NC0045152_Wasteload Allocation_19890906

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO045152 r u )fir
FACILITY NAME: B. E. Jordan Elementary School
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Minor `1
Design Capacity: 0.0075 MGD
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
PI '
M1
Refer: Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
RECEIVING STREAM:
Class: C-NSW
Haw River
Sub -Basin: -93.06.64- 03-aG-oz-
Reference USGS Quad: D 21 NE (please attach)
C nnty* Alamance
Regional Office: Winston-Salem Regional Office
Requested by: Rosanne Barons Date: 8/21/89
Prepared by: �c,Date: 4 31 Y
Reviewed by: (Al" ate: q " g
Z�,
Modeler
Date Rec.
#
1kDS
¢ zz 89
53S t
Drainage Area (mil ) 1026 Avg. Streamflow (cfs): 4110
7Q10 (cfs) y/p Winter 7Q10 (cfs) Jp3 30Q2 (cfs)
Toxicity Limits: IWC %
Instream Monitoring:
Upstream
u
Acute/Chronic
Location
Downstream N Location
Effluent
Characteristics
Summer
Winter
BOD2 (mg/1)
3D
NH3-N (mg/1)
N
D.O. (mgp)
lVR
L4M
TSS (mg/1)
30
F. Col. (/100 ml)
2oc�
pH (SU)
1 f%TRU
Comments:

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W
A. (I}. EFFLUENT LIMITATIONS AND MONITORING REQUIREMENTS Final
During the period beginning on the effective date of the Permit and lasting until expi rati on ,
the permi ttee is authorized to discharge from outfal l (s) serial numbers )001 •
Such discharges shall be limited and monitored by the permittee as specified below:
Effluent Characteristics
Discharge Limitations
K da ..day) Other -Units (Specify)
Monthly AV . Weekly An. Mont vweekly Avg.
Moni tors ng_Requirements
Measurement Sample :� Sample
T e_
`uenc T_p e Locati on
Flow
0.0075 MGD Weekly
Instantaneous
I or E
QOD, 5Day, 200C
30 mg/1 '45 mg/l 2/Month
Grab
E
NH as N
Monthly
Grab
E :•
TS9
30 mg/l 45 ing/l 2/Month
Grab
E
Fecal Coliform (geometric mean)
2/Month
Grab
E
Dissolved Oxygen (mini mule)
Weekly
Grab
E ' ,••
Temperature
Weekly
Grab
E
Residual Chlorine
Daily
Grab
E
-0,
(cr-
E ' Effluent, I -Influent
' V .rr'•. .. _ ..
The pH
shall not be less than
6.0 standard
units nor greater than 9.0 standard units and
shall
be monitored weekly at
the effluent by
drab sample.
There
shall be no discharge of
floating solids
or visible foam in other than trace amounts.

08/2i/89
`
COMPLIANCE EVALUATION
ANALYSIS REPORT
PAGE 1
PERMIT~-NC0O45i52
PIPE--OO1
REPORT PERIOD'
8807-8906
LOC---E
FACILITY--ALAMANCE
CO %CM-JORDAN ELEM
DE%%Cz,N FLOW--
.0075
CLA%%--i
LOCATION--�RAHAM
RE�ION/COUNTY--O4
ALAMANCE
5OO5O
O03iO
00530
006iO
31616
5O06O
00300
000i0
MONTH
Q/MGD
BOD
RE%/T��
NH3+NH4-
FEC COI
CHLOR
INE
DO
TEMP
L%M%T F
.0075 F
3O.0O
F 30.0
NOL
NOL
NOL
NOL
NOL
Elf /07
.0020
14.00
i6^0
5.17
2.O
.300
12.00
i9.O0
88/O8
.0020
24^00
i9.0
5.77
23.0
.300
11.00
20.00
88/09
.00O2 LE%%THAN
8^O
7.68
2.0
.300
12.00
12.00
88/10
^0040
16^00
14.0
.65
2.0
.300
12^00
15.00
88/ii
.0020
i9.0O
2i.O
ii.4i
2.O
.300
13.O0
i2.00
88/i2
.0030
8^O0
19^0
40.00
2.0
.3O0
44.O0
12.O0
89/01
.O02'
10^00
i8.O
i7^ii
4.0
.3OO
15.00
9.00
89/02
.0O2O
15.00
i5.0
i5.99
LE%%THAN
.300
15.00
8.0O
89/03
.0020
14^00
17^0
11.66
LE%%THAN
.3OO
15.00
i0.00
89/04
.0020
9.00
15^0
4.i3
LE%%THAN
.3O0
16^00
i2.O0
89/05
^0020
21.00
17.0
i1^31
LE%%THAN
.300
i2.0O
18.O0
89/06
^0O20
11.00
LE%%THAN
AOLE%%THAN
.30O
7.O0
22.00
AVERAGE
.002i
14.63
16.2
i0.91
5.2
.300
12.83
i4^O8
MAXIMUM
^0O40
24.00
21.0
40^00
23.0
.300
i6.00
22.00
M%NIMUM
.00O2 LE%%THAN
LE%%THAN
.i0
LE%%THAN
.300
7.00
8.O0
UN%T
KID
MCy, /L
MG/L
MC;/L
�/iO0ML
MG/L
MCS,/L
DE�.0

[�
�^X8 ~ ' ' '' '
��.,-�/N� ` ' ^ 08/2i/89
^ COMPLIANCE EVALUATION ANALMI% REPORT PAGE 2
PERM%T--NCOO45i52 PIPE--O0i REPORT PERIOD� 88O7.... 8906 LOC.... -.... E
FACILITY--ALAMANCE CO %CH-JORDAN ELEM DE%IGN FLOW-- .107 075 CLA%%--i
LOCATION~~CRAHAM IRE GION/COUNTY--O4 ALAMANCE
00400
MONTH PH
LIM%T 9^0 6.0
88/07 7^7~7.5
88/08 7.6.... 7.5
88/09
88/10 7.8-7.5
88/11 8^O~7.3
88/i2 7^7-7^6
89/Oi 7.7-7^6
89/02 7^5-7.4
89/03 7^7-7^5
89/04 7^6.... 7^5
89/05 7.7-7.5
^
89/06
AVIERAGE .... _.... .... ... .... .... ....
MAXIMUM 8.000
MINIMUM 7.30O
UN%T %U

. , . ^
GKEX88/M� '
'
�,
'
�'
'
O8/2i/89
^`
COMPLIANCE
EVALUATION ANALYSI%
REPORT
PA("E i
PERMIT--NC�045i52
PIPE--O0i
REPORT
PER%OD�
87O7-8886
LOC---E
FACILITY- ....
ALAMANCE
CO %CH ....
JORE) AN ELEM
DE%I�N FLOW--
.0075
CLA%%--i
LOCATION ......
�RAHAM
REG'ION/COUNTY--04 ALAMANCE
50050
00310
0053O
00610
31616
5O060
00300
0O010
MONTH
Q/MGD
BOD
%/T%% NNH4-
REH3+
FEC COLI
CHLORINE
DO
-TEMP
LIMIT F
^0075 F
30.00
F 30.O
87/07
LIMIT F
.0075 F
30.00
F 30.0
NOL
ND L
NOL
87/O8
.O020
.300
i2.0O
i9.00 '
LIMIT F
.0075 F
3O.0O
F 30^0
NOL
NOL
NOL
NOL
NOL
87/09
.0020
5.00
25.O
2^81
2.O
.400
ii.00
18.0O
87/10
.0020
19.00
19.0
5^41
2.0
^5O0
12.0O
12.O0
87/11
.0020
24.00
12^()
7.02
2.0
.500
13.0O
7.00
87/12
.0020
3.0O
1^0
2.O
.400
i3.80
7.00
88/Oi
^0O1O
2O.O0
22^0
4.72
2.0
.500
15.00
7.O0
88/02
.0O20
13.00
12^0
4.31
2.O
.400
i5.00
i0^OM
88/03
.AD' 02O
11.00
9^0
5.12
2.0
.400
15.00
i2.00
88/04
^0O20
1i.O0
7.O
4^12
2^0
^400
i3.O0
6.00
88/0'55
^002O
8.0O
10.0
4^31
2.O
.300
i2.00
i0.00
88/O6
^0020
12.00
14.0
3^77
2.0
12.0OO
12^00
19.00
AVERAGE
^0O19
12^60
13.i
4^62
2.0
1.463
13.00
11.54
MAXIMUM
.0020
24.00
25.0
7.O2
2.O
12.000
15.00
19.00
MINIMUM
.00i0
3.00
i^0
2.81
2.0
.300
11.00
6.00
UNIT
MG,D
MQ/L
MQ�L
MG'/L
:NK/10OML
MG/L
MG/L
DEG.0

C,^ ~ ` `� ` ' ` ' ' 08/2i/89
..��.�--..1-1 ..
. ^ COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
FT: RMIT.... .... NCOO45i52 PIPE.... .... O0i REPORT PERIOD: 8707-8806 LOCI* ---E
FAC1L1iY--MLAMAMC, Er CD 3C1-1-JORDAM ELEM DE%%GN FLOW-- .0075 CLASS .... .... i
LOCAT%ON--GIRA HAM REGfION/C0UNTY...... 04 ALAMANCE
0O4OO
MONTH PH
LIMIT 9^O 6.0
87/07
LIM%T 9.0 6.0
87/O8
LIMIT 9.0 6^0
87/O9
87/i0
87/ii
87/12 7.9-7.6
88y01 7"7-7.5
88/02 7.6.... 7.5
88/03 7^'7-7.5
88/04 8^O~7.8
88/05 7.7-7.6
88/06 7^5-7.4
AVIERAGiE .... _.... _.... .... _....
MAXIMUM 8.800
MINIMUM 7.48O
UNIT %U

08/2i/89
COMPLIANCE
EVALUATION
ANALY%IS
REPORT
PAGE i
PERMIT--NC0O45i52
PIPE--OOi
REPORT PERIOD'
86O7-87O6
LOC---E
FACILITY--ALAMANCE
CO %CH-JORDAN
DE%I
LO--
7
--iN
LOCATION--�RAHAM
RE�ION/COUNTY--04
ALAMANCE
50050
0031O
00530
O06iM
3i6i6
50060
00300
00010
MONTH
Q/MC.;D
BOD
RE%/TIT%
NH3+NH4-
FEC COLI
CHLORINE
DO
TEMP
LIMIT F
.0075 F
"O.00
F 3O^O
NOL
NOL
NOL
86/09
.0090F
LE%%THAN
13.00
i9.00
86/10
.0090F
20.00
LIMIT F
.0O75 F
30.00
F 3O^O
NOL
NOL
NOL
NOL
NOL
86/11
'0O5O
i^5O
i2.0
^07
2.0
.700
13^00
17.00
86/12
.0020
14.00
35.0F
5.24
2.0
^600
12.00
ii.00
87/0i
^0030
27.00
29.O
.40
2.0
.6O0
13^00
9.00
87/02
.0020
10.00
22^M
LE%%THAN
2.0
i.000
14^OO
87/03
.0020
3^O0
30^0
.i2
5.O
i.0OO
i4.O0
9.O0
87/04
^O1,-)20
14^00
20.O
6^54
47.O
.5OO
13.00
9.00
87/05
.09020
14.00
27.0
5.59
2^O
1.100
12^00
i4.00
87/06
.0020
25.0O
47.0F
47.36
36.0
.70O
11.00
i9.00
AVERA�E
^0038
13.56
27.7
9.33
12.2
.775
12^77
14.11
MAXIMUM
.10090
27^OO
47.0
47.36
47.0
i.100
14^00
20.00
MINIMUM
.0O20
i.50
i2^0
LE%%THAN
LE%%THAN
.5O0
ii^00
9.00
UNIT
M�D
M�/L
M�/L
M�/L
#/i0OML
MG/L..
MG/L
DEG.0

,
08/21/89
COMPLIANCE EVALUATION ANALYSIS REPORT PAGE 2
PERMIT--NC0O45i52 PIPE-~00i REPORT PERIOD� 86O7-8706 LOC---E
ALAMAN.0075 CLA%%--iFACIL%TY
LOCATION--GRAHAM REGION/COUNTY.... .... 04 ALAMANCE
00400
MONTH PH
LIMIT 9.0 6^O
86/09 7^8-7.8
86/10
LIMIT 9^0 6.O
86/ii
86/12
87/0i
87/02
87/03 8^4--- 8.4
87/04 8.0.... 8^0
87/05
87/06
AVE.:RAGE _.... .... .... .... .... .... _
MAXIMUM 8^4OO
MINIMUM 7^200
UN%T %U

Request No.:
------------------- WASTELOAD ALLOCATION APPROVAL FORM
Facility Name: B.E. Jordan Elementary School
NPDES No.: NCO045152
Type of Waste: Domestic
Status: Existing\4v4v-�o,(
Receiving Stream: Haw River
Classification: C-NSW
,_.._.
RECEIVED
5ME Dept. NRCD
AUG 2 R 1989
Winst^n-Salem
Regional Office
Subbasin:
e36 04 03060z-
Drainage
area:
1026
sq mi
County:
Alamance
Summer
7Q10:
40.00
cfs
Regional Office:
Winston-Salem
Winter
7Q10:
103.00
cfs
Requestor:
Rosanne Barona
Average
flow:
940
cfs
Date of Request:
8/21/89
30Q2:
cfs
Quad:
D21NE
EFFLUENT LIMITS --
Wasteflow (mgd): 0.0075
BOD5 (mg/1):
30
NH3N (mg/1):
NR
DO (mg/1):
NR
TSS (mg/1):
30
Fecal coliform (#/100ml):
200
pH (su):
6-9
Toxicity Testing Req.:
REC-iVE3
N UG 3 0 1989
PERMIT;; & cpi MEERING
1
---------------------------- MONITORING ------------------------- -------
Upstream (Y/N): N Location: TvL
Downstream (Y/N): N Location:
----------------------------- COMMENTS -----------------------------------
These are existing limits, except for the fecal coliform.
--------------------------------------------------------------------------
Recommended by: 4nt4,l ,1. SG,i (� Date: $ 22I 8
Reviewed by
.GnB(7[. �Sre9s>
art Supervisor: 2 L , & Date: g%23J�
Regional Supervisor: io, 6v. Date:
la�Permits & Engineering: Date: g 3�
RETURN TO TECHNICAL SERVICES BY: SEP 22 1989

CC: Tech. Services (Marcia Toler-McCullen)
Permits and Engineering
County Health Dept.
Central Files
WSRO
Date November 6. 1989
NPDES STAFF REPORT AND RECOMMENDATIONS
County Alamance
NPDES Permit No. NCO045152
PART I - GENERAL INFORMATION .,
1. Facility and Address:
B. E. Jordan Elementary School
5827 Church Road
Graham, NC 27253
2. Date of Investigation: November 1, 1989 David Russell
and Eric Galamb
3. Report Prepared by: Eric Galamb
4. Persons Contacted and Telephone Number:
J. D. McClendon C. Jefferies [phone]
N. Moore
5. Directions to Site:
Travel South from Graham on Hwy 87 approx. 15 miles to
SR 2171. Turn left on SR 2171 and travel approx. 0.6
mile. The STP is on north side of SR 2171
6. Discharge Point - Latitude: 350 56' 45"
Longitude: 790 19' 15"
Attach a USGS Map Extract and indicated treatment plant
site and discharge point on map.
USGS Quad No. D21NE or USGS Quad Name
Saxapahaw
7. Size (land available for expansion and upgrading):
The school has plenty of room to expand and upgrade to
a sandfilter system.
8. Topography (relationship to flood plain included):
The treatment plant is approximately 80 feet above and
1800 feet west of the Haw River.

9. Location of nearest dwelling:
Approximately 150' west of treatment plant. (single
family) .
10. Receiving stream or affected surface waters: Haw River
a. Classification: C-NSW
b. River Basin and Subbasin No.: 03-06-02
c. Describe receiving stream features and pertinent
downstream uses: Nutrient sensitive waters which
require limitations on nutrient inputs. The Haw
River is used for fish and wildlife propagation,
secondary recreation, agriculture, and other uses
requiring waters of lower quality.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100o Domestic
0% Industrial
a. Volume of Wastewater: 0.002 MGD to 0.004 MGD
b. Types and quantities of industrial wastewater:
None
c. Prevalent toxic constituents in wastewater:
d. Pretreatment Program (POTWs only)
in development approved
should be required not needed
2. Production rates (industrial discharges only) in pounds
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:
4. Type of treatment (specify whether proposed or
existing):
Existing: Package plant consisting of comminutor, bar
screen, aeration basin with diffused aeration and
secondary clarifier with sludge return and
chlorinators.
5. Sludge handling and disposal scheme:
pumped

6. Treatment plant classification: Class I
7. SIC Code(s) 8211
Wastewater Code(s) 03
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction
Grants Funds (municipals only)?
2. Special monitoring requests:
3. Additional effluent limits requests:
4. Other: The design capacity is 0.0075 MGD.
PART IV - EVALUATION AND
The aeration chamber had a very dark grey color.
Solids had accumulated to a depth of 5 inches at the
effluent pipe. A bridge is under construction at the
effluent pipe. I was informed that the present bridge will
be removed. Attention should be given to the effluent pipe
to ensure that it is not damaged.
The plant is operating in compliance. Therefore, it is
recommended that the permit be renewed for B. E. Jordan
Elementary School.
'Signature of report preparer
--A" Z�f ��=
Water Quality Supervis

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