WQ0001271_FP w Atts A&B_20160317

Water Resources
ENViRONMEN7AL QUALITY
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
Secretary
S. JAY ZIMMERMAN
Director
March 17, 2016
JAMES FLECHTNER — EXECUTIVE DIRECTOR
CAPE FEAR PUBLIC UTILITY AUTHORITY
235 GOVERNMENT CENTER DRIVE
WILMINGTON, NORTH CAROLINA 28403
Dear Mr. Flechtner:
Subject: Attachments A & B Certification
Permit No. WQ0001271
CFPUA RLAP
New Hanover County
In accordance with your permit modification request received November 4, 2015, and subsequent
additional information received January 21, 2016 and March 17, 2016, we are forwarding herewith
modified Attachments A & B, certified March 17, 2016 to Cape Fear Public Utility Authority for the subject
residuals program.
This certification is being issued to modify
➢ Attachment A by:
1. Changing the mixture and application pattern of the three wastewater treatment plants and
one water treatment plants.
i> Attachment B by:
1. Addition of nine fields in Columbus County totaling 543.2 acres, those fields being NC-
CO-36-01, NC-CO-36-02, NC-CO-36-03, NC-CO-36-04, NC-CO-36-05, NC-CO-37-01,
NC-CO-37-02, NC-CO-37-03 and NC-CO-37-04.
2. Addition of seven fields in Pender County totaling 156.1 acres, those fields being NC-PE-
03-01, NC-PE-03-02, NC-PE-03-03, NC-PE-03-09, NC-PE-03-10, NC-PE-03-11 andNC-
PE-03-12.
This modified Attachments A & B shall be effective from the date of certification until May 31,
2020 (i.e. expiration date of the current permit); shall void Attachments A & B of Permit No. WQ0001271
that was previously certified on June 1, 2015, and shall be subject to the conditions and limitations as
specified therein and well as those specified in the above -referenced permit. Please replace Attachments A
& B of Permit No. WQ0001271 that was issued on June 1, 2015, with this modified Attachments A & B.
Please note that only the maps for any new residuals -generating sources and/or land application
sites are attached to this letter. It is the Permittee's responsibility to ensure that a complete permit is
created by inserting these documents into the previously issued permit.
State of North Caroiina I Environmental Quality I Water Resources I Water Quality Permitting I Non -Discharge Permitting
1617 Mail Service Center I Raleigh, North Carolina 27699-1617
9198076464

Mr. James Flechtner
March 17, 2016
Page 2 of 2
If any parts, requirements, and/or Iimitations contained in this certification or modified Attachment
B are unacceptable, you have the right to request an adjudicatory hearing upon written request within 30
days following receipt of the certification. This request shall be in the form of a written petition, conforming
to Chapter 150B of the North Carolina General Statutes and filed with the Office of Administrative Hearings
at 6714 Mail Service Center, Raleigh, North Carolina 27699-6714. Unless such demands are made, this
permit shall be final and binding.
If you need any additional information concerning this matter, please contact Troy Doby at (919)
807-6336 or [e-mail].
Sincerely,
M1
C.S.!
�— S. Jay Zimmerman, P.G., Director
Division of Water Resources
cc: New Hanover County Health Department (Electronic Copy)
Wilmington Regional Office, Water Quality Regional Operations Section (Electronic Copy)
Marshall Puryear, LSS — Synagro (Electronic Copy)
Digital Permit Archive (Electronic Copy)
Central Files

ATTACHMENT A - Approved Residual Sources
Cape Fear Public Utility Authority
Certification Date: March 17, 2016
Permit Number: WQ0001271 Version: 31
Monitoring
Monitoring
Monitoring
Permit
Biological
Maximum
Frequency for
Frequency for
Frequency for
Approved
Owner
Facility Name
County
Number
Residuals
Dry Tons
Non -hazardous
Metals and
Pathogen &
Mineralization
Per Year
Characteristics z
Nutrients ',I
Vector Attraction
Rate
Reductions a, 5,6
Cape Fear Public Utility Authority
Northside WWTP
New Hanover
NCO023965
Yes
3,140
Annually
See footnotes 7,
See footnotes 7,
0 20
11,12,13
11,12,13
Cape Fear Public Utility Authority
Southside WWTP
New Hanover
NCO023973
Yes
1,630
Annually
See footnotes 7, 8,
16
See footnotes 7, 8,
16
0 20
Cape Fear Public Utility Authority
Sweeny WTP
New Hanover
NC0002879
No
3,480
Annually
See footnotes 7, 9,
See footnotes 7, 9,10
D.20
10
Cape Fear Public Utility Authority
Walnut Hill WWTP
New Hanover
NCO039527
'Yes
20
Once per permit
See footnotes 8,
14,15
See footnotes 8,
14,15
0.20
Total
8,270
1. Maximum Dry Tons per Year is the amount of residuals approved for land application from each permitted facility.
2. Analyses to demonstrate that residuals are non -hazardous (i.e., TCLP, ignitability, reactivity, and corrosivity) as stipulated under permit Condition IV_2.
3. Testing of metals and nutrients as stipulated under permit Condition IV.3.
4. Analyses of pathogen and vector attraction reductions as stipulated under permit Condition IVA.
5. Monitoring frequencies are based on the actual dry tons applied per year using the table below, unless specified above.
Dry Tons Generated
short tons per ear
Monitoring Frequency
Established in 40 CFR 503 and 15A NCAC 02T .1111
<319
I[Year
=> 319 - <1,650
l/ Quarter 4 times per ear
=>1,650 - <16,500
1/60 Days 6 times per ear
=>16,500
1/month 12 times per year)
6. Water Treatment Plant residuals are exempt from meeting the pathogen & vector attraction reduction requirements in Condition IVA, provided they are not mixed with residuals that have been
generated during the treatment of domestic wastewater, the treatment of animal processing wastewater, or the biological treatment of industrial wastewater. The Water Treatment Plant residuals
must be treated and processed in a manner as to not meet the definition of `Biological Residuals" as defined in 15A NCAC 02T .1102(6).
7. The Sweeny WTP liquid residuals are transported to the Northside WWTP and are dewatered. The Northside WWTP liquid residuals are dewatered at the Northside WWTP where they are
generated. The Sweeny WTP dewatered residuals and Northside WWTP dewatered residuals are then transported to the Southside WWTP. The Southside WWTP liquid residuals are dewatered at
the Southside WWTP where they are generated. The dewatered residuals from the Sweeny WTP, the Northside WWTP, and the Southside WWTP are then blended at the Southside WWTP and
stored at the Southside WWTP storage pad prior to land application. The dewatercd residuals from the Southside WWTP residuals storage pad may be land applied. Composite samples from the
mixed dewatered residuals are collected for monitoring for Conditions IV.2. and IV.3. Monitoring for Condition IVA. is conducted at the source facilities, Northside WWTP and Southside WWTP.
Monitoring for Condition IVA. is not required for residuals at the Sweeny WTP.
8. The residuals at the Walnut Hill WWTP will be monitored at the facility for Condition IVA. (pathogen and vector attraction reduction) in accordance with the amount of residuals produced, as
listed in the table above. If the residuals fail to pass either of these tests or are not tested as described here, they will be processed at the Northside Wastewater Treatment Plant by being hauled to
the Northside Wastewater Treatment Plant and being mixed with the existing residuals at the [plant to undergo anaerobic digestion. If the residuals pass both tests, they shall be hauled to the
WQ0001271 Version 3.1 Attachment A Page 1 of 2

ATTACHMENT A - Approved Residual Sources
Cape Fear Public Utility Authority
Certification Date: March 17, 2016
Permit Number; WQ0001271 Version: 3.1
dewatering process feed tank at the Northside Wastewater Treatment Plant for dewatering, then blended for normal production at the storage pad of the Southside Wastewater Treatment Plant. The
dewatered residuals from the Southside Wastewater Treatment Plant residuals storage pad may be land applied. Composite samples from the mixed, dewatered residuals are collected for monitoring
for Conditions IV.2 and IV.3.
9. The liquid residuals from the Sweeny WTP are land applied. Monitoring for Conditions IV.2 and IV.3 are performed at the Sweeny WTP based on the dry tons applied in footnote 5. Monitoring
for Condition IVA. is not required for residuals at the Sweeny WTP.
10. The liquid residuals from the Sweeny WTP are transported to the Southside WWTP and are dewatered. The Southside WWTP liquid residuals are dewatered at the Southside WWTP where they
are generated. The dewatered residuals from the Sweeny WTP and the Southside WWTP are then blended at the Southside WWTP and stored at the Southside WWTP storage pad prior to land
application. The dewatered residuals mixture from the Sweeny WTP and Southside WWTP residuals storage pad may be land applied. Composite samples from the mixed dewatered residuals are
collected for monitoring for Conditions IV.2. and IV.3 based on the dry tons applied in the schedule contained in footnote 5. Monitoring for Condition IVA is conducted at the Southside WWTP.
Monitoring for Condition IVA. is not required for residuals at the Sweeny WTP.
11. The residuals at the Northside WWTP are dewatered and land applied. Composite samples are collected for monitoring of Conditions IV.2, IV.3, and IVA based on the dry tons applied in the
schedule contained in footnote 5.
12. The Northside WWTP liquid residuals are dewatered at the Northside WWTP where they are generated. The Northside WWTP dewatered residuals are then transported to the Southside WWTP.
The Southside WWTP liquid residuals are dewatered at the Southside WWTP where they are generated. The dewatered residuals from the Northside WWTP and the Southside WWTP are then
blended at the Southside WWTP and stored at the Southside WWTP storage pad prior to land application. Only the dewatered residuals from the Southside WWTP residuals storage pad may be
land applied. Composite samples from the mixed dewatered residuals are collected for monitoring for Conditions IV.2. and IV.3 based on the dry tons applied in the schedule contained in footnote
5. Monitoring for Condition IVA. is conducted at the source facilities, Northside WWTP and Southside WWTP based on the dry tons applied in the schedule contained in footnote 5.
13. The liquid residuals from the Sweeny WTP are transported to the Northside WWTP and are dewatered. The Northside WWTP liquid residuals are dewatered at the Northside WWTP where they
are generated. The dewatered residuals from the Sweeny WTP and the Northside WWTP are then blended at the Northside WWTP and stored at the Southside WWTP storage pad prior to land
application. The dewatered residuals mixture from the Sweeny WTP and Northside WWTP may be land applied. Composite samples from the mixed dewatered residuals are collected for monitoring
for Conditions IV.2, and IV.3 based on the dry tons applied in the schedule contained in footnote 5. Monitoring for Condition IVA. is conducted at the Northside WWTP. Monitoring for Condition
IVA. is not required for residuals at the Sweeny WTP.
14. The residuals at the Walnut Hill WWTP will be monitored at the facility for Conditions IV.3 and IVA. in accordance with the amount of residuals produced, as listed in the table above. If the
residuals pass both of these tests, they may be land applied.
15. The liquid residuals from the Walnut Hill WWTP are transported to the Northside WWTP and are dewatered. The Northside WWTP liquid residuals are dewatered attheNorthside WWTP where
they are generated. The dewatered residuals front the Walnut Hill WWTP and the Northside WWTP are then blended at the Northside WWTP and stored at the Southside WWTP storage pad prior
to land application. The dewatered residuals mixture from the Walnut Hill WWTP and Northside WWTP may be land applied. Composite samples from the mixed dewatered residuals are collected
for monitoring for Conditions IV.3. and IVA. based on the dry tons applied in the schedule contained in footnote 5_ Monitoring for Condition IV.2. is conducted at the facility where the residuals
are generated.
16. The liquid residuals from the Southside WWTP are dewatered at the facility and stored on the storage pad prior to land application. The dewatered residuals are then land applied. Monitoring for
Conditions IV.2., IV.3., and IVA. are conducted based on the residuals applied in footnote 5.
If no land application events occur during a required sampling period (e.g. no land application occur during an entire year when annual monitoring is required), then no sampling data is
required during the period of inactivity. The annual report shall include an explanation for missing sampling data. Those required to submit the annual report to EPA may be required to
make up the missed sampling, contact the EPA for additional information and clarification.
WQ00O1271 Version 3.1 Attachment A Page 2 of 2

ATTACHMENT S - Approved Land Application Sites
Cape Fear Public Utility Authority
Certification Date: March 17, 2016
Permit Number: WQ0001271 Version: 3.1
Field/ Site
Owner
Lessee
County
Latitude
Longitude
Aeret a
Dominant Soil Series
Footnotes
NC-BR-21-01
S Longwood LLC
Fort, David S.
Brunswick
33.9906600
-78.5597100
30.28
Lynchburg
NC-BR-21-02
S Longwood LLC
Fart, David S.
Brunswick
33.9884600
-78.568550"
43.87
Rains
NC-BR-21-03
S Longwood LLC
Fort, David S.
Brunswick
33.9816600
-78.5638800
170.88
Rains
NC-BR-21-04
S Longwood LLC
Port, David S.
Brunswick
33,9665300
-78.5737500
189.37
Rains
NC-BR-21-05
KCS Farms LLC
Fort, David S.
Brunswick
33.9726600
-78.5400600
163.00
Goldsboro
NC-BR-21-06
S Longwood LLC
Fort, David S_
Brunswick
33.9609800
-78,5780000
22.99
Goldsboro
Total for Brunswick County
620.39
NC-CO-08-01
Smith, Gerald Dee
Columbus
34.3011000
-78.2478000
45.67
Norfolk
NC-CO-15-02
Mitchell, Jerry D.
Columbus
34.3508000
-78.5194000
11.58
Goldsboro
NC-CO-15-03
Mitchell, Roberta B.
Columbus
34.3917000
-78,5308000
36.72
Goldsboro
NC-CO-16-01
Bullard, Carlos D.
Columbus
34.2622000
-78.2922000
33.43
Goldsboro
NC-CO-16-02
Bullard, Carlos D.
Columbus
34.2976000
-78.2491000
8,32
Norfolk
NC-CO-16-03
Bullard, Carlos D.
Columbus
34.2669000
-78.2931000
14.21
Norfolk
NC-CO-16-04A
Bullard, Carlos D.
Columbus
34.3042000
-78.2217000
18.07
Goldsboro
NC-CO-16-04B
Bullard, Carlos D.
Columbus
34.306700°
-78,2208000
10.34
Autryville
NC-CO-17-01A
Applewhite, Nelson
Columbus
34.2947000
-78.297800'
2099
Foreston
NC-CO-17-OIB
Applewhite, Nelson
Columbus
34.2942000
-78.296100°
8.59
Norfolk
NC-CO-17-03
Applewhite, Nelson
Columbus
34.2733000
-78.290000"
17.27
Norfolk
NC-CO-17-04A
Applewhite, Nelson
Columbus
34.2717000
-78.2872000
6.28
Norfolk
NC-CO-17-04B
Applewhite, Nelson
Columbus
34.2689000
-78.2897000
6.46
Norfolk
NC-CO-17-05
Applewhite, Nelson
Columbus
34,2711000
-78,2892000
12.71
Norfolk
NC-CO-19-05
Graham, Naomi
Brooks, Troy Lee
Columbus
34.3333330
-78.2511110
28.26
Norfolk
NC-CO-19-06
Brooks, Troy Lee
Columbus
34.3261110
-78.2555560
4.05
Norfolk
NC-CO-21-01
Williams, Alfonso L.
Columbus
34.4039000
-78.8153000
4.70
Norfolk
WQ0001271 Version 3.1 Attachment B Page 1 of 6

ATTACHMENT B - Approved Land Application Sites
Cape Fear Public Utility Authority
Certification Date: March 17, 2016
Permit Number: WQ0001271 Version: 3.1
Field/ Site
Owner
Lessee
County
Latitude
Longitude
Acret a
Dominant Soil Series
Footnotes
NC-CO-21-02
Williams, Aifonzo L.
Columbus
34.4042000
-78.8139000
5.19
Norfolk
NC-CO-21-03
Williams, Alfonzo L.
Columbus
34.405600"
-78,8153000
4.93
Norfolk
NC-CO-22-01
Pridgen, Isaac C.
Columbus
34.3850000
-78.8008330
3.77
Goldsboro
NC-CO-22-02
Pridgen, Isaac C.
Columbus
34.3852780
-78.798889'
3.62
Goldsboro
NC-CO-22-03
Amos, Saundra P.
Pridgen, Isaac C.
Columbus
34.3858330
-78.7969440
4.18
Goldsboro
NC-CO-22-04
Henry, Carol P.
Pridgen, Isaac C.
Columbus
34,3861110
-78.799167"
2.61
Goldsboro
NC-CO-22-05
Amos, Saundra P.
Pridgen, Isaac C.
Columbus
34.3863890
-78,7969440
3.52
Goldsboro
NC-CO-22-06
Prigden, Issac C.
Columbus
34.3878000
-78.7975000
3.14
Goldsboro
NC-CO-22-07
Pridgen, Isaac C.
Columbus
34.3886000
-78.7928000
2.78
Norfolk
NC-CO-22-08
Pridgen, Isaac C.
Columbus
34.3867000
-78.7997000
0.53
Goldsboro
NC-CO-22-09
Pridgen, Isaac C.
Columbus
34.3864000
-78.8011000
1.47
Goldsboro
NC-CO-28-01
Williams, Clarence R.
Peacock, Tony
Columbus
34,4264000
-78.8125000
11.40
Norfolk
1
NC-CO-28-02
Williams, Clarence R.
Peacock, Tony
Columbus
34.4278000
-78.8111000
2.00
Goldsboro
1
NC-CO-28-03
Peacock, Wynola
Peacock, Tony
Columbus
34,3911000
-78.8103000
4.30
Norfolk
2
NC-CO-29-01
Hobbs, Tommy
Columbus
34.2858000
-78.778900'
18.54
Norfolk loamy
NC-CO-29-02
Hobbs, Tommy
Columbus
34.2861000
-78.7761000
19.31
Norfolk -Urban
NC-CO-29-03
Hobbs, Tommy
Columbus
34.28470CP
-78.7736000
31.74
Norfolk
NC-CO-29-04
Hobbs, Tommy
Columbus
34.2936000
-78.776700'
22,22
Norfolk -Urban
NC-CO-29-05
Hobbs, Tommy
Columbus
34.2928000
-78.774400"
13.35
Wagram
NC-CO-29-06
Hobbs, Tommy
Columbus
34,2908000
-78.774700"
31.81
Norfolk
NC-CO-29-07
Hobbs, Tommy
Columbus
34.291400°
-78.7689000
6.95
Norfolk
NC-CO-29-08
Hobbs, Tommy
Columbus
34.291400'
-78.7711000
17.23
Norfolk
NC-CO-29-09
Hobbs, Tommy
Columbus
34.293600"
-78.770800"
7.94
Norfolk
NC-CO-29-10
Hobbs, Tommy
Columbus
34.2914000
-78,7769000
24.84
Rains
WQ0001271 Version 3.1 Attachment B Page 2 of 6

ATTACHMENT B - Approved Land Application Sites
Cape Fear Public Utility Authority
Certification Date: March 17, 2016
Permit Number: WQ0001271 Version: 3.1
Field/ Site
Owner
Lessee
County
Latitude
Longitude
Net Acreage
Dominant Soil Series
Footnotes
NC-CO-29-11
Hobbs, Tommy
Columbus
34.2869000
-78.7822000
10.30
Wagram
NC-CO-29-12
Hobbs, Tommy
Columbus
34.2964000
-78.7761000
5.62
Wagram
NC-CO-29-13
Hobbs, Tommy
Columbus
34.2853000
-78.7672000
9.02
Goldsboro
NC-CO-30-01
Godwin, Hurbert D.
Columbus
34.2197000
-78.7658000
14.60
Norfolk
NC-CO-30-02
Godwin, Hubert D.
Columbus
34.2222000
-78,7658000
5.08
Lynchburg
NC-CO-30-03
Godwin, Hubert D.
Columbus
34.221700"
-78,7642000
8.51
Goldsboro
NC-CO-30-04
Godwin, Hurbert D.
Columbus
34.2222000
-78.7608000
4.74
Norfolk
NC-CO-30-05
Godwin, Hubert D.
Columbus
34.2231000
-78.7636000
9.09
Goldsboro
NC-CO-30-06
Godwin, Hubert D.
Columbus
34.2231000
-78.7988000
14.37
Norfolk
NC-CO-30-07
Godwin, Hurbert D.
Columbus
34,2255000
-78,801100"
5.39
Lynchburg
NC-CO-36-01
Ellwood and Rosadell Martin
Charitable Trust
Garrell, Kenneth
Columbus
34.3011000
-78.241700°
38.10
Norfolk
3
NC-CO-36-02
Webb, Ethel Darlene
Garrell, Kenneth
Columbus
34.306900°
-78,2797000
9.30
Wagram
4
NC-CO-36-03
Ellwood and Rosadell Martin
Charitable Trust
Garrell, Kenneth
Columbus
34.3125000
-78.2911000
17.50
Norfolk
5
NC-CO-36-04
Ellwood and Rosadell Martin
Charitable Trust
Garrell, Kenneth
Columbus
34.312500"
-78.288100°
6.70
Goldsboro
5
NC-CO-36-05
Ellwood and Rosadell Martin
Charitable Trust
Garrell, Kenneth
Columbus
34.3100000
-78.2894000
6.30
Goldsboro
5
NC-CO-37-01
Byrd Family LLC of Lake
Wakamaw
Byrd, Giles E.
Columbus
34.3475000
-78.614700°
193.70
Lynchburg
6
NC-CO-37-02
Byrd, Giles E
Columbus
34.3925000
-78,5642000
152.40
Echaw
7
NC-CO-37-03
Giles Byrd & Son Inc
Byrd, Giles E.
Columbus
34.3300000
-78.6539000
44.90
Wagram
8
NC-CO-37-04
Byrd Family LLC of Lake
Wakamaw
Byrd, Giles E.
Columbus
34.3011000
-78.6644000
74.30
Wagram
9
NC-CO-60-01
Moore, Bobby R.
Columbus
34.2947000
-78.3011000
6.40
Norfolk
NC-CO-60-02
Moore, Bobby R.
Columbus
34.2967000
-78.2972000
14.43
Norfolk
NC-CO-60-03
Moore, Bobby R.
Columbus
34.2964000
-78.2936000
11.62
Foreston
NC-CO-60-04
Moore, Bobby R.
Columbus
34,1936000
-78.7892000
12.16
Wagram
WQ0001271 Version 3.1 Attachment B Page 3 of 6

ATTACHMENT B - Approved Land Application Sites
Cape Fear Public Utility Authority
Certification Date: March 17, 2016
Permit Number: WQ0001271 Version: 3.1
Field/ Site
Owner
Lessee
County
Latitude
Longitude
A N a e
Dominant Soil Series
Footnotes
NC-CO-60-05
Moore, Bobby R.
Columbus
34.2989000
-78.3317000
24.32
Wagram
NC-CO-60-06
Moore, Bobby R.
Columbus
34.2964000
-78.3331000
3.46
Muckalee
NC-CO-60-07
Moore, Bobby R.
Columbus
34.2958000
-78.3347000
19.79
Muckalee
NC-CO-61-01
Moore, Robert L.
Columbus
34.2811000
-78.2997000
2.52
Norfolk
NC-CO-61-02
Moore, Robert L,
Columbus
34.2803000
-78.2983000
15.27
Norfolk
NC-CO-61-03
NC-CO-164-01
Moore, Robert L
Skipper, Douglas
Columbus
Columbus
34.2767000
34.2396510
-78.2969000
-78.643966°
4.I7
5.09
Norfolk
AutryAlle
NC-CO-164-02
Skipper, Douglas
Columbus
34.2308780
-78,6475750
4.07
1:oreston
NC-CO-164-04
Skipper, Douglas
Columbus
34.2323020
-78.646072'
7.66
Foreston
NC-CO-164-05
Skipper, Douglas
Columbus
34.2301640
-78.6451580
9AI
Stallings
NC-CO-164-08
Skipper, Elmer
Columbus
34.234519°
-78.6460230
1.78
Stallings
NC-CO-164-09
Skipper, Douglas
Columbus
34.2298930
-78.6431890
25.57
Torhunta
Total for Columbus County
1,332.66
NC-NH-02-01
Hilton Properties LP
Northwest Land Company
LC
New Hanover
34.3378000
-77.9667000
1.37
Norfolk
NC-NH-02-02
Hilton Properties LP
Northwest Land Company
New Hanover
34.3425000
-77.9592000
2.48
Norfolk
NC NH-02-03
Hilton Properties LP
p
Northwest Land Company
LLC
New Hanover
34.3403000
-77.946400"
1.27
Goldsboro
NC-NH-02-04
Hilton Properties LP
Northwest La
d Company
New Hanover
34.3383000
-77.9400000
1.11
Wagram
NC-NH-02-06
Hilton Properties LP
Northwest Lan Company
LC
New Hanover
34.3428000
-77.9333000
6.99
Goldsboro
NC-NH-02-08
Hilton Properties LP
Northwest Land LLC Company
New Hanover
34.3386000
-77.966700'
82.29
Goldsboro
NC-NH-02-09A
Hilton Properties LP
Northwest LLand Company
New Hanover
34.3408000
-77.960000"
4.26
Goldsboro
NC-NH-02-09B
Hilton. Properties LP
Northwest LandLCompany
New Hanover
34.3408000
-77.9600000
47.30
Goldsboro
NC-NH-02-10
Hilton Properties LP
p
Northwest Land Company
LLC
New Hanover
34.348900p
-77.940300°
386.28
Leon
NC-NH-02-I lA
Hilton Properties LP
Northwest LLC Company
New Hanover
34.3364000
-77.9350000
7.1E
Leon
WQ0001271 Version 3.1 Attachment B Page 4 of 6

ATTACHMENT B - Approved Land Application Sites
Cape Fear Public Utility Authority
Certification Date: March 17, 2016
Permit Number: WQ0001271 Version: 3.1
Field/ Site
Owner
Lessee
County
Latitude
Longitude
Aeret a
Dominant Soil Series
Footnotes
NC-NH-02-11B
Hilton Properties LP
Northwest Lan Company
LC
New Hanover
34.3364000
-779350000
55.15
Murville
NC-NH-03-01
Mack, Christina K.
New Hanover
34.3256660
-77.7813570
14.05
Pantego
NC NH-03-02
Mack, Christina K.
New Hanover
34.3238830
-77,784309'
149.57
Leon
NC-NH-03-03
Mack, Christina K.
New Hanover
34.3287950
-77.7846980
34.98
Leon
NC-NH-03-04
Mack, Christina K.
New Hanover
34.3307220
-77.7824860
12.24
Pantego
Total for New Hanover County
806,45
NC-PE-03-01
Lanier, Gene Buron
Pender
34.5531000
-78.0058000
26.50
Exum
10
NC-PE-03-02
Gene Buron Lanier Trustees
Lanier, Gene Buron
Pender
34.5500000
-78.008600"
17.50
Exum
10
NC-PE-03-03
Lanier, Gene Buron
Pender
34.312500"
-78.2911000
18,80
Johns
11,13
NC-PE-03-09
Lanier, Gene Buron
Pender
34.5489000
-77.9811000
20.50
Aycock
12
NC-PE-03-10
Lanier, Gene Buron
Pender
34.5489000
-77.9811000
43.90
Aycock
12
NC-PE-03-11
Lanier, Gene Buron
Pender
34.5472000
-77.9717000
10.90
Norfolk
12
NC-PE-03-12
Lanier, Gene Buron
Pender
34,5456000
-77.9739000
18.00
Goldsboro
12
NC-PE-07-0.1
Fields, Bradley G
R J's Farm
Pender
34.5338160
-78.0806250
19.21
Goldsboro
NC-PE-07-02
Fields, Bradley G
R I's Farm
render
34.537918"
-78,0820270
6.73
Alpin
NC-PE-07-03
Fields, Bradley G
R J 's Farm
Pender
34.5472230
-78.0828800
21.23
Goldsboro
Total for Pender County
203.27
Total
2.156.97
1.
See Figure 1.
2.
See Figure 2_
3.
See Figure 3.
4.
See Figure 4.
5.
See Figure 5.
6.
See Figure 6.
7.
See Figure 7.
8,
See Figure 8.
9.
See Figure 9.
10,
See Figure 10.
11.
See Figure 11.
WQ0001271 Version.3.1
Attachment B
Page 5 of 6

ATTACHMENT B - Approved Land Application Sites
Certification Date: Marcia 17, 2016
Cape Fear Public Utility Authority Permit Number: WQ0001271 Version: 3.1
12. See Figure 12.
13. Pursuant to 15A NCAC 02T .1109(b)(E), all residual application shall be followed by soil incorporation within 24-hour period since this is in the 100-year flood plain.
WQ0001271 Version 3.1 Attachment B Page 6 of 6

APPLICATION MAP
I
lWo
l
1
4
LEGEND
APPLICATION AREA UNSUITABLE AREA
-�— — - PRIVATE ROAD CD WATER GRAPHIC SCALE
— - - --- STREAM ONSiTE HOUSE
" = 660'
seo' o sso'
DRAIN ■ OFFSITE HOUSE l0, '
FENCE ❑ OUTBUILDING
PROPERTY LINE 0 WELL Figure 1
The compliance boundary Is established either 253 ft from the residuals application area or 50 feet within N C-C O-28
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area All
locations are approximate. Fields 1-2

APPLICATION MAP
LEGEND
APPLICATION AREA
UNSUITABLE AREA
- — — — — - PRIVATE ROAD
WATER
STREAM
ONSITE HOUSE
- DRAIN
®
OFFSITE HOUSE
-----a�- FENCE
OUTBUILDING
PROPERTY LINE
WELL
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area, The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
1 " = 660'
660, Q 660,
Figure 2
NC-CO-28
Field 3

0
z
�Fw
APPLICATION MAP
LEGEND
APPLICATION AREA UNSUITABLE AREA
PRIVATE ROAD
STREAM
DRAIN
-)( )( X FENCE
PROPERTY LINE
CD
WATER
GRAPHIC SCALE
o :
ONSITE HOUSE
lip = 660'
OFFSITE HOUSE
664' 0 666
...
OUTBUILDING
(�
WELL
Figure 3
The compliance boundary is established either 250 R from the residuals application area or 50 feet within
In the property boundary. whichever is closest to the application area. The review boundary Is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-CCU-36
Field 1

APPLICATION MAP
LEGEND
APPLICATION AREA
UNSUITABLE AREA
- — — — - PRIVATE ROAD
WATER
— - - — STREAM
•
ONSITE HOUSE
- DRAIN
■
OFFSITE MOUSE
—;� FENCE
OUTBUILDING
PROPERTY LINE
0
WELL
rho compliance boundary is established either250 It from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
1" = 660'
660` Q 660,
Figure 4
N C-CO-36
Field 2

APPLICATION MAP
LEGEND
APPLICATION AREA UNSUITABLE AREA
PRIVATE ROAD
STREAM
DRAIN
—— FENCE
PROPERTY LINE
WATER -
GRAPHIC SCALE
ONSITE HOUSE
1" = 660'
OFFSITE HOUSE
6W a sso-
L
OUTBUILDING
0
WELL
Fieure 5
The compliance boundary Is established either 250 ft from the residuals application area or 50 feetwithin
.o the property boundary, whichever is ciosest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
NC-CO-36
Fields 3-5

APPLICATION MAP
ON SASSE RD
LEGEND
APPLICATION AREA
UNSUITABLE AREA
- -- — — — - PRIVATE ROAD
WATER
— - - — STREAM
ONSITE HOUSE
- DRAIN
OFFSITE HOUSE
FENCE
OUTBUILDING
PROPERTY LINE
WELL
The compliance boundary Is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever Is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. Ail
locations are approximate,
GRAPHIC SCALE
1" - 660'
66p' 0 66p'
Figure d
NC-CO-37
Field I

APPLICATION MAP
LEGEND
APPLICATION AREA
UNSUITABLE AREA
- — — — — - PRIVATE ROAD
CW]
WATER
— - - — STREAM
s
ONSITE HOUSE
- DRAIN
®
OFFSITE HOUSE
-;r--� FENCE
OUTBUILDING
PROPERTY LINE
�
WELL
The compliance boundary is established either 250 ft from the residuals application area or 50 feet within
in the property boundary, whichever is closest to the application area. The review boundary is established
midway between the compliance boundary and the perimeter of the residuals application area. All
locations are approximate.
GRAPHIC SCALE
T" = 660'
sso, o BWI
Figure 7
NC-CO-37
Field 2

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w
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