------------------------- MONITORING --------------------------
Upstream (Y/N): Y Location: 100 FEET UPSTREAM OF DISCHARGE
Downstream (Y/N): Y Location: AT SR 1005
----------------------------- COMMENTS -----------------------------------
EITHER OF THE ABOVE SETS OF LIMITS ARE ACCEPTABLE. RECOMMEND THE REGION
LET THE FACILITY DECIDE. C)y_\,,SS1L0
* THE LIMITS APPLY TO WASTEFLOWS OF 0.02 MGD, 0.04 MGD, AND 0.06 MGD.
RECOMMEND INSTREAM MONITORING OF TEMPERATURE, DO, FECAL COLIFORM, AND
CONDUCTIVITY.
Recommended by:
Reviewed by
(^fTech Support Supervisor:
� 11
(\,V� Regional Supervisor:
-------------------------------------------------
Date:
Date:
Date:
Permits & Engineering: ...ty-1. &LXa-t-L&--------------- Date: __sX/-_-_--
RETURN TO TECHNICAL SERVICES BY: MAY 18_1989___

4

Ivy R.,-ren -Dzo N�3
�cy Vol o
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
960116
M E M O R A N D U M
G3-O6 -03
TO: Marcia Toler-McCullen
THROUGH: Steve Mauney
FROM: Ron Linville
SUBJECT: Facilities Active and Inactive Query of 951228
Guilford County
After considerable effort in the dead files and in our
active files, the following information may be helpful to you.
1. Culp Incorporation (NC0069582) no longer discharges. They
do have a DEM WQ Recycling Permit and subsurface disposal
permitted by Guilford County Environmental Health.
2. Piedmont Natural Gas (NCG510203) appears to be an active
permit; however, the facility may not be operational at this
time.
2. Sugg's Auto (NCG510191) appears to be an active permit;
however, the facility may not be operational at this time.
3. Information on Performance Service & Finance, Inc.
(NC0069001) could not be found and the discharge is believed
not to exist.
4. Information on Willow Bend Subdivision (NC0076686) could not
be found and the discharge is believed not to exist.
5. Information on Windsor Forest (NC0076104) could not be found
and the discharge is believed not to exist.
G. Information on High Point College Proposed Apartment Complex
(No Permit Number) could not be found and the discharge is
believed not to exist.
CC: WSRO
Central Files
a:\query.DEM

NPDES WASTE LOAD ALLOCATION
Engineer
I Date Rec.
/NM-
I V 4 5
I ­?/35
I
C - Date
Facility Name: /CvN {���<Jj Occ�'_ -U %�r� �i �.'�U<-���T �.o,�sf�L �,t'
Existing O
Proposed 0- Permit No.:
Design Capacity (MGD) : ^'GryD Industrial (% of Flow) :
Receiving Stream: UT -/c, / Z"Jpl/LUCE �37EF/c
Pipe No.: County:
Domestic (% of Flow) : /oo
Class: i _ Sub -Basin: E�=63i 03-OG-03
Reference USGS Quad: ?ccw-1ijur 6,jRdE.✓ (Please attach) Requestor: Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design imp.
_)6' Drainage Area (mi2): b 3 i Avg. Streamflow (cfs): C.
7010 (cfs) & Winter 7910 (cfs) o 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): 0.(o slope (fpm) f
velocity (fps): U.i� K1 (base e, per day): O.ti KZ (base e. rpr day): 5.-5
(9.1 41 0,I4smc,0
Effluent
Characteristics
Monthly
Average
Comments
$00 /i
Ito /�
rrvwe�
O C>
Co !
r-1
I Oo
Tss
L-8Y
Effluent I
Characteristics
>':)nthly
Lverage
Comments
3
Do
i
,..
( uccD / oo r. Q
TSB
30
original�Z
location ( Comments: '"�
redd
ation �t P�®
O Yd
1 CF Reviewed By: Date:

..
For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
'Type of Product Produced I Lbs/Day Produced I Effluent Cuideline Reference

6 -01.I" ���� -. �i c �. V� �a r �;I'�Il�i! •_-.-"'ck!,�`�' , . �!a St I �!� i �fl �L �~!� FBI � .. Oil
I V, l - b a--.. L '. (op� i , \•)�1/ , - r Y�.` �f f` R lnli�4 '° / V
���p ��� I ` 5 1 '� �1��% (u��� / I1 • � i �'� ' � � -� // ! u t �, • � j �� •.
;E + 'll /' "..J J r•. , r ✓ I b�'I
�� I�.J \' ��� l �'•I�''�^'� C� '�1 -Pci i �;� / 'O �{ Cu t~l /) d•/.i.}'•��,I � i /( (. 5l�ra' � .%�.
.-i ++ i-I ° o' � l f.:`:� /. . X' s r f u u;k ,.f/ •_)/ I,h I<�c/l�� ,, A �4 _ it � -gyp _>, '�. � .
1 L:, �„• i ( r. �, i ?. ;J f . .�{ ,I f �`1 1, jIT,
� 1� v.••r '� 7.(� i>>•1 f�/ I I la. IUD! \ rya I i�; �'+ �' {1�J'i Il -x`~i �l� ! I.
OIL
ti iya •a.. � „� li•�, � I 4 i i 1 ) I ,�^V .Ay)% � nb. /i/ r.'l 1 _.( 1 �.'�pI'v�o �� ����I \'\� L%% ���>_
� � Iln.' '�< �, . �'`•�•Q-a '"�� a _oen II l�i I t e 1. �t ;fl- / •. '� Aim 1� �:'� , � I ��� I' �(( �i�r .1(" 1.✓\i
ry l.:.'�I , + I "( / -� I - a 'r•ll� f �/l�f- // (I.A✓•� Y�\ � �' ��r c/'�'�� 117, �.(yr �, �I, �J
'�
r i \
I I �-•� a`n is, '_-=� '� r I� t1 '. " ` r � I` �`' " '` y 1, +` �,! I r ` � 1 �� r�a1�(�I ; �1. W>�
ht., ; ' ( a J wmIl� .. • { 'n .; • I+ / '/ , I I -t• , 1 r7.. t l,` r�'. t. ,y .
I -,'�.' �,,.�N �•, � � .. yi'-41;( i 7.' � � � 1 � I / / r . �S, 1 �.� i �f � ; i> �` �l � (� >, � a � � � � l ..`') '
I f, � �+1 �� �� IQ' YI. I �,• �� IIJ). j � , i,,i ✓.. ) � J� � �• I �1� \(' a t'`-.) / r I `�- � � _` �'.f'�-.!'Y' � +
( ' �[ I. fi/�,,�)`�I' {..;�� � 2, ,"�. ,-.�: I ,��•/ �, Ali ���°(� ' 1)�ii r i �"I �L,;�Crr �� � f
. t 1 f 11 rj� l� ! I •\ � I � �! ��l e �) Y`) 11 / 1 i ! J i\� i=a6-_ , � -�F � <;id,� '. ,
Ili-�i's� ,'-$w I�rJ�`i T�._ �.��. u• a `�"`•C�' y4�' �� -;, � 1 Q`".�[l \���. '���F ' ••\I•,, � rr �-%.^� :J :11, r t.
� + b\ . I/ •mil I a• � I\ i'° /!� r �r r•r' 1 ��.�,.,I l �'• { \� r. _V /� 1
I � � � _ .lam � i •l 1 ' I,� v A jai �r �. `. J ,� '�. i � � L � I ` I _ :r ' /��� �'' ' �
�,1,, -l; •�f (,11 \x' v c=;�'-j � rl�j � �,•I�, k )' � r v� �1+,�1 o I �I il' , r'� ; _- .c
1 7 � \� 4' �' JI' � '.�I' �a'� I I .��'�IF�, ..�J�/ •' .� �/ `'`�� � �'� 'I rn�l i 1 ., i. �� ` �e p,.J- �� + --�.
/ -.._ 1 ^JJ i r�- ��.� I�I rl -`' < I )il . .�i• � f�•!i�\ � •` (, ' I '� r l) r J , f-.� � L �':
F "2J� r .. - � . `,•� li _ • li E I -I ��..;,,�� is ,I�1 1,`'� �-= ; • `_�-�'�-- : �;� _
Vy' I .�• ,r (fill; � � `` � ' - � l/ / "-��1i T' � . 1 1 . X . ' I 'L � � / � —� �� � p t � �+j�
` � a 'I� I�'^�� g• I� r/�\1��j, r � �I i � fl 1 i. 1 J ) ,/� � r
I) )� i / .• -, gym— '� :-.( I'i, � � ��/. �� ��\-11 /-�':. v�'I �� �f� i Il"(,-•�i �\I d ('. ��� `' r �' `_
�3 � rl � � I •� • [ _- e:-7 =i11( l � � L a I �fr TT I � ? •.' i � r I 1 . �
��Ir\.•L .•1��' 1_al��"/'yf i'(�`�\ f�/', 1�1/`�.%
k
f�(� \`` _♦'�l {.I; II I\�I/ / t, f1 Z/•�p1�' •/;'Aj''
'j , � �; j( ^µr(� ir. J ...-. � i � i./ /C\ rL./.�.\ �'l l �•-. Lr �rl�ll �N!� \ �-1 - �(' f �11 a� ,�\_`/l�l + ��: (lam � / .
✓ _�. f:ra �r`��,�.. �l� -� ) i I/�•''\,✓. i�o JI I I � ',� �f, f�l(y ;��l. .j ':'�� p,/ I ��` I,l. �. ,:'�� rLa"�,I •.:1� � ` '�L
� r(�_• (ti J �1 i••c' �I`II�' ...- I '-1 l) � F,i.�f�r"'� )�,�)I �1�\ ac., •; �.'l. � �,.rr� +li' �..�
i Y, •, ,�C�'�I(1r�`` �'—C.� .L J (� 'ill �° o �' i--�-.,'•r�,.'.

Reoupst No.
2t35
(A, 6)
---------------- WASTELOAD ALLOCATION APPROVAL FORM---------
Facili.ts Name
Type Of Waste
Receiving Stream
Stream Class
Subbasin
Count,j
Regional Office
Reouestor
Drainage Area (so mi)
7010 (cfs)
Winter 7010 (cfs)
3002 (cfs)
HIGH POINT C0l.L, APT.
DOgfSTIC
UT ALAMANCE CREEK
All
()3e6ei 0301"03
GUILFORD
WSRO
FINAN
.39
0
0
RECEIVED
N.C. Dept. NRCD
APR 1985
Environr.• --nial :Aanagenwd
ift*ton-Salem Reg. Offka
-------------------------
RFCOMMENDED
FFFLLIFNT
LIMTTS
----
LA-) :-bL .
Wasteflow
(mgd)
:
.1
.15
.1
.15
5-Dav BOD
(mg/1)
:
16
16
20
20
Ammonia Nitrogen
(mg/1):
6
6
13
13
Dissolved
Oxwgen
(mg/1):
6
6
6
6
PH (SU)
:
6-9
6-9
6-9
6-9
Fecal Coliform
(/100ml):
1000
1000
1000
1000
TSS (mg/1)
:
30
30
30
30
TOT.PHOS.
mg/l
:
1
1
1
1
-----------------------------------
COMMENTS-------------
--------------------------------------------------------------------------------
FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATTON ( ) OF THnSF PRFVIOUSLY ISSUED
--------------------------------------------------------------------------------
RECOMMENDED BY: : t .. DATE.: 7
REVIEWED BY: IIIJJJ /
SUF'EkVI50k r TECH. SUPPORT .&� /- - - - - - DATE.
REGIONAL SUPERVISOR DATE
Approval is (/) Preliminary ( ) f'
PERMITS MANAGER :__F__....DATF

raigineer I Date Rec.
2�, ??�� NPDES WASTE LOADALLOCATION
h// a as ai3s • ni
Facility Name: •/'/ /oin/i Cct ., ,ccE� Jyap�?rorEf/T �owrPcFx Date_���0./5
Existing O
Proposed O Permit No.: AV114 Pipe No.: County: 4uirFo}i0
Design Capacity (MM): dl ?/ • Industrial (% of Flow): — Ibmestic (% of Flow): /00
�^ ss
Receiving Stream: 1/T -ip JUL,2�VdwcE 6y, class:
Reference USGS Quad: (Please attach) Requestor: f 2�e' _ Regional Office (t/SRO
6k,w,yr _D U 00
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: );. Drainage Area (mi2): /`.''i Avg. Streamf low (cfs):
7010 (cfs) L' Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall):
Slope (fpm) ?(,--7 -
Velocity (fps): Q. 14 K1 (base o, per day): K2 (base e, oPr day):
L 8V
0.1 M c.
Effluent
Characteristics
Monthly
Average
Cbmments
$O06
-n5
0-is )ncot)
Effluent I
Characteristics
ibnthly -
Tmerage <bmments
1
e-
�l
1) O
C
low,
t.
Toi h i
Original Al tion O Comments:
O
O d
Reviewed By: / ^ /, Date: 2 5 g S

J � r
For Appropriate .Dischargers, List Complete Guideline Limitations Below
Effluent
Characteristics
Monthly
Average
Maximum Daily
Average
comments
TYPe of Product Produced Lbs/Day Produced Effluent Guideline Reference

Reouest No. 2135
(Ai6)
--------------------- WASTELOAD ALLOCATION APPROVAI FORM---------------------
Facilitv Name
Tvpe Of Waste
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Reouestor
Drainage Area (so mi)
7010 (cfs)
Winter 7010 (cfs)
3002 (cfs)
HIGH POINT COIL, APT.
DOMESTIC
UT4ALAMANCE CREEK
All
930682 o3 uG.
GUILFORD
WSRO
FINAN
.39
0
0
RECEWM
N.C,1W. Nor"
ii'I tQOC
£nvtrr m, -
NNrmoA-sal®rii rc r vlrf —_
6k*--
L,-). _+,
Wasteflou (mgd)
:
.1
.15
.1
.15
5-Day BOD (mg/1)
:
16
16
20
20
Ammonia Nitrogen
(mg/1):
6
6
13
13
Dissolved Oxygen
(mg/1):
6
6
6
6
PH (SU)
:
6-9
6-9
6-9
6-9
Fecal Coliform (/100m1):
1000
1000
1000
1000
TSS (mg/1)
:
30
30
30
30
TOT.PHOS. mg/1
1
1
1
1
-----------------------------------
COMMENTS
-------------------
FACILITY IS : PROPOSED ( /) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE. PREVIOUSLY ISSUED
RECOMMENDED BY:
REVIEWED BY:
SUPERVISOR. TECH. SUPPORT
REGIONAL SUPERVISOR
Approval is V) Preliminary (
PERMITS MANAGER
�_L - •-� - --IATF:
• L/(- _ DATE : _ 7: l L 8S
t' al
_DATE

Staff Review and Evaluation
NPDES Wastewater Permit
FACILITY INFORMATION
Facility Brookside Housing Development
NPDES No. NCO061045
Design Flow (MGD) 0.015
Facility Class II
STREAM CHARACTERISTICS
Stream Name UT Little Alamance Cr.
Stream Class
Drainage Area (mil)
S7Q10 (cfs)
W7Q10 (cfs)
3OQ2 (cfs)
IWC (%)
Proposed Changes
Parameters Affected
Basis for change(s)
Monitoring Frequencies
Ammonia/WET limit
TRC Limit
Compliance Schedule:
Special Condition(s):
Permits & Engineering Comments:
03 cqco U3
The permittee has the ability to connect to the City of Greensboro's municipal sewer system,
and plans to submit a written request for rescission of this permit by October 30, 1995. No p(lgr f
r
Regional Office Evaluation and Recommendations:
Pam 1 r ATwK-D.

Streamline Package
Technician Checklist
Old Permit File Review
Instream Data Review
Clean Map 13
Stream Classification Check ® We
fix ;
(include stream index no. and date) �� ��'
1,e�CIQSj
Old WLA file 13

Permit No. NC0061045
SUPPLEMENT TO PERMIT COVER SHEET
Thomas D. Smitherman
is hereby authorized to:
` 1. Continue to operate an existing 0.015 MGD treatment facility consisting of a flow splitter, bar
screens, parallel aeration tanks, dual final clarifiers, chemical feed system, phosphorus removal
section (plate settling), back wash tank, aerated sludge holding tank, chlorinator, and flow
measuring and recording facilities located at Brookside Housing Development, Alamance Road
(NCSR 1005), Southeast of Greensboro, Guilford County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed tributary to Little Alamance Creek which is classified Class WS-III NSW waters in the
Cape Fear River Basin.
x.,

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1
- October 31) Permit No. NCO061045
During the period beginning on the effective date of the permit and lasting until expiration, the Petmittee is authorized to discharge from
outfall(s) serial number 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
*Sam ple
Monthly Avg. Weekly Avg. Daily Max
Freauency
Tvpe
Location
Flow
0.015 MGD
Weekly
Instantaneous
I or E
BOD, 5 day, 20°C
17.0 mg/1 25.5 mg/1
2/Month
Grab
E
Total Suspended Residue
30.0 mg/I 45.0 mg/I
2/Month
Grab
E
NH3 asN
7.0 mg/I 10.5 mg/I
2/Month
Grab
E
Dissolved Oxygen"
Weekly
Grab
E
Fecal Coliform (geometric mean)
200.01100 ml 400.0 /100 ml
2/Month
Grab
E
Total Residual Chlorine
Daily
Grab
E
Temperature
Weekly
Grab
E
Total Phosphorus
2.0 m g / I "' -
Weekly
Grab
E
Total Nitrogen (NO2+NO3+TKN)
Quarterly
Grab
E
`Sample locations: E - Effluent, I - Influent
*� The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/I.
*** Quarterly Average Limitation /
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO061045 .
During the period beginning
on the effective date of the permit and lasting until expiration, the Pemuttee is authorized to discharge from
outfall(s) serial number 001.
Such discharges shall be limited and monitored by the permittee as specified below:
'
Effluent Characteristics
Discharge Limitations Monitoring
Requirements
Measurement
Sample
*Sample
i
Monthly Avg, Weekly Avg, Daily Max Frequency
Type
Location
Flow
0.015 MGD Weekly
Instantaneous
_ I or E
BOD, 5 day, 200C
30.0 mg/1 45.0 mg/I 2/Month
Grab
E
Total Suspended Residue
30.0 mg/I 45.0 mg/I 2/Month
Grab
E
NH3 asN
15.0 mg/I 22.5 mg/I 2/Month
Grab
E
Dissolved Oxygen"
Weekly
Grab
E
Fecal Coliform (geometric mean)
200.0 /100 ml 400.0 /100 ml 2/Month
Grab
E
Total Residual Chlorine
Daily
. Grab
E
Temperature
Weekly
Grab
E
Total Phosphorus
2.0 m g /'I "' Weekly
Grab
E
Total Nitrogen (NO2+NO3+TKN)
Quarterly
Grab
E
*Sample locations: E - Effluent, I - Influent
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/l.
** Quarterly Average Limitation
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating. solids or visible foam in other than trace amounts.

J
4
- 'as• ._
NOW
Jim—
Y
•
v
:fit
��,�
q 1 p
ti4+
x.++t -
-
-
r
• _ -
-
..:
2
..
a,
-
u`iued�

0
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., secretary
February 1, 1991
Mr. T. D. Smitherman
6010 Spring Forest Court
Pleasant Garden, NC 27313
George T. Everett, Ph.D.
Director
Subject: Permit No. NCO061045
Brookside Housing Development
Guilford -County
Dear Mr. Smitherman:
In accordance with your application for discharge permit received on September
28, 1989, we are forwarding herewith the subject State - NPDES permit. .This permit is
issued pursuant to the requirements of North Carolina General Statute 143-215.1 and
the Memorandum of Agreement between North Carolina and the US Environmental Protection
Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in
this permit are unacceptable to you, you have the right to an adjudicatory hearing
upon written request within thirty (30) days following receipt of this letter. This
request must be in the form of a written petition, conforming to Chapter 150B of the
North Carolina General Statutes, and filed with the Office of Administrative Hearings,
Post Office Drawer 11666, Raleigh, North Carolina 27604. Unless such demand is made,
this decision shall be final and binding.
Please take notice that this permit is not transferable. Part II, E.4.
addresses the requirements to be followed in case of change in ownership or control of
this discharge.
This permit does not affect the legal requirements to obtain other permits
which may be required by the Division of Environmental Management or permits required
by the Division of Land Resources, Coastal Area Management Act or any other Federal or
Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mr. Jule
Shanklin at telephone number 919/733-5083.
Sincerely,
Original signed by
Dale Overcash for
George T. Everett
cc: Mr. Jim Patrick, EPA
Winston-Salem Regional Office
Pollution Pr ertdon Pays
P.O. Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Permit No. NCO061045
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
PERMIT
TO DISCHARGE WASTEWATER UNDER THE
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina Environmental
Management Commission, and the Federal Water Pollution Control Act, as amended,
oil. ._ I'ils�t
is hereby authorized to discharge wastewater from a facility located at
Brookside Housing Development
Alamance Road (NCSR 1005)
Southeast of Greensboro
Guilford County
to receiving waters designated as an unnamed tributary to Little Alamance Creek in the Cape Fear
River Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, and III hereof.
This permit shall become effective March 1, 1991
This permit and the authorization to discharge shall expire at midnight on February 29, 1996
Signed this day February 1, 1991
Original signed by
Dale Overcash for
George T. Everett, Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0061045
SUPPLEMENT TO PERMIT COVER SHEET
Thomas D. Smitherman
is hereby authorized to:
1. Continue to operate an existing 0.015 MGD treatment facility consisting of a flow sputter, bar
screens, parallel aeration tanks, dual final clarifiers, chemical feed system, phosphorus removal
section (plate settling), back wash tank, aerated sludge holding tank, chlorinator, and flow
measuring and recording facilities located at Brookside Housing Development, Alamance Road
(NCSR 1005), Southeast of Greensboro, Guilford County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed tributary to Little Alamance Creek which is classified Class WS-III NSW waters in the
Cape Fear River Basin.

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NCO061045
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001.
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
'Sample
Monthly Avg. Weekly Avg.
Daily Max Freguency
Type
Location
Flow
0.015 "
Weekly
Instantaneous
I or E
BOD, 5 day, 200C
17.0 mg/I
25.5 mg/I 2/Month
Grab
E
Total Suspended Residue
30.0 mg/I
45.0 mg/I 2/Month
Grab
E
NH3 asN
7.0 mg/I
10.5 mg/I 2/Month
Grab
E
Dissolved Oxygen"
Weekly
Grab
E
Fecal Coliform (geometric mean)
200.0 /100 ml
400.0 1100 ml 2/Month
Grab
E
Total Residual Chlorine
Daily
Grab
E
Temperature
Weekly
Grab
E
Total Phosphorus
2.0 m g / I "'
Weekly
Grab
E
Total Nitrogen (NO2+NO3+TKN)
Quarterly
Grab
E
*Sample locations: E - Effluent, I - Influent
** The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/1.
*** Quarterly Average Limitation
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO061045
During the period beginning on the effective date of the pemiit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen"
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature
Total Phosphorus
Total Nitrogen (NO2+NO3+TKN)
Discharge Limitations
Monthly Avg.
0.015 MGD
30.0 mg/I
30.0 mg/I
15.0 mg/I
200.0 /100 ml
2.0 mg/I"'
Weekly Avg. Daily Max
45.0 mg/I
45.0 mg/I
22.5 mg/I
400.0 /100 ml
Monitoring
Requirements
Measurement
Sample
*Sample
Freguency
Type
Location
Weekly
Instantaneous
I or E
2/Month
Grab
E
2/Month
Grab
E
2/Month
Grab
E
Weekly
Grab
E
2/Month
Grab
E
Daily
. Grab
E
Weekly
Grab
E
Weekly
Grab
E
Quarterly
Grab
E
*Sample locations: E - Effluent, I - Influent
** The daily average dissolved oxygen effluent concentration shall not be less than 5.0 mg/1.
** Quarterly Average Limitation
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part III
Permit No. NCO061045
D. This permit may be modified, or revoked and reissued to change the effluent limitation on
nutrients for this discharge depending upon the following:
1. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.

3003
Z)EG. ETED
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens., Director
April 21, 1999
DAVIDGANNON
GUILFORD CO SCH-E GUILFORD HS
119 FRANKLIN BLVD.
GREENSBORO NC 27401
Dear DAVID GANNON:
Subject: Rescission of NPDES Permit
Permit No. NCO038105
GUILFORD CO SCH-E GUILFORD HS
Guilford County
Reference is made to your request for rescission of the subject NPDES Permit. Staff
of the Winston-Salem Regional Office have confirmed that this Permit is no longer
required. Therefore, in accordance with your request, NPDES Permit No. NCO038105 is
rescinded, effective immediately.
If in the future you wish to again discharge wastewater to the State's surface waters,
you must first apply for and receive a new NPDES Permit. Operating a facility without a
valid NPDES Permit will subject the responsible party to a civil penalty of up to $10,000
per day.
If it would be helpful to discuss this matter further, I would suggest that you contact
the Water Quality staff, Winston-Salem Regional Office at [phone].
Sincerely,
J Kerr T. Stevens
cc: Guilford County Health Department
Winston-Salem - Water Quality Regional Supervisor - Wattachments
Point Source Branch - Dave Goodrich
Operator Training and Certification
Point Source Compliance - Robert Farmer - Wattachments
Mr. Roosevelt Childress, EPA
Central Files - Wattachments
Fran McPherson, DWQ Budget Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50 % recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 15,1996
Ms. Linda Sewall, Director
Division of Environmental Health
P.O. Box 27687
Raleigh, North Carolina 27611-7687
Subject: Permit No. NCO038105
Eastern Guilford Senior HS
Guilford County
Dear Ms. Sewall:
This letter is in response to your letter dated January 25, 1996 regarding the above referenced NPDES
permit.
You mentioned that the draft permit states that "The Permittee shall properly connect to an
operational publicly owned waste water collection system within 180 days of its availability to the site, L
the facility is in noncompliance with its permit effluent limitations for three consecutive months." This
changes the noncompliance from one incidence to three consecutive months and was made as a result of a
resolution to an adjudication of a court case and should subsequently be in all the Guilford County School
permits. Thank you for pointing out this error; I will make this change to the following permits:
NCO038164 - Nathanael Greene Elementary, NCO043362 - Pleasant Garden Elementary, and NCO044383 -
Southeast Senior and Middle Schools.
As per Ms. Cabe's phone conversation with Mr. Lee Spencer today, we understand that you are opposed
to this change due to loading on the Lake Mackintosh water supply watershed. NCO043362 and NCO044385
will be connected to public sewer in 1997 as referenced in the attached letter dated December 20, 1995 from
Guilford County Planning and Development Department. This should ease the loading to the water supply,
and we will let you know if there are any more changes to these permits.
If you have any questions concerning this change, please contact Ms. Mary Cabe at telephone number
[phone], extension 518.
Sincerely,
/>4 ��—
David A. Goodrich, Supervisor
NPDES Group
cc: Winston-Salem Regional Office (with attachment)
Central Files
Permits & Engineering Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
February 15, 1996
Mr. Joe Anzaldua, Jr.
Guilford County Board of Education
119 Franklin Blvd.
Greensboro, North Carolina 27401
/\l.A
awl
IDFEE HNF1
Subject: NPDES Permit Issuance
Permit No. NCO038105
Eastern Guilford Senior High School
Guilford County
Dear Mr. Anzaldua:
In accordance with the application for a discharge permit received on July 10, 1995, the Division is
forwarding herewith the subject NPDES permit. This permit is issued pursuant to the requirements of
North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina
and the U.S. Environmental Protection Agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit are
unacceptable to you, you have the right to an adjudicatory hearing upon written request within thirty (30)
days following receipt of this letter. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, Post Office Drawer 27447, Raleigh, North Carolina 27611-7447. Unless such demand is
made, this decision shall be final and binding.
Please take note that this permit is not transferable. Part 11, EA. addresses the requirements to be
followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which may be required by
the Division of Environmental Management or permits required by the Division of Land Resources,
Coastal Area Management Act or any other Federal or Local governmental permit that may be required.
If you have any questions concerning this permit, please contact Mary Cabe at telephone number
[phone], extension 518.
Sincerely,
Original Signed By
David A. Goodrich
A. Preston Howard, Jr., P.E.
cc: Central Files
Winston-Salem Regional Office, Water Quality Section
Mr. Roosevelt Childress, EPA
Permits and Engineering Unit
Facility Assessment Unit
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10 % post -consumer paper

Permit No. NCO038105
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
�a
TO DISCHARGE WASTEWATER UNDER THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
In compliance with the provision of North Carolina General Statute 143-215.1,
other lawful standards and regulations promulgated and adopted by the North Carolina
Environmental Management Commission, and the Federal Water Pollution Control Act, as
amended,
Guilford County Board of Education
is hereby authorized to discharge wastewater from a facility located at
Eastern Guilford Senior High School
on NCSR 2810 (Peeden Road)
north of Sedalia
Guilford County
to receiving waters designated as an unnamed tributary to Rock Creek in the Cape Fear River
Basin
in accordance with effluent limitations, monitoring requirements, and other conditions set forth in
Parts I, II, III and IV hereof.
This permit shall become effective March 1, 1996.
This permit and authorization to discharge shall expire at midnight on February 28, 2001.
Signed this day February 15, 1996.
Original Signed By
David A Goodrich
A. Preston Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission

Permit No. NC0038105
SUPPLEMENT TO PERMIT COVER SHEET
Guilford County Board of Education
is hereby authorized to:
1. Continue to operate an existing 0.015 MGD wastewater treatment system consisting of a
12240-gallon septic tank, a 5198-gallon dosing tank, a 3680-square foot sandfilter, and a
chlorination system located at Eastern Senior High School, 415 Peeden Drive, Gibsonville,
Guilford County (See Part III of this Permit), and
2. Discharge from said treatment works at the location specified on the attached map into an
unnamed tributary to Rock Creek which is classified Class WS-IV NSW waters in the Cape Fear
River Basin.

\j`, •� .� iu 1, Vi(�.�//I �_.I:
A.,--
..._
Tag/
�T9.1
ca
, ^' I ` � � r ` �'--_ / �1 \=ice i ` / •/` r.�no "'.�
Ej
I �.SII/� Imo_'(' ��'-'�C r �-N �'ltt ��(�`�,. ' _. �+ � :r--.. •�_ i \M�-
fi
I QJ s
! �.
2nAF
' /
_ F _ _ ri6hdCS
mod
__ _- � 1 , i. �)J ��( tw��,'1����'.—`ten �i ��/!::` I r j�/ ��- • ^( � j
ROAD CLASSIFICATION
Primary highway, Light -duty road, hard or -
hard surface.-_._.__. improved surface i SCALE 1:24 o00
I , 0 1 MM1C
Secondary highway, - Its r faao :oeo wro •om m COY Y=FEET
hard surface_.. Unimcroved road ._______
I 5 0 I sROwCIR[
Interstate Route ` -� U. S. Ro_tei Slate Route CONTOUR INTERVAL 5 FEET
NATIONAL GEODETIC VERTICAL 0L'ON. Or 1929
Eastern Guilford Senior High School
Guilford County School System
NPDES No: NCO038105 Guilford County
03-06-03 UT to Rock Creek to Little Alamance Creek �>
Cape Fear River Basin Class WS-Ig NSW ,C ��' OIBSONVILLE, N. C.
p
C20SE Lat: 36005'31" Long: 79037'0711 C,'A:9ANGLE L_OCATIOI. N3600—W7930/7.5
Discharge Point: 001 E

A. O. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS SUMMER (April 1 - October 31) Permit No. NCO038105
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 200C
Total Suspended Residue
NH3 as N
Dissolved Oxygen "
Fecal Coliform (geometric mean)
Total Residual Chlorine
Temperature, °C
Conductivity
Total Nitrogen (NO2+NO3+TKN)
Total Phosphorus
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
*Sample
Monthly Avg. Weekly Avg.
Daily Max
Frequency
Type
Location
0.015 MGD
Weekly
Instantaneous
1 or E
5.0 mg/I
7.5 mg/I
2/Month
Grab
E
30.0 mg/1
45.0 mg/I
2/Month
Grab
E
2.0 mg/I
2/Month
Grab
E
Weekly
Grab
E, U, D
200.0 /100 ml
400.0 1100 ml
2/Month
Grab
E,U,D
2/Week
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
U,D
Quarterly
Grab
E
Quarterly
Grab
E
*Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet above discharge point, D - Downstream 200 feet below discharge point.
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

A. (). EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS WINTER (November 1 - March 31) Permit No. NCO038105
During the period beginning on the effective date of the permit and lasting until expiration, the Permittee is authorized to discharge from
outfall(s) serial number 001. Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Flow
BOD, 5 day, 20°C
Total Suspended Residue
NH3 as N
Dissolved Oxygen
Fecal Colitorm (geometric mean)
Total Residual Chlorine
Temperature, °C
Conductivity
Total Nitrogen (NO2+NO3+TKN)
Total Phosphorus
Discharge Limitations
Monitoring
Requirements
Measurement
Sample
*Sample
Monthly Avg. Weekly Avg.
Daily Max
Frequency
Type
Location
0.015 MGD
Weekly
Instantaneous
I or E
10.0 mg/I
15.0 mg/I
2/Month
Grab
E
30.0 mg/I
45.0 mg/I
2/Month
Grab
E
4.0 mg/I
2/Month
Grab
E
Weekly
Grab
E. U, D
200.0 /100 ml
400.0 1100 ml
2/Month
Grab
E,U,D
2/Week
Grab
E
Weekly
Grab
E,U,D
Weekly
Grab
U,D
Quarterly
Grab
E
Quarterly
Grab
E
*Sample locations: E - Effluent, I - Influent, U - Upstream 100 feet above discharge point, D - Downstream 200 feet below discharge point.
**The daily average dissolved oxygen effluent concentration shall not be less than 6.0 mg/l.
The pH shall not be less than 6.0 standard units nor greater than 9.0 standard units and shall be monitored 2/month at the effluent by grab
sample.
There shall be no discharge of floating solids or visible foam in other than trace amounts.

Part III Permit No. NCO038105
E. The permittee shall properly connect to an operational publicly owned wastewater collection
system within 180 days of its availability to the site, if the facility is in noncompliance with its
permit effluent limitations for three consecutive months.
F. This permit may be modified, or revoked and reissued to include an effluent limitation on
nutrients for this discharge depending upon the following:
1. The findings of a study by the Division of Environmental Management determine nutrient
control is necessary.
2. Local actions do not successfully reduce the nutrient loading on the receiving waters.
3. The onset of problem conditions in the receiving waters.

State of North Carolina
Department of Environment, �
Health and Natural Resources �)
Division of Environmental Management r
James B. Hunt, Jr., Governor ���` L
Jonathan B. Howes, Secretary ID E F1
A. Preston Howard, Jr., P.E., Director
June 25, 1993
David Gannon
Director of Maintenence
Guilford Co. School System
120 Franklin Boulevard
Greensboro, NC 27402
Subject: Permit No. NCO038105
Authorization to Construct
Eastern Guilford Senior High School
Wastewater Treatment Improvements
Guilford County
Dear Mr. Gannon:
A letter of request for an Authorization to Construct was received November 16, 1992 by the
Division and final plans and specifications for the subject project have been reviewed and found to be
satisfactory. Authorization is hereby granted for the removal of existing terra cotta sand filter distribution
pipes to be replaced by a field drilled PVC pipe distribution network and the reworking of sand filters to
produce a level surface and minimum depth of twenty four inches with discharge of treated wastewater
into Little Alamance Creek in the Cape Fear River Basin.
This Authorization to Construct is issued in accordance with Part III, Paragraph A of NPDES
Permit No. NCO038105 issued March 1, 1991, and shall be subject to revocation unless the wastewater
treatment facilities are constructed in accordance with the conditions and limitations specified in Permit No.
NC0038105.
The sludge generated from these treatment facilities must be disposed of in accordance with G.S.
143-215.1 and in a manner approved by the North Carolina Division of Environmental Management.
In the event that the facilities fail to perform satisfactorily, including the creation of nuisance
conditions, the Permittee shall take immediate corrective action, including those as may be required by this
Division, such as the construction of additional or replacement wastewater treatment or disposal facilities.
The Winston-Salem Regional Office, telephone number [phone], shall be notified at least
forty-eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be
made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00
a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays.
Upon completion of construction and prior to operation of this permitted facility, a certification
must be received from a professional engineer certifying that the permitted facility has been installed in
accordance with the NPDES Permit, this Authorization to Construct and the approved plans and
specifications. Mail the Certification to the Permits and Engineering Unit, P.O. Box 29535, Raleigh, NC
27626-0535.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunhy Affirmative Action Employer 500% recycled/ 10% post -consumer paper

Permit No. NC0038105
Authorization to Construct
Guilford County School System
June 25, 1993
Page 2
A copy of the approved plans and specifications shall be maintained on file by the Permittee for the
life of the facility.
The sand media of the sandfilter must comply with the Division's sand specifications. The
engineers certification will be evidence that this certification has been met.
A leakage test shall be performed on the septic tank and dosing tank to insure that any exfiltration
occurs at a rate which does not exceed twenty (20) gallons per twenty-four (24) hour per 1,000 gallons of
tank capacity. The engineer's certification will serve as proof of compliance with this condition.
Failure to abide by the requirements contained in this Authorization to Construct may subject the
Permittee to an enforcement action by the Division of Environmental Management in accordance with
North Carolina General Statute 143-215.6A to 143-215.6C.
The issuance of this Authorization to Construct does not preclude the Permittee from complying
with any and all statutes, rules, regulations, or ordinances which may be imposed by other government
agencies (local, state, and federal) which have jurisdiction.
One (1) set of approved plans and specifications is being forwarded to you. If you have any
questions or need additional information, please contact Sean D. Goris, telephone number 9191733-5083.
Since ly,
esto Zogward)
.
cc: Guilford County Health Department
Winston-Salem Regional Office, Water Quality
Training and Certification Unit
Facilities Assessment Unit

State of North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street 0 Raleigh, North Carolina 27611—
James G.;Mardn, Governor April 18, 1986 R. Paul Wilms
S.- m Thoas Rhodes„Secretary. Director
Mr.+Jerome H. Melton, Superintendent
Guilford County School System
P.O. Drawer B-2
Greensboro, N.C.-27402 -
SUBJECT: Permit No. NCO038105
Authorization to Construct
Guilford County Schools
Wastewater Treatment Facilities
Guilford County
Dear Mr. Melton:
A letter of request for an Authorization to Construct was received April 12,
1988, by the Division and final plans and specifications for the subject project
have been reviewed and found to be satisfactory. Authorization is hereby granted
for the construction of a chlorinator and a contact tank in accordance with
Standard Drawing No. 2 for North Carolina Schools and for postaeration as per the
previously approved standard drawings or by an approved alternative. This
Authorization is for Eastern Guilford High School.
This'Authorization to Construct is issued in accordance with Part III paragraph
B of'the`NPDES Permit No. N00038105 issued October 25, 1985, and shall be subject
to revocation -unless the.wastewater treatment facilities are constructed in
accordance with the conditions and limitations specified in Permit No. NCO038105.
The Permittee must employ a certified wastewater operator in accordance with
Part III paragraph C of the referenced permit.
The sludge generated from these treatment facilities must be disposed of in
accordance with G.S. 143-215.1 and in a manner appr-ovable by the North Carolina
Division of Environmental Management.
In event the facilities fail to perform satisfactorily in meeting its NPDES
permit effluent limits, the permittee shall take such immediate corrective action as
may be requ:&ed by this Division, including the construction of additional
wastewater treatment and disposal facilities.
Pollution Pret"tion Pais
- P.O. Box 27687, Raleo,.Norrh Carolina 27611-7687 Telephone [phone]

If you have any questions or need additional information, please contact Mr.
Randy Jones, telephone number 919/733-5083, ext. 180.
Sincerely,
/ R. Paul Wilms
:cc Guilford County Health; Department
Winston-Salem Regional Supervisor
Mr. Dennis R.-Ramsey
Mr. -John Campbell
Engineer's Certification
I as a duly registered Professional Engineer in
the State of North Carolina, hereby certify that construction of these permitted
facilities has been completed in accordance with the approved plans and
specifications.
Signature Registration Number
Date
NCO038105

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO038105
PERMITTEE NAME: Guilford Count Board of Education / Eastern
Facility Status: Existing Ewsw� �Fo¢o 4i:51ti Sc( oe l
Permit Status: Renewal
Major
Minor q
Pipe No.: 001
Design Capacity: 0.015 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): n/a %
Comments: 1?.r,n,+ is Vl,cLl..l 4( isswnti :�
re6(u^,y Im ws e.r{ of +i-uk _D,'4s-oA's
bns:,n ?Acm,4'^J s(f,{e9Y.
RECENING STREAM: an unnamed tributary to Little Alamance Creek
Class: WS-III NSW
Sub -Basin: 03-06-03
Reference USGS Quad: C20SE (please attach)
County: Guilford
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 10/31/90 Treatment Plant Class: 1
Classification changes within three miles:
No change within three miles.
i
Requested by: ^^� Mack Wiggins Date: 3/16/90
/� Prepared by: d. l�. Sfe4 Date: Y to 0
Reviewed by:&Y.� Date: 00M
l qkl o 1
Modeler
Date Rec.
#
MpS
3 20 5o
Sb3z
Drainage Area (mil ) 0.30 Avg. Streamflow (cfs): o.30
7Q10 (cfs) 0,p Winter 7Q10 (cfs) o. o 30Q2 (cfs) 6.0
Toxicity Limits: IWC too % Acut hronic
Ghron�c�Gene �� nic/Qr'1-rt�/
Instream Monitoring:
Parameters iA.wftr lure, Doi �ecr.l e0(1'4r1Kf cond,A_LIV"+Y
Upstream y Location woT d,sdnue
Downstream Y Location TDo f{ downsi-ck...t o-P
d:tcvv,)t
Effluent
Characteristics
s.v ,r
vJ:n{er
54mnur
�AIKr
BOD5 (m )
14
23
5
l o
NH3-N (mg/1)
4
8
I
1.8
D.O. (mg/1)
6
6
6
6
TSS (mg/1)
3b
30
30
30
F. Col. (/100 ml)
zoo
Zoo
200
Zvo
pH (SU)
6-q
6-9
6-1
6-4
Per s A ,V,
WA 0 OAd
s,oA p(v .eA-A r
30 Q2-0 ferO
Asckarlt5 to 54ftam"
r MOV4I 0* tlSCNq/
w5 SOOA eks AA
6t iaAn . T,K}rA0.
IMMtA
w {t rAw`It Me{kad o
M MIo n.}o f k
w4i+e vf�irDs.�l CW
r f e La
drop
s1=Alt %c rtMou
IkI Ol 41 SC6.r
J
rex 5,6 11t.,M;{S
OT �M f
(A,16u4
( 1
ref4itk .r5 KC
S 4
&ffky Ai4 4� iek,
1 I Ir 'n 4
,� re �t1r t + St,
s. 1 u;rcd
d bt iratrPt k,)
w.+
Comments:
it
C3)

Request No.: 5632
V .Iam
---- ftgM0raFjfiW--- WASTELOAD ALLOCATION APPROVAL FORM
School i
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Wasteflow (mgd):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal coliform (#/100ml):
pH (su):
Toxicity Testing Req.:
-------------------
Upstream (Y/N): Y
Downstream (Y/N): Y
Eastern Guilford High
NCO038105
Domestic
Existing/Renewal
UT to Little Alamance
WS-III NSW
Creek
030603 Drainage
Guilford Summer
Winston-Salem winter
Mack Wiggins Average
3/16/90
C20SE
[MENDED EFFLUENT LIMITS ----
(A)
C0LIVELi
APR U 6 )990
a ea-0^i8q,?and
7(10.
0.00
cfs
7QQ10:
0.00
cfs
flow:
0.3
cfs
30Q2:
0.00
cfs
(B)
Summer Winter Summer Winter
0.015 0.015 0.015 0.015
14 23 5 10
4 8 1 1.8
6 6 6 6
30 30 30 30
200 200 200 200
6-9 6-9 6-9 6-9
Chronic/Ceriodaphnia/Qrtrly
-- MONITORING ----------------------------------
Location: 100 feet upstream of discharge
Location: 200 feet downstream of discharge
--- COMMENTS -----------------------------------
Per standard Division procedure for discharges to streams with 7Q10=0
and 30Q2=0, recommend removal of discharge as soon as an alternate method
of waste disposal can be found. Instream monitoring requirement may be
dropped when the facility agrees, in writing, to a schedule for removal
of discharge.
Existing limits (A) should be applied for the first three years of the
permit, along with the toxicity requirement. After 3 years, limits (B)
should apply and the toxicity requirement can be dropped. An engineering
report should be required within 12 months of permit issuance. Toxicity
test is required to address ammonia, and possibly chlorine toxicity."
Recommend instream monitoring of temperature, DO, fecal coliform, and
conductivity. +Rwi,ki 5hvuAd pa SeAf Q k tt✓ Conan - GhlOnnc.
------------------------------------------ - ------
Recommended by: L, Ste, Date: z/ U
Reviewed byc� ,-
Instream Assessment: /{ (. C, ow(ltd, Date: 312CIND
Regional Supervisor: %'. 6e(� Date: 3 - S- 9y
0
Permits & Engineering: Date: y
RETURN TO TECHNICAL SUPPORT BY: APR 2 8 1990

10/89
Facility Name Ea5-Perm 6,t, 0cd gtg4 permit# (VC003gIoS
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 49 % (defined as treatment two in the North Carolina procedure
document).. The permit holder shall perform quarterly monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of this pemut during the monde of A., I QUA 1� . I)e� Effluent
sampling for this testing shall be. performed at the NPDES permitted final effluent discharge below
all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring Form (AIR-1) for the month in which it was performed, using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chetmical/physical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 0•y cfs
Permited Flow 0, 01S MGD
IWC% 100
Basin & Sub -basin 30603
;Receiving Stream �Ufa L-Wit AlLonaocaer k
'County 6a; I(O rJ
Recommended by:
Date 3I I'
**Chronic Toxicity (Ceriodaphnia) P/F at JL%, Mari jun k� c , See Part _, Condition _.

DIVISION OF ENVIRONMENTAL MANAGEMENT
March 26 ,1990
TO: Dale Overcash
THRU: Ruth Swanek %-S
Trevor Clementsa
FROM: Mike Scoville MDS
1
SUBJECT: NPDES Permit Conditions for Eastern Guilford High School
NPDES No. NC0038105, Guilford County
WLA Request No. 5632
Eastern Guilford High Sch000l discharges to a unnamed tributary to
Little Alamance Creek at a site where the 7Q10 and 30Q2 are both zero. In
accordance to Division procedure for handling domestic discharges to zero -
flow streams, the facility's limits should change three years after permit
issuance (see WLA for specific conditions).
As part of the implementation of the basin -wide permitting schedule,
this permit will again be renewed in February 1991. It is my understanding
that if the permit were to be issued at this time, it would possibly be for
less than a twelve month period. Therefore, there is the likelihood that
the Division will hold the permit and issue it next February.
If the permit is held, the WLA is correct as is; the permit should be
drafted in the normal manner. If a one-year permit is issued this year, the
existing limits (A) should apply and the permit should include special con-
ditions requiring an engineering report within twelve months of permit issu-
ance and indicating to the permittee that the effluent limits will be chang-
ing in the near future.
If you have any questions or comments regarding this matter, please con-
tact me.

REC"IED
N.C. Dt,..NRCD
APR 3 1990
Winston-Salem
Regional Office

INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
Discharger: 2G5i in ru,�or� f�4�A SJ.,)l Permit No.: NC00 39fOS
Receiving Stream: AT- -c, . N1� Ala w „„ iN, h Sub -basin: o30603
Upstream Location: ?onl about effl..ew,f Downstream Location zoo ff, Wimp .iF7wcny
DATE
DEC-90
NOV-90
OCT-90
SEP-90
AUG-90
JUL-90
JUN-90
MAY-90
APR-90
MAR-90
FEB-90
JAN-90
DEC-89
NOV- 89
OCT-89
SEP-89
AUG-89
JUL-89
JUN-89
MAY-89
APR-89
MAR- 89
FEB-89
JAN-89
DEC-88
NOV- 88
OCT-88
SEP-88
AUG-88
JUL-88
JUN-88
MAY -88
APR-88
MAR- 88
FEB-88
JAN-88
DEC-87
NOV-87
OCT-87
SEP-87
AUG-87
JUL-87
JUN-87
MAY-87
APR-87
MAR-87
FEB-87
JAN-87
Upstream Downstream
TEMP D.O. BOD5 COND TEMP D.O. BOD5
12,
-3
15,C
_12
17
8
R'S
a.9
13
9,0
12
8,9
10, o
11
9,s
*1
i1.2
ff.6
11- 8
$
�-
2,
5
s,
Z-
13,0
T
/1,w
g
l i i
101-1
L—
J L_`f
J—
,1-7
ID
9111
to
9, O
7t0
1q
S
�—
�•7
q
B,7
6,
6
q•I
it
7,S
12
sus
5
c 2
I Lf
z Z
S, N
lz I_
COND

cc: Permits and Engineering (NPDES) APR 1 2 1990
Technical Support ✓�
Guilford County Emergency Management
Central Files
WSRO j, • _.
Date April 10, 1990
Page 1 Of 3
NPDES STAFF REPORT AND RECOMMENDATIONS
County Guilford
NPDES Permit No. NC0038105
PART I - GENERAL INFORMATION
1. Facility and Address: Eastern Gulford Senior High,
off Peeden Drive (SR 2810) north of Sedalia,N.C.
Mailing Address: Mr. C. Howard Cross, Assistant
Superintendent for
Logistics,
GuN.ilford 4County Schools,
P. O. Drawer B-2, G
2. Date of Investigation: April 9, 1990 (files) and
October 23, 1989 (site.)
3. Report Prepared by: Arthur R. Hagstrom, Environmental
Engineer, DEM, WSRO, WQ
4. Persons Contacted and Telephone Number:
Mr. David Gannon, Maintenance Supervisor
[phone], 0693 and 0695
Mr. Sammy Sockwell, Utility Crew Chief
5. Directions to Site: Traveling Eastbound
1-400/85,
exit at Rock Creek Interchange, go North to
US 70A,
West on US 70A, turn right on Sedalia Road (SR 2808),
turn left on Bethel Church Road (SR 2752), and then
right on Peeden Road (SR 2810).
6. Discharge Point - Latitude: 360 05' 31"
Longitude: 790 37' 07"
Elevation: 685' +/-
Attach a USGS Map Extract and indicated treatment plant
site and discharge point on map.
USGS Quad No. C20SE or USGS Quad Name Gibsonville, N.C.
7. Size (land available for expansion and upgrading):
Aedquate for upgrade. May not be large enough for
spray irrigation.
8. Topography (relationship to flood plain included):
The site has been graded and slopes near the WWTP
range from 1 to 50. Not in flood plain.

T
Page 2 of 3
NC0038105
April 10, 1990
9. Location of nearest dwelling: The nearest dwelling is
more than 500 feet from the system.
10. Receiving stream or affected surface waters: Storm
drainage system to UT to Rock Creek then Little
Alamance Creek.
a. Classification: Class WS-II, NSW
b. River Basin and Subbasin No.: Cape Fear; 03 06 03,
Cape Fear
C. Describe receiving stream features and pertinent
downstream uses: Water supply stream. Generally
rural farm with some residential areas.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100% Domestic
0% Industrial
a. Volume of Wastewater: 10,000 +/- MGD *per MR's
b. Types and quantities of industrial wastewater:
N/A
C. Prevalent toxic constituents in wastewater:
Chlorine from disinfection.
d. Pretreatment Program (POTWs only): N/A
in development approved
should be required not needed
2. Production rates (industrial discharges only) in
pounds: N/A
a. highest month in the last 12 months
b. highest year in last 5 years
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 components and approximate sizes of the
existing septic tank/sandfilter system include a 12,240
gallon septic tank, a 5,198 gallon dosing tank, dual
6-inch siphons, a 3680 square foot sandfilter, a
chlorination system, and a discharge pipe.

Page 3 of 3
NC0038105
April 10, 1990
5. Sludge handling and disposal scheme: Contract pumping
and hauling to North Buffalo WWTP.
6. Treatment plant classification: Class I
7. SIC Code(s) 8211
Wastewater Code Primary 03
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction
Grants Funds (municipals only)? No
2. Special monitoring requests: None
3. Additional effluent limits requests: None
4. Other: This system was found to be in violatin of its
Permit per a CEI of 10/23/90. The system is designed
to meet secondary limits.
PART IV - EVALUATION AND RECOMMENDATIONS
The Permit should be reissued in accordacne with DEM
policies currently in effect.
l �w a -Qs+ ��%o
Signature of re t preparer'
Water Quality Supervisor

F
To: Permits and Engineering Unit
Water Quality Section
Attention:eview Engineer: Dana Bolden
cc: Technical Support* "
Guilford County Emergency Management*
Central Files*
WSRO* * No NPDES STAFF Report Attached
DATE: MARCH 8, 1993
AUTHORIZATIONS TO CONSTRUCT-(GUILFORD COUNTY SCHOOLS'
WWT SYSTEM REPAIRS & UPGRADES -REPORT AND RECOMMENDATIONS)
County: GUILFORD
SCHOOL NAME
Eastern Guilford HS
McLeansville Elem
NPDES and A to C
NCO038105
NCO038172
Nathaniel Greene Elem NCO038164
Northeast Middle(Jr) & HS NCO038156
Northwest Middle(Jr) & HS NCO038130
Southeast Guilford Middle(Jr) & HS NCO044385
Southern Guilford HS NCO038229
Southern Guilford Primary NCO038091
Sumner Elem NCO032117
PART I - GENERAL INFORMATION
Facility and Address: See NPDES Permit Staff Report
Mailing Address: Mr. Gerald D. Austin*, Associate
Superintendent, Administration/Logistics, Guilford County
Schools, 120 Franklin Boulevard, Greensboro, NC 27401
2 Date of Investigation: March 5 and 6, 1993 WSRO Files
3. Report Prepared by: Arthur R. Hagstrom, Environmental
Engineer, DEM, WSRO, WQ
4. Persons Contacted and Telephone Number:
Mr. Eddie MacEldowney,PE, Davis -Martin -Powell, 919-886-4821
Mr. David Gannon, Maintenance Director, Guilford County
Schools, 919-271-0693
Mr. Gerald D. Austin* 919-271-0700

Guilford County Schools
March 8, 1993
Page 2 of 3
Verified Discharge Point(s), List for all discharge points:
See NPDES Permit Staff Reports( NO CHANGES)
6. Site size and expansion area consistent with application?
X Yes No If No, explain:
7. Topography (relationship to flood plain included): The
WWTP sites have been graded to suit systems. The sites are
not in flood plains.
8. Location of nearest dwellings: Over 500 feet the system
PART II - DESCRIPTION -OF DISCHARGE AND TREATMENT WORKS
1. Existing treatment facility:
a. What is the current permitted capacity of the facility?
See NPDES Permits and/or attached NPDES Staff Reports.
(NO CAPACITY CHANGES)
b. Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two (2)
years: None
They added "Chlorination"/DEM's insistence in recent
years.
c. What is the actual treatment capacity of the current
facilities (design volume)? See NPDES STAFF REPORTS
(NO CHANGES)
d.Please provide a description of existing or substantially
constructed wastewater treatment facilities: The existing
WWT systems consists of a septic tanks, dosing tanks,
siphons, sand filters, and tablet chlorination systems. See
NPDES STAFF REPORT for details.
2.Please provide a description of proposed wastewater
treatment facilities: Remove and replace sand as needed,
replace sand filter distribution systems with PVC system
pipe system. Remove, replace, and/or repair the systems so
that they should work better. The Terra Cotta distributors
that have never worked well at any schools observed by
the writer are being replaced by a PVC pipe system that
should work better.
3.Residuals handling and utilization/disposal scheme:
Septage will continue to be pumped out by contract and
placed onto Greensboro's North Buffalo WWTP
a.If residuals are being land applied, please specify DEM
permit no.- N/A
Residuals Contractor: N/A Telephone No.
b.Residuals stabilization: PSRP: N/A PFRP: N/A
Other: N/A Landfill: N/A

Guilford County Schools
March 8, 1993
Page 3 of 3
d. Other disposal/utilization scheme (Specify): None
4. Treatment plant classification (attach completed rating
sheet): Class " I ", Septic Tanks, Dosing Tanks, Sand
Filters, Tablet Chlorination with Contact Tanks, Step or
Rip -Rap Rearation. (SEE STAFF REPORTS)
5.SIC Code(s): 8211
Wastewater Code(s) of actual wastewater, not particular
facilities:
Primary 03 Secondary N/A
Main Treatment Unit Code: 4 6 0 X 7 (Has Chlorination)
6.Important SOC, JOC or Compliance Schedule dates: (Please
indicate): None Date N/A
Submission of Plans and Specifications
Begin Construction
Complete Construction
PART III - EVALUATION AND RECOMMENDATIONS
The WSRO recommends that the A to C's be issued. These
Guilford County Schools will be going under a DEM( ZERO 7Q10
Policy) mandated SOC, but the upgrades in these A to C's
should improve effluent quality until SOC changes are
completed in from 2 to 10 years. The repairs, additions, and
sand filter distributor upgrade should provide the SCHOOL
SYSTEM with the most economical and appropriate treatment
available for the intermittent waste generated by the
schools until municipal sewers are available or they are
able to remove the discharge from the STATE's waters.
Arthur R.-Hagstlr6meVreparer
Water Quality Supery sor
Date

B
Lj
31 Engineer Date
NP�DES WASTELOAD ALLOCATION
Facility Name: ruL % alfacl/ /t.��l S,2 Date P .23-��.
Existing
Proposed
Permit No.:
O
Pipe No.:
OD / County:
Design Capacity (MGD) : �. / �
Industrial
(% of Flow) :
Ibmestic (% of Flow) : C7
L'7T�e
��/i10/JCPClass:
/� /�
Sub -Basin: 3—D�-O 3
Receiving
Stream: !l7 fo
Reference
USGS Quad: G Zo SE
(Please
attach) Requestor: .
//��Q
,el, gntL Regional Office
(6uidellne limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: a5'C LST Drainage Area (mil): 0.3 Avg. Streamflow (cfs): D,3
7Ql0 (cfs) D Winter 7010 (cfs) 6 30Q2 (cfs) O
Location of D.O. minimum (miles below outfall): 0.4 0.5 Slope (fpm) 31.0
Velocity (fps): Kl (base e, per day): KZ (base e. per day): 5.5B
L 8Y
P
Effluent
Characteristics
Monthly
Average
Comments
s,
'
V....MM
O
G, I
N
(o- .S Iti
cca( Co\: w-
1000 ao
TSS
30 h
Effluent
Characteristics
tenthly
T.verage Comments
�os�s
ism J
%} AI
b�
T5 5
7 0
Allocation
O
v Comments:
Allocation
O
Confirmation Q
�� .II Z Reviewed By:s�^Xf Date: ll Z b
Prepared By: aDi '

For Appropriate .Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average comments
f�
?jape of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

Reauest. Nn. t 857
--------------------- WASTELOAD AL.L.00ATION APPROVAL. FORM ---------------------
Facility Name
:
E. GI.IILFGRD HIGH SCH.
Tvee Of Waste
:
DOMESTIC
Receiving Stream
:
LIT L.ITTL.E
AL.AMANCE. CR.
RCD
Stream Class
:
All
Subbasin
:
030603
84
FEnv!rcnrrcntai9Manage�,Pnt
County
:
GUILFORD
Regional Office
WSRO
Reouestor
:
HELEN FOWLER
Winston-Salem Reg. Office
sion-aleg.Of
Drainage Area (so
mi) :
.3
7010 (efs)
:
0
Winter 7010 (cfs)
:
0
3002 (cfs)
:
0
-------------------------
RECOMMENDED
EFFLUF..NT LIMITS ---------------------
5wN^Maa
YW.N Ttq
Wasteflow (mgd)
:
.015
.015
5-Daw BOD (mg/1)
:
14
15 Z-'5 MSia
Ammonia Nitrogen
(mg/1):
4
�_
10 k �LQ
Dissolved Oxw9 en
(mg/1):
6
6
PH (SU)
:
6-8.5
6-8.5 -
Fecal Coliform (/100m1)t
1000
1000
TSS (mg/1)
:
30
30
-----------------------------------
COMMENTS
------------------------------
REQUIRE DISCHARGE POINT BELOW POND.
------------------------------------------------------------------------------
FACILITY IS : PROPOSED ( ) EXISTING, ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PRFVIOUSL.Y ISSUED
-----------------------------------------------------------------------------
RECOMMENDED BY: __.DATF.:
VIEWB REVIEWED : Y
SUPERVISOR. TECH. SUPPORT DATE
--
REGIONAL SUPERVISORDATF.
Aeeroval is ( ) ereliminarw ( ) final
PERMITS MANAGER

t, " I i.
'I' I ., . : I I j . , ..

j
V4
S
i
i• 3
d
m
I
Coll

CQW p
G.olb
C6on ��/i
50
41Q to '{to ,
D
�o
o.a
_}<QZi Otz
O-o4
g
i
to
4400
50
1,300
A6
(J40
P506
a8
cp ao
(solo
iaoo
aooa
Ss
_-_19to
00
, le
n =
2.7-
s. - 0•8
--
—
a 0

I

cJA
******** MODEL RESULTS *******
DISCHARGER :E. GU.ILFORD HIGH SCH.
RECEIVING STREAM :UT LITTLE ALAMANCE CR.
THE END L.D. IS 7.04 MG/L
THE END CBOD IS 24.83 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 4.91 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.5
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 55 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.015 MGI1

*** MDDEL,`SUMMARY DATA ***
DISCHARGER
E.
GUILFORD HIGH SCH.
SUBBASIN :
030603
RECEIVING STREAM
:
UT
LITTLE ALAMANCE CR.
STREAM CLASS:
All
7010
0
CFS
WINTER 7010 :
0 CFS
DESIGN TEMPERATURE
:
15
DEGREES C.
WASTEFL.OW :
.01.5 MOD
ILENGTHISLOPE I VELOCITY IDEPTH I K1
IMILES IFT/MI I FPS I FT I /DAY
---------------------------------------------------
I I I I I
SEGMENT 1 1 2.301 31.001 0.100 1 0.12 1 0.57
REACH 1 I I I I I
REQUIRE_ DISCHARGE POINT BELOW POND.
*** INPUT DATA SUMMARY ***
I K1 I K2 I K2 I Kn I
1 02.0 I/DRY 1 P20 I/DAY I
1 0.71 1 5.001 5.581 0.001
I I I I I
I
FLOW
I CBOD I
NBOD I
D.O. I
I
CFS
I MG/L I
MG/L I
MG/L I
I
I
SEGMENT 1 REACH 1 I
I I
I I
I
I
I
WASTE 1
0.023
1 55.000 1
0.000 1
6.000 1
HEADWATERSI
0.000
1 0.000 1
0.000 1
0.000 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 I
RUNOFF * 1
0.000 1
0.000 1
0.000 1
0.000 1
- * RUNOFF FLOW IS IN CFS/MILE

DISCHARGER
RECEIVING STREAM
MODEL RESULTS *W*****W*
SE. GUILFORD HIGH SCH.
:UT LITTLE ALAMANCE OR,
THE END D.O. IS 6.97 MG/L
THE END CBOD IS 8.52 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 4.92 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MIL.EFOINT 0.4
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 30 MG/L. OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/I. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.015 MGD

** M`ODEL•`SUMMARY DATA
***
DISCHARGER
S
E. GUILFORD HIGH SCH.
SUBBASIN
030603
RECEIVING STREAM
I
UT LITTLE AL.AMANCE OR.
STREAM CLASS!
All
7010
I
0 CFS
WINTER 7010 :
CFS
DESIGN TEMPERATURE
i
25 DEGREES C.
WASTF.FL.OW S
.015 MGD
ILENGTHISLOPE I VELOCITY IDEPTH I K1 I K1 I K2 I K2 I Kn I
IMILES IFT/MI I FPS I FT I /DAY 1 @2.0 I/DAY 1 @20 I/DAY I
I I I I I I I I I I
SEGMENT 1 1 2.301 31.001 0.100 1 0.12 1 0.90 1 0.71 1 6.221 5.581 0.001
REACH I I I I I I I I I I I
------------------------------------------------------------------
REQUIRE DISCHARGE POINT BELOW POND.
*** INPUT DATA SUMMARY ***
I
FLOW
I CBOD I
NBOU I
D.O. I
I
CFS
I MG/L I
MG/L I
MG/L 1
I
SEGMENT I REACH 1 1
I I
1 I
I
I
I
I
WASTE 1
0.023
1 30.000 1
0.000 1
6.000 1
HEADWATERSI
0.000
1 0.000 1
0.000 1
0.000 1
TRIBUTARY 1
0.000
1 0.000 1
0.000 1
0.000 1
RUNOFF * 1
0.000
1 0.000 1
0.000 1
0.000 I
* RUNOFF FLOW IS IN CFS/MILE

fUR uAiA f.uRAoLPMAI u3L
FACILITY NO.
WASTE LOAD ALLOCATION REQUEST
/)&
Actual Facility
-
Date of Request
GG
�4 7/ % I
/_/
Proposed Facility
TO:
Mikes McGheel Technical
Date Needed
J�y/Z7 /-7
FROM:
Nr /McO —
,Seervvices
L • L • � �" j� 6-x5o/t1
SUBJECT: Effluent Limits
for NPDES Permit No.(001 )
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 ) L/
4ef#57 ;"I �!//LGO/ZO i/0/Z /Fs!/ SG�/ce�G
County (104 )
/
CZ4I/GFd/10
Type (400 )
/_7 Mu /_JId
Equiv. Population Served (202 )
Latitude (115 )� /�
Longitude (11f ) �/
201 Area (263 )
208 Area (264 )
Subbasin(112 )
03 0(�) 03
Stream Classification (269
C?C.rs s 6 4=-
Receiving Stream (109 )& 7- •,.o
L�TiTLE , Z4#,i9�E" 69*-
Drain. Ar a(267 )
"" �
7/10 Flow(270)
a CC) z
Ratio Waste 7/10 (303 )
Design Capacity (207 )
ouJA%
Design Temperature (NKP)
�s
Elevation (NKP)
724) 0 )
Location Discharger (NKP) ,7,OW/G&'S 0/
st0.7LiA v,u A-QSO- 47sz de7e,-.&
zu e 54 s 2 f-0 k 4ti0 2 P//
rincipal Product (NKP)
�j�f57/G� /1hf57�1�¢T�Z'
Sample No.
41
B0D5(m9/Z)
310
°ecaZ CaZiform
11,00mt 31616
Temperature
a F II
DO (mg/Z)
300
I - Mo. Averaqe Concentration 01
- Wk. Average Concentration 02
J - Minimum Concentration 03
K - Maximum Concentration 04
M - Monthly Average Loading 05
- Weekly Average Loadin 06
P - Minimum Loading 07
Q - Ma.-inrwn Loading 08
T - Frequency of Analysis 09
W - Sw7vle Type 10
Total Residue
(m /Z) 500
NH3-N
(m Z) 600
pH (units)
400
T `
I - Mo. Average Concentration 21
- Wk. Average Concentration 22
J - Minimum Concentration 23
K - Maii.mwn Concentration 24
M - Monthly Average Lo_ ing 25
- Weekly. -Average Loadi 26
P - Minimum Loading27
Q - Maximum Loading 26
T - Frequency of Analysis 29
W - ScMZe Type 30
UOD (NKP) 43 /'42
,.4 _/O^7%

�y
i