NC0023949_wasteload allocation_19930712

NPDES DOCUMENT SCANNINO COVER SHEET
NPDES Permit:
NCO023949
City of Goldsboro WWTP
Document Type:
Permit Issuance
Wasteload Allocation �.
Authorization to Construct (AtC)
Permit Modification
Engineering Alternatives Analysis
201 Facilities Plan
Monitoring frequency evaluation
Staff Report
Permit History
Date Range:
Document Date:
July 12, 1993
TNIS DOCUMENT IS PRINTED ON REUSE PAPER - IGNORE ANY CONTENT ON THE
REVERSE SIDE

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO023949
PERMITTEE NAME: City of Goldsboro
FACILITY NAME: Goldsboro WWTP
Facility Status: Existing
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 6.735MGD*
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
14%
RECEIVING STREAM: the Neuse River
Class:_ C-NSW
Sub -Basin: 03-04-05
Reference USGS Quad: F27SW
r to 10.1 M
(please attach)
County: Wayne
Regional Office: Washington Regional Office
Previous Exp. Date: 9/30/93 Treatment Plant Class: Class III
Classification changes within three miles:
The Neuse River from the mouth of Little River to the mouth of
Contentnea Creek is classified Class C NSW and the Little River from
source to bridge at NC Hwv 97 is classified Class WS-I NSW
Requested by: Gre g Nizich Cad Date: 4/2/93
Prepared by: - - Date:
J T,
Reviewed b _N�
W EL w0.
Modeler
Date Rec.
#
93
-1343(o
Drainage Area (mi ) Z3g9. 0 Avg. Streamflow (cfs): t 3 45 •-4
7Q10 (cfs) z11. I Winter 7Q10 (cfs) z:+z.:+ 30Q2 (cfs)
Toxicity Limits: IWC ti % (6.}3smd1 Acut onlc
Instream Monitoring: 6 (60" t "'dN
PARAMETER FREQUENCY SAMPLE TYPE LOCATION
Dissolved Oxygen 3/week ` Grab US 117, NC 111
Temperature 3/week ` Grab US 117, NC 111
pH 3/week ` Grab US 117, NC 111
Conductivity 3/week ` Grab US 117, NC 111
Fecal Coliform 3/week ` Grab US 117, NC 111
Long-term BOD Monthly" Grab US 117, NC 111
Total Phosphorus Monthly Grab US 117, NC 111
TKN Monthly •" Grab US 117, NC 111
NH3-N Monthly "` Grab US 117, NC 111
Total Nitrogen Monthly "' Grab US 117, NC 111
Copper [10.1 mgd only ] Monthly Grab US 117, NC 111
�• Parameters shall be sampled 1/week November -June
Parameter shall be sampled only during July -October as per approved NCDEM
long-term BOD
"` Parameters shall be included in the long-term BOD
"" Parameters shall be sampled during two consecutive years during July -October
14I4 3� 73 810 WO *k 7397
Monthly Average Monthly Average
Summer Winter Summer Winter
Wasteflow (MGD): 6.735 10.1
CBOD5 (mg/1): 25.0 4.0 8.0
NH3N (mg/1): monitor 2.0 4.0
DO (mg/I): monitor 6.0 6.0
TSS (mg/I): 30.0 30.0 30.0
Fecal Col. (/100 ml): 200 200 200
pH (SU): 6-9 6-9 6-9
Residual Chlorine (µg/I): monitor 28 28
Oil & Grease (mg/T monitor 30 30
TP (mg/1): 2.0 2.0 2.0
TN Jmg/l): monitor monitor monitor
BO µ (mg/1): monitor monitor monitor
` There shall be no discharge of floating solids or visible foam in other than trace amounts.
" Effluent BODµ shall be
co 1 tFc.TS6 o tic¢
e�,
Flo,JEw m d ::k" -tint mo ��3%Yaily Max. Daily Max.
( 9) g 6.735 10.1
Cadmium (ug/1): monitor monitor
Chromium (ug/1): monitor monitor
Copper (ug/1): monitor monitor
Nickel (ug/1): monitor monitor
Lead (ug/1): 4+Q4 W MNA.A.�V ✓ .456- A-4;t ,'a�Oy
Zinc (ug/1): monitor monitor
Cyanide (ug/1): 4QGA4er- _2-,.
Phenols (ug/1): _,�• �44�•
Mercury (ug/1):.�. *:;-0.22g.
Silver (ug/1): monitor monitor
1,2-Diphenylhydrazine (ug/1): f_ •• gUg*N r.A•
Chloride (ug/1): monitor monitor
use EPA method(s) 625 to achieve 1.5 ug/l or method 604 to achieve 0.14 ug/I
use EPA method 1625 to achieve 20 ug/1
C'kcL,i y �y,]��

NPDES WASTE LOAD ALLOCATION
PERMPr NO.: NCO023949
PERM177EE NAME:
FACIL= NAME:
City of Goldsboro
Goldsboro WWI?
Facility Status: Existing
Permit Status: Renewal
Major _V Minor
Pipe No.: 001
Design Capacity: 10.1 MGD
Domestic (% of Flow):
Industrial (% of Flow):
NEFTWO".0
.o
RECEIVING STREAM: the Neuse River
Class: C-NSW
Sub -Basin: 03-04-05
Reference USGS Quad: F27SW (please attach)
County: Wayne
Regional Office: Washington Regional Office
Previous Exp. Date: 9/30/93 Treatment Plant Class: Class III
Classification changes within three miles:
Requested by: Greg Nizich 6 5 N Date: 4/2/93
Prepared by- IQ I D.
Reviewed by: J. " d 14 .LSI Date:
Modeler
Date Rec.
#
V-
tz q3
?38
Drainage Area (mil) Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instteam Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent Summer Winter
Characteristics
BOD5 (m )
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
F. Col. (/100 ml)
pH (SU)
Comments:

..-�:� I I ,M\`4Wn Ill rni I � - l �o ■ +��
Thwtdr BM-
\\ -3
'15 dr.-. _ - (..
rit+." Loney
am
o • jau
20'—
w WTPsm
- USAF yT
Midou
vot
It
all
00
i
h_
� T _
V
,' __ • -�- I - . -sue_'
�5! �• , CAN"L FiL. CQr,
1 . /•lam. _--_�..__-�__� �''t = _ __ •. !_.

--F-Hc- C L�rl2c-&.) APR"
coo 9-- -,- 1 3
G !Z GZ,
k7L po Z. 3949
whs 2�2vGZ �p

t
STANDARD FORM A -MUNICIPAL
SECTION IQ. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE
Submit a description of each major industrial facility discharging to the municipal system. using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) rods for the Industry. the major product or raw inaterlal, the flow (In thou•
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
Ill for standard rieasures of products or raw materials. (sea instructions)
1• Majoi Contr.buting Facility
(see.instruchons)
NA. P. Parts
Name 401a 1
Number& 51ieet
City
County
State
Zip Code
2. Primary Standard Industrial
ClassifiaUon Code (sos
Instructions)
3'. Principal Prosuct or Raw
Material (set Instructions)
Product
Raw Material
4. Flow Indieats the volume of water
discharged Into the municipal sys-
tem in thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous
S. Pretreatment Provided Indicate If
pretreatment is provided prior to
entering the municipal system
• G. Characteristics of Wastewater
(see instructions)
4titia
sc-s
401b
40fe
401d
4019
401 f
402
409a
443b
404e
A04b
405
300'Dixie Trail
Goldsboro
Wayne
North Carolina .
27530
3714
Units (Sep .
Quintky Table 111).
Automotive Exhaust :: Not Availa
components
Sheet Steel :spa. Not Avail
Iron Phosphating
18.5 thousand gWIcns per d7y
❑ Intermittent (Int) 0 continuous (con)
Yes ®No
Parameter
Name
BOD
t211
Oil & c
UdOrides
--US
MetLvxy
Fri
Parameter
Number
00310
00530
00550
00940
00665
71900
00410
Value
489
355
108.4
65.7
.001
IV.I nis section contains I page.
GPO 865.706

FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw material, the flow (In thou•
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard rieasures of products or raw materials, (see Instructions)
I. Major Contributing Facility
(see instructions)
Name I 401 a Coble Dairy Products
Number& Siteet
City
County
State
Zip Code
2. Primary Standard Industrial
classification Code (we
Instructions)
3. Principal Product of Raw
Material (set Instructions)
Product.
Raw Material
4. Flow Indicate the volume of water
discharged Into the nsuniclpal sysa
tam in thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
4"a
6M
401Is
401c
401d
401e
4011
402
40]a
4031)
4"a
404b
405
1105 N. William Street
Goldsboro
Wayne
North Carolina
27530
2026
Units (Sei. .
Ruanttty Table III)
Dairy Products Not avail
Fluid milk
Fluid milk Not avail
general cleaners - Clorox
45.4
thousand gallons per day
❑ Intermittent (int) 29 Continuous (con)
[]yes-. . ®No ' '
Parameter
Name
BM
�
oil &
Chlorides
PH
Parameter
Number
00310
00530'
W550
0094.0
00410
Value
964
196
390
46.7
8.8
IV-1
• T7tla aectiat: contains l page.
GPO $65.706

t
FOR AGENCY USE
STANDARD FORM A -MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrlp-
lion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw Material, the flow (In thou•
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard rieasures of products or raw materials. (see Instructions)
1• Major Conte.buting Facility
(see onstruct,ans)
Name 401a Goldsboro Coca Cola Bottling Company
Numbers; Sheet
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (me
Instructions)
3. Principal Product or Raw
Material (set Instructions)
Product
Raw Material
4. Flaw Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether thls discharge is inter-
mittent or continuous.
S. Pretreatment Provided Indicate If
pretreatment Is provided prior to
entering the municipal System
6. Characteristics of Wastewater
(see instructions)
401b
401e
401 d
4016
401 f
402
403s
403b
46"
4" b
405
701 S. George Street
Goldsboro
Wayne
North Carolina
27530
2086
Units (Sao _
Quantity Table 111)
Coca-Cola <s Not avai
Dr. Pepper
Soft Drinks
Not avai
All purpose Degreaser
9.9 -
- thousand gallons per day
❑ Intermittent (int) ®Continucus(con)
'0Yes ®No .
Parameter
Name
BM
Suspanded
Solids
Q11 & Greas
Q'iloriaes
Leaf]
PH
Parameter
Number
00310
00530
00550
00940
01051
00410
Value
704
25
51
40
.064
9.
0
GPO 865-706
IV-1
This section contains I pege.

FOR AGENCY USE
STANDARD FORM A -MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major Industrial facility discharging to the municipal system, using a separate Section 1 V for each facility descrip•
tion. Indicate the 4 digit Standard Industrial Classification (SIC) rode for the Industry, the major product Or raw material. the flow (In thou•
sand gallons per day), and the characteristics of the wastewater diicharged from the Industrial facility Into the municipal system, Consult Table
III for standard rieasures of products or raw materials. (see Instructions)
1• Major Contr.buting Facility
(see instructions)
Name 401a Franklin Baking Company #1
Number& Sheet
City
County
State
Zip Code
2. Primary standard industrial
Classification Code (see
Instructions)
3. Principal Prosuct or Raw
Material (sot instructions)
Product
i
Raw Material
4. Flow Indicate the volume of water
dischar„ed Into the municipal sys.
tom In thousand gallons per day
and whether this discharge is inter-
mittent or Continuous.
5. Pretreatment Provided indicate If
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
4048
491b
401b
4 01 is
401 d
401e
401f
402
403a
403b
404a
404b
405
500 West Grantham Street
Goldsboro
Wayne
North Carolina
27530
2051
Units (Soi ,
QuantRy Table IIf)
Bakery Products Not avail
.,..
Bread, rolls, buns '�:;•<..
Flour, sugar, milk, yeast``
Q� Not avail
yeast food, vinegar
23.1 thousand Vallons per dry
Intermittent (int) ®Continucus(can)
❑Yes ONO - .
Parameterpe
Name
Bra
S013ds
Oil &
Chlerir
, PH
Parameter
Number
00310
00530
00550
00940
00410
Value
2157
2573
525
g:l
IV-1
GF0 165.706
Ma section containd ! page.

STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE
H=
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) node for the industry, the major product or raw material. the flow (In thou.
sand gallons per day), and the characteristics of the wastewater discharged from the industrial facility Into the municipal system. Consult Table
nI for standard rieasures of products or raw materials. (see Instructions)
t• Major Contributing Facility
(see instructions)
Name 1401a I Franklin Baking Company #2 -
Number& Sheet
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volurtse of water
discharged into the municipal sys.
tom in thcusand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
5. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
401b
401c
401d
401 e
401 f
402
403a
403b
404a
4" b
405
500 West Grantham Street
Goldsboro
Wayne
North Carolina -
27530
2051
Bakery products
Bread
Flour, Sugar, Salt, Milk
Vinegar, Yeast, Bromate,
Iodate
12.6
thousand gallons per day
O Intermittent (ant) 0 Continuous ,can)
❑Yes E6
Units (Sao .
Quantity Table III)
Not avail 1-1
ta^
Not avail`'
Parameter
Name
BID
so
oil &
0110_ '
PH
Parameter
Number
00310
00530
00550
00940
00410
Value
2288
3736 J
320.3
148
7.7
cro ees.loe IV-1 This section contains* 1 page.

• FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) rode for the Industry, the major product or raw material. the flow (In thou•
sand gallons per d3y), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
111 for standard rieasu►es of products or raw materials. (see Instructions)
t• Major Contr.buting Facility
(see instructions)
Name 1401a General Electric Company
Number& Sheet
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (sas
Instructions)
3. Principal P►o3uct or Raw
Material (set Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal Sys-
tem In thousand gations per day
and whether this discharge is Inter-
mittent of continu OUi
3. Pretreatment Provided Indicateif
pretreatment is provided prior to
entering the municipal system
t. Characteristics of Wastewater
(see instructions)
401b
401c
401 d
401e
4011
402
403a
403b I
44114411
404 b
405
900 North George street
Goldsboro -
Wayne
North Carolina
27530
99
Units (See .
Quantity Table III)
Light bulb wire 4gglc Not avai
parts and welding "
Copper, nickel,.iron, Not'avai
;tears
acids, caustics, borax
59.3
thousand Isellons per day
❑ Intermittent tint) IN Conti nu ous (con).
®`r'es ONO
eter
Name
BM
1§11 jS
&
Q110r1dS11I[I
Chrcmium
cbpper
Parameter
Number
00310
00530
0050
00940 `,
01027
01034
01042
Value
23
.15 -.
86
32
.007
.011
2.98
Nickel. ILe,--d ' I 9iM .. I Silver I I PH
01067 1 01051 J01092 1 01077 00720 1 W410
6.06 1 .53 1 .249 .009 .014 6.8
IV-1
GPO 565.706 This section contains J page.

ti.
+ + l
• FOR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IY. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility dlscharging.to the municipal system, using a fePArste Section I
lion. Indicate tV for each faculty desCrlp
he 4 digit Standard IndustI Classification (SIC) Code for the Industry, the major product or raw material, the flow (In thou•
sand gallons per day), and the Characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard rieasures of products or raw materials. (see Instructions)
I• Major Coninbuting Facility'
(see instructions)
Name 1401a I Goldsboro Packing Company -
Number; Sheet
City
County
State
Zip Code
2. Primary Standard Industrial
CUsaiflCatlon Code (we
Instructions)
3. Principal Prosuct or Raw
Material (see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into this municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuouL
S. Pretrsatment Provided Indicate If
pretreatment is provided prior to
entering the municipal system
9. • Characteristics of Wastewater
(see instructions)
4fta
40"
401b
401c
401d
401e
4011
402
403a
403b I
404a
404b
405
715 South John Street
I
Goldsboro -
Wayne
North Carolina
27530
2011
Units (Sea
U-± Ity Table 111)
Slaughtering Not avail
Plant for domestic animals
Meat, blood, cleaners ;,4ew. Not ayai "
5.2
thousand gallons per day
❑ Intermittent (int) 0Continuous(con)
❑Yes [@No s -
Large screen for solids.
Parameter
Name
FAD I $O]�q
IQil &
Chlox-I es
Pfi
Parameter
Number
00310 00530
00550
00940
00410
Value
1112 338
73.6
8.5
IV-1
G►0 e65.706
This section contains! page.

STANDARD FORM A -MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR AGENCY USE
Lujiu
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw Material, the flow (in thou•
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
II I for standard rieasures of products or raw materials. (see Instructions)
t• Major Contr,buting Facility
(see instructions)
Name, I 401 a I Gold -Tex, Inc.
Number& Sliest
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
2. Principal Prosuet or Raw
Material (set Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged Into the municipal sys-
tem In thousand gallons per day
and whether this discharge Is Inter-
mittent or continuous.
S. Pritreatmant Provided Indicate If
pretreatment is provided prior to
entering the municipal system
G. Characteristics of Wastewater
(see instructions)
401b
401c
401 d
4010
401 IF
402
403a
403b
404a
404b
405
Patetown Road (P.O. Box 2007)
Goldsboro
Wayne
North Carolina
27530
2269
Units (See
Ouantlty Table 111)
Textile Printing & Finishing '— Not availahle
Tar dues, acids, thickener 4101ld Not
salts, surfactants, reducing
and oxidizer agents
527.2
thousand gallons per day
❑ Intermittent (int) EDContinuous(con)
Yes [INo'
?ond & lake
Parameter
Name
BCD
Solids
Oil & Greasb
Chlcrides
CutZnim
Copper
bead
zim
PH
Parameter
Number
00310
00530
00550
00940
01034
01042
01051
01092
00410
Value
378
130
148
62.1
.019
.125
9.0
IV-1 This section contains'. rage.
G P 0 86.5.706

• FOR AGENCY USE
• STANDARD FORM A —MUNICIPAL
SECTION IQ. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system; using a separate Seetlon IV for each facility descrip-
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Gode for the Industry. the major product or raw material• the flow (In thou•
sand gallons per day), and the characteristics of the wastewater discharged from the Industrial facility into the municipal system. Consult Table
III for standard rieasures of products or raw materials. (see Instructions)
I. Major Contributing Facility
(see instructions)
Name I 401 a I Standard Products Company _
Number& Street
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Product or Raw
Material(see Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem In thousand gallons per day
and whether this discharge is Inter•
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal;ystem
�• Charaetoristies'of Wastewater
(see instructions)
401b
401c
401d
401 e
401 f
402
403a
4C3b
404a
404b
405
1306 Fedelon Trail
Goldsboro
Wayne
North Carolina
27530
3000
Units (See _
9uantlty Table III)
Industrial rubber, trim Not avail
parts for cars
Syntheticrubber, polyesteNot avail
d ,
flock, steel, aluminum
51 . & thousand gallons Per day
❑ Intermittent (int) ® Continuous (con)
❑yes ®No
Parameter
Name
BD
Solids
Q 1 &
=orides
=orine
' icy--
PH
Parameter
Number
` 00310
00530
C0550
00940
50060
01092
00410
Value
240
129
79"
70
0.1
.75
7.
IV-1 This section contains 1 page.
GPO e65•706

FDR AGENCY USE
STANDARD FORM A —MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
Submit a description of each major industrial facility discharging to the municipal system, using a separate Section IV for each facility descrip-
tion.' Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw Material, the flow (In thou-
sand gallons per day), and the Characteristics of the wastewater discharged from the Industrial facility Into the municipal system. Consult Table
III for standard rieasures of products or raw materials. (see Instructions)
I. Major Contr.buting Facility
(see instructions)
Name 401a Textilease Corporation
800 S. John Street
Number; Sheet. 401b
City 401e WGaovindpsboro
County 401d —�_
state 401e North Carolina
Zip Code
2. Primary Standard Industrial
Classification Code (see
Instructions)
3. Principal Pro:uct or Raw
Material (set instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharge Is Inter.
mittent or continuous.
S. Pretreatment Provided Indicate if
pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
4063
4061)
401 f
402
403a 1
403b I
404a
404b
405
27530
72-10
(ivantity
Industrial rental 48ft. Not availwbif
Laundry
Sodium tripolyphosphate goad Not avai
detergent, oil -surfactant,
brightener, bleach, fluorides
112.E thousand gallons per day
❑ Intermittent (int) a Continuous con)
Yes ®No
Parameter
Name
SD
ad
OU & Grea_e
Parameter
Number
00310
00530
00550
00940
00410
Value
225
174
72
55.4:
8.0
Units (See
Table III)
IV-1 This section contains ! page.
GPO e65.706

STANDARD FORM A -MUNICIPAL
SECTION IV. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL. SYSTEM
FOR AGENCY USE
Submit a description of each major Industrial facility discharging to the municipal System, using a separate Section IV for each facility descrip.
tion. Indicate the 4 digit Standard Industrial Classification (SIC) Code for the Industry, the major product or raw rnaterial, the flow (in thou•
sand gallons per day), and the characteristics of the wastewater discharged from the•Industrlal facility Into the municipal system. Consult Table
III for standard measures of products or raw materials. (see instructions)
1• Major Contr.buting Facility
(see instrucUnns)
Name 401, Wayne County Memorial Hospital
Number& Sheet
City
County
State
Zip Code
2. Primary Standard Industrial
Classification Code (see
instructions)
3. Principal Product or Raw
Material (set Instructions)
Product
Raw Material
4. Flow Indicate the volume of water
discharged into the municipal sys-
tem in thousand gallons per day
and whether this discharce is Inter-
mittent or continuous.
3. Pretreatment Provided Indicate If
Pretreatment is provided prior to
entering the municipal system
6. Characteristics of Wastewater
(see instructions)
40Sa
4061:
401b
401c
401d
401e
401 f
402
403a
403b
404a
404b
405
2700 Wayne Memorial Drive
Goldsboro
Wayne
North Carolina
27530
8402
Units (See
Quantity Table 111)
Hospital - Health care 4412.Not avallou—
Housekeeping chemicals, la ,,3a Not avail"
-chemicals, non -toxic chemicals
80.7 thousand gallons per day
Intermittent (int) ® Continuous (con)
0Yes ®No
Parameter
Name
BM
9iri
Solids
&
Chlorides
1H
Parameter
Number
00310
00530
00550
00940
0=0
Value
502
393.
54
35.8
7.8
w-1 This section contains ! page.
GP 665.706

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
RECEIVED
FACT SHEET FOR WASTELOAD ALLOCATION WASHINGTON OFFICE
Request # *AX/j-34
100
Goldsboro Wastewater Treatment Plant
NCO023949 D. B M.
Domestic Existing
- 86% Industrial - 14%
[
Renewal
Neuse River
C-NSW
03-04-05
Wayne Stream Characteristic:
Washington USGS # 02.0890.0000
Nizich Date: Neuse Low Flow Est. Protocol
4/12193 Drainage Area (mi2): 2399.0
F 27 SW Summer7Q10 (cfs): 271.1
Winter 7Q10 (cfs): 272.7
Average Flow (cfs): 1315.7
30Q2 (cfs):
IWC (%): 3.7% / 5.5%
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility should look into analysis methods for metals down to ug/l, (e.g. for mercury, lead,
cadmium, etc.)
Exceeding flow on many occasions - DMR data has letters indicating that expansion construction is
cause.
Many NR (Not Reported) entries for Toxicity Testing.
Facility, (by review of DMR data) cannot currently meet 10.1 mgd limits. `'
Special Schedule Requirements and additional cdroments from Reviewers:
Recommended
Farrell Keough
Reviewed by
Instream Assessment
Regional Supervisor:
Permits & Engineeri
w:• ► a . �.
H:�!A4�iiu`eoCor�
RETURN TO TECHNICAL SERVICES BY:
AIC4f : JDeIZC - a k�kd)OK-
H lan In--teact I
JUN 2 3
Chef a>// s,gqsti� d( ar(, ec)ar,ho c-- man,�u r,y
tAd,Vidua/ Oyfl�
ro
,Z) CLP
c�3ri
ZTO
CJ
y

T
CONVENTIONAL PARAMETERS
Existing Limits:
Monthly Average
Monthly Average
Summer Winter
Summer Winter
Wasteflow (MGD):
6.735
10.1
CBODS (mg/1):
25.0
4.0 8.0
NH3N (mg/1):
monitor
2.0 4.0
DO (mg/1):
monitor
6.0 6.0
TSS (mg/l):
30.0
30.0 30.0
Fecal Col. (/100 ml):
200
200 200
pH (SU):
6-9
6-9 6-9
Residual Chlorine (µg/1):
monitor
28 28 Daily max.
Oil & Grease (mg/1):
nr
nr nr
TP (mg/1):
2.0 Qrtly ave.
2.0 2.0 Qrtly ave.
IN (mg/1):
monitor
monitor monitor
* There shall be no discharge of floating solids or
visible foam in other than trace amounts.
Recommended Limits:
WaA �" 7 386
PA,A --e 73 S 7
on y Average
Monthly Average
Summer Winter
WQorEL Summer Winter wQmEL
Wasteflow (MGD):
6.735
10.1
CBODS (mg/1):
25.0
EL 4.0 8.0 wQ
NH3N (mg/1):
monitor
2.0 4.0 ) Q
DO (mg/l):
monitor
6.0 6.0 wQ
TSS (mg(1):
30.0
30.0 30.0
Fecal Col. (/100 ml):
200
200 200
pH (SU):
6-9
6-9 6-9
Residual Chlorine (µg/l):
monitor
28 28 wQ AT
Oil & Grease (mg/1):
monitor
30 30
TP (mg/1):
2.0 Qrtly ave.
WQ 2.0 2.0 WQ
IN (mg/1):
monitor
monitor monitor
* There shall be no discharge of floating solids or
visible foam in other than trace amounts.
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information x Oil & Grease
Daily max.
Qnly ave.
(explanation of any modifications to past modeling analysis including new flows, rates, field data,
interacting discharges)
(See page 4 for miscellaneous and special conditions, if applicable)
IV"ZLAD, be colic Cn �me :c hedLkkl a �czrr - CUe-5 Co insire(tm
sample,-

TOXICS/METALS
Type of toxicity Test: Chronic Toxicity (Ceriodaphnia) P/F
Existing Limit: 4% [@ 6.735mgd] or 6% [@ 10. lmgd]
Recommended Limit: 4% [@ 6.735mgd] or 6% [@ 10. lmgd]
Monitoring Schedule: January, April, July, and October
ExistingLimits
imits
Daily Max.
Daily Max.
Flow (mgd):
6.735
10.1
Cadmium (ug/1):
monitor
Chromium (ug/1):
monitor
monitor
Copper (ug/1):
monitor
monitor
Nickel (ug/1):
monitor
Lead (ug/1):
monitor
458
Zinc (ug/1):
monitor
Cyanide (ug/1):
monitor
92
Phenols (ug/1):
Mercury (ug/1):
0.220
Silver (ug/1):
monitor
Recommended Limi
Daily Max. wQ or EL-
Daily Max.
WQ or EL
Flow (mgd):
6.735,
10.1
Cadmium (ug/1):
monitor
EL
monitor
EL
Chromium (ug/1):
monitor
EL
monitor
EL
Copper (ug/1):
monitor
EL
monitor
EL
Nickel (ug/1):
monitor
II-
monitor
EL
Lead (ugh):
monitor
EL
458
WQ
Zinc (ug/1):
monitor
EL
monitor
EL
Cyanide (ug/1):
monitor
EL
92
WQ
Phenols (ug/1):
monitor *
EL
monitor *
EL
Mercury (ug/1):
monitory
EL
0.220
WQ
Silver (ug/1):
monitor
EL
monitor
EL
1,2-Diphenylhydrazine (ugft monitor **
EL
monitor **
EL
Chloride (ug/1):
monitor '
EL
monitor
EL
* use EPA method(s)
625 to achieve 1.5 ug/1 or method 604 to achieve 0.14 ug/1
** use EPA method 1625 to achieve 20 ug/1
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
New pretreatment information
Failing toxicity test
Other (onsite toxicity study, interaction, etc.)
Parameter(s) Affected
x Cd, Ni, Pb, Zn, CH3CN, Phenols, Ag, Hg,
1,2-Diphenylhydrazine, Chloride
x_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.

INSTREAM MONITORING REQUIREMENTS
Upstream Location: refer attached, p.4
Downstream Location: refer attached, p.4
Parameters: refer attached, p.4
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adgg-uacy of Existing Treatment
Has the facility demonstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA?� (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.
QCL P/F Version 9191

4
Facility Name: City of Goldsboro WWTP NCO023949
r
PARAMETER
FREQUENCY
SAMPLE
TYPE
LOCATION
Dissolved Oxygen
3/week *
Grab
US 117 NC 111
Tempffature
Week *
Grab
US 117 NC 111
H
3/week *
Grab
US 117 NC 111
Conductivity
3/week *
Grab
US 117 NC Ill
Fecal Coliform
3/week *
Grab
US 117 NC 111
Lon -term BOD
Monthly**
Grab
US 117 NC 111
Total Phos horus
Monthly
Grab
US 117 NC 111
TKN
Monthly ***
Grab
US 117 NC 111
NH3-N
Monthly ***
Grab
US 117 NC 111
Total Nitrogen
Monthly ***
Grab
US 117 NC 111
Copper
W 10.1 m d only
Monthly
Grab
US 117, NC 111
* Parameters shall be sampled 1/week November -June
** Parameter shall be sampled only during July -October as per approved NCDEM long-term BOD
*** Parameters shall be included in the long-term BOD
**** Parameters shall be sampled during two consecutive years during July -October
u
J

_y
Facility Name Goldsbor Wastewater Treatment Plant Permit # NC0023949 Pipe # 001
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioa
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant
mortality is 4 % (defined as treatment two in the North Carolina procedure document). The permit holde
shall perform quarterly monitoring using this procedure to establish compliance with the permit conditio
The first test will be performed after thirty days from the effective date of this permit during the month,
Jan., Apr., Jul., and Oct. Effluent sampling for this testing shall be performed at the NPDES perm
final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Dischar
Monitoring Form (MR-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
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements perfc
in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effli
toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste strea
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 quarter
the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
Environmental Management indicate potential impacts to the receiving stream, this permit may be re-oper
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 suitablettest results wi]
constitute noncompliance with monitoring requirements. I
7Q10
Permitted Flow
IWC
Basin & Sub -basin
Receiving Stream
County
271.1 cfs
6.735 MG D
4 %
03-04-05
Neuse River
. Wayne
Recommended by:
Date 3o Apout-, t5g 3
Farrell Keough
QCL P/F Version 9191

FIGURE 4.
Meuse River Dissolved Oxygen Prediction
Goldsboro and Kinston -Nor* hsidc WLAs
a
• IEXIA1.9 DEN Ambient Stations
•MonitoringSites
r
V
■ Effluents
j
I
•
t
41Y An
tNaR11M)
us t
.r4.1r W WWIT '
' W—F WN7l,
In MI '
N sa r`G
_
['Yw. C,uf d
::ter. i.�_'.�
6/MlNetl1
■
�•
Hatt
._
3,M1u
c LQ
.. •i:: ':- •-l.�-ter �,-'.a..r.r vh�-_s.. Jam.>......_.-....
-
W ►wisr ,
�lioea�ov ��
ir
Neu �►x ;
�Ilo��tQ�
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' L i
CAY..
'
crc'1q
tilaR 1M1)
b.:rr brJ
1.1.tY
:■
tHCiRltly
=t
•
t+c u
R1M N.pi1.
aq.l Art.
firtY'Rirs
. �� r--a
'
a
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tti.e..
:)
Qt
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r 1111' pii3f
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�
.•
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yNy
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i

a'
Facility Name Goldsbor Wastewater Treatment Plant Permit # NC0023949 Pipe # 001
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioa
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant
mortality is 6% (defined as treatment two in the North Carolina procedure document). The permit holder
perform quaile-rly monitoring using this procedure to establish compliance with the permit condition. Tl
first test will be performed after thirty days from the effective date of this permit during the months of
Jan., Apr., Jul., and Oct. Effluent sampling for this testing shall be performed at. the NPDES perm
final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Dischai
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP313.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements perfc
in association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effli
toxicity sample must be measured and reported if chlorine is employed for disinfection of the waste strea
Should any single quarterlymonitoring 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 quarter
the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division
Environmental Management indicate potential impacts to the receiving stream, this permit may be re-oper
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 wil
constitute noncompliance with monitoring requirements. A
7Q10
Permitted Flow
IWC
Basin & Sub -basin
Receiving Stream
County
271.1 c f s
10.10 M.GD
6 %
03-04-05
Neuse River
Wayne
Recommended bv`
Date .3,7 a p a , L- , 195 3
Farrell
QCL P/F Version 9191

Page 1
Note for Farrell Keough
From:' Greg Nizich
Date: Mon, May 24, 1993 12:29 PM
Subject: Goldsboro WWTP NC0023949
To: Farrell Keough
In case you need clarification, the contact for this permit has changed to John Jenkins
(782-5511) with Piedmont, Olsen and Hendsley. The previous contact was Phil Harris.
Greg.

a<
Facility Name: Goldsboro Wastewater Treatment Plant.
Permit Number: NCO023949 Engineer: Nizich
Subbasin: 03-04-05 Recleving Stream: Neuse River
Request Number: 7386 Date: 4 / 12 / 93
Comments
Existing WLA checked: x
Staff Report: x engineering contact Phil Harris [Piedmont, Olsen and H'endsley]
Topo checked: x 919-782-5511
USGS Flows confirmed:
PIRF / APAMS:
IWC Spreadsheet:
Stream Classification: x
Nutrient Sensitivity: x
Instream Data:
History
A meeting was held in July of 1990 to determine what would take place with future permits to Goldsboro. It seems from
the many memorandum on this meeting, that Goldsboro had built a new plant only a few years prior to this time, and their
speculative and final limits were secondary, [30 BOD with NH3-N monitoring]. This meeting was held to publically adress
the implementation of the basin -management program and its potential effects on the Goldsboro plant. The town mayor
and city manager were very disrought that in only three years this new plant would have to go from secondary treatment
to advanced tertiary. Plans were in the offing for the facility to expand from 6.735 mgd to 10.1 mgd, and at this expansion
the more stringent limits would take place.
Goldsboro requested a.CBOD limit instead of a BOD limit, citing the 1989 Edition of Standard Methods: "'Nitrogenous
demand historically has been considered an interference in the determination of BOD, as clearly evidenced by the
inclusion of ammonia in the dilution water.' This ammonia in ther dilution water causes incorrect BOD5 reults unless a
nitrification inhibitor is used." [letter from Goldsboro Public Utilities Director, dated October 29,1990]
Considering this request, it was determined that to achieve a similar treatment level of 5 mg/I BODs, treatment between 3
mg/I to 5 mg/I CBODs would need to 'be achieved; the final limit decision was to give Goldsboro a 4 mg/I CBOD5.
A letter from George Everett, [dated September 14, 199o] adressed these potential permit limits changes. In the letter
Goldsboro's 6.735 mgd and 10.1 mgd limits are adressed. Everett informed the facility that they would recieve a three
year permit, (instead of the normal five year) to incorporate their permit renewals into the upcoming Neuse basin
management strategy. He implied that unless an expansion took place between then and now, the facility would probably
recieve the same limits [25 mg/I BOD5, etc.; no documentation exists explaining the change from 30 to 25 mg/I BODS....
DMR data reflects 30 mg/I BOD5]. But, he did suggest that the city should consider applying for art SOC for additional
flow due to the tie -on of Cherry Hospital. At the time of an expansion, Goldsboro should recieve the new tertiary limits.
DMR data from 1992 to February 1993 indicates.that this expansion has taken place as at least five flow violations are
reflected. At this point, I will write up the Fact Sheet with limits for both 6.735 mgd and 10.1 mgd, (as requested) but I will
indicate that the permit should be for 10.1 mgd only.
*Letter attached to DMR data states that flow exceedences due to groundwater being pumped from construction site.
Lower ponds are also being pumped for influent pump intakes and head walls on pond, [March, '93]. An earlier letter
attached to DMR data states that expansion of plant should be complete by February, 1993, [December, '921. Without staff
report, I can only assume that this facility is under construction for expansion.
*Facility has many NR (Not Reported) entries for Toxicity Testing [Chronic P/F Limit: 4% and 60/6]
Metals monitoring not on DMR's
Write-up for determining flows below Smithfield is included in folder, [example used in -write-up was Goldsboro]
Qave: .119.8 mil * 1.099 Cfs/mil = 131.7 cis + 1184.0 [cum. ave] = 1315.7 cfs
1989 Environmental Assesment [Piedmont, Olsen and Hendsley] quotes USGS 02. 8900 station as having a minium 7010 of 141 cfs. (p. 6)
SIU's Principle Waste Component
A.P. Parts automotive components, sheet steel, iron phosphating
Coble Dairy Products fluid. milk, general cleaners - chlorox
Coca Cola Bottling soft drinks, all purpose degreaser
Franklin Baking Company #1 flour, sugar, milk, yeast, food, vinegar
Franklin Baking Company # 2 flour, sugar, salt, milk, yeast, vinegar, bromate, iodate
General Electric copper, nickel, iron, acids, caustics, borax
Goldsboro Packing meat, blood, cleaners
Gold -Tex, Inc. tar dyes, acids,. thickeners, salts, surfactants, reducing and oxidizers agents
Standard Products Co. synthetic rubber, polyester flock, steel, aluminum
Textilease Corp. sodium tripolyphosphate, detergent, oJI-surfactant, brightener, bleach, fluorides

�B
NH3-N Chlorine
T-phos his
T-nitrogen
*Flow
'92-'93 92-'93
92293
92293
92293
57.91 high values
high values
high values
consistently
exceeding limit
81.00 no limit
no limit
no limit
of 6.735 mgd, refer astrixed
no limit
,
note above
(*)
Webb Technical Group. Inc. data report
attached to DMR
[March,'93]
[February,'93]
[January,'93] [December,'92]
[November, 92]
[October,'92]
Chromium [composite] <0.01 mg/I
<0.01 mg/I
<0.01 mg/I <0.01 mg/I
<0.01 mg/I
<0.01 mg/I
Copper [composite] 0.017_mg/I
0.009 mg/I
<0.01 mg/I <0.01 mg/I
<0.01 mg/I
c.0.01 mg/I
Lead [composite] <0.05 mg/I
<0.05 mgl
<0.05 mgl <0.05 mgl
<0.05 mgl
<0.05 mgl
Cyanide [grab] <0.005 mg/I
<0.005 mg/I
<0.005 mg/I <0.005 mg/I
<0.02 mg/I
<0.005 mg/I
[September,'92]
[August,'92]
Puly.'921 pune,'92]
[May,'92]
[April,'921
Chromium [composite] <QQ_ mg/I
<0.01 mg/I
<0.01 mg/I <0.01 mg/I
<0.01 mg/I
<0.01 mg/I
Copper [composite] 0.109 mg/h-,,,
<0.01 mg/I
<0.01 mg/I <0.01 mg/I
<0.01 mg/I
I <0.01 mg/I
Lead [composite] <0-05 mg/[) J
<0.05 mgl
<0.05 mgl <0.05 mgl
<0.05 mgl
<0.05 mgl
Cyanide [grab] <0.'005 mg11
<0.005 mg/I
<0.005 mg/I <0.005 mg/I
<0.005 mg/I
<0.005 mg/I
APAMS:
Concentration
Detected
Limit na 6.735 mgd
Limit
0 10.10 mgd
4-Chloro-3-methylphenol
<20 ug/I
c
--
--
1,4-Dichlorobenzene
13 ug/I
10,387.97
6,925.65
Dodecanoic acid
8 ug/I
--
--
Tetradecanoic acid
11 ug/I
--
--
9-Hexadecenoic acid
23 ug/I
--
--
Hexadecanoic acid
48 ug/I
--
--
Octadecanoic acid
22 ug/I
--
--
Bis(2-ethy/heyl) phthalate
13 ug/I
47.74
32.16
1,2-Diphenylhydrazine -
<50 ug/l, �e�►wod�✓ " 5. �
t `3 "Y i
2-(2-Butoxyethoxy)-ethanol acetate
60 ug/I
--
--
Four (4) unknowns: p. 7 of 9
Aluminum
138 ug/I
2,260.17
1,507.11
Zinc
38 ug/l
1,299.37.
866.58
Chloride *
44,000 ug/I
5,973.51
3,982.67
Fluoride
990 ug/1 ,
46, 742.38
31,161.92
Cadmium
<5 ug/1
52.93
35.62
,Chromium
<10 ug/I
1,299.37
866.58
!Copper
<10 ug/I
182.77
122.18
Lead
<50 ug/I
650.19
433.79
Nicker
<20 ug/I
2,286.13
1,524.42
Silver
< 10 ug/I
2.56
2.04
refer attached worksheet for standards and
methods -
Italicised. monitor ( 1/41y ): 1,2-Dipheny1hydrazine (check detection), Chloride
Toxic Spreadsheet. [PIRF]
Phenols: "Phenolic compounds: only such levels as will not result in fish -flesh tainting or impairment of other best usage;"
Actual Industrial Load from PIRF for Phenols: 2.886 #/d [T15A:02B.0211(H) ]
26.97 ug/I [ 6.375 mgd ] 18.31 ug/I [ 10.10 mgd ]
Actual Industrial Load from PIRF for Chlorides:
12,086.9 ug/I [ 6.375 mgd ]
678.92 #/d
8,059.9 ug/I [ 1 OA 0 mgd ]
I

t
X s Rom,l3 - L 5F-Ymov2 Jd4WSom
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WwYME C GACl fJ
Gt Aj �A `r SON

U stresm
DownHresm
Month
Temp
DO
BalurHian
Fecal
Concludift
Temp DO
8HurHlon
Real
Conductivity
Mar-93
10
9.9
BBx
]B
74.3
10
9.9
BB%
128
78.1
Fab-W
]
10.5
Ba%
49
100.1
]
10.5
88%
20
103.3
Jan-IXf
8
9.1
79%
107
82.5
8
0.1
]e%
280
88.3
Deo-e2
8
9.5
80%
181
100.9
B
AS
80%
128
103.8
Nov-82
13
8.8
B2Y.
299
137.1
13
a3
81%
279
147.1
Od-92
14
8.4
BM
239
173.1
15
fl1
BO%
30]
170.6
se9-92
zz
e.e
]ex
w
173.1
n
114
73%
196
17ew
Aug-92
24
8.1
126
136.1
24
5.9
)o%
312
138A
0.03851
unatraam ru. stream
Month BODS COD SODS COD
Mar-93 2.5 30 2.8 31
Feb-93 1.8 25 1.7 23
Jan-93 1.4 28 2.0 28
Dec-92 1.5 28 1.5 36
Nov-92 1.9 41 2.3 34
Oct-92 1.3 26 1.4 28
Sepw 1-22412 25
Aug-92 1.4 41 1.6 36
Jul-92 1.3 31 1.5 31
Jun-92 1.4 28 1.6 36
May-92 2.2 27 1.6 30
-92 1.9 37 1.7 35
42Wa3
42Wa3

Goldsboro Wastewater Treatment Plant NC0023949
6.735 mgd
10.1 mgd
Toxicant Quantity Detected
Standard
Limit
Limit
Dodecanoic acid
8
WA
WA
WA
Tetradecanoic acid
11
WA
WA
WA
1,4-Dichlorobenzene
13
400
10387.97
6925.65
Bis(2-ethylheyl) phthalate
13
1.8
47.74
32.16
Octadecanoic acid
22
WA
WA
WA
9-Hexadecenoic acid
23
WA
WA
WA
Hexadecanoic acid
48
WA
WA
WA
2-(2-Butoxyethoxy)-ethanol acetate
60
WA
WA
WA
1,2-Diphenylhydrazine
<50
0.04
zo45./
1.69' j.y
_ 4-Chloro-3-methylphenol
<20 •^
0
WA
WA
Aluminum
138
87
2260.17
1507.11
Cadmium
<5
2
52.93
35.62
Chloride
44,000 AL
230
5973.51
3982.67
Chromium
<10
50
1299.37
866.58
Copper
<10 AL
7
182.77
122.18
Fluoride
990
1800
46742.38
31161.92
Lead
<50
25
650.19
433.79
Nickel
<20
88
2286.13
1524.42
Silver
<10 AL
0.06
2.56
2.04
Zinc
38 AL
50
1299.37
866.58
*Human Health: Water & Organism
CU ec NvScn7l
" EPA criterion continuous standard
3-Methyl-4Chlorophenol (P-Chloro-M-Cresol) ] criteria based on organoleptic effects available
6.735 mgd mass balance= ( 10.44 + 271.1
' Standard ) / 10.44
10.10 mgd mass balance= 15.66 + 271.1 ' Standard ) / 15.66
4/29/93

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89
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NC'W111391 Ncpn::11A13/92 lirywry:QI'A+ A 19i11 MAY AUG NOV
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h.

04/30/93 ver 3.1
r
Facility:
• NPDES Permit No.:
Status (E, P, or M):
Permitted Flow:
Actual Average Flow:
Subbasln:
Receiving Stream:
Stream Classification:
7010:
IWC:
Stn'd / Bkg
Pollutant AL Conc.
(ug/1) WWI)
Cadmium
S
2.0
Chromium
S
50.0
Copper
AL
7.0
Nickel
S
88.0
Lead
S
25.0
Zinc
AL
50.0
Cyanide
S
5.0
Mercury
S
0.012
Silver
AL
0.06
Selenium
S
5.00
Arsenic
S
50.00
Phenols
S
NA
NH3-N
C
T.R.Chlor.AL
17.0
Pollutant
Cadmium S
Chromium S
Copper AL
Nickel S
Lead S
zinc AL
Cyanide S
Mercury S
Silver AL
Selenium S
Arsenic S
Phenols S
NH3-N C
T.R.Chlor.AL
Allowable
Load
(}/d)
9.20
421.57
81.72
230.26
97.28
474.26
24.48
0.02
0.36
7.59
75.88
T 0 X I C S R E V I E W
Goldsboro WWTP
NC0023949
Existing
6.7. mgd
6.7 mgd
'030405
Neuse I--------- PRETREATMENT DATA -------------- I ---- EFLLUENT DATA---- I
C I ACTUAL PERMITTEDI I
271.1 ofs I Ind. + Ind. + I FREQUENCY 1
3.11 4 I Domestic PERMITTED Domestic I OBSERVED of Chronicl
Removal Domestic Act.Ind. Total Industrial Total I Eflluent Criteria I
Eff. Load Load Load Load Load I Conc. Violatlonsl
4 (4/d) (!/d) (4/d) (4/d) (4/d) I (ug/1) (fvio/tsam)I
------------------------------------------------- I -------- --------- 1
67% 0.0 0.04 0.3 0.252 1 1
826 0.7 0.68 1.3 1.296 1 1 1
87% 1.9 3.0 4.92 1.6 3.461 109.0 N
42% 0.1 1.7 1.81 1.8 1.899 I P
61% 0.4 0.38 0.3 0.329 1 I U
84% 6.9 16.1 23.02 1.6 8.511 1 38.0 T
69% 0.0 0.01 0.6 0.629 1
1 S
75% 0.1 0.06 0.2 0.232 1 E
04 I C
Oi I T
99§ 2.9 2.89 I 1
04 I I 0
04 N
I I
I I
I I
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D--------- MONITOR/LIMIT --------- 1--ADTN'.L RECM4DTN'S--
Effluent Effluent Effluent Instream I Recomm'd
Conc, using using Conc. Based on Based on Based on I FREQUENCY INSTREAM
CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED I Eff. Mon. Monitor.
Criteria Influent Influent OBSERVED Influent Influent Effluent I based on Recomm'd 7
(ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data OBSERVED (YES/NO)
--------------------------------- -- - ---------I -----------------
53.939 0.217 1.477 0.00 Monitor I
1348.465 2.169 4.154 0.00 I
188.785 11.394 8.010 4.04 Monitor Monitor Monitor I Monthly NO
2373.298 18.670 19.607 0.00 I
674.232 2.645 2.283 0.00 I
1348.465 65.570 24.242 1.41 Monitor Monitor Monitor I Monthly NO
134.846 0.055 3.470 0.00 .'14onitor
0.324 0.000 0.000 0.06
1.618 0.245 1.033 0.00 Monitor Monitor
134.846 0.000 0.000 0.00 I
1348.465 0.000 0.000 0.00 I
0.000 0.514 0.000 0.00 Limit
0.000 0.00 I
458.478 0.00 I

•04/30/93
Ver 3.1
T 0 X I C
S R E V I E W
Facility:
Goldsboro
WWTP
_ •
NPDES Permit No.:
NC0023949
Status (E, P, or M):
Existing
Permitted Flow:
10.1`
mgd
Actual Average Flow:
6.7
mgd
Subbasin:
'030405
Receiving Stream:
Nauss
1---------
PRETREATMENT DATA --------------
I ---- EFLLUENT DATA---- I
Stream Classification:
C
ACTUAL
PERMITTEDI
I
7Q10:
271.1
cfs
I
Ind. +
Ind. + I
FREQUENCY I
INC:
5.46
4
Domestic
PERMITTED
Domestic I
OBSERVED
of Chronlcl
Stn'd / Bkg
I Removal
Domestic
Act.Ind.
Total
Industrial
Total I
Eflluent
Criteria I
Pollutant
AL Cone.
I Eff.
Load
Load
Load
Load
Load I
Cone.
Vlolationsl
(ug/1) (ug/1)
----------------
I i
--------
(f/d)
--------
({/d)
--------
(#/d)
--------
(//d)
---------
(4/d) I
-------- I
(ug/1)
--------
(ivlo/tsam)I
--------- 1
---------
Cadmium
--
S
2.0
67%
0.0
0.04
0.3
0.252 I
I
Chromium
S
50.0
1 82%
_
0.7
0.68
1.3
1.296 1
1 1
Copper
AL
7.0
1 87%
1.9
3.0
4.92
1.6
3.461 1
109.0
1 N
Nickel
S
88.0
1 42%
0.1
1.7
1.81
1.8
1.899 1
1 P
Lead
S
25.0
1 61%
0.4
0.38
0.3
0.329 1
1 U
Zinc
AL
50.0
1 84%
6.9
16.1
23.02
1.6
8.511 1
38.0
1 T
Cyanide
S
5.0
1 69%
0.0
0.01
0.6
0.629 1
1
Mercury
S
0.012
1
1 S
Silver
AL
0.06
756
0.1
0,06
0.2
0.232 1
1 E
Selenium
S
5.00
04
1 C
Arsenic
S
50.00
Oi
T
Phenols
S
NA
991
2.9
2.89
I I
NH3-N
C
O%
I
1 0
T.R.Chlor.AL
17.0
Oi
I
I
I
N
I
I---------------
I
I
ALLOWABLE
PRDCT'D
PRDCT'D
PRDCT'D
I
I
--------- MONITOR/LIMIT ---------
I
I
1--ADTN'L RECMAIDTN'S--
I
Effluent
Effluent
Effluent
Instream
I Recomm'd
I
Cone.
using
using
Cone.
Based on
Based on
Based on
I FREQUENCY INSTREAM
I
I Allowable
CHRONIC
ACTUAL
PERMIT
using
ACTUAL
PERMITTED
OBSERVED
I Eff. Mon. Monitor.
I
Pollutant
I Load
Criteria
Influent
Influent
OBSERVED
Influent
Influent
Effluent
I based on Recomm'd 7
I
I (}/d)
(ug/1)
--------
(ug/1)
---------
(ug/1)
--------
(ug/1)
--------
Loading
--------
Loading
--------
Data
---------I
I OBSERVED (YES/NO)
-----------------
I
1
---------
Cadmium
--
S
I ---------
I 9.20
36.634
0.217
1.477
0.00
Monitor
I
I A
Chromium
S
1 421.57
915.858
2.169
4.154
0.00
I
1 N
Copper
AL
1 81.72
128.220
11.394
0.010
5.95
Monitor
Monitor
Monitor
I Monthly YES
I A
Nickel
S
1 230.26
1611.909
18.670
19.607
0.00
Monitor
Monitor
I -
I L
Lead
S
1 97.28
457.929
2.645
2.283
0.00
I Y
Zinc
AL
1 474.26
915.858
65.570
24.242
2.07
Monitor
Monitor
Monitor
I Monthly NO
I S
Cyanide
S
1 24.48
91.586
0.055
3.470
0.00
Monitor,
I I
Mercury
S
1 0.02
0.220
0.000
0.000
0.00
I S
Silver
AL
1 0.36
1.099
0.245
1.033
0.00
Monitor
Monitor
I
Selenium
S
1 7.59
91.586
0.000
0.000
0.00
I R
Arsenic
S
1 75.88
915.858
0.000
0.000
0.00
I
I E
Phenols
S
0.000
0.514
0.000
0.00
Limit
I S
NH3-N
C
0.000
0.00
1 U
T.R.Chlor.AL
I
311.392
0.00
(
I L
I
I
T
I
I
I S

TST5B-P7- nPi7L--, Ms
NPDES PREPRFATMENT INFOI MATION REQL= FORM
:FACILITY NAME: 1]:j OF G0I.DS(30QC) NPDES NO. N000 2 3 9
i
REQUESTER: GP, G QiZiCH DATE: 4 / Z /`i3 RDSION: WAQO
_ This facility has no SIUs and should not have pretreatment language. i
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
Program Develogrent !
Phase I due
Phase II due
Additional Conditions
(attached)
This facility is currently implementing a pretreatment program.
Please include the following conditions: I !
�( Program Implementation
_ Additional Conditions
(attached)
SIGNIFICANT
INDUSTRIAL USERS' (SIUs) CONTRIBUTIONS
�
SIU FLAW
- T rAL:
- O0MPOSITION:
TEXTILE:
M� !
MEDAL FINISHING:
MGD
!
OTHER:
DYE !
MGD
!
MGD !
,
MGD ,
HEADWO10CS REVIEW
�
PASS
PARAMETER
!THROUGH
DAILY LOAD IN LBS/DAY ACTUAL
!
!ALLOWABLE
DQMEMC
PERMITTFA
INDUSTRIAL
% REMOVAL !
! Cd
V L6.1ooS
"h.9515
!0,03-+
i
!
Cr
,<d oo
✓ 1.2%q
✓0.6731
ea
! Ni
/0.8018
i 1 alSfd
✓ I. .18
�' -1 !
! Pb
/< _00 S
V0.3agl
101_
! Zn
6.s9sS
✓ 1. 1. 1
✓!I;
' CN
0.1009
0.b2,99
✓G,Ofo
�2
! Phenol
! Oder �.�
,(
�1h
-� '
!
!
A
(54
✓c 0.400l?
0.23�2
✓ pu 55
�5
RECEIVED:
/ a/93 REVIEWED BY:
REIUIaIID:
itl;HNK;AL ourrURi BRANCH
F

Qlt*tg of (Solbohora
V. (0. Praiver A
Marx` C=Ana
27533-9701
April 7, 1993
Greg Nizich
Permits Unit
N.C. Dept. of Environment,
Health and Natural Resources
Division of Environmental Management
P. O. Box 29535
Raleigh, NC 27626-0535
RE: NPDES Permit Application. - No. NCO023949
Goldsboro WWTP - Wayne County
Dear Mr. Nizich:
[phone]
In response to your letter of April 2, 1993,-acknowledging receipt�of our
permit application and requesting additional information, enclosed please
find a copy of the most recent Annual Pollutant Analysis for the City of
Goldsboro Was Treatment Plant.
If further information is needed, please advise.
Sincerely,
z Vol
C. R. Southerland, P.E.
Public Utilities Department
erp
Enclosure
c: Washington Regional Office - DEM
Phil Smith - Piedmont Olsen Hensley
0

Annual Pollutant Analysis Monitoring Requirement
Reporting Forth A
(Revised June 1990)
1. - Facility Information: Page 1 of 9
NPDES Permit No: r 00023949 Discharge (Pipe) No: 01 Year: 199 2
Facility Name: City of Goldsboro WWTP Class:- County:Wayne
Person(s) Collecting Samples: T _ W _ Rrown
Status of facility wastewater treatment operation on day of sampling: typical: X Yes No
If no, explain briefly:
Analytical Laboratory: WEBB TECHNICAL GROUP, TN( (Work Order No 92-11-173)
It. Sampling:
24 hr composite for main sample / grab sample for purgeable fraction
Date Sampled: (composite sample) 11/OS/92 g;p�orr sponding sample taken for toxicity testing;
Sampling begun (date, time): Yes =
Sampling finished (date, time): 11/06/92 8:00 Art X No J
Date and time sampled (grab sample): I i/06/92 8:00 Art
Instructions
The purpose of this document and the accompanying memo Is to standardize the sampling, analysis and reporting procedures to be used
for the Annual Pollutant Analysis Monitoring (APAM) Requirement as described in the permit.
Sampling
1. - Take a 24-hour composite sample from the final effluent during mid -week (Wednesday through Friday). Collect a grab sample for the volatile
organic fraction when collection of the 24-hour composite sample is completed. Follow any other sampling instructions provided by the laboratory
performing the analysis.
2 - Indicate In the space provided at the top of this page whether,a corresponding sample for toxicity testing was taken.
3 - Make note ot, any unusual wastewater treatment operating conditions occurring on the day of sampling in the space provided on the form.
Analysis
4 - Analyze the effluent for pollutants listed on the APAM form, Including those to be identified and approximately quantified under the 10
significant peaks rule, using appropriate EPA -approved methods for each of the analytic fractions. Other analytical methods'can be substituted
only with prior, written approval of the Director of the Division of Environmental Management (DEM). Read and distribute to the laboratory
performing the analysis the accompanying memo (Tedder, October 1990) clarifying analytical requirements.
5 - Identify chemicals to be analyzed for according to the 10 significant peaks rule (as described In item 2 of the Annual Pollutant Analysis
Monitoring Requirement. in the permit) using a GC/MS library search. Tentative identification is all that Is required; confirmation by standard
Injection Is not necessary. Estimate the concentration of each based on an internal standard having the closest retention time.
Reporting
6 - Ouantitation Limit Targets that should be met are listed on this Revised APAM Reporting Form A. Report the use of any higher quantita-
tion limit and an explanation as to why the listed quantitation limit target could not be met. Examples of acceptable reasons for not meeting
a quantitation limit target could be high background concentrations in a sample, or the necessity for sample fraction dilution to bring a chemical
to within a quantifiable concentration. List any quantitation limit differtent (whether higher or lower) from the target in the column provided
fur this purpose.
7 - If a chemical is found to be below the quantitation limit, report the concentration detected as less than (or'< 9 the quantitation limit
in the appropriate spare. Provide a concentration estimate for chemicals detected in concentrations greater than the detection limit and less
than the quantitation limit. Enter the detection limit In parentheses beside the estimate. Chemicals detected in concentrations above the quan.
titation limits must be quantified. Ouantitation limit and detection limit are defined In the accompanying memo (Tedder, October 1990). Enter,
the total number of peaks detected in each analytic fraction In'the appropriate space on this Revised APAM Form A. Report all concentrations
In units of micrograms per liter (ug/1) and metals as total recoverable metal. If no peaks to be identified under the 10 significant peaks rule
are observed, enter "none" in the space provided for "other" compounds In each appropriate analytic fraction section. Provide the concentra-
tion estimate and retention time for "unknowns" as well as for "significant peaks" for which a structural assignment can be made.
8 - If "significant peaks" are found, provide probable molecular weight, library match probability, retention time, identification basis, and
MS scan number for each. in addition, list Internal standards and their retention times.
9 - In the section labeled "Organic Analytical Information" (p. 9), include for each organic fraction the method, extraction technique, GC
operating conditions, and surrogate recovery. Report the size of the GC/MS library.being utilized in the appropriate space.
10 - Use copies of this Annual Pollutant Analysis Monitoring Revised Form A to report the results of the analysis. Both the analytical laboratory
representative and the facility operator in responsible charge should sign completed forms (last page).
11 - Mail two completed copies of the form (and the laboratory report, if submitted to the facility on a different form) to: ATTN: Central Files,
Division of Environmental Management, NO DEHNR, P.O. Box 27687, Raleigh, NO 27611. Mail the APAM form separately from Discharge Monitoring
Reports.

A: Purgeable (Volatile Organic) Fraction, EPA Method
Pape 2 of 9
Number
of chemicals detected in Fraction
Fraction
STORET Number 84085
STOREY
Compound Quantitation =uanl�lallon
Concentration
GC/MS
Confirmation?
Limit
TargetDetected
Number
iug11) (ug11)
(ug11)
Yes No '.
1. Pollutants to be analyzed for.
< L
X
34210
Acrolein
1")
00
100
< LT
X
34215
, Acrylonitrile
5
<QLT
X
34030
Benzene
5
<QLT
321 11
Bromodichloromethane
5
< LT
X
32104
Bromoform
10
<QLT
X
34413
Bromomathane
5
< LT
X
32102
Carbon tetrachloride
6
<QLT
X
34301
Chlorobenzene
10
<
34311
Chloroethane
10
< LT
X
34576
2-Chloroethyl vinyl ether
5
< LT
X
32106
Chloroform
10
< LT
X
34418
Chloromethane
5
<QLT
X
32105
Dibromochloromethane
5
<
34496
1,1-Dichioroeinane
5
< LT
X
34531
1,2-Dichloroethane
5
< LT
X
34501
1,1-Dichloroethylene
5 5
<
34546
trans-1,2-Dichloroethylene
< LT
X
34541
1,2-Dichloropropane
5
<
X
34704
cis 1,3.Dichloropropene
5
< LT
X
34699
trans 1,3-Dichloropropene
8
<QLT
X
34371
Ethylbenzene
5
< LT
X
34423
Methylene chloride
7
< LT
X .
34516
1,1,2,2-Tetrachioroethane
5
< LT
X
34475
Tetrachloroethyfene
6
< LT
X
34010
Toluene
5
<QLT
X
345C6
1,1,1-Trichloroethane
5
< LT
X
34511
1,1,2-Trichloroethane
5
<QLT
X
39180
Trichloroethylene
10
< LT
34488
Trichlorofiuromethane
10
<QLT
X
-
39175
Vinyl chloride
If different
from quantitation limit target

4-D
Probable
Estimated
Compound Molecular
Concentration
Weight
(u911)
_------ 147
13
Identification Basis
(Check all that apply)
Library Match Retention Manual Scan
Probability Time (RID Library P Number
(Min) Match Interpretation RT
t 25.07 x x x 2200
*This compound is included in our primary standards of this method.
Complete only if non4arpeted compounds are present:

D. Acid Extractable Fraction, EPA Method 6?5 Page 4 of 9
Number of chemicals detected In Fraction 5' -
Fraction STORET Number 45582
STORET Compound
Number
Ouantitatlon
Limit Target
Quantitation
Limit•
Concentration
Detected
GCIMS
Confirmation?
1. Pollutants to be analyzed for.
(ug/1)
_ .jud/1)
(ug11)
Yes
No
34452 4-Chloro-3-meth I henol
10
20
<20X
LT
X
34586 2-Chloro henol
10
<
< LT
X
34601 2 4-Dichloro phenol
10
< LT
X
34606 2 4-Dimeth I henol
10
X
34616 2 4-Dinitro henol
50
< LT
<Q LT
X
34657 2-Meth l-4 6-dinitro henol
50
X
34591 2-Nitrophenol
10
<0 LT
< LT
X
34646 4-Nitrophenol
50
<QLT
.
r henol
I o
39032 Pentach o
50
X
34694 Phenol
10
< Q LT
< LT
X
34621 2 4 6-Trichloro phenol
10
• If different from quantitation limit target

Compound
Probable
Molecular .
Weight
Estimated
Concentration
(ug/1)
Library Match
Probability
(%)
Retention
Time (RT)
(Min)
Identification Basis
(Check all that apply)
Scan
Number
Library
Match
Manual
Interpretation
RT
Dodecanoic acid
200
8
90
19.37
X
X
2127
Tetradecanoic acid
228
11
98
21.80
l(
X
1
2462
9-Hexadecenoic acid
254
23
99
23.85
X
X
2743
Hexadecanoic acid
256
48
93
24.08
X
X
2775
Octadecanoic acid
284
22
98
26.07
X
X
3048
Complete only If non -targeted compounds am present:
Internal Standard
Retention
Tlme
(Min)
tens hthene-d10
18.49
Phen -d10
22.32
Chr sene-d12
22.83
L
v
w
m
01'
z11

C. Base/Neutral Fraction, EPA Method 625 Paoo 6 of 9
Number of chemicals detected In Fraction 6
. Fraction STORET Number 45583
STORET Compound
'Number
Quantltalion
Limit Target
Quantitatlon
Limit'
Concentration
Detected
GC1MS
Confirmation?
I. Pollutants to be analyzed for.
(ug11)
(ugll)
(ugli)
Yes
No
3405
Acena hthene
10
< OLT
34200
Acena hih lens
10
<QLT
X
34220
Anthracene
10
<QLT
X
39120
Benzidine
50
< LT
X
34526
Benzo a anthracene
10
< LT
X
34247
Benzo a rene
10
<QLT
X
34230
Benzo b fluoranthene
10
<QLT
X
34521
Benzo hi lene
10
<QLT
X
34242
Benzo k fluoranthene
10
<QLT
X
34278
Bis 2•chioroethox methane
10
<QLT
34273
Bis 2•chloroeth I ether
10
<QLT
X
34283
Bis 2-chlorolso ro I ether
10
< LT
X
39100
Bis 2•eth the Iphthalate
10
13.
X
34636
4•Bromo hen I phenyl ether
10
34292
Butyl benzyl phthalate
10
< LT
X
34581
2-Chlorona hthalene
10
<QLT
X
34641
4-Chloro hen I phenylether
10
<QLT
X
34320
Chrysene
10
< LT
X
34556
Dibenzo a h anthracene
10
< LT
X
34536
1 2•Dichlorobenzene
10
<QLT
X
34566
1 3-Dichlorobenzene
10
34571
14-Dichlorobenzene
10
< LT
X
34631
3 3•Dichlorobenzidine
20
< LT
X
34336
Diethyl phthalate
10
<QLT
X
34341
Dimeth I phthalate
10
X
39110
Di•n-but I phthalate
10
< LT
X
34611
2 4-Dinitrotoluene
10
34626
26•Dinitrotoluene
10
<QLT
X
34596
Di•n•ocl I hthalate
10
< LT
X
34346
1 2-Di hen Ih drazine
10
50
<55
X
34376
Fluoranthene
10
<
34381
Fluorene
10
< LT
X.
39700
Hexachlorobenzene
10
< LT
X
34391
Hexachlorobutadiene
10
<QLT
X
34386
Hexachloroc clo entadiene
10
<QLT
X
34396 1
Hexachloroethane
10
<QLT
X
34403
Indeno 1 2 3-c rene
10
<QLT
X
34408
34696
Iso horone
Naphthalene
10
10
< LT
<QLT
X
X
34447
Nitrobenzene
10
<QLT
X
34438
N-nitrosodimeth (amine
10
< LT
X
34428
N-nitroso-dl-n-propylamine
10
<QLT
X
34433
N-nitrosodi hen lamine
10
<QLT
X
34461
Phenanthrene
10
< LT
X
34469
P rene
10 1
<QLT
X
34551
1,2,4.Trichlorobenzene
10
<QLT
X
If different from quantitation target

Compound
Probable
Molecular
Weight
Estimated
Concentration
(ugll)
Library Match
Probability
(°/,)
Retention
Time (RT)
(Min)
Identification Basis
(Check all that apply)
Scan
Number
Library
Match
Manual
Interpretation
RT
Unknown
110
21
11.67
1062
2-(2-Butoxyethoxy)-
Unknown
250
91
25.10
2915
Unknown
282
44
25.86
3019
Unknown
280
20
27.57
3253
Complete only If non -targeted compounds are present:
Internal Standard
Retention
Time
(Min)
1 4-Dichlorobenzene-d4
10.86
Acena hthene-d10
18.49
22.32
Ch -
28.83
V
0

D. OrganochlorinelOrganophosphorus Pesticide$, and PCB's Page 8 of 9
Number of chemicals detected In Fraction _
Fraction STORET Number 00168
. STORET Compound
Number
Quantitatlon
Limit Target
'Quantitation
Limit'
Concentration
Detected
Confirmation?
Dual olumni GC1MS
1. Pollutants to be analyzed for: (ug/1)
Organochlorine Pesticides/PCB's: EPA Method 608
(ug/1)
(ug/1)
Yes
No
Yes
No
39330
Aldrin
0.05
<
39337
al ha•BHC
0.05
<QLT
X
39338
Beta•BHC
0..05
34259
Delta-BHC
0.1
<OLT
39340
Gamma-BHC Lindane
0.05
<QLT
X
39350
Chlordane
0.2
<QLT
X
39310
4 4'•ODD
0.1
<QLT
X
39320
4 4'•DDE
0.1
< LT
X
39300
4 4'•DDT
0.1
<QLT
X
39380
Dieldrin
0.02
< LT
34361
Endosulfan I (alpha)
0.1
< LT
X
34356
Endosulfan II beta
0.1
<
34351
Endosulfan sulfate
0.7
< LT
X
39390
Endrin
0.06
<Q LT
X
34366
Endrin aldehyde
0.2
< LT
X
39410
Heptachlor
0.05
<QLT
X
39420
Heptachlor epoxide
0.8
< LT
X
39480
Methox chlor
0.5
--
<QLT
X
39755
M i rex
0.2
<QLT
X
39400
Toxa hens
2.4
< LT
X
34671
PCB 1016
0.5
<QLT
X
39488
PCB 1221
0.5
<QLT
X
39492
PCB 1232
0.5
<
39496
PCB 1242
0.5
<QLT
X
39500
PCB 1248
0.5
<QLT
X
39504
PCB 1254
1.0
<QL
39508
PCB 1260
1.0
< LT
X
Organophosphorus Pesticides: EPA Method 8140
39560
Demeton
F 2.5
39540
Parathion eth I
1 0.6
< LT
X
E. Herbicides, EPA Method 8150
Number of chemicals detected in Fraction
Fraction STORET Number 00148
STORET Compound
Quantitation
Quantitation
Concentration
Confirmation?
Number
Limit Target
Limit•
Detected
Dual Column
1. Pollutants to be analyzed for.
(ug/1)
(ug/1)
(ug/1)
Yes
No
39730
2 4•D
12
< LT
39045
Silvex
2
<QLT
39740
2,4,5•T
2
<QLT
• If different from quantitation limit target

yaun, h�.—,... Cll In, vi,.'�I.—. v4gu 9 of 9
•,,Ic
Fraction
Method
Extraction
GC Operating Conditions
Column Description
Surrogates (Spikes)
Batch
Continuous
Length X ID, Film Thickness,
Column Type, Carrier Gas & Flow
Rate, Temperature Program
Compound
Recovery
%
Purgeable
624
X
75 m x 0.53 mm 3.0 Pm
86.8
DB-624, He, 8 ml/min.
Toluene-d8
89.8
10°C 1 min 1800C 6°C mi
- die Uo-
89.4
Acid Extractable
625
X
30 m x 0.25 mm 0.25 prn
2-Flux
46.7
DB-5 ms, He, 1 ml/min.
Phenol-d5
35.5
350C 4 min),2600C,100C/mi
164&rral
82.3
Base/Neutral Extractable
625
X
same as Acid
53.2
uQ
55.6
e hen 1-d14
70.6
Example: Acid Extractable
625
X
30m x 0.25mm, 0.25um, DB•5,
He, 30 cm/sec, 400C (4 min)
270°C, 100/min
d5 • phenol
50
GC/MS Library size (number of reference spectra): 54 r 000
F. Metals and Other Chemicals 4
Number of Metals and Other Chemicals (as listed below) detected in Sample
Fraction STORET Number 78240
STORET Compound
Number
Quantitation
Limit Target
Quantitation
Limit'
Concentration
Detected
1. Pollutants to be analyzed for:
(ug/1)
(ugll)
(ug/1)
01104
Aluminum
50
138
01097
Antimony
50
<QLT
01002
Arsenic
10
<QLT
01012
Beryllium
25
<QLT
01027
Cadmium
2
5
<5
01034
Chromium
5
10
< 10
01042
Copper
2
10
< 10
01051
Lead
10
50
<5
71900
Mercury
0.2
01067
Nickel
10
20
<20
01147
Selenium
5
<QLT
01077
Silver
5
10
< 10
01092
Zinc
10
38
2, Other Inor anics-
01D07
Barium
500
<QLT
00940
Chloride
1000
44,000
00720
Cyanide
20
<QLT
00951
Fluoride
100
990
' If different from quantitation limit target
Analytical Laboratory Representative: -:7:29-GH[JN6 WL , A2
Signed: ram_` �� ' / , Date: �2
Facility Operator in Responsible Charge (ORC): �ns�P� ��i'a<1�t
I certify that this eport is accurate and omplete t the best of my knowledge.
Signed: D� ZZ- Date:

f
RE:
In B.
N. C. Annual Pollutant Analysis Concerning some Chemicals
and Metals Having Quantitation Limit Higher Than Quantita-
tion Limit Target
In C.
In F.
Acid Extractable Fraction
114-Chloro-3-methylphenol" is subject to erratic chromato-
graphic behavior. The quantitation limit outlined in EPA
Method 8270 is used.
Base/Neutral Fraction
111,2-Diphenyl hydrazine" is subject to decomposition in
the chromatographic inlet; therefore, it frequently exhib-
its poor chromatography. A higher quantitation limit is
used for this compound.
Metals and Other Chemicals
Due to matrix interferences and subsequent instrumental
limitations, the quantitation limits for selected metals
are higher than the quantitation limit targets.
C

a
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Water Resources
512 North Salisbury Street " Raleigh, North Carolina 27611
James G. Martin, Governor
William W. Cobey, Jr., Secretary
October
Mr. Robert K. Russell, P.E.
Finkbeiner, Pettis & Strout, Limited
One Centerview Drive
Greensboro, NC 27407
John N. Morris
Director
1, 1992
RECEIVED 11
OCT 0 91992
Dear Mr. Russell:
TECHNICAL SUPPORT BRANCH
Mr. John Morris asked me to respond to1'lrour August 28, 1992
letter requesting our participation in determining the
environmental impacts of improvements to the City of Goldsboro's
Water Treatment Plant.
The Division of Water Resources has evaluated the impacts of
increasing the maximum withdrawal from 10 million gallons per day
(MGD) to 14 MGD. We determined that the 7-day, 10-year low flow
(7Q10) of the"Neuse River at the point of withdrawal is between
248 and 318-'cubic feet per second (160 to 206 MGD). The expanded
withdrawal is therefore 7-9 percent of the 7Q10_of the Neuse
River versus 5-6 percent at the current maximum withdrawal. We
do not think that this increase will have a significant impact on
the Neuse River. It may, however, result in slightly stricter
effluent limits for the City's Wastewater Treatment Plant when
its NPDES permit is renewed.
Sincerely yours,
John D. Sutherland, Chief
Water Resources Planning Section
JDS/bb
cc:"Ruth Swanek, DEM
Steve Reed, DWR
P.O. Box 27687, Raleigh, North Carolina 27611-7697 Telephone [phone]
An Equal Opportunity Affirmative Action Employer