WQ0017791_More Information (Received)_20200214

Initial Review
INITIAL REVIEW
Reviewer Thornburg, Nathaniel
Is this submital an
application?*
r Yes r No
Is this a complete
application?*
r Yes r No
Project Number* WQ0017791
Applicant/Permittee City of Goldsboro
Applicant/Permittee PO Drawer A Goldsboro, NC 27533
Address
Is the owner in BIMS?
r Yes r No
Owner Type
Facility Name
County
Fee Category
Complete App Date
02/14/2020
Is the facility in BIMS?
r Yes r No
City of Goldsboro Water Reclamation Facility
Signature Authority
Signature Authority Title
Signature Authority Email
Document Type (if ADD INFO RESPONSE
non -application)
Email Notifications
Does this need O Yes
review by the r No
hydrogeologist? *
Regional Office Washington
Fee Amount

CO Reviewer Tessa Monday: eads\trmonday
Admin Reviewer
Below list any additional email address that need notification about a new project.
Email Address
Comments to be added to email notification
Comments for Kendall
Comments for RO
Additional information response.
Comments for Reviewer
Additional information response.
Comments for Applicant

Submitted Form
Project Contact Information
Rease provide information on the person to be contacted by MB Staff regarding electronic subnittal, confirmation of receipt, and other issues.
........................................................................................................................................................................................................................................................................................................................................................................
Name * Michael Wagner
Email Address*
[e-mail]
Project Information
.......................................................................................
Submittal Type* r New Permit Application
r Renewal
r Annual Report
Permit Type * r Wastewater Irrigation
r Other Wastewater
r Closed -Loop Recycle
r Single -Family Residence
Wastewater Irrigation
Is a paper copy of the application being submitted?*
r Yes r Nor N/A
Permit Number* WQ0017791
Applicant\Permittee * City of Goldsboro
Applicant/Permittee PO Drawer A Goldsboro, NC 27533
Address*
Phone Number*
9197353329
Facility Name * City of Goldsboro Water Reclamation Facility
r Modification (Major or Minor)
r Additional Information
r Other
r High -Rate Infiltration
r Reclaimed Water
r Residuals
(- Other
Please provide comments/notes on your current submittal below.
Dear Ms. Monday:
The additional requested items from your letter January 17, 2020 are enclosed for the City of Goldsboro Reclaimed
Water Permit Renewal. This package contains:
Al) Completed signature authority designation letter form
A2/3) Drawing of Storage tank oath 300,000-gallons and GPS Coordinates
B) Updated the previously submitted "approved maps", showing buffers/setbacks on the golf course and in the spray
fields
Please let me know if you have any questions or need additional information. Thank you.
Sincerely,
Michael Wagner
Public Utilities Director
[phone]
Please attach all information required or requested for this submittal to be review here.

Application Form Engineering Rans, Specifications, Calculations, Etc.)
WQ0017791 Goldsboro Add. Info. Response 2-12-
792.49KB
20.pdf
Upload only 1 R]Fdocurrent. Wltiple docurrents rrust be corrbined into one R]Ffile.
For new and modification permit applications, a paper copy may he required. If you have any questions
about what is required, please contactthe reviewer or Tessa Monday. If a raper al.plication is required,
he advised, applications accepted for pre -review until both the paper and elect -c -,ic o1, es nave been
received. The paper copy shall include the following:
o Application Form
o All relevant attachments (talcs, soils repor-, si.e.s, et--.)
o One full-size engineering plan set
o One 11x17" engineering plan set
o One extra set of specifications
o Fee (if required)
Mailine address:
Division of Water Resources ! Division of Water Resources
Non -discharge Branch I Non -Discharge Branch
1617 Mail Service Center I Att: Nathaniel Thornburg, Yh Floor, Office #942W
- =
Raleigh, NC 27699-1617 S12 N.5alisburySt.
Forquestions or problems contact Tessa Mondayattessa.monday[)ncdenr.Bov or 919.707.3560.
* W By checking this box I acknowledge that I understand the application will not be accepted
for pre -review until the paper copy (if required) and fee (if required) have been received by
the Non -Discharge Branch. I also confirm that the uploaded document is a single PDF with
all parts of the application in correct order (as specified by the application).
Signature
44),c fA-OL- WA' -CF~lA�L
Submission Date 2/12/2020

GQLDSBnR
BE MORE DO MORE SEYMOUR
Public Utilities
Post Office Drawer A
Goldsboro, NC 27533
Phone [phone]
February 7, 2020
Tessa Monday, Environmental Engineer
Division Of Water Resources
Water Quality Permitting Section
Non -Discharge Branch
Non-Discharg e.Re [e-mail]
PUBLIC UTILITIES DEPARTMENT
Michael Wagner, Public Utilities Director
RE: Response to Permit Renewal Application City of Goldsboro, NC
Reclaimed Water Permit Renewal # WQ0017791
Dear Ms. Monday:
www.uoldsboronc.gov
The additional requested items from your letter January 17, 2020 are enclosed for the
City of Goldsboro Reclaimed Water Permit Renewal. This package contains:
Al) Completed signature authority designation letter form
A2/3) Drawing of Storage tank with 300,000-gallons and GPS Coordinates
B) Updated the previously submitted "approved maps", showing buffers/setbacks on
the golf course and in the spray fields
Please let me know if you have any questions or need additional information. Thank
you.
Sincerely,
Michael Wagner
Public Utilities Director
[phone]
enc.
electronic cc: Robert Tankard, NC DWR Washington Regional Office
Robert Sherman, Goldsboro WRF Superintendent

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Director
Division of Water Resources
Non -Discharge Branch
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To Whom It May Concern:
NORTH CAROLINA
Environmental Quality
February 7, 2020
Subject: Permit No. WQ0017791
Signature Authority Designation
City of Goldsboro
Other Non -Discharge Wastewater
System
Wayne County
As an appropriate signing official for �.',a o CIS cp (city/town or
business name) as designated by 15A NCAC 2T .0 ]6I�I hereby delegate authority to sign and certify all
permit applications, reports or other permit related documents to the following staff for the following
permit types (sewer, spray, land application) and/or permit numbers:
Position
Person
Currently in
If you have any questions, please contact me at the following:
Permit Tyne
or Permit
Number
C oo A 3 'F W
kta60 1Q 7 a
,�I W Q 06 1 '? `i a
Permittee/Applicant name (please print): T�
Title: f : A,.-�-
Complete mailing address:
City: o s
Telephone number:
Sincerer
signature
za ry State: /V L Zip: 2 7
( T / `i ) .S-80 -1133 O Facsimile number: ( i1 `T ) 7 J.i = $ go
�.._ North Carolina Department of Environmental Quality I Division of Water Resources
VQ= CAM I
Q E 512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
UWWU" "°'E&'".MWOft 919.707.9000

GrNNFRKL SPECIFICATION NOTES: 1
I
EXISTING FLOW METER_ -- - - -- -- _
REMOVE THE EXISTING 6' FLOW METER LOCATED IN THE G^LT COURSE SU,"PLY METER
AND VALVE VAULT. PROVIDE NEW FLOW METER; KROHNE AQUAFLUX SERIES 410 MAGMETER. \ 1
PROVIDE DUCTILE IRON PIPE FLANGED SPOOL PIECE IN PLACE OF EXISTING METER. ORDER
AND SUPPLY A NEW FLOW METER TO TRANSMITTER SIGNAL (KROHNE MODEL IFC 02OF SIGNAL
CONVERTER) CABLE FROM THE MANUFACTURER TO INSTALL AND CONNECT THE NEW
METER IN THE NEW LOCATION SHOWN,
NEW PRESSURE TRANSMITTER: _
PROVIDE .A NEW PRESSURE TRANSMITTER, ROSEMOUNT MODEL GP3051, WITH NEMA 4X
HOUSING. UNIT RANGE TO BE 0-100 PSI, INSTALL UNIT WITH 1/2 " STAINLESS STLEL TUBING
FROM THE PUMP DISCHARGE PIPING, 1/2 ' STAINLESS STEEL BALL VALVE, HEAT TRACING AND
INSULATION FOR THE TUBING, SIGNAL SURGE PROTECTION, AND STAINLESS STEEL MOUNTING
BRACKET FOR 2" PIPE SUPPORT.
NEW GOLF COURSE REUSE SUPPLY PUMP: _
PROVIDE A NEW SUPPLY PUMP, AMERICAN MARSH MODEL 5x6x12, BRONZE FITTED, CRANE
TYPE 21 MECHANICAL SEAL, 316 STAINLESS STEEL SHAFT SLEEVE, SEAL FLUSH LINES AND 1/4 '
TUBING, GLAND EYEBOLTS AND NUTS, 316 STAINLESS STEEL GLANDS, FABRICATED STEEL
BASE, WITH COUPLING GUARD AND COUPLING. MOTOR TO BE 40 HP, 1750 RPM, TEFC, 1,15 SF
460V, PREMIUM EFFICIENCY, INVERTER DUTY RATED, WITH SPACE HEATER AND MOTOR
WINDING THERMOSTATS. PUMP TO BE RATED FOR 1,050 GPM AT 93 FT TDH AT FULL SPEE]
AND BE CAPABLE OF REDUCED SPEED OPERATION TO PROVIDE AS LOW AS 50 GPM AT
REDUCED HEAD AND SPEED.
NEW BREAKER IN EXISTING MCC:
PROVIDE A NEW 125A BREAKER IN EXISTING SPARE CUBICLE. MCC IS A CUTLER -HAMMER
FREEDOM 2100 MCC, SUPPLIED THROUGH EATON CUTLER HAMMER, RALEIGH, N.C., ORDER
HRA59991. CONTACT MARY JO HOGGROOM, [phone].
NEW DISCONNECT AT PUMP:
PROVIDE A NEW IGOA, STAINLESS STEEL, NEMA 3R, 3-POLE, NON -FUSED DISCONNECT FOR
NEW PUMP. LOCATE NEAR MOTOR AND MOUNT TO ALUMINUM OR STAINLESS STEEL SUPPORT
RACK. PROVIDE FLEXIBLE, NON-METALLIC CONDUIT TO MOTOR FROM DISCONNECT. MATCH
EXISTING DISCONNECTS MOUNTED ON ELECTRICAL BUILDING WALL FOR EXISTING PUMPS.
ELECTRICAL CONDUIT:
EXPOSED OUTDOOR AND BURIED CONDUIT TO BE SCHEDULE 80 PVC, UV -RESISTANT. NEW
CONDUIT IN BUILDING TO MATCH EXISTING EXPOSED CONDUIT.
HEAT TRACING AND POWER CIRCUIT: _
PROVIDE HEAT TRACING WIRE, THERMOSTAT, AND INSULATION FOR PRESSURE TRANSMITTER
TUBING. PROVIDE 120V POWER SUPPLY THROUGH NEW 2A BREAKER IN EXISTING PLC CONTROL
PANEL WITHIN THE CONTROL BUILDING. CONDUIT AND WIRE FROM LIGHTING PANEL TO BE
2-J12, 1-112G IN 3/4 ' CONDUIT TO WP RECEPTACLE AT TRANSMITTER.
NEW GOLF COURSE
REUSE SUPPLY
PUMP, SEE SHT.. 2
NPW-PENETRATKT'
INTO EXISTING TANK,
SEE SHT. Z
- _ LINE T1 GOLF COURSE
NEW 8" 45'
- = BEND (R.J.)
NEW 8" REUSE LINE -
EXISTING 12" R�156
_UNE-ROS§PBAY
FIELD PUMPS --- ..
1 I
r:
VARIABLE FREQUENCY DRIVE:
PROVIDE NEW VARIABLE FREQUENCY DRIVE (VFD) FOR NEW PUMP. UNIT TO BE WALL MOUNTED WHERE INDICATED, 18-PULE PWM TYPE VFD, IN NEMA 1 CABINET UNIT TO INCLUDE CONTROL TRANSFORMER
SUITABLE FOR 120V CONTROL POWER AND MOTOR SPACE HEATER. CONTROLS TO INCLUDE AN HOA SWITCH. MANUAL SPEED POT, SPEED INDICATION, RUNNING LIGHT, MOTOR FAILURE LIGHT (FROM MOTOR
THERMOSTAT), VFD FAULT LIGHT, CURRENT TRANSFORMER FOR MONITORING MOTOR AMPS, AND ELAPED TIME METER. IN AUTO, THE VFD IS TO FOLLOW A 4-20 MA SPEED REFERENCE SIGNAL FROM THE
PANELCONTROL WITH THE 4 mA SIGNAL SET TO THE ADJUSTABLE MINIMUM SPEED POSITION. ANDFA`ULT (COMMON CONTACT FOR VFD FAU T AND MOTOR FAILURE). ACCEIPT CONTACT FOR NG ON THE' EREMD EV1RUNDE rFROMCTHETS FCON ROLOR TPANELTOPROVIDE 4-20E MONIRING OF MOTOR A SGNALSRUNNING.HFOR POSITION.
INDICATION
OF DRIVE SPEED AND MOTOR AMPS. VFD TO BE CUTLER HAMMER MODEL CP9050AGV5MOAOOM9V2.
-� _ . - -• ; �_;'� TRANSMITTER -,
....... E7; cTlNG MCC -- 1
EX�jWO-IXC75� \ 1 \,
s r _
EXISTING ELECTRICAL
1 l CONTROL BUILDING
` EXISTING SPRAY
FIELD PUMPS _
'41
L
PROVIDE NEW 12" TEE (R.J.)
Ta'R6�ACE EXISTING BEND
AND PROftk NEW 8",.W REC
ill TO CONNECT B' LINE TO EXST
1,1,`, 12" LINE
/ TO BE RE
I EXISTING
f/ NOTE FOR
li SPOOL PIE
FLOW METER
OVED. SEE
OW METER
EXISTING
1+1 fff 1 / REUSE FI
h VALVE
�11
4GLMLNT ; ;1
J ,1
F COURSE
METER 1
LT
I' fl
i II i
1
i j
1 f
Q i
i t
t 1
1
I
1,
CD
i
1
1
j
EXISTING ACQESS
DRIVEWAY FR6M 11
DIXIE TRAIL l 1
J
L
--- CXTSTING SPR�Y
IRRIGATION f
FLOW METER4
VALVE VAUV
]I+II
l
i-•3--#2, 1- i6G, IN 1-1/2" CONDUIT
,1 EXISTD4G MOTOR
k, CONTROL CENTER MCC-8
PLC AND CONTROL PANEL MODIFICATGNS: NEW FLOW
TRANSMITTER 1
EX'ST:NG 6 �`
PROVIDE MODIFICATIONS TO THE EXISTING CONTROL PANEi. AND PLC THROUGH ABCO, CONTACT RICHARD POFF, [phone]. WRING MODIFICATIONS TO INCLUDE NEW TERMINALS FOR THE NEW INPUT/ _ CONTRO_ NEW NEW 125A BREAKER
OUTPUTS AND THE ADDITION OF THREE NEW PLC CARDS." PROVIDE PLC PROGRAMMING CHANGES TO MAKE THE EXISTING GOLF COURSE SUPPLY VALVE BE MANUAL CONTROL ONLY (DISABLE AUTOMATIC PANEL i VF? ;N EXISTING CUBICLE.
CGNTROLI, AND PROVIDE A PRESSURE CONTROL LOOP TO RUN THE NEW PUMP ON A PID LOOP BASED ON PRESSURE. PUMP SPEED IS TD YARY INYERSELY TO PRESSURE TO MAINTAIN PRESSURE SETPOINT (45 PSI). PANEL
PROVIDE LOW FLOW INTERRUPTION OF CONTROL TO STOP PUMP IF FLOW IS BELOW 30 GPM (AOJ�.STABLE), FOR MORE THAN 5 MINUTES (ADJUSTABLE). PUMP TO TURN ON BASED ON S73NAL FROM CONTROL PANEL AT -
THE GOLF COURSE. PROVIDE HMI PROGRAMMING CHANGES AT THE WASTEWATER PLANT TO SHOW THE NEW PUMP, ALL ITS MONITORING POINTS, MANUAL OVERRIDE, PRESSURE SETPOINT CONTROL, SIMILAR TO THAT 1-16 TSP IN 3/4 " [:`;OUui- -HEpT iRAC:F;G
SHOWN FOR OTHER SYSTEMS AT THE PLANT. PROVIDE TANK LOW LEVEL CUTOFF AT 4.0 FEET IN THE TANK WITH RESET AT 6.0 FEEL PRO';AE NEW I,r ; RECEPTACLE, R
0 AS 'lEl':NS:
NEW MFR'S CABLES _ 3/4 2-/12, 1-112G
DiGi',pL GJTPC'T --� -1
DIGITAL INPUTS IN 2-3/4' CONDUITS
ANALOG INPUTS
of MOTOR RUNNING, EXISTING CARD, SLOT 5, INPUT 13 START PUMP, NEW CARE' A/B 1746-CAB, SLOT 8, INPUT C PUMP SPEED, NEW CARD A/B 5746-NI4, SLOT 3, CHANNEL 0
-3-d2, 1 /6G, 4-/12 IN 1-1/2" CONDUIT
= PUMP IN HAND, EXISTING CARD, SLOT 5, INPUT 14 r (MOTOR POWER, MOTOR SPACE
PUMP IN AUTO, EXISTING CARD, SLOT 5, INPUT 13 FLOW, EXISTING INPUT, SLOT 1, CHANNEL 2 40 HEATER, MOTOR THERMOSTAT)
ANALOu OUTPUT MOTOR AMPS. EXISTING CARD, SLOT 2, CHANNEL 2 NEW NEW PRESSURE
PUMP FAULT, EXISTING CARD, SLOT 6, INPUT 14 SPEED REFERENCE, NEW CARD AID 1746-NO4, SLOT 4, CHANNEL 0 P FLOW GOLF COURSE
( - PRESSURE, EXISTING EARL. SLOT 2, ;HANNEL 3 NEW TRANSMITTER NEW 100A. NEMA 3R,
METER REUSE SUPPLY PUMP
STAINLESS STEEL,
NON -FUSED DISCONNECT
- ONE -LINE DIAGRAM FOR NLIA' REUSE SJPPLY PUMP
SCAT E: Ni5 "`-
- 482 South Kt!k1' Road aIENT � � �-
ORLAW, FL 3281"101 � TAX TEL [phone]g 0RIGNAL _CC 2CiJ3 "RECORD DRAVIINGS'
FAX. [phone] O F �, �', (I y B R () 1, f ] I JOB No. :r71342
P85J.COM r GOLDSBORO �'v`WTr C T G REVISIONS: DRAWN GG
sow REUSE PUMP TA ION SI �E I LAN L. REC CWG. 1: J. INCORPORATING THOSE CHANGES MADE DESIGN _ TS
��K A., �tLn-n-m I_ NORTH OAROLINA �;EOI AIh��ED ti^,JAT=R PUMP �T.ATIvT � f - i 2' WRING THE CONSTRUCTION PROCESS CHECKED D5
_ N AND vENCRJ�L SPEGIFI�.,�TIDNS 3,_ BASED ON DATA FURNISHED BY THE
IL. WATER RE50l;ROES VEPIRTMEN I _ CONTRACTOR TO THE ENGINEER. O-C• RS
SHEET / 2
EXISTING
12" REUSE FM
TO SPRAYFIELD
REUSE PUMP STATION SITE PLAN
SCALE 1" = 10'-0" -
12--/14 IN ±" CONDUIT -�
3-116 TSP IN 1" CONDUIT - 1'

PROPERTY OF RANGE
$ 36@ IN DIAETER
I LINE IION
e _ - VALVE OF SPRAY IRRIRATION
•. `' % •' C-15 AND PAD TYPE a GUN-�—
Z ' _ / l •_-rs :. - DETAIL r ��
YRAV6 TION 1 VRARVGA7�8N 57� AGE � PUMPESTAT
'' y •. �� %�y - ~' '._. _ C-IS AN0.P.AD TYPE A I t •15 AND VALVE iT°E A I aNA STATIC
/' .., + ' -DETAIL D£�7AIL
r „
r`y ~s!w /r r• f I. I.! a `. - -! -
rx �••\� ! ' r "n "' 10. r _ _ 12" REUSE
ni,r`1 r �' • t - • ✓ y V'i" IDDITIV-AI
`. �' —f' 'kt i .-rl` I f ,l ,k ♦ s � �c = I (• ' ~a s
10.
LEGEND "a = a �• { ( J U9 a , �,� % 1 ( _ f , . I = 12' REUSE
50 FT. —BUFFER ZONE TO SPRAYFIEL
DRAINAGE DITCH \ "f =' ( ' • (D' A I
yCATIOFi • �, ♦ = e'y ♦ i ! s 1` Y , r rJ,1i'' f,ti,., �`_
A ': ' I 6=t AD T 7 ~' a
I140E 0 TRR7.a7� i TLIT7S r!eY, : r + J L . ,'
01L ZWE I IL1LLLll CUMULATIVE APPLIL`AT10N RAi>x IS r ° r a- _ * O �� I J \� r~ �r , \( _ 10' L
LIMITED TO N3.S INCHES PER YEAR" �" T
W:TN AN )N5TAZ 1?4 JS APpL ICA7tON 'S..: ! .� r f ~ ~ �.,• — 1 w
RATE OF 0.`! INCHES PER JIOUR a;+=f�s,,
OIL IONS g CUAMA,ATIVE APPLICATION RATE IS \r' IO' _! . �,'+•
(�� ! i
JNHATCHED �J 41NITED t0 67.0 LNCHES PER YEAR ra r \ +f `( - �.* •r Q 10• !
REASI MAIN SN INSTANTANEOUS APPLICATION I J
RATE OF 0.5 1NCNE5 PER Not
OIL ZDNI: S CUNITED I10 11 m ICA1'10N RATE 15 y, . r" T O•
wu�_sr L I M AN IN I A NTS NEOUINCHES PER YEAR
6
NITN AN 1NSTANTANEOUS APPLICATION ti Q i s ', •- •y't
RATE OF D-76 INCNES PER HOUR. • 1 IRRIG , — • ! !�' : f ~ol
PPLICET ON RITE; LISTED ARE PER HCOwo PERMIT CONDITIONS I VLLVE
7IAJTTUP. EACH SPRAY HEAD PRESSURE RlVOT L W ITS• �6' J AND [ _ r ��. ! • + r ", �t
D4I 11
E• 1 TAMER SETTING wSLL BE SQ1 T9 COMPLY w1TN �r�
Ryll CONDITIDNS LISTED IN THE NCOTJQ ATC. \, 1 " * r "'' "5 a +R • ! J �rf u+E
J I to _
!j• x 10' REDUCING TEE 1R.J.I O� I Lr ♦ J� ` 1 r LR�EI
! �r } IQ' x B' 90• REDUCIN6 BEND (FLO,I I >, ! � ,.� ' � •
4 SKENOID�OPERATED AUTOMATIC CONTROL VALVE (FLCS - a _ i ` ` J 1'Da � � � " � " � I ` � + " •
+2' PLUG IRJ.) IRRIGATION* • • r ` ! NOTE:
r + i DIMENSIONS SHOWN FOR LOCATION OF IRRIG•
r • GL)NS AR( TYPICAL DIMENSIONS FOR EACH G1
12• x E 1 .J.) JSEOI ER APE % R°j.I C45 AND VALVE 0 TYPED ti® i 10"I �' 4' ZONE. ESTABLISh GRID PER DIMENSIONS SHc
Q 1#° TEE IR.d.J DETAIL
ho
2 Z'•O' ' .I a e
1� r
2 0 '11tI } •
I! • I
N w Z 3 O 3, ,• k 1
{1
T 3 A 3 2 ! I d , -- - _ w ] S 21 1 J } J Y 3 A (3�(
4a S, We, Rim CLlara FAplF;r
Q*>Jdcl FL J8810 7Arr
Te�r14 -
Fraoestwp ; CITY OF _GOLDSBORO G©LDSBORJ WNi�SRRAYFIELD IRRIGATION
+" NORTH CAROLINA RECLAIMED WATER PR4lECT LAYOUT PLAN AND DETAILS
WATER RESOURCES DEPARTMENT AND CONSTRUCTEta WETLANDS
PLOT SCALE: 1" = 400'

_:C -91
14