WQ0017791_Correction Att A_20110325

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�Aw Severly paves Perdue
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NCDENR
North Carolina Department o Environment and Natural Resources
Division of Water Quality
-'oleeri Suliin
Drector
JOSEPH R. HUFFMAN. MANAGER
CITY OF GOLDSBORO
POST OFFICE DRAWER A
GOLDSBORO, ]FORTH CAROLINA 27530
Dear Mr. Huffman:
March 25, 2011
SCANNED
DATE: Z"YA '
Dee Freemar,
Secre:ary
Subi ect: Permit No. WQ0017791
Correction
The Farm & Goldsboro Municipal
Golf Course
Wastewater Treatment and Cortiunctive
Reclaimed Water Utilization Svstem
Wayne County
In accordance with a telephone response received from Ms. Karen Brashear. Public Utilities Director
on March 24, 2011. we are forwarding herewith a corrected Attachment A for Permit No. WQ0017791.
issued January 21, 2011. to the City of Goldsboro for the subject wastewater treatment and conjunctive
reclaimed water distribution utilization program.
The followinu corrections have been made to the Attachment A:
The PCS code has been chanced from 620 for Nitrate Total Nitrogen to 630 for Nitrite plus
Nitrate.
• The Monitoring Frequency for Nitrite plus Nitrate has been changed from five times a week
to once per week to match the requirements of your NPDES permit NC0023949.
Please replace Attachment A with the corrected Attachment A (certified March 10, 2011)
into Permit #WQ0017791.
If you need additional information concerning this matter, please contact AIice M. Wessner at
[phone] or alice.wessner aincdenr.gov.
Sincerely.
.• C le i H. Sullins
cc: Wayne County Health Department
Washington Regional Office. Aquifer Protection Section
Permit File 'WQ001 7791
Notebook File #WQ0017791
ACUi FK ri ECTION
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- ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS -
Certification Date: March 10, 2011
PPI 001 — Effluent to golf course booster pump station
Permit Number: WQ0017791 Version: 2.4
EFFLUENT CHARACTERISTICS
EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Monthly Average
Weekly Average
Daily Maximum
Measurement
Frequency
Sample
Type
31616
Colilbrm, Fecal MF. Ibt-FC Broth.44.5C - Summers
14 °
#/IOOml
25
#/I00ml
2 X month
Grab
31616
Colitbrm. Fecal MF, M-FC Broth,44.5C - Winters
14 a
#/100ml
25
#/100ml
Monthly
Grab
00092
Flow. Maximum Flow Range
495,500
gpd
Continuous
Recorder
"Monthly average for fecal coliform shall be the geometric mean of all samples collected during the reporting period.
PPI 003 — Bulk Reclaimed Water Fill Station.
EFFLUENT CHARACTERISTICS
I EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Monthly Average°
Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
50050
Flow, in conduit or thru treatment plant
See Permit
Estimate
ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS - CONTINUED ON NEXT PAGE
WQOO17 /ersion 2.4 Attachment A 'age I of

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W00017791 Version 2.4 Attachment A Page 2 of

ATTACHMENT A - LIMITATIONS AND MONITORING REQUIREMENTS Permit Number: WQ0017791 Version: 2.4
Certification Date: March 10, 2011
PPI 002 — WWTP Effluent to reclaimed distribution.
EFFLUENT CHARACTERISTICS
' EFFLUENT LIMITS
MONITORING REQUIREMENTS
PCs
Code
Parameter Description
Monthly Average°
Weekly Average
Daily Maximum`
Measurement
Frequency
Sample
Type
00610
Nitrogen. Ammonia Total (as N) s
4
mg/I
6
mg/I
5 x week
Composite
80082
130D, Carbonaceous 05 Day, 20C 8
10
nig/I
15
mg/I
5 x week
Composite
00530
Solids. Total Suspended8
5
mg/I
10
mg/l
5 x week
Composite
00630
Nitrite plus Nitrate Tolal 1 DET (<as N)
mg/I
mg/1
Weekly
Composite
00092
Flow, Maximum Flow Range
mgd
0.5
mgd
Continuous
Recorder
50060
Chlorine, Total Residuale•h
mg/I
mg/l
Continuous
Recorder
00076
Turbidity. I ICII Turbidimeter
ntu
10
ntu
Continuous
Recorder
00400
pH°
6.0 - 9.0`
su
9
su
5 x week
Grab
Monthly averages for all but fecal coliform shall be the arithmetic mean of all samples collected during the reporting period.
h Up to 495,500 gallons per day may be distributed from the Goldsboro Water Reclamation Facility for use on the spray irrigation site known as "tile Farm". Additional reclaimed
water may be distributed into the reclaimed water distribution and storage facilities; however, any volume over not able to be irrigated shall be discharged in strict accordance
with the most recent issuance of NPDES Permit No. NC0023949, which includes the option to discharge any excess reclaimed water to the constructed wetlands treatment system
approved for construction in Authorization to Construct No. 023949ACA, issued by the Division on June 29, 2001. Furthermore, note tliat this permit is a conjunctive permit and,
as such, shall not change the hydraulic capacity of the Goldsboro Reclaimed Water Facility as permitted in the most recent issuance of NPDES Permit No. NC0023949.
Daily maximum shall be the maximum value of all samples collected during the reporting period.
dThere shall be no average monthly limit for irrigation at the Goldsboro Municipal Golf Course, however the annual irrigation amount shall not exceed 30 million gallons.
`Tile effluent pH shall not be less than 6.0 standard units nor greater than 9.0 standard units.
`Reported daily maximum for turbidity shall be the maximum daily reading of turbidity for days in which reclaimed water is distributed.
F Samples collected for the NPDES Permit No. NCO023949 can be used to fulfill the monitoring requirement for this permit. The monitoring frequencies for the above mentioned
parameters match those required in the NPDES permit.
'Monitored continuously by recorder at the reclaimed water storage tank.
WQ0017 lersion 2.4 Attachment A 'age 3 of f

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WQOO 17791 Version 2.4 Attachment A Page 4 of 4