WQ0018352_Regional Office Historical File Pre 2018

(��10 East Center Avenue, Mooresville, NC to 4, Kings Mountain, North Carolina 28086 - ... Page 1 of 5
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610 E Center Ave
Mooresville, NC 28115
Get on 1-77 S/US-21 S in Davidson from S Main St, NC-115 S
and Langtree Rd
13 min (5.7 mi)
T 1. Head south on Evergreen St toward E Center Ave
197 ft
r* 2. Turn right onto E Center Ave
11 3. Turn left onto S Church St
r' 4. Turn right onto College St
'l 5. Turn left onto S Main St
0.5 mi
0.5 mi
0.1 mi
1.2 mi
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010 East Center Avenue, Mooresville, NC to 4, Kings Mountain, North Carolina 28086 - ... Page 2 of 5
6, Continue onto NC-115 S
2.1 mi
r'' 7. Turn right onto Langtree Rd
1.1 mi
8. Use the left 2 lanes to turn left onto the Interstate
77 S/US 21 S ramp
0.2 mi
Continue on 1-77 S. Take 1-485 Outer, 1-85 S and US-74 W to
S Dekalb St in Shelby
57 min (58.1 mi)
9. Merge onto 1-77 S/US-21 S
Continue to follow 1-77 S
11.1 mi
10. Use the right 2 lanes to take exit 1913-A toward
1-85 S/Pineville
1.1 mi
11. Merge onto 1-485 Outer
I U.4 FTII
12. Use the right lane to take exit 9-10 toward
9-10/Interstate 85/U.S. 29/U.S.
74/Greensboro/Spartanburg/Wilkinson Blvd
0.4 mi
13. Keep right at the fork to continue on Exit 10B,
follow signs for 1-85 S/Gastonia/Spartanburg and
merge onto 1-85 S
20.0 mi
f' 14. Take exit 10B to merge onto US-74 W toward
Kings Mountain/Shelby
15.1 mi
Continue on S Dekalb St to your destination in 2, Boiling
Springs
17 min (10.8 mi)
41 15. Use the left 2 lanes to turn left onto S Dekalb St
2.2 mi
t 16. Continue onto NC-150 W/College Ave
4.8 mi
41 17. Turn left onto Patrick Ave
1.2 mi
r' 18. Turn right onto Flint Hill Church Rd
0.5 mi
httns://www.google.com/mans/dir/F10+Fast+Center+Avenue_+Meeresvill e_+NC/RniIinu+__ 4/21/2019

10 East Center Avenue, Mooresville, NC to 4, Kings Mountain, North Carolina 28086 - ... Page 3 of 5
'7 19. Sharp left onto S Main St
341 ft
r* 20. Turn right onto College Farm Rd
0.5 mi
I' 21. Turn right onto Rockford Rd
1.2 mi
r 22. Turn right
Restricted usage road
0.2 mi
23. Sharp left
Restricted usage road
0 Destination will be on the right
243 ft
} h 27 min (74.5 mi)
Boiling Springs Waste Water
2556 Rockford Rd, Boiling Springs, NC 28017
t 24. Head southeast
Restricted usage road
243 ft
N 25. Sharp right
Restricted usage road
0.2 mi
r► 26. Turn right onto Rockford Rd
1.0 mi
'1 27. Turn left to stay on Rockford Rd
- — _ 0.4 mi
1 28. Continue onto Mt Pleasant Church Rd
0.2 mi
4 min (1.8 mi)
1145 Mt Pleasant Church Rd
Mooresboro, NC 28114
Follow Mt Pleasant Church Rd to Cliffside Rd
58 s (0.5 mi)
httns-//www_Poop] e_cnm/mans/dir/610+Fast+C'.enter+Avenue-+MnnresviIIe_+NC/RniIinu+___ 4/21/2019

Schutte, Maria
From: Mike Gibert <[e-mail]>
Sent: Monday, April 22, 2019 1:56 PM
To: Schutte, Maria
Cc: Todd Humphries; Joe Francis
Subject: [External] LA notification
Hello Maria,
The Town of Boiling Springs LA permit # WQ00018352 weather permitting plan to land apply approx. 50,000 gallons (20)
loads of residuals to field JP1 and JP2 on James Petty property on Wednesday April 24, 2019. Joe Francis the Town's
Utilities Supervisor will be using our application truck to apply at the property address 1127 Mt. Pleasant Church Road in
Cleveland County.
Thank you,
Mike Gibert
Public Works Director
Town of Boiling Springs
o 704.434.2357 / f 704.434.2358'�
www.boilingspringsnc.net
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Schutte, Maria
From: Schutte, Maria
Sent: Tuesday, January 16, 2018 1:36 PM
To: 'mike.gibert@boil ingspringsnc.net'
Cc: 'Tyler Mullineaux'; Pitner, Andrew
Subject: WQ0018352 Recent Field Site Inspection
Attachments: WQ0018352-BoilingSprings_BIMS_Field_Only_Insp-Jan2018.pdf
Mike,
This email will serve as the cover letter and please find attached the inspection report for your records. I would like to
thank Tyler Mullineaux for his time during the inspection. Per our on -site conversation, I understand that Tom Hart has
left Boiling Springs and I will forward all communication to you as permittee, until notified otherwise. The recent change
in LA-ORC designation to Tyler and BU-ORC to you is reflected in our data base. I will contact Beth Buffington for a copy
of your paperwork for MRO records. Please contact me should you have questions regarding the attached report.
Sincerely,
Maria
Maria Schutte
Environmental Specialist
Water Quality Regional Operations Section
Division of Water Resources
North Carolina Department of Environmental Quality
704 663 1699 office
704 235 2184 direct
Maria. sch uttea-ncd en r. gov
610 East Center Avenue
Suite 301
Mooresville, NC 28115
5
Nothing Compares—,_.-
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.

Permit: WQ0018352
SOC:
County: Cleveland
Region: Mooresville
Compliance Inspection Report
Effective: 02/06/15 Expiration: 12/31/19 Owner: Town of Boiling Springs
Effective: Expiration: Facility: Town of Boiling Springs Residuals Land Application
PO Box 1014
Contact Person: Zach Trogdon
Directions to Facility:
System Classifications: LAB
PrimaryORC: Tyler W Mullineauk
Secondary ORC(s):
On -Site Representative(s):
On -site representative
Related Permits:
Title:
Certification: 1003900
Michael F Gibert
Boiling Springs NC 28017
Phone: [phone]
Phone: [phone]
Inspection Date: 01/10/2018 Entry Time: 12:15PM Exit Time: 01:OOPM
Primary Inspector: Maria Schutte Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Land Application of Residual Solids (503)
Facility Status: Compliant F1 Not Compliant
Question Areas:
Miscellaneous Questions Land Application Site
(See attachment summary)
Page: 1

Permit: WQ0018352 Owner - Facility: Town of Boiling Springs
Inspection Date: 01/10/2018 Inspection Type : Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
MRO staff met with Tyler Mullineaux for review of a field application event for the town of Boiling Springs. Mr. Mullineaux
recently took on the LA-ORC duties, and flagged the portion of field site JP-1 utilized for this event. While, buffers appeared
adequate, MRO staff recommends the assistance of a measurement tool (range finder or wheel) for flag placement to meet
buffer set -backs. The adjacent residence and 400ft set -back is of primary concern, since this distance is not one to
visualize. The remaining road, ditch and slope buffers, exceeded the buffer requirements.
The contract hauler placed material appropriately within the flagged buffers, but the pattern of application left much untreated
land between passes. MRO staff understands there were limited loads to apply, but Boiling Springs staff may wish to
discuss with their contractor for best use of the land and benefit to the land owner. In addition, the town is -responsible for
informing the contract hauler of the need for relatively clean equipment to reduce the risk of cross contamination to their land
applied biosolids.
Page: 2

Permit: W00018352 Owner - Facility: Town of Boiling Springs
Inspection Date: 01/10/2018 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Type Yes No NA NE
Distribution and Marketing ❑
Land Application
Land Application Site Yes No NA NE
Is a copy of the permit on -site during application events? 0 ❑ ❑ ❑
Is the application site in overall good condition? 0 ❑ ❑ ❑
Is the site free of runoff/ponding? 0 ❑ ❑ ❑
If present, is the application equipment in good operating condition? ❑ ❑ 0 ❑
Are buffers being maintained? 0 ❑ ❑ ❑
Are limiting slopes buffered?
10% for surface application ❑ ❑ ❑
18% for subsurface application ❑ ❑ 0 ❑
Are there access restrictions and/or signs? ❑ ❑ ❑
Is the application site free of odors or vectors? 0 ❑ ❑ ❑
Have performance requirements for application method been met?
For injection? ❑ ❑ E ❑
For incorporation? ❑ ❑ M ❑
Does permit require monitoring wells? ❑0 ❑ ❑
Have required MWs been installed? ❑ ❑ E ❑
Are MWs properly located w/ respect to RB and CB? ❑ ❑ 0 ❑
Are MWs properly constructed (including screened interval)? ❑ ❑ E ❑
Is the surrounding area served by public water? ❑ 0 ❑ ❑
If Annual Report indicates overapplication of PAN, are wells nearby that may be impacted? 0 ❑ ❑ ❑
Are soil types consistent w/ Soil Scientist report/evaluation? ❑ ❑ ❑
Is the water table greater than 173' bls. 0 ❑ ❑ ❑
Is application occurring at the time of the inspection? ❑ E ❑ ❑
Comment: Boiling Springs, typically performs their own applications: however, their equipment is currently in
need of repair. The sub -contractor (HST) completed application from the plant that morning.
MRO staff brought a copy of the permit and maps. Soils and water table are addressed during
permit renewals and are not typically reassessed during inspections.
Page: 3

Page-1 of 3
Google Maps 610 E Center Ave, Mooresville, NC ' Drive 75.7 miles, I h 27 min
28115 to 1101-1145 Mt Pleasant Church Rd, Mooresboro, NC
28114
Map data @2018 Google 2mil I
610 E Center Ave
Mooresville, NC 281'157,
Get on 1-77 S/US-21 S in Davidson from S Main St, NC-1 15 S and Langtree Rd
.... ..... . . ....... . .. ...... . . ...................... . .. ....... .......... .... .......... I .......... . ............. . . ... .. 12 min (5.7 mi)
t 1. Head west on E Center Ave toward Cedar St
. . . ..... . .. . ...... .... . .
41 2. Turn left onto S Church St
mi
r* 3. Turn right onto College St
41 4. Turn left onto S Main St
. ... ... ... ...
111. 10.1 mi
1.2 mi
IOW5-2—
1/9/2018

m
Page 2 of 3
�
" 5. Continue onto NC- 15S
-- '-' ' - ' - ' '' - . I i - 1. '' - 2.1mi
r" 8. Turn right onto Langtreand
-------------------------'------- - -'--'---------'---------------l]mi
7. Use the left 2 lanes toturn left onto the Interstate 77 SUS 21 S ramp
Continue on|'77 S.Take |-485Outer, |'05Sand U8'74WtoSDeka|bStinShelby
----------------'--'----
-~--- - -- - --------'-------------��min
(58]mA
8.
Merge onto |'77S/US'2lS
0Continue iofollow |-77S
'---
ll]m|
9.
Use the right 2lanes totake exit 19B'Atoward |'85S/PineviIle
-- '''- -'- -------- -------�----- ------ -----------1.1m|
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nv
10.
Merge onto 1-485Outer
__�_____---__-�
_______ __-------'--- --'-------------- --------104mi
11.
Use the right lane totake exit 9' 0tovvond9-104nteratute85/U.S.29/U.S.
�
74/Greenoboro/Sportanburg/VV(kjnann8|vd
----------------------�'------'--------------------'----�~----'
------04mi
»�
12.
Keep right at the fork to continue on Exit 1 OB, follow signs for 1-85 S/Gastonia/Spartanburg
and merge onto {'85S
----�---
-- --'-------------------- - -�-'---�------------'~--------
20.0mi
13.
Toke,mxit1OBtomerge onto US'74VVtoward Kings Mountain/Shelby
'
Follow Dekalb St, College Ave and Cliffside Rd to Mt Pleasant Church Rd in 2, Boiling Springs
-
------'
--' --------- - --- -
- ---i8min(12.Umi)
41
14.
Use the left 2lanes tnturn left onto GDeke|bSt
-----'----------------'----------------'----'-------~^--~--------22ni
t
15.
continue onto N{}15OVV/CoUeQeAve
---
- - - - - - -
O]mi
t
18.
Continue straight unto W College Ave
1.1 mi
t
17.
Continue onto C|dfaideRd
---
----- - - - - --- -'--- - ---'-- -- -- --- -'-^
- - -- - 2]mi
*1
18.
Turn left onto MtPleasant Church Rd
- -
------- - - - - - --- --- --'-- -'----------
- -'--0.3mi
r�
19.
Turn right tostay onMtPleasant Church Rd
11O1-1145MtPleasant Church Rd
K400resbom.NC281l4
l/9/2Ol8

Page 3 of 3.
These directions are for planning purposes only. You may find that construction
projects, traffic, weather, or other events may cause conditions to differ from the
map results, and you should plan your route accordingly. You must obey all signs or
notices regarding your route.
1 /9/2018

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
Water Resources
Environmental Quality
I
August 10, 2017
:
Mr. Tom Hart, Town Manager Via Email
LOV
Town of Boiling Springs
P.O. Box 1014
Boiling Springs, North Carolina 28017
Subject: Non -Discharge Permit Inspection
Town of Boiling Springs - Permit No.: WQ0018352
Land Application of Residuals
Cleveland County
Dear Mr. -Hart:
t
Staff of the Mooresville Regional Office (MRO) conducted a compliance inspection on
August 9
to 2017which included on -site records management and residuals storage.
,
This inspection was conducted in conjunction with your N.PDES .(NC0071943) inspection
for which you will receive a separate report.
Per._conversation, recent staff changes will eventually require an updated below and noted
attached to the email for convenience, but also available at the web -site
on the first page of the inspection report. htt s://ncdenr.s3.amazonaws.com/s3fs-
° uali /O erator_ Certification. Files/WW Files/ORC Designation Form
i ublicNVater /o20Q
Fillable.pdf
Mike Gibert and. his staff, for their timeduring.the
The MRO would like to thank
however, port should be self-explanatory;
h I may be reached
inspection. The attached re
by phone [phone]) or email (maria schutte ncdenr.gov) with questions:
Sincerely,
Maria Schutte, Environmental Specialist
Mooresville Regional Office
_ Water Quality Region al. Operations Section
Division of Water Resources, NCDEQ
Attachment: 00Q00018352 Inspection Report -August 2017
Enclosure: Operator Designation Form -(email)
CC:. Mike Gibert, Public Works Director (email)
State of North Carolina I Environmental Quality I Water Resources Water Quality Regional Operations
r .a .a,P u noinnal Office 610 East Center Avenue, Suite= 3011 Mooresville, North Carolina 28115

Residuals Inspection
WQ0018352 Town of Boiling Springs — Cleveland County
pg. 3
Condition of land application equipment on site: NA - no land application at time of inspection.
Storage
Number of days/weeks/months of storage: Per prior inspections, approximately 100 daLs
Describe storage: Aerobic digester capacity 122, 000 gallons.
Odors present N
Sampling
Vectors present N
Describe Sampling: Grab samples are typically collected by ORC, but sampling maybe designated to plant staff.
Is sampling adequate? NE I Is sampling representative? NE Sampling should be adequate if the instructions
noted in the "Sampling Plan" are followed.
Field Sites (end use for class B biosolids) NA — There was no land application at the time of inspection
Permit on site during application
Buffers adequate
Documented exceedances of PAN limits
Signs of runoff / ponding
Spill plan on site
Cover crop specified in permit
Site condition adequate
Rain Gauge on site during application
Are there any limiting slopes on fields?
10 % for surface application 18% for subsurface application
Field identification: NA — There was no land application at the time of inspection
Odors/vectors NA — There was no land application at the time of inspection
Describe any nuisance conditions and any corrective actions needed.
Odors present NA
Vectors present NA
Monitoring well(s) Y/N: NA This permit currently does not require groundwater monitoring.
If yes, location of well(s):
Other noted conditions NA

_=1 p �J
LMR"
M77o
R
erno
DONALD R. VAN DER VAART
M Secretary
WaterReS6urces '' . s My. � . S. JAY ZLMMERMAN
ENVIRONMENTAL QUALITY _
Direclor
March 30,2016
Mr. Tom Hart, Town Manager
Town of Boiling Springs
P.O. Box 1014
Boiling Springs, North Carolina 28017
Subject: Non -Discharge Permit Inspection and
Acknowledgement of Receipt of the 2015 Annual Report
Town of Boiling Springs - Permit No.: WQ0018352
Land Application of Residuals
Cleveland County
Dear Mr. Hart:
The 2015 Annual Report was received at the Mooresville Regional Office (MRO) c
March 8th., 2016. The report was reviewed on -site during the facility inspection for
referenced permit. Recent land applications at fields JP-1 & JP-2 were also viewe
The MRO would like to thank Mike Gibert and his staff for their time during the
inspection. The land application fields, residuals storage and analyses appeared
Meet program requirements at the.time of inspection.
The report should be self-explanatory; however, I may be reached by phone (704-
21.84) or email (maria.schutteO-ncdenr.eov) with questions.,
Sincerely,
Maria Schulte, Environmental Specialist
Mooresville Regional Office
Water. Quality Regional Operations Sectic
Division of Water Resources, NCDENR
Attachment, WWQ0018352 Inspection Report- Mar 2016 /
CC: Mike Gibert, Public Works Director (email). /
Nathaniel Thornburg, CO-LAU (email)
i
r
i
T
State of North Carolina I Environmental Quality I Water Resources I Water Quality Regional Operations/ L
Mooresville Regional Office) 616 East Center Avenue, Suite 3011 Mooresville, North Carolina 28115 \
704 663 1699

4
State of North Carolina Department of Environmental Quality +'
Division of Water Resources
Pat McCrory, Governor
Donald R. van der Vaart, Secretary
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
Owner: Town of Boiling Springs County: Cleveland
Permit No.: W00018352 Issued: 02/06/2015 Expiration: 12/31/2019
Permittee Contact: Tom Hart (Town Manager_ Telephone No.: 704-434-9419
LA ORC Name: Michal F. Gibert (LA#14756) Telephone No.: 704-434-2357
LA BU ORC: James W. Russ (LA#995892) Telephone No.: 704-434-5600
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP . OTHER
_Type of Inspection
Collection System Spray Irrigation X Sludge
Other
Inspection Date(s): March 14, 2016
Inspection Summary: (additional comments may be included on attached pages)
This inspection included residuals storage, a records review and recent applications at fields JP-1 & JP-2.
Data was examined on -site via their 2015 annual report. All areas of review appeared to meet permit
requirements at the time of inspection.
• The MRO should be informed of any changes to the contact information noted above.
inspection necessary _yes X no?
�r Name/Title: Maria Schulte Environmental Specialist, Edward W
ne No.: 704-663-1699 Fax No. 704-663-6040
Inspection: 03/14/2016

Residuals Inspection pg. 2
WQ0018352 Town of Boiling Springs — Cleveland County
Type of. Residual
X Land Application (class B) Distribution and Marketing (class. A).
Record Keeping
Y-yes N-no N/A -not applicable N/E-not evaluated
Y Copy of current permit available at residual generating site
Y Current metals and nutrient analysis (see permit for -frequency)
Y - TCLP analysis, Y SSFA (Standard Soil Fertility Analysis)
Y Nutrient and metals loading calculations (to determine most limiting parameter) YTD
Y Hauling records (# gal and/or ton hauled during calendar year to date)
Y Yield loading records, Y _ Field site maps and information
NE Records.of lime purchased
Y Pathogen & Vector Attraction Reduction
Comments: The 2015 AR was reviewed on -site.
Pathoeen-& Vector Attraction Reduction WVAR) records
Fecal coliforra
X SM 9221 E-(Class A or B) .
(Class A, all test must be <1000 MPN / dry gram)
(Class B, Geometric mean of 7 samples/monitoring period - <2.0* 106 CFU / dry -gram)
SM 9222 D (Class B only)
(Geometric mean of 7 samples/monitoring period for Class B <2.0* 106 CFU / dry gram)
Salmonella,(Class A, all tests must be <-3MPN / 4 grams dry
Time / Temp records
Digester (MCRT) Compost Class A lime stabilization .
Volatile solids calculations
Bench -top aerobic/anaerobic digestion results
- ---PH records for lime stabilization (Class A or B)
X SOUR calculations
Treatment
X Aerobic digestion Autothermal Thermophilic Aerobic Digestion
Anaerobic digestion Drying beds (may not meet 503's)
Alkaline Stabilization Lime Other -describe
Comments: Typical plant odors were not detected at the time of inspection.
-
Transport NA — there was no active land application at the time of this inspection.
Spill control plan in transport vehicle? NE . .
Does transport vehicle appear to be maintained? NE
Condition of land application equipment on site: NE

Residuals Inspection pg. 3
WQ00.18352 Town of Boiling Springs — Cleveland County
Storage
Number of days/weeks/months of storage: - Per prior inspections, approximately 100 days.
Describe storage: Aerobic digester capacity 122, 000 gallons.
Odors present N Vectors present N
Sampling
Describe Sampling: Grab samples are tvpically collected by ORC but sampling may be designated to plant staff.
Is sampling adequate? NE Is sampling representative? NE *-Sampling should be adequate if the instructions
noted in the "Sampling Plan" are followed.
Field Sites (end use for class B biosolids)
Y Permit on site during application Y Spill plan on site
Y Buffers adequate Y Cover crop specified in permit
N Documented exceedances of PAN limits Y Site condition adequate
N Signs of runoff / ponding Y Rain Gauge on site during application
Are there any limiting slopes on fields?
Y 10 % for surface application
Field identification: JP-1 & JP-2
Odors/vectors
18% for subsurface application
Describe any. nuisance conditions and any corrective actions needed. No odors or vectors were detected at the
time of inspection.
Odors -present N
Vectors present N
Monitoring well(s) Y/N: NA
If yes, location of well(s):
Comment: . This permit does not require groundwater monitoring_
Other noted conditions

F�LE
RCUREWR North Carolina Department of Environment.and Natural Resources
Pat McCrory Donald van der Vaart
Governor Secretary
September 16, 2015
Mr. Tom Hart, Town Manager
Town of Boiling Springs
P.O. Box 1014
Boiling Springs, North Carolina 28017
Subject: Non -Discharge Permit Inspection
Town of Boiling Springs
Permit No.: WQ0018352
Land Application of Residual Solids (503)
Cleveland County
Dear Mr. Hart:
The Mooresville Regional Office (MRO) conducted a compliance inspection on September
8tn 2015, which included a records review and facility visit. The MRO would like to thank
Mike Gibert and his staff for their time during the inspection. Records appeared to be in
order and the residuals storage area well maintained.
The attached report should be self-explanatory; however, should you have questions
please contact me by phone [phone]) or email (maria. schutteCci).ncdenr.-gov).
Sincerely,
Maria Schutte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Attachment: Inspection Report September 2015
CC: Mike Gibert, Public Works Director (email)
Mooresville Regional Office, 610 East Center Avenue, Mooresville, Noah Carolina 28155
Phone: [phone] Internet: www.ncdenr.gov

State of North Carolina
Department.of Environment
and Natural Resources
Division of Water Resources
Pat McCrory, Governor
Donald van der Vaart, Secretary
1"414A
4 0 V;WA
Af I
A*W�Wft WPoW ;.q
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Town of Boiling Springs County: Cleveland
Permit No.: WQ0018352 Issued: 02/06/2015 Expiration: 12/31/2019
Permittee Contact: Tom Hart (Town Manager) Telephone No.: 704-434-9419
ORC Name: Michal F. Gibert (LA#14756) Telephone No.: 704-434-2357
BU ORC: James W. Russ (LA#995892) Telephone No.: 704-434-5600
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
Collection System Spray Irrigation X Sludge Other
Inspection Date(s): September 8, 2015
Inspection Summary: (additional comments may be included on attached pages)
The MRO reviewed records and residuals storage at the WWTP. The records were well organized and
residuals storage appeared well maintained.
Please notify the MRO at 704-663-1699 with corrections to any of the contact information above.
Is a follow-up inspection necessary _yes X no
Inspector(s): Maria Schulte - Environmental Specialist
Telephone No.: 704-663-1699 Fax No.: 704-663-6040
Date of Inspection: September 8t`, 2015

Residuals Inspection pg. 2
WQ0018352 Town of Boiling Springs — Cleveland County
Type of Residual
Land Application (WTP - Alum Residuals) X Land Application (WWTP - class B)
Record Keeping Y-yes N-no N/A -not applicable NNE -not evaluated
Y Copy of current permit available at residual generating site
Y Current metals and nutrient analysis (see permit for frequency)
Y TCLP analysis, Y SSFA (Standard Soil Fertility Analysis)
Y Nutrient and metals loading calculations (to determine most limiting parameter) YTD
Y Hauling records (# gal and/or ton hauled during calendar year to date)
Y Field loading records, Y Field site maps and information
NE Records of lime purchased
Y Pathogen and. VAR
Comments: Recent analytical data was from the 2014 Annual Report. The Corrosivity, IQnitability &
Reactivity analyses were missed in 2014, but may be evaluated at any time between now and the permit
expiration date to meet the once per permit cycle requirement.
Pathogen & Vector Attraction Reduction Records
Fecal coliform
X SM 9221 E (Class A or B)
(Class A, all test must be <1000 MPN / dry gram) .
(Class B, Geometric mean of 7 samples/monitoring period - <2.0* 10' CFU / dry gram)
SM 9222 D (Class B only)
(Geometric mean of 7 samples/monitoring period for Class B <2.0* 10' CFU / dry gram)
Salmonella (Class A, all tests must be < 3MPN / 4 grams dry
Time / Temp records
Digester (MCRT) Compost Class A lime stabilization
Volatile solids calculations
Bench -top aerobic/anaerobic digestion results
____pH records for lime stabilization (Class A or B)
X SOUR calculations
Comments: Odors and vectors were not detected at the residuals storage during, the time of inspection.
Sampling
Describe Sampling:
Is sampling adequate? Y Is sampling representative? NE, but if sampling protocol is followed, it should
be.
Treatment (check treatment type(s) used)
X Aerobic digestion Autothermal Thermophilic Aerobic Digestion
Anaerobic digestion Drying beds (may not meet 503's)
Alkaline Stabilization Lime Other -describe

Residuals Inspection pg. 3 t
WQ0018352 Town of Boiling Springs — Cleveland County
p
Transport NA — there was no land application activity at the time of inspection. A planned event was
rescheduled for LA equipment maintenance.
Spill control plan in transport vehicle? Y
Does transport vehicle appear to be maintained? Y
Comments: Per previous inspection reports, Boiling Springs runs their own LA program in-house, so the
transport vehicle is kept on -site when not hauling and a manual is kept in the vehicle.
Storage
Number of days/weeks/months of storage: Per previous inspection report and renewal application,
,proximately 100 days.
Describe storage: Aerobic digester capacity 122, 000 gallons.
Odors present ITT Vectors present N
Field Sites (end use for class B biosolids)
Residuals land application and hauling is managed in-house. There was no land application activity during
this inspection.
Permit on site during application Spill plan on site
Buffers adequate Cover crop specified in permit
Documented exceedances of PAN limits Site condition adequate
Signs of runoff / ponding Rain Gauge on site during application
Are there any limiting slopes on fields?
10 % for surface application 18% for subsurface application
Odors/vectors There was no active land application at the time of this inspection.
Describe any nuisance conditions and any corrective actions needed.
Odors present NA
Vectors present IAA
Monitoring wells) Y/N: N
If yes, location of well(s): This permit currently does not require groundwater monitoring_
Other noted conditions:

Google Maps _ 610 E Center Ave, Mooresville, NC 28115 to 2556 Rockford Rd, Shelby, NC 28152
Map data &ZM5 Caoagle 2 mi
610 E Center Ave
Mooresville, NC 28115
Drive to NCG150 W in Lincointon
1 1. Head west on E Center Ave toward Cedar St"

Pat McCrory
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
August 29, 2014
Mr. Tom Hart, Town Manager
Town of Boiling Springs
P.O. Box 1014
Boiling Springs, North Carolina 28017
Dear Mr. Hart:
John E. Skvarla, III
Secretary
Subject: Non -Discharge Permit Inspection
Town of Boiling Springs
Permit No.: WQ0018352
-Land Application of Residual Solids (503)
Cleveland County
The Mooresville Regional Office (MRO) conducted a compliance inspection on July 21st
2014, which included a records review and facility visit. The MRO would like to thank Mike
Gibert for his time during the inspection. Records appeared to be in order and the
residuals storage area well maintained. This permit is currently in process for renewal with
permitting staff in Raleigh.
The attached report should be self-explanatory; however, should you have questions
please contact me by phone [phone]) or email (maria.schutte(cD_ncdenr.gov).
Sincerely,
Maria Schutte, Environmental Specialist
Mooresville Regional Office
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
Attachment: Inspection Report July 2014
CC: Mike Gibert, Public Works Director (email)
Mooresville Regional Office, 610 East Center Avenue, Mooresville, North Carolina 28155
Phone:[phone] Internet: www.ncdenr.gov
An Equal Opportunity1Affirrnative Action Employer— Made in part by recycled paper

16,
State of North"'Carolina
Department of Environment
and Natural Resources
Division of Water Resources
Pat McCrory, Governor
John E. Skvarla, III, Secretary
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Town of Boiling Springs County: Cleveland
Permit No.: W00018352 Issued: 05/07/2010 Expiration: 10/31/2014
Permittee Contact: Tom Hart Town Manager) Telephone No.: 704-434-9419
ORC Name: Michal F. Gibert (LA#14756) Telephone No.: 704-434-2357
BU ORC: James W. Russ (LA#995892) Telephone No.: 704-434-5600
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
Collection System Spray Irrigation X Sludge Other
Inspection Date(s): July 30, 2014
Inspection Summary: (additional comments may be included on attached pates)
The MRO reviewed records and residuals storage at the WWTP. This inspection was performed in
conjunction with the permit renewal; therefore, field sites were also viewed for buffer setbacks.
The records were well organized and residuals storage appeared well maintained.
Is a follow-up inspection necessary _yes X no
Inspector(s): Maria Schulte - Environmental Specialist
Telephone No.: 704-663-1699 Fax No.: 704-663-6040
Date of Inspection: July 30'', 2014

/ Residuals Inspection
WQ0018352 Town of Boiling Springs —Cleveland County
pg. 2
Type of Residual
Land Application (WTP - Alum Residuals) X Land Application (WWTP - class B)
Record Keeping
Y-yes N-no N/A -not applicable N/E-not evaluated
Y Copy of current permit available at residual generating site
Y Current metals and nutrient analysis (see permit for frequency)
Y TCLP analysis, Y SSFA (Standard Soil Fertility Analysis)
Y Nutrient and metals loading calculations (to determine most limiting parameter) YTD
Y Hauling records (# gal and/or ton hauled during calendar year to date)
Y Field loading records, Y Field site maps and information
NE Records of lime purchased
Y Pathogen and VAR
* Comments: This inspection was conducted in conjunction with the permit renewal, so land application
geld buffers were also reviewed. Recent analytical data was from the 2013 Annual Report.
Pathogen & Vector Attraction Reduction Records
Fecal coliform
X SM 9221 E (Class A or B)
(Class A, all test must be <1000 MPN / dry gram)
(Class B, Geometric mean of 7 samples/monitoring period - <2.0* 106 CFU / dry gram)
SM 9222 D (Class B only)
(Geometric mean of 7 samples/monitoring period for Class B <2.0* 106 CFU / dry gram)
Salmonella (Class A, all tests must be < 3MPN / 4 grams dry
Time / Temp records
Digester (MCRT) Compost Class A lime stabilization
Volatile solids calculations
Bench -top aerobic/anaerobic digestion results
_pH records for lime stabilization (Class A or B)
X SOUR calculations
Comments: Odors and vectors were not detected at the residuals storage during the time of inspection.
Sampling
Describe Sampling:
Is sampling adequate? N Is sampling representative? NE
Comments: The MRO still has concerns about TCLP analyses being conducted in December, after land
application • however, since this permit is in renewal the MRO recommended Mr. Gibert request a reduction
in TCLP sampling to once per permit cycle • and if the sampling reduction is approved then plan to sample
for TCLP with each renewal and prior to an land and application event.

Residuals Inspection
WQ0018352 Town of Boiling Springs — Cleveland County
Treatment (check treatment type(s) used)
X Aerobic digestion Autothermal Thermophilic Aerobic Digestion
Anaerobic digestion Drying beds (may not meet 503's)
Alkaline Stabilization Lime Other -describe
Transport NA —there was no land application activity at the time of inspection.
Spill control plan in transport vehicle? Y
Does transport vehicle appear to be maintained? Y
Storage
Number of days/weeks/months of storage: Per renewal application, approximately 100 days.
Describe storage: Aerobic digester capacity 122, 000 gallons.
Odors present N Vectors present N
Comments:
Field Sites (end use for class B biosolids)
pg. 3
Residuals land application and hauling is managed in-house. There was no land application activi during
this inspection. Field sites and maps were reviewed as part of the permit renewal process.
NA Permit on site during application NA Spill plan on site
Y Buffers adequate Y Cover crop specified in permit
N Documented exceedances of PAN limits Y Site condition adequate
NA Signs of runoff / ponding NA Rain Gauge on site during application
Are there any limiting slopes on fields?
Y 10 % for surface application N 18% for subsurface application
Odors/vectors There was no active land application at the time of this inspection.
Describe any nuisance conditions and any corrective actions needed.
Odors present NA
Vectors present NA
Monitoring well(s) Y/N: N
If yes, location of well(s): This permit currently does not require groundwater monitoring
Other noted conditions:
Updated buffer maps, access agreements and waivers will be submitted as part of the renewal process.

,r Google Maps
Page 1 of 5
e Drive 153 miles, 2 h 51 min oogl
Directions from 610 E Center Ave, Mooresville, NC 28115 to 610 E Center Ave, Mooresville,
NC 28115
® 610 E Center Ave, Mooresville, NC 28115
Get on 1-77 S/US-21 S in Davidson from S
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Page 2 of 5
Follow 1-77 S, 1-485 and 1-85 S to US-74 W
in Crowders Mountain. Take exit 1 OB
from 1-85 S
min
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Continue to follow 1-77 S
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toward Gastonia/Spartanburg
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11. Take exit 1 OB to merge onto US-74 W
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74.6mi/1 h25min
0 2556 Rockford Rd
Shelby, NC 28152
18. Head southeast on Rockford Rd
t toward College Farm Rd
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Google Maps
Page 4 of 5 N
28. Merge onto 1-85 N via the ramp to
Charlotte
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to US-21 N in Davidson. Take exit 33 from
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._... _._. __...._ . ._.-__._.- OA mi
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1-77 N toward Statesville
13;9 mi
34. Take exit 33 for US-21 N toward Lake
Norman
- -- - . - -- -- _.. _.. _ _ ...._ ...-.-p,2 mi
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------ ..... ..._ ..._ _ _ ____ ___.__4:4-mi-/ 9 min
11 35. Turn right onto US-21 N
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1. Google Maps
Page 5 of 5
610 E Center Ave, Mooresville, NC 28115
These directions are for planning purposes only. You may find that construction
projects, traffic, weather, or other events may cause conditions to differ from the
map results, and you should plan your route accordingly. You must obey all signs or
notices regarding your route.
Map data ©2014 Google
https://www. google. comlmapsldirl610+E+Center+Ave,+Mooresville,+NC+281151255 6+R... 7/25/2014

NCDENR FILE
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Thomas A. Reeder John Skvarla
Governor Director Secretary
October 29, 2013
Mr. Tom Hart, Town Manager
Town of Boiling Springs
P.O. Box 1014
Boiling Springs, NC 28017
Subject: Non -Discharge Permit Inspection
Town of Boiling Springs - Permit No.: WQ0018352
Land Application of Residuals
Cleveland County
Dear Mr. Hart:
Enclosed you will find the report for the compliance inspection that was conducted on
October 2Id, 2013 for the Town of Boiling Springs land application program. The inspection
included the WWTP residuals processing and storage, and a land application event.
Please note the current permit is set to expire on 10131/2014, which means the renewal
application package is due for submittal by 04/30/2014 (180 days prior to expiration).
Should you have any questions concerning this report or your permit renewal, I may be reached at
[phone].
Sincerely,
K
� ,
Maria Schulte
Environmental Specialist
Attachment(s): WQ0018352 Inspection Report
cc: Mike Gibert, Public Works Director (email)
Chonticha McDaniel, Residuals Management, CO-LAU (email)
Division of Water Resources I Mooresville Regional Office One 1' 610 East Center Avenue, Suite 301, Mooresville, North Carolina 28115 NOlrtll�arOlilla
Phone: [phone]Fax: [phone] Customer Service:1-877-623-6748
Internet: wvvw.ncwater.org Natullally
An Equal Opportunity %Affirmative Action Employer

'!
r- -State of North Carolina
Department of Environment
and Natural Resources
Division of Water Resources
Pat McCrory, Governor
John Skvarla, Secretary
Thomas A. Reeder, Director
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Town of Boiling Springs County: Cleveland
Permit No.: WQ0018352 Issued: 05/07/2010 Expiration: 10/31/2014
Pernuttee Contact: Tom Hart (Town Manager) Telephone No.: 704-434-9419
ORC Name: Michael F. Gibert #14756 Telephone No.: 704-434-2357
B/U ORC: James W. Russ #995892 Telephone No.: 704-434-5600
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
Collection System Spray Irrigation X Sludge Other
Inspection Date(s): October 2", 2013
Inspection Summary: (additional comments may he included on attached pages)
This inspection included a site visit to the Town of Boiling Springs WWTP, and a land application event
at field JP-l. Boiling Springs manages the LA residuals program in-house and as such personnel are very
familiar with the field buffers; however, the Mooresville Regional Office (MRO) does recommend that
fields be flagged (please see comments under Field Sites).
Most land application records are maintained at the WWTP, some Mr. Gibert has on file at his town
office, which is nearby and he was able to acquire them for this inspection. Files appeared to be
maintained in accordance with permit conditions, at the time of this inspection.
The current permit is due to expire on October 31St 2014 The renewal application is due 180 days prior
to expiration. Based on review of TCLP data for 2012 - 2007 Annual Report AR) Boiling Springs could
request a reduction in TCLP frequency, duringthe he application renewal to once per permit cycle.
Is a follow-up inspection necessary _yes X no
Inspector(s): Maria Schutte - Environmental Specialist
Telephone No.: 704-663-1699 Fax No.: 704-663-6040
Date of Inspection: October 2nd, 2013

Residuals Inspection
WQ0018352 Town of Boiling Springs — Cleveland County
pg 2
Type of Residual
_ Land Application (non-503 industrial/commercial)
Comments:
Record Keeping
Y-yes N-no NE -not evaluated NA -not applicable
X Land Application (Class B 503 municipal)
Y Copy of current permit available at residual generating site
* Y Current metals and nutrient analysis (see permit for frequency)
* Y TCLP analysis, * Y SSFA (Standard Soil Fertility Analysis)
* Y Nutrient and metals loading calculations (to determine most limiting parameter) YTD
Y Hauling records (# gal and/or ton hauled during calendar year to date)
* NE Field loading records, Y Field site maps and information (Only reviewed the field where land
application had occurred.)
NA Records of lime purchased
* NE Pathogen & Vector Attraction Reduction
Comments: * Data reviewed is based on 2012 Annual Report. TCLP results for 2013 were not available at the
time of inspection. The MRO expressed concern that land application was taking place before all analytical
results were acquired; however, the town has historically received TCLP numbers well within limits. In fact,
review of the TCLP data back to the 2007 AR, suggests that Boiling Springs could request a reduction in TCLP
frequency, during the application renewal to once per permit cam.
Pathogen & Vector Attraction Reduction records
Fecal coliform
X SM 9221 E (Class A or B)
(Class A, all test must be <1000 MPN / dry gram)
(Class B, Geometric mean of 7 samples/monitoring period - <2.0* 106 CFU / dry gram)
SM 9222 D (Class B only)
(Geometric mean of 7 samples/monitoring period for Class B <2.0* 106 CFU / dry gram)
Time / Temp records
Digester (MCRT) Compost Class A lime stabilization
Volatile solids calculations
Bench -top aerobic/anaerobic digestion results
pH records for lime stabilization ( Class A or B )
X SOUR calculations
Comments: The MRO noted minimal, typical odors at the WWTP, but no odors at the field application site.
Sampling
Describe Sampling:
Is sampling adequate? N Is sampling representative? NE (Same concerns as noted under record keeping,
that TCLP results will be pulled after land application, this year).

Residuals Inspection
WQ0018352 Town of Boiling Springs — Cleveland County
Treatment
X Aerobic digestion Autothermal Thermophilic Aerobic Digestion
Anaerobic digestion Drying beds (may not meet 503's)
Alkaline Stabilization Lime Other -describe
Transport
Spill control plan in transport vehicle? Y
Does transport vehicle appear to be maintained? Y
Comments: Vehicle was present at the WWTP.
Storalle
Number of days/months storage: Per previous inspection reports, approximately 45 dates.
Storage: Aerobic digester capacity 126,000 gallons.
Odors present Y Vectors present N
Comments: Minimal, typical WWTP odors, but no vectors detected, at the time of inspection.
Field Sites (end use for class B biosolids)
pg 3
This inspection included a land application event at field JP-1. Land application activity was halted due to
cattle escapes their enclosure; therefore, active land application was not taking place during this inspection.
Recent application appeared to be within defined map buffers. The town runs their own application program
and has become very familiar with the field buffers, for that reason they did not fla the ield • however, the
MRO recommends putting flags in place, as this is a basic management practice of the program,
Field identification:
Y Permit on site during application
Y Buffers adequate (See note above)
N Documented exceedances of PAN limits
N Signs of runoff / ponding
Y Spill plan on site
Y Cover crop specified in permit
Y Site condition adequate
NE Rain Gauge on site during application
Are there any limiting slopes on fields?
Y 10 % for surface application NA 18% for subsurface application
Odors/vectors
Describe any nuisance conditions and any corrective actions needed. Minimal odors were detected at the
WWTP, but field residuals had no detectable odors.
Odors present N
Vectors present Y Some vectors were noted, but these were drawn to cow manure not LA residuals.
Monitoring well(s) Y/N: NA
If yes, location of well(s):
Other noted conditions

r;
F W ArF
�Q 9Q Michael F. Easley, Governor
`0 G William G. Ross, Jr.,Secretary
6 fFILE North Carolina Department of Environment and Natural Resources
5 _{ Alan W. Klimek, P.E., Director
5 Division of Water Quality
Coleen Sullins, Deputy Director
Division of Water Quality
Aquifer Protection Section
October 5, 2005
Mr. Zach Trogdon, Town Manager
Town of Boiling -Springs
P.O. Box 1014
Boiling Springs, North -Carolina 28017
-Subject: Non -Discharge Permit.Inspection
Permit No. WQ0018352
Cleveland County
Dear Mr. Trogdon:
Enclosed is the land application inspection report for the inspection conducted on September 21, 2005 by Ms.
Ellen Huffman with this Office.
The Town of Boiling Springs was -not actively land applying at the time of inspection, however; laboratory and
plant monitoring data reflect compliance with the land application permit.
The report.should be self-explanatory; however, if -you have any questions, please.contact me at 704-235-2186.
-Sin ely,
t'
Ellen Huffman,
Environmental Specialist II
Mooresville Region
Attachment
cc: Central Files
,aores�4� ! egio " ©=ff
Charles Weisner, Town of Boiling Springs
h4CdENR.
Customer Service Mooresville Regional Office, 919 North Main Street, Mooresville, NC 28115
1699
1 877-623-6748
6040
PHONE (704) 663-
FAX (704) 663-

State of North Carolina
Department -of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, -Governor
'Sherri Evans -:Stanton, . Acting Secretary
Kerr T. Stevens, Director
NCDENR
NON -DISCHARGE COIVIPLIANCE INSPECTION
-GENERAL INFORMATION
City/Town/Owner. Boiling Springs
=PermitNo M0018352.
Last Amended Date: N/A
Permittee -Contact: Mr. Zach Trogdon
ORC Name: CharlesWeisner
ORC Cert.#: 414811
Reason for Inspection
County: , Cleveland
Issuance Date: July 19, 2000
ExpirationDate: June 30, 2005
Telephone No.: '704/434-2357
Telephone No:: 704/434-5600
BU -ORC: Kati W. Beaver, #17569
X 'ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of -inspection
=Coflection'System Spray Irrigation X Sludge -Other
Inspection Summary: =(additional comments may be included on attached pages)
The Town of Boiling Springs is permitted to land apply 123 .dry tons of aerobically digested
sludge from its ' W WTP. The Town is also permitted -to take sludge to the -Shelby Compost Facility
(Permit #WQ0007780). This option is .used.during inclement weather or in an emergency. The
permittee :is required to monitor annually for pathogen and vector attraction reduction. This
permit is currently in review for renewal with several new land application sites. This inspection
;was performed,along with the new land review This �inspectionTeport reflects zomplinace.
Is a follow-up,inspection necessary _des X no
Inspector(s) Name(s)/Title(s) Ellen Huffman/ Env. Specialist
Telephone No. 704/663-1699 Fax No. 704/663-6040
Date of Inspection 09-21-2005

Residuals Inspection
WQ0018352 Town of Boiling Springs
9/21/2005
Tyne of Residual
--X--Land Application (class B)
_Record KeeoinQ
Y/N
Distribution.and:Marketing (class A)
Y Copy of current -permit .available.at residual generating site
Y :Current metals and nutrient analysis (frequency -annual)
Y TCLP analysis, Y SSFA (Standard Soil Fertility.Analysis) (annual)
Y Nutrient:and metals :loading. calculations :(to determine most limiting parameter) YTD
Y Hauling :records (# ,gal -and/or ton hauled during calendar year to date)
Y Field loading -records, Y Field.site maps -and information
N/A Records of lime purchased
Y Pathogen.& Vector Attraction Reduction =(annual)
-Comments:
Pathogen Records
(check which methods -apply)
Fecal coliform
X SM 9221E (Class_A or B)
(Class B, Geometric mean of 7 sampleslmonitoring period- Q.0*106 CFU /:dry,gram)
'SM 9222 D ;(Class B. only)
(Geometric mean�of 7 .samples%monitoring period for Class B 4.0*.106 CFU /=dry gram)
Vector Attraction Reduction
SOUR calculations X
Comment:
Treatment -1(check treatment type(s) used) .
X Aerobic digestion Autothermal Thermopi is Aerobic Digestion
Anaerobic, digestion Drying beds (may not meet 5 03's)
Alkaline Stabilization Lime other -describe
_Transport There•was no land application activity at the time of inspection.
Spill control plan in transport vehicle?
Does transport vehicle appear to be maintained?
pg 2

Residuals Inspection
WQ0018352 Town of Boiling Springs
9/21 /2005
Storaee
Number of days/weeks/months of storage 45 days
Storage: aerobic. digester capacity 126,000 gallons.
Sampling
pg 3
Describe Sampling: Fecal foliform. metals.'and nutrient sampling are taken as gab samples by the ORC from
,storage prior to land application in accordance with the permit and EPA standards. SOUR test procedures and
documentation.
Is sampling:adequate?_ Yes Is sampling representative? Yes
Field Sites (end use for iclass B 'biosolids)
There 1was no land,application activity -at the -time of inspection.
N/A Permit -on site during:application N/A Spill plan on site
Y Buffers adequate Y Cover crop specified in permit
N Documented exceedances ofPAN limits Y Site condition adequate
N Signs ofrunoff/ ponding (if no, improvements recommended) Y Rain
Gauge on:site during -application
Are there.any limiting slopes :on fields? Y/N
Y for surface. application 18%for subsurface -application
Comment: limiting:slopes have been properly,-buffered.out.
Monitorinewelks) YN: N
If yes, location of well(s)
Odors/vectors
Odors present no
Vectors present no

Time
(minutes)
0
1
3
4
5
S
7
a
9
10
11
12
13
14
15
TOWN BO!LiNW Z=eK1Nlvtj i..pm r.
,
l�
Speoft Oxygen Uptake f"tate FILE
SOUR
Facility Name
Biosolids Permit Number
Date
Digester Temperature
Sampling Datertrne
.Sampled By
Analysis DatelTme
Analyzed By
Sample Volume
Total Solids
Beginning Temperature
End Temperature,
Diseotved Oxygen Level
Isoiling Sri s
0018352
6/20
25.2
120105 1528
hades Wiesner
/20/05 530
Staff
1000
1.1
25.21
24.1
Slope: 0A
Intercio: 6.6
Correlation Coefficient: 1.0
nillillters
16 Dry Solids
]agrees Celsius
]egrees Celsius
Oxygen Uptake Rate: 3.83 mg Oxygnfhr
Ambient Specific Oxygen Uptake Rate: 0.35 mg Oxygenlg/hr
Average Temperature: 26 degrees Celsius
Temperature Correction Factor: 0.783520168
rs m of Bev. slrnw'i8s
!P� *^0 .B� X 1.�014
Temperature Corrected Specific Oxygen Uptake Rate: .27 mg Oxygen/gilrr
InslructlOnS., Enter Data in the Slue Saxes. The Calculation and the Spreadsheet execute automatically.

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riciu rit
Subject: Field Ph
Date: Mon, 17 Nov 2003 16:38:34 GMT
From: [e-mail]
To: [e-mail]
Ellen, the field Ph levels on Bud Brooks property is 5.2 to 5.7. As soon as I can
get a hold of him I will ask him to apply lime to his fields. If he does not have
the money for this the Town will assist him with the lime. Call me if you have
concerns on this, 704-300-8642. If we need to can the Town continue to apply
bio-solids until the lime is applied? Charlie Wiesner
The best thing to hit the internet in years - Juno SpeedBand!
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I of 1 11/20/2003 8:14 AM

OF wATF9 -Michael F. rsley
Governor
Uj William G. Ross, Jr.,Secretary
r " North Carolina Department of Environment and Natural Resources
p C Kerr T. Stevens, Director
Division of Water Quality
June 25, 2001
Mr. -J. Richard Howell, Jr.
Town Administrator
P.O. Box 1014
Boiling Springs, NC 28017
-Subject: Class B Land Application Inspection
Town of Boiling _Springs
Permit No. WQ0018352
Cleveland County
Dear Mr. Howell:
Enclosed is the Class B land application inspection report that was conducted on June 12,
2001 by Mrs. Ellen Huffman with this Office.
It It was noted during this inspection that the SOUR test procedure was not being documented
properly. The ORC and the contract lab (Pace Analytical, Asheville) were given the SOUR test
guidance and the excel spreadsheet that calculates the SOUR results. One SOUR re -test (which was
done properly) indicated compliance. Complete SOUR re -testing should be performed for 2001
;permit requirements.
The inspection reports should be self-explanatory; however, if you have any questions,
please contact Mrs. Huffman or me at [phone].
Attachment
NCDE
Customer Service
1 800 623-7748
Sincerely,
D. Rex Gleason, P.E.
Water -Quality Regional Supervisor
Mooresville Regional Office
919 North Main Street, Mooresville, NC 28115
PHONE [phone]
FAX [phone]

.State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
Sherri Evans -Stanton, Acting Secretary
Kerr T. Stevens, Director
AWVIZ�_NWA
NCDENR
NON-DISCPIARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Boiling Springs
Permit No.: W00018352
Last Amended Date: N/A
SOC Issuance Date(if applicable): N/A
Permittee Contact: Mr. Richard Howell
ORC Name: CharlesWeisner
ORC Cert.#: #14811
Reason for Inspection
County: Cleveland
Issuance Date: July 19, 2000
Expiration. Date: June 30, 2005
Expiration Date: N/A
Telephone No.:
Telephone No.: -704/434-5600
BU ORC: Kati W. Beaver
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
Collection System Spray Irrigation X Sludge Other
Inspection Summary: (additional comments may be included on attached pakes)
The Town of Boiling Springs is permitted to land apply 123 dry tons of aerobically digested
sludge from its WWTP. The Town is also permitted to take sludge to the Shelby Compost
Facility (Permit #WQ0007780). The annual report indicates 19.22 dry tons were land applied
during 2000. The permittee is required to monitor annually for pathogen and vector attraction
reduction. It was noted during this inspection that the SOUR test procedure was not being
documented properly. The permittee and the contract lab (Pace Analytical, Asheville) were given
the non -discharge SOUR test guidance and the excel spreadsheet that calculates the SOUR
.results. One SOUR re -test (done properly) indicated compliance. Complete SOUR re -testing
.should be done as soon as possible for 2001-permit requirements. There was incomplete
documentation for SOUR test results in the 2000 annual report.
Is a follow-up inspection necessary _des X no
Inspector(s) Name(s)/Title(s) Ellen Huffman/ Env.Specialis
Telephone No. 704/663-1699 Fax No. 704/663-6040
Date of Inspection 06-12-01

Residuals Inspection Pg 1
WQ0018352 Town of Boiling Springs
Tyne of Residual
X Land Application (class B) Distribution and Marketing (class A)
Record Keening
Y/N
Y Copy of current permit available at residual generating site
Y Current metals and nutrient analysis (frequency -annual)
Y TCLP analysis, Y SSFA (Standard Soil Fertility Analysis) (annual)
Y Nutrient and metals loading calculations (to determine most limiting parameter) YTD
Y Hauling records (# gal and/or ton hauled during calendar year to date)
Y Field loading records, Y Field site maps and information
N/A Records of lime purchased
Y Pathogen & Vector Attraction Reduction (annual)
Comments:
Pathogen & Vector Attraction Reduction Records
(check which methods apply)
Fecal coliform
X SM 9221 E (Class A or B)
(Class A, all test must be <1000 MPN / dry gram)
(Class B, Geometric mean of 7 samples/monitoring period - <2.0* 106 CFU / dry gram)
SM 9222 D (Class B only)
(Geometric mean of 7 samples/monitoring period for Class B <2.0* 106 CFU / dry gram)
Salmonella (Class A, all tests must be < 3MPN / 4 grams dry
Time / Temp records
Digester (MCRT) Compost Class A lime stabilization
Volatile solids calculations
Bench -top aerobic/anaerobic digestion results
pH records for lime stabilization ( Class A or B )
SOUR calculations X
Comment: SOUR calculations were not being documented properly. Guidance was mailed to the
ORC and e-mailed to the contracted lab.

Residuals Inspection
WQ0018352 Town of Boiling Springs
Treatment (check treatment type(s) used)
Y Aerobic digestion Autothermal Thermophilic Aerobic Digestion
Anaerobic digestion Drying beds (may not meet 503's)
Alkaline Stabilization Lime other -describe
Compost (check treatment type used) N/A
Windrow Aerated Static Pile In vessel Other
Pg 2
Transport There was no land application activity at the time of inspection.
Spill control plan in transport vehicle?
Does transport vehicle appear to be maintained?
Comment: The ORC has used contract trucking and has copied the Boiling Springs spill plan for
them to use.
Operation & Maintenance records
There was no land application. activity at the time of inspection.
Condition of land application equipment on site
Storage
Number of days/weeks/months of storage 45 dam
(if more than 2_yrs, does facility have Surface Disposal Permit?)
Describe storage: aerobic digester capacity 126,000 gallons.
Sampling
Describe Sampling: Fecal Coliform, metals, and nutrient sampling are taken as grab samples by the
ORC from storage prior to land application in accordance with the permit and EPA standards. SOUR
test procedures and documentation are incorrect and guidance for correction has been given.
Is sampling adequate? Yes Is sampling representative? No
Field Sites (end .use1or class B biosolids) Field identification: Owner -Carl Brooks 1A, 1b, 1c.
50.85 acres excluding buffers
There was .no eland application :activity _at the time. of inspection.
N/APermit on site during application N/A Spill plan on site
Y Buffers adequate Y Cover crop specified in permit
N Documented exceedances of PAN limits Y Site condition adequate
N Signs of runoff / ponding (if no, improvements recommended) _
Y Rain Gauge on site during application
Are there any limiting slopes on fields? Y/N
Y for surface application 18% for subsurface application
Comment: limiting slopes have been properly buffered out.

Residuals Inspection
WQ0018352 'Town of Boiling Springs
Monitoring wells) Y N: N
If yes, .location of well(s)
Comment:
Odors/vectors
Odors present no
Vectors. present no
Describe any nuisance conditions and any corrective actions needed
pg 3

Re: `OOUR, co-opliance
Subject: Re: SOUR compliance
Date: Fri, 22 Jun 2001 10:45:07 -0400
From: Ellen Huffinan <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: William Billings <[e-mail]>
Hey Charlie,
Charles Weisner may not realize that he must do 7 SOUR tests and then use the
average to show compliance. See Guidance letter attached. He needs all the guidance
you can give him!
Thanks,
Ellen
William Billings wrote:
> I think it worked out well.
> I had to work with his numbers a little
I basically removed every third reading so
15min period. I told Charles it would fit
the reading at the top of every min.
> I also guessed at the final temp, I just
suggested.
> I have attached the chart.
because he measured the DO every 45 sec.,
that I had consistent readings over the
nicer in the calculation if he was to take
lowered it by 1 degree like you
> Let me know if you see anything strange. I thought it was a little unusual that he
used a full 1000 mis, but that is what he said he uses.
> Thanks,
> Charlie
> >>> Ellen Huffman <[e-mail]> 0612112001 >>>
> So how were the results using the SOUR spreadsheet??
> Ellen
> Ellen Huffman - [e-mail]
> North Carolina Dept. of Environment & Natural Resources
> Div. of Water Quality
> 919 N. Main St.
> Mooresville, NC 28115
> Ph: 704.663.1699 Fax: [phone]
> ---------------------------------- ---------------------------------
> Name: SOURBoilSpgs61401.xls
> SOURBoilSpgs61401.xls Type: Microsoft Excel Worksheet
(application/vnd.ms-excel)
> Encoding: base64
> Download Status: Not downloaded with message
Ellen Huffman - [e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
1 of 2 6/25/2001 3:13 PM

SOAR
Subject: SOUR
Date: Fri, 15 Jun 2001 09:11:29 -0400
From: Ellen Huffman <[e-mail]>
Organization: NC DENR - Mooresville Regional Office
To: [e-mail]
Please see attached excel spreadsheet for SOUR as well as the SOUR
guidance (word) document for the SOUR test.
This should help Charlie (and Boiling Springs) show compliance.
Please feel free to call me.
Ellen
Ellen Huffman - [e-mail]
North Carolina Dept. of Environment & Natural Resources
Div. of Water Quality
919 N. Main St.
Mooresville, NC 28115
Ph: 704.663.1699 Fax: [phone]
Name: SOURcalcsheet.xls
SOURcalcsheet.xls Type: Microsoft Excel Worksheet (application/vnd.ms-excel)
Encoding: base64
Download Status: Not downloaded with message
Name: SOURGuidance.doc
[ASOURGuidance.doc Type: Winword File (application/msword)
Encoding: base64
Download Status: Not downloaded with message'
Ellen Huffman <[e-mail]>
%TITLE%
NC DENR - Mooresville
Div. of Water Quality
1 of 1 6/25/2001 3:13 PM

Re: r30UR compliance
Name: SOURGuidance.doc
SOURGuidance.doc Type: Winword File (application/msword)
Encoding: base64
Download Status: Not downloaded with message
Ellen Huffman <Ellen.Huffmangncmail.net>
%TITLE%
NC DENR - Mooresville
Div. of Water Quality
2 of 2 6/25/2001 3:13 PM

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(minutes)
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5
6
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8
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11
12
13
14
15
Specific Oxygen Uptake Rate
SOUR
Facility Name
Biosolids Permit Number,
Date
Digester Temperature;
Sampling Date/Time:
Sampled By
Analysis Date/Time
Analyzed By
Sample Volume;
Total Solids
Beginning Temperature
End Temperature
Dissolved Oxygen Level
6.381
6.18
6.1
6
5.82
5.71
5.6
5.54
5.45
J
Slope:
Intercept:
CorrelationCoefficient:
Oxygen Uptake Rate:
Ambient Specific Oxygen Uptake Rate:
Average Temperature:
Temperature Correction Factor:
Boiling Springs
WO0018352
6/14/2001
26.2
6/14/2001 12:15
Charles Wiesner
6/14/2001 12:16
Charles Wiesner
1000
1.8
26.2
25.2
0.1
6.6
1.0
milliliters
Yo Dry Solids
degrees Celsius
degrees Celsius
.0
5.46 mg Oxygen/hr
0.30 mg Oxygen/g/hr
26 degrees Celsius
0.746215397 .
Temperature Corrected Specific Oxygen Uptake Rate: 1 0.23 mg Oxygen/g/hr
Instructions: Enter Data in the Blue Boxes. The Calculation and the Spreadsheet execute automatically.

State of North Carolina
.Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Contact Name
Facility Name
Street Address
City, State Zip
Dear Sir:
1••
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Specific Oxygen Uptake Rate Testing Compliance
Land Application of Residuals
Permit Number: Permit Number
County County
The Division has noted in several Annual Reports that the Specific Oxygen Uptake Rate (SOUR) test has been
improperly used for proof of compliance with the Vector Attraction Reduction (VAR) requirements of 40 CFR
503. Currently, the SOUR test may only be used if all of the following conditions are met:
1. Percent Total Da Solids. The residual must be less than 2 percent total dry solids. Diluting thickened
sludges is not acceptable.
2. Temperature Rance The SOUR may only be applied to sludges which are at temperatures between 10°C
and 30°C.
3. Temperature Correction. The SOUR test must be conducted at the same temperature that the digester is
operating. The SOUR test must be temperature corrected to an equivalent 20°C value. The temperature
correction equation is as follows:
SOUR20 = SOURT X 6(20-T)
where: T = sludge temperature in degrees Celsius
6 = 1.05 above 20°C
6 = 1.07 below 20°C
4. Continuous Aeration The SOUR test may only be used on sludges which have been stabilized in aerobic
environments. Sludge holding tanks which are used primarily for sludge gravity thickening and only
periodically aerated to minimize odor generation may not use the SOUR test to indicate compliance with
the VAR requirements.
5. Sample Holding Time. The maximum holding time is two hours. If the SOUR test cannot be started
within 15 minutes of sampling, then the sample must be maintained under aeration until the test can be
completed.

Specific Oxygen Uptake Rate Testing Compliance Permit Number: Permit Number
Page 2.
6. Testing, Frequency and Arithmetic Mean Compliance. Variability in digester detention times, operating
temperatures, and sludge characteristics results in variability in SOUR test results for a facility during the
operating year. For VAR compliance purposes, the arithmetic mean of SOUR data from seven samples
taken periodically during the monitoring period specified in your permit will be considered sufficient.
For facilities using aerobic digestion for sludge stabilization, the Division suggests that Vector Attraction
Reduction compliance be indicated by calculation of a volatile solids reduction percentage of 38 percent or
more in accordance with 40 CFR 503.33 (b)(1). If compliance cannot be shown by calculation of Volatile
Solids Reduction, then the SOUR test may be used only if the requirements listed above are met. If both the
38 percent volatile solids reduction cannot be met and the SOUR test is not valid, then the permittee must use
an alternative vector attraction reduction technique, such as the bench -scale extended aerobic digestion test
- 40 CFR 503.33(b)(3).
The Division encourages you to immediately review your method of meeting the vector attraction reduction
requirement, and to take action to ensure you provide valid proof that your sludge has met the requirements
of 40 CFR 503 for the 1997 year. These requirements are being enforced by both the Division of Water
Quality and USEPA Region 4 until the Division of Water Quality is delegated authority for the 40 CFR 503
program.
Attached please find a copy of the most current standard method and an example of a SOUR test form with
calculations. If you have any questions, regarding these tests you are encouraged to contact Kevin Barnett with
the Division of Water Quality at [phone] ext. 529.
Sincerely,
Dennis R. Ramsey, P.E.
Assistant Chief for Non -Discharge
Cc: Non -Discharge Compliance / Enforcement Unit
Non -Discharge Permitting Unit
Region Regional Supervisor
Training and Certification Unit
Central Files
Madolyn S. Dominy, EPA Region 4

JUN-14-01 11:06 FROM:PACE ANALYTICAL
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To
Phone:
(W 3 - 60 &
CC:
MAITA ID:6282524618
PAGE 1/4
Pace Analyilaal=V/488, hic.
54 RamscroQ Dive
Asheville, NG 28801
phone: 828254,i1T6
Fv, 628,252.4616
Date: G/ryf o
Number of pages including cover sheet: �l
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER- SO% RECYCLED/10% POST -CONSUMER PAPER

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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - SO% RECYCLED/1 O% POST -CONSUMER PAPER

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ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 28115
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY/ AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

Aq 0
NCDENk
North Carolina Department of
sm Environment and Natural Resources
FjV Mooresville Regional Office
919 North Main Street
Mooresville, North Carolina 28115
Phone; 704/663-1699
Fax; 704/663-6040
Date: 0 6 13-01
To: dt/
Fax Number 70 �— �(d `r
From:
Div/Section: -Dop t?-
Number of pages (Incl. cvr)�_
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
August 15, 2000
Mr. J. Richard Howell, Jr.
Town Administrator
P.O. Box 1014
Boiling Springs, NC 28017
Subj ect: Class B Land Application Inspection
Town of Boiling Springs
Permit No. WQ0018352
Cleveland County
Dear Mr. Howell:
Enclosed is the Class B land application inspection report that was conducted on
August 14, 2000 by Mrs. Ellen Huffman with this Office. This inspection is part of our
initiative to inspect all non -discharge programs during each calendar year.
This inspection was conducted during your first sludge application under the
newly issued permit. The report indicates compliance with the permit, including
monitoring and record keeping requirements. Field conditions were found to be within
specified permit performance standards. Your staff demonstrated an understanding of the
land application program and it's compliance requirements.
The inspection report should be self-explanatory; however, if you have any
questions, please contact Mrs. Huffman or me at [phone].
Sincerely,
4 A
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Attachment
cc: Non -Discharge Compliance/Enforcement Unit
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 281 15
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

j
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
P?WAA
10
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Town of Boiling Springs
Permit No.: W00018352
Last Amended Date: N/A
If applicable SOC Issuance Date: N/A
Permittee Contact: Charles Weisener
ORC Name: Charles Weisener
Reason for Inspection
County: Rowan
Issuance Date: July 19, 2000
Expiration Date: June 30, 2005
Expiration Date: N/A
Telephone No.: 704/434-5600
Telephone No.: same
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
Collection System Spray Irrigation X Sludge Other
Inspection Summary: (additional comments may be included on attached pages)
The Town of Boiling Springs land applies it's biosolids as an alternative to composting at the
Shelby compost facility. The compost facility is used during inclement weather or when class B
requirements cannot be met. This inspection was conducted during the first (ever) application
under the new permit. The field was properly flagged around the application perimeter. The
equipment operator visually noted terraced slopes and applied around them. A copy of the permit
was on site as required. Analyses information reflected compliance. No nuisance conditions were
noted at the time of inspection.
Is a follow-up inspection necessary _des X no
Inspector(s) Name(s)/Title(s) Ellen Huffman / Env. Technician V
Telephone No. 704/663-1699 Fax No. 704/663-6040
Date of Inspection:August 9, 2000

Residuals Inspection Check List
Tyne of Residual
X Land Application (class B) Distribution and Marketing (class A)
Record Keening
Y/N
Y Copy of current permit available at residual generating site
Y Current metals and nutrient analysis (see permit for frequency)
Y TCLP analysis Y SSFA (Standard Soil Fertility Analysis)
Y Nutrient and metals loading calculations (to determine most limiting parameter)
Y Hauling records- # gal or drytons hauled during calendar year to date
Y Field loading records Y Field site maps and information
_
n/a Records of lime purchased
Y Pathogen & Vector Attraction Reduction
Pathogen & Vector Attraction Reduction records (check which methods apply)
Fecal coliform
X SM 9221 E (Class A or B)
(Class A, all test must be <1000 MPN / dry gram)
(Class B, Geo. mean of 7 samples/monitoring period - <2.0* 106 CFU / dry gram)
SM 9222 D .(Class B only)
(Geo. mean of 7 samples/monitoring period for Class B <2.0* 106 CFU / dry gram)
Salmonella (Class A, all tests must be < 3MPN / 4 grams dry
Time / Temp records
Digester (MCRT) Compost n/a Class A lime stabilization n/a
Volatile Solids Calculations X
Bench -top aerobic/anaerobic digestion results n/a
pH records for lime stabilization ( Class A or B ) n/a
Treatment (check treatment type(s) used)
X Aerobic digestion n/a Autothermal Thermophilic Aerobic Digestion (ATAD)
n/a Anaerobic digestion n/a Drying beds (may not meet 503's)
n/a Alkaline Stabilization Lime other
X SOUR
Compost (check treatment type used) n/a
Windrow Aerated Static Pile In vessel Other
pg 1

Residuals Inspection Res. pg 2
Transport
Permit in transport vehicle? Y Spill control plan in transport vehicle? Y
Does transport vehicle appear to be maintained? Y
Operation & Maintenance records
Calibration records of land application equipment Y
Condition of land application equipment on site good
Storage
Number of months (or days) storage * 45 days
Describe storage Aerobic digester with 126,000 gallon capacity. This does not meet the 90 day
requirement but the Town has the option to take biosolids to the Shelby composting facility.
*if more than 2 yrs, does facility have Surface Disposal Permit? n/a
Spill control plan on storage site?
n/a Lagoon - Is lagoon lined_
Above ground tank n/a In ground tank Y
Aerated Mixed Aerated X Mixed
n/a Drying beds n/a Concrete storage pads
Sampling
Describe Sampling: Fecal Coliform, metals, and nutrient sampling are taken as grab samples by the
ORC from the storage tank prior to land application in accordance with the permit and EPA
standards. VSR sampling is taken once every monitoring period by the land application ORC.
Sampling is conducted at the proper locations, before and after aerobic digestion, and documentation
is kept in the operator's office. All lab data was in order at time of inspection.
Is sampling adequate Y Is sampling representative Y
Field Sites (end use for class B biosolids)
X Permit on site during application
X Buffers adequate
no Documented exceedances of PAN limits
no Signs of runoff / ponding
*no Rain Gauge on site during application
Field identification # lA
X Spill plan on site
X Cover crop specified in permit
X Site condition adequate
(if no, improvements recommended)
Comments- *Rain gauge has been ordered and will be permanently placed at the field location.

Residuals Inspection
Res. pg 3
Are there any limiting slopes on fields? Y/N Y
X 10 % for surface application 18% for subsurface application
Comment:
The application field is terraced in several places. The terraced areas are > 10%
and not used for application.
Monitoring well(s) in permit: no
If yes, Location of well(s)
Odors/vectors
Odors present no
Vectors present no
Describe any nuisance Conditions and any corrective actions needed.
No nusance conditions were noted at time of inspection.
Certified ORC: Charles Weisner — Cert.# 14811
Back up ORC: Kati Beaver- Cert.# 17569

Alva,,.
!CDENR
`­JAMES B.'HUNT JR.�" �>
',GOVERNOR.
BILL HOLMAN -
.:SECRETARY
j .
COLEEN Hi=SU LLINS c
HAIRMAN"� .c-r-
( 1
s.
rI'r
r
'3
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Richard J. Howell Jr.
Town Administrator
Town of Boiling Springs
Post Office Box 1014
Boiling Springs, NC 28349
Dear Mr. Howell:
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
ra7n, INKP�P. CI
ai,tj%��qgq 0/�;1C)x`�--m��1i&P���'991[,`,�,,..�Z �i^^�(A�ppyYy,!''1,���++Ps
July 28, 2000
A, U@ T 2000
[a1i%�JYAI 14AlJAsr_laFl-
r i�N7 11E1E RREWIM 4FM'
Subject: Classification of Land Application/Residuals System
System: Townofoi�ltrg SQs,
n0Pemt No:Q018352 County: Cleveland
The Water Pollution Control System Operators Certification Commission adopted Rule 15A NCAC 815
.0305, Classification of Land Application/Residuals Systems, effective April 1, 1999. In order to insure
the proper operation and maintenance of these systems, this Rule requires that all facilities permitted for
the land application of sludge, residuals, biosolids, or contaminated soil on a dedicated site to be
classified as land application/residuals systems.
The Water Pollution Control System Operators Certification Commission hereby classifies the subject
facility as a Land Application/Residuals System.
As required by Rule 15A NCAC 8G .0202 (2) and the subject permit, a certified operator and back-up
operator of the appropriate type must be designated for each classified system. Your system requires an
Operator in Responsible Charge (ORC) and a back-up operator who hold valid land
application/residuals certificates. If you have not already done so, please complete and return the
enclosed designation form to this office by August 30, 2000. Failure to designate a properly certified
Operator in Responsible Charge and back-up operator is a violation of the permit issued for this system.
If you have any questions or need additional information concerning this requirement please call Tony
Honeycutt at 919-733-0026, extension 314.
Sincerely,
Dwight Lancaster, Supervisor
Technical Assistance and Certification Unit
Enclosure
cc: MIRO
Central Files
TAC Facility Files
Non -Discharge Permitting
WATER POLLUTION CONTROL SYSTEM OPERATORS CERTIFICATION COMMISSION
1618 MAIL SERVICE CENTER, RALEIGH, NORTH CAROLINA 27699-1618
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

�. DESIGNATION FORM
OPERATOR IN RESPONSIBLE CHARGE OF
WATER POLLUTION CONTROL SYSTEMS
FACILITY INFORMATION:
Please Print Facility Name: -T6W V"
Mailing Address: PB fix / d 14
Address: SP r l i
Permit Number: I,,JQ no I R1 County: J e-
rqMaPlease circle type of facility: Wastewater Collection Spray Irrigation
Classification of Facilitv (if avolicablA I III IV
OPERATOR IN RESPONSIBLE CHARGE
Please Print Name: C k a'r 1 e s % i eS 4 a', -
Mailing Address: P. CS • QL-)-,( / 6 /4
City: EQr + Nq S State: N.C. Zip Code:
Certificate Types and Grade: A a r cl !J , `c a / Re S d jK ) S O ps ra +Q
Certifrcat #s:: rV 441 Social Security #:
Work Phone: 70 4 - 4 - 5-6 C � Home Phone: (3'ot�s - % 5 - 3 2 0 v
Signature: (� Date: d7 v `
0
BACK-UP OPERATOR
Please Print Name:
Mailing Address: 'cA1 !4 a I X Wkx)1W 11)k1 l an e5 KC1,
City: �i, e. / State: (G Zip Code: r, E 15 Z--,
Certificate Types and
Grade- 4-aAcc
ertif ci ate,#s-t {�''7? f�° Social Security #: 4�-ju
Work Phone: 91 Home Phone: '70 (-/_ Ok 4— 6Q 1-05
Signature: Date:
Please Print Name:
Mailing Address: _
City: i n
Telephone #: i
Signature:
Please mail to:
WPCSOCC
1618 Mail Service Center
Raleigh, NC 27699-1618

L
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
MOORESVILLE REGIONAL OFFICE
August 15, 2000
Mr. J. Richard Howell, Jr.
Town Administrator
P.O. Box 1014
Boiling Springs, NC 28017
Subject: Class B Land Application Inspection
Town of�Iidiing Springs-,
Permit No %E,% 01835
Cleveland County
Dear Mr. Howell:
Enclosed is the Class B land application inspection report that was conducted on
August 14, 2000 by Mrs. Ellen Huffinan with this Office. This inspection is part of our
initiative to inspect all non -discharge programs during each calendar year.
This inspection was conducted during your first sludge application under the
newly issued permit. The report indicates compliance with the permit, including
monitoring and record keeping requirements. Field conditions were found to be within
specified permit performance standards. Your staff demonstrated an understanding of the
land application program and it's compliance requirements.
The inspection report should be self-explanatory; however, if you have any
questions, please contact Mrs. Huffman or me at [phone].
Sincerely,
D. Rex Gleason, P.E.
Water Quality Regional Supervisor
Attachment
cc: Non -Discharge Compliance/Enforcement Unit
919 NORTH MAIN STREET, MOORESVILLE, NORTH CAROLINA 28115
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST -CONSUMER PAPER

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Kerr T. Stevens, Director
A&LV1U_N?FA
NCDENR
NON -DISCHARGE COMPLIANCE INSPECTION
GENERAL INFORMATION
City/Town/Owner: Town of Boiling Springs
Permit No.: W00018352
Last Amended Date: N/A
If applicable SOC Issuance Date: N/A
Permittee Contact: Charles Weisener
ORC Name: Charles Weisener
Reason for Inspection
County: Rowan
Issuance Date: July 19, 2000
Expiration Date: June 30, 2005
Expiration Date: N/A
Telephone No.: 704/434-5600
Telephone No.: same
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
Collection System Spray Irrigation X Sludge Other
Inspection Summary (additional comments may be included on attached pates)
The Town of Boiling Springs land applies it's biosolids as an alternative to composting at the
Shelby compost facility. The compost facility is used during inclement weather or when class B
requirements cannot be met. This inspection was conducted during the first (ever) application
under the new permit. The field was properly flagged around the application perimeter. The
equipment operator visually noted terraced slopes and applied around them. A copy of the permit
was on site as required. Analyses information reflected compliance. No nuisance conditions were
noted at the time of inspection.
Is a follow-up inspection necessary __yes X no
Inspector(s) Name(s)/Title(s) Ellen Huffman / Env. Technician V
Telephone No. 704/663-1699 Fax No. 704/663-6040
Date of Inspection:August 9, 2000

Residuals Inspection Check List
Type of Residual
X Land Application (class B) Distribution and Marketing (class A)
Record Keeping
Y/N
Y Copy of current permit available at residual generating site
Y Current metals and nutrient analysis (see permit for frequency)
Y TCLP analysis Y SSFA (Standard Soil Fertility Analysis)
Y Nutrient and metals loading calculations (to determine most limiting parameter)
Y Hauling records- # gal or drytons hauled during calendar year to date
Y Field loading records Y Field site maps and information
n/a Records of lime purchased
Y Pathogen & Vector Attraction Reduction
Pathogen & Vector Attraction Reduction records (check which methods apply)
Fecal coliform
X SM 9221 E (Class A or B)
(Class A, all test must be <1000 MPN / dry gram)
(Class B, Geo. mean of 7 samples/monitoring period - <2.0* 106 CFU / dry gram)
SM 9222 D (Class B only)
(Geo. mean of 7 samples/monitoring period for Class B <2.0* 106 CFU / dry gram)
Salmonella (Class A, all tests must be < 3MPN / 4 grams dry
Time / Temp records
Digester (MCRT) Compost n/a Class A lime stabilization n/a
Volatile Solids Calculations X
Bench -top aerobic/anaerobic digestion results n/a
pH records for lime stabilization ( Class A or B ) n/a
Treatment (check treatment type(s) used)
X Aerobic digestion n/a Autothermal Thermophilic Aerobic Digestion (ATAD)
n/a Anaerobic digestion n/a Drying beds (may not meet 503's)
n/a Alkaline Stabilization Lime other
X SOUR
Compost (check treatment type used) n/a
Windrow Aerated Static Pile In vessel Other
pg 1

Residuals Inspection Res. pg 2
Transport
Permit in transport vehicle? Y Spill control plan in transport vehicle? Y
Does transport vehicle appear to be maintained? Y
Operation & Maintenance records
Calibration records of land application equipment Y
Condition of land application equipment on site good
Storage
Number of months (or days) storage * 45 days
Describe storage Aerobic digester with 126,000 gallon capacity. This does not meet the 90 day
requirement but the Town has the option to take biosolids to the Shelby composting facility.
*if more than 2 yrs, does facility have Surface Disposal Permit? n/a
Spill control plan on storage site?
n/a Lagoon - Is lagoon lined
Above ground tank n/a In ground tank Y
Aerated Mixed Aerated X Mixed
n/a Drying beds n/a Concrete storage pads
Sampling
Describe Sampling: Fecal Coliform, metals, and nutrient sampling are taken as grab samples by the
ORC from the storage tank prior to land application in accordance with the permit and EPA
standards. VSR sampling is taken once every monitoring period by the land application ORC.
Sampling is conducted at the proper locations, before and after aerobic digestion, and documentation
is kept in the operator's office. All lab data was in order at time of inspection.
Is sampling adequate Y Is sampling representative Y
Field Sites (end use for class B biosolids)
X Permit on site during application
X Buffers adequate
no Documented exceedances of PAN limits
no Signs of runoff / ponding
*no Rain Gauge on site during application
Field identification # lA
X Spill plan on site
X Cover crop specified in permit
X Site condition adequate
(if no, improvements recommended)
Comments- *Rain gauge has been ordered and will be permanently placed at the field location.

Residuals Inspection
Res. pg 3
Are there any limiting slopes on fields? Y/N Y
X 10 % for surface application 18% for subsurface application
Comment:
The application field is terraced in several places. The terraced areas are > 10%
and not used for application.
Monitoring well(s) in permit: no
If yes, Location of well(s)
Odors/vectors
Odors present no
Vectors present no
Describe any nuisance Conditions and any corrective actions needed.
No nusance conditions were noted at time of inspection.
Certified ORC: Charles Weisner — Cert.# 14811
Back up ORC: Kati Beaver- Cert.# 17569

1.
aceAnalytical'
May 01. 2000
Mr. Charles Wiesner
Boiling Springs. Town of
PO Box 1014
Town Hall
Boiling Springs, NC 28017
RE: Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Dear Mr. Wiesner:
ro.C- DEPT. 01? Pace Analytical Services, Inc.
9P1MR M n HYAJI' 54 Ravenscroft Drive
Asheville, NC 28801
Phone: [phone]
AUG A a 2000 Fax: [phone]
ctivo�V€.rr ,iF f�itf&fv�"vL���trlGi�, �A%��f��?
K4t104-MLE RE MIA Sim
h/ Q Gd /�3J"
Enclosed are the results of analyses for sample(s)received by the laboratory on April 4, 2000. If you have any
questions concerning this report, please feel free to contact me.
Sincerely,
Walter Miller
Project Manager
EnclosuresOV
6
f mll elf
%�.
TC�
f
h -
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

aceAnalyticaf"
Boiling Springs, Town of
P. 0. Box 1014
Boiling Springs, NC 28017
Attn: Mr. Charles Wiesner
Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
Nuntersville, NC 28078
Phone: [phone]
Fax: [phone]
DATE: '04L,/17/_00_)
PAGE: 1
Pace Project Number: 9213185
Cl`a`en�Proj:ec:t�ID_�Bo ing-Springs-9SIN80 _ J
Solid results are reported on a dry weight basis
Pace Sample No: 93522456 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: TCLP Date Received: 04/07/00
Parameters Results Units PRL App. DF Analyzed Analyst CAS# Footnotes
--------------------------------- ------------------- ---------- -------- -------- ----- ---------- ----------
Inorganics Prep
Volatile Organics, TCLP Leach.
Method: EPA
8260
Prep Method: EPA
1311
Date Leached
0.00
1.00
04/14/00
RWS
GC Semivolatiles
Pesticides, TCLP Leachate
Method: EPA
8081
Prep Method:
EPA
3510
Chlordane (Technical)
ND
mg/l
0.0005
1.00
04/14/00
TSG
57-74-9
Endrin
ND
mg/l
0.0005
1.00
04/14/00
TSG
72-20-8
Heptachlor
ND
mg/L
0.0005
1.00
04/14/00
TSG
76-44-8
Heptachlor Epoxide
ND
mg/l
0.0005
1.00
04/14/00
TSG
1024-57-3
gamma-BHC (Lindane)
ND
mg/l
0.0005
1.00
04/14/00
TSG
58-89-9
Methoxychlor
ND
mg/l
0.0005
1.00
04/14/00
TSG
72-43-5
Toxaphene
ND
mg/l
0.0005
1.00
04/14/00
TSG
8001-35-2
Decachlorobiphenyl (S)
25
%
1.00
04/14/00
TSG
2051-24-3
Tetrachloro-meta-xylene (S)
30
%
1.00
04/14/00
TSG
877-09-8
Date Extracted
04/13/00
Acid Herbicides, TCLP Leachate
Method: EPA
8151
Prep Method:
EPA
3510
2,4-D
ND
mg/l
1
1.00
04/14/00
TSG
94-75-7
2,4,5-TP(Silvex)
ND
mg/l
0.1
1.00
04/14/00
TSG
93-72-1
DichlorophenyL Acetic Acid (S)
78
%
1.00
04/14/00
TSG
19719-28-9
Date Extracted
04/13/00
GC/MS Volatiles
Volatile Organics, TCLP Leach.
Method: EPA
8260
Prep Method: EPA
8260
Vinyl Chloride
ND
mg/L
-
0.02
1.00
04/14/00
RPJ
75-01-4
a
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 12 KY Drinking Water 90090
NC Drinking Water 37706 This report shall not be reproduced, except in full, TN UST List
SC 99006 without the written consent of Pace Analytical Services, Inc. VA Drinking Water 213

Pace Analytical Services, Inc.
9800 Kincey Avenue, Suite 100
9. Analytical Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
DATE: 04/17/00
PAGE: 2
Pace Project Number: 9213185
Client Project ID: Boiling Springs-9312080
Pace Sample No: 93522456 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID• TCLP Date Received: 04/07/00
Parameters
Results
Units
PRL
----------
App. DF
--------
Analyzed
--------
Analyst
-----
CAS# --- Footnotes
------- -
---------------------------------
1,1-Dichloroethene
----------
ND
---------
mg/l
0.02
1.00
04/14/00
RPJ
75-35-4
2-Butanone
ND
mg/l
0.4
1.00
04/14/00
RPJ
78-93-3
Chloroform
ND
mg/l
0.02
1.00
04/14/00
RPJ
67-66-3
1,2-Dichloroethane
ND
mg/l
0.02
1.00
04/14/00
RPJ
107-06-2
Carbon Tetrachloride
ND
mg/l
0.02
1.00
04/14/00
RPJ
56-23-5
Benzene
ND
mg/l
0.02
1.00
04/14/00
RPJ
71-43-2
Trichloroethene
ND
mg/l
0.02
1.00
04/14/00
RPJ
79-01-6
Tetrachloroethene
ND
mg/l
0.02
1.00
04/14/00
RPJ
127-18-4
Chlorobenzene
ND
mg/l
0.02
1.00
04/14/00
RPJ
108-90-7
Dibromofluoromethane (S)
101
%
1.00
04/14/00
RPJ
1868-53-7
1,2-Dichloroethane-d4 (S)
105
%
1.00
04/14/00
RPJ
17060-07-0
Toluene-d8 (S)
100
%
1.00
04/14/00
RPJ
2037-26-5
4-Bromofluorobenzene (S)
102
%
1.00
04/14/00
RPJ
460-00-4
GC/MS Semivolatiles
Semivolatile Organics, TCLP
Method:
EPA 8270
Prep Method:
EPA
3510
Pyridine
ND
mg/l
0.5
1.00
04/14/00
DHJ
110-86-1
1,4-Dichlorobenzene
ND
mg/l
0.75
1.00
04/14/00
DHJ
106-46-7
2-Methylphenol
ND
mg/l
20
1.00
04/14/00
DHJ
95-48-7
Hexachloroethane
NO
mg/l
0.3
1.00
04/14/00
DHJ
67-72-1
3&4-Methylphenol
ND
mg/l
20
1.00
04/14/00
DHJ
Nitrobenzene
ND
mg/l
0.2
1.00
04/14/00
DHJ
98-95-3
Hexachlorobutadiene
ND
mg/l
0.05
1.00
04/14/00
DHJ
87-68-3
2,4,6-Trichlorophenol
ND
mg/l
0.2
1.00
04/14/00
DHJ
88-06-2
2,4,5-Trichlorophenol
ND
mg/l
40
1.00
04/14/00
DHJ
95-95-4
2,4-Dinitrotoluene
ND
mg/l
0.013
1.00
04/14/00
DHJ
121-14-2
Hexachlorobenzene
ND
mg/l
0.013
1.00
04/14/00
DHJ
118-74-1
Pentachlorophenol
ND
mg/l
10
1.00
04/14/00
DHJ
87-86-5
Nitrobenzene-d5 (S)
65
%
1.00
04/14/00
DHJ
4165-60-0
2-Fluorobiphenyl (S)
66
%
1.00
04/14/00
DHJ
321-60-8
Terphenyl-dl4 (S)
64
%
1.00
04/14/00
DHJ
1718-51-0
Phenol-d6 (S)
24
%
1.00
04/14/00
DHJ
13127-88-3
2-Fluorophenol (S)
37
%
1.00
04/14/00
DHJ
367-12-4
2,4,6-Tribromophenol (S)
75
%
1.00
04/14/00
DHJ
118-79-6
Date Extracted
04/13/00
Laboratory Certification IN REPORT OF LABORATORY ANALYSIS Laboratory Certification IN
NC Wastewater 12 KY Drinking Water 90090
NC Drinking Water 37706 This report shall not be reproduced, except in full, TN UST List
Sc 99006 without the written consent of Pace Analytical Services, Inc. VA Drinking Water 213

Pace Analytical Services, Inc.
Analytical � 9800 Kincey Avenue, Suite 100
0 Huntersville, NC 28078
Phone: [phone]
Fax: [phone]
DATE: 04/17/00
PAGE: 3
Pace Project Number: 9213185
Client Project ID: Boiling Springs-9312080
PARAMETER FOOTNOTES
ND Not Detected
NC Not Calculable
PRL Pace Reporting Limit
(S) Surrogate
App. DF Applied Dilution Factor
[1] Surrogate recovery outside of control limits. The data was accepted based on valid recovery of remaining surrogate.
Laboratory Certification IDs Laboratory Certification IN
NC Wastewater 12 REPORT OF LABORATORY ANALYSIS KY Drinking Water 90090
NC Drinking Water 37706 This report shall not be reproduced, except in full, TN UST List
SC 99006 without the written consent of Pace Analytical Services, Inc. VA Drinking Water 213

aceAnalytical'"
Mr. Charles Wiesner
Boiling Springs. Town of
PO Box 1014
Town Hall
Boiling Springs. NC 28017
54 Ravenscroft Drive
Asheville. NC 28801
Phone: [phone]
Fax: [phone]
INVOICE
93039508
05/02/2000
Please Remit To:
Pace Analytical Services, Inc.
NW 8922
P.O. Box 1450
Minneapolis. MN 55485-8922
702097/80ILING SPNG
Purchase. to Flo ;
.
Prat AAanaw
Walter Miller
Due Upon Receipt
Page
1
Client Reference:
Land Application Sludge
Pace Project No:
9312080
Quantity
U/M
Description
Method
Matrix
Price
Total
ANALYTICAL
Charges
7.00
ea
Fecal Coliform MPN Solid
SM 9221B/E
Soil
50.00
$
350.00
9.00
ea
Percent Moisture
X Moisture
Soil
N/C
1.00
ea
Acid Digestion
Soil
150.00
$
150.00
1.00
ea
Silver
EPA
6010
Soil
22.50
S.
22.50
1.00
ea
Barium
EPA
6010
Soil
22.50
$
22.50
1.00
ea
Cadmium
EPA
6010
Soil
22.50
$
22.50
1.00
ea
Chromium
EPA
6010
Soil
22.50
$
22.50
1.00
ea
Lead
EPA
6010
Soil
22.50
$
22.50
1.00
ea
Metals.' ICP, trace -level
EPA
6010
Soil
12.00
$
12.00
1.00
ea
Arsenic, AAS Furnace, TCLP
EPA
7060
Soil
22.50
$
22.50
1.00
ea
Mercury. CVAAS, TCLP Leachate
EPA
7470
Soil
22.50
$
22.50
1.00
ea
Mercury, CVAAS
EPA
7471
Soil
25.00
$
25.00
1.00
ea
Selenium. AAS Furnace
EPA
7740
Soil
25.00
$
25.00
1.00
ea
Selenium, AAS Furnace. TCLP
EPA
7740
Soil
22.50
$
22.50
1.00
ea
Total Percent Solids
EPA
160.3
Soil
18.00
$
18.00
1.00
ea
Volatile Suspended Solids
EPA
160.4
Soil
25.00
i
25.00
1.00
ea
Chloride(Mercuric Nitrate)
EPA
325.3
Soil
15.00
$
15.00
1.00
ea
Ammonia, Soil
EPA
350.3
Soil
22.00
$
22.00
1.00
ea
Total Kjeldahl Nitrogen, Soil
EPA
351.2
Soil
25.00
$
25.00
1.00
ea
Nitrogen, Nitrate plus Nitrite
EPA
353.2
Soil
40.00
$
40.00
1.00
ea
Phosphorus. Total, Soil
EPA
365.2
Soil
25.00
$
25.00
1.00
ea
Sulfate. Total, Soil
EPA
375.4
Soil
18.00
$
18.00
1.00
ea
pH. Soil
EPA
9045
Soil
10.00
$
10.00
1.00
ea
Plant Available Nitrogen
Soil
25.00
$
25.00
1.00
ea
S.O.U.R.
Standard Methods
Soil
50.00
$
50.00
1.00
ea
Sample Preparation
Soil
100.00
i
100.00
1,5% MONTHLY FINANCE CHARGE ASSESSED AFTER 30 DAYS.
P
EASE SEND REMITTANCE PAGE OR REFER TO INVOICE NUMBER 93039508 WHEN REMI
ING.
CLIENT
AN EQUAL OPPORTUNITY EMPLOYER

Pack Analytical Services, Inc. _3
NW 8922
P.O. Box 1450 `
Minneapolis.. MN 55485 8922
o Client No f
702097/BOILING SPNG
rciase 0rtler No ��
!>,�ag�r� c ;
Walter Miller
x 1s
Due Upon Receipt.
3
PLEASE REMIT THIS PAGE WITH PAYMENT
TOTAL INVOICE AMOUNT:
$ 2160.00
1
1 5X MOP�THLY FINANCE.CHARGE ASSESSED AFTER 30 DAYS.
• REMITTANCE 'PAGE
CLIENT. AN EQUAL OPPORTUNI I Y tnnrwrCn^

it
r2neAnalyficafm
J
i
i
-71.. u
Mr. Charles Wiesner
Boiling Springs, Town of
PO Box 1014
Town Hall
Boiling Springs. NC 28017
54 Ravenscroft Drive
Asheville, NC 28801
Phone: [phone]
Fax: [phone]
INVOICE
93039508
05/02/2000
Please Remit To:
Pace Analytical Services, Inc.
NW 8922
P.O. Box 1450
Minneapolis, MN 55485.8922
702097/BOILING SPNG
Purc . t�r'No
Prx > i liana er
Walter Miller
fi rrrls .
Due Upon Receipt
Pam -}©.
2
Quantity U/M
Description Method Matrix
Price
Total
ANALYTICAL Charges
1.00 ea
Pesticides & PCB's, EPA 8080 Soil
230.00
i 230.00
1.00 ea
Chlorinated Herbicides,EPA8151 Soil
230.00
$ 230.00
1.00 ea
Volatile Organics, EPA 8260 Soil
185.00
$ 185.00
1.00 ea
Semi -Vol. Organics, EPA 8270 Soil
400.00
$ 400.00
ANALYTICAL SUBTOTAL:
$ 2160.00
TOTAL INVOICE AMOUNT:
$ 2160.00
The above charges are for the following samples:
Spl# Description/Client ID Received
93522449 AEROBIC DIGESTER SLUDGE 04/D4/00
93522456 AEROBIC DIGESTER SLUDGE-TCLP 04/04/00
93522464 FEC COL #1 04/04/00
93522472 FEC COL #2 04/04/00
93522480 FEC COL #3 04/04/00
93522498 FEC COL #4 04/04/00
93522506 FEC COL #5 04/04/00
93522514 FEC COL #6 04/04/00
93522522 FEC COL #7 04/04/00
1.52 MONTHLY FINANCE CHARGE ASSESSED AFTER 30 DAYS.-
P1.EASE
SEND REMITTANCE PAGE OR REFER TO INVOICE NUMBER 93039508 WHEN REMI
ING.
CLIENT
AN EQUAL OPPORTUNITY EMPLOYER

aceAnalytical'"
Boiling Springs, Town of
PO Box 1014
Town Hall
Boiling Springs, NC 28017
Attu:`__ M_ r.—Char)es--Wiesner:71
Phone: [phone]
Solid results are reported on a dry weight basis
Pace Analytical Services, Inc.
54 Ravenscroft Drive
Asheville, NC 28801
Phone. [phone]
DATE: 05/01/00 Fax:[phone]
PAGE: 1
Pace Project Number: 9312080
Client Project ID: Land;",4ppl� icaton-Sladge =
Pace Sample No: 93522449 _ _ _ _ Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: AERO BIC`_DIG.E_STER SLUDGES Date Received: Q04/�04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
-------------------------------------------------------------- -------- ----- ---------- ----------
Metal s
Meta_I1CP, trace -level
Method: EPA 6010
Prep
Method: EPA 3050
Arsenic
ND
mg/kg
50
04/19/00
TRW
7440-38-2
Cadmium
5.2
mg/kg
5
04/19/00
TRW
7440-43-9
Calcium
33000
mg/kg
500
04/19/00
TRW
7440-70-2
Chromium
ND
mg/kg
25
04/19/00
TRW
7440-47-3
Copper
110
mg/kg
25
04/19/00
TRW
7440-50-8
Lead
52
mg/kg
50
04/19/00
TRW
7439-92-1
Magnesium
3100
mg/kg
500
04/19/00
TRW
7439-95-4
Molybdenum
ND
mg/kg
25
04/19/00
TRW
7439-98-7
Nickel
ND
mg/kg
25
04/19/00
TRW
7440-02-0
Potassium
4100
mg/kg
2500
04/19/00
TRW
7440-09-7
Sodium
3200
mg/kg
1300
04/19/00
TRW
7440-23-5
Zinc
310
mg/kg
100
04/19/00
TRW
7440-66.6
Date Digested
04/13/00
Mercury, CVAAS
Method: EPA 7471
Prep
Method: EPA 7471
Mercury
1.6
mg/kg
1
04/18/00
TRW
7439-97-6
Selenium, AAS Furnace
Method: EPA.7740
Prep
Method: EPA 3050
Selenium
ND
mg/kg
25
04/20/00
TRW
7782-49-2
Date Digested
04/13/00
Wet Chemistry
Percent Moisture
Percent Moisture
Method: X Moisture Prep Method:
98.0 X 04/07/00 JMS
Laboratory Certification IDS . REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
e Analytical T M 54 R Drive
Ashevillevine,, NC
28801
Phone: [phone]
DATE: 05/01/00 Fax:[phone]
PAGE: 2
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Pace Sample No: 93522449 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: AEROBIC DIGESTER SLUDGE Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
---------------------------------------------------------------------- ----- ---------- ----------
Total Percent Solids Method: EPA 160.3 Prep Method: EPA 160.3
Percent Solids 2.0 % 04/07/00 JMS
Volatile Suspended Solids
Total Volatile Solids
Chloride(Mercuric Nitrate)
Chloride
Ammonia, Soil
Nitrogen, Ammonia
Total Kjeldahl Nitrogen. Soil
Nitrogen, Kjeldahl, Total
Nitrogen, Nitrate plus Nitrite
Nitrate -Nitrite (as N)
Phosphorus, Total, Soil
Phosphorus
Sulfate, Total, Soil
Sulfate
pH, Soil
pH
Plant Available Nitrogen
Nitrogen
SOUR
Method: EPA 160.4
Prep
Method:
EPA
160.4
13200 mg/l
50.5
04/10/00
JMS
Method: EPA 325.3
Prep
Method:
EPA
325.3
2200 mg/kg
1300
04/10/00
MPS
Method: EPA 350.3
Prep
Method:
EPA
350.3
36900 mg/kg
505
04/12/00
AAB
7727-37-9
Method: EPA 351.2
Prep
Method:
EPA
351.2
48000 mg/kg
252
04/14/00
JDA
Method: EPA 353.2
Prep
Method:
EPA
353.2
250 mg/kg
250
04/14/00
JDA
7727-37-9
Method: EPA 365.2
Prep
Method:
EPA
365.2
13700 mg/kg
631
04/12/00
AAB
7723-14-0
Method: EPA 375.4
Prep
Method:
EPA
375.4
11000 mg/kg
6300
04/11/00
AAB
Method: EPA 9045
Prep
Method:
EPA
9045
6.87 units
0
04/19/00
AAB
Method:
Prep
Method:
22000 mg/kg
1
04/17/00
JDA
7727-37-9
Method: Standard
Methods
Prep
Method:
Standard Methods
NO mg/g/hr
1
04/13/00
JDA
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

aceAnalytical"
DATE: 05/01/00
PAGE: 3
Pace Project Nurber: 9312080
Client Project ID: Land Application sludge
Pace Sample No: 93522456 Date Collected: 04/04/00 Matrix: Soil
Client Sarple ID: AEROBIC DIGESTCR SLUDGE-TCLP Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CASK Footnotes
------------------------------------------------------------------- ----- ---------- ----------
Inorganics Prep
RCRA Metals, ICP, TCLP Leach
Date Digested
Metals
RCRA Metals, ICP, TCLP Leach.
Bariun
Cadmium
Chraniun
Lead
Silver
Date Digested
Arsenic, AAS Furnace, TCLP
Arsenic
Date Digested
Mercury, CVAAS, TCLP Leachate
Mercury
Seleniun, AAS Furnace, TCLP
Seri un
Date Digested
Wet Chanistry
Percent Moisture
Percent Moisture
Method: EPA 6010
Method: EPA 6010
0.370 ng/l 0.1
ND ng/l 0.01
ND ng/l 0.02
ND aWL 0.1
ND ng/l 0.05
Method: EPA 7060
NO ng/l 0.01
Method: EPA 7470
ND mg/L 0.0002
Method: EPA 7740
ND au/l 0.005
Method: % Moisture
99.0
Prep Meth:d: EPA 1311
04/ 14/00
Prep McVud: EPA 3010
04/19/00
TRW
7440-39-3
04/19/00
TRW
7440-43-9
04/19/00
TRW
7440-47-3
04/19/00
TRW
7439-92-1
04/19/00
TRW
7440-22-4
04/18/00
Prep Method: EPA 3020
04/19/00 TRW 7440-38-2
04/24AD
Prep Method: EPA 7470
04/18/00 TRW 7439-97-6
Prep Method: EPA 3020
04/26/00 TRW 7782-49-2
04/24/00
Prep Method:
04/07/00 JMS
11
Pace Analytical Services, Inc.
54 Ravenscroft Drive
Asheville, NC 28801
Phone: [phone]
Fax: [phone]
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

aceAnalytical
Pace Analytical Services, Inc.
54 Ravenscro(t Drive
Asheville, NC 28801
Phone: [phone]
DATE: 05/01/00 Fax.[phone]
PAGE: 4
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Pace Sample No: 93522464 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: FEC COL #1 Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
---------------------------------------------------------------------- ----- ---------- ----------
Wet Chemistry
Percent Moisture Method: X Moisture Prep Method:
Percent Moisture 99.0 % 04/07/00 JMS
Fecal Coliform MPN Solid Method: SM 9221B/E Prep Method: SM 922113/E
Feral Coliform�y x11r�W0_1 2 04/05/00 JMD
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
eAnalytical' 54RDrive
Ashevilleville,, NC
28801
Phone: [phone]
DATE: 05/01/00 Fax:[phone]
PAGE: 5
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Pace Sample No: 93522472 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: FEC COL #2 Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
---------------------------------------------------------------------- ----- ---------- ----------
Wet Chemistry
Percent Moisture
Percent Moisture
Fecal Coliform MPN Solid
F,ec"iCol 'for:mI
Method: X Moisture
99.0 X
Method LSM392218/E._'
1135 2
Prep Method:
04/07/00 JMS
Prep Method: SM 922113/E
04/05/00 JMD
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
e Analytical' 54 RDrive
Asheville,ville, NC
28801
Phone: [phone]
DATE: 05/01/00 Fax:[phone]
PAGE: 6
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Pace Sample No: 93522480 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: FEC COL #3 Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
---------------------------------------=------------------------------ ----- ---------- ----------
Wet Chemistry
Percent Moisture
Percent Moisture
Fecal Coliform MPN Solid
Fecal Coliform
Method: X Moisture
99.0 X
Method: SM 9221B/E
45000 2
Prep Method:
04/07/00 JMS
Prep Method: SM 9221B/E
04/05/00 JMD
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
e Analytical' 54 R roft Drive
Asheville,
NC 28801
Phone: [phone]
DATE: 05/01/00 Fax:[phone]
PAGE: 7
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Pace Sample No: 93522498 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: FEC COL #4 Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
---------------------------------------------------------------------- ----- ---------- ----------
Wet Chemistry
Percent Moisture
Percent Moisture
Fecal Coliform MPN Solid
Fecal Coliform
Method: X Moisture
99.0 X
Method: SM 92216/E
55000 2
Prep Method:
04/07/00 JMS
Prep Method: SM 92218/E
04/05/00 JMD
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
e Analytical TM
M 54 R Drive
Ashevillevine,, NC
28801
Phone: [phone]
DATE: 05/O1/00 Fax:[phone]
PAGE: 8
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Pace Sample No: 93522506 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: FEC COL #5 Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
---------------------------------------------------------------------- ----- ---------- ----------
Wet Chemistry
Percent Moisture
Percent Moisture
Fecal Coliform MPN Solid
Fecal Coliform
Method: % Moisture
99.0 %
Method: SM 92218/E
45000 2
Prep Method:
04/07/00 JMS
Prep Method: SM 92218/E
04/05/00 JMD
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
54 Ravenscroft Drive
Mall rticalTM Asheville, NC28801
Phone: [phone]
DATE: 05/01/00 Fax-,828.252.4618
PAGE: 9
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Pace Sample No: 93522514 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: FEC COL #6 Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
---------------------------------------------------------------------- ----- ---------- ----------
Wet Chemistry
Percent Moisture
Percent Moisture
Fecal Coliform MPN Solid
Fecal Coliform
Method: X Moisture
99.0 X
Method: SM 9221B/E
20000 2
Prep Method:
04/07/00 JMS
Prep Method: SM 9221B/E
04/05/00 JMD
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

Pace Analytical Services, Inc.
e Analytical T M 54 R vine, C Drive
Asheville, NC2880i
Phone: [phone]
DATE: 05/01/00 Fax.[phone]
PAGE: 10
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Pace Sample No: 93522522 Date Collected: 04/04/00 Matrix: Soil
Client Sample ID: FEC COL #7 Date Received: 04/04/00
Parameters Results Units PRL Analyzed Analyst CAS# Footnotes
---------------------------------------------------------------------- ----- ---------- ----------
Wet Chemistry
Percent Moisture
Percent Moisture
Fecal Coliform MPN Solid
Fecal Coliform
Method: X Moisture
99.0 X
Method: SM 92218/E
40000 2
Prep Method:
04/07/00 JMS
Prep Method: SM 92218/E
04/05/00 JMD
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

aceAnalytical"
PARAMETER FOOTNOTES
ND Not Detected
NC Not Calculable
PRL Pace Reporting Limit
Ill Results reported from Trace -metals ICP analysis.
Pace Analytical Services, Inc.
54 Ravenscroft Drive
Asheville, NC 28801
Phone: [phone]
DATE: 05/01/00 Fax:[phone]
PAGE: 11
Pace Project Number: 9312080
Client Project ID: Land Application Sludge
Laboratory Certification IDs REPORT OF LABORATORY ANALYSIS Laboratory Certification IDs
NC Wastewater 40 TN Drinking Water 02980
NC Drinking Water 37712 This report shall not be reproduced, except in full, SC Environmental 99030
without the written consent of Pace Analytical Services, Inc.

F lCO to G r% I I C1110 V a 0 li Q■
'he Right Chemistry, The Right Solution"
The Chain -of -Custody is a LEGAL DOCUMENT. All relevant fields must be completed accurately.
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Project Manager:
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subject to
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Valid Matrix Codes
CODE
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MATRIX
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Sample Condition
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Time Accepted By Company
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Sealed Cooler:
Y / N
Samples Intact:
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Additional Comments: j (. r. D I �' ��
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.2

FAX
Date: of o y 0 o
To: ( 1/1
.23 s�-
Fax Number. 4- ra-ems
40
NCDENR
North Carolina Department of
Environment and Natural Resources
Mooresville Regional Office
919 North Main Street
Mooresville, North Carolina 28115
Phone; 704/663-1699
Fax; 704/663-6040
From: f &
Div/Section: kJ Q
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Number of pages (Ind. cvr)
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I hearby grant
Adjoining Landowner Waiver of Buffer Zone
permission to waive the required:
property line buffer zone of 50 feet to feet for municipal sludge
application adjacent to my property.
residence or public assembly buffer zone of 400 feet to 100 feet.
Date
Site identification
Permit # WQ
Signature
Print name

w 6) OL I 3 �,
GROUNDWATER SE 10 GW 0ooq�,
DIVISION OF ENVIRONMENTAL i It
RECORD OF WASTE DISPOSAL PERMIT APPLICATION REVIEW
I �1
1EVIEW BY -[ u.^�„ �' /(,7/ DATE OC?0 FIELD INVESTIGATION? (Y/0).
AGILITY NAME ipn c �E6r l r�n�'rnc�,S COUNTY G [C-V l tcn d
IOCAT]ON c256_16 BOCK- Y . !mod �%i i ncti�ntrrrlG�S !J C cZ2501 7
YPE OF DISPOSAL SYSTEM (LAGOON, ETC.) VN/WTE - SI ur_fc.e DESIGN CAP. (GPD) /a35
IESCRIPTION OF FACILITY We 'VV T
IZ)IZE OF IMPOUNDMENT FT. SQ.) —&4&R-SIZE OF APPLICATION AREA 50,S � A cv-es
WAS :E SOURCE: UN. SLUDGE MUN. W. WATER: PRIMARY SECONDARY TERTIARY
IND. SLUDGE IND. WELL WATER —OTHERS:
DISTANCE FROM WASTE SOURCE TO NEAREST: STREAM
FOR WELL: TYPE OF USE , DEPTH.
i WHAT DESIGN CONDITIONS WIL REDUC INCREASE CHANCE OF
1
WHAT NATURAL SITE CONDITIONS WIL EDUC NCREA
FT., WELL FT.
_PUMP RATE (EST.)
CONTAMINATION:(ct afc�dCa L
E CHANCE OF GW CONTAMINATION:/
DEPTH TO: BEDROCK = F T ., SEASONAL HIGH W.T. % �u r! p� FT., ANNUAL W.T. FLUX r lj .
SURFICIAL AQUIFER BEDROCK/ARTESIAN AQUIFER
GEN. LITHOLOGY
HYD. COND. F T .IDAY ❑ MEASURED / FT CI MEASURED,
ESTIMATED ❑ ESTIMA i cD
THICKNESS FT.
NO. OF MONITER WELLS: PROPOSED: UP C�
FROM WORKSHE= i� : SITE NUMSPICAL DESCRIPTION=
DOWN a ; EXISTING: UP DOWN=
T 1 2 3 4 5 6 6A 6B
SITt GRADE" (HYDROGEOL.) _ I SITUATION GRADE=
ROPOSED SAMPLING SCHEDULE & PARAMETER(S): n/ 4'
HAVE I HERE BEEN ANY EXCEEDANCES OF THE GROUNDWATER STANDARDS? YES N0y
HA' S ANY ENFORCE MEN T ACTION BEEN TAKEN? YES NO DATE OF ACTION:
SRIEF SUMMARY OF ENFORCEMENT ACTION TAKEN: H't
REMARKS/ RECOMMENDATIONS (Continue on reverse, ii necessary): - &Tu nttt & a*
/l�/ ��_ _li��Zl`� 7.�iu�IxF✓ �t,�C,::% �� : �'�E� % .����� /.-�,�us.�-� /-��l�i,� r i
Pevis=d 04/9c .'REGIPERVISOR // f

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
4 October 1999
l0l /113M, iWX
To: Kim Colson
Water Quality Section
Through: Ted Bush
From: Derek Van Lewis iz
Subject: Town of Boiling Springs
Land Application of Biosolid Residuals
Cleveland County
Permit No. WQ0017442/GW99177
Shannon Thornburg: SERG Review Engineer
The Groundwater Section has reviewed the new permit request for the land application of
residual biosolids listed above. The permit application consists of a single site, divided into three
fields, totaling 50.85 acres (outlined below).,
Review of the proposed application area indicates that the soil types and site conditions
present are acceptable for land application. All the soils present are well drained and contain
significant clay concentrations which will aid in the bio-remediation and immobilization of the
residuals being applied. Residuals, shall be surface applied over a cover crop of fescue.
The site occurs in a rural setting and will be properly buffered away from any existing
dwellings. No wells exist on or within 500 feet of the site boundaries. No monitoring is
recommended, at this time, since the application of residuals on these sites will pose little risk to
the groundwater resources of the state. The Groundwater Section, therefore, recommends the
renewal of this permit with the following conditions.

*1. The application areas covered by this permit are limited to the following:
Site No./Field. Owner /Operator Count Area (acres)
1(3 fields) Carl B. Brooks Cleveland 50.85
Total Approved Application Area: 50.85 acres
*2. No land application of waste shall be undertaken when the water table is less than
three feet below land surface.
3. The COMPLIANCE BOUNDARY for the disposal system is specified by
regulations in 15A NCAC 2L, Groundwater Classifications and Standards. The
Compliance Boundary is for the disposal system individually permitted after
December 31, 1983, is established at either (1) 250 feet from the waste disposal
area, or (2) 50 feet within the property boundary, whichever is closest to the waste
disposal area. An exceedance of Groundwater Quality Standards at or beyond the
Compliance Boundary is subject to immediate remediation action in addition to
the penalty provisions applicable under General Statute 143-215.6A(a)(1).
4. In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is established
around the disposal system midway between the Compliance Boundary and the
perimeter of the waste disposal area. Any exceedance of standards at the Review
Boundary shall require remediation action on the part of the permittee.
5. Any additional groundwater quality monitoring, as deemed necessary by the
Division, shall be provided.
*Denotes different language than the shell document.
cc: Barbara Christian
Permit Files
Enclosure:
Site Maps

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�37 (BOILING SPRINGS SOUTH) -38 .39 Q ' G�ffNfr,S c..Mr '40
to.
'36 465I II NW
SCALE 1:24 000
1 0 1 MILE
1 2
1000 0 1000 2000 3000 4000 5000 6000 mo FEET
F=-----
1 0 1 KIlOMf1ER

GRAPHIC SCALE
1 400'
400 0 400 800
LEGEND
❑ HOUSE
USEABLE AREA
NOTE ME PARM LAVES AND ROWS SM*N ON RZ MW WV?f
&GIMED FROM CLEMAND VOWY TAX AMP I FJA 1972.
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