WQ0010583_Regional Office Historical File Pre 2016

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
`Division of Water Resources
Water Quality Programs
Regional Staff Report
October 1, 2015
To: Central Office—Water Quality Permitting Section Application No.: WQ0010583
Attn: Troy Doby,Non-Discharge Permitting Unit Permittee: Davie Co Public Utilities
From: Patrick Mitchell Winston-Salem Regional Office Davie County
I. GENERAL SITE VISIT INFORMATION
1. Was a site visit conducted? ® Yes or❑No
a. Date of site visit: September 25,2015
b. Site visit conducted by: P. Mitchell
c. Inspection report attached? ❑ Yes or® No
d. Person contacted: Roy Whitaker(EMA) and their contact information: (336)909- 1718 ext.
e. Driving directions: See file.
II. FACILITY AND APPLICATION INFORMATION
1. Are there appropriately certified Operators in Charge (ORCs) for the facility? ® Yes ❑No ❑N/A
ORC: Roy Whitaker Certificate#:LA-13283 Backup ORC: Brent Collins Certificate#:LA-27651
2. Are the design, maintenance and operation of the treatment facilities adequate for the type of waste and disposal
system? ® Yes ❑No❑N/A- If no, please explain below in Section IV. Review Items
3. Are the site conditions (e.g., soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? ® Yes ❑No ❑N/A - If no, please explain below in Section IV. Review Items
4. Has the site changed in any way that may affect the permit(e.g., drainage added, new wells inside the compliance
boundary,new development, etc.)? ❑ Yes or®No- If yes, please explain below in Section IV. Review Items
5. Is the residuals management plan adequate? Z Yes or❑No Ifn,o, please explain below in Section IV. Review
Items
6. Are the existing application rates(e.g., hydraulic, nutrient) still acceptable? ® Yes ❑ No ®N/A - If no,please
explain below in Section IV. Review Items
7. Is the existing groundwater monitoring program adequate? ❑ Yes ❑No ®N/A
If no, explain and recommend any changes to the groundwater monitoring program below in Section IV. Review
Items
8. Are there any setback conflicts for existing treatment, storage and disposal sites? ❑ Yes or®No
If yes, provide comments below attach a map showing conflict areas.
9. Is the description of the facilities as written in the existing permit correct? ® Yes or❑No - If no, please
explain below in Section IV. Review Items
10. Were monitoring wells properly constructed and located? ❑ Yes ❑No ®N/A If no, please explain below in
Section IV. Review Items.
11. Are the monitoring well coordinates correct in BIMS? ❑ Yes ❑No ®N/A
12. Has a review of all self-monitoring data been conducted(e.g.,NDMR,NDAR, GW)? ® Yes ❑No ❑N/A
Please summarize any findings resulting from this review below in Section N. Review Items.
FORM: APSRSR 04-10 iligallar.
Page 1 of 2

13. Are there any permit changes needed in order to address ongoing BIMS violations? ❑ Yes or®No
If yes, please explain below in Section IV. Review Items.
14. Check all that apply:
®No compliance issues ❑ Current enforcement action(s) ❑ Currently under JOC
❑Notice(s)of violation ❑ Currently under SOC ❑ Currently under moratorium
Please explain and attach any documents that may help clarify answer/comments(i.e.,NOV,NOD, etc.)
15. Have all compliance dates/conditions in the existing permit been satisfied? ®Yes ❑No ❑ N/A
If no, please explain below in Section IV. Review Items.
16. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit?
n Yes ®No ❑N/A
If yes, please explain below in Section IV. Review Items.
III.REGIONAL OFFICE RECOMMENDATIONS
1. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes or®No
If yes,please explain:
2. List any items that you would like APS Central Office to obtain through an additional information request:
•
3. List specific permit conditions recommended to be removed from the permit when issued:
•
4. List specific special conditions or compliance schedules recommended to be included in the permit when issued:
•
5. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office
❑ Hold, pending review of draft permit by regional office
❑ Issue upon receipt of needed additional information
® Issue
❑ Deny(Please state reasons: )
6. Signature of report preparers i'c
Signature of regional supervisor: f 0t..r.'/5�
Date: October 1, 2015
IV. ADDITIONAL REGIONAL STAFF REVIEW ITEMS
• There were no significant changes in the sites or the site maps for these transfers. The only changes noted
were in the acreage for some fields... This was attributed to more accurate mapping.
FORM:APSRSR 04-10 Page 2 of 2

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State of North Carolina
PrWRDepartment of Environmental Quality
Division of Water Resources
WATER QUALITY REGIONAL OPERATIONS SECTION
Division of Water Resources NON-DISCHARGE APPLICATION REVIEW REQUEST FORM
September 28,2015
To: V # _� > yBIl j /`:43herri Knight
From: Troy Doby, Water Quality Permitting Section -Non-Discharge Permitting Unit
Permit Number: WQ0010583 Permit Type: Land Application of Residual Solids (503)
Applicant: Davie County Public Utilities Project Type: Renewal with Major Modification
Owner Type: County Owner in BIMS? Yes
Facility Name: Davie County RLAP Facility in BIMS?Yes
Fee Category: Non-Discharge Minor Fee Amount: $245 - Major Modification
Comments/Other Information:
Attached, you will find all information submitted in support of the above-referenced application for your review.
comment, and/or action. Within 45 calendar days. please take the following actions:
® Return this form completed. ® Return a completed staff report.
❑ Attach an Attachment B for Certification. ❑ Issue an Attachment B Certification.
When you receive this request form, please write your name and dates in the spaces below, make a copy of this sheet. and
return it to the appropriate Central Office Water Quality Permitting Section contact person listed above.
RO-WQROS Reviewer: q h I G e i Date: _
FORM: WQROSNDARR 09-15 Page 1 of 1

North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
September 28, 2015
JOHNNY LAMBERT—UTILITIES DIRECTOR
DAVIE COUNTY PUBLIC UTILITIES
123 SOUTH MAIN STREET
MOCKSVILLE.NORTH CAROLINA 27028
Subject: Acknowledgement of
Application No. WQ0010583
Davie County RLAP
Residuals Management System
Davie Count'
Dear Mr. Lambert:
The Water Quality Permitting Section acknowledges receipt of your permit application and
supporting documentation received on September 25, 2015. Your application package has been assigned
the number listed above, and the primary reviewer is Trov Doby.
Central and Regional Office staff will perform a detailed review of the provided application. and
may contact you with a request for additional information. To ensure maximum efficiency in processing
permit applications, the Division of Water Resources requests your assistance in providing a timely and
complete response to any additional information requests.
Please note that processing standard review permit applications may take as long as 60 to 90 days
after receipt of a complete application. If on have any questions. please contact
Troy Doby at [phone] or troy.dobynncdenr.gov
Sincerely.
Nathaniel D. Thornburg. Supervisor
Division of Water Resources
cc: =j-
Permit File WQ0010583
;.0 'Wei:%J.L

AVA
NCDENR
North Carolina Department of Environmental Quality
Pat McCrory Donald R. van der Vaart
Governor Secretary
September 21,2015
Mr. Johnny Lambert, Public Utilities Director
Davie County Public Utilities
261 Chaffin Street
Mocksville,NC 27028
Subject: Compliance Evaluation Inspection
Davie County Public Utilities, Cooleemee WWTP
Permit No. WQ0010583
Davie County
Dear Mr. Lambert:
On September 18, 2015 staff from the Division of Water Resources (DWR) performed a
compliance inspection of the Davie County, Cooleemee WWTP residual land application program.
Enclosed is the compliance inspection report for this inspection. This inspection consisted of the
residuals generating facility review only. The land application event fields were not visited during
this inspection. Review of the WWTP reflects compliance with permit WQ0010583. However
during the inspection it was noted that neither a copy of the permit nor the last 5 years of annual
reports or current sample results were available onsite. Please attain and keep these documents
onsite at all times.
If you or your staff have any questions, please contact Michael Shepherd or me at [phone].
Sincerely,
W. Corey Basinger
Regional Supervisor
Water Quality Regional Operations
Division of Water Resources, NC DENR
Enc.: Compliance Inspection Report
cc: Brent Collins,EMA Resources,Inc.,755 Yadkinville Rd.,Mocksville,NC 27028
Davie County Health Department
DWR CO—Permit File WQ0010583
OMINiairiftWie
Winston-Salem Regional Office
450 West Hanes Mill Road,Suite 300, Winston-Salem,North Carolina 27105
Phone:[phone]\FAX:[phone] Customer Service 1-877-623-6748
Internet:www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer-Made in part by recycled paper

Compliance Inspection Report
Permit: WQ0010583 Effective: 01/21/08 Expiration: 12/31/16 Owner: Davie County Public Utilities
SOC: Effective: Expiration: Facility: Davie County Residuals Land Application Program
County: Davie 123 S Main St
Region: Winston-Salem
Mocksville NC 27028
Contact Person: Roy L Whitaker Title: Phone: [phone]
Directions to Facility:
System Classifications: LA,
Primary ORC: Roy L Whitaker Certification: 13283 Phone: [phone]
Secondary ORC(s):
On-Site Representative(s):
Related Permits:
Inspection Date: 09/18/2015 Entry Time: 09:30AM Exit Time: 10:05AM
Primary Inspector: Michael Shepherd 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 El Not Compliant
Question Areas:
II Miscellaneous Questions Record Keeping IIII Treatment
• Sampling III Pathogen and Vector Attraction • Storage
(See attachment summary)
Page: 1

Permit: W00010583 Owner-Facility:Davie County Public Utilities
Inspection Date: 09/18/2015 Inspection Type:Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
An inspection of the Cooleemmee WWfP was conducted on September 18,2015. Accompanying DWR on the inspection
was Tim Smith, plant manager with Davie County Public Utilities. Inspection of the land application field sites or event was
not reviewed as part of this inspection. No land application has occurred since spring 2014, although Roy Whitaker with
EMA Resources indicates that a land application event is planned with in the next month. Review of the WWTP reflects
compliance with permit WQ0010583, although a copy of the permit nor the last 5 years of annual report or current sample
results was not available onsite. Please attain and keep these documents onsite at all times.
Page: 2

North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Section
NON-DISCHARGE COMPLIANCE INSPECTION REPORT
CLASS B RESIDUALS LAND APPLICATION
General Information
Facility Name: Davie County, Cooleemee WWTP County: Davie
Permit No.: WQ0010583 Permit Issuance Date:
Owner: Davie County Permit Expiration Date:
Plant ORC Name: Tim Smith Telephone No.:284-6680
LA ORC/Contract Company: EMA Telephone No.:
Other Contact(s): Roy Whitaker Telephone No.: 751-1441
Facility Location(address,gps or directions):HWY 801
Reason for Inspection
® ROUTINE ❑ FOLLOW-UP ❑ COMPLAINT ❑ PERMITTING ❑ Other:
Comments (attach additional pages as necessary)
Is a follow-up inspection necessary? ❑ Yes ❑ No
Primary Inspector: Michael Shepherd Secondary Inspector:
Date of Inspection: September 18,2015 Entry Time: 0'3v Exit Time: lO GSA

Non-Discharge Compliance Inspection Report
Residuals Generating Facility
Was the residuals generating facility inspected? ® Yes ❑No
Residuals Storage:
Describe storage:_1.5 Million gal
Number of days/weeks/months of storage: 4. 3 s, r-5
Residuals Sampling: Y N NA NE
Is sampling adequate and representative? g- ❑ ❑ ❑
Describe Sampling: Grab
Transport Vehicle: Y N NA NE
Is transport occurring at time of inspection? ❑ ❑ ❑
Are necessary records(i.e. permit&spill plan)present in vehicle?ID of observed vehicle(s): ❑ j El®
Record Keeping and Reporting Information: Y N 4d,,a NA NE
Is current permit and prior annual reports available upon request? ❑ [ ❑
Has the facility been free of public complaints for the last 12 months? ® El
TCLP analysis conducted and results available? Frequency?® 1/yr or ❑ 1/permit cycle ❑ ❑ ❑
Residuals metals and nutrient analysis conducted?Frequency?annual(See permit for frequency)❑ ❑ ❑ -J
Nutrient and metals loading calculations?(to determine most limiting parameter) ❑ ❑ ❑
Do lab sheets support data reported on Residuals Analysis Summary? ❑ ❑ ❑
Are PAN balance records available and within permit limits? ❑ ❑ ❑ F
Are there nutrient(crop)removal practices in place? ❑ ❑ ❑
Are hauling records available?(gal and/or tons hauled during calendar year to date) ❑ ❑ ❑ ® kas
Are field loading records available? ❑ ❑ ❑
Are field inspections conducted and are records available? ❑ ❑ El ��(1rt►�"�4
Are soil sample results available? ❑ ❑ ❑
Did soil results call for lime amendment? If so,are there records of application? ❑ ❑ ❑
Soil results indicate that Cu&Zn indices are<3,000 (ideally<2,000)? ❑ ❑ LI
Soil results indicate Na<0.5 meq/100 cm3,and Exchangeable Sodium Percentage(ESP)<15%? ❑ ❑ ❑ 0
Does the permit require groundwater monitoring? ❑ El
Are groundwater lab results present? ❑ ❑ ® ❑
There are no 2L GW standard violations indicated in the lab results? ❑ ❑ ® ❑
Pathogen and Vector Attraction Reduction Records
Pathogen Reduction:
Which Alternative was used to demonstrate compliance?
® Alternative 1 Fecal Coliform Density
❑Alternative 2 Process to Significantly Reduce Pathogens (5 options)
❑ Alternative 3 Use of Equivalent to RSRP(Not commonly used-See White House Manual)
If Alternative 2 was used, select which Option was utilized and complete the section below.
❑ Option 1 -Aerobic Digestion Y N NA NE
Are logs present showing time and temperature? ❑ ❑ ® ❑
Was the time&temp.between 40 days at 68°F(20°C)and 60 days at 59° F(15°C)? ❑ ❑ ® ❑
❑ Option 2 -Air Drying
❑ Option 3 -Anaerobic Digestion
Are logs present showing time and temperature? ❑ ❑ ® ❑
Was the time&temp.between 15 days at 95°F— 131°F(35°-55°C)and
60 days at>68°F(20°C)? ❑ ❑ ® ❑
❑ Option 4—Composting(Not commonly used-See White House Manual)
❑ Option 5 -Lime Stabilization
Are logs present showing time and temperature? ❑ ❑ ® ❑
Was the pH raised to>12 after two hrs of contact? ❑ ❑ ® ❑
Was the temperature corrected to 25°C(77°F)(by calculation,NOT auto correct)? ❑ ❑ ® ❑
Page 2 of 5

Non-Discharge Compliance Inspection Report
Vector Attraction Reduction:
Select which Option was used to demonstrate compliance and complete answer associated questions.
El Option 1 -38%Volatile Solids Reduction Y N NA NE
Are lab results and calculations present? El El ® ❑
Was the reduction on volatile solids(not total solids)? El ❑ ® ❑
Were samples collected at correct locations? ❑ ❑ ® ❑
(beginning of digestion process&before land application)
Was there a>38%reduction? El El ® ❑
❑ Option 2-40-Day Bench Scale Test Y N NA NE
Were residuals from anaerobic digestion? ❑ El ® ❑
Are lab results and calculations present? El El ® ❑
Was the test anaerobically digested in lab,and test run for 40 days? El El ® ❑
Was the test done between 30°C(86°F)and 37°C(99°F)? ❑ El ® ❑
Was the reduction of on volatile solids(not total solids)? ❑ ❑ ® ❑
Was the reduction less than 17%? ❑ El ® ❑
® Option 3 -30-Day Bench Scale Test Y N NA NE
Were residuals from aerobic digestion? ❑ El El
Are lab results and calculations present? El El ❑
Were residuals 2%or less total solids? ❑ ❑ El ® ��
If not 2%total solids,was the test ran on a sample diluted to 2%
with unchlorinated effluent? ❑ El ❑ X QJ 'S
Was the test run for 30 days?
Was the test done at 20°C(68°F)? ❑ ❑ El
Was the reduction of on volatile solids(not total solids)? ❑ ❑ El ® ,ems
Was the reduction less than 15%? ❑ ❑ El me
❑ Option 4-Specific Oxygen Uptake Rate(SOUR Test) Y N NA NE
Were residuals form aerobic digestion? ❑ ❑ ® El
Were residuals<2%total solids(dry weight basis)(not diluted)? El El ® El
Was the test done between 10°C(50°F)and 30°C(86°F)? El ❑ ® ❑
Was the temperature corrected to 20°C(68°F)? El ❑ ® El
Was the sampling holding time<2 hours? El ❑ Z El
Was the test started within 15 minutes of sampling or aeration maintained? El ❑ ® ❑
Was the SOUR equal to or less than 1.5 mg of oxygen per hour per gram of
total residual solids(dry weight basis)? ❑ El ® ❑
El Option 5 - 14-Day Aerobic Process Y N NA NE
Were the residuals from aerobic digestion? El ❑ ® ❑
Was the average residuals temperature higher than 45°C(113°F)? El ❑ ® El
Were the residuals treated for 14 days and temperature maintained higher
than 40°C(104°F)for the 14-day period? El ❑ ® ❑
❑ Option 6-Alkaline Stabilization Y N NA NE
Was the pH of the residuals raised to>12 and maintained for two hours
without addition of more alkali? ❑ ❑ ® ❑
Did the pH of residuals remain at>11.5 an additional twenty-two hours
without the addition of more alkali? ❑ ❑ ® ❑
Was the pH corrected to 25°C(77°F) (by calculation,NOT auto correct)? ❑ ❑ ® El
❑ Option 7 -Drying of Stabilized Residuals Y N NA NE
The residuals do not contain unstabilized residuals? El ❑ Z El
Were the residuals mixed with any other materials? ❑ El ® El
Were the residuals dried>75%total solids? El El ® El
El Option 8 -Drying of Unstabilized Residuals Y N NA NE
Were the residuals mixed with any other materials? El El ® El
Were the residuals dried>90%total solids? ❑ El ® El
Page 3 of 5

Non-Discharge Compliance Inspection Report
❑Option 9/10—Injection/Incorporation of Residuals(Not commonly used-See White House Manual)
Land Application Site(s)
Were application site(s)inspected? If so,please list Site ID(s) below. ❑ Yes -No
Application Site ID(s):
Is application occurring at the time of inspection? If no,note the date of the last event: 57 2011 ❑ Yes M-No
Weather Conditions:
❑ Sunny ❑ Partly Cloudy ❑ Cloudy ❑Overcast ❑ Stormy
❑ Windy (wind direction: ) ❑ Breeze ❑ Calm
❑No Precipitation ❑ Drizzle ❑ Rain ❑ Cloudburst (If applicable,precipitation measurement: )
Is there a rain gauge onsite? ❑ Yes ❑No
Weather Notes(i.e. Significant Changes, Forecasts, etc):
Temp. (°F): ❑ <32 ❑ 32—40 ❑ 40—60 ❑ 60—80 ❑>80
Was the Division notified of the application event(s)? ❑ Yes ❑No
Permit and Spill Plan onsite during application? ❑ Yes ❑No
Application Observations: [Type of application: ❑ Liquid ❑ Cake ❑ Other
Page 4 of 5

Non-Discharge Compliance Inspection Report
Application Site—Field ID(s): - Application Site—Field ID(s):
Intended Crop: - PAN Requirement: lbs/ac Intended Crop: PAN Requirement: ' lbs/ac
Application Rate(gallons/acre): Application Rate(gallons/acre):
Nutrient to Nutrient Content:
Application occu •- . time of visit: ❑Yes❑No Application occurring at time of visit: I Yes❑No
Application Method: ❑Su -,❑Incorp/Injection Application Method:❑Surface 2 Incorp/Injection
Incorporation/Injection during visit: : Yes❑No❑N/A Incorporation/Injection du • visit:❑Yes❑No❑N/A
Vegetative Buffer description:❑None ■c 7 ❑Crop ❑Shrub Vegetative Buffer des ption: ❑None ❑Grass ❑Crop ❑Shrub
❑Tree ❑Other ['Tree ❑Other
Current Field Conditions: Current Field •nditions:
❑Bare ❑Stubble ❑Planted (crop) 0 P. e ❑Bare tubble ❑Planted (crop) ❑Pasture
Soil Condition: Soil C. ition:
❑Dry ❑Moist ❑Wet ❑Saturated ❑ r ❑Moist ❑Wet ❑Saturated
❑Not-Frozen ❑Frost ❑Frozen ❑Snow-Covered IR ot-Frozen ❑Frost ❑Frozen ❑Snow-Covered
Slope: ❑0-3% ❑3-6% 0 6-10% 0 10-18% ❑>18% Slope: ❑0-3% ❑3-6% 0 6-10% ❑ 10-18% ❑>18%
Odor: ❑None ❑Mild ❑Moderate ❑Strong •'or: 0 None ❑Mild ❑Moderate ❑Strong
Vectors: ❑None ❑Few ❑Many ❑Excessive Vec 'rs: ❑None ❑Few ❑Many ❑Excessive
Application Details: Y N A NE Applic, �onDetails: Y N NA NE
Application areas clearly marked? ❑ I ❑ ❑ Applicati.• areas clearly marked? ❑ ❑ ❑ ❑
Application within authorized area? r ❑ ❑ ❑ Application •ithin authorized area? ❑ ❑ ❑ ❑
Application method appropriate? • ❑ ❑ ❑ Application m• hod appropriate? ❑ ❑ ❑ ❑
Application is even(no ponding)? DODD Application is e -n(no ponding)? ❑ ❑ ❑ ❑
Sufficient setbacks from wells/residences? ❑ ❑ ❑ ❑ Sufficient setback 1 om wells/residences? ❑ ❑ ❑ ❑
Sufficient setbacks from surface waters? ❑ ❑ ❑ ❑ Sufficient setbacks t•m surface waters? ❑ ❑ ❑ ❑
Slopes>10%avoided(Surface App.)? ❑ ❑ ❑ ❑ Slopes>10%avoided urface App.)? ❑ ❑ ❑ ❑
Slopes>18%avoided(Incorp/Inject)? ❑ ❑ ❑ ❑ Slopes>18%avoided(In .rp/Inject)? ❑ ❑ ❑ ❑
Incorp./Injection within time-frame? ❑ ❑ ❑ ❑ Incorp./Injection within ti -frame? ❑ ❑ ❑ ❑
Biosolids visible on surface? ❑ ❑ ❑ ❑ Biosolids visible on surface? ❑ ❑ ❑ ❑
Site Restrictions Y N NA NE Site Restrictions Y N NA NE
Public access is restricted/ gnage present? DODD Public access is restricted/Signage b esent? ❑ ❑ 0 ❑
Grazing restrictions are rt? DODO Grazing restrictions are met? ❑ ❑ ❑ ❑
Transfer of biosolids in permitted area? DODD Transfer of biosolids is in permitted area. ❑ ❑ ❑ ❑
No evidence of s . ow GW? ❑ ❑ ❑ ❑ No evidence of shallow GW? ❑ ❑ ❑ ❑
Sufficient timi. for harvest restrictions? DEOD Sufficient timing for harvest restrictions? ❑ ❑ ❑ ❑
Off Site :nsport Y N NA NE Off Site Transport Y N NA NE
Tracki _is prevented? ❑ ❑ ❑ ❑ Tracking is prevented? ❑ ❑ ❑
Bios ids run-off is prevented? DODO Biosolids run-off is prevented? ❑ ❑ ❑
Wi dblown biosolids prevented? DODD Windblown biosolids prevented? ❑ ❑ ❑ ❑
Vegetative buffers exist? DODD Vegetative buffers exist? ❑ ❑ ❑ ❑
Page 5 of 5

Annual Report Review SOP Class B Land Application
Reporting Period: Z-0/ y
Permit Details: i9A w c (c/o.„ � ��
IP) /k- 4
• Is 503?
• Class A or B? 6
• Maximum Dry Tons Per Year: s 3
• Number of acres permitted: )Z
• Number of fields in permit: -
• Counties that land is permitted for: fn1
• Monitoring Frequency for TCLP:
• Monitoring Frequency for Residuals Analysis: A_K l `
Monitoring Frequency for Pathogen&Vector Attraction Reduction: / `
• Groundwater monitoring: N/A:
1. Annual Land Application Certification Form
• Was a certification form submitted? Ye s
• Was land application conducted during the reported year? s .S Y a e%
How many dry tons and dry tons per acre were applied? IO z, 2 n l
• Were the applications within the permitted amount? ►' 5
• Verify PAN if more than 10 tons/acre?
Did it indicate compliance? Yt t
Was it signed by the appropriate people? Yl
2. Monitoring
Were the analyses conducted at the required frequency? /45
Was an analyses taken for each source that was land applied? ►`s
'` .
• Were the metals analyses reported on the Residual Sampling Summary Form?
• Were the results reported in mg/kg? < c v
• Were the pH's 6.0 or greater for each residual sample? eS
• Were the heavy metals within ceiling concentration permit limits? '('s
Were the lab analyses attached?e
• Were all the required parameters tested? {`(
Was TCLP analysis conducted? j,/ ti
• Were the TLCP contaminants within regulatory limits? 'f 1 t )
• Was a corrosivity, ignitability, and reactivity analysis conducted?
3. Field Summary v
• Were the land application events recorded on the Field Summary Forms? ` f
How many fields were applied on this year? I.
Was a Field Summary Form submitted for each field? 's
• Were all the residuals applied to permitted land? r s
• Were all the residuals applied from permitted sources?
• Were the field loading rates for each metal and PAN calculated(year to date)? �s
• Were the cumulative pollutant loading rates calculated? 4:s
• Were the calculations correct? ;f
• Were the PAN loading rates wit1iin permit limits? YiS
• Were the heavy metal cumulative pollutant loading rates within permit limits? �`S
Were the residuals applied on a suitable crop? j,�5

• Were the applications conducted during the crop's growing season? 1 '
• Were the Field Summary Forms complete? "'s
• Was lime application on Field Summary Form?No lime applied.
4. Pathogen and Vector Attraction Reduction
• Was a signed copy of the Pathogen and Vector Attraction Reduction Form submitted?
• Did the form indicate the period of coverage,the residual class, and the pathogen reduction
alternative and the vector attraction reduction option used?
• Was the appropriate documentation to show pathogen and vector attraction reduction included
in the report?
• Was pathogen and vector attraction reduction demonstrated according to 40 CFR Part 503?
Class B Pathogen Review
Alternative 1 —Fecal Coliform Density '/
• Was the sampling conducted at the required frequency? 7 r S
• Were seven samples taken? rS
• Was the geometric mean calculated and done correctly? 5
• Did the results show compliance(less than either 2,000,000 MPN/gram of total solids or
2,000,000 Colony Forming Units/gram of total solids)? re)
Alternative 2—Use of Process to Significantly Reduce Pathogens(one of five)
• Was the sampling conducted at the required frequency?
. • erobic Digestion
• : it an aerobic process(Inspection)?
• Wer- ogs submitted showing time and temperature?
• Were t-4 peratures within range for complete time period?
• Was the t , e and temperature between 40 days at 20°C (6:°" and 60 days at 15°C
(59°F)?
2. Air Drying
• Were the residuals . sand beds or pave or - saved basins for three months?
• Was the ambient tem s-rature above 0°C °F) for two months?
• Were the residuals part!.. ly digested?
• Were residuals exposed to :tmosp - e during two months above 0°C(not snow
covered)?
3. Anaerobic Digestion
•Was it an anaerobic proc; s(Inspectio ?
•Were logs submitted s'owing time and to • s erature?
•Were temperatures :!thin range for complet- ime period?
•Was the time an. emperature between 15 days .. 35°C (95°F)to 55°C (131°F)and 60
days at 20°C (s :'F)?
4. Compo ing(usually will be Class A when composting • used)
Was it composting procedure(not natural decay under unc.,trolled conditions)?
Wer ogs submitted showing time and temperature?
s the temperature raised to 40
5. Lime Stabilization

• Was line material added to r ' a s a form of lime(hydrated lime, quicklime, lime
containing laindust or fly a
• Were logs submtt4showing time and temperature?
• Was the_pH-raised to er two hours of contact?
• W Bogs submitted showing ' and pH?
• Was temperature corrected to 25°C ( ?
c
Alternative 3 —Use of Processes Equivalent to RSRP
(Not commonly use. See White House Manual page 100-103,tables 11-1 and 11-2.)
Vector Attraction Reduction Review
• Was the sampling conducted at the required frequency?
Option 1 —38%Volatile Solids Reduction
• Was there 38% reduction?
• • ere lab sheets/calculations in report?
• Wa he reduction on volatile solids(not total soli
• Were t' : samples taken at beginning of diges • n process and before application
(Inspection): /
• Were calculate•.s correct?
Option 2—40-Day Ben • Scat: est
• Were residuals from ana- .'oically digested treatment(Inspection)?
• Were residuals anaer..ically I•:.-sted in lab?
• Was the test run . 40 days?
• Was the test .one between 30°C (86°F) . •. 37°C (99°F)?
• Was the •o uction of on volatile solids(not t. : solids)?
• Was -e reduction less than 17%?
• re lab sheets/calculations in report?
ere calculations correct?
Option 3 —30-Day Bench Scale Test
• Were residuals from aerobically digested treatment(Inspection)? /e S
• Were residuals aerobically digested in lab? Y s
• Were residuals 2%or less total solids? Ye $
• If not 2%total solids, was the test ran on a sample diluted to 2%with unchlorinated
effluent?
• Was the test run for 30 days? r s v
• Was the test done at 20°C (68°F)? /' s „
• Was the reduction of on volatile solids(not total solids)? "
• Was the reduction less than 15%? Y '
• Were lab sheets/calculations in report? r
• Were calculations correct? i s
Op • 4—Specific Oxygen Uptake Rate(SO
• Were r 'duals form aerobically dige treatment(Inspection)?
• Were residu %or less tot ids(dry weight basis)(not diluted)?
• Was the test done 0°C (50°F)and 30°C (86°F)?
• Was the temperature correc 20°C (68°F)?
• Was the SOUR equal to or less than . mg of oxygen per hour per gram of total
residual solids(dry weight basis)?

• Was the sampling holding time two hours?
• Was the test started within 15 minutes of sampling or aeration maintained?
Option 5 — 14-Day Aerobic Process
• ere the residuals from aerobically digested treatment(Inspection)?
• -re the residuals treated for 14 days?
• Wa the residuals temperature higher than 40°C (104°F)for a 4-day period? .
• Was t - average residuals temperature higher than 45°C ( °F)?
Option 6—A aline Stabilization
• Was the pH o the residuals raised to 12 or hi:•er by the addition of alkali?
• Did the pH of r-.iduals remain at 12 or hi: r for two hours without the addition of
more alkali?
• Did the pH of resid .ls remain at 11.5 .r higher for an additional twenty-two hours
without the addition o , ore alkali?
• Was the pH corrected t. 5°C (7 'F)?
Option 7—Drying of Stabilize o Residuals
• Does the residuals contai an unstabilized residuals?
• Were the residuals mix;d with . ' other materials?
• Were the residuals dr'-d up to 75' : total solids?
Option 8—Dryin: .f Unstabilized Residuals
• Were the resid.als mixed with any othe aterials?
• Were the res'i uals dried to 90%total soli. ?
Option 9 Injection
• Was t re any significant amount of residuals on .nd surface one hour after injection
(Insp tion)?
• s injection done on pasture or hay field?
• \/as injection done at time that crop was growing?
/• If Class A with respect to pathogen,were residuals injecte. ith eight hours after
/ discharge from pathogen treatment?
5. Soil Tests
• Was a Standard Soil Fertility Analysis conducted for each application field? /"{
• Were the soil pH's 6.0 or greater for each application field? 'f
• If no, was lime applied to those fields? —
• Were the copper and zinc indexes in the soil less than 2000 for each application field? /s
• Was sodium less than 0.5 meq/100 cm^3? ref
• Was the exchangeable sodium percentage(ESP) less than 15%? /e 5
6.General
• Was the report in the proper format? Y`
• Was the annual report complete? i e f
• Was the report submitted on time? i-

AVA,
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory Donald R. van der Vaart
Governor Secretary
August 26, 2015
Mr. Johnny Lambert, Public Utilities Director
Davie County Public Utilities
261 Chaffin Street
Mocksville,NC 27028
Subject: 2014 Annual Report Review
Davie County Public Utilities, Cooleemee WWTP
Permit No. WQ0010583
Davie County
Dear Mr. Lambert:
The Division of Water Resources (DWR) acknowledges receipt of your 2014 annual report for the
subject permit. A review of this report was conducted by DWR staff. Review of the subject annual
report reflects compliance with Permit WQ0010583. An announced routine facility compliance
inspection will be scheduled in the coming month.
If you or your staff have any questions, please contact Michael Shepherd or me at [phone].
Sincerely,
W. Corey Basinger
Regional Supervisor
Water Quality Regional Operations
Division of Water Resources, NC DENR
cc: Brent Collins,EMA Resources,Inc.,755 Yadkinville Rd.,Mocksville,NC 27028
Davie County Health Department
DWR CO—Permit File WQ0010583
Winston-Salem Regional Office
450 West Hanes Mill Road,Suite 300, Winston-Salem,North Carolina 27105
Phone:[phone] FAX:[phone] Customer Service 1-877-623-6748
Internet www.ncdenr.gov
An Equal Opportunity\Affirmative Action Employer-Made in part by recycled paper

AVA
NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E. Skvarla, Ill
Governor Secretary
May 30, 2014
Mr. Johnny Lambert, Public Utilities Director
Davie County Public Utilities
261 Chaffin Street
Mocksville, NC 27028
Subject: 2013 Annual Report Review
Davie County Public Utilities, Cooleemee WWTP
Residuals Land Application Program
Permit No. WQ0010583
Davie County
Dear Mr. Lambert:
The Division of Water Resources (DWR) acknowledges receipt of your 2013 annual
report for the subject permit. A review of this report was conducted by Stephen Berry and
reflects compliance with Permit No. WQ0010583.
If you or your staff have any questions, please contact Stephen Berry at 336-771-5288.
Sincerely,
fit/
Sherri V. Knight, PE
Assistant Supervisor
Water Quality Regional Operations
Division of Water Resources, NCDENR
cc: Brent Collins, EMA Resources, Inc., 755 Yadkinville Rd.,Mocksville, NC 27028
Davie County Health Department
Non-Discharge Permitting Unit - Permit File WQ0010583
585 Waughtown Street,Winston-Salem,North Carolina 27107
Phone:[phone]\Internet:www,ncdenr.gov
An Equal Opportunity l Affirmative Action Employer—Made in part by recycled paper

ANNUAL LAND APPLICATION CERTIFICATION FORM
Q Permit#: WQ0010583 County: Davie Year: 2013
Facility Name(as shown on permit): Davie County Water System
Land Application Operator: EMA Resources Inc. Phone: [phone]
Land application of residuals as allowed by the permit occurred during the past calendar year?
❑ Yes CINo -If No,skip Part A, and Part B and proceed to Part C. Also, If residuals re tvcDept RECEIV of E EDNR
generated but not land applied, please attach an explanation on how the residuals were handle FEB 0 7 2014
Part A-Residuals Application Summary:
Wfilawn-aaiem L
Total number of application fields in the permit: 7 Rea;pnai nffice
Total number of fields utilized for land application during the year:— 0
Total amount of dry tons applied during the year for all application sites: 0
Total number of acres utilizes for land application during the year: 0
Part B-Annual Compiance Statement:
Facility was compliant during calendar year 2013 with all conditions of the land application permit
(including but not limited to items 1-13 below)issued by the Division of Water Quality. 0 Yes ❑ No
If no please, provide a written description why the facility was not compliant,the dates,and explain corrective action
taken.
1) Only residuals approved for this permit were applied to the permitted sites.
2) Soil pH was adjusted as specified in the permit and lime was applied(if needed)to achieve a soil pH of at least 6.0 or
the limit specified in the permit.
3) Annual soils analysis were performed on each site receiving residuals during the past calendar year and three(3)copies
of laboratory results are attached.
4) Annual TCLP analysis (if required)was performed and three(3)copies of certified laboratory results are attached.
5) All other monitoring was performed in accordance with the permit and reported during the year as required and three(3)
copies of certified laboratory results are attached.
6) The facility did not exceed any of the Pollutant Concentration Limits in 15A NCAC 02T.1105(a)or the Pollutant
Loading Rates in 15A NCAC 02T .1105(b)(applicable to 40 CFR Part 503 regulated facilities).
7) All general requirements in as specified in the Land Application Permit were complied with(applicable to 40 CFR Part
503 regulated facilities).
8) All monitoring and reporting requirements in 15A NCAC 02T .1111 were complied with(applicable to 40 CFR Part
503 regulated facilities).
9) All operations and maintenance requirements in the permit were complied wtpr ilAViation, prior
�
authorization was received from the Division of Water Quality. (;t
10) No contravention of Ground Water Quality Standards occurred at a monitoring weyot expaafi fans of violations are
attached to include appropriate actions and remediations.
11) Vegetative cover was maintained and proper crop management was performed on e1l�lt Quality gniesiduals, as
specified in the permit. Perm►
12) No runoff of residuals from the application sites onto adjacent property or nearby surface waters has occurred.
13) All buffer requirements as specified on the permit were maintained during each application of residuals.
Part C-Certification:
"I certify, under penalty of law, that the above information is,to the best of my knowledge and belief,true,accurate,
and complete. I am aware that there are significant penalties for submitting false information, including the
possibility of fines and imprisonment for knowing violations."
Cecil Wood-Interim County Manager 0441 J ///loby
Permittee Name and Title(type or print) Signature of Permittee Date
zyvtl
1/8/2014
Signature of Preparer* Date Signature of Land Applier Date
(if different from Permittee) (if different from Permittee and Preparer)
* Preparer is defined in 40 CFR Part 503.9(r)and 15A NCAC 02T .1102 (26) DENR FORM ACF (12/2006)

EMA
--Resources, Inc.
January 30, 2014
DENR/Water Quality Section DIDE�IRIDWR
Non-Discharge Compliance Unit RECEI'JE
1617 Mail Service Center 346 -
3 N14
Raleigh, NC 27699-1617
Water Q Sec ton
Re: 2013 Annual Report-Davie County permitting
Treatment and Land Application of Residuals
Permit No. W0010583
Dear Sir or Madam:
Enclosed are three copies of the 2013 Annual Report for the above referenced land
application permit.
No land application took place for the above referenced permit. Please contact Brent
Collins-Director of Technical Services if you have any questions concerning this report.
Sincereldal‘r‘
,
Brent Collins REC , �� r cr�v
Director of Technical Services EIVED +`f , i 4,
VR
[e-mail]
JAN - 32 14
Water Quality Section
Phone [phone] —Fax [phone]
755 Yadkinville Road—Mocksville,NC 27028

ArilrA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Pat McCrory Charles Wakild, P. E. John E. Skvarla, Ill
Governor Director Secretary
May 29, 2013
Mr. Johnny Lambert,Public Utilities Director
Davie County Public Utilities
261 Chaffin Street
Mocksville,NC 27028
Subject: 2012 Annual Report Review
Davie County Public Utilities, Cooleemee WWTP
Residuals Land Application Program
Permit No. WQ0010583
Davie County
Dear Mr. Lambert:
The Division of Water Quality (DWQ) acknowledges receipt of your 2012 annual report for the subject
permit. A review of this report was conducted by DWQ staff. Review of the subject annual report reflects
compliance with Permit No. WQ0010583. An announced routine facility compliance inspection will be
scheduled in the coming months.
If you or your staff have any questions, please contact Stephen Berry at 336-771-5288.
Sincerely,
J J
Sherri V. Knight, P.E.
Regional Supervisor, Aquifer Protection Section
cc: Michael Collins,EMA Resources,Inc., 755 Yadkinville Rd, Mocksville,NC 27028
Davie County Health Department
APS Central Office-Permit File WQ0028806
1111111111111111110111
585 Waughtown Street,Winston-Salem,North Carolina 27107 One
Phone:[phone] FAX:[phone] NorthCarolina
Internet:www.ncwaterouality.orq Naturally
An Equal Opportunity\Affirmative Action Employer

Compliance Inspection Report
Permit: WO0010583 Effective: 01/21/08 Expiration: 12/31/16 Owner: Davie County Public Utilities
SOC: Effective: Expiration: Facility: Davie County Residuals Land Application
Program
County: Davie 123 S Main St
Region: Winston-Salem
Mocksville NC 27028
Contact Person: Roy L Whitaker Title: Phone: [phone]
Directions to Facility:
System Classifications: LA,
Primary ORC: Roy L Whitaker Certification: 13283 Phone: [phone]
Secondary ORC(s):
On-Site Representative(s):
Related Permits:
Inspection Date: 06/12/2012 Entry Time: 08:30 AM Exit Time: 09:30 AM
Primary Inspector: Patrick Mitchell Phone: [phone]
Secondary Inspector(s):
Reason for Inspection: Follow-up Inspection Type: Reconnaissance
Permit Inspection Type: Land Application of Residual Solids(503)
Facility Status: •Compliant 0 Not Compliant
Question Areas:
Miscellaneous Questions •Record Keeping
(See attachment summary)
Page: 1

Permit: WQ0010583 Owner-Facility: Davie County Public Utilities
Inspection Date: 06/12/2012 Inspection Type: Reconnaissance Reason for Visit: Follow-up
Inspection Summary:
The missing 2011 soil analysis reports for Darnell Gobble and Hoyt Pope were received from EMA and reviewed.
Type Yes No NA NE
Distribution and Marketing 0
Land Application ■
Record Keeping Yes No NA NE
Is GW monitoring being conducted,if required? 0 0 ■ 0
Are GW samples from all MWs sampled for all required parameters? 0 0 ■ 0
Are there any GW quality violations? 0 0 ■ 0
Is GW-59A certification form completed for facility? 0 0 ■ 0
Is a copy of current permit on-site? 0 0 0 •
Are current metals and nutrient analysis available? 0 0 0 ■
Are nutrient and metal loading calculating most limiting parameters? 0 0 0 •
a. TCLP analysis? 0 0 0 ■
b. SSFA(Standard Soil Fertility Analysis)? ■ ❑ ❑ ❑
Are PAN balances being maintained? 0 0 0 •
Are PAN balances within permit limits? 0 0 0 •
Has land application equipment been calibrated? 0 0 0 ■
Are there pH records for alkaline stabilization? 0 0 0 ■
Are there pH records for the land application site? ■ ❑ ❑ ❑
Are nutrient/crop removal practices in place? 0 ❑ ❑ ■
Do lab sheets support data reported on Residual Analysis Summary? 0 0 0 ■
Are hauling records available? 0 0 0 ■
Are hauling records maintained and up-to-date? 0 0 0 ■
#Has permittee been free of public complaints in last 12 months? ■ ❑ ❑ ❑
Has application occurred during Seasonal Restriction window? 0 0 0 ■
Comment: The two missing soil analysis reports from the 2011 annual report were
recieved and reviewed.
Page: 2

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
June 1, 2012
Mr. Johnny Lambert, Public Utilities Director
Davie County Public Utilities
261 Chaffin Street
Mocksville,NC 27028
SUBJECT: Compliance Evaluation Inspection/Annual Report Review
& Information Request
Davie County Public Utilities, Cooleemee WWTP
Residuals Land Application Program
Permit No. WQ0010583
Davie County
Dear Mr. Lambert:
On May 30, 2012 staff of the North Carolina Division of Water Quality's Winston-Salem Regional
Office (DWQ) performed a compliance inspection of the Davie County Public Utilities residuals
land application program. Enclosed is the compliance inspection report for this inspection. This
inspection consisted of land application fields review only. The residuals generating facility was
not visited during this inspection. Review of the land application activities reflects compliance
with permit WQ0010583. However, the pathogen and vector attraction reduction analysis results
were not completed and returned by the lab at the time of inspection.
A separate DWQ office file review of the 2011 annual report was also conducted. Before we can
determine compliance with permit WQ0010583, additional information is requested for the
following:
• A copy of the 2011 soil analysis results for site DV-0005.
• A copy of the 2011 soil analysis results for site RA-0008.
Review of the DWQ office file copy of the 2011 annual report revealed that the above mentioned
annual soil analysis results were missing. Please forward these missing documents to my attention
at the address on bottom of this letter.
Winston-Salem Regional Office
585 Waughtown Street,Winston-Salem,North Carolina 27107 One
Phone:[phone] FAX:[phone] Customer Service:1-877-623-6748 NorthCarolina
Internet:hpportun ty\A rmat a Actio /wq
Employer
Naturally
An Equal Opportunity 1 Affirmative Action Employer

Davie County Public Utilities June 1,2012
Compliance Inspection/Annual Report Review&Information Request Permit No:WQ0010583
Please refer to the enclosed report for additional observations and comments. If you or your staff
have any questions, please contact Mr. Patrick Mitchell or myself at(336) 771-5000.
Sincerely,
- , ,
Sherri V. Knight, P.E.
Regional Supervisor,Aquifer Protection Section
enc.: Compliance Inspection Report
cc: Roy Whitaker,EMA Resources,Inc.—755 Yadkinville Rd,Mocksville,NC 27028
Davie County Health Department
APS Central Office-Permit File WQ0010583
AilikitiltiRO Files
Page 2 of 2

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section
NON-DISCHARGE COMPLIANCE INSPECTION REPORT
General Information
Owner: Davie County Public Utilities County: Davie
Permit No.: WQ0010583 Issuance Date: January 21,2008
Facility Name:Cooleemee WWTP Expiration Date:December 31, 2015
Plant ORC Name: Telephone No.:
Land App. ORC: Roy Whitaker(EMA) Telephone No.: o: [phone] c: [phone]
Other Contact:Brent Collins(EMA) Telephone No.: Same office number as above.
Location(address,gps or directions):
Reason for Inspection
ROUTINE ❑ COMPLAINT ❑ FOLLOW-UP ❑ Other:
Inspection Status
® Compliant ❑ Not Compliant ❑ Other:
Ins s ection Summa : additional comments ma be included on attached 'a'es
Inspection of application site DV-006 Field 1 was conducted on May 30,2012. The waste generating
facility was not reviewed as part of this inspection. Accompanying DWQ on the inspection was Mr. Roy
Whitaker of EMA Resources, Inc. Land application and transport was not taking place at the time of the
inspection. Land application reportedly occurred the week of May 17, 2012. Buffer flags were still present
in the rear portion of Field 1 and the cattle were still removed. Residuals were still present in the front portion
of Field 1. Observed land application activities (Le. residence and r/w buffers, and cattle restrictions)were
found to be compliant with DWQ permit WQ0010583.
NOTES:
Pathogen&Vector attraction reduction analysis results had not been returned yet from the lab.
Residual info:24 lb PAN/6,500 gallons (one truckload).
Planned application event info:—2+truck loads/acre or—50 lb N/acre.
•
Is a follow-up inspection necessary ❑ Yes ® No
Primary Inspector: Patrick Mitchell Secondary Inspector:
Telephone: (336) 771 —5000 Fax: [phone]
Date of Inspection: May 30,2012 Entry Time: 9:45 am Exit Time: 10:45 am

Non-Discharge Compliance Inspection Report
Type
® Land Application(Class B) ❑ Distribution and Marketing(Class A)
❑ Other
Transport Y N NA NE
Is transport occurring at time of inspection? If so, answer the following. ❑ ® ❑ ❑
Is a copy of permit in transport vehicle? ❑ ❑ ❑
Is a spill control plan in transport vehicle? ❑ ❑ ❑
Is spill plan satisfactory? ❑ ❑ ❑
Does transport vehicle appear to be maintained? ❑ ❑ ❑
Comments:No transport occuring at time of inspection.
Land Application Site(s) (end use—land application) Y N NA NE
Were site(s)inspected?If so, answer the following. ® ❑ ❑ ❑
Is application occurring at the time of inspection? ❑ ® ❑ ❑
Is the permit and spill plan on site during application? ❑ ❑ ❑
Is there a rain gauge on site during application? ❑ ❑ ❑
Is access restricted and/or are signs present? ® ❑ ❑ ❑
Are buffers adequate & maintained? ® ❑ ❑ ❑
Is cover crop same as specified in permit? ® ❑ ❑ ❑
Are site conditions adequate? ® ❑ ❑ ❑
Are there signs of runoff/ponding? ❑ ® ❑ ❑
Are limiting slopes buffered? (>10%for surface app.AND>18%for subsurface app) ® ❑ ❑ ❑
Is application site free of ordors and/or vectors? ® ❑ ❑ ❑
Is land application equipment in good operating condition, If present? ❑ ❑ ❑
Are surrounding wells properly buffered? ® ❑ ❑ ❑
Comments:No land application occuring at time of inspection. See summary.
Groundwater Monitoring Wells Y N NA NE
Does the permit require monitoring wells?If so, answer the following. ❑ El
Are the monitoring wells properly installed according to the permit? ❑ ❑ ® ❑
Are the monitoring wells located properly w/respect to RB & CB? ❑ ❑ ® ❑
Are the wells properly identified & free of damage? ❑ ❑ ® ❑
Comments:NA
Page 2 of 4

Non-Discharge Compliance Inspection Report
Treatment (check treatment type(s) used) Y N NA NE
® Aerobic digestion ❑ Anaerobic digestion
❑ Alkaline Pasteurization (Class A) ❑ Alkaline Stabilization(Class B)
❑ Compost ❑ Drying Beds ❑ Other:
Are treatment facilities consistent with those outlined in permit? ❑ ❑ ❑
Do all treatment units appear to be operational? If no, note below. ❑ ❑ ❑ El
Comments:Land application fields review only.
Residuals Storage
Describe storage: 1.5 million gal.basin and in an equalization basin.
Number of days/weeks/months of storage:
Residuals Sampling Y N NA NE
Describe Sampling:grab
Is sampling adequate and representative? ❑ ❑ ❑ El
Recordkeeping Y N NA NE
Is current permit available upon request? ❑ ❑ ❑
Has the facility been free of public complaints for the last 12 months? ® ❑ ❑ ❑
TCLP analysis conducted and results available? ® ❑ ❑ ❑
Residuals metals and nutrient analysis conducted? (see permit for frequency) ® ❑ ❑ ❑
Nutrient and metals loading calculations? (to determine most limiting parameter) ® ❑ ❑ ❑
Do lab sheets support data reported on Residuals Analysis Summary? ® ❑ ❑ ❑
Are PAN balance records available and within permit limits? ® ❑ ❑ ❑
Are there nutrient (crop)removal practices in place? ® ❑ ❑ ❑
Are hauling records available? (gal and/or tons hauled during calendar year to date) ❑ ❑ ❑
Are field loading records available? ❑ ❑ ❑
Are field inspections conducted and are records available? ❑ ❑ ❑
Pathogen & Vector Attraction Reduction Records: (Check which method(s) apply)
® Fecal coliform: ® SM 9221 E (Class A or B) ❑ SM 9222 D(Class B only)
❑ pH records for alkaline stabilization: ❑ Class A? ❑ Class B?
❑ Salmonella(Class A, all test must be <3MPN/4 gram day)
❑ Time/Temp records on: ❑ Digester (MCRT) ❑ Compost
® Volatile solids calculations
® Bench-top Aerobic/Anaerobic digestion results
Pathogen and vector attraction reduction records available and complete? ❑ ® ❑ ❑
Page 3 of 4

Non-Discharge Compliance Inspection Report
Recordkeeping continued Y N NA NE
Soil Analysis:
Were annual soil analysis conducted and results available? Z ❑ ❑ ❑
Was lime called for on the Agronomist report? ❑ ® ❑ LI
If required, was lime applied(purchase receipts available)? ❑ ❑ ® ❑
Copper and Zinc indices: ❑ <2,000 ❑2,000—3,000 ❑>3,000
Was Sodium less than 0.5 meq/l00 cm3 ? ® ❑ ❑ ❑
Was Exchangeable Sodium Percentage (ESP) less than 15% ? ® ❑ ❑ ❑
Groundwater Monitoring:
Were GW-59's submitted? ❑ ❑ ® ❑
Has GW-59A certification been completed for facility? ❑ ❑ ® ❑
Are all samples analyzed for the required parameters? ❑ ❑ ® ❑
Are there any 2L GW quality violations? ❑ ❑ ® ❑
Comments:Pathogen& VAR results not back vet. WWTP was not visited during this inspection.
Page 4 of 4

Compliance Inspection Report Pernik:w00010583 Owner-Faculty: Davie County Public Metes
permit;WQ0010583 Effective:01/21/08 Expiration:12/31/16 Owner:Davie County Public Utilities Inspection Date:05/30/2012 Inspection Type:Compliance Evaluation Reason for VIM Routine
SOC: Effective: Expiration: Facility:Davie County Residuals Land Application Inspection Summary:
PCounty:Davie 12�ram
3 S Main St
Region:Winston-Salem Inspection of application site DV-006 Field 1 was conducted on May 30,2012.The waste generating facility was not
Mocksville NC 27028 reviewed as part of this inspection.Accompanying DWQ on the inspection was Mr.Roy Whitaker of EMA Resources,Inc.
Contact Person: Roy L Whitaker Title: Phone:[phone] Land application and transport was not taking place at the time of the inspection.Land application reportedly occurred the
week of May 17,2012.Buffer flags were still present In the rear portion of Field 1 and the cattle were still removed.
Directions to Facility: Residuals were still present in the front portion of Field 1.Observed land application activities(i.e.residence and rAv
buffers,and cattle restrictions)were found to be compliant with DWQ permit WQ0010583.
System Class8katons: LA. NOTES from field inspection:
Primary ORC: Roy L WNtaker Cartlffatlon:13283 Phone:[phone] Pathogen&Vector attraction reduction analysis results had not been returned yet from the lab.
Residual info:24 lb PAN/6,500 gallons(one truckload).
Secondary ORC(s): Planned application event info:—2+truck loads/acre or—50 lb N/acre.
A separate DWQ in-office review of the 2011 Annual Report was also conducted.The report reflects non-compliance:the
On-Site Rapresanbtlw(s►: 2011 soil analysis results for sites DV-005 and RA-008 were missing from the 2011 Annual Report.DWQ to request these
missing records if they exist.See below:
2011 ANNUAL REPORT REVIEW
Related Permits:
Permit Detais:
•Land Application or Distribution?Application
Inspection Date: 05/30/2012 Entry lime: 09:45 AM Exit Time: 10:45 AM •Is 503?YES
Primary Inspector: Patrick Mitchell Phone:336-7/15 Maxi
285 • A or B? B
•Maximum Dry Tons Per Year.
Secondary Inspector(s): Coolemee WTP:279,Sparks Rd WTP:136,Coolemee WWTP:118
•Number of acres permitted:128
•Number of fields in permit 7
Reason for Inspection: Routine Inspection Type:Compliance Evaluation •Counties that land is permitted for.Davie,Rowan
•Monitoring Frequency for TCLP:Annually
Permit Inspection Type: Land Application of Residual Soids(503) •Monitoring Frequency for Residuals Analysis:Annually
Facility Status: 0 Compliant ■Not Compliant •Monitoring Frequency for Pathogen&Vector Attraction Reduction:Annually
•Groundwater monitoring:NA
Question Areas:
Miscellaneous Questions Record Keeping Sampling Land Application Site 1.Annual Land Application Certification Form
•Was a certification form submitted?YES
Pathogen and Vector • maadq�smcurr�
•How many rytonand dry conducted per acre we
ee applieed?131.86 2.99 t/acre
•Were the applications within the permitted amount? YES
•Verify PAN if more than 10 tons/acre? NA
•Did it indicate compliance?YES
•Was it signed by the appropriate people? YES
(See attachment summary)
2.Monitoring
-Were the analyses conducted at the required frequency?YES
Page:1 Page:2

•vvere me results reporteo in mgrxg r r ea
•Were the heavy metals within ceiling concentration permit limits?YES
•If no,were the lab analyses attached?NA
•Were all the required parameters tested? YES
•Was TCLF yajg y§ted S Facility: Davie CountyPunk Utilities
Pes:Wo0010583 owner-Facility: Davie County Public Utilities
•Were the TLCP contaminants regulatory limits? YES
inspection Dale:05/302012 Inspection Type:Conpllama Evaluation Reason for wait Routine inspection Date:05/30/2012 inspection Type:Compliance Evaluator. Reason for Visit: Routine
t.f'..d Junanw.y
•Were the land application events recorded on the Field Summary Forms?YES
•How many fields were applied on this year? 3
•Was a Field Summary Form submitted for each field? YES
•Were all the residuals applied to permitted land? YES
•Were all the residuals applied from permitted sources? YES
•Were the field loading rates for each metal and PAN calculated(year to date)? YES
•Were the cumulative pollutant loading rates calculated? YES
•Were the calculations correct? YES
•Were the PAN loading rates within permit limits? YES •Were calculations correct?NE
•Were the heavy metal cumulative pollutant loading rates within permit limits? YES
•Were the residuals applied on a suitable crop? YES
•Were the applications conducted during the crop's growing season? YES
•Were the Field Summary Forms complete? YES
•Was lime application on Field Summary Form? YES
4.Pathogen and Vector Attraction Reduction
•Was a signed copy of the Pathogen and Vector Attraction Reduction Form submitted? YES
•Did the form indicate the period of coverage,the residual Bass,and the pathogen reduction alternative and the vector
attraction reduction option used? YES
•Was the appropriate documentation to show pathogen and vector attraction reduction indudedn the report? YES
•Was pathogen and vector attraction reduction demonstrated according to 40 CFR Part 503?YES
5.Sal Tests
•Was a Standard Soil Fertility Analysis conducted for each application field? NO(DV05&RA08 were missing)
•Were the soil pH's 6.0 or greater for each application field? NO
•If no was lime applied to those fields? YES
•Were the copper and zinc indexes in the soil less than 3000 for each application field?YES
6.General
•Was the report in the proper format?YES
•Were any parts of the annual report missing?YES
•Was the report submitted on time?YES
Class B Pathogen Review
Alternative 1—Fecal Coliform Density
•Was the sampling conducted at the required frequency?YES
•Were seven samples taken?YES
•Was the geometric mean calculated and done correctly?YES
•Did the results show compliance(less than either 2,000,000 MPN/gram of total solids or 2,000,000 Colony Forming
Units/gram of total solids)? YES
Vector Attraction Reduction Review
•Was the sampling conducted at the required frequency?YES
30-Day Bench Scale Test
•Were residuals aerobically digested in lab?YES
•Were residuals 2%or less total solids?YES
•Was the test run for 30 days?YES
•Was the test done at 20•C(68•F)?NE
•Was the reduction of on volatile solids(not total solids)?YES
•Was the reduction less than 15%?YES
•Were lab sheets/calculations in report?YES
Page:3 Page:4

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Mitchell, Patrick
From: Roy Whitaker[[e-mail]]
Sent: Wednesday, June 06, 2012 8:56 AM
To: Mitchell, Patrick
Cc: [e-mail]
Subject: FW:
Attachments: Analytical Results.pdf
Patrick:
You will find attached the fecal results for the Cooleemee WWTP.
The extended digestion test will be completed this week and I will forward the results as
soon I receive them.
If you have any questions, you can reach me on mobile [phone].
Regards,
Roy Whitaker
Original Message
From: Crystal Little [mailto:crystallittleObellsouth.net]
Sent: Wednesday, June 06, 2012 8:42 AM
To: roy.whitaker(&emaresourcesinc.com
Subject:
1

AMA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 22, 2011
Mr. Johnny Lambert, Public Utilities Director
Davie County Public Utilities
261 Chaffin Street
Mocksville,NC 27028
SUBJECT: Compliance Evaluation Inspection
Davie County Public Utilities, Cooleemee WWTP
Residuals Land Application Program
Permit No. WQ0010583
Davie County
Dear Mr. Lambert:
On September 20, 2011 staff of the North Carolina Division of Water Quality's Winston-Salem
Regional Office (DWQ) performed a compliance inspection of the Davie County Public Utilities,
Cooleemee WWTP residuals land application program. Enclosed is the compliance inspection report for
this inspection. Review of land application fields and observed land application activities reflects
compliance with permit WQ0010583. All necessary records and documents were available at the time of
inspection and were in good order.
Please refer to the enclosed compliance inspection report form for additional observations and
comments. If you or your staff should have any questions,please call Patrick Mitchell at 336-771-5285.
Sincerely,
>1 .-)r= =
Sherri V. Knight, P.E.
Regional Supervisor, Aquifer Protection Section
enc.: Compliance Inspection Report
cc: Roy Whitaker,EMA Resources,Inc. — 7Ss 1)44k,;1,v it e / M ee-lo d:l ie�N -19O1 8
Davie County Health Department
APS Central Office-Permit File WQ0010583
4c
Winston-Salem Regional Office
585 Waughtown Street,Winston-Salem,North Carolina 27107 _One
Phone:[phone] FAX:[phone] Customer Service:1-877-623-6748 N orthCarolina
Internet l.ncdenr.orglwebt q Naturally An Equal Opportunity 1 Affirmative Action Employer

North Carolina Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section
NON-DISCHARGE COMPLIANCE INSPECTION REPORT
General Information
Owner: Davie County Public Utilities County: Davie
Permit No.: WQ0010583 Issuance Date: January 21,2008
Facility Name:Cooleemee WWTP Expiration Date:December 31, 2015
Plant ORC Name: Telephone No.:
Land App. ORC: Roy Whitaker(EMA) Telephone No.: o: [phone] c: [phone]
Other Contact:Brent Collins(EMA) Telephone No.: Same office number as above.
Location(address,gps or directions):
Reason for Inspection
® ROUTINE ❑ COMPLAINT ❑FOLLOW-UP ❑ Other:
Inspection Status
® Compliant ❑Not Compliant ❑ Other:
Ins s ection Summa : additional comments ma be included on attached s a!es
Inspection of application sites DV-005 Field 1 and DV-006 Field 1 were conducted on September 20,
2011. The waste generating facility was not reviewed as part of this inspection. Accompanying DWQ on the
inspection was Mr. Roy Whitaker of EMA Resources, Inc. Land application was taking place at the time of
the inspection on DV-006 Field 1 on the east portion(front section)only.No other land application had
occured. Buffer flags had not been placed on the west portion of DV-006 Field 1 or on DV-005 Field 1 at
the time ofthe inspection. DV-005 Field 1 still had livestock present in the pasture portion at the time of
inspection. The cattle are planned to be removed on September 21, 2011, prior to application and are to be
held for 30 days or greater before being allow reentry to the field. Observed land application activities and I
required records and documents were found to be compliant with DWQ permit WQ0010583.
NOTES:
Soil samples had been collected, but analysis results not returned yet.
Residual info:25 - 30 lb PAN/6,200 gallons(one truckload).
Planned application event info:-3 truck loads/acre or-90 lb N/acre
A very light(sprinkling)rain began shortly after inspection conclusion(-10:30 am)a few miles from the site.
If rain continues or increases in intensity, land application activities are to be stopped. DWQ to follow-up in
the event that the rain becomes measureable (>0.01 inches/hour).
Is a follow-up inspection necessary ❑ Yes ® No
Primary Inspector: Patrick Mitchell Secondary Inspector:
Telephone: [phone] Fax: [phone]
Date of Inspection: September 20, 2011 Entry Time: 9:00 am Exit Time: 10:15 am

Non-Discharge Compliance Inspection Report
Type
N Land Application(Class B) ❑ Distribution and Marketing (Class A)
❑ Other
Transport Y N NA NE
Is transport occurring at time of inspection?If so, answer the following. N ❑ ❑ ❑
Is a copy of permit in transport vehicle? N ❑ ❑ ❑
Is a spill control plan in transport vehicle? N ❑ ❑ ❑
Is spill plan satisfactory? N ❑ ❑ ❑
Does transport vehicle appear to be maintained? N ❑ ❑ ❑
Comments:Inspected one transport vehicle.
Land Application Site(s) (end use—land application) Y N NA NE
Were site(s) inspected?If so, answer the following. N ❑ ❑ ❑
Is application occurring at the time of inspection? N ❑ ❑ ❑
Is the permit and spill plan on site during application? N ❑ ❑ ❑
Is there a rain gauge on site during application? N ❑ ❑ ❑
Is access restricted and/or are signs present? N ❑ ❑ ❑
Are buffers adequate & maintained? N ❑ ❑ ❑
Is cover crop same as specified in permit? N ❑ ❑ ❑
Are site conditions adequate? N ❑ ❑ ❑
Are there signs of runoff/ponding? ❑ N ❑ ❑
Are limiting slopes buffered? (510%for surface app.AND>18%for subsurface app) N ❑ ❑ ❑
Is application site free of ordors and/or vectors? N ❑ ❑ ❑
Is land application equipment in good operating condition, If present? N ❑ ❑ ❑
Are surrounding wells properly buffered? N ❑ ❑ ❑
Comments:Application occuring on DV-006 Field 1 at time of inspection. See summary for additional comments.
Groundwater Monitoring Wells Y N NA NE
Does the permit require monitoring wells?If so, answer the following. ❑ N
Are the monitoring wells properly installed according to the permit? ❑ ❑ ® ❑
Are the monitoring wells located properly w/respect to RB & CB? ❑ ❑ N ❑
Are the wells properly identified& free of damage? ❑ ❑ N ❑
Comments:NA
Page 2 of 4

Non-Discharge Compliance Inspection Report
Treatment (check treatment type(s) used) Y N NA NE
• Aerobic digestion ❑ Anaerobic digestion
❑ Alkaline Pasteurization (Class A) ❑ Alkaline Stabilization(Class B)
[' Compost ❑ Drying Beds ❑ Other:
Are treatment facilities consistent with those outlined in permit? ❑ ❑ ❑ El
Do all treatment units appear to be operational? If no, note below. ❑ ❑ ❑
Comments:Land application fields review only.
Residuals Storage
Describe storage: 1.5 million gal.basin and in an equalization basin.
Number of days/weeks/months of storage:
Residuals Sampling Y N NA NE
Describe Sampling: grab
Is sampling adequate and representative? ❑ ❑ ❑
Recordkeeping Y N NA NE
Is current permit available upon request? ® ❑ ❑ ❑
Has the facility been free of public complaints for the last 12 months? ® ❑ ❑ ❑
TCLP analysis conducted and results available? ® ❑ ❑ ❑
Residuals metals and nutrient analysis conducted? (see permit for frequency). ® ❑ ❑ ❑
Nutrient and metals loading calculations? (to determine most limiting parameter) ® ❑ ❑ ❑
Do lab sheets support data reported on Residuals Analysis Summary? ® ❑ ❑ ❑
Are PAN balance records available and within permit limits? ® ❑ ❑ ❑
Are there nutrient(crop)removal practices in place? ® ® ❑ ❑
Are hauling records available? (gal and/or tons hauled during calendar year to date) ® ❑ ❑ ❑
Are field loading records available? ® ❑ ❑ ❑
Are field inspections conducted and are records available? ® ❑ ❑ ❑
Pathogen & Vector Attraction Reduction Records: (Check which method(s) apply)
® Fecal coliform: ® SM 9221 E(Class A or B) ❑ SM 9222 D (Class B only)
❑ pH records for alkaline stabilization: ❑ Class A? ❑ Class B?
❑ Salmonella(Class A, all test must be<3MPN/4 gram day)
❑ Time/Temp records on: ❑ Digester (MCRT) ❑ Compost
® Volatile solids calculations
® Bench-top Aerobic/Anaerobic digestion results
Pathogen and vector attraction reduction records available and complete? ® ❑ ❑ ❑
Page 3 of 4

Non-Discharge Compliance Inspection Report
Recordkeeping continued Y N NA NE
Soil Analysis:
Were annual soil analysis conducted and results available? ❑ ❑ ❑
Was lime called for on the Agronomist report? ❑ ❑ ❑
If required,was lime applied(purchase receipts available)? ❑ ❑ ❑
Copper and Zinc indices: ❑ <2,000 ❑2,000—3,000 ❑>3,000
Was Sodium less than 0.5 meq/100 cm3 ? ❑ ❑ ❑
Was Exchangeable Sodium Percentage (ESP) less than 15% ? ❑ ❑ ❑ IZI
Groundwater Monitoring:
Were GW-59's submitted? ❑ ❑ ® ❑
Has GW-59A certification been completed for facility? ❑ ❑ ® ❑
Are all samples analyzed for the required parameters? ❑ ❑ ® ❑
Are there any 2L GW quality violations? ❑ ❑ ® ❑
Comments:Soil sample results not back vet. WWTP was not visited during this inspection.
Page 4 of 4

Compliance Inspection Report Permit 1N00010583 Owner-Facility:Davie County Public Utilities
Permit:W00010583 Effective:0121/013 Expiration:12/31/16 Owner.Davie County Pubic Utilities Inspection Dace:09202011 Inspection Type:Compliance Evaluation Reason for Visit:Routine
SOC: Effective: Expiration: Facility:Davie County Residuals Land Application Inspection Summary:
1 Main St Inspection of application sites DV-005 Field 1,and DV-006 Field 1 were conducted on Se tember 20,2011.The waste
County:Dave P� PP p
generating facility was not reviewed as part of this inspection.Accompanying DWQ on the inspection was Mr.Roy
Region:WnstonSalem Whitaker of EMA Resources,Inc.Land application was taking place at the time of the inspection on DV-006 Field 1 on the
Modcsville NC 27028 east portion(front section)only.No other land application had occured.Buffer flags had not been placed on the west
Contact Person: Roy L Whitaker Title: Phone:[phone] portion of DV-006 Field 1 or on DV-005 Field 1 at the time of the inspection.DV-005 Field 1 still had livestock present in
the pasture portion at the time of inspection.The cattle are planned to be removed on September 21,2011,prior to
Directions to Facility: application and are to be held for 30 days or greeter before being allow reentry to the field.Observed land application
activities and required records and documents were found to be compliant with DWO permit W00010583.
System Classifications: LA. NOTES:
Primary ORC: Roy L%%daker Certification:13283 Phone:[phone] Soil samples had been collected,but analysis results not returned yet
Secondary ORC(s): Residual info:25-30 lb PAN/6,200 gallons(one truckload).
Planned application event info:-3 truck loads/acre or-90 lb N/acre
On-Site Representative(s):
A very light(sprinkling)rain began shortly after inspection condusion(-10:30 am)a few miles from the site.If rain
continues or increases in intensity,land application activities are to be stopped.DWG)to follow-up in the event that the
Related Permits: rain becomes measureable(>0.01 inches/hour).
Inspection Date: 09/20/2011 Entry Time:09:00 AM Exit lime:10:15 AM
Primary Inspector. Patrick Mitchell 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 0 Not Compliant
Question Areas:
II Miscellaneous Questions in Record Keeping Treatment •Land Application Site
■Pathogen and Vector ■Transport
Attraction
(See attachment summary)
Page:1 Page:2

Pennit 1N000105e3 Owner-Facility:Davie County Public Utilities Pemit 1000105e3 Owner-Facility:Davie County Public Utilities
Inspection Dale:09/202011 Inspection Type:Compliance Evaluation Reason for Wit Routine Inspection Data:09202011 inspection Type:Compliance Evaluation Reason for Wit Routine
Type Yes No NA NE
Geometric mean of 7 samples per monitoring period for class B<2.0'10E6 CFU/dry gram 0
Distribution and Marketing 0 b. pH records for alkaline stabilization(Class A) 0 0 •0
Land Application ■ c. pH records for alkaline stabilization(Class B) O ❑ ■❑
Record Keeping Yes No NA NE Tem
perature corrected 0
Is GW monitoing being conducted,if required? 0 0 ■ 0 d. Salmonella(Class A,all test must be<3MPW4 gram day) 0 0 ■0
Are GW samples from at MWs sampled for all required parameters? 0 0 ■ 0 e. Time/Temp on: 0 0 ■0
Are there any GW quality violations? 0 0 ■ 0
Digester(MCRT) 0
Is GW-59A certification form completed for facility? ❑ ❑ ■ ❑ Compost O
Is a copy of current pemut on-site? ■ ❑❑ ❑
Class A lime stabilization 0
Are ccorent metals and nutrient analysis available? ■ O O ❑ t. Volatile Solids Calculations ■ O O ❑
Are nutrient and metal loading calculating most limiting parameters? ■ O O O
g. Bench-top Aerobic/Anaerobic digestion results 0 0 O •
a. TCLP analysis? ■ O O O Comment: Bench-top resulst not completed at time of inspection.
b. SSFA(Standard Soil Fertility Analysis)? 0 0 O■ Treatment Yes No NA NE
Are PAN balances being maintained? ■ ❑❑❑ Check all that apply
Are PAN balances within permit limits? ■ ❑❑❑ Aerobic Digestion ■
Has land application equipment been calibrated? O O O■ Anaerobic Digestion 0
Are there pH records for alkaline stabilization? 00.0 Alkaline Pasteurization(Class A) 0
Are there pH records for the land application site? 0 0 O ■ Alkaline Stabilization(Class B) 0
Are nutrienuaop removal practices in place? 01500 Compost 0
Do lab sheets support data reported on Residual Analysis Summary? ■ ❑❑❑ Drying Beds 0
Are hauling records available? ■ O O O Other O
Are hauling records maintained and up-to-date? ■ O O O Comment: No site visit made to W WrP.
e Has permittee been free of public complaints in last 12 months? ■ O❑❑ Transport Yes No NA NE
Has application occurred during Seasonal Restriction windaN 0 0■ 0 Is a Dopy of the permit in the transport vehicle? ■ O O O
Comment: Review of field records only,no visit was made to W WI-P. is a copy of the spill control plan in the vehicle? ■ O O ❑
Pathogen and Vector Attraction Yes No NA NE Is the spill control plan satisfactory'? ■ O O❑
a. Fecal caifom SM 9221 E(Class A or B) ■ O O O Does transport vehicle appear to be maintained? ■ O O O
Class A,all test must be<1000 MPWdry gram 0 Comment:
Geometric mean of 7 samples per monitoring period for class Bc2.0'10E6 CFU/dry gram ■ Land Application Site Yes No NA NE
Fecal c7olifonm SM 9222 D(Gass B only) 0 0 ■ 0 Is a copy of the permit on-site during application events? ■ O O ❑
Page:3 Page:4

Permit w00010583 Owner-Facility:Davie County Public UlYltles
Inspection Date:0920/2011 Inspection Type:Compliance Evaluation Reason for Vba:Routine
Is the application site in overall good condition? ■ ❑ O ❑
Is the site free of runofdponding? U ❑ O O
If present,is the application equipment in good operating condition? ■ O O O
Are buffers being maintained? ■ O O ❑
Are limiting slopes buffered?
10%for surface application ■ O O O
18%for subsurface application 0 0 • 0
Are there access restrictions and/or signs? ■ O O O
Is the application site free of odors or vectors? ■❑O ❑
Have performance requirements for application method been met?
For injection? O O ■ O
For incorporation? O ❑ • ❑
Does permit require monitoring wells? 0 ■ 0 0
Have required MWs been installed? O O ■ ❑
Are MWs property located wit respect to RB and CB? 00 .10
Are MWs popery constructed(induding screened interval)? 0 0 ■ 0
Is the surrounding area served by public water? ■ ❑ O O
If Annual Report indicates overapplication of PAN,are wells nearby that may be impacted? 0 0 0 ■
Are soil types consistent wr/Soil Scientist report/evaluation? 0 0 O ■
Is the water table greater than 1'/3'lots. 0 0 0 ■
Is application occurring at the time of the inspection? ■ O O O
Comment: Sites DV-005 Field 1 and DV-006 Field 1 were visited.Application occuring
at DV-006 Field 1(east section only)at time of inspection.No other land applicaiton had
occured.
Page:5

AvrA
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
September 2, 2011
Mr. Johnny Lambert, Public Utilities Director
Davie County Public Utilities
261 Chaffin Street
Mocksville,NC 27028
Subject: 2010 Annual Report Reviews
Davie County Public Utilities, Cooleemee WWTP
Residuals Land Application Program
Permit No. WQ0010583
Davie County Public Utilities, Sparks Road WTP
Residuals Land Application Program
Permit No. WQ0028806
Davie County
Dear Mr. Lambert:
The 2010 annual report has been reviewed for Permit No. WQ0010583 and Permit No. WQ0028806. The
review for each report was conducted by Patrick Mitchell of the Winston-Salem Regional Office. Both
facilities were found to be in compliance with their subject permit.
Please refer to the enclosed report forms for additional observations and comments. If you or your staff have
any questions, please contact Patrick Mitchell at 336-771-5285.
Sincerely,
cL YI
Sherri V. Knight, P.E.
Regional Supervisor, Aquifer Protection Section
enc.: Compliance Inspection Report
cc: Roy Whitaker,EMA Resources,Inc., 755 Yadkinville Rd.,Mocksville,NC 27028
Davie County Health Department
APS Central Office-Permit Files WQ0010583 and WQ0028806
Winston-Salem Regional Office
585 Waughtown Street,Winston-Salem,North Carolina 27107 One
Phone:[phone]\FAX:[phone] Customer Service:1-877-623-6748 NorthCarolina
Internet:http:l/portal.ncdenr.orglweblwq NaturallyAn Equal Opportunity\Affirmative Action Employer

Compliance Inspection Report Permit:VV00010593 Owner-Facility:Davie County Public Utilities
Permit: WQ0010583 Effective:0121/08 Expiration: 12/31/16 Owner:Davie County Public Utilities Inspection Date:09/01/2011 Inspection Type:Reconnaissance Reason for Visit:Routine
SOC: Effective: Expiration: Facility:DavieCounty Residuals Land Application Inspection Summary:
County:Davie 123gS Main St The 2010 annual report has been reviewed.The 2010 annual report reflects compliance with DWQ permit WQ0010583.It
was indicated by the contracting land applier(EMA)that the next land application event will likely occur Spring of 2012.A
Region:Wnston-Salem compliance evaluation inspection will be conducted at that time.See details on the 2010 annual report review below.
Modcsville NC 27028
Contact Person: Roy L Whitaker Title: Phone:[phone] 2010 ANNUAL REPORT REVIEW
Directions to Facility: Permit Details:
•Land Application or Distribution?Application
Is System Classifications: LA, ••Class
YES
A or R? B
Primary ORC: Roy L Whitaker Certification:13283 Phone:[phone] •Maximum Dry Tons Per Year:
Coolemee WTP:279,Sparks Rd WTP:136,Coolemee WWTP:118
Secondary ORC(s): •Number of acres permitted:128
•Number of fields in permit:7
•Counties that land is permitted for:Davie,Rowan
On-Site Representative(s): •Monitoring Frequency for TCLP:Annually
•Monitoring Frequency for Residuals Analysis:Annually
•Monitoring Frequency for Pathogen 8 Vector Attraction Reduction:Annually
Related Permits: •Groundwater monitoring:NA
1.Annual Land Application Certification Form
Inspection Date: 09/01/2011 Entry Time:01:00 PM Exit Time:03:00 PM •Was a certification form submitted?YES
•Was land application conducted during the reported year?YES
Primary inspector: Patrick Mitchell Phone:[phone] •How many dry tons and dry tons per acre were applied?77.56 0.44 Uacre
•Were the applications within the permitted amount? YES
Secondary Inapector(s): •Verify PAN if more than 10 tons/acre? NA
•Did it indicate compliance? YES
•
Reason for Inspection: Routine Inspection Type:Reconnaissance Was it signed by the appropriate people? YES
Permit Inspection Type: Land Application of Residual Solids(503) 2.Monitoring
•Were the analyses conducted at the required frequency? YES
Facility Status: ■Compliant 0 Not Compliant •Was an analyses taken for each source that was land applied? YES
•Were the metals analyses reported on the Residual Sampling Summary Form? YES
Question Areas: •Were the results reported in mg/kg? YES
Miscellaneous Questions •Record Keeping Treatment II Sampling •Were the heavy metals within ceiling concentration permit limits? YES
•If no,were the analyes
■Pathogen and Vector II Storage •Were all the reab I uired parameters tested?YES
Attraction q
•Was TCLP analysis conducted? YES
•Were the TLCP contaminants with regulatory limits? YES
3.Field Summary
•Were the land application events recorded on the Field Summary Forms'? YES
(See attachment summary) -How many fields were applied on this year? 2
•Was a Field Summary Form submitted for each field? YES
•Were all the residuals applied to permitted land? YES
•Were all the residuals applied from permitted sources? YES
• •Were the field loading rates for each metal and PAN calculated(year to date)? YES
•Were the cumulative pollutant loading rates calculated? YES
•Were the calculations correct? YES
Page:1 Page:2

Permit:VV00010583 Owner-Facility:Davie County Public Utilities Permit:W00010583 Owner-Facility:Davie County Public Utilities
Inspection Date:09/012011 Inspection Type:Reconnaissance Reason for Visit:Routine Inspection Date:09/012011 Inspection Type:Reconnaissance Reason for Visit:Routine
•Were the PAN loading rates within permit limits? YES Type Yes No NA NE
•Were the heavy metal cumulative pollutant loading rates within permit limits? YES 0
•Were the residuals applied on a suitable crop? YES Distribution and Marketing
•Were the applications conducted during the crop's growing season? YES
•Were the Field Summary Forms complete? YES Land Application ■
•Was lime application on Field Summary Form? NO Record Keeping Yes No NA NE
4.Pathogen and Vector Attraction Reduction 00110
•Was a signed copy of the Pathogen and Vector Attraction Reduction Form submitted? YES Is GW monitoring being conducted,if required?
•Did the form indicate the period of coverage,the residual class,and the pathogen reduction altemative and the vector Are GW samples from all MWs sampled for all required parameters? 0 0 • 0
attraction reduction option used? YES
•Was the appropriate documentation to show pathogen and vector attraction reduction included in the report? YES Are there any GW quality violations?ons? O ❑ ■ O
•Was pathogen and vector attraction reduction demonstrated according to 40 CFR Part 503?YES
Is GW-59A certification form completed for facility? ❑ ❑ ■ ❑
5.Soil Tests
•Was a Standard Soil Fertility Analysis conducted for each application field?YES Is a copy of current permit on-site?
0 0 0 ■
•Were the soil pH's 6.0 or greater for each application field? YES
•If no was lime applied to those fields? NA Are current metals and nutrient analysis available? ■ ❑ ❑ ❑
•Were the copper and zinc indexes in the soil less than 3000 for each application field? YES
Are nutrient and metal loading calculating most limiting parameters? ■ ❑ ❑ ❑
6.General
•Was the report in the proper format?YES a. TCLP analysis? ■ ❑ ❑ ❑
•Were any parts of the annual report missing?NO
•Was the report submitted on time?YES b. SSFA(Standard Soil Fertility Analysis)? ■ ❑ ❑ ❑
Class B Pathogen Review Are PAN balances being maintained? ■ ❑ ❑ ❑
Alternative 1—Fecal Colifoml Density Are PAN balances within permit limits? ■ ❑ ❑ ❑
•Was the sampling conducted at the required frequency?YES
•Were seven samples taken?YES Has land application equipment been calibrated? 0 0 0 ■
•Was the geometric mean calculated and done correctly?YES
•Did the results show compliance(less than either 2,000,000 MPN/gram of total solids or 2,000,000 Colony Forming Are there pH records for alkaline stabilization? 0 0 ■ 0
Units/gram of total solids)? YES
Are there pH records for the land application site? 0 0 ■ 0
Vector Attraction Reduction Review
•Was the sampling conducted at the required frequency?YES Are nutrient/crop removal practices in place? ■ ❑ ❑ ❑
30-Day Bench Scale Test Do lab sheets support data reported on Residual Analysis Summary? ■ ❑ ❑ ❑
•Were residuals aerobically digested in lab?YES ■ ❑ ❑ O
•Were residuals 2%or less total solids?YES Are hauling records available?
•Was the test run for 30 days?YES
•Was the test done at 20°C(68°F)?NE Are hauling records maintained and up-to-date? 0 0 0 ■
•Was the reduction of on volatile solids(not total solids)?YES
•Was the reduction less than 15%?YES #Has pernittee been free of public complaints in last 12 months? ■ ❑ ❑ ❑
•Were lab sheets/calculations in report?YES
•Were calculations correct?YES Has application occurred during Seasonal Restriction window'? 0 0 ■ 0
Comment: 2010 Annual Report Review Only.
Pathogen and Vector Attraction Yes No NA NE
a. Fecal coliforn SM 9221 E(Class A or B) ❑ ❑ ■ ❑
Class A,all test must be<1000 MPN/dry gram 0
Geometric mean of 7 samples per monitoring period for class B<2.0°10E6 CFU/dry gram 0
Fecal coliform SM 9222 0(Class B only) ■ ❑ ❑ ❑
Page:3 Page:4

Permit:VV00010583 Owner-Facility:Davie County Public Utilities
Inspection Date:09/01/2011 Inspection Type:Reconnaissance Reason for Visit:Routine
Geometric mean of 7 samples per monitoring period for class B<2.0'10E6 CFU/dry gram
b. pH records for alkaline stabilization(Class A) 0 0 • 0
c. pH records for alkaline stabilization(Class B) 0 0 • 0
Temperature corrected 0
d. Salmonella(Class A,all test must be<3MPN/4 gram day) 0 0 • 0
e. Time/Temp on: 0 0 ■ 0
Digester(MCRT) 0
Compost 0
Class A lime stabilization 0
f. Volatile Solids Calculations ■ ❑ ❑ ❑
g. Bench-top Aerobic/Anaerobic digestion results ■ ❑ ❑ ❑
Comment: 2010 Annual Report Review Only.
Treatment Yes No NA NE
Check all that apply
Aerobic Digestion ■
Anaerobic Digestion 0
Alkaline Pasteurization(Class A) 0
Alkaline Stabilization(Class B) 0
Compost ❑
Drying Beds 0
Other ❑
Comment: 2010 Annual Report Review Only.
Sampling Yes No NA NE
Describe sampling:
Is sampling adequate? 0 0 0 ■
Is sampling representative? 0 0 0 •
Comment: 2010 Annual Report Review Only.
Page.5

Mitchell, Patrick
From: Hardee, Ed
Sent: Friday, August 26, 2011 4:10 PM
To: Roy Whitaker
Cc: [e-mail]; [e-mail]; Knight, Sherri; Mitchell,
Patrick
Subject: RE: Davie County Land Application Permit WQ0010583
Roy,
I see no problem with exceeding the Cooleemee WWTP DT limit as the sources are approved in the permit or by letter
from the Regional Office.The 200 dt is approved for the Cooleemee WWTP source. Be aware that all other permit
conditions apply. The mixed residuals are considered to be WWTP residuals and the monitoring requirements should be
based on Cooleemee WWTP residuals requirements. You may wish to modify attachment A to the permit to reflect the
change in dry tons.
If you have questions, please contact me.
Ed Hardee
Aquifer Protection Section
Land Application Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Phone (919) 715-6189
Fax (919) 715-0588
DISCLAIMER: Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties unless the content is
exempt by statute or other regulation.
From: Roy Whitaker fmailto:[e-mail]
Sent: Friday, August 26, 2011 2:43 PM
To: Hardee, Ed
Cc:[e-mail]; [e-mail]
Subject: Davie County Land Application Permit WQ0010583
Ed:
This is a follow-up to our phone conversation concerning dry ton limits on the Davie County permit.
The permit consist of three sources, Cooleemee WWTP (118 DT), Cooleemee WTP(279 DT) and Sparks Road WTP (136
DT).
The original concept was that the Cooleemee WTP residuals would be separated from the Cooleeemee WWTP residuals.
Due to co-mingling of the Cooleemee WTP residuals and the Cooleemee WWTP residuals,we are considering all
residuals to be WWTP residuals.
The co-mingling combined with the transfer of 84500 gallons from Mocksville's WWTP in February 2011 will necessitate
the removal of greater than the 118 dry ton limit assigned to the Cooleemee WWTP.
Based upon current nutrient and metals analysis percent solids along with the county's budgeted funds for the 2011
land application event and the Mocksville transfer,we are requesting the allowance of 200 dry tons under the
Cooleemee WWTP source.
1

If you have any questions,concerning this request,you may reach me at the numbers listed below.
Your assistance in matter is greatly appreciated.
Respectfully,
Roy
Roy L. Whitaker
Director, Business Development/Operations
EMA Resources, Inc.
755 Yadkinville Road
Mocksville, NC 27028
Office: 336-751-1441
Mobile: [phone]
www.emaresourcesinc.com
2

Mitchell, Patrick
From: Roy Whitaker[[e-mail]]
Sent: Thursday, August 18, 2011 9:47 AM
To: Mitchell, Patrick
Subject: RE: Davie County and Mocksville Land Application Events
Patrick:
We have not decided on any Davie County operations for 2011. We may wait until Spring 2012 for the Cooleemee
WWTP event. There will be no operations from Sparks Road WTP for several years (waiting for solids buildup).
We just ran at Mocksville the end of July. It will be 2-3 months(Oct/Nov) before the next operation. I will contact you a
couple weeks prior to next operations.
If anything changes with regard to Davie County, I will give you a call.
Roy
From: Mitchell, Patrick jmailto:[e-mail]
Sent: Monday, August 15, 2011 2:25 PM
To: roy.whitaker@)emaresourcesinc.com
Subject: Davie County and Mocksville Land Application Events
Roy,
Hope you are doing well.
When will you guys next be applying for the Davie County facilities(WQ0028806&WQ0010583)and for the Town of
Mocksville (WQ0003351)? I need to schedule inspections for these.
Thanks,
Patrick
Patrick L. Mitchell,LSS
NC DENR-DWQ
Aquifer Protection Section
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, NC 27107
Phone: [phone]
FAX: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.
1

mA
Resources, Inc.
February 25, 2011
Sherri Knight, Regional Supervisor
DWQ-Aquifer Protection Section
585 Waughtown Street
Winston-Salem,NC 27107
RE: Town of Mocksville Sludge Transfer
Summary of Operations
Dear Ms. Knight:
The transfer of aerobically digested sludge from Mocksville's Dutchman Creek WWTP to Davie
County's Cooleemee WWTP was executed on February 11th and 12t.
Thirteen tanker loads(6500 gallons/load)for a total of 84,500 gallons was transferred and off-
loaded into the Cooleemee WWTP 1.5MG sludge storage basin.
You will find attached the transportation logs documenting this transfer event.
If you have any questions concerning this request,you may contact Roy Whitaker at 336-909-
1718.
Respectfully,
EMA Resources Inc.
lei 1 14440
Roy L. Whitaker
Director Business Development/Operations
cc Christine Bralley
Patrick Mitchell
Johnny Lambert
Phone [phone] —Fax [phone]
755 Yadkinville Road—Mocksville,NC 27028

Mitchell, Patrick
From: Roy Whitaker[[e-mail]]
Sent: Friday, February 25, 2011 1:40 PM
To: Knight, Sherri; Mitchell, Patrick
Cc: Christine Bralley;[e-mail]
Subject: Mocksville-Dutchman Creek WVVfP Sludge Transfer Summary
Attachments: Mocksville Sludge Transfer Feb 2011 Summary Submittal.doc; scan0001.pdf
Ms. Knight:
You will find attached the summary of operations for the sludge transfer from Mocksville's Dutchman Creek WWTP.
If you have any questions,you may reach me at the office number below.
Respectfully,
Ay 4 kiiirtiLe
Roy L. Whitaker
Director, Business Development/Operations
EMA Resources, Inc.
755 Yadkinville Road
Mocksville, NC 27028
Office: 336-751-1441
Mobile: [phone]
www.emaresourcesinc.com
1

Phone [phone]
Fax [phone]
lkEMA
ources,Inc. 755 Yadkinville Road
Mocksville,NC 27028
Transportation Log
Project: flu u i S V I l' Date: 2.. ` //
Company Name: is/'C) K-'Ye'el/1 ]VC' . Driver Name:
Vehicle Number: 7' 2 / Hub Meter-Stop:
Hub Meter-Start:
Load WWTP Quantity Time Out Time At Field Site No. Field Zone/Miles
(gals.) (tons) (cu.yds.) Cam' Number
1 �, � •
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is {> fee". wiped
401
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5
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Phone 336•751.1441
MA
Far 3364,751.1442
.Re ounces,Inc. 7555 Yadkinville Road
Mocksville,NC 27028
Transportation Log Project: 6 G k 9 v r 1 I Date: 2- / 2 //
Company Name: S/ 0 " &Y ?(I S Q k Vlte Rs Driver Name: l'-7
Vehicle Number: S / 2 I Hub Meter-Stop:
Hub Meter-Start:
Load W WTP Quantity Time Out Time At Field —Lendo ner Site No. Field Zone/Miles
(gals.) (tons) (cu.yds.) Wid IP Number
1 PO i% 6 5-0 c.-2 K3 r 95-, c ie,€-; . ®,-.",-
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--Resources, Inc.
February 9, 2011
Sherri Knight, Regional Supervisor
DWQ-Aquifer Protection Section
585 Waughtown Street
Winston-Salem,NC 27107
RE: Town of Mocksville Sludge Transfer
Dear Ms. Knight:
This letter is a follow-up request discussed with Patrick Mitchell of your office on Wednesday,
February 9,2011. On behalf of the Town of Mocksville,we are requesting the emergency
approval for the transfer of approximately 125,000 gallons of aerobically digested sludge. The
sludge has been generated at the Town of Mocksville's Dutchman's Creek WWTP. The
proposed receiving facility would be Davie County's Cooleemee WWTP.
This request is due to the wet winter which has prevented access on the permitted land application
sites. This transfer will provide approximately 30 days of additional storage and assure that
Dutchman's Creek WWTP stays in compliance with its TSS discharge limits. The ten day
forecast looks promising for potential land application operations. The remaining stored solids
will be land applied under the Town of Mocksville permit(WQ0003351)as site access allows.
The proposed transfer to the Cooleemee WWTP would have the sludge off-loaded into the 1.5
million gallon storage basins. The Cooleemee WWTP is fortunate to have a 1.5 MG and 3 MG
storage basins. The blended sludge would be land applied under the Davie County permit
(WQ0010583) in Spring/Summer 2011.
If you have any questions concerning this request,you may contact Roy Whitaker at 336-909-
1718.
Respectfully,
EMA Resources Inc.
L. �Iw(�RIG6r
Roy L. Whitaker
Director Business Development/Operations
cc Christine Bralley
Patrick Mitchell
Phone [phone] —Fax [phone]
755 Yadkinville Road—Mocksville,NC 27028

ATA•
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
February 11, 2011
Ms. Christine Bralley, Town Manager
Town of Mocksville
171 Clement Street
Mocksville, North Carolina 27028
SUBJECT: Town of Mocksville Dutchman Creek WWTP
Request for Emergency Transfer of Aerobically Digested Sludge
Davie County
Permit No. WQ0003351
Dear Ms. Bralley:
This letter is in response to the letter from Mr. Roy Whitaker of EMA Resources, Inc. dated
February 9, 2011, requesting emergency approval for the transfer of approximately 125,000 gallons of
aerobically digested sludge. The sludge was generated at the Dutchman Creek WWTP and is proposed to
be hauled to Davie County's Cooleemee WWTP for storage until it can be land applied under Davie
County's Residuals Permit(WQ0010583) sometime in 2011.
Based on DWQ review of the available information, the proposal is hereby approved. Detailed records
concerning the amounts, dates and times of the sludge being transferred should be maintained and
submitted upon completion.
If you have any questions, please contact Mr. Patrick Mitchell or me at(336) 771-5000.
Sincerely,
Sherri V. Knight, P.E.
Regional Supervisor, Aquifer Protection Section
cc: Roy L. Whitaker,EMA Resources,Inc.
755 Yadkinville Road
Mocksville,NC 27028
Davie County Health Department
APS Central Office—Permit File WQ0003351
Winston-Salem Regional Office
585 Waughtown Street,Winston-Salem,North Carolina 27107 One
Phone:[phone] FAX:[phone] Customer Service:1-877-623-6748 North Carolina
Internet:http:Opportunity
\A cdenrve Action/wq
Employer
Naturally
An Equal Opportunity 1 Affirmative Action Employer

itchell, Patrick
From: Johnny Lambert[[e-mail]]
Sent: Thursday, February 10, 2011 3:18 PM
To: Mitchell, Patrick
Subject: Pump and Haul to Cooleemee WWTP
Patrick,
Cooleemee wwtp has enough space to store 125,000 gallons of Dutchman Creek WWTP sludge. We understand due to wet weather
there are not fields available at this time this has been done in the past EMA will be conducting this pump and haul and will be
keeping all sufficient records. Thanks
1

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
August 23,2010
Mr. Johnny Lambert, Public Utilities Director
Davie County Public Utilities
261 Chaffin Street
Mocksville,NC 27028
SUBJECT: Compliance Evaluation Inspection
Davie County Public Utilities, Cooleemee WWTP
Residuals Land Application Program
Davie County,NC
Permit No: WQ0010583
Dear Mr. Lambert:
On August 18, 2010 staff of the North Carolina Division of Water Quality's Winston-Salem Regional Office
(DWQ)performed a compliance inspection of the Davie County Public Utilities, Cooleemee WWTP residuals
land application program. Enclosed is the compliance inspection report for this inspection. Review of the
residuals generating site and application fields reflects compliance with permit WQ0010583. All necessary
records and documents were available at the time of inspection with the exception of the following:
■ Copy of current permit was not available at the residuals generating site.
A copy of the current permit must be kept onsite at the residuals generating facility. If needed, DWQ can
forward another copy of this permit to the facility. As a reminder, compliance and land application records are
required by the permit to be kept on file for a minimum of five years.
Please refer to the enclosed compliance inspection report form for additional observations and comments. If
you or your staff should have any questions,please call Patrick Mitchell at 336-771-5285.
Sincerely,
Sherri V. Knight, P.E.
Regional Supervisor, Aquifer Protection Section
enc.: Compliance Inspection Report
cc: Roy Whitaker,EMA Resources,Inc.
Davie County Health Department
APS Central Office-Permit File WQ0010583
r�l�■lrrr
Winston-Salem Regional Office
585 Vaughtown Street.Winston-Salem.North Carolina 271Cr' One
Phone:330,7 1 5CC.'O FAX:[phone] Customert 8--23-6 4S NorthCarolina
rvice 1.
n,emet.http unitl. nc3enivt: b wa Nat/tree/

State of North Carolina
Department of Environment Ipc.uppris,
and Natural Resources AI;
Division of Water Quality
Beverly H. Purdue, Governor
D E R
Dee Freeman, Secretary
Coleen H. Sullins, Director
NON-DISCHARGE COMPLIANCE INSPECTION REPORT
GENERAL INFORMATION
Owner: Davie County Public Utilities County: Davie
Permit No.: W00010583 Issuance Date: January 21, 2008
Facility Name: Cooleemee WWTP Residuals Expiration Date: December 31, 2015
Permittee Contact: Roy Whitaker(EMA) Telephone No.: [phone]
ORC Name: Roy Whitaker Cert#: 13283 Telephone No.: Same
Backup ORC: Brent Collins Cert#: 27651 Telephone No.: Same
Reason for Inspection
X ROUTINE COMPLAINT FOLLOW-UP OTHER
Type of inspection
X Residuals (503) Residuals (non-503) Other:
Inspection Summary: (additional comments may be included on attached pages)
Inspection of the residuals generating site and application fields NCDV 005-01 and
NCDV 006-01 were conducted on 08/18/2010. Accompanying DWQ on the inspection was Mr.
Roy Whitaker with EMA. Land applications took place in June, 2010. The facility was found to
be compliant with DWQ permit WQ0010583.
Is a follow-up inspection necessary: _Yes X No
Inspector(s) Name(s): Patrick Mitchell
Telephone: [phone] Fax: (336) 771 —4631
Date of Inspection: August 18, 2010 Entry Time: 9:50 am Exit Time: 1:05 pm

Cooleemee WWTP—Residuals Land Application Program Permit No WO0010583
Davie County Public Utilities 08/18/2010
Type of Residual
X Land Application (class B) Distribution and Marketing (class A)
Record Keeping [Y,N,NA, or NE]
N Copy of current permit available at residual generating site
Y Current metals and nutrient analysis (see permit for frequency)
Y TCLP analysis, SSFA (Standard Soil Fertility Analysis)
Y Nutrient and metals loading calculations (to determine most limiting parameter) YTD
Y Are PAN balances being maintained? Y Are PAN balances within permitted limits?
NA Are there pH records for alkaline stabilization?
Y Are there pH records for the land application site?
Y Nutrient/Crop removal practices in place?
Y Do lab sheets support data reported on Residual Analysis Summary?
Y Hauling records available (# gal and/or tons hauled during calendar year to date)
Y Field loading records, Y Field site maps and information
Y Records of lime purchased
Y Pathogen & Vector Attraction Reduction
Y Field inspection records
Y Free of complaint in past 12 months?
Comments:
Permit not available at WWTP at time of inspection. Permit copy to be obtained and kept onsite.
Pathogen & Vector Attraction Reduction Records
(Check which method(s) apply)
X Fecal coliform: X SM 9221 E (Class A or B)
SM 9222 D (Class B only)
pH records for alkaline stabilization: Class A? Class B?
Salmonella (Class A, all test must be <3MPN/4 gram day)
Time/Temp records on: _Digester (MCRT)
Compost
_Class A lime stabilization
X Volatile solids calculations
X Bench-top Aerobic/Anaerobic digestion results
Comments:
Treatment(check treatment type(s) used)
X Aerobic digestion
Anaerobic digestion
Alkaline Pasteurization (Class A)
Alkaline Stabilization (Class B)
Compost
Drying Beds
Other: (explain)
Page 2 of 3

Cooleemee WWTP—Residuals Land Application Program Permit No WQ0010583
Davie County Public Utilities 08/18/2010
Transport [Y, N, NA, or NE]
NE Copy of permit in transport vehicle?
NE Spill control plan in transport vehicle?
NE Is spill plan satisfactory?
NE Does transport vehicle appear to be maintained?
Comments:
No transport was taking place at time of inspection.
Storage
Describe storage: Storage in a 1.5 million gallon storage basin and in an equalization basin
Number of days/weeks/months of storage:
Is there a Spill Control Plan?
Sampling
Describe Sampling: grab sample
Is sampling adequate? Y Is sampling representative? Y
Land Application Site(s) (end use-application for class B biosolids) [Y, N, NA, or NE]
Y Evaluated? If so, complete below
NE Permit on site during application NE Spill plan on site
Y Buffers adequate & maintained Y Cover crop specified in permit
N Documented exceedance of PAN limits Y Site condition adequate
N Signs of runoff/ponding (if no, improvements recommended)
NE Rain Gauge on site during application NE Access restrictions and/or signs
Y Are limiting slopes buffered? No%for surface app.AND>18%for subsurface app.)
Y Application site free of ordors and/or vectors
NE Land application equipment in good operating condition, If present?
N Is application occurring at the time of inspection?
NE Are soil types consistent w/ Soil Scientist report/evaluation?
NE Is water table greater than 1' /3' bls?
NE Any surrounding wells?
Comments:
No land application was taking place during inspection. Land application occurred in June, 2010.
Many buffer flags were still present at time of inspection. Grass had greened in areas ofapplication,
showing drainageways and limiting slopes were correctly buffered out.
Monitoring well(s) Y or N: N
If yes, location of well(s):
Have required MWs been installed? Properly located w/respect to RB & CB?
Comments:
NA
Page 3 of 3

A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
January 13, 2010
Beth Dirks, County Manager
Davie County
123 South Main Street
Mocksville,NC 27028
SUBJECT: Annual Report Review
Davie County Public Utilities
Davie County Residuals Land Application Program
Permit No: WQ0010583
Davie County
Dear Ms. Dirks:
Enclosed please find a copy of the Annual Report Review conducted on January 13, 2010. The review was conducted by
Derek Denard of the Winston-Salem Regional Office. The Annual Report was reviewed for the year 2008,which was
received on Feb 10, 2009. The facility was found to be in Compliance with permit WQ0010583.
Soil pH lower than 6.0 was noted for application field NC-DV-005-01 which had a pH of 5.2. Permit Condition III. 9. h.
states the following: "If the pH is not maintained in the soil, residuals, and lime mixture, greater than 6.0,on land
application sites onto which residuals are applied, residuals may be applied to the sites provided that sufficient amounts of
lime is also applied to achieve a final pH of the soil mixture of at least 6.0, or if an agronomist provides information
indicating that the pH of the soil,residuals, and lime mixture is suited for the specified crop type. Any approved
variations to the acceptable soil pH(6.0)for land application will be noted in the most recently certified Attachment B of
the this permit."
Please refer to the enclosed report form for additional observations and comments. If you or your staff have any
questions, please call Derek Denard at 336-771-5286.
Sincerely,
Sherri V. Knight,P.B.
Regional Supervisor, Aquifer Protection Section
cc: Roy L Whitaker, EMA Resources, Inc.
755 Yadkinville Rd., Mocksville,NC 27028
Davie County Health Department
APS Central Office- Permit File WQ0010583, WSRO Files
Winston-Salem Regional Office
585 Waughtown Street,Winston-Salem,North Carolina 27107 One
Phone:[phone] FAX:[phone] Customer Service:1-877-623-6748 North' rall�C/arolina
Internet:www.ncwaterquality.org
An Equal Opportunity V Affirmative Action Employer Natural/

Compliance Inspection Report
Permit: WQ0010583 Effective: 01/21/08 Expiration: 12/31/15 Owner: Davie County Public Utilities
SOC: Effective: Expiration: Facility: Davie County Residuals Land Application
Program
County: Davie 123 S Main St
Region: Winston-Salem
Mocksville NC 27028
Contact Person: Roy L Whitaker Title: Phone: [phone]
Directions to Facility:
System Classifications: LA,
Primary ORC: Roy L Whitaker Certification: 13283 Phone: [phone]
Secondary ORC(s):
Brent M Collins Certification:27651 Phone: [phone]
On-Site Representative(s):
Related Permits:
Inspection Date: 01/13/2010 Entry Time: 10:00 AM Exit Time: 01:30 PM
Primary Inspector: Derek Denard 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 ❑ Not Compliant
Question Areas:
III Miscellaneous Questions III Record Keeping ■Pathogen and Vector
Attraction
(See attachment summary)
Page: 1

Permit:WQ0010583 Owner-Facility: Davie County Public Utilities
Inspection Date: 01/13/2010 Inspection Type:Compliance Evaluation Reason for Visit:Routine
Inspection Summary:
ANNUAL REPORT REVIEW
Reporting Period: 2008
Permit Details:
• Land Application or Distribution?Application
• Is 503?YES
• Class A or B? B
• Maximum Dry Tons Per Year:
Coolemee WTP: 279, Sparks Rd WTP: 136, Coolemee WWTP: 118
• Number of acres permitted: 128
• Number of fields in permit: 7
• Counties that land is permitted for: Davie, Rowan
• Monitoring Frequency for TCLP:Annually
• Monitoring Frequency for Residuals Analysis:Annually
• Monitoring Frequency for Pathogen &Vector Attraction Reduction:Annually
• Groundwater monitoring: N/A
Annual Report Review SOP Class B Land Application
1.Annual Land Application Certification Form
• Was a certification form submitted?YES
• Was land application conducted during the reported year?YES
• How many dry tons and dry tons per acre were applied?YES
• Were the applications within the permitted amount?YES
•Verify PAN if more than 10 tons/acre?N/A
• Did it indicate compliance?YES
• Was it signed by the appropriate people?YES
2. Monitoring
• Were the analyses conducted at the required frequency?YES
• Was an analyses taken for each source that was land applied?YES
• Were the metals analyses reported on the Residual Sampling Summary Form?YES
• Were the results reported in mg/kg?YES
• Were the heavy metals within ceiling concentration permit limits?YES
• If no,were the lab analyses attached? N/A
• Were all the required parameters tested?YES
• Was TCLP analysis conducted?YES
• Were the TLCP contaminants with regulatory limits?YES
3. Field Summary
• Were the land application events recorded on the Field Summary Forms?YES
• How many fields were applied on this year?4
• Was a Field Summary Form submitted for each field?YES
• Were all the residuals applied to permitted land?YES
• Were all the residuals applied from permitted sources?YES: Should use an NPDES number or the Coolemee WWTP for
Residual source column on the form.
Page: 2

Permit:WQ0010583 Owner-Facility: Davie County Public Utilities
Inspection Date: 01/13/2010 Inspection Type:Compliance Evaluation Reason for Visit:Routine
Were the field loading rates for each metal and PAN calculated (year to date)?YES
• Were the cumulative pollutant loading rates calculated?YES
• Were the calculations correct?YES
• Were the PAN loading rates within permit limits?YES
• Were the heavy metal cumulative pollutant loading rates within permit limits?YES
• Were the residuals applied on a suitable crop?YES
• Were the applications conducted during the crop's growing season?YES
• Were the Field Summary Forms complete?YES
• Was lime application on Field Summary Form? No lime applied.
4. Pathogen and Vector Attraction Reduction
• Was a signed copy of the Pathogen and Vector Attraction Reduction Form submitted?
• Did the form indicate the period of coverage, the residual class, and the pathogen reduction alternative and the vector
attraction reduction option used?
• Was the appropriate documentation to show pathogen and vector attraction reduction included in the report?
• Was pathogen and vector attraction reduction demonstrated according to 40 CFR Part 503?
5. Soil Tests
• Was a Standard Soil Fertility Analysis conducted for each application field?YES
Were the soil pH's 6.0 or greater for each application field? NO: Field NC-DV-005-01 had a pH of 5.2.
• If no was lime applied to those fields? NO
• Were the copper and zinc indexes in the soil less than 3000 for each application field?YES
6.General
• Was the report in the proper format?YES
• Were any parts of the annual report missing? NO
• Was the report submitted on time?YES
Class B Pathogen Review
Alternative 1 —Fecal Coliform Density
• Was the sampling conducted at the required frequency?YES
• Were seven samples taken?YES
• Was the geometric mean calculated and done correctly?YES
• Did the results show compliance(less than either 2,000,000 MPN/gram of total solids or 2,000,000 Colony Forming
Units/gram of total solids)?YES
Vector Attraction Reduction Review
• Was the sampling conducted at the required frequency?YES
30-Day Bench Scale Test
• Were residuals from aerobically digested treatment(Inspection)? NE
• Were residuals aerobically digested in lab?YES
• Were residuals 2% or less total solids? NO: 2.71, 2.77, 2.73, 2.71, 2.56
• Was the test run for 30 days?YES
• Was the test done at 20°C (68°F)? NE
• Was the reduction of on volatile solids(not total solids)?YES
• Was the reduction less than 15%?YES
• Were lab sheets/calculations in report?YES
• Were calculations correct?YES
Page: 3

Permit:WQ0010583 Owner-Facility: Davie County Public Utilities
Inspection Date: 01/13/2010 Inspection Type:Compliance Evaluation Reason for Visit:Routine
Type Yes No NA NE
Distribution and Marketing 0
Land Application ■
Record Keeping Yes No NA NE
Is GW monitoring being conducted, if required? ❑ ❑ ■ ❑
Are GW samples from all MWs sampled for all required parameters? 0 0 • 0
Are there any GW quality violations? 0 0 • 0
Is GW-59A certification form completed for facility? 0 0 • 0
Is a copy of current permit on-site? 0 ❑ ❑ ■
Are current metals and nutrient analysis available? ■ ❑ ❑ ❑
Are nutrient and metal loading calculating most limiting parameters? ■ ❑ ❑ ❑
a. TCLP analysis? 11000
b. SSFA(Standard Soil Fertility Analysis)? U ❑ ❑ ❑
Are PAN balances being maintained? ■ ❑ ❑ ❑
Are PAN balances within permit limits? ■ ❑ ❑ ❑
Has land application equipment been calibrated? 0 0 0 ■
Are there pH records for alkaline stabilization? 0 0 ■ 0
Are there pH records for the land application site? 0 0 ■ 0
Are nutrient/crop removal practices in place? ■ ❑ ❑ ❑
Do lab sheets support data reported on Residual Analysis Summary? ■ ❑ ❑ ❑
Are hauling records available? 0 0 0 •
Are hauling records maintained and up-to-date? 000 .
#Has permittee been free of public complaints in last 12 months? ■ ❑ ❑ ❑
Has application occurred during Seasonal Restriction window? 0 ■ 0 0
Comment: See summary for comments.
Pathogen and Vector Attraction Yes No NA NE
a. Fecal coliform SM 9221 E(Class A or B) ■ ❑ ❑ ❑
Class A,all test must be<1000 MPN/dry gram 0
Geometric mean of 7 samples per monitoring period for class B<2.0*10E6 CFU/dry gram ■
Fecal coliform SM 9222 D(Class B only) 0 0 ■ 0
Page: 4

Permit:WO0010583 Owner-Facility: Davie County Public Utilities
Inspection Date: 01/13/2010 Inspection Type:Compliance Evaluation Reason for Visit:Routine
Geometric mean of 7 samples per monitoring period for class B<2.0*10E6 CFU/dry gram 0
b. pH records for alkaline stabilization(Class A) 0 ❑ • 0
c. pH records for alkaline stabilization(Class B) 0 0 ■ 0
Temperature corrected 0
d. Salmonella(Class A, all test must be<3MPN/4 gram day) 0 ❑ • 0
e. Time/Temp on: 0 0 • 0
Digester(MCRT) 0
Compost 0
Class A lime stabilization 0
f. Volatile Solids Calculations U ❑ ❑ ❑
g. Bench-top Aerobic/Anaerobic digestion results 111000
Comment:
Page: 5

Li
November 24, 2008
Sherri Knight, Regional Supervisor
DWQ-Aquifer Protection Section
585 Waughtown Street
Winston-Salem,NC 27107
RE: Town of Mocksville Sludge Transfer
Dear Ms. Knight:
This letter is a follow-up request discussed with Derek Denard of your office on Friday,
November 21, 2008. On behalf of the Town of Mocksville,we are requesting the emergency
approval for the transfer of approximately 200,000 gallons of aerobically digested sludge. The
sludge has been generated at the Town of Mocksville's Dutchman's Creek WWTP. The
proposed receiving facility would be Davie County's Cooleemee WWTP.
The Dutchman's Creek WWTP is generating a greater amount of solids than their historical
record. Davie County personnel began operations of the Dutchman Creek WWTP in July 2008.
The plant has already wasted four times the annual volume in just five months.
This request is due to the pressure that this volume has placed on the small land based in the
existing permit(WQ0003351). We are proposing to the Town of Mocksville to increase the land
base by 100-150 acres.
The proposed transfer to the Cooleemee WWTP would have the sludge off-loaded into one of
two sludge storage basins. The Cooleemee WWTP is fortunate to have a 1.5 MG and 3 MG
storage basins. The blended sludge would be land applied under the Davie County permit
(WQ0010583) in 2009.
If you have any questions concerning this request,you may contact Roy Whitaker at 336-909-
1718.
Respectfully,
EMA Resources Inc.
Roy L . Whitaker
Roy L. Whitaker
Director Business Development/Operations
cc Ed Hardee, Derek Denard
Phone [phone] '-Fax [phone]
755 Yadkinville Road - Mocksville,NC 27028

EMA
—Resources, Inc.
RECEIVEC
N.C.Dept of ENR
FEB 2 2008
February 13, 2008 Winston-SalemRegional Office
DENR/Water Quality Section
Non-Discharge Compliance Unit
1617 Mail Service Center
Raleigh,NC 27699-1617
Re: 2007 Annual Report—Davie County
Treatment and Land Application of Residuals
Permit No. W0010583 (NPDES#NC0024872)
Dear Sir or Madam:
Enclosed are three copies of the 2007 Annual Report for the above referenced land
application permit.
EMA Resources Inc. took over the land application duties for Davie County in 2007. No
land application occurred in 2007. Please contact Brent Collins—Director of Technical
Services if you have any questions concerning this report.
Sincerel ,
of ins
Director of Technical Services
[e-mail]
R Ci IE, r)
h- 2 Q Z008
',!VA
Informavon Processing Jry
g Unit
Phone [phone] —Fax [phone]
29 Court Square—Mocksville,NC 27028

iuN C JLRI'1FICATION FORM
t#: WQ0010583 County: Davie Year: 2007
Facility Name(as shown on permit): Davie County
Land Application Operator: EMA Resources,Inc. Phone: [phone]
Land application of residual solids as allowed by the permit occurred during the past calendar year?
❑ Yes DJ No If No,skip Part A,and Part B and proceed to the certification. Also, if residuals were
generated but not land applied,please attach an explanation on how the residuals were handled.
Part A:
Total number of application fields in permit:I
Total number of fields land application occurred during the year:I
Total amount of dry tons applied during the year for all application sites:I
Total number of acres land application occurred during the year:
Part B:
Facility was compliant during calendar year with all conditions of the land application permit
(including but not limited to items 1-12 below)issued by the Division of Water Quality. ❑ Yes ❑ No
If no please,provide a written description why the facility was not compliant,the dates,and explain
corrective action taken.
1. Only residuals approved for this permit were applied to the permitted sites.
2. Soil pH was adjusted as specified in the permit and lime was applied(if needed)to achieve a soil pH of at
least 6.0 or the limits specified in the
P� permit.
3.Annual soils analysis were performed on each site receiving residuals during the past calendar year and three
(3)copies of laboratory results are attached.
4. Annual TCLP analysis was performed and three(3)copies of certified laboratory results are attached.
5. All other monitoring was performed in accordance with the
and three(3)copies of certified laboratory results are attachedlt and reported during the year as required
6. The facility did not exceed any of the Pollutant Concentration Limits in Table 1 of 40 CFR Part 503.13 or the
Pollutant Loading Rates in Table 2 of 40 CFR part 503.13 (applicable to 40 CFR Part 503 regulated facilities).
7.All general requirements in 40 CFR Part 503.12 and management practices in 40 CFR Part 503.14 were
complied with(applicable to 40 CFR Part 503 regulated facilities).
8.All operations and maintenance requirements in the permit were complied with or, in the case of a deviation,
prior authorization was received from the Division of Water Quality.
9. No contravention of Ground Water Quality Standards occurred at a monitoring well or explanations of
violations are attached to include appropriate actions and remediations.
10. Vegetative cover as specified in the permit was maintained on this site and the cro s
in accordance with the crop management plan. P grown were removed
11. No runoff of residuals from the application sites onto adjacent property or nearby surface waters has occurred.
12.All buffer requirements as specified on the permit were maintained during each application of residuals.
"I certify,under penalty of law,that the above information is,to the best of my knowledge and belief,true,
accurate,and complete.I am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing viola • s."
f
Terry L. Bralley, County Manager f , /II c
Permittee Name and Title(type or print) Signature of Permittee Date
4/0
Signature of Preparer* Date Signa of Land Applier / Date
(if different from Permittee) (if different from Permittee and Preparer)
*Preparer is defined in 40 CFR Part 503.9(r)

t--Resources, Inc.
Davie County's Cooleemee WWTP (NPDES#NC0024872)generated solids in 2007
which were transferred from the aerobic digester(150,000 gallons)to a sludge storage
basin(1.5 million gallons).
The existing permit(WQ0010583) sites owners have decided not to participate in the
land application program. A permit renewal/modification application was submitted in
September 2007. The application included four new landowners with a total of 128.0
applicable acres. It is anticipated that this permit will be issued early Spring of 2008.
The permit application included a plan for reducing backlogged solids at the Cooleemee
WWTP, Cooleemee WTP and Sparks Road WTP.
It is anticipated that land application operations will occur in Spring 2008.
Phone [phone] - Fax [phone]
29 Court Square- Mocksville,NC 27028

N.C.
MAY 0 5 2005
ins tr,7--S ai m
Regional Office
DISTRIBUTION OF
OTHER RESIDUAL SOLIDS
DAVIE COUNTY
SPARKS ROAD WATER TREATMENT PLANT RESIDUALS
MOCKSVILLE,NORTH CAROLINA
I
I
Prepared For:
Southern Soil Builders,Inc.
958 Hoots Road
Roaring River,North Carolina 28669
•,‘c\O\ct.\\°\
v(cSk y 0 13 Prepared By:
�P
#44
Branch Residuals& Soils,LLC
311 B South Westgate Drive
Greensboro,North Carolina 27407
May 2005
1

Ahl, BRANCH RESIDUALS & SOILS, LLC
311 B South Westgate Drive • Greensboro,NC 27407
PHONE[phone] • FAX[phone]
May 5, 2005
Department of Environment and Natural Resources
Division of Water Quality
Aquifer Protection Section
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Attention: Mrs. Shannon Thornburg
Reference: EXPRESS REVIEW FOR DISTRIBUTION OF OTHER RESIDUAL SOLIDS
Davie County,North Carolina.
Residual Solids Management Program
Mocksville,North Carolina
BR&S Job No. 2005-44
Dear Mrs. Thornburg:
Branch Residuals & Soils, LLC is under contract with Southern Soil Builders to prepare and submit
an express review application for Distribution of Other Residuals Solids (DORS) for the water
treatment plant residuals generated from the Davie County Sparks Road Water Treatment Plant.
This material will be given away as a soil amendment to local farmers. This material is generated
from water treatment plant processes and has no domestic wastewater components.
Please contact me immediately if you require additional information or have questions in the review
of the permit application.
Sincerely,
Jab
0�F*�\ G�\O�
O �h
O�`'�
Robert T. Branch, L. S. S. Gti;1`,�F��\
Project Manager ts<t, O<.3
cc: Mr. Dennis Key—Southern Soil Builders, Inc.
Mr. Terry Bralley—Davie County

TABLE OF CONTENTS
Section No. Title
I MANAGEMENT PLAN
Overview of Process and Residual Solids Handling
Distribution Methods for Reuse
Transportation and Logistics
Monitoring and Recordkeeping
II FACILITY INFORMATION
Vicinity Map
Process Flow Diagram and Narrative
Justification of Residuals Production Rate
Sampling Plan
Residual Analytical Reports and Calculations
III DISTRIBUTION OF OTHER RESIDUAL SOLIDS APPLICATION
FORM
IV PRODUCT INFORMATION SHEET
V SPILL CONTROL PLAN
VI DAVY COUNTY WATER PLANT RESIDUALS RECEIPT FORM
VII APPLICATION RATES
VII IRON INFORMATION AND FATE IN SOILS

AIV"Id. MMAIZfVAIVIAI
I MOI.L3ZS

MANAGEMENT PLAN
Davie County Water Treatment Plant (WTP) produces ferric residual solids from it's Sparks Road
facility as a bi-product of the generation of potable water. These residual solids are water plant
residuals and do not contain any domestic contributions and not subject to 40 CFR Part 503
regulation. This will be a new distribution and marketing permit and the residual solids are planned
to be distributed to local landowners by Southern Soil Builders.
Southern Soil Builders has identified a market for the Davie County WTP residuals and has offered
to transport and land apply these residuals to privately owned land. Application is made to
privately owned land based on the nitrogen needs of the crop grown on the privately owned land.
Overview of Process and Residual Solids Handling
Raw water is pumped from the 15 million gallon water reservoir to one of two of clarifiers. In the
clarifiers, ferric sulfate is mixed with the raw water as a coagulant. After water treatment plant
processes,water treatment plant residuals and filter backwashes are sent to one of two alum sludge
lagoons. In these lagoons, the water plant residuals (that are predominantly ferric in nature and not
alum) are allowed to settle. Effluent from these lagoons is decanted by gravity and discharged
under Davie County's current NPDES permit. Settled residual solids continue to be gravity
thickened over time. When the solids get too high, a land application event will be planned. These
solids will probably be land applied every 2 to 4 years. Prior to each land application event,
appropriate residual solids samples will be collected and sent to a qualified lab.
Distribution Methods for Reuse
The product will be given away to local landowners who desire the material as a soil amendment
The amount of material produced annually is estimated to be 50 dry tons, depending on weather
conditions and water usage needs of the surrounding industries. Because of cleanout schedules,
the amount is estimated to be 4 to 5 times that value due to the previous years' accumulation.

Davie County WTP Residuals will be distributed to local farmers some of which were
previously in the Harris land application program. In addition, land can be identified by other
farmers that may utilize these residual solids as a soil amendment by contacting and coordinating
activities with Southern Soil Builders. Application rates will be set based on the requirements
below.
Transportation and Logistics
Davie County WTP Residuals will be removed from the sludge lagoons and transported to the
application sites. Trucks will travel on major traffic routes to the application sites.
Individuals,agencies,or companies wishing to receive Davie County WTP Residuals will be issued
a product information sheet,the most recent copy of the analytical information, and Product Receipt
Form. The product information sheet will specify the buffer requirements of Davie County WTP
Residuals as well as application restrictions. The Product Receipt Form will document:
• Amount of Davie County WTP Residuals received,
• The name,address and telephone number of the person who prepared the residuals,
• The name, address and telephone number of the person distributing/land applying the
residuals,
• A description of the source or process by which the residuals are generated,
• A summary of the results from the most recent residuals sampling event,
• A summary of the volume of residuals distributed/land applied per acre,
• A summary of the nutrients land applied per acre,and
• A list of recommendations to the recipient of the residual regarding field use, soil testing,
pH adjustment,and other relevant agronomic information.
Both the Product Label and the Product Receipt Form will be required to ensure receipt of this
information and for the removal volume.. Copies of this information will be retained by Southern
Soil Builders and will be available for review upon request

Both Southern Soil Builders and the site receiver will be instructed as to the proper use of this
material as listed below:
• Applications should be made in accordance with approved application standards.
• Application shall not be made to land that is flooded, frozen,or snow covered.
• Application and storage must be performed to prevent runoff from the application or
storage site to any surface water.
• Buffer or"no application"zones with a 10 meters radius must be observed around water
wells, streams,lakes,rivers,and or natural uncontrolled drainageways.
• Applications must not be applied so thick as to cover existing vegetation.
Monitoring and Recordkeeping
Davie County requests that the WTP Residuals to be monitored annually for residuals analysis. A
set of seven(7) fecal analyses will be performed prior to each distribution event. A TCLP analysis
will be performed annually or at the time of each application event. The Davie County WTP
Residuals samples will be collected and delivered to a laboratory qualified to analyze residual solids
and that is familiar with routine environmental sample preparation and standards.
Records pertinent to the successful management of the land applications program will be
maintained for the benefit of the farm operator, DWQ, land applicator, and permittee. These
records will contain at a minimum:
• Source of the residuals.
• Date of the residual application,
• Information regarding the location of the residual application ( i.e. field owner name,
address,and telephone number,approximate field location, and field number)
• Method of application,
• Weather conditions,
• Soil conditions,
• Type of crop or crops to be grown on the field,
• Volume or weight of residuals applied to the field,
• Annual totals of dry tons per acre of residuals, annual pounds of plant available nitrogen,
and annual pounds of phosphorus applied to the field.

Each year an annual summary of the activities of the program will be prepared and delivered to the
appiopiiate agencies and participants on or before the 1st of March. The annual summary will
include:
1. A) Source of Davie County WTP Residuals
B) Volume/Weight of Davie County WTP Residuals
C) Name of Davie County WTP Residuals receiver
D) Intended use(s)of Davie County WTP Residuals
E) Volume/Weight of other Amendments or Bulking Agents
H) Annual totals of dry tons/acre of Davie County WTP Residuals,pounds of plant
available nitrogen(PAN),phosphorus,and lime applied distributed.
2. Annual or per application event nutrient and metal analyses of: Aluminum, Ammonia,
Arsenic, Cadmium, Calcium, Copper, Lead, Magnesium, Mercury, Molybdenum,
Nickel, Nitrate-Nitrite, Zinc, % Total Solids, pH, Phosphorus, Potassium, TKN,
Selenium, and Sodium. From this information, the Plant Available Nitrogen (PAN)
will be calculated.
3. An annual or per application event (if events take place at a frequency greater than
annually) Toxicity Characteristics Leaching Procedure (TCLP) analysis of Davie
County WTP Residuals.

SECTION II
FACILITY INFORMATION

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Process Flow Diagram and Narrative
Raw water is pumped at approximately 2,100 gpm (3 MGD) from the Yadkin River to the 15
million gallon raw water reservoir. Liquid alum is added to the raw water at a concentration of 10
mg/1 to control algae growth in the raw water reservoir.
Water is pumped from the raw water reservoir to two upflow clarifiers. 15 — 20 mg/1 of ferric
sulfate a coagulant and 1.4 mg/1 powder activated carbon for taste and odor control are added to the
raw water prior to the upflow clarifiers.
The clarified water passes through four mixed media filters of sand and anthracite. Approximately
1.5 mg/1 of chlorine is added just ahead of the filters to control algae and slime growth on the
filters.
The filtered water flows to a 1.0 million gallon clearwell where it is stored until it is pumped to the
distribution system. Chlorine is added to a concentration of 1.5 mg/1 as it leaves the filter.
Hydrofluorocylic acid is added to a concentration of 1.0 mg/1, a corrosion inhibitor, C-9 (zinc
chloride—phosphoric acid), and caustic(sodium hydroxide)to a concentration of 11.2 mg/1 are also
added prior to the clearwell.
The operator has the ability to add caustic ahead of the filter if needed but this is not done at this
time.
The plant has four filters that are backwashed approximately once every other day. Each backwash
uses approximately 25,200 gallons of water. Each upflow clarifier is backwashed approximately
every six hours of operation or 10 times per week and uses approximately 5,250 gallons of water
per backwash.
Residual solids and backwash are sent to the sludge lagoons. These two lagoons hold
approximately 1,000,000 gallons each. There solids and backwash are allowed to settle. Settled

residual solids remain in the lagoons while clear liquids gravity flow to the discharge point.
Discharged effluent from the sludge lagoons are monitored under NPDES permit No. NC0084212
to an unnamed tributary of the Yadkin River.
See following for process flow schematics for the Davie County Water Treatment Plant.

Figure 5. •
it WATER MAIN TO t-16"
tr_
[DISTRIBUTION SYSTEM
HIGH SERVICE METER >
4"SURFACE wASM- r� (� U-20" TREATED WATER
FlNISHED WATER SAMPLE l p Li RAW WATER SAMPLE
LOCA710N CODE 002 1 LOCATION CODE RW2
COMPLIANCE COMPLIANCE
F ,'.II I.- IJ FLUORIDE O O
LINE RGE µ C
BACKWASH PUMP t —"BACKWASH I\ I FEED _ '
1• �N• 'r-7- •t'4- •Y•-'- —•' -- f
� CHIAL CHLORE
;..a - FEED ��� STORAGE
1 1 -HIGH SERVICE PUMP NO. 2 RAW WATER WATER
`1 LHIGH SERVICE PUMP NO. I ACTIVATED CARBON 0.--FLUORKIE CHLORINE( I
ii11 CAUSTIC
CHLORINE O FEED 1
COAGUUWT(NALGO 9768)
;i i `20" SUCTION FROM CLEARWELL a C-9 (COROSION INHIBITOR)
AUTO IN-LINE 0 0 _ - - 1
TRANSFORMER PUMP ROOM MIXER gi
'Pt a
STARTERS I TREATED WATER SAMPLE v =PANEL EP2
LOCATION CODE TW2
MOP rr COMPLIANCE PIPE GALLERY
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1, I 1!Lt."' 1: � I 14"FILTER WASH SURFACE
v I� __ BACKWASH LINE
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• BACTER. I STOR. I i
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!I 'i\A.i�,1 I (�1 0 I 1 1 t zo'wAstE
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liI r YY�` r I II MONITORING j sliC
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II' ../ JANITOR R OFFICE -- I I I
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111 LAB 4 D I I I FILTER CLARIFIER j FILTER I 1 I FILTER CLARIFIER FILTER `BLOWER NO. I
NO. I NO. I NO. 2 f NS. 3 NO. 2 NO. 4 I fi
4
I I j II I I I I l Ii WASH GULLET(TVP.)
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�)� SPARKS ROAD WATER TREATMENT PLANT
TREATMENT SCHEMATIC
REVISED 7-26-2002

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TO N.H.---- JO.
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END WTP CONTRACT— u '� MANHOLE \+p-FM, .4 /
_ 4' PVC SEWER 4,SOH 40 PJC
SLOPE 1% I.N. • uIS. /PERFERATED PIPES
\—Mr1. IL BL: O 2 / /
FIRE HYDRANT - /
--:=7- ..
PIPE LINE 45
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' I --- - — RIVER OAU_

Justification of Residuals Production Rate
The Sparks Road Water Treatment Plant has been in existence for 12 years. During this time, the
sludge lagoons have not been emptied. Based on the current volume of the lagoons(approximately
129,000 cubic feet each) and the percent solids of 1.68 percent, the dry tons contained in each
lagoon will be approximately 68 dry tons. To allow the continued growth and possibility to clean
both lagoons out during a one year period if necessary,the dry tons set for this project is planned as
250 dry tons per year. It is however quite likely, the amount of dry tons to be land applied will be
less 50 dry tons per year once this initial cleanout event has occurred.
Sampling Plan
Davie County will collect grab samples from the sludge lagoons(s) that are to be cleanout and
ultimately land applied. Prior to each first distribution event, seven independent grab samples of
Davie County WTP Residuals will be collected and analyzed for fecal coliform. These samples
will be received and compared to the fecal coliform density standard of 1,000 either by Most
Probable Number(MPN)or Colony Forming Units(CFU). If any sample fails this requirement,the
Davie County WTP Residuals will not be distributed.
A mixture of the grab samples collected from the sludge lagoons will be analyzed for both nutrient
and metal and TCLP analyses. The nutrient and metal sample will be collected annually and
analyzed for: Iron,Aluminum,Ammonia,Arsenic, Cadmium, Calcium, Copper,Lead,Magnesium,
Mercury, Molybdenum, Nickel, Nitrate-Nitrite, Zinc, % Total Solids, pH, Phosphorus, Potassium,
TKN, Selenium, and Sodium. From this information, the Plant Available Nitrogen (PAN) will be
calculated. This sample of the Davie County WTP Residuals will be collected and composited
prior to being sent to a qualified laboratory that is familiar with routine environmental sample
preparation and standards.

Annually or at the time of an application event, a composite residuals solid sample will be analyzed
for TCLP. TCLP parameters are listed below:
Arsenic Barium Benzene Vinyl Chloride
Cadmium Carbon tetrachloride Chlordane Silver
Chlorobenzene Chloroform Chromium Toxaphene
o-Cresol m-Cresol p-Cresol Trichloroethylene
Cresol 2,4-D 1,4-Dichlorobenzene
1,2-Dichloroethane 1,1-Dichloroethylene 2,4-Dinitrotoluene
Endrin Hexachlorobenzene Heptachlor(and its hydroxide)
Hexachloroethane Lead Hexachloro-1,3-butadiene
Lindane Mercury Methoxychlor
Methyl ethyl ketone Nitrobenzene Pentachlorophenol
Pyridine Selenium Tetrachloroethylene
2,4,5-Trichlorophenol 2,4,6-Trichlorophenol 2,4,5-TP(Silvex)
In addition,the residual analyses will be monitored for ignitability,corrosivity,and reactivity.

Residual Analytical Reports and Calculations

Davie County
Sparks Road WTP
Mar-05
€€:'::::::.Date Sai led .: Ie l+ollform .. ..........:..
1
:.:.:.:.:.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:.:.:.::.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:..:.:.:.:.:.:.:.:.:.:.:.:.:.:.
.........:.:.:.:. :..:.:.:....... ..�����'� 3/21/05 :.:.:.:................. � 291 2.464
2 3/21/05 577 2.761
3 3/21/05 580 2.763
4 3/21/05 573 2.758
5 3/21/05 576 2.760
6 3/21/05 577 2.761
7 3/21/05 561 2.749
Maximum ? ; 3 `€
Most Probable Number/Gr
am 11111111i111111111111111111111111111$0.0111111111011111111111111111111111111Fecal Coliform/gram
Fecal Coliform values are less than 1,000 and meets the Class A pathogen reduction
requirement
Data provided in this summary have been used for the values and geometric means
reported on the Annual Pathogen and Vector Attraction Reduction Form for this
reporting period.

Residual PAN Calculation
Davie Count WTP Residuals
TKN 13,700.00 ......... .....!`4tga& N 13,100.00
M 600.00 iiiiiNtaAtti.INtiiiiiiill4itikA 300.00
::::: i'" ' "MNQ3?NOa 142.00 i€ 001:T 1*044 piled 250.00
....:i:ii: ;leah a.tioailtafi' 0.40
Initial Application and PAN
PAN= [min.rate(TKN-NH3)+0.5(NH3)+NO3-NO2] r *iiiniiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiiii:iiiniiiiilirlAViii':iiiiMi%iiii
iitltl!t'iii€ iiiii
:::::::::::::::::::is:::::::::::h7in Rali:::::::Qt'$aOi�rN:::::::::::::::1N##3�;fter::N'e1:........::::kN�g.......:::... ..::::::�!ti:i:i:i:i: i:i ;.............. . ...
First Year 0.40 13,100 300 142.00 I 5,682 11.36
Organic N Mineralized 1st Year 5,240.00 mg/Kg
PAN released from initial application above
:•:•:•:•:•:•:•:•:•:.:•......•.•...:.:•:•'OBE ........................:..:.....:.:.:.:•:•...•.•.•.:0. ..kc]!144el0x : ;:::i:;:;lgisi:::i::::s::i!#1V=4il ra�»ed` C0rgiigkiNii•:•
';`i:€€ :;: :ii:'•i: €:i:i:ii iiiiiiiiiiii;i:i:i:i:i:i:i ;i i:i:i:i.. •'i:i:i::::::ii::::i :::::'•i::::::: i::::i::: ::'•s::i:::::::ii:: :: ::::ii::;:::::
r. .i : N':::i:;:i40 Oki*i:i: �d:?!;0a ::i: 3*ti V E4 iYiea.. ...::.::::.:.:::.•.•:•.•.;.....•.•. ..:
iiiiiiiiiiiiiiiiiiiiiii ip?Ii� �i:i: ..�.. �................................ ........................... :.............. ......:.......:.. .................:.:..:..:....:. :::.::::: :::::.:::.:::::::::::::::
:::;::,?*Iiis ;€ €( ug(I g ii;ilia( ! ;:;;;iii:iimilt ! - iii (!! � i(! .•...•.. l ..... .: . .•.
2 0.20 13,100 5,240 0 0 0 1,572 3.14
3 0.10 13,100 5,240 1,572 0 0 629 1.26
4 0.05 13,100 5,240 1,572 629 0 283 0.57
5 0.03 13,100 5,240 1,572 629 283 134 0.27
Cumulative PAN Released Years 2 5 following initial application 2,618.17 16.60
Acreage Calculations and Site Life
Dry tons to land apply 250.00 16.60 4,150.08 Maximum Adjusted PAN lbs/Year
Most limiting PAN Small Grains 50 4,150.08 83.00 Acreage Requirement
Maximum PAN Fescue 250 4,150.08 16.60 Acreage Requirment
Maximum Loading Rate 16.60 250 15.06 Maximum Application Rate
tttsittt'.; : :i:i:i .•.•....•.-.•.•:iiiiii i iii:1:iiiiiiiiii;ii;;;h iiii;;i:Ili€;i;; iii;; iii;iiiiii;i
isii:;: •••-i:i :'i: ••• •:€'•• :e • i••••ii•1 • i.ii;:..:..•:*........... .........11?i i nt .•.,.........-.............:•...........•...........,..... :.,............-.•
..lig..•........... ..Ib �'.aid.............................,..p?dl,.:.............. ...........................:.. ..............................:.:.:.::...::.:.:.:...:.:.:.......:.:.:...:.:.:.
•••
•
• • • • • :•: wipe i iiiiiiiiii::•- eiiiiiiiiii hill;;iiiiiii;iiiiiiii:; iiIi;i;;i iii;i;iiii;iiii;ii ii••••••••••• iii;iiri � abl
..................:.........
:::::;;�... �a�ivaii ii�as�ikei('Coal iR�(1.:.:.....t?�.....:.: '. :.:.:.:.:r�!±►�►`......................................... ... ............•.................. ..•....
€iiii'•.ii;:hill€ii
Arsenic 15.06 0.01 0.13 36.00 267
Cadmium 15.06 0.00 0.03 34.00 1,129
Chromium 15.06 NA #VALUE! 2,677.00 NA
Copper 15.06 1.14 17.17 1,388.00 81
Lead 15.06 0.03 0.48 267.00 554
Mercury 15.06 0.00 0.01 15.00 2,490
Molybdenum 15.06 0.01 0.15 89.00 591
Nickel 15.06 0.10 1.51 374.00 248
Selenium 15.06 0.00 0.06 89.00 1,500
Zinc 15.06 0.33 5.00 2,498.00 500
The limiting site life is 81 years.
The limiting pollutant is Copper

Residual PAN Calculation
Davie County WTP Residuals
Result Application Method First Year Five-Year
Parameter (mg/kg) PAN Maximum Adjusted
Aluminum 15,446.00 PAN
Ammonia-
Nitrogen 600.00 (mg/k8) (mg/kg)
Calcium 3,100.00 Surface 5,682 8,300
Magnesium 900.00 InjectionMcorporation 5,982 8,600
Nitrate-Nitrite
Nitrogen 142.00
pH 6.70 SAR 0.47
Phosphorus 3,500.00
Potassium 500.00 PAN Pounds of PAN per Dry Ton Pounds of PAN per Year
Sodium 900.00 (Weighted Average)
Total Kjeldahl Incorporation or Incorporation or
Nitrogen 13,700.00 Surface Injection Surface Injection
First-Year 11.36 11.96 2,841.00 2,991.00
Five Year Maximum Adjusted 16.60 17.20 4,150.08 4,300.08
Assumed Acres Required Using Acres Required Using
Application Rate First-Year PAN Concentration Five-Year Maximum Adjust PAN
(!!u PAN/ac-yr) Concentrations
Incorporation or Incorporation or
Surface Injection Surface Injection
70 40.59 42.73 59.29 61.43
150 18.94 19.94 27.67 28.67
250 11.36 11.96 16.60 17.20

PAR Laboratories, Inc.
PAR 2217 Graham Park Drive
LABORATORIES,INC. PO Box 411483
11111111/1 Charlotte, NC 28241-1483
NC Cert#20;SC Cert#99003001
CLIENT NAME: S S B 63426
SAMPLE DATE: 03/21/05
ANALYSIS: FECAL COLIFORM, GEOMETRIC MEAN
ANALYSIS METHOD:SM 9221 E
LAB ID #: Sample # F. Coliform T. Solids % FC/gram LOG FC/gm
1 < 1250 4.29 291.3752914 2.4645
2 < 2500 4.33 577.3672055 2.7615
3 < 2500 4.31 . 580.0464037 2.7635
4 < 2500 4.36 573.3944954 2.7585
5 < 2500 4.34 576.0368664 2.7605
6 < 2500 4.33 577.3672055 2.7615
7 < 2500 4.45 561.7977528 2.7496
Log Ave.
Fecal Coliform Less Than Log/Sum 19.0193 2.7170
Geometric Mean= 521

Report Number: A$L EASTERN AGRICULTURAL LABORATORIES, INC.
2005-R008-195 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Lab Number: Fax No. [phone]
40210 Page 1
Account Number:
46381 Samples Submitted By:
DENNIS KEY
Send To: SOUTHERN SOIL BUILDERS DAVIE CO WTP
DENNIS KEY
958 HOOTS ROAD
ROARING RIVER NC 28669 NC CERT#257 Date Sampled: 01/12/2005
Date Received: 01/14/2005
Sample ID: DAVIE CO WTP Date Reported: 01/19/2005
BIOSOLIDS ANALYSIS REPORT
Detection
Result Result Limit Analysis Analysis
Parameter (%) (mg/kg) (mg/kg) Analyst Date Time Method Reference
SOLIDS(AS IS) 1.68 16800 100 JCM 01/14/2005 16:00 SM 2540 G
NITROGEN(TKN) 1.37 13700 100 KCS 01/17/2005 16:00 EPA 351.3
PHOSPHORUS 0.35 3500 100 JCM 01/17/2005 13:00 SW 846-6010B
POTASSIUM 0.05 500 100 JCM 01/17/2005' 13:00 SW 846-6010B
SULFUR 0.48 4800 100 JCM 01/17/2005 13:00 SW 846-60108
CALCIUM 0.31 3100 100 JCM 01/17/2005 13:00 SW 846-6010B
MAGNESIUM 0.09 900 100 JCM 01/17/2005 13:00 SW 846-6010B
SODIUM 0.03 300 100 JCM 01/17/2005 13:00 SW 846-6010B
IRON 269043 1 JCM 01/17/2005 13:00 SW 846-6010B
ALUMINUM 15446 10 JCM 01/17/2005 13:00 SW 846-6010B
MANGANESE 622 1 JCM 01/17/2005 13:00 SW 846-6010B
COPPER 570 1 JCM 01/17/2005 13:00 SW 846-6010B
ZINC 166 1 JCM 01/17/2005 13:00 SW 846-6010B
AMMONIA-NITROGEN 0.06 600 100 KCS 01/17/2005 15:00 EPA 350.2
NO3-NO2 NITROGEN 142 10 KCS 01/17/2005 15:30 SM 4500-NO3 F
CADMIUM ND 1 JCM 01/17/2005 13:00 SW 846-6010B
NICKEL 50 5 JCM 01/17/2005 13:00 SW 846-6010B
LEAD 16 5 JCM 01/17/2005 13:00 SW 846-6010B
S?aAL 64--
ALL VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED. PAUL C.H.CHU C.NORMAIAll— JONES
Our repots:IRd letters are for the e c/!Jr:,ve and conffrkrrltlal JI>E Of our clients,and may not be reproduced lr;whole or it pad, not may a'iy!atecr'ucu be in:ic'p
to the lw?l±( 'he results, 01 Plc i;nin any q1 any .c;zl.t-tiSNng, news teleat3e, of rather.public announcements without otttilin,np our xd at a'iitr`r 'ith , 3,1U'r

Report Number A&L EASTERN AGRICULTURAL LABORATORIES, INC.
2005-R008-195 7621 Whitepine Road • Richmond, Virginia 23237 • [phone]
Lab Number: Fax No. [phone] At
40210 Page 2
Account Number:
46381 Samples Submitted By:
DENNIS KEY
Send To: SOUTHERN SOIL BUILDERS DAVIE CO WTP
DENNIS KEY
958 HOOTS ROAD
ROARING RIVER NC 28669 NC CERT#257 Date Sampled: 01/12/2005
Date Received: 01/14/2005
Sample ID: DAVIE CO WTP Date Reported: 01/19/2005
BIOSOLIDS ANALYSIS REPORT
Detection
Result Result Limit Analysis Analysis
Parameter (%) (mg/kg) (mg/kg) Analyst Date Time Method Reference
ARSENIC 4.47 0.2 KMM 01/19/2005 16:00 SW 846-7061A
MERCURY ND 0.2 KMM 01/19/2005 16:00 SW 846-7471A
SELENIUM 1.97 0.1 KMM 01/19/2005 16:00 SW 846-7741A
PH(STD.UNITS;AS IS) 6.70 RD 01/17/2005 12:30 EPA 150.1
ORGANIC NITROGEN 1.31 13100 100 DCH 01/17/2005 . CALCULATION
MOLYBDENUM ND 5 JCM 01/17/2005 13:00 SW 846-6010B
"Y eh-
-ALL VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED. PAUL C.H.CHU C.NORM JONES
Our reports and letters are for the exclusive and confidential use of our clients, and may not be reproduced in whole or in part,nor may any reference be made
to the work. the results,or the company in any advertising,news release,or other public announcements without obtaining our prior written authorization.

PAR PAR Laboratories, Inc.
2217 Graham Park Drive
LABORATORIES,INC. PO Box 411483
Charlotte, NC 28241-1483
Phone: [phone]; Fax: [phone]
NC Ceti#20;SC Cert N 99003
www.parlabs.com
REPORT OF ANALYSES
Attn: DENNIS KEY
SOUTHERN SOIL BUILDERS PROJECT NAME: MAR 05
958 HOOTS ROAD DATE: 04/04/05
ROARING RIVER, NC 28669-0000
SAMPLE NUMBER- 63428 SAMPLE ID- DAVIE COUNTY WTP
DATE SAMPLED- 03/21/05TIM SAMPLE MATRIX- SO
UKN
DATE RECEIVED- 03/21/05 SAMPLER- DENNIS KEY E RECEIVEDSAMPLED-MJ
TIME RECEIVED- 1411 DELIVERED BY- DENNIS KEY SAM BY-E Grab
SAMPLE- Grab
Page 1 of 3
ANALYSIS
ANALYSIS METHOD DATE TIME BY RESULT UNITS
TCLP CHARACTERISTICS TCLP 03/22/05 1600 SUB
pH VALUE TCLP 03/22/05 1600 SUB 6.91 S.U.
CORROSIVITY TCLP 03/22/05 1600 SUB < NON
REACTIVITY TCLP 03/22/05 1600 SUB < NON
FLASH POINT TCLP 03/22/05 1600 SUB > 140 degrees F
IGNITABILITY TCLP 03/22/05 1600 SUB < NON
PAINT FILTER TEST TCLP 03/22/05 1600 SUB < NFL
TCLP METALS TCLP 03/22/05 1600 SUB
ARSENIC TCLP 03/22/05 1600 SUB < 0.5 ppm
BARIUM TCLP 03/22/05 1600 SUB < 10 ppm
CADMIUM TCLP 03/22/05 1600 SUB < 0.1 ppm
CHROMIUM TCLP 03/22/05 1600 SUB < 0.5 ppm
LEAD TCLP 03/22/05 1600 SUB < 0.5 ppm
MERCURY TCLP 03/22/05 1600 SUB < 0.02 ppm
SELENIUM TCLP 03/22/05 1600 SUB < 0.1 ppm
SILVER TCLP 03/22/05 1600 SUB < 0.5 ppm
TCLP PESTICIDES TCLP 03/22/05 1600 SUB
ENDRIN TCLP 03/22/05 1600 SUB < 0.002 ppm
LINDANE TCLP 03/22/05 1600 SUB < 0.04 ppm
METHOXYCHLOR TCLP 03/22/05 1600 SUB < 1 ppm
TOXAPHENE TCLP 03/22/05 1600 SUB < 0.05 ppm

PAR PAR Laboratories, Inc.
2217 Graham Pork Drive
LABORATORIES,INC. PO BOX 411483
Charlotte, NC 28241-1483
Phone: [phone]; Fax: [phone]
NC Cert#20:SC Cert 8 99003
www.parlabs.com
Page 2 of 3
CONTINUATION OF DATA FOR SAMPLE NUMBER 63428
ANALYSIS
ANALYSIS METHOD DATE TIME BY RESULT UNITS
CHLORDANE TCLP 03/22/05 1600 SUB < 0.003 ppm
HEPTACHLOR (AND ITS EPDXIDE) TCLP 03/22/05 1600 SUB < 0.0008 ppm
TCLP HERBICIDES TCLP 03/22/05 1600 SUB
2,4-D TCLP 03/22/05 1600 SUB < 1 ppm
2,4,5-TP(SILVEX) TCLP 03/22/05 1600 SUB < 0.1 ppm
TCLP ORGANICS TCLP 03/22/05 1600 SUB
BENZENE TCLP 03/22/05 1600 SUB < 0.05 ppm
CARBON TETRACHLORIDE TCLP 03/22/05 1600 SUB < 0.05 ppm
CHLOROBENZENE TCLP 03/22/05 1600 SUB < 10 ppm
CHLOROFORM TCLP 03/22/05 1600 SUB < 0.6 ppm
o-CRESOL TCLP 03/22/05 1600 SUB < 20 ppm
p-CRESOL TCLP 03/22/05 1600 SUB < 20 ppm
m-CRESOL TCLP 03/22/05 1600 SUB < 20 ppm
1,4-DICHLOROBENZENE TCLP 03/22/05 1600 SUB < 0.75 ppm
1,2-DICHLOROETHANE TCLP 03/22/05 1600 SUB < 0.05 ppm
1,1-DICHLOROETHYLENE TCLP 03/22/05 1600 SUB < 0.07 ppm
2,4-DINITROTLUENE TCLP 03/22/05 1600 SUB < 0.013 ppm
HEXACHLOROBENZENE TCLP 03/22/05 1600 SUB < 0.013 ppm
HEXACHLOROBUTDIENE TCLP 03/22/05 1600 SUB < 0.05 ppm
HEXACHLOROETHANE TCLP 03/22/05 1600 SUB < 0.3 ppm
METHYL ETHYL KETONE TCLP 03/22/05 1600 SUB < 20 ppm
NITROBENZENE TCLP 03/22/05 1600 SUB < 0.2 ppm
PENTACHLOROPHENOL TCLP 03/22/05 1600 SUB < 10 ppm
PYRIDINE TCLP 03/22/05 1600 SUB < 0.5 ppm
TETRACHLORETHYLENE TCLP 03/22/05 1600 SUB < 0.07 ppm
TRICHLOROETHYLENE TCLP 03/22/05 1600 SUB < 0.05 ppm
2,4,5-TRICHLOROPHENOL TCLP 03/22/05 1600 SUB < 40 ppm
2,4,6-TRICHLORPHENOL TCLP 03/22/05 1600 SUB < 0.2 ppm
VINYL CHLORIDE TCLP 03/22/05 1600 SUB < 0.02 ppm
1....54,"."-- 19F
LABORATORY DIRECTOR

SECTION III
DISTRIBUTION OF OTHER RESIDUAL SOLIDS APPLICATION FORM

•
•
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Environmental Management
Non-Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
DISTRIBUTION OF OTHER RESIDUAL SOLIDS
Tnis application is intended for facilities which are EXEMPT from 40 CFR Part 503 0(1 Ok
I. GENERAL INFORMATION: \15)\ G��ON
<�GQ�O�- 10051
1. Applicant's name(please specify the name of the municipality,corporation,individual,etc.): po\)\**'''
Davie County
2. Prim owners or signing official's name and title(the person who is legally responsible for the facility and its compliance):
Mr. Terry L. Bralley
3. Mailing address: 123 South Main Street
City: Mocksville State: NC Zip: 27028
Telephone Number. ( 336 ) 7 51 —5 513
4. Application Date: May 5, 2005
5. Fee Submitted:S 4,01 3. 00 [The permit processing fee should be as specified in 15A NCAC 2H.0205(c)(5).]
6. Specify how these residuals will be distributed: sold or given away in bags or other containers; lawn(bulk);
home garden(bulk): X other, Given away through land application.
7. if the alternative for residual disposal consists of"surface disposal"as defined under 40 CFR Part 503.please complete the
application titled "SURFACE DISPOSAL OF RESIDUAL SOLIDS. Please identify if there is any storage of residuals in
a surface impoundment or disposal thru landfilling. Explain:
NLA
8. Is the residual prbcess facility also the generator? Yes;
3 0' 0 3'o W of residual process facility
9. Latitude: 3 6 01 5 8 N Longitude: 80°
10. Specify whether the process facility is owned by: federal; private; state; . X local government;
11. Comity where facility is located: Davie
II. PERMIT INFORMATION: •
1. Application No.(will be completed by DELI):
2. Specify whether project is: X new; renewal`: modification
For renewals, complete all sections included in the.application. Engineering Signature and Seal not required fot
renewals or if there is not any construction involved with the subject project.
3. If this application is being submitted as a result of a renewal or modification to an existing permit. list the existing pezmii
numba and its issue date
FORM: DORS 06/94 Pale l of 7

III. FACILITY INFORMATION (attach additional pages for additional sources of residuals):
w•`- z-^- duals are generated or prepared: Sparks Road Water Treatment Plant •
�W;o 1.3 o t5 Davie CountyWater System
2. Facility permit number: pIC008421 2 ; facility permit bolder:
3. Specify whether facility in Section IIL1 is owned by: federal; private; state; x local government;
4. Specify facility design flow: 3.0 mgd; facility average daily flow: 1 . 2 mgd;
Type of residual storage: 2 Lagoons
Volumeofresidualstorage: 1Million Gallons/lagoon 2 Million Gallon Total
Length of residuals storage at facility: 3 6 5+ days (the Division requires a minimum 30 days storage in units that
are separate from treatment system,i.e.not in clarifiers,aeration basins,etc.);
Estimated volume of residuals: 2 5 0 (dry tons/yr.);
5. If the residual process facility is not the same as the generator,please specify delivery frequency and quantity of residual to .
be processed: N/A
6. Facility contact(person familiar with residuals preparation): Mike Miller
7. Facility contact's telephone number: ( 336 ) 9 9 8—9 7 63
8. Location of treatment facility: North Carolina State; Davie • County
9. Mailing address: 728 Sparks Road
Mocksville, NC 27028
10. Specify the source of the residuals: X treatment of water fottipx sludges); treatment of industrial wastewater
(100 k industrial residuals); treatment of industrial wastewater mixed with domestic wastewater (please specify
appropriate percentages of Se industrial wastewater, %domestic wastewater);
x other(explain): Treatment of Water Ferric Residual Solids.
Attach an explanation of either the treatment process,manufacturing process, or bow the waste is generated. Provide full
and complete details of the entire process.
11. Does the facility which generates the residuals have an approved pretreatment program? Yes; X No.
This includes facilities which are classified as a"Class I"facility(any publicly owned treatment works required,under 40
CFR 403.8, to have an approved pretreatment program or any facility treating domestic sewage that is classified as"Class
I" the appropriate federal or State authority)
IV. RESIDUALS LNFOR\IATION (attach additional pages for additional sources of residuals):
1. Information for Hazardous Waste (RCRA)Determination. The information requested on the Emitations specified below
pertain only to those residuals that are generated from a municipal wastewater treatment facility with industrial contribution
or active pretreatment program and from any other treatment facility with wastewater sources that include industrial sources.
a. Are any of the residuals covered by this application listed in 40 CFR 26131 26133? Yes; X No. If Yes,
list the number(s):
b. Do the residuals exhibit any of the four characteristics defined by 40 CFR 261.21-26124? Yes; X No.
Attach laboratory results for the Toxicity Characteristic Leaching Procedure Analyses, Reactivity, Ignitabiiity, and
Corrosivity for each residual.
FORM: DORS 06/94 Pa2e 2 of 7

•
• Note: If the following constituent levels(as determined by the Toxicity Characteristic Leaching Procedure Analyses)arc
exceeded in the residuals or if the, pH of the residual is not within the range listed below, the residual is b,
definition a Hazardous waste. Chemical analyses must be made to Minimum Detection Levels.
PPM PPM
Arsenic 5.0 Barium 100.0
Benzene 0.5 Cadmium 1.0
Carbon tetrachloride 0.5 Chlordane 0.03
Chlorobenzene 100.0 Chloroform 6.0
Chromium 5.0 o-Cresol 200.0
m-Cresol 200.0 p-Cresol 200.0
Cresol 200.0 2,4-D 10.0
1,4-Dichlorobenzene 7.5 1,2-Dichloroethane 0.5 •
1,1-Dichloroethylene 0.7 2,4-Dinitrotoluene 0.13
Endue 0.02 Hepachlor(and its hydroxide) 0.008
Hexachlorobenzene 0.13 Hexaehloro-1,3-buadiene 0.5 y
Hexachloroethane 3.0 Lead 5.0
Lindane 0.4 Mercury 0.2
Methoxychlor 10.0 Methyl ethyl ketone 200.0 ,
Nitrobenzene 2.0 Pentachlorophenol 100.0
Pyridine 5.0 Selenium 1.0
Silver 5.0 Tetrachloroethylene 0.7
Toxaphene 0.5 Trichloroetbylene • 0.5
2,4,5-Trichloropbenol 400.0 2,4,6-Trichlorophenol 2.0
2,4,5-TP (Silvex) 1.0 Vinyl chloride 0.2
pH (2:1 vol./wt.): >2.0 s.u. - <12.5 s.u.
NOTE: IF ANY OF THE RESIDUALS MEET THE DEFINITIONS OF A HAZARDOUS WASTE,
AS NOTED IN EITHER "A" OR "B" ABOVE, A PERMIT CANNOT BE ISSUED FOR
THAT MATERIAL AND IT SHOULD NOT BE INCLUDED AS PART OF THIS
APPLICATION.
2. For each residual,please attach a complete chemical analysis of the material. This analysis must be comprehensive enough
to completely characterize the residual and must be based upon a review of the process that generates the material. If the
facility that will generate the residual is not yet in operation, the characterization must be based on similar existing
facilities and projection based on the type of facility. The analysis must include a minimum of the following parameters
and any other known and suspected contaminants that are tributary to the system.
Cadmium Aluminum pH
Copper Ammonia-Nitrogen Phosphorus
Lead Calcium Potassium
_Nickel Magnesium Sodium
Zinc Nitrate-Nitrite Nitrogen TICK .
4r Total Solids Plant Available Nitrogen(by calculation)
•
3. Wastewater residuals can not be sold or given away if the concentration of any pollutant in the residuals exceeds the ceiling
concentrations specified in the table below. Specify the pollutant concentration of these residuals(attach lab analysis):
Pollutant Pollutant Ceiling Concentration (mg/kg) Pollutant Concentration(mg/kg)
Dry Weight Basis Dry Weight Basis
Cadmium 85 <1 .0 0
Copper 4300 - . 570.00
Lead 840 16.00
1
Nickel 420 50.00
Zinc 7500 166.00
FORM: DORS 06/94 Page 3 of 7

4 Provide, all applicable pilot studies and any bench scale tests performed on each residual source and the results.includiii
the approximate fertilizer equivalent.
5. Wastewater residuals can't be sold or given away in bass or other containers for application to the land unless one of the
following options is satisfied.
A Specify either A or B. Please be advised. if the residuals are to be sold or given away in bulk for application tc
lawn or home garden then Option A is the only option.
A . The pollutant concentration of the residuals must be less than Pollutant Monthly Average Concentrations
listed in the table below.
•
Monthly Average Concentrations Pollutant Concentration
Pollutant Dry Weight Basis (mg/kg) Dry Weight Basis (mg/kg)
Cadmium 39 <1 .00
Copper 1500 570.00
Lead 300 16. 00
Nickel 420 50.00
Zinc 2800 166.00
B. The product of the concentration of each pollutant in the residual and the annual.whole residual application
rate for the residual shall not cause the Annual Pollutant Loading Rate to be exceeded..
In order for the Annual Whole Residual Application Rate (AWRAR) to be calculated the Annual Pollutant
Loading Rate (APLR) is divided by the pollutant concentration (PC) times 0.001 (a conversion factor) as
follows:
AWRAR= APLR
PC * 0.001
Pollutant Annual Pollutant Annual Whole Residual
Pollutant Concentration Loading Rates Application Rate
Dry Weight Basis • (APLR) (AWRAR)
(mg/kg) kg/hectare kg/hectare
Cadmium 1.9
Copper 75
Lead 15
Nickel 21
Zinc 140
The AWRAR for the residual is.the lowest AWRAR calculated. This is the maximum rate at winch the
subject residual can be applied (to convert kg/hectare to lbs/acre multiply by 0.8924). Please specify
kg/hectare or lbs/acre:
AWRAR=
V. PATHOGEN REDUCTIO` INFORMATION (attach add. pages for additional sources of residuals)
In accordance with 15A NCAC 2H .0200,pathogen reduction can be achieved using either 40 CFR Pan 257 or 40 CFR Part
503. Since the pathogen reduction requirements found in 40 CFR Part 257(note`"Processes to Further Reduce Pathogens"or
PFRP)are incorporated into 40 CFR Pan 503, only Pan 503 is listed below. Please check which of the following applies to
the subject residual:
FORM: DORS 06/94 Page 4 of 7

1. In order for the residuals to be Class A. in accordance with the pathogen requirements in 40 CFR 50332(a),eithet Part a or
Part b and one of the options in Part c must be completed(please submit all lab analysis,test results and calculations):
X a. A Feral cn if rm density less than 1000 Most Probable Number per gram of total dry solids,or
b. A Salmonella sp.density less than 3 Most Probable Number per 4 grams of total dry solids.
c. In addition to Part a or Part b being met,one of the following alternatives must also be completed. Please
specify 1, 2, 3,4,5a, 5b,Sc, 5d, Se,5f, 5g or 6 below being met:
1. pme/temr erat►rre -an increased residuals temperature should be m:intained fur a prescribed period of time,in
accordance with the following guidelines. The results (D)shall be the amount of time,in days,that the residuals
shall remain at the given temperature:
Time and Temperature Guidelines •
Total Solids Temperature(t) Minimum Time Equation Notes
No heating of small
>or=7% >or=50°C >or=20 minutes D=131.700.000 particles by warmed
100.14 t gases or immiscible
liquid.
> or=7% >or=50°C >or= 15 seconds D=131.700.000 , Small particles heated by
100.14 t warmed gases or
immiscible liouid.
<7% >or=50° C >or= 15 seconds D=1;1.700.000
to 100.14 t
< 30 minutes
<7% I >or= 50°C >or=30 minutes D= 50.070.000
100.14 t
2. a zaline treatment- the pH of the residuals is raised to greater than 12 for at least 72 hours. During this time,th
temperature of the residuals should be greater than 52°C for at least 12 hours. In addition, after the 72 hou
period,the residuals are to be air dried to at least 50%total solids.
3. prior testing,for Enteric Virus/Viable HeLminth Ova-the residuals are analyzed for the presence of enteric viruse
(Plaque-forming units)[pfu]and viable belmintb ova. If the residuals are analyzed before the pathogen reductio
process and found to have densities of enteric virus<1 pfu/4 grams of total solids and viable helminth dva<1/4
total solids, the residuals are Class A with respect to enteric virus and viable belttinth ova until the nee
monitoring episode. If the residuals are analyzed before the pathogen reduction process and found to have densitie
of enteric virus>or= 1 pfu/4 g total solids or viable belmintb ova>or=1/4 g total solids,and tested again efts
processing and found to meet the enteric virus and viable belminth ova levels listed under"4" below, then tb
processed residuals will be Class A with respect to enteric viruses and viable heimintb ova when the operatin
parameters for the pathogen reduction process are monitored and shown to he consistent with the values or range
of values documented.
4. no prior testing for Enteric VirusNiable Helminth Ova-if the residuals are not analyzed before pathogen reductie
processing for enteric viruses and viable belminth ova,the density of enteric viruses must be less than 1 pfu/4 g c
total dry solids and the density of viable helminth ova must be less than 1/4 g of total dry solids,or the residua
must be treated by a"Process to Further Reduce Pathogens"or a"Process to Further Reduce Pathogens"equivalei
process.
5. The"Processes to Further Reduce Pathogens"(PFRP)are described as follows:
a. Composting-using either the within-vessel or static aerated pile composting methods,the temperature of tit
residuals are raised to SS°C or higher for three days. Using the windrow composting method,the residuals a
raised to 55°C or higher for fifteen days. During the high temperature period,there.will be a minimum of
turnings of the windrow.
•
FORM: DORS 06/94 Page 5 of 7

b. ri'at Drying - residuals are dried by direct or indirect contact with hot gases to reduce the moisture comet:.°
the residuals to 10%or lower. Either the temperature of the gas in contact with the residuals exceeds 80°C o
the Ye: h::lh temperature of the _e3s in contact with the residuals. when the residuals leave the dryer. except
80° C.
c. },cat Treatment - liquid residuals are heated to a temperature of 180°C or higher for thirtyminutes.
d ;;h�„-tophilic Aerobic Digestion -liquid residuals are agitated with air or oxygen to maintain aerobic condition.
at residence times of ten days at temperatures of 55°C to 60°C.
e. Beta Rav Irradiation - residuals are irradiated with beta rays from an accelerator at dosages of at least 1.(
megarad at room temperature(ca.20°C).
f. Gamma Ray Irradiating -residuals are irradiated with gamma rays from certain isotopes such as 60Co and
13 7Ce,a:dosagas of at least 1.0 mesarad at room temperature(ca.20°C).
g. pas:eurization - the temperature of the residuals is maintained at 70°C or higher for at least thirty minutes.
6. The residuals shall be treated in a process that is equivalent to a"Processes to Further Reduce Pathogens"(PFRP),
as determined by the permitting authority based on evaluations of the recommendations provided by the Pathogen
Equivalency Committee.
VI. GENERAL INFORMATION: (See Attached Management Plan)
1. Please provide a brief narrative concerning materials handling, including the following:
a. How will the materials will be handled and transported from where the residuals were produced to where it will be
treated?
b. Where will the residuals be stored until processed?
c. How will leachate collection be handled?
d. What will be the duration of treatment?
} e. Where will the final product be stored?
f. How icng will the final product be stored before being distributed?
g. How will the final product be distributed(packaging)? •
2. Please attach a marketability statement detailing destinations and approximate amounts of the final product to be
distributed.
3. Please provide either a label which shall be affixed to the bagged processed residual or an information sheet which shall be
provided to the person who receives the processed residual. The label or information sheet shall contain,at a minimum,the
following information:
a. The name and address of the person who prepared the residual that is sold or given away in a bag or other container for
application to the land.
b. A statement that application of the residual to the land is prohibited except in accordance with the instructions on the
label or information sheet.
c. A statement that the residuals shall not be applied to any site that is flooded,frozen-or snow-covered.'
d A statement that adequate procedures shall be provided to prevent surface runoff from carrying any disposed or stored
residuals into any surface waters.
e. Information on all applicable buffers including a 10 foot buffer between application site and any public or private water
supply source(including wells)and any stream,lake,river,or natural drainage way.
f. The Annual Whole Residual Application Rate(AWRAR)for the residual that does not cause any of the annual
pollutant loading rates to be exceeded(if necessary).
•
FORM: DORS 06/94 Pave: 6 of 7

•
•
Name and Complete Address of Engineering Firm: N/A
City: N/A N/A
State: Zip: N/A
Telephone Number: ( N/A ) N/A
Professional Engineer's Certification:
I N/A .attest that this application for
N/A
has been reviewed by me and is accurate and complete to the best of my knowledge. I further attest that to the best of my knowledge
the proposed design has been prepared in accordance with the applicable regulations. Although certain portions of this submittal
package may have been developed by other professionals,inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design.
North Carolina Professional Engineer's Seal,Signature,and Date:
Applicant's Certification:
I, Terry L. Bralley . attest that this application for Davie County
Water Treatment Plant Residuals Distribution Permit
has been reviewed by me and is accurate and complete to_the best of my knowledge. I understand that if all required parts of this
application are not completed and that if I required supporting information-and attachments are not included, this application package
will be returned to me • i - plete.
Signature Date -- 0 S - 6 S
THE COMPLETED APPLICATION PACKAGE. INCLUDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE FOLLOWING ADDRESS: •
NORTH CAROLINA DIVISION OF ENVIRONMENTAL MANAGEMENT
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535 Q`\�y�d�p�
RALEIGH, NORTH CAROLINA 27626-0533 � << OOh
TELEPHONE NUMBER: (919) 733-5083 c QQQ' r\
FORM: DORS thoi9-I Rage 7 of 7

SECTION IV
PRODUCT INFORMATION SHEET

Davie County WTP Residuals Label
Produced By
Davie County
Sparks Road Water Treatment Plant
Mocksville,North Carolina 27028
For information on this product call Southern Soil Builders,Inc. at(336)597-8909
Davie County WTP Residuals is a generated product of the textile manufacturing desizing,
scouring, bleaching, mercerizing, dying, and finishing cloth that was produced at other facilities
within the company. Davie County WTP Residuals is an exceptional quality residual solid that is
permitted for bulk distribution.
Provisions for Application
Application of Davie County WTP Residuals is prohibited except in accordance with the
provisions specified in the Application Information Sheet. Dan River, Inc. accepts no liability for
improper applications or uses of Davie County WTP Residuals.
Application Information Sheet
1. Davie County WTP Residuals is designed for use as a soil conditioner. Applications of Davie
County WTP Residuals should be made in accordance with approved application standards.
2. Davie County WTP Residuals shall not be applied to flooded,frozen,or snow covered areas.
3. Application and storage of Davie County WTP Residuals must be conducted in such a way as to
prevent runoff from the application or storage site to any surface water.
4. A buffer or"no application"zone of 10 meters(approximately 33 feet)must be observed around water wells,
streams,lakes,rivers,and or natural uncontrolled drainage ways.
5. Applications of Davie County WTP Residuals must not be applied so thick as to cover existing
vegetation. Application that is made to sites with less than 50 percent ground cover should be incorporated.
6. Applications of Davie County WTP Residuals shall be applied uniformly at a rate equal to or less than
the agronomic rate(either the amount needed by the crop as specified by the permit and most recent biosolids
analysis.
Davie County WTP Residuals
Approximately Contains:
1.7%Solids
11 lbs. Plant Available Nitrogen/Dry Ton
7 lbs.Phosphorus/Dry Ton
1 lbs.Potassium/Dry Ton
See Southern Soil Builders for a copy of the most recent biosolids analysis and loading rates.

Davie County WTP Residuals
Residuals Analysis Report
Sample Date 1/19/2005
%Solids 1.68
pH 6.7
EPA
PPM PPM
X Dry Ceiling X lbs/Dry
Parameter % 10,000 Weight Conc. 0.002 Ton
TKN 1.37 13,700 *
Phosphorus 0.35 3,500 7.00
Potassium 0.05 500 1.00
Calcium 0.31 3,100 6.20
Magnesium 0.09 900 1.80
Ammonia 0.06 600 *
Nitrate _ 142 *
Arsenic 4.47 75 0.01
Cadmium 1 85 0.00
Copper 570 4300 1.14
Lead 16 840 0.03
Mercury 0.2 57 0.00
Molybdenum 5 75 0.01
Nickel 50 420 0.10
Selenium 1.97 100 0.00
Zinc 166 7500 0.33
Aluminum 15,446 30.89
Iron 269,043 538.09
SAR 0.47
Plant Available Nitrogen
(PAN)* 5,682 11.36
*PAN=40 % Mineral Rate*(TKN-Ammonia)+0.5*(Ammonia)+Nitrate

SECTION V
SPILL CONTROL PLAN

SPILL CONTROL PLAN
DAVIE COUNTY
MOCKSVILLE,NORTH CAROLINA
In the case of a spill,the following action shall be taken immediately:
1. Halt the source of the spill: Damaged truck or trailer tank unit.
2. Contain spill: Use straw bales to form a barrier. Straw hay bales can be obtained from
several sources for this purpose. Soil near the site can also be used to form a barrier for
containment.
3. Clean up: Use residual solids application equipment to recover as much of the material
as possible. After the application equipment has recovered as much material as possible,
it will be land applied as per operation plan.
4. Final Clean up: Any unrecoverable material will be scraped and swept from the road
surface and incorporated into an adjacent tillable area.
5. Notification: As soon as possible after a spill occurs notify
A. Davie County-County Manager(336)751-5513
B. Department of Environment and Natural Resources
Winston-Salem Regional Office at(336)771-4600
C. Davie County Sheriffs Department
D. Fire Department if assistance is required for washdown
E. Southern Soil Builders—Dennis Key(336)957-7878
6. Management of clean up efforts: The applicator shall take immediate charge of the
clean up activities. Additional labor will be requested from the treatment plant and other
departments as needed.
7. Reporting: Within 24 hours of a spill the applicator shall present a written report
detailing the cause of the spill and all action taken in response to the spill.

SECTION VI
DAVIE COUNTY WATER PLANT RESIDUALS RECEIPT FORM

DAVIE COUNTY WTP RESIDUALS RECEIPT FORM
I , (printed name) have received
gallons of Davie County WTP Residuals,the Davie County WTP Residuals product label and
a copy of the most recent analysis of the product. I agree to apply this material in accordance
with the directions specified on the label of this product which was been provided to me. My
intended use of this product is
Signature of Receiver Date of Receipt

SECTION VII
APPLICATION RATES

APPLICATION RATES
Prior to an application event, a private land owner will contact Southern Soil Builders to initiate an
application. This land owner will indicate the type of crop to be grown and the size of the field to
have the residuals distributed.
A mixed composite sample of the lagoons of the Sparks Road WTP Residuals will be collected
prior to distribution efforts so that application rates for the crops can be set. Prior to the distribution
event, the fields scheduled to receive the Davie County WTP Residuals will be reviewed to insure
the crop has been identified correctly and the field size is correct. Application rates will be
determined based on the solids content of the residuals, the height of the crop on the receiver site,
smothering potential of the crop, and nitrogen needs of the crop to be grown. Application rates will
be limited on the amount that can be adequately assimilated into the soil or spread on the soil's
surface so that a growing crop is not covered or smothered. Re-application of sites will be based on
nutrient needs and land availability.
Following are application rates with different percent solids and suggested application rates.

Davie County WTP Residuals
Sparks Road Water Treatment Plant
19-Jan-05
Solids 1.68
PAN Surf. 11.364
Report No: 2005 R008-195
N SURFACE SURFACE
Application DT GAL/AC
20 1.76 25,122
30 2.64 37,683
40 3.52 50,244
50 4.40 62,805
60 5.28 75,366
70 6.16 87,927
80 7.04 100,488
90 7.92 113,049
100 8.80 125,610
110 9.68 138,171
120 10.56 150,732
130 11.44 163,293
140 12.32 175,854
150 13.20 188,415
Solids of the sample collected is 1.68%,the solids shown above are for comparative purposes only.

Davie County WTP Residuals
Sparks Road Water Treatment Plant
19-Jan-05
Solids 2.5
PAN Surf. 11.364
Report No: 2005 R008-195
N SURFACE SURFACE
Application DT GAL/AC
20 1.76 16,882
30 2.64 25,323
40 3.52 33,764
50 4.40 42,205
60 5.28 50,646
70 6.16 59,087
80 7.04 67,528
90 7.92 75,969
100 8.80 84,410
110 9.68 92,851
120 10.56 101,292
130 11.44 109,733
140 12.32 118,174
150 13.20 126,615
Solids of the sample collected is 1.68%,the solids shown above are for comparative purposes only.

Davie County WTP Residuals
Sparks Road Water Treatment Plant
19-Jan-05
Solids 3.00
PAN Surf. 11.364
Report No: 2005 R008-195
N SURFACE SURFACE
Application DT GAL/AC
20 1.76 14,068
30 2.64 21,102
40 3.52 28,137
50 4.40 35,171
60 5.28 42,205
70 6.16 49,239
80 7.04 56,273
90 7.92 63,307
100 8.80 70,341
110 9.68 77,376
120 10.56 84,410
130 11.44 91,444
140 12.32 98,478
150 13.20 105,512
Solids of the sample collected is 1.68 %,the solids shown above are for comparative purposes only.

Davie County WTP Residuals
Sparks Road Water Treatment Plant
19-Jan-05
Solids 3.50
PAN Surf. 11.364
Report No: 2005 R008-195
N SURFACE SURFACE
Application DT GAL/AC
20 1.76 12,059
30 2.64 18,088
40 3.52 24,117
50 4.40 30,146
60 5.28 36,176
70 6.16 42,205
80 7.04 48,234
90 7.92 54,263
100 8.80 60,293
110 9.68 66,322
120 10.56 72,351
130 11.44 78,380
140 12.32 84,410
150 13.20 90,439
Solids of the sample collected is 1.68%,the solids shown above are for comparative purposes only.

Davie County WTP Residuals
Sparks Road Water Treatment Plant
19-Jan-05
Solids 4.00
PAN Surf. 11364
Report No: 2005 R008-195
N SURFACE SURFACE
Application DT GAL/AC .
20 1.76 10,551
30 2.64 15,827
40 3.52 21,102
50 4.40 26,378
60 5.28 31,654
70 6.16 36,929
80 7.04 42,205
90 7.92 47,480
100 8.80 52,756
110 9.68 58,032
120 10.56 63,307
130 11.44 68,583
140 12.32 73,859
150 13.20 79,134
Solids of the sample collected is 1.68 %,the solids shown above are for comparative purposes only.

Davie County WTP Residuals
Sparks Road Water Treatment Plant
19-Jan-05
Solids 4.50
PAN Surf. 11.364
Report No: 2005 R008-195
N SURFACE SURFACE
Application DT GAL/AC
20 1.76 9,379
30 2.64 14,068
40 3.52 18,758
50 4.40 23,447
60 5.28 28,137
70 6.16 32,826
80 7.04 37,515
90 7.92 42,205
100 8.80 46,894
110 9.68 51,584
120 10.56 56,273
130 11.44 60,963
140 12.32 65,652
150 13.20 70,341
Solids of the sample collected is 1.68 %,the solids shown above are for comparative purposes only.

SILOS NI 1LV,1(NV NIOLLVW2103NII MOHI
MA NIOLL7IS

IRON INFORMATION AND FATE IN SOILS
Iron is very common in the soils of the North Carolina Piedmont. Average iron concentrations in
the Piedmont could vary from 1.5 % to 14% (15,000 to 140,000 mg/kg or 30,000 to 280,000
lbs/acre) in soils that are mapped in the vicinity of Davie County. Following are Primary
Characterization reports from the United States Department of Agriculture (USDA) National
Resources Conservation Service(NRCS) Soil Survey Laboratory in Lincoln, Nebraska taken from
soil samples three representative soil series found in the neighboring counties that substantiate the
iron concentrations stated. The soil data presented is for a Hiwasee soil series found in Forsyth
County, a Lloyd soil series found in Iredell County, and a Cecil soil series found in Iredell County.
Individual soil data for soils that were representative of the Piedmont for Davie County.
This data indicates that iron and the reddish color often associated with iron increases in the soil
with depth. Typically this is due to soils being slightly negatively charged and the di-polar nature of
the iron oxides that are typically found in soils. Unlike aluminum, iron is required as a plant
nutrient but the quantities required for plant growth are often less than 5 lbs/acre/year for proper
growth of most plants. Iron is taken into the plant through an organic chelate and not directly as
happens for other ions in the soil solution. Iron like aluminum forms rather insoluble precipitants
above a soil pH of 4.0. Below a soil pH of 4.0 negative effects are notices with plant growth but it
is difficult to isolate this in the natural ecosystem as aluminum begins it's toxicity at nearly the
same pH level.
Application rates for this are estimated as being no more than 15 dry tons per year based on a worst
case scenario of the Davie County Water Treatment Plant Residuals supplying all the nitrogen
needs of a fescue crop(250 lbs/acre). Based on the concentration of iron in this sample(538 lbs/dt)
the amount of iron that would be added to the soil is approximately 8,000 lbs, in a worst-case
scenario. This is substantially less than is currently in the soil already. The real key to the
application is the addition of lime to bring the soil pH into a normal 6.0 range for healthy crop

growth. In the proper pH range iron will form a strong precipitant in the soil environment forming
Fe2O3 (Hematite)and FeOOH (Geothite)at slightly higher soil pH's. In a hydrolyzed environment,
iron,just like aluminum will for precipitants with the phosphorus species. Just like aluminum, the
phosphorus will become more strongly precipitated at lower soil pH's. As the soil pH increases,
the phosphorus may be released slowly.
Possible effects from the addition of the additional iron is the dilution of calcium and magnesium
ions in the soil solution, however with the addition of lime, these levels will be maintained for
normal plant growth.

2agt✓ . .,,F 9
'""Primary Characterization Data ""k"`
Pedon ID:00NC067001 (Forsyth County,North Carolina) Print Date:Apr 13 2005 12:40PM
Sampled as: Hiwassee
Revised to SSL: (unnamed);Very-fine,kaolinitic,thermic Rhodic Kandiudult
United States Department of Agriculture
SSL -Project CPOONC193 NORTH CAROLINA SSSA 2001 TOUR Natural Resources Conservation Service
-Site ID 00NC067001 Lat:36°5'58.00"north Long:80°27'27.00"west National Soil Survey Center
-Pedon No. 00P1185 Soil Survey Laboratory
-General Methods 1 B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P06820 Ap Ap 0-17
CL CL
00P06821• Bt1 Bt1 17-40 C C
00P06822 Bt2 Bt2 40-84 C C
00P06823 Bt3 Bt3 84-130 C C
00P06824 Bt4 Bt4 130-170 C C
00P06825 Bt5 Bt5 170-200 C C
00P06826 Bt5 Bt5 200-245 C C
00P06827 Bt6 Bt6 245-290 C C
00P06828 2BC1 2BC1 290-340 C SIC
00P06829 2BC2 2BC2 340-350 C CL
00P06830 C C 500-560 CL SIL
http://ssldata.nres.usda.gov/rptExecute.asp?p=25860&p=25864&r=1&submitl=Get+Report 4/13/2005

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***Primary Characterization Data *'*
Pedon ID:00NC067001 (Forsyth County,North Carolina) Print Date:Apr 13 2005 12:40PM
Sampled As Hiwassee
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P1185
Water Content -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12-
(--Atterberg--) ( Bulk Density ) ( Water Content )
(---Limits---) Field Recon Recon Field Recon ( Sieved Samples )
LL PI 33 Oven 33 6 10 33 100 200
Depth kPa Dry kPa kPa kPa kPa kPa kPa
Layer (cm) Horz Prep pct<0.4mm ( g cm"3 ) ( %of<2mm )
4B1a
00P06821 17-40 Bt1 S 26.5
00P06822 40-84 Bt2 S 27.2
00P06823 84-130 Bt3 S 26.0
00P06824 130-170 Bt4 S 29.9
00P06825 170-200 Bt5 S 30.6
00P06826 200-245 Bt5 S 31.6
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction Na Depth C N S C Ratio Fe Al Mn AI+%Fe ODOE Fe Al Mn Si ) C - Fe sphatel Mn-)
Layer (cm) Horz Prep ( %of<2 mm %
( of<2mm ) mg kg-1 ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g 8J1c 6C9b 6G12b 6D5b 6V2b
00P06820 0-17 AP S 1.80 0.151 tr 12 2.7 0.2 tr 0.18 0.06 0.14 0.11 160.0 0.02
00P06821 17-40 Bt1 S 0.42 0.060 tr 6.0 0.4 tr 0.33 0.06 0.24 0.21 43.0 0.04
00P06822 40-84 Bt2 S 0.22 0.060 tr 6.2 0.4 tr 0.38 0.02 0.31 0.23 43.0 0.04
00P06823 84-130 Bt3 S 0.09 0.047 tr 6.7 0.4 tr 0.37 0.02 0.32 0.21 65.0 0.05
00P06824 130-170 Bt4 S 0.10 0.050 tr 8.2 0.5 tr 0.36 0.01 0.31 0.21 - 0.04
00P06825 170-200 Bt5 S 0.08 0.052 tr 9.3 0.6 tr 0.38 0.01 0.33 0.22 - 0.05
00P06826 200-245 Bt5 S 0.08 0.035 tr 14.0 0.7 tr 0.37 0.03 0.30 0.21 - 0.05
00P06827 245-290 Bt6 S 0.07 0.038 tr 12.9 0.7 tr 0.35 0.05 0.29 0.20 - 0.04
00P06828 290-340 2BC1 S 0.05 0.051 tr 12.0 0.6 tr 0.31 0.01 0.25 0.18 - 0.04
00P06829 340-350 2BC2 S 0.04 0.042 tr 10.2 0.5 tr 0.27 0.01 0.21 0.16 - 0.03
00P06830 500-560 C S 0.04 0.034 tr 11.9 0.6 - 0.18 0.01 0.13 0.11 - 0.02
http://ssldata.nres.usda.gov/rptExecute.asp?p=25860&p=25864&r=1&submitl=Get+Report 4/13/2005

Jag t 9
***Primary Characterization Data ***
Pedon ID:00NC067001 (Forsyth County,North Carolina) Print Date:Apr 13 2005 12:40PM
Sampled As Hiwassee
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P1185
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +Al Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( % )
6N2i 602h 6P2f 602f 6H5a 6G9c 6D3b 5A3a 5A8b 5A3b 5G1 5C3 5C1
00P06820 0-17 Ap S 5.5 3.3 1.0 tr 9.8 3.8 - 0.5 13.6 8.9 72 100
00P06821 17-40 Bt1 S 4.3 2.7 1.0 0.1 8.1 6.0 - - 14.1 9.2 57 88
00P06822 40-84 Bt2 S 1.8 1.9 0.9 - 4.6 10.1 1.2 - 14.7 8.7 5.8 21 31 53
00P06823 84-130 Bt3 S 0.4 0.6 0.9 0.1 2.0 10.6 3.0 - 12.6 8.0 5.0 60 16 25
00P06824 130-170 Bt4 S 0.7 0.7 0.9 0.2 2.5 11.9 3.4 - 14.4 9.1 5.9 58 17 27
00P06825 170-200 Bt5 S 0.3 0.4 1.0 0.2 1.9 12.5 4.4 - 14.4 9.4 6.3 70 13 20
00P06826 200-245 Bt5 S 0.2 0.1 0.9 0.2 1.4 13.3 4.9 - 14.7 9.6 6.3 78 10 15
00P06827 245-290 Bt6 S 0.1 0.1 1.0 0.1 1.3 12.8 4.7 - 14.1 10.8 6.0 78 9 12
00P06828 290-340 2BC1 S tr 0.1 0.1 - 0.2 11.1 4.8 - 11.3 9.0 5.0 96 2 2
00P06829 340-350 2BC2 S 0.2 0.1 0.9 0.1 1.3 10.5 5.6 - 11.8 8.7 6.9 81 11 15
00P06830 500-560 C S 0.1 0.1 1.1 0.1 1.4 10.5 4.1 - 11.9 6.5 5.5 75 12 22
Extractable Ca may contain Ca from calcium carbonate or gypsum.,CEC7 base saturation set to 100.
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Prod
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-t ) (----%----)(--dS m-t--) %
81 5D2
00P06820 0-17 Ap S 0.21 11
00P06821 17-40 Bt1 S 0.10 11
00P06822 40-84 Bt2 S 0.06 10
00P06823 84-130 Bt3 S 0.02 11
00P06824 130-170 Bt4 S 0.03 10
00P06825 170-200 Bt5 S 0.03 11
00P06826 200-245 Bt5 S 0.02 9
00P06827 245-290 Bt6 S 0.02 9
00P06828 290-340 2BC1 S 0.02 1
00P06829 340-350 2BC2 S 0.02 10
00P06830 500-560 C S 0.01 17
http://ssldata.nres.usda.gov/rptExecute.asp?p=25860&p=25864&r=1&submitl=Get+Report 4/13/2005

mom Age .»i 9
***Primary Characterization Data***
Pedon ID:00NC067001 (Forsyth County,North Carolina) Print Date:Apr 13 2005 12:40PM
Sampled As Hiwassee
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P1185
pH & Carbonates -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4 2H2O Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF ( % ) cm-1
8C1g 8C1f 8C1f
00P06820 0-17 Ap S 5.8 6.2 6.7
00P06821 17-40 Bt1 S 5.7 6.2 6.5
00P06822 40-84 Bt2 S 3.9 4.4 4.9
00P06823 84-130 Bt3 S 3.8 4.2 4.8
00P06824 130-170 Bt4 S 3.8 4.2 4.8
00P06825 170-200 Bt5 S 3.9 4.3 5.0
00P06826 200-245 Bt5 S 3.6 4.4 5.0
00P06827 245-290 Bt6 S 3.9 4.4 5.0
00P06828 290-340 2BC1 S 3.8 4.4 5.0
00P06829 340-350 2BC2 S 3.8 4.4 5.0
00P06830 500-560 C S 3.8 4.4 5.1
Phosphorous -1- -2- -3- -4- -5- -6- -7- -8- -9- -10-
( Phosphorous )
Melanie NZ Acid Bray Bray Olsen H2O Citric Mehlich Extr
Depth Index Oxal 1 2 Acid III NO3
Layer (cm) Horz Prep % ( -mg kg-1 )mg kg-1
6S8a 6S3e
00P06820 0-17 Ap S 171.0 22.0
00P06821 17-40 Bt1 S 54.0 -
00P06822 40-84 Bt2 S 65.0 -
00P06823 84-130 Bt3 S 44.0 -
00P06824 130-170 Bt4 S 33.0 tr
00P06825 170-200 Bt5 S 44.0 -
00P06826 200-245 Bt5 S 76.0 tr
00P06827 245-290 Bt6 S 54.0 -
00P06828 290-340 2BC1 S 44.0 -
00P06829 340-350 2BC2 S 44.0 -
00P06830 500-560 C S 53.0 tr
http://ssldata.nres.usda.gov/rptExecute.asp?p=25860&p=25864&r=1&submitl=Get+Report 4/13/2005

'ag_ _ __9
***Primary Characterization Data ***
Pedon ID:00NC067001 (Forsyth County,North Carolina) Print Date:Apr 13 2005 12:40PM
Sampled As Hiwassee
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P1185
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
SiO2 A1203 Fe203 Mg0 CaO K20 Na2O Retn preta
Depth Fract 7A2I don
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) rig 9 t
00P06820 0-17 AP tcly KK 4 VR 2 MI 1 QZ 1
00P06821 17-40 Bt1 tcly KK 3 VR 2 MI 1
00P06822 40-84 Bt2 tcly KK 3 VR 1 MI 1
00P06824 130-170 Bt4 tcly KK 3 VR 2 GE 1 QZ 1
00P06826 200-245 Bt5 tcly KK 3 VR 1 GE 1
00P06827 245-290 Bt6 tcly KK 3 VM 1 GE 1
00P06828 290-340 2BC1 tcly KK 3 VM 1 GE 1
00P06830 500-560 C tcly KK 1 GE 1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
GE-Goethite KK-Kaolinite MI-Mica QZ-Quartz VM-Vermiculite-Mica
VR-Vermiculite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25860&p=25864&T=1&submitl=Get+Report 4/13/2005

_'age . ....9
***Primary Characterization Data ***
Pedon ID:00NC067001 (Forsyth County,North Carolina) Print Date:Apr 13 2005 12:40PM
Sampled As Hiwassee
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P1185
Sand-Silt Mineralogy(2.0-0.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Optical EGME Inter
Tot Re Grain Count Rein preta
Depth Fract 7B1a tion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg 9-1
00P06820 0-17 Ap fs 95 QZ 91 OP 3 FK 2 MS 1 FE 1 PR tr
' FP tr ZRtr BT tr GN tr
00P06822 40-84 Bt2 fs 96 QZ 92 OP 2 FK 2 FE 2 MS 1 PR 1
SP tr ZRtr HN tr
00P06824 130-170 Bt4 fs 98 QZ 76 FE 14 OP 8 BT 2 MS tr FK tr
PRtr SPtr ZRtr
00P06826 200-245 Bt5 csi 33 MS 62 FE 17 QZ 14 BT 4 OP 2 PO tr
FK tr PRtr SPtr ZRtr BY tr HN tr
00P06827 245-290 Bt6 csi 25 MS 67 FE 14 QZ 8 BT 7 OP 2 VM 1
ZR 1 BY tr PRtr SP tr
00P06828 290-340 2BC1 csi 28 MS 66 QZ 11 FE 11 BT 6 OP 6 VM 1
ZRtr PRtr SP tr
00P06830 500-560 C vfs 22 MS 54 BT 23 QZ 10 OP 6 FE 6 VM 1
ZRtr SPtr
FRACTION INTERPRETATION:
csi-Coarse Silt,0.02-0.05 mm vfs-Very Fine Sand,0.05-0.1 mm fs-Fine Sand,0.1-0.25 mm
MINERAL INTERPRETATION:
BT-Biotite BY-Beryl FE-Iron Oxides(Goethite FK-Potassium Feldspar FP-Plagioclase Feldspar
GN-Garnet HN-Homblende MS-Muscovite OP-Opaques PO-Plant Opal
PR-Pyroxene QZ-Quartz SP-Sphene VM-Vermiculite-Mica ZR-Zircon
http://ssldata.nres.usda.gov/rptExecute.asp?p=25860&p=25864&r=1&submitl=Get+Report 4/13/2005

'ag t9
***Primary Characterization Data***
Pedon ID:OONC067001A (Forsyth County,North Carolina) Print Date:Apr 13 2005 12:40PM
Sampled as: Hiwassee
Revised to:
United States Department of Agriculture
SSL -Project CPOONC193 NORTH CAROLINA SSSA 2001 TOUR Natural Resources Conservation Service
-Site ID OONC067001A National Soil Survey Center
-Pedon No. 00P1189 Soil Survey Laboratory
-General Methods 1B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P06855 R R 17-67
Pedon Calculations
Calculation Name Result Units of Measure
Volume,>2mm,Weighted Average 0 %vol
Weighted averages based on control section:17-67 cm
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17-
( Total ) (--Clay---) (----Silt ) ( Sand ) (Rock Fragments (mm))
Clay Silt Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 .25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil ) ( %of<75mm ) soil
3B1 381 3B1
00P06855 17-67 R S — — —
Bulk Density & Moisture -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stabl (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm-3---) ( %of<2mm ) cm3 pn-3%
485
00P06855 17-67 R S 1.000
http://ssldata.nres.usda.gov/rptExecute.asp?p=25860&p=25864&r=1&submitl=Get+Report 4/13/2005

Pag., . „f 9
***Primary Characterization Data ***
Pedon ID:OONC067001A (Forsyth County,North Carolina) Print Date:Apr 13 2005 12:40PM
Sampled As Hiwassee
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P1189
Water Content -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12-
(--Atterberg--) ( Bulk Density ) ( Water Content )
(---Limits---) Field Recon Recon Field Recon ( Sieved Samples )
LL PI 33 Oven 33 6 10 33 100 200
Depth kPa Dry kPa kPa kPa kPa kPa kPa
Layer (cm) Horz Prep pct<0.4mm ( g cm-3 ) ( %of<2mm )
NK
00P06855 17-67 R CLODDB 2.83
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn Al+'i Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) m9 kg-1 ( %of<2mm )
6A2f 6B4b 6R3d
00P06855 17-67 R S 0.02 0.005 -
http://ssldata.nres.usda.gov/rptExecute.asp?p=25860&p=25864&r=1&submitl=Get+Report 4/13/2005

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_age.. .._ 17
*** Primary Characterization Data'`*'`
Pedon ID:00NC097008 (Iradell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0977
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-1 ) (----%----)(--dS m-1--) %
5D2
00P05826 20-33 E S 3
00P05827 33-79 Bt S 3
00P05828 79-117 BCt S 2
00P05829 160-160 C S 4
pH & Carbonates -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4'2H2O Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Suif NaF
( % ) cm-1
8C1f 8C1f
00P05826 20-33 E S 4.6 5.2
00P05827 33-79 Bt S 4.7 5.2
00P05828 79-117 BCt S 4.3 . 5.2
00P05829 160-160 C S 4.3 5.0
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submit 1 met+Report 5/2/2005

_'age 1
***Primary Characterization Data'""
Pedon ID:00NC097008 (Iredell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0977
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
Si02 A1203 Fe203 Mg0 CaO K20 Na20 Retn preta
Depth Fract 7A2i tion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg 9 1
00P05827 33-79 Bt tcly MT 3 MI 3 KK 2 VR 1 CA 1
QZ1 FD1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
CA-Calcite FD-Feldspar KK-Kaolinite MI-Mica MT-Montmorillonite
QZ-Quartz VR-Vermiculite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submitl=Get+Report 5/2/2005

-age - -- 1. /
***Primary Characterization Data''
Pedon ID:00NC097009 (Iredell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled as: Cecil;Fine,kaolinitic,thermic Typic Kanhapludult
Revised to SSL: (unnamed);Very-fine,kaolinitic,mesic Typic Kanhapludult
United States Department of Agriculture
SSL -Project RPOONC170 LLOYD&CECIL ASS.S Natural Resources Conservation Service
-Site ID 00NC097009 National Soil Survey Center
-Pedon No. 00P0978 Soil Survey Laboratory
-General Methods 1B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P05830 Bt1 Bt 23-74 C
00P05831 Bt2 Bt2 74-102 C
00P05832 Bt3 Bt3 102-147 CL
00P05833 BC BC 147-157 CL
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17-
( Total ) (--Clay---) (----Silt ) ( Sand ) (Rock Fragments (mm))
Clay Silt Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 .25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil
( %of<75mm soil
3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3B1 3B1 381
00P05830 23-74 Bt1 S 60.7 23.9 15.4 31.1 19.9 4.0 6.8 6.7 1.6 0.3 tr - - - 9 -
00P05831 Bt2 S 46.2 27.7 26.1 21.5 23.2 4.5 11.4 13.1 1.3 0.3 - - - - 15 -00P05832 74-1027 Bt3 S 38.8 25.4 35.8 17.3 20.7 4.7 13.2 19.3 2.7 0.4 0.2 - - - 23
00P05833 147-157 BC S 34.4 25.2 40.4 15.9 19.7 5.5 14.6 21.0 3.8 0.9 0.1 - - - 26 -
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submit 1=Get+Report 5/2/2005

'ag€ _ _:17
***Primary Characterization Data***
Pedon ID:00NC097009 (Iredell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0978
Bulk Density & Moisture -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stab! (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm-3---) ( %of<2mm ) cxn3 CM-3%
4B2a 4B5 801 8D1
00P05830 23-74 Bt1 S 28.4 1.026 0.14 0.47
00P05831 74-102 Bt2 S 23.3 1.023 0.15 0.50
00P05832 102-147 Bt3 S 20.7 1.021 0.15 0.53
00P05833 147-157 BC S 18.6 1.019 0.15 0.54
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn AI+14Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) m9 kg-1 ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g
00P05830 23-74 Bt1 S 0.21 0.049 tr 4.4 0.5 tr
00P05831 74-102 Bt2 S 0.08 0.041 tr 4.4 0.4 tr
00P05832 102-147 Bt3 S 0.06 0.041 tr 4.4 0.4 tr
00P05833 147-157 BC S 0.06 0.038 tr 4.0 0.4 tr
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +Al Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( % )
6N2i 602h 6P2f 602f 6H5a 6G9c 6D3b 5A3a 5A8b 5A3b 5G1 5C3 5C1
00P05830 23-74 Bt1 S 2.6 1.7 0.2 tr 4.5 6.3 10.8 8.2 42 55
00P05831 74-102 Bt2 S 0.7 0.7 0.2 - 1.6 7.3 1.5 - 8.9 6.7 3.1 48 18 24
00P05832 102-147 Bt3 S 0.1 0.2 0.2 0.1 0.6 5.2 2.2 - 5.8 5.8 2.8 79 10 10
00P05833 147-157 BC S 0.1 0.2 0.2 - 0.5 6.4 2.2 - 6.9 5.3 2.7 81 7 9
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submitl=Get+Report 5/2/2005

a'agc i . 1 /
"**Primary Characterization Data ***
Pedon ID:00NC097009 (Iradell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0978
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-1 ) (----%----)(--dS m-1--) %
5D2
00P05830 23-74 Bt1 S 2
00P05831 74-102 Bt2 S 3
00P05832 102-147 Bt3 S 3
00P05833 147-157 BC S 4
pH & Carbonates -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4'2H20 Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF ( %, ) cm-1
8C1f 8C1f
00P05830 23-74 Bt1 S 5.6 5.7
00P05831 74-102 Bt2 S 4.4 5.1
00P05832 102-147 Bt3 S 4.3 5.1
00P05833 147-157 BC S 4.3 5.0
http://ssldata.arcs.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submit l=Get+Report 5/2/2005

_age 17
***Primary Characterization Data***
Pedon ID:00NC097009 (Iradell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0978
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14 -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
SiO2 A1203 Fe2O3 MgO CaO K20 Na20 Retn preta
Depth Fract 7A2i tion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg g-.'
00P05830 23-74 Bt1 tcly MT 2 KK 2 VR 2 MI 2 FD 1
QZ1 HS1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
FD-Feldspar HS-Hydroxy-Interlayered Smectite KK-Kaolinite MI-Mica MT-Montmorillonite
QZ-Quartz VR-Vermiculite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submitl met+Report 5/2/2005

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_ _ge1_ __ 17
*"*Primary Characterization Data '"""
Pedon ID:00NC097010 (Iredell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0979
Bulk Density & Moisture -1- -2- -3- -4. -5- -0- -7- -8- -9- -10- -11- -12- -13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stab! (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm4---) ( %of<2mm ) cm3 cm-3%
4B2a 4B5 8D1 8D1
00P05834 8-28 Bt1 S 14.6 1.016 0.18 0.41
00P05835 28-53 Bt2 S 23.0 1.023 0.17 0.47
00P05836 53-79 Bt3 S 19.0 1.020 0.17 0.49
00P05837 79-107 BC S 16.7 1.019 0.20 0.56
00P05838 107-152 CBt S 13.7 1.016 0.23 0.62
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe AI Mn AI+%Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) mg kg't ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g
00P05834 8-28 Bt1 S 0.70 0.072 tr 3.2 0.2 tr
00P05835 28-53 Bt2 S 0.23 0.051 tr 4.7 0.3 tr
00P05836 53-79 Bt3 S 0.06 0.016 tr 4.3 0.3 tr
00P05837 79-107 BC S 0.04 0.041 tr 3.9 0.2 tr
00P05838 107-152 CBt S 0.02 0.021 tr 3.6 0.2 tr
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases Ity Al Mn Cats OAC +AI Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( % )
6N2i 602h 6P2f 602f 6H5a 6G9c 6D3b 5A3a 5A8b 5A3b 5G1 5C3 5C1
00P05834 8-28 Bt1 S 4.7 0.7 0.2 tr 5.6 3.1 8.7 6.3 64 89
00P05835 28-53 Bt2 S 2.2 1.5 0.3 0.2 4.2 7.1 1.1 - 11.3 8.3 5.3 21 37 51
00P05836 53-79 Bt3 S 0.4 0.9 0.3 0.1 1.7 6.6 2.8 - 8.3 6.7 4.5 62 20 25
00P05837 79-107 BC S 0.1 0.5 0.3 tr 0.9 6.6 3.2 - 7.5 5.9 4.1 78 12 15
00P05838 107-152 CBt S tr 0.5 0.3 0.1 0.9 5.8 2.8 - 6.7 5.1 3.7 76 13 18
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=l&submit 1=Get+Report 5/2/2005

,;e t i
***Primary Characterization Data***
Pedon ID:00NC097010 (Iredell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0979
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L'' ) ( mmol(-)L-1 1--) %
5D2
00P05834 8-28 Bt1 S 3
00P05835 28-53 Bt2 S 4
00P05836 53-79 Bt3 S 4
00P05837 79-107 BC S 5
00P05838 107-152 CBt S 6
pH & Carbonates -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4 2H20 Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF
8C1f 8C1f
00P05834 8-28 Bt1 S 6.0 6.5
00P05835 28-53 Bt2 S 4.4 4.9
00P05836 53-79 Bt3 S 4.2 5.0
00P05837 79-107 BC S 4.2 5.0
00P05838 107-152 CBt S 4.2 5.0
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submit 1=Get+Report 5/2/2005

- -ge -_ _- 17
***Primary Characterization Data ***
Pedon ID:00NC097010 (Iradell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0979
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
Si02 A1203 Fe2O3 MgO CaO K20 Na20 Retn preta
Depth Fract 7A2i tion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg g-t
00P05834 8-28 Bt1 tcly MT 3 MI 2 KK 2 VR 2 CA 2
QZ1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
CA-Calcite KK-Kaolinite MI-Mica MT-Montmorillonite QZ-Quartz
VR-Vermiculite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&><=1&submit 1 Viet+Report 5/2/2005

_ _get_ __ 1 /
***Primary Characterization Data***
Pedon ID:00NC097011 (Iredell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled as: Cecil;Fine,kaolinitic,thermic Typic Kanhapludult
Revised to SSL: (unnamed);Very-fine,kaolinitic,mesic Typic Kanhapludult
United States Department of Agriculture
SSL -Project RPOONC170 LLOYD&CECIL ASS.S Natural Resources Conservation Service
-Site ID 00NC097011 National Soil Survey Center
-Pedon No. 00P0980 Soil Survey Laboratory
-General Methods 1B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P05839 BApt BApt 8-25 SCL
00P05840 Bt1 Bt1 25-71 C
00P05841 Bt2 Bt2 71-84 C
00P05842 Bt3 Bt3 84-122 C
00P05843 BCt BCt 122-140 CL
00P05844 C C 140-155 CL
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17-
( Total ) (--Clay---) (----Silt ) ( Sand ) (Rock Fragments (mm))
Clay Silt Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 .25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil ) ( %of<75mm ) soil
3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 381 381 3B1
00P05839 8-25 BApt S 32.9 14.6 52.5 13.8 9.8 4.8 7.5 19.8 14.0 8.6 2.6 - - - 45 -
00P05840 25-71 Bt1 S 59.7 22.5 17.8 28.0 17.6 4.9 5.6 6.3 3.8 1.9 0.2 - - - 12
00P05841 71-84 Bt2 S 45.7 28.5 25.8 19.5 21.9 6.6 8.7 8.7 4.4 2.9 1.1 tr tr - 18 tr
00P05842 84-122 Bt3 S 40.2 32.9 26.9 17.1 24.0 8.9 9.5 8.1 4.4 3.4 1.5 - - - 17 -00P05843 122-140 BCt S 38.5 29.0 32.5 16.3 21.1 7.9 7.5 9.5 6.2 6.2 3.1 1 1 - 27 2
00P05844 140-155 C S 28.4 33.0 38.6 11.5 23.5 9.5 11.0 13.2 7.9 5.4 1.1 tr tr - 28 tr
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submitl met+Report 5/2/2005

_ _ge 1 17
*** Primary Characterization Data'""`
Pedon ID:00NC097011 (Iredell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0980
Bulk Density & Moisture -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stab! (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm 3---) ( %of<2mm ) cm3 cm-3%
4B2a 4B5 8D1 8D1
00P05839 8-25 BApt S 13.4 1.014 0.18 0.41
00P05840 25-71 Bt1 S 28.7 1.025 0.20 0.48
00P05841 71-84 Bt2 S 24.1 1.022 0.15 0.53
00P05842 84-122 Bt3 S 22.9 1.022 0.16 0.57
00P05843 122-140 BCt S 22.4 1.022 0.17 0.58
00P05844 140-155 C S 18.5 1.020 0.17 0.65
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn AI+14Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm
mg kg' ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g
00P05839 8-25 BApt S 0.95 0.083 tr 3.2 0.3 -
00P05840 25-71 Bt1 S 0.28 0.063 tr 4.6 0.5 tr
00P05841 71-84 Bt2 S 0.23 0.039 tr 4.5 0.5 tr
00P05842 84-122 Bt3 S 0.24 0.018 tr 4.7 0.5 tr
00P05843 122-140 BCt S 0.37 0.035 tr 4.6 0.5 -
00P05844 140-155 C S 0.41 0.042 tr 4.0 0.5 -
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submitl=Get+Report 5/2/2005

_ _gel_ __ I i
*** Primary Characterization Data***
Pedon ID:00NC097011 (Iradell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0980
..._... ............... .
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +Al Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( %
6N2i 602h 6P2f 6Q2f 6H5a 6G9c 6D3b 5A3a 5A8b 5A3b 5G1 5C3 5C1
00P05839 8-25 BApt S 2.8 0.8 0.2 0.3 4.1 4.9 - 1.3 9.0 5.9 46 89
00P05840 25-71 Bt1 S 2.4 0.9 0.3 tr 3.6 7.4 - - 11.0 11.9 33 30
00P05841 71-84 Bt2 S 0.7 0.3 0.2 0.1 1.3 7.1 1.1 - 8.4 6.7 2.4 46 15 19
00P05842 84-122 Bt3 S 0.3 0.2 0.2 0.1 0.8 8.1 2.1 - 8.9 6.4 2.9 72 9 13
00P05843 122-140 BCt S 0.1 0.2 0.2 tr 0.5 8.0 1.7 - 8.5 6.5 2.2 77 6 8
00P05844 140-155 C S tr 0.1 0.1 0.1 0.3 7.4 1.5 - 7.7 4.7 1.8 83 4 6
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L•1 ) ( mmol(-)L-1 1-_) %
5D2
00P05839 8-25 BApt S 3
00P05840 25-71 Bt1 S 3
00P05841 71-84 Bt2 S 3
00P05842 84-122 Bt3 S 3
00P05843 122-140 BCt S 3
00P05844 140-155 C S 2
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submitl met+Report 5/2/2005

--ge -_ __ 17
***Primary Characterization Data***
Pedon ID:00NC097011 (Iradell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0980
pH & Carbonates -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4*2H2O Resist
Depth 0.01 M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF ( % ) cm-1
8C1f 8C1f
00P05839 8-25 BApt S 4.8 5.3
00P05840 25-71 Bt1 S 4.8 5.1
00P05841 71-84 Bt2 S 4.4 4.8
00P05842 84-122 Bt3 S 4.3 4.7
00P05843 122-140 BCt S 4.3 4.8
00P05844 140-155 C S 4.3 4.8
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submitl met+Report 5/2/2005

- age - . -=17
*** Primary Characterization Data*"*
Pedon ID:00NC097011 (Iredell County,North Carolina) Print Date:May 2 2005 12:08PM
Sampled As Cecil Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0980
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
SiO2 Al2O3 Fe2O3 MgO CaO K20 Na2O Retn preta
Depth Fract 7A2i tion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg g-t
00P05839 8-25 BApt tcly MT 2 VR 2 KK 2 CM 1 MI 1
QZ1
00P05840 25-71 Bt1 tcly MT 2 MI 2 CA 2 VR 1 KK 1
QZ1 FD1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
CA-Calcite CM-Chlorite-Mica FD-Feldspar KK-Kaolinite MI-Mica
MT-Montmorillonite QZ-Quartz VR-Vermiculite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25650&p=25651&p=25652&p=25653&r=1&submit l=Get+Report 5/2/2005

r age 1 V1 24
***Primary Characterization Data***
Pedon ID:00NC097001 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled as: Lloyd;Fine,kaolinitic,mesic Typic Kanhapludult
Revised to SSL: (unnamed);Very-fine,kaolinitic,mesic Typic Kanhapludult
United States Department of Agriculture
SSL -Project RPOONC170 LLOYD&CECIL ASS.S Natural Resources Conservation Service
-Site ID 00NC097001 Lat:35°51'15.00"north Long:80°55'57.00"west National Soil Survey Center
-Pedon No. 00P0970 Soil Survey Laboratory
-General Methods 1B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P05808 Bt Bt 5-56 C
00P05809 Bt Bt 56-107 C
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17-
( Total ) (--Clay---) (----Sift ) ( Sand ) (Rock Fragments (mm))
Clay Sift Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 .25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil
( %of<75mm soil
3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3B1 3B1 3B1
00P05808 5-56 Bt S 62.1 15.3 22.6 30.9 11.9 3.4 5.9 9.5 4.2 2.6 0.4 - - - 17
00P05809 56-107 Bt S 41.1 20.9 38.0 18.6 15.5 5.4 9.3 16.0 6.6 3.9 2.2 tr - - 29 tr
Bulk Density & Moisture -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stabl (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm'3---) ( %of<2mm ) cm3 cm4%
4B2a 4B5 8D1 8D1
00P05808 5-56 Bt S 27.6 1.027 0.14 0.44
00P05809 56-107 Bt S 21.9 1.021 0.18 0.53
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&>l=1&submitl=Get+... 5/2/2005

-'age 24
*** Primary Characterization Data***
Pedon ID:00NC097001 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0970
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn AI+1/2Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) mg kg-1 ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g
00P05808 5-56 Bt S 0.64 0.100 — 4.6 0.7 tr
00P05809 56-107 Bt S 0.22 0.052 tr 3.7 0.5 tr
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases AI (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +Al Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( % )
6N2i 602h 6P2f 602f 6H5a 6G9c 6D3b 5A3a 5A8b 5C3 5C1
00P05808 5-56 Bt S 3.6 2.1 0.2 0.1 6.0 5.6 11.6 8.6 52 70
00P05809 56-107 Bt S 2.0 1.3 0.2 0.1 3.6 6.1 — — 9.7 7.2 37 50
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-1 ) (----%----)(--dS m-1--) %
5D2
00P05808 5-56 Bt S 2
00P05809 56-107 Bt S 3
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

_ age 24
***Primary Characterization Data***
Pedon ID:00NC097001 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0970
pH & Carbonates -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4"2H2O Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sufi NaF ( % ) cm
8C1f 8C1f
00P05808 5-56 Bt S 6.3 6.7
00P05809 56-107 Bt S 5.1 5.3
http://ssldata.nrcs.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submit 1=Get+... 5/2/2005

_ age - __ 24
***Primary Characterization Data***
Pedon ID:00NC097001 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0970
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
Si02 A1203 Fe203 Mg0 CaO K20 Na2O Retn preta
Depth Fract 7A2i Lion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg 9 t
00P05808 5-56 Bt tcly KK 2 CA 2 MI 1 MT 1 QZ 1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
CA-Calcite KK-Kaolinite MI-Mica MT-Montmorillonite QZ-Quartz
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&i=1&submitl=Get+„. 5/2/2005

i-age_, V124
***Primary Characterization Data***
Pedon ID:00NC097002 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled as: Uoyd;Fine,kaolinitic,thermic Typic Kanhapludult
Revised to:
United States Department of Agriculture
SSL -Project RPOONC170 LLOYD&CECIL ASS.S Natural Resources Conservation Service
-Site ID 00NC097002 Lat:35°32'13.00"north Long:80°45'42.00"west National Soil Survey Center
-Pedon No. 00P0971 Soil Survey Laboratory
-General Methods 1B1A,2A1,2B Uncoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P05810 Bt1/Bt2 Bt1/Bt2 23-74 C
00P05811 Bt/BC Bt/BC 74-124 CL
00P05812 C C 150-150 L
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17-
( Total ) (--Clay---) (----Sift ) ( Sand ) (Rock Fragments (mm))
Clay Sift Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil
( %of<75mm soil
3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3B1 3131 3B1
00P05810 23-74 Bt1/Bt2 S 48.4 21.1 30.5 24.7 17.8 3.3 4.9 10.3 7.1 6.8 1.4 - - - 26
00P05811 74-124 Bt/BC S 33.0 26.2 40.8 13.2 19.5 6.7 7.4 12.9 10.4 7.7 2.4 tr - - 33 tr
00P05812 150-150 C S 19.7 29.0 51.3 6.8 21.3 7.7 9.5 15.3 11.8 10.4 4.3 - - - 42 -
Bulk Density & Moisture -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- 11- 12- 13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stabi (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm4---) ( %of<2mm ) an3 cm-%
4B2a 485 8D1 8D1
00P05810 23-74 13t1/Bt2 S 22.4 1.021 0.14 0.46
00P05811 74-124 Bt/BC S 18.0 1.017 0.16 0.55
00P05812 150-150 C S 12.1 1.012 0.20 0.61
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&Ir1&submitl=Get+... 5/2/2005

age 24
***Primary Characterization Data ***
Pedon ID:00NC097002 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0971
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn At+%Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) mg kg-1 ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g
00P05810 23-74 Bt1/Bt2 S 0.31 0.043 tr 3.3 0.3 tr
00P05811 74-124 Bt/BC S 0.08 0.033 tr 4.5 0.2 tr
00P05812 150-150 C S 0.04 0.010 tr 3.7 0.2 -
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CECB CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +Al Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( % )
6N2i 602h 6P2f 602f 6H5a 6G9c 6D3b 5A3a 5A8b 5A3b 5G1 5C3 5C1
00P05810 23-74 Bt1/Bt2 S 2.7 1.4 0.2 0.1 4.4 4.7 9.1 7.0 48 63
00P05811 74-124 Bt/BC S 0.3 0.4 0.2 - 0.9 6.3 2.5 - 7.2 5.2 3.4 74 13 17
00P05812 150-150 C S 0.1 0.2 0.2 tr 0.5 5.7 2.8 - 6.2 4.0 3.3 85 8 13
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pied
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-t ) (----%----)(--dS m-1--) %
5D2
00P05810 23-74 Bt1/Bt2 S 3
00P05811 74-124 81/BC S 4
00P05812 150-150 C S 5
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

.age , ,,.24
***Primary Characterization Data '*'
Pedon ID:00NC097002 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0971
pH & Carbonates -1- -2- -3- -4- -5- -6- 7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4 2H2O Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF ( % ) cm-1
8C1f 8C1f
00P05810 23-74 Bt1/Bt2 S 5.2 5.4
00P05811 74-124 Bt/BC S 4.3 4.9
00P05812 150-150 C S 4.2 4.7
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

_age 24
***Primary Characterization Data***
Pedon ID:00NC097002 (Iradell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0971
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
SIO2 A1203 Fe203 MgO CaO K20 Na20 Retn preta
Depth Fract 7A2i tion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg g-t
00P05810 23-74 Bt1/Bt2 tcly CA 3 MI KK 2 KH 2 QZ 2
VR 1 FD 1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
CA-Calcite FD-Feldspar KH-Halloysite KK-Kaollnite MI-Mica
QZ-Quartz VR-Vermiculite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://asldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

r age 7 Ui 24
***Primary Characterization Data ***
Pedon ID:00NC097003 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled as: Lloyd;Fine,kaolinitic,thermic Typic Kanhapludult
Revised to SSL: (unnamed);Fine,kaolinitic,thermic Typic Hapludult
United States Department of Agriculture
SSL -Project RP00NC170 LLOYD&CECIL ASS.S Natural Resources Conservation Service
-Site ID 00NC097003 National Soil Survey Center
-Pedon No. 00P0972 Soil Survey Laboratory
-General Methods 1 B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P05813 Bt Bt1 23-74 C
00P05814 Bt/CB Bt/CB 74-124 CL
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17-
( Total ) (--Clay---) (----Silt ) ( Sand ) (Rock Fragments (mm))
Clay Silt Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 .25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil ) ( %of<75mm ) soil
3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3B1 381 3B1
00P05813 23-74 Bt S 49.6 30.9 19.5 23.3 26.0 4.9 5.0 10.3 3.6 0.5 0.1 - - 15
00P05814 74-124 Bt/CB S 34.2 43.2 22.6 13.8 35.5 7.7 7.4 11.3 3.4 0.3 0.2 - - - 15 -
Bulk Density & Moisture -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stabl (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm3---) ( %of<2mm ) cm3 cm3%
4B2a 485 8D1 8D1
00P05813 23-74 Bt S 23.4 1.020 0.18 0.47
00P05814 74-124 Bt/CB S 18.6 1.017 0.23 0.54
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r--1&submit l=Get+... 5/2/2005

...ge ll.,V.24
***Primary Characterization Data***
Pedon ID:00NC097003 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0972
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn AI+%Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) rng kg-1 ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 602g
00P05813 23-74 Bt S 0.22 0.036 tr 3.1 0.3 tr
00P05814 74-124 Bt/CB S 0.09 0.039 tr 4.3 0.3 tr
GEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +Al Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( % )
6N2i 6O2h 6P2f 602f 6H5a 6G9c 6D3b 5A3a 5A8b 5A3b 5G1 5C3 5C1
00P05813 23-74 Bt S 1.2 0.9 0.2 0.2 2.5 7.4 1.4 1.1 9.9 9.1 3.9 36 25 27
00P05814 74-124 Bt/CB S 0.3 0.3 0.2 0.1 0.9 6.2 3.0 — 7.1 8.0 3.9 77 13 11
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-1 ) (----%----)(--dS m-1--) %
5D2
00P05813 23-74 Bt S 2
00P05814 74-124 Bt/CB S 3
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

rage II LH:24
'*`Primary Characterization Data `*''
Pedon ID:00NC097003 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0972
pH & Carbonates -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4*2H2O Resist
Depth 0.01 M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF
( k ) cm-1
8C1f 8C1f
00P05813 23-74 Bt S 4.4 5.0
00P05814 74-124 Bt/CB S 4.2 4.9
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl met+... 5/2/2005

_go __ 24
***Primary Characterization Data'*"
Pedon ID:00NC097003 (Iradell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0972
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
SiO2 A1203 Fe2O3 MgO CaO K20 Na20 Retn preta
Depth Fract 7A21 tion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg g 1
00P05813 23-74 Bt tcly KH 2 MT 2
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
KH-Halloysite MT-Montmorillonite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

•uge .., .,.24
***Primary Characterization Data***
Pedon ID:00NC097004 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled as: Lloyd;Fine,kaolinitic,mesic Typic Kanhapludult
Revised to SSL: (unnamed);Fine-loamy,kaolinitic,mesic Typic Kanhapludult
United States Department of Agriculture
SSL -Project RPOONC170 LLOYD&CECIL ASS.S Natural Resources Conservation Service
-Site ID 00NC097004 National Soil Survey Center
-Pedon No. 00P0973 Soil Survey Laboratory
-General Methods 1B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P05815 Bt1 Bt1 23-74 SCL
00P05816 Bt2 Bt2 74-124 C
00P05817 C C 145-157 SCL
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17-
( Total ) (--Clay---) (----Silt ) ( Sand ) (Rock Fragments (mm))
Clay Slit Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 .25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil ) ( %of<75mm ) soil
3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3B1 3B1 3B1
00P05815 23-74 Bt1 S 30.2 6.1 63.7 14.6 4.3 1.8 3.4 15.1 20.8 16.8 7.6 - - - 60
00P05816 74-124 Bt2 S 59.8 14.2 26.0 25.4 11.5 2.7 4.0 8.1 6.4 5.0 2.5 2 1 - 24 3
00P05817 145-157 C S 25.8 19.2 55.0 10.1 12.1 7.1 11.3 17.3 10.3 10.8 5.3 7 3 - 49 10
Bulk Density & Moisture -1- -2- -3- -4 -5- -6- -7- -8- -9- -10- -11- -12- -13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stab' (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm-3---) ( %of<2mm ) cm3 cm 3%
4B2a 485 8D1 8D1
00P05815 23-74 Bt1 S 12.5 1.012 0.08 0.41
00P05816 74-124 Bt2 S 26.4 1.023 0.17 0.44
00P05817 145-157 C S 15.9 1.021 0.27 0.62
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

...ge - . _ 24
***Primary Characterization Data***
Pedon ID:00NC097004 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-Natlonal Soil Survey Laboratory Pedon No. 00P0973
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -6- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn AI+14Fe ODOE Fe AI Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) mg kg-1 ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g
00P05815 23-74 Bt1 S 0.11 0.023 tr 4.6 0.3 tr
00P05816 74-124 Bt2 S 0.11 0.056 tr 4.8 0.5 tr
00P05817 145-157 C S 0.06 0.040 tr 1.0 0.4 tr
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +Al Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-I ) mg kg-1 (----cmol(+)kg-I---) ( % )
6N2i 602h 6P2f 6Q2f 6H5a 6G9c 6D3b 5A3a 5A8b 5C3 5C1
00P05815 23-74 Bt1 S 0.9 0.5 0.2 0.1 1.7 2.9 4.6 2.5 37 68
00P05816 74-124 Bt2 S 1.3 0.7 0.2 0.1 2.3 8.3 10.6 10.1 22 23
00P05817 145-157 C S 0.3 0.2 0.2 0.1 0.8 6.3 - 0.7 7.1 6.9 11 12
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-1 ) (----%----)(--dS m-1--) %
5D2
00P05815 23-74 Bt1 S 8
00P05816 74-124 Bt2 S 2
00P05817 145-157 C S 3
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

rage i J U1.24
"*"Primary Characterization Data **"
Pedon ID:00NC097004 (Iradell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0973
pH & Carbonates -1- -2- -3- -4- -5- -6- 7- -8- -9- -10- -11
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4"2H20 Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF ( %, ) cm-1
8C1f 8C1f
00P05815 23-74 Bt1 S 6.1 6.3
00P05816 74-124 Bt2 S 5.3 5.3
00P05817 145-157 C S 4.7 4.8
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitlet+,., 5/2/2005

...ge ._24
***Primary Characterization Data***
Pedon ID:00NC097004 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0973
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
SiO2 A1203 Fe2O3 MgO CaO K20 Na20 Retn preta
Depth Fract 7A2i tion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg 9 1
00P05815 23-74 Bt1 tcly MT 2 KH 1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
KH-Halloysite MT-Montmorillonite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

i age . , .,i 24
*** Primary Characterization Data***
Pedon ID:00NC097005 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled as: Uoyd;Fine,kaolinitic,mesic Typic Kanhapludult
Revised to:
United States Department of Agriculture
SSL -Project RPOONC170 LLOYD&CECIL ASS.S Natural Resources Conservation Service
-Site ID 00NC097005 National Soil Survey Center
-Pedon No. 00P0974 Soil Survey Laboratory
-General Methods 1B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P05818 Bt Bt 23-74 C
00P05819 Bt Bt 74-124 C
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17-
( Total ) (--Clay---) (----Silt ) ( Sand ) (Rock Fragments (mm))
Clay Silt Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 .25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil ) ( %of<75mm ) soil
3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3B1 381 3B1
00P05818 23-74 Bt S 49.5 14.7 35.8 22.4 11.3 3.4 3.8 11.4 11.5 7.1 2.0 - - - 32
00P05819 74-124 Bt S 52.3 15.5 32.2 26.0 11.3 4.2 4.5 10.1 9.9 6.5 1.2 tr 1 - 28 1
Bulk Density & Moisture -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13-
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stabl (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm-3---) ( %of<2mm ) cm3 cm3%
4B2a 485 8D1 8D1
00P05818 23-74 Bt S 19.1 1.019 0.12 0.39
00P05819 74-124 Bt S 21.0 1.021 0.14 0.40
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&z=1&submitl=Get+... 5/2/2005

_._ge 1_24
***Primary Characterization Data***
Pedon ID:00NC097005 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0974
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn AI+%Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) mg kg-i ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g
00P05818 23-74 Bt S 0.31 0.037 tr 4.9 0.3 tr
00P05819 74-124 Bt S 0.11 0.025 tr 3.3 0.3 tr
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +Al Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( % )
6N2i 602h 6P2f 602f 6H5a 5A3a 5A8b 5C3 5C1
00P05818 23-74 Bt S 2.1 1.0 0.2 0.3 3.6 4.7 8.3 5.7 43 63
00P05819 74-124 Bt S 1.4 1.2 0.2 0.2 3.0 5.3 8.3 7.1 36 42
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-t ) (----%----)(--dS m t--) %
5D2
00P05818 23-74 Bt S 4
00P05819 74-124 Bt S 3
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&P=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

r age 17 v124
***Primary Characterization Data***
Pedon ID:00NC097005 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0974
pH & Carbonates
-1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4 2H20 Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF
8C1f 8C1f
00P05818 23-74 Bt S 5.7 6.0
00P05819 74-124 Bt S 5.1 5.6
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r--1&submitl=Get+... 5/2/2005

_go 2._ _-24
***Primary Characterization Data***
Pedon ID:00NC097005 (Iredeil County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Lloyd Fine,kaolinitic,mesic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0974
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
SIO2 A1203 Fe203 MgO CaO K20 Na20 Retn preta
Depth Fract 7A2i Lion
Layer (cm) Horz ion ( peak size ) ( % ) ( % ) mg g-t
00P05818 23-74 Bt tcly MT 2 MI 2 KK 2 VR 1 QZ 1
HE 1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
HE-Hematite KK-Kaolinite MI-Mica MT-Montmorillonite QZ-Quartz
VR-Vermiculite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

rages i of 24
*** Primary Characterization Data'"`*
Pedon ID:00NC097007 (Iradell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled as: Lloyd;Fine,kaolinitic,thermic Typic Kanhapludult
Revised to:
United States Department of Agriculture
SSL -Project RPOONC170 LLOYD&CECIL ASS.S Natural Resources Conservation Service
-Site ID 00NC097007 National Soil Survey Center
-Pedon No. 00P0976 Soil Survey Laboratory
-General Methods 1B1A,2A1,2B Lincoln,Nebraska 68508-3866
Layer Horizon Orig Hzn Depth(cm) Field Label 1 Field Label 2 Field Label 3 Field Texture Lab Texture
00P05823 Bt Bt 5-56 C
00P05824 Bt/BC Bt/BC 56-112 CL
00P05825 C C 132-132 L
PSDA & Rock Fragments -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17
( Total ) (--Clay---) (----Silt ) ( Sand ) (Rock Fragments (mm))
Clay Silt Sand Fine CO3 Fine Coarse VF F M C VC ( Weight ) >2 mm
< .002 .05 < < .002 .02 .05 .10 .25 .5 1 2 5 20 .1- wt%
Depth .002 -.05 -2 .0002 .002 -.02 -.05 -.10 -.25 -.50 -1 -2 -5 -20 -75 75 whole
Layer (cm) Horz Prep ( %of<2mm Mineral Soil
( %of<75mm ) soil
3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3A1 3B1 3B1 3B1
00P05823 5-56 Bt S 45.0 26.1 28.9 21.6 21.9 4.2 5.3 11.2 9.0 3.0 0.4 - - - 24 -
00P05824 56-112 Bt/BC S 29.7 35.5 34.8 12.9 27.7 7.8 8.6 13.7 9.5 2.9 0.1 - - - 26
00P05825 132-132 C S 16.8 37.6 45.6 8.0 27.6 10.0 10.1 20.9 12.2 2.4 tr - - - 36 -
.
Bulk Density & Moisture -1- -2- -3- -4- -5- -6- -7- -8- Y. -9- -10-
_._.-11- .._ -12- -13-._
(Bulk Density) Cole ( Water Content ) WRD Aggst
33 Oven Whole 6 10 33 1500 1500 kPa Ratio Whole Stab! (--Ratio/Clay--)
Depth kPa Dry Soil kPa kPa kPa kPa Moist AD/OD Soil 2-0.5mm CEC7 1500 kPa
Layer (cm) Horz Prep (---g cm-3---) ( %of<2mm ) cm3 cm-3
4B2a 4B5 8D1 8D1
00P05823 5-56 Bt S 21.3 1.020 0.15 0.47
00P05824 56-112 Bt/BC S 17.4 1.017 0.20 0.59
00P05825 132-132 C S 12.9 1.016 0.36 0.77
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

.,.ge IIIIIP 24
***Primary Characterization Data'"'"'
Pedon ID:00NC097007 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0976
Carbon & Extractions -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
( Total ) Org C/N (---Dith-Cit Ext---) ( Acid Oxalate Extraction ) (---Na Pyro-Phosphate---)
Depth C N S C Ratio Fe Al Mn AI+%Fe ODOE Fe Al Mn Si C Fe Al Mn
Layer (cm) Horz Prep ( %of<2 mm ) ( %of<2mm ) mg kg-1 ( %of<2mm )
6A2f 6B4b 6R3d 6C2h 6G7g 6D2g
00P05823 5-56 Bt S 0.52 0.071 tr 4.7 0.3 tr
00P05824 56-112 Bt/BC S 0.07 0.035 tr 4.4 0.3 tr
00P05825 132-132 C S 0.05 0.023 tr 3.9 0.3 tr
CEC & Bases -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14-
( NH4OAC Extractable Bases ) CEC8 CEC7 ECEC (----Base----)
Sum Acid- Extr KCI Sum NH4 Bases Al (-Saturation-)
Depth Ca Mg Na K Bases ity Al Mn Cats OAC +AI Sat Sum NH4OAC
Layer (cm) Horz Prep ( cmol(+)kg-1 ) mg kg-1 (----cmol(+)kg-1---) ( % )
6N2i 602h 6P2f 6Q2f 6H5a 6G9c 6D3b 5A3a 5A8b 5A3b 5G1 5C3 5C1
00P05823 5-56 St S 3.0 1.6 0.2 0.1 4.9 5.2 10.1 6.9 49 71
00P05824 56-112 Bt I BC S 0.2 0.5 0.1 0.1 0.9 5.8 2.4 - 6.7 5.9 3.3 73 13 15
00P05825 132-132 C S 0.1 0.4 0.2 0.1 0.8 6.3 3.0 0.3 7.1 6.0 3.8 79 11 13
Salt -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18- -19- -20-
( Water Extracted From Saturated Paste ) Pred
Total Elec Elec Exch
Depth Ca Mg Na K CO3 HCO3 F CI PO4 Br OAC SO4 NO2 NO3 H2O Salts Cond Cond Na SAR
Layer (cm) Horz Prep ( mmol(+)L-1 ) ( mmol(-)L-1 ) (----%----)(--dS m-1--) %
5D2
00P05823 5-56 Bt S 3
00P05824 56-112 BtIBC S 2
00P05825 132-132 C S 3
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

age la v.24
***Primary Characterization Data***
Pedon ID:00NC097007 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0976
pH & Carbonates -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11-
( pH ) (--Carbonate--) (--Gypsum---)
CaCl2 As CaCO3 As CaSO4 2H20 Resist
Depth 0.01M H2O Sat <2mm <20mm <2mm <20mm ohms
Layer (cm) Horz Prep KCI 1:2 1:1 Paste Sulf NaF
( k ) cm-1
8C1f 8C1f
00P05823 5-56 Bt S 5.3 5.6
00P05824 56-112 Bt I BC S 4.3 5.0
00P05825 132-132 C S 4.2 5.2
http://ssldata.nres.usda.gov/iptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&i=1&submitl=Get+... 5/2/2005

.Rge:. —24
**"Primary Characterization Data***
Pedon ID:00NC097007 (Iredell County,North Carolina) Print Date:May 2 2005 12:12PM
Sampled As Uoyd Fine,kaolinitic,thermic Typic Kanhapludult
USDA-NRCS-NSSC-National Soil Survey Laboratory Pedon No. 00P0976
Clay Mineralogy(<.002 mm) -1- -2- -3- -4- -5- -6- -7- -8- -9- -10- -11- -12- -13- -14- -15- -16- -17- -18-
X-Ray Thermal Elemental EGME Inter
Si02 A1203 Fe2O3 MgO CaO K20 Na20 Rem preta
Depth Fract 7A2i Lion
Layer (cm) Holz ion ( peak size ) ( % ) ( % ) mg g-t
00P05823 5-56 Bt tcly HS 2 MI 2 KK 2 VR 2 CA 2
QZ1 FD1
FRACTION INTERPRETATION:
tcly-Total Clay,<0.002 mm
MINERAL INTERPRETATION:
CA-Calcite FD-Feldspar HS-Hydroxy-Interlayered Smectite KK-Kaolinite MI-Mica
QZ-Quartz VR-Vermiculite
RELATIVE PEAK SIZE: 5 Very Large 4 Large 3 Medium 2 Small 1 Very Small 6 No Peaks
http://ssldata.nres.usda.gov/rptExecute.asp?p=25643&p=25644&p=25645&p=25646&p=25647&p=25649&r=1&submitl=Get+... 5/2/2005

3. Check all that apply to the requested permit modification:
Ei INCREASE 0 DECREASE the maximum permitted annual dry tonnage for existing residuals
source-generating facility(ies) certified for this residuals land
application program.
• ADD 0 DELETE residuals source-generating facility(ies) to/from those certified for
this residuals land application program.
® INCREASE D DECREASE the net acreage associated with land applications site(s) currently
certified for this residuals land application program.
® ADD 0 DELETE land application site(s) to/from those certified for this residuals
land application program.
O OTHER. Explain:
III. RESIDUALS LAND APPLICATION PROGRAM INFORMATION:
1. Who will be responsible for the day-to-day management of the residuals land application program:
Permittee or ® residuals management firm. If a residuals management firm, complete the
following:
Firm contact person and title: Teresa Avers.Operations Director
Firm name and complete mailing address: Synagro Southeast. Inc 6220 A Hackers Bend Ct
City: Winston Salem _ State: North Carolina Zip: 27103_
Telephone number: [phone] Facsimile number: [phone]
E-mail address: [e-mail]
2. List the Operator In Responsible Charge (ORC) and all Back-Up ORCs for the residuals land application
program,their certification numbers,and their affiliations in the following table:
Designation Name Affiliation Certification
Number
ORC Jeff Spivey Operations Manager with 27670
Synagro Southeast
Back-Up ORC Ed Hardee Operations Manager with 15693
Synagro Southeast
Additional Back-Up
ORCs -
(if applicable)
If an ORC and at least one Back-Up ORC are not currently designated for this residuals land application
program, provide the candidates' names, affiliations, and an estimated time schedule for each candidate's
completion of the required training school and certification test:
FORM:NDRLAP 02/02 Page 3 of 5 Attachment Order 1

Application Area Map I SYNAG Q
A Rule/nail Management Company
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--! STREAM ("P.---- APPLICATION AREA FORESTED AREA
—�j DRAIN at HOUSE ® UNSUITABLE
( ) POND 0 OUTBUILDING 411, SUITABLE FOR INCORPORATION,
8-12%SLOPE
X )t n PENCE gS WELL /7- SUITABLE
e 0-8%SLOPE
STORAGE AREA

Davie Co land ap site
Subject: Davie Co land ap site
Date: Thu, 17 Oct 2002 15:35:44 -0400
From: "Sue White, EIT" <[e-mail]>
Organization: NC DENR Winston Salem Regional Office
To: Sherri Knight<[e-mail]>
Sherri:
You asked me how the rejected site would be addressed and I never got back to you. It was addressed in
the staff report that accompanied all the other paperwork for the project.
Sue White, EIT
NC DENR Winston-Salem Regional Office
Division of Water Quality, Water Quality Section
585 Waughtown Street
Winston-Salem,NC 27107
Voice: [phone] ext 273
FAX: [phone]
If a man does not keep pace with his companions,
perhaps it is because he hears a different drummer.
Let him step to the music which he hears,
however measured or far away.
-Henry David Thoreau
Sue White, EIT <[e-mail]>
Environmental Engineer I
State of North Carolina
Department of Environmental Health and Natural Resources
1 of 1 10/21/2002 1:23 PM

DIVISION OF WATER QUALITY
GROUNDWATER SECTION RECEI`/E0
N.C. Dept. of EMT
September 11, 2002
MEMORANDUM i SEP 1 8 ?f02
V'JI 'c'r' t "m
To: Kim Colson
Through: Debra Watts 169.
From: David Goodrich
Subject: Davie County/Land Application Program—Renewal and Modification
Davie County
WQ0010583/GW02122
The Groundwater Section is in receipt of the subject application to renew and modify
existing permit Number WQ0010583, issued on February 29, 1996. An earlier application for permit
renewal and modification was reviewed by the Groundwater Section in November of 2001, and our
comments were submitted on November 29,2001.This earlier application included modifications which
are not present in the current package. The existing permit actually expired on February 29, 2000 and
uncertainties related to the possibility of merging this permit with another permit have delayed the
renewal. An emergency approval was issued by the Division of Water Quality on December 19,2001
which allowed the County to perform an emergency application of up to 1,820 dry tons (total) of
residuals on three new fields.
The existing permit allowed the County to annually dispose of up to 60 dry tons of
residuals per year onto four sites in Davie County totaling approximately 177.2 applicable acres.None of
the four sites required seasonal application restrictions. The presently proposed modifications are to
delete all four sites from the land application program and to add ten new sites in Rowan County and
Davie County totaling approximately 240.0 applicable acres(see Figures 1 through 8).The first three of
these new sites (NC-RA-300-1, NC-RA-300-2 and NC-RA-300-3) were allowed to receive residuals
under the December 19, 2001 emergency approval granted by the Division. Each of the ten new sites
was examined by a soil scientist to determine its ability to receive residuals. The soil scientist
determined that eight of the sites had indications of a mean seasonal high water table at a depth of
greater than three feet,which made them eligible for year-round residual applications. Two of the sites
were found to have indications of a mean seasonal high water table at a depth of less than three feet.Site
NC-DV-400-2 was found to have indications of a mean seasonal high water table at a depth of 32 inches
and Site NC-DV-401-1 was found to have indications of a perched water table at a depth of 26 inches.
The application sites were visited by personnel from the Division of water quality on
C:/My Documents/gw02122.doc Page 1 of 3 Rev.Jul-01

August 29, 2002. Observations made during the visit prompted recommendations for seasonal
restrictions in Field NC-DV-401-1 and NC-DV-400-2. Site NC-DV-402-1 is the location of the former
Davie County Landfill, and the depth of acceptable cover material was found to be 28 to 30 inches.
Therefore,Site NC-DV-402-1 (with 11.0 applicable acres)is not suitable for application and should not
be included in the permit.
The metals concentrations of the residuals are well below the ceiling concentrations for
Class B residuals.Laboratory analyses have determined that the residual applications represent an annual
surface loading of Plant Available Nitrogen (PAN) of 564 pounds per year. Allowing for the
mineralization rate (carry over) from one year to the next over five consecutive years results in a five-
year maximum adjusted loading of 929.4 pounds per year.This maximum adjusted figure is divided by
the annual consumption of the intended crop with the lowest nitrogen uptake in order to calculate the
minimum area required to treat the residuals.Using the lowest annual uptake value of 70 pounds of PAN
per acre per year, this results in a minimum required area of 13.3 acres. A total of 229.0 acres are
available.
In view of this information, the Groundwater Section recommends that seasonal
application restrictions be applied for Sites NC-DV-401-1 and NC-DV-400-2. The Section further
recommends that Site NC-DV-402-1 not be included in the permit.
The Groundwater Section has reviewed the subject application for the renewal and modification of this
permit and recommends re-issuance of the permit with the following conditions:
APPLICATION AREAS COVERED BY THIS PERMIT
Site/Field Owner/Operator County Status Net Acres Condition Figure#
(e.g. new (see below)
or
existing)
NC-RA-300-1 Conley Fox Rowan New 47.0 GW-A 1, 2
NC-RA-300-2 Conley Fox Rowan New 60.0 GW-A 1, 2
NC-RA-300-3 Conley Fox Rowan New 81.1 GW-A 1, 2
NC-DV-400-1 Brandon Slate Davie New 7.0 GW-A 3,4
NC-DV-400-2 Brandon Slate Davie New 7.1 GW-B 3, 4
NC-DV-400-3 Brandon Slate Davie New 6.0 GW-A 3,4
(NC-DV-402-1) (Clarence (Davie) (New) (11.0) Exclude (5, 6)
Rupard)
NC-DV-401-1 Lee Williams Davie New 6.0 GW-B 7, 8
NC-DV-401-2 Lee Williams Davie New 10.0 GW-A 7, 8
NC-DV-401-3 Lee Williams Davie New 4.8 GW-A 7, 8
Total 229.0
Area
Note: Basis of Approval for the indicated field is Condition GW-A or GW-B as follows:
C:/My Documents/gw02122.doc Page 2 of 3 Rev.Jul-01

GW-A. These sites are dominated by soils with mean seasonal high water tables greater than
three(3) feet below the land surface. Application of residuals may occur throughout the year.
GW-B. These sites are dominated by soils having mean seasonal high water tables between
one and three feet below the land surface. The application of residuals on these sites shall be
prohibited from December through March inclusive. No residuals shall be applied to any site
when the vertical separation between the depth of application and the water table, is less than
three(3) feet.The actual water table depth for seasonally restricted soils must be verified by soil
borings,within 24 hours,prior to any application event(applications are limited to April through
November inclusive). The number of borings advanced shall be sufficient to adequately
characterize water table conditions across the entire proposed application site.Any open borings
must be properly filled with native soil,prior to application to decrease the chance of any residuals
contaminating the ground water.
1) Applicable Boundaries:
a) The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the
disposal system individually permitted on or after December 30, 1983 is established at either 250
feet from the waste disposal area,or 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 according to 15A NCAC 2L
.0106(d)(2).
b) The REVIEW BOUNDARY is established around the disposal systems midway between the
Compliance Boundary and the perimeter of the waste disposal area.Any exceedance of standards
at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1).
2) Additional Requirements:
Any groundwater quality monitoring, as deemed necessary by the Division, shall be
provided.
If there are any questions please call David Goodrich at [phone].
Attachments: FIGURES 1, 2, 3, 4, 5, 6, 7 & 8.
C:/My Documents/gw02122.doc Page 3 of 3 Rev.Jul-01

O SYNAGRQ
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OWNER
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WQ0010583/GW02122
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FIGURE 2
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LAND APPLICATION PROGRAM
DAVIE COUNTY
WQ0010583/GW02122
DETAIL MAP FOR
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SYNAGIZO
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WQ0010583/GW02122
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PLICATION AREA MAP A Residuals Management Company
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• —.4 DRAIN O HOUSE 0 FORESTED AREA
WO POND 0 OUTBUILDING ® UNSUITABLE •
X X X FENCE 0 \VELL FIGURE 6
OSTORAGE AREA Q SOIL DESCRIPTI DAVIE COUNTY
LAND APPLICATION PROGRAM
DAVIE COUNTY
WQ0010583/GW02122
DETAIL MAP FOR
SITES NC-DV-402-1

SYNAGRQ
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DAVIE COUNTY
LAND APPLICATION PROGRAM
PHOTOQUAD/YEAR Cco I 6pr i 01'c n(1 Ti) DAVIE COUNTY
3 WQ0010583/GW02122
LOCATION MAP FOR
SITES NC-DV-401-1, 2 & 3

Pi' SYNAGRQ
pplication Area Map
A Redd/tab Management Company
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. Total Acres 6e9 SUMMAr/yNet Acres See t,n►rria ey
•
- - '--' EA) STREAM F ♦ 7 APPLICATION AREA FORESTED AREA
—> DRAIN •" HOUSE FIGURE 8
C. POND o OUThUU.DIN DAVIE COUNTY
LAND APPLICATION PROGRAM
DAVIE COUNTY
x x A PENCE 0 WELL WQ0010583/GW02122
Cs) STORAGE AREA DETAIL MAP FOR
SITES NC-DV-401-1, 2 & 3

Michael F.Easley,Governor
• �F W ATi4 William G.Ross Jr.,Secretary
.\�� OG North Carolina C nent of Environment and Natural Resources
r Alan W.Klimek,P.E. Director
) Division of Water Quality
October 7, 2002
CERTIFIED MAIL 7002 0860 0007 8093 1366
RETURN RECEIPT REQUESTED
Mr. William J. Spivey
Synagro Southeast, Inc.
6220A Hackers Bend Ct
Winston Salem, NC 27103
Subject: Request for additional/corrected information Land Application Permit Application
#WO0010583, Davie County
Dear Mr. Spivey:
Having reviewed the submitted permit application, there are two items that will be
required before this office can sign off on the application package as being complete in its
content.
1. Please send a corrected page 3 of 5 from form NCRLAP 02/02 with the current ORC
information.
2. The buffer map for the Brandon Slate site does not contain the required North Arrow.
Please send corrected buffer map for this site.
When these items are received, the project will be cleared by this office, with the exception
of the Clarence Rupert site which was not approved after the site visit on August 29, 2002.
Should you have any questions concerning these requests or anything pertaining to this permit
application, please contact me at 336-771-4608 ext. 273.
Sincerely,
Sue White, EIT
Environmental Engineer I
Copy to:
Non-disc permitting unit
Central Files
WSRO
•
DA.si
, 10 -f0Z
L-114
Si a
RCDENR
N.C.Division of Water Quality/Water Quality Section 585 Waughtown Street Winston-Salem,NC 27107 [phone] Customer Service
1 800 623-7748

Site/Field Review Checklist
for Land Application of Residual Solids
(to be used by WQ and GW reviewers)
Permit No.:WQ00 10583
1. Site/Field Summary(The WQ reviewer places initials at the space in front of each item):
„ /��L�3VVeerify that all the sites/fields (renewal as well as new)are listed on this summary sheet.
.. �''�" erify the site/field Ds listed here consistent with the numbering throughout the permit package.
��ake sire the full legal name(s) of all the owners,lessees,and operators are listed on this sheet.
_ i air--
that the actual usable acres are Iisted on this sheet.
The correct total acreage should be listed at the bottom of this table and elsewhere in the package.
2, Certifi 'on Page(The WQ reviewer places initials at the space in front of each item):
This page should specific to the sites/fields in the application package and includes certification language
(in general indicating that the findings contained in the report for the site are based on the site conditions
and that all of the statements are true and correct to the best of their knowledge). The Licensed Soil
Scientist(LSS)does not necessarily need to conduct all field work. Work can be performed by a person
under ' it direct supervisory control (see LSS Board Rules-21 NCAC 69.0401(b)(2)).
erify the LSS name,signature,seal,affiliation, and date of certification.North Carolina General .Statutes
Chapter 89F(this statute takes the place of our 2H.0200 rules that provides a different definition of a soil
scientist). Check httpJ/www.ncblss.ora/director.html to verify the member status.
3. Location Map(The WQ reviewer places initials at the space in front of each item):
Verify that a location map(county road map)is enclosed for each site/field.It should show site/field
" location and state or county highways clearly visible on the map for easy directions to the site/field. These
maps and any others must be made available to county managers or the general public upon request.
List the sisesffields that lack any of the above information and request additional information on the
missing information.
4. Topographic Map(The WQ reviewer places initials at the space in front of each item):
Verify that a topographic map showing the site/field location is included in the permit package.
List the sites/fields that lack any of the above information and request additional information on the
missing information.
5. Watershed Clascification(The WQ reviewer places initials at the space in front of each item):
or each new site/field, verify that a completed watershed classification form(WSCA 11/1)is enclosed.
This form should be filled out and have all of the following items:
• watershed classification.
• perrniuee signature and
• signature of the respective regional office staff
No new sites are allowed in the critical area(CA)of any water supply watersheds(except WS-V)and all
WS-I watersheds (15A NCAC 2B .0200)
List below the sites/f eids can no:be approved due watershed classification:
SiteReviewCheckLis:KCdral 1_3:_G2-Final Dra{: Page I of5

6. Field Buffer Map (GW reviewer concurrence required. Both WQ and GW reviewers place initials at spaces in
front of each item).
For each site/field,verify that the buffer map has all of applicable natural and identifying features clearly
marked on the map:
if3P 00 s,luE • north arrow,map scale, legends for various features,site/field ID,
• houses and other structures,surface water features,property lines, wells,rights of way,access road,
• auger hole borings,and pit locations.
}DLO—Check and verify that the following buffers are delineated on the buffer map:
• 400 feet from residences or places of public assembly under separate ownership for surface application
method;
• 200 feet from residences or places of public assembly under separate ownership for subsurface residual
injection method; however, the buffer zone requirement may be reduced to a minimum of 100 feet
upon written consent of the owner and the appropriate regional office;
• 100 feet from any public or private water supply source, waters classified as SA or SB,and any Class I
or Class 11 impounded reservoir used as a source of drinking water for both methods;
• 100 feet from any streams classified as WS or B,any other stream, canal,marsh or coastal waters and
any other lake or impoundment for surface application;
• 50 feet from any streams classified as WS or B, any other stream, canal, marsh or coastal waters and
any other lake or impoundment for subsurface application;
'• 50 feet from property lines for both surface and subsurface application methods;
• 50 feet from public right of ways for both application methods;
• 10 feet from upslope interceptor drains and surface water diversions for both application methods; and
25 feet from downslope interceptor drains,surface water diversions,groundwater drainage systems and
surface drainage ditches for both application methods
List any sites that do not meet buffers:
• C eck and verify that the a written consent of the property owner is enclosed to have a waiver from above
buffer requirements to apply within 100 ft.of a property with separate ownership.
.i: r
List the sites/fields that lack any of the above information and request additional information on the
missing information.
7. Site/field Description and Evaluation(The WQ reviewer places initials at the space in front of each item):
,�"4 crops,PAN loadings,and application windows are consistent with the Agronomist's recommendations.
/ nsure that recommended application method (Agronomist Report)matches or is similar to the table
• below. The application method should take into account the Total Solids Percentage of the residuals
product(Agronomist Report). This information should be applicable to the type of crop or proposed
application method. For example,injection is proposed with 30%solids content would not be appropriate.
Typical equipment need/application method based on solids content of residuals
(adapted from NCDENR Land App School Manual,page 6-29)
Type of Residuals/ Solids Content Application System
Application method
Liquid (surface/incorporate;infection) 1-10% Gravity flow.pump. tank truck/leak proof truck
Semi-Solid(surface/incorporate) 8-30% I Conveyer,auger,water tight box
Solid (surface/incorporate) 25-80% I Conveyor. bucket.dump truck
List the sites/fields that lack any of the above information and request additional information on the
missing information.
SiteReviewCheckList KC draft 1 3l 02-Final Draft Page 2 of;

La d er Agreement Form(The\VQ reviewer places initials at the space in front of each item):
For each site/field,verify that a new or updated landowner agreement form is enclosed. The form should
- be completely filled out and have signatures of all of the following parties:
• landowner, ,
• permittee,
• lessee/operator,and t
• a notary(with seal and expiration date)
List the sites/fields that lack any of the above information and request additional information on the
missing information.
9. Soil Profile Description Sheet(GW reviewer concurrence required. Both WQ and GW reviewers place initials
at space in front of each item).
Soil profile description sheets are clearly identified with the
510 • Site/Field ID,
•' location (county,latitude and longitudinal coordinates)
• date of investigation,
—• predominate soil series type,
• • estimated mean seasonal high water table depth,
• depth and type of restrictive horizon(s),
• vegetation,and
' • slope.
List the sites/fields that lack any of the above information and request additional information on the
missing information.
i Soil profile descriptions must be described to the C/Cr horizon (layer),but not less than 3 feet,and should
I h i include the following information in a tabular format for each horizon:
•
V2 • horizon designation, C:6t.t�Y FoX
• depth,
l LL It 2. • primary matrix coloration,
,, • coloration,size,and abundance of all other features(e.g.—mottles)within each horizon,
/No'`t SLAT-Elko . texture,
• structure,
• consistence,and
• horizon boundary type.
List the sites/fields that lack airy of the above information and request additional information on the
missing information.
The soil map has at least the predominant soil series name(or mapping unit)clearly visible with fields
,_......)&11,3--
clearly marked.
List the sites fields that lack airy of the above information and request additional information on the
missing information.
�erify that the soil and site/field features in the field are consistent with those described in the Soils Report.
_.,..,• 0 lso,please note if any significant irregularities exist between the information presented in the soils report
and that published in the appropriate county soil survey.
List the sites/fields contains conflicts between observations and the soils report.
Verify that the corresponding estimated mean seasonal high water table depth is indicated at the upper
lag/boundary of the appropriate horizon. Use the following table for guidance for such determinations:
SiteReviewCheckList KC draft 1_31_02-Fina?'✓ram Page 3 c.`

SITUATION If the predominant soil series designated on the soil THEN...
scientist report..
MATCHES with the county soil survey map,AND the soil series designated on the soil scientist's report and
Situation#1 verified by the DWQ/DSWC personnel corresponding SHWT will be used to determine drainage
and seasonal restriction for the site
DOES NOT MATCH with:the countysoil surveyma
the soil series designated on the soil scientist's report and
Situation#2 p' corresponding SHWT will be used to determine drainage
BUT is verified by the DWQ/DSWC personnel
and seasonal restriction for the site
Situation#1 or#2,BUT the field determination by DWQ may request the Permiuee to furnish additional
DWQ/DSWC personnel differs from the dominant soil data in the form of additional field borings and profile
series designated on the soil scientist report studies to sufficiently characterize and confirm the soil
Situation#3series.In absence of such evidence,the field observation
made by soil scientist from either DWQ/DSWC will be
used to determine drainage and seasonal restriction for
the site
10. Seasonal Restrictions(GW reviewer concurrence required.Both WQ and GW reviewers place initials at
spaces in front of each item).
Use the following matrix to determine if any seasonal restrictions(SR)on residuals application apply to the
,,,�` ) site/field based on the original mean seasonal high water table(OSHWT).Encircle the conditions that
�J apply to this particular site/field.
Field Condition Site/field without artificial drainage Site/field with artificial drainage
OSHWT<or=1 ft. No land application allowed See Note b.below. Condition GW-A or
GW-B as appropriate
1 ft<OSHWT<3 ft. SR with mean seasonal See Note b.below_ Condition GW-A or
water table depth(>3 ft) GW-B as appropriate •
Condition GW-B
• OSHWT>3 ft Year-round application without water table verification;condition GW-A •
NOTE:
a.Seasonal restrictions(SR): Application may not occur during periods governed under seasonal restrictions
regardless of the actual depth to the water table.
b.Sites with altered hydrology(artificial drainage): In order for an applicant to improve the site's suitability to
receive residuals,the applicant must make a demonstration to the Division that the natural hydrology has been
sufficiently altered to permit such application activities. Such a demonstration may include groundwater modeling.or
two years worth of water table monitoring prior to any application taking place. The applicant can initially submit a
site/field for approval with seasonal restrictions being applied. The applicant can then request a modification based on
additional data or modeling results that demonstrate that site/field restrictions might be lifted.
c.Consideration of soil series for seasonal conditions: Use the following criteria to determine if any seasonal
restrictions(SR)on residuals application should be applied to the site/field based on the predominance of a particular
soil series/type(in site/fields where more than one soil series/type are present):
• If less suitable soils are buffered out,then the site/field can be applied upon based on the restrictions of
the remaining less suitable,or if no marginal soils are present,the more suitable soils.
• If less suitable soils are not buffered out,then the entire site/field should be governed by those
restrictions appropriate to the less suitable soils.
Please note that small areas of unsuitable soils, too small to show up on most soils maps(less than '4 acres
approx.).commonly occur within areas of much more suitable soils. It is impractical to require that all
these areas be identified and buffered out.
List below the sites/fields that have been determined to have a seasonal restrictions. Please designate the
type of restriction besides the field/site number.Attach additional sheets, if necessary.
LLIK.1. .t&— 'Pt et- l S Asa,.wx Appuc n-n l M,317 c), ,1
SiteReviewCiteckList KC draft 1_31_02-Final Draft Page 4 of

- 11 Standard Soil Fertility Test Report(The WQ reviewer places initials at the space in front of each item):
'fy that the soil analysis was done for the proper field number,and landowner provided in the permit
package.
Make ure the soil analysis was done within the past one year. SCE STtcKX 1---1oTE d1.1 /JY
ead the Agronomists Comments given at the top of the Soil Test Report.Most items of concern are listed
here and should be addressed in the Site/field Description and Evaluation section.
heck the Test Results section for soil pH.Acceptable pH range for most crops is from pH 6 to 9.Liming
....,)011a
at recommended rate should be required if the pH is below 6 or gypsum application should be required if it
is above 9.Most North Carolina soils are acidic and should require liming.Check the lime
recommendations and ensure that lime recommendations are incorporated in the Site/field Description and
Evaluation section. Liming requirements may be a point to emphasize in the approval cover letter.
heck individual crop recommendations for various nutrients(N,P,05,K,O,Mg,Cu,Zn,B,Mn)and
make sure that any limitations listed here are addrescPs properly in the agronomist's report. Of particular
interest are Zn and Cu levels if the field/site has had poultry litter or swine waster applied. These issues
may be a point to emphasize in the cover letter for approval.
Table C.2. Copper and Zinc values and recommendations(adapted from NCDA&CS Agronomic Division,
Converting NC soil test index values to equivalent units, 1997)via Mehlich-3 extractant procedure.
Soil Index Mg mg NCDA recommendation
copper/dm3 Zinc/dm3
' (PPm) (PPm)
300 12 I Limit application on peanuts,maintain pH at 6.0
500 Cease further application on peanut land,maintain pH
at 6.0
1,000 20 I Metal is accumulating in soil
2,000 40 80 I Seek alternative site,where possible,maintain pH at
6.0
3.000 60 120 I Cease further application on any crop
10.000 200 I Concentration where everything dies
Ensure none of the heavy metal concentrations Iisted in the attached soil reports exceed Cumulative
Pollutant loading rates,refer to table below:
Cumulative Pollutant loading rates,not to exceed the following(Land Application Permit):
Pounds
Parameters per Acre
•
Arsenic 36
Cadmium 34
Copper 1,338
Lead 267
Mercury 15
Molybdenum ----
Nickel 374
Selenium 89
Zinc 2,498
2. Crop ecommendations
Ensure each crop listed is appropriate for the field and to receive residuals. For example, consider
susceptibility to Zn and Cu soils levels (e.g.—peanuts). subsurface food crops are grown each year which is
not allowed for Class B residuals(see permit conditions II. ),row crops on fields with excessive slopes,etc.
Utilize the worksheet: to evaluate the programs capacity from a nutrient standpoint. Utilize a typical crop
for the program or an estimated average PAN to calculate the needed acreage for the program based on the
most recent residuals sample.
SiteReviewCheckList KC draft 1_31_02-Final Draft Page 5 of 5

September 6, 2002
MEMORANDUM
To: David Goodrich
Groundwater Permit Group
Through: Perry Wyatt, Soil Scientis
NC Division of Soil and Water Conservation
From: Sherri Knight, Groundwater Supervisor
Subject: Land Application Permit Renewal/Modification
Davie County Residuals
WQ0010583/GW02122
Davie County
The Town of Mocksville and Davie County merged their programs in 1998. Residuals were land
applied under the Town of Mocksville's permit (WQ0003351). The Town and County have now
decided not to keep the programs combined. This application incorporates property (Conley Fox) that
was previously approved under an emergency approval via the Mooresville Regional office when
lagoons were cleaned out in 2001. These sites were visited on August 29, 2002 by Sue White with
the WQ Section, Perry Wyatt with the NC Division of Soil and Water Conservation and me along with
Synagro's representative, J. Spivey. Comments regarding the sites are as follows:
Conley Fox
All sites were acceptable; buffers were marked as appropriate and soils were good.
Lee Williams
The predominate soil series in Field 1 is Altavista. Recommend seasonal restrictions instead of the
proposed year round application with borings. Masada is the predominate series in Field 2. Year
round application was considered acceptable on this field.
Brandon Slate
As stated in the application, recommend borings prior to application on the Masada series. As
indicated in the revised information submitted on August 30, 2002, the small pond has been buffered
from the proposed application area.
Clarence Rupard
This site is the location of the former Davie County landfill. The depth of acceptable cover material
was approximately 28-30 inches making the site unsuitable for application. Therefore the site should
not be included in the permit.
If you have any questions, please give me a call.

State of North Carolina
Department of Environment Alf
and Natural Resources
Division of Water Quality
Michael F.Easley, Governor NCDENR
William G. Ross Jr.,Secretary
Gregory J. Thorpe,Ph.D.,Acting Director NORTH CAROLINA DEPARTMENT of
ENVIRONMENT AND NATURAL RESOUR cE3,,c
ws!a.o
January 28,2002 DC Sa. rah ENR
Bruce Pratt
Davie County FED t? 4 2092
451 CHAFFIN Street
Mocksville,NC 27028 �'`' 7")
Subject: Annual Monitoring and Reporting Requirements ```°"''{ '1 5 :;
Treatment and Land Application of Residuals
Permit Number: WQ0010583
Davie County
Davie County
Dear Bruce Pratt,
The purpose of this letter is a reminder that the monitoring reports required by the subject permit must be
submitted as an Annual Report for calendar year 2001 by no later than March 1,2002. The report must be
submitted(in triplicate)to the following address:
DENR/DWQ/Water Quality Section
Non-Discharge Compliance Unit
1617 Mail Service Center
Raleigh,N.C. 27699-1617
Due to limitations in storage space,please submit the reports in bound form rather than in notebook form.
Permittees are subject to civil penalty for failing to submit the Annual Report as required by their permit.
Enclosed are the summary and certification sheets that must be used for your annual report depending on
whether your residual is Class A or Class B. Please complete the nessesarry sheets and if necessary make
copies of the blank forms if extras are needed. The forms have not changed since last year(although minor
aesthetic changes have been made)so you may use those you already have on hand.
You will however note that the forms include information required by EPA as outlined in 40 CFR Part
503. Since the requirements of 40 CFR Part 503 are self implementing,they are legally binding and
enforceable Federal requirements for all persons subject to the requirements of 40 CFR Part 503,even if
these requirements are not currently contained in the state permit.The annual reports for the EPA must be
received by EPA at the following address on or before February 19,2002.
Hector Danois
Clean Water Act Enforcement Section
Water Programs Enforcement Branch
Water Management Division
U.S.EPA Region 4
61 Forsyth Street, S.W.
Atlanta,Ga. 30303-3104
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Annual Monitoring and Reporting Requirements
Page 2
If there is a need for any information or clarification on the State reporting requirements,please do not
hesitate to contact Daryl Merritt at(919)733-5083 extension 581. For further information on the Federal
requirements,you should call Madolyn Dominy of the Environmental Protection Agency at 404-562-9305.
Sincerely,
•
Daryl Merritt,
Environmental Specialist I
cc: Vince Miller,EPA Region IV
WSRO Water Quality Supervisor
Non Discharge Compliance/Enforcement File
Central Files

DIVISION OF WATER QUALITY
GROUNDWATER SECTION '
November 29, 2001
MEMORANDUM
To: Kim Colson RECEIVED
N.G. Dept. of ENR
cc: 'Doi" . ' DEC'
4 2001
Through: Debra Watts 6— <' win .
f3 : fot ! f CO
From: Brian Wootton
Subject: Davie County
Davie,Rowan Counties
WQ0010663 /GW01206
The Groundwater Section has reviewed the subject informal("emergency")modification
request to add 188.1 applicable acres to the residual application program and delete 121.2 acres
(previously permitted). The applicant proposes to deposit a portion of the total 11,000 wet tons
(1767.7 dry tons)from the Coolemee Basin onto all of field DC3-3 and a portion of field DC3-2,
(approximately 100 acres this year)and the remainder of the residuals will be applied to the other
88.1 acres in the spring.In addition, 19.35 tons of residuals will be removed from the Coolemee
Digester and applied very soon,because the digester is full of residuals.PAN calculations reveal
the applicant meets the minimum acreage criteria for agronomic rate status.
Chris Greene of the Winston-Salem Regional Office,noted that the site conditions should
be checked periodically by the operator/permittee because 8% slope gradients could lead to
surface water runoff and soil erosion.
The Groundwater Section recommends that the following conditions be included in the permit:
APPLICATION AREAS COVERED BY THIS PERMIT
Site/Field Owner/Operator Count Status (e.g. Net Condition
new or Acres (see below) Figure#
existing)
DC3-1 CONLEY FOX ROWAN NEW 47.0 GW-A 1
DC3-2 CONLEY FOX ROWAN NEW 60.0 GW-A 1
DC3-3 CONLEY FOX ROWAN NEW 81.1 GW-A 1
TOTAL NEW 188.1 -
ACRES
GW01206.doc Page 1 of 2 Rev.Jul-01

DC1-1 WHITEBARBIE ROWAN DELETED 27.0
DC1-2 WHITEBARBIE ROWAN DELETED 25.8
DC1-3 WHITEBARBIE ROWAN DELETED 68.4
TOTAL 121.2
ACRES
DELETED
Note: Basis of Approval for the indicated field is Condition GW-A as follows:
GW-A. These sites are dominated by soils with mean seasonal high water tables greater than
three (3) feet below the land surface. Application of residuals may occur throughout the year.
1) Applicable Boundaries:
a) The COMPLIANCE BOUNDARY for the disposal system is specified by regulations in 15A
NCAC 2L, Groundwater Classifications and Standards. The Compliance Boundary for the
disposal system individually permitted after December 31, 1983 is established at either 250 feet
from the waste disposal area,or 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 according to 15A NCAC 2L
.0106(d)(2).
b) The REVIEW BOUNDARY is established around the disposal systems midway between the
Compliance Boundary and the perimeter of the waste disposal area.Any exceedance of standards
at the Review Boundary shall require action in accordance with 15A NCAC 2L .0106(d)(1).
2) Additional Requirements:
Any groundwater quality monitoring, as deemed necessary by the Division, shall be provided.
If there are any questions please call Brian Wootton at [phone].
Attachments: FIGURE 1
GW01206.doc Page 2 of 2 Rev. Jul-01

FIGURE 1 .
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Rowan County
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RECEIVED
N.C. Dept. of EHNR
SYINIAC-IRli Fax Delivery&Fed Ex NOV 1 3 2001
November 8, 2001 Winston-Salem
A Residuals Management Company Regional Office
Ms. Shannon Thornburg
NCDENR/Division of Water Quality
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
Re: Additional Information Correction— Davie County Basin & Digester Cleanout
Permit No. W00010583 (expired Davie County permit)
Conley Fox site in Rowan County
Ms. Thornburg:
The purpose of this letter is to clarify issues surrounding the above Emergency land application request:
1. Mr. Jeff Spivey submitted a letter to you on 10/30/01. Some of the references in the letter were
inaccurate and addition information is required to correct the DENR review of the project.
a. The letter references 200,000 gallons of digester liquid at the Coolemee WWTP that are
ready to be land applied on the Conley Fox Property. The letter did not include the
analytical results of the digester liquids. I have attached those results along with PAN
calculations that verify land needs for the product.
b. The letter also addressed basin solids at the Coolemee WWTP that are in dire need for
removal and land application. The letter incorrectly identified the amount of solids in the
basin as 11,000 dry tons; this figure should have been 11,000 wet tons at 16.07% solids (or
approximately 1,768 dry tons). The analytical results for the basin solids are also attached
with PAN calculations that verify land needs for that product.
2. Although already submitted on September 28, 2001 and visited by Ms. Ellen Huffman of the
Mooresville Regional Office, I am enclosing maps of the Fox property (NC-DC3 fields 1,2&3). After
buffers, there is approximately 188 acres of pastures that can receive the Coolemee biosolids
products. This is a new site that is not in the expired Davie Co. permit, it needs to be added.
Please call me at your earliest convenience to discuss the status of the land application approval. In
closing, I need to reiterate the importance of expediting the approval of this project. It is paramount that
these cleanout projects are completed prior to the end of the year. I appreciate your attention to this
matter. If you have any additional concerns, please feel free to contact me at (336)-766-0328 (ext. 112).
Sincerely,
Griff Cox, EIT /
Technical Services Director
Synagro Southeast, Incorporated
CC: -S Regional DENR Office
Teresa Ayers, Operations Director, Synagro
Synagro Southeast, Inc.
6220-A Hackers Bend Court,Winston-Salem,NC 27103 • Ph:[phone]•Fax:[phone] •Toll Free:[phone]

Coolemee Digester
200,000 gal at 2.32 % solids
200.000 gal x 0,0232 x 8.34 lb/gal = 19.35 dry tons
2000 lbs/ton
PAN = 0.2 (23200-3900) + 0.5(3900) + 0
PAN = 0.2(19300) + 1950
PAN = 5810 mg/kg (0.002)
PAN = 11.62 lbs PAN/dry ton
Total PAN = 19.35 dry tons(11.62 lbs PAN/dry tons)
Total PAN = 224.85 = 225 lbs PAN
Crop is fescue (250 lb/acre/year, we will use 155 lb/acre/year to be conservative)
225 lbs PAN/ 155 lbs/acre = 1.45 acres needed
If we actually applied 200,000 gal to 1.45 acre that would be a hydraulic loading of
137,931 galacre which would be too high and would cause runoff.
A tanker carries about 6,500 gal, 2 tankers per acre (13,000 gal/acre) would be a better
rate to keep runoff concerns down, thus.
200,000 gal/6,500 gal/tanker= 31 tankers/2 tankers/acre = 15.5 acres
Although the nutrient loading rate would allow the amount be spread on 1.5 acres, in the
interest of not generating runoff, we will most likely spread the digester liquids on 15-16
acres. This would equate to a PAN loading of about 15 lbs PAN/acre.
2

A & L EASTERN AGRICULTURAL LABORATORIES, INC. ��'.,=,:, �� .-: '-;..-,-rv;Fz+c„
7621 Whitepine Road • Richmond, Virginia 23237 • ( - g
• Fax No. [phone] iEDEIVEDi O U
R155-324 ACCOUNT 45230 PAGE 1
REPORT NUMBER l JUN z 8 2000 `
SYNAGRO SOUTHEAST COOLEMEE WWTP KEVIN CAMPBELL
P 0 BOX 1770
6490 STADIUM DRIVE DJ (fri?z L(
CLEMMONS NC 27012 ! ��i
BIOSOLIDS ANALYSIS REPORT
DATE SAMPLED 06/13/00
LAB NUMBER = 42860 DATE RECEIVED 06/20/00
SAMPLE ID = JUNE 2000 DATE REPORTED 06/23/00
•
DETECTION
RESULT RESULT LIMIT ANALYSIS
PARAMETER ( X ) (MG/KG) (MG/KG) ANALYST DATE TIME METHOD REFERENCE
SOLIDS (AS IS) 2.32 23200 100 KCS 06/20/00 16:00 SM 2540G
NITROGEN(TKN) 5. 13 51300 100 KCS 06/21/00 15:30 . EPA 351 .3
PHOSPHORUS 2. 02 20200 100 JCM 06/21/00 13:00 SW 846-6010B
POTASSIUM 0 . 43 4300 100 JCM 06/21/00 13:00 SW 846-6010B
SULFUR 0.82 8200 100 JCM 06/21/00 13:00 SW 846-60108
CALCIUM 1 .27 12700 100 JCM 06/21/00 13:00 SW 846-6010B
MAGNESIUM • 0.50 5000 100 JCM 06/21/00 13:00 SW 846-6010B
SODIUM 0. 80 8000 100 JCM 06/21/00 13:00 SW 846-60108
IRON 23100 1 JCM 06/21/00 13:00 SW 846-60108
ALUMINUM 27700 10 JCM 06/21/00 13:00 SW 846-6010B
MANGANESE 942 1 JCM : 06/21/00 13:00 SW 846-6010B
COPPER 366 1 JCM 06/21/00 13:00 SM 846-6010B
ZINC 1490 1 JCM 06/21/00 13:00 SW 846-60108
AMMONIA-NITROGEN 0.39 3900 100 KCS 06/21/00 15:00 EPA 350.2
NO3-NO2 NITROGEN ND 10 KCS 06/21/00 16:00 ISM 4500-NO3 F
CADMIUM 3 .4 1 JCM 06/21/00 13:00 SW 846-6010B
CHROMIUM 50 5 JCM 06/21/00 13:00 SW 846-6010B
NICKEL 24 5 JCM 06/21/00 13:00 SW 846-6010B
r
ALL VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED. `� 40e4p ./0
,_
PA L C. H. CHU C. NOR AN JON
Our reports and letters are for the exclusive and confidential use of our clients,and may not be reproduced in whole or in part,nor may any reference be made to the
work,the results,or the company in any advertising,news release,or other public announcements without obtaining our prior written authorization. Copyright 1977

A & L EASTERN AGRICULTURAL LABORATORIES, INC. s, ,
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] El .g�
Fax No. [phone] U ,
R155-324 ACCOUNT 45230 PAGE 2
REPORT NUMBER ii
SYNAGRO SOUTHEAST COOLEMEE WWTP KEVIN CAMPBELL
P 0 BOX 1770 jlOe,5ctQJ(6490 STADIUM DRIVE Li -L),'d
CLEMMONS NC 27012
BIOSOLIDS ANALYSIS REPORT
• DATE SAMPLED 06/13/00
LAB NUMBER = 42860 DATE RECEIVED 06/20/00
SAMPLE ID = JUNE 2000 DATE REPORTED 06/23/00
•
DETECTION
RESULT RESULT LIMIT ANALYSIS
PARAMETER ( X ) (MG/KG) (MG/KG) ANALYST DATE TIME METHOD REFERENCE
LEAD 78 5 JCM 06/21/00 13:00 SW 846-6010B
ARSENIC 4 .25 0.2 KM 06/22/00 16:00 SW 846-7061A
MERCURY 3 .57 0.2 KM . 06/22/00 16:00 SW 846-7471A
SELENIUM 3.76 0 . 1 KM 06/22/00 16: 00 SW 846-7741A
PH ( STD. UNITS.AS IS) 6 .70 RD 06/21/00 12: 00 EPA 150. 1
ORGANIC NITROGEN • 4 .74 47400 100 DCH 06/21/00 . CALCULATION
MOLYBDENUM 14 5 JCM 06/21/00 13:00 SW 846-6010B
•
•
•
•
I ti 1
ALL VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED. fij I C, tti, L. a. , _70 ,
P ' L C. H. CHU C. NORM'N JOHI
Our reports and letters are for the exclusive and confidential use of our clients,and may not be reproduced in whole or in part,nor may any reference be made to the
work,the results,or the company in any advertising,news release,or other public announcements without obtaining our prior written authorization. Copyright 1977

Coolemee Basin
11,000 wet tons at 16.07 % solids
11,000 wet tons x 0.1607 = 1768 dry tons
PAN = 0.3 (12800-2600) + 0.5(2600) + 0
PAN = 0.3 (10200) + 1300
PAN = 4360 mg/kg (0.002)
PAN = 8.72 lbs PAN/dry ton
Total PAN = 1768 dry tons (8.72 lbs PAN/dry tons)
Total PAN = 15416.96 = 15417 lbs PAN
Crop is fescue (250 lb/acre/year, we will use 155 lb/acre/year to be conservative)
15417 lbs PAN/ 155 lbs/acre = 99.46 acres = 100 acres needed
•

r
de ' A & L EASTERN AGRICULTURAL LABORATORIES, INC. fit`"; r `ir: •,,.,
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] • .1
Fax No. 80� 271 6446 `� y�,r
R06 . 84 ACCOUNT R 46230 ( 1J, »,,, f
• •� f�1�li F� �. c 1i A r;� i
'tip ,.
•
REPORT-NUMBER I ��•iks'+err,+��it{' p
( LP • .L
. SY.NAGRO SOUTHEAST COOLEENEE RAY GAMEIILL
•
P D B. 17,7 0 •
�}�`ai 1J CAKE:
.C:LEl1MUN$ • NC. •27012
B,'I.0S0(.IDS. 'ANAL.YSIS• RE:POR1 '
f DATE SAMPLED ' '03/19/01 :
LA, :.NUMBER .= '41109B . DATE RECEIVED 3/'O/08AM 'L ID COOLEEMEE DATE REP(1RTED' ..:03%22/U1
•
• DETECTION
'RESULT RESULT LIMIT ANALYSIS
PARAMETER . ( Y ) • ( MG/KG ) ( MG/KG ) ANALYST DATE TIME. METHOD REFERENCE
•-
K _- __.._..__-_._ -•-• -. ___..
• s: • • r . ;., . ,• + �.. ..1.
GOLID'S (AS• I' ),§• •y:••H, •a, ; •• . • •1407 •-..:t..*- .- i6O:7�O0 ••I9-0 • : - J. M ..0;.3/20. 01 .16 : 00 SM 2540G .ITR0GEN( TKN ) . 1:•d-• 78 12800 100 JCM •
03/21/01 . 13 : 00 EPA 351 .43 • ` '
HOSPHORUS 0 . 48 4800 100 JCM 03/21/01 15 : 00 SW 846-60108 '‘
OTASSIUM 0 . 1E 1600 '100 JCM 03/21/01 15 : 00 SW 846-60108
ULFUR •
• 0 . 66 6600 100 JCM 03/21/01 15 : 00 SW 846-60108
ALCIUM 2 . 03 20300 1:)0 JCM 00/21/01 15 : 00 SW 846-60108
AGNESIU.M • 1 . 02 .10200 100 JCM 03/2t/01 15 : 00 SW 846-60108
ODIUM • 0 . 30 3000 100 JCM 03/21/01 , 15:00 SW 846-60108
ROH • 7020:0• •1 JCM • 03/21/01 15: 00 SW 846-60108
LUMI'NUM • 55.,100, 10 JCM 03/:21/01 15 : 00 SW 846--6010.8 . '
NGA'NES:E: •.;::,3•. .3.p. . 1 JCM 03/.2t/0:1 15:00 • SW 846-6• ,01OB
UPPE•R III
1JChi 03/.?_1/. 01 i5: 00. SW 846-60106IC' '..1 JCM 03/21/01 15: 0.0 SW. 846,G0;10E1
hfhiONIAitITR:OGE
N 0 . 26 2600 100 JCM 03/21/01 13 :40 EPA 350 . 2
AD-I h02 h1ITROGEN NO 10 JCM 03/21 /01 15:00 SM , rl500-NU•3 F
2 . 4 1 JCM ' 03/21 /01 15 : 00 SW 816.60108
HROMIUM 821 5 JCM 03/21/01 15:00 SW 846-6010B
ICKEL 42 5 JCM 03/21 /01 15 :00 SW 846-60108
• II if . .
Old
_L VALUES ARE ON A DRY WEIGHT BASIS EXCEPT AS NOTED . C (1� q C. efirfc6-- \.� G . O f f �• N RhaN JJNES
Our reports and letters are for the exclusive and confidential use of our clients,and may not be reproduced in whole or in part,nor may any reference be made to the '
I.
work,the results,or the company in any advertising,news release,or other public announcements without obtaining our prior written authorization. Copyright 1977

f' A & L EASTERN AGRICULTURAL LABORATORIES, INC. ;.,'t„q,'� . �� '�4.,
7621 Whitepine Road • Richmond, Virginia 23237 • [phone] ; •
R 0 6 2-2 8 4 ACCOUNT ll 45230 Fax No. [phone] ;i 1
REPORT NUMBER i i
H .
SYNAGRO SOUTHEAST •COOL.E EMEE RAY GAMBILL
POS 1770' . • BAS IN C,41K4
• CLEMMONS NC 27012 "
• BIOSOLIDS ANA_L.YSIS . REPORT
•
LAB" NUMBER = 4i. 109 DATE •SAMPLED 03/-19/01
SAMPLE ID = COOLEEMEE • DATE RECEIVED 03/20/01••
DATE REPORTED 03/22/01
• DETECTION • .
RESULT RESULT LIMIT ANALYSIS
PARAMETER • ( X ) ( MG/KG) ( MG/KG ) ANALYST DATE TIME METHOD REFERENCE
1 - " `e46 , •5i--' .;.; .:�.� .�lEH • •r;. 93/21./.01 1-�: 0.0 .sN
, $4,6�6Q108•. .
RSENIC
• 20 . 00 0 . 2 KM 03/22/01 16 : 00 SW 846=7061A ;:''•' •S.ERCURY • . 0 . 57 0 . 2 KM 03/22/01 16 : 00 SW 846-7471At
ELENIUM • 0 . 91 0 . 1 KM 03/22/01 16 : 00 SW 846-7741A
H ( STD .UNITStAS IS ) 7 . 20 RD 03/21/01 11 : 00 EPA 150 . 1
RGANIC NITROGEN 1 . 01 10100 100 DCH 03/21/01 CALCULATION
OLYBDENUM ND 5 JCM 03/21/01 15: 00 SW 846-60108
•
•
•
•
•
_L' VALUES ARE ON A. DRY WEIGHT BASIS EXCEPT AS NOTED . kat4ehic
I(9 / C-1%" �
' •, . PAUL. C : H . CIIU C . NOR MAN
t N IGPtF S
Our reports and letters are for the exclusive and confidential use'of our clients,and may not be reproduced in whole or in part,nor may any reference be made to the I
work,the results,or the company in any advertising,news release,or other public announcements without obtaining our prior written authorization. Copyright 1977

SITE SUMMARY
•
Davie County
Mocksville, NC •
Site ID: NC-DC-3
Owners Name: Conley Fox
Address: 7286 Riverbend Road
Clairmont, NC 28610 •
Phone: [phone] [phone] _'i►
Operator: Steve Fox
Estimated
Total Applicable Predominant Latitude &
Fields Acres Acres Crop(s) Slope (%) Soil Series Longitude
1 82.5 47 pasture/hay 0-8 Pacolet 35° 47' 03" N
80° 32' 24" W
2. 60 60 pasture/hay 0-8 Pacolet 35° 47' 04" N
80° 32' 22" W_
3 81 .2 81.1 pasture/hay 0-8 Wickham 35° 47' 06" N
80° 47' 08" W
TOTALS 223.7 188.1
Notes:

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COUNTY Rnt,,in ee\ SHEET
SOIL SERIES Pac-b I e.+, £J;c...K ha M3•.

SOIL SCIENTIST REPORT
Davie County/Town.of Mocksville •
Agricultural Use
Land Application of Biosolids
Introduction •
The predominate soil types encountered on the proposed application sites as named by the United
States Department of Agriculture are: Cecil sandy clay loam,Pacolet sandy loam and Wickham fine
sandy loam. Each of the above soil types are excellent soil types for biosolids applications--at
agronomic rates. These soils are upland type soils occurring on-slopes and ridges. They am..well
drained sandy loams, clay loams and loams.
Agronomic Rate
The agronomic rate for biosolids applications is a rate and management practice that is designed to •
provide the amount of nitrogen needed by a crop or vegetation to attain a desired yield while
minimizing the amount of nitrogen that will pass below the root zone of the crop or vegetation to the
ground water' . The agronomic rate will vary based on soil type, crop, soil temperature, soil
moisture, pH and organic matter content as well. Generally speaking, all soils in agronomic
production will benefit from biosolids applications; however, too much of a good thing can be
problematic. One built-in characteristic of biosolids is the fact that they are mostly organic in nature
and slowly release plant available forms of nitrogen into the soil through a process called
mineralization. This natural process aids in protection of water resources by releasing only small
amounts into the soil solution (depending on soil moisture, temperature and pH) over several
months, allowing the crops to utilize it throughout the growing season. By comparison, chemical
fertilizers contain forms of.nitrogen which are readily available and cannot be assimilated by plants
all at once increasing the chances of nitrate migration to groundwater. Another required
management practice to ensure environmental protection is at least a 10 meter buffer zone from
•
surface waters must be maintained on application sites regardless of the soil type.
A brief description of each soil is provided below. The information was derived from the Rowan
County Soil Surveys and verified through field investigations by advancing a hand auger to a depth
of 4 feet. The field hand auger borings are indicated on the site tax maps with x's. Descriptions of
the borings are provided on the enclosed site evaluation sheets. Soil samples were taken from each
field and the analyses are enclosed.
Soils
Cecil
•
The Cecil series is a well drained soil on upland ridges. The surface layer is reddish brown sandy
clay loam 10 inches thick. The subsoil is 46 inches thick. It is red clay in the upper part, and red
clay loam in the lower part. The underlying material to a depth of 62 inches is multicolored

saprolite that has a loam texture.
Permeability is moderate 0.6 - 2.0 inches per hour (upper 10 inches). Depth to bedrock and the
seasonal high water table is greater than 6 feet.
Pacolet
The Pacolet series is a well drained soil and is located on narrow ridges and side slopes. The
• surface layer is yellowish red sandy clay loam 7 inches thick. The subsoil is 29 inches thick. It is
red clay loam in the upper part, red clay in the middle part, and red sandy clay loam in the lower
part. The underlying material to a depth of 60 inches is red and yellowish red saprolite that has a
sandy loam texture.
Permeability is moderate 0.6 - 2.0 inches per hour (upper 7 inches). Depth to bedrock and the
water table is greater than 5 feet. •-. ..
Wickham
The Wickham series consists of very deep, well drained, moderately permeable soils on stream
terraces in the Piedmont and Coastal Plain and marine terraces in the Lower Coastal Plain
terraces. The soil formed in fluvial and marine sediments.
A typical profile consists of a dark brown (7.5YR 4/4) fine sandy loam to a depth of 6 inches.
The lower horizons consist of a reddish brown sandy clay loam that is of moderate medium
subangular blocky structure. Below that it is a yellowish red sandy clay loam of moderate
medium subangular blocky structure. At 50 inches it is a strong brown sandy loam of weak
medium subangular blocky structure.
Permeability is rapid at 2.0 — 6.0 inches per hour (upper'6 inches). Depth to bedrock and the
seasonal high water table is greater than 6 feet.
Summary .:,
This project will provide valuable organic matter and nutrients to the proposed sites without creating
any negative public health or environmental impact. The organic nitrogen in the biosolids is less
likely to cause groundwater pollution than chemical nitrogen fertilizers because available forms of
nitrogen are mineralized slowly over time. All sites are suitable for biosolids applications at
agronomic rates.
David J. Wanucha
Soil Scientist in Training
t' A Plain English Guide to the EPA Part 503 Biosolids Rule. USEPA. EPA/832/R-93/003,
September 1994.

SITE EVALUATION SHEET
- Operator: Conley Fox
• Field #: DC 3- 1 Date: 10/29/1999
Predominate Soil Series: Pacolet series (boring 1)
Evidence of Seasonal High Water Table: None
Depth,Type of Restrictive Zone: None
Slope: 8 - 10%
Field Analysis of Soils
Depth Texture Structure Matrix Color Mottles Color
0-3" sicl g 2.5YR4/3
3-8" cl msbk 2.5YR3/3 5YR6/8
8-48" c ssbk 10R4/8
Legend:
s - sand sil - silt loam
Is - loamy sand sicl - silty clay loam
sl - sandy loam g- granular
• scl - sandy clay loam wsbk-weak subangular blocky
cl - clay loam msbk- medium subangular blocky
c - clay ssbk-strong subangular blocky
Type of Crop: Pasture/Hay
Comments: _

SITE EVALUATION SHEET
Operator: Conley Fox
Field #: DC 3 - 1 Date: 10/29/1999
Predominate Soil Series: Pacolet series (boring 2)
Evidence of Seasonal High Water Table: None
Depth, Type of.Restrictive Zone: None
Slope: 8 - 10%
` _,..,.
Field Analysis of Soils
Depth Texture Structure Matrix Color Mottles Color
0-3" Is g 2.5YR4/3
3-8" scl msbk 2.5YR4/6 5YR6/8
8-48" c ssbk 10R4/8
•
Legend:
s - sand sil - silt loam
Is - loamy sand sicl - silty clay loam
sl - sandy loam g- granular
scl - sandy clay loam wsbk-weak subangular blocky
cl - clay loam msbk - medium subangular blocky
c- clay ssbk-strong subangular blocky
Type of Crop: Pasture/Hay
Comments: -- Extreme SE part of field

SITE EVALUATION SHEET
Operator: Conley Fox
Field #: DC 3 - 1 Date: 10/29/1999
Predominate Soil Series: Wickham series
Evidence of Seasonal High Water Table: None
Depth, Type of Restrictive Zone: None Slight redoxymorphic char.
Slope: 4% •
Field Analysis of Soils
Depth Texture Structure Matrix Color Mottles Color
0-8" sil g 5YR3/3
8-12" sicl msbk 5YR6/6 5YR7/8
12-24" cl msbk 7.5YR7/8 7.5YR7/2 slight
Legend:
s - sand .., sil - silt loam
Is - loamy sand - sicl - silty clay loam
sl -sandy loam g - granular
scl - sandy clay loam wsbk-weak subangular blocky
cl - clay loam. msbk- medium subangular blocky
c - clay ssbk- strong subangular blocky •
Type of Crop: Pasture/Hay
Comments: --

•
SOIL SCIENTIST CERTIFICATION
This is to certify that soil and site evaluations were conducted on the proposed application sites
by SYNAGRO. The soil and site evaluations consisted of hand auger borings of the soils on
the application sites,soil profile descriptions, collection of soil-fertility samples by standarcIsoil
sampling methods,location of property lines,location of residences, location of wells and .
surface water features,identification of all required buffers areas,and generation of application
area maps.
7.
Don H. DeSha,jr., L.S.S. is
No. 1037
S\e*. SOIL selc
O sr" 4.
Y L.

SITE SUMMARY
Mocksville
Davie Co., NC
Site ID: DC3
Owners Name: Conley Fox
Operator: Steve Fox
Address: 7286 Riverbend Rd.
Clairmont,NC 28610
Phone: [phone] or 464-2652
Estimated
Total Applicable Predominant Latitude &
Fields Acres Acres Crop(s) Slope (%) Soil Series Longitude
1 223.7 188.1 Hay/pasture 0-8% Pacolet 35°47' 03" N
80° 32' 24" W
TOTALS 223.7 188.1
Notes:
Date:

wo 1_1•11 u-Xlyftl 1
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O POND 0 minimum ® UNSUITABLE
X x X ' FENCE 0 WELL
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O STORAGE AREA Co SOIL DESCRIPTION ® SUITADL RFOR •
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AERIALRE < <RENCE MAP �ci l7KU
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to of North Carolina
p!
epartment of Environment
and Natural Resources
Division of Water QualityA.41/c1rA. , 1�;
Michael F. Easley, Governor
William G. Ross Jr., Secretary NCDENR
Gregory J. Thorpe, Ph.D., Acting Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
P CE`.VFD
December 19, 2001 N.C. De : s 'j
} . L.r- f
:. 1.
MR. KENNETH N. WINDLEY,JR., COUNTY MANAGER �EC �
DAVIE COUNTY 3 i
POST OFFICE BOX 1045
MOCKSVILLE,NORTH CAROLINA 27028 1
Subject: Permit NP*3616483trii6jAcy Approval
Davie County
Land Application of Residuals from the
Treatment of Wastewater
Davie County
Dear Mr.Windley:
On October 8, 2001, the Division of Water Quality (Division) received a request from Synagro
Southeast, Inc. (Synagro) on Davie County's (County) behalf regarding the above-referenced permit.
Specifically, Synagro described the County's current situation with respect to its residuals land application
program and requested the Division's consideration to approve acreage not presently permitted to receive
residuals by Permit No. WQ0010583, issued on February 29, 1996, for immediate use on an emergency basis
only.
It is the Division's understanding that this request for emergency approval has come about as the result
of several occurrences related to permitting. On January 15, 1999,the Division received an application in which
the County and the Town of Mocksville proposed to combine their respective residuals land application
programs. Several correspondences were exchanged between the Division and Synagro; however,over time and
due to many changes in responsible staff within the Division and Synagro, a final permit was never issued. At
this time, the County and the Town of Mocksville no longer desire to combine their residuals management
efforts, and separate permit renewal/major modification application packages have been or are planned to be
submitted to the Division for review and issuance.
Because of the above-described events, all of the landowners whose properties were approved as part of
the County's residuals land application program have declined to continue their participation. The County now
has a digester full of residuals at the wastewater treatment plant that are in need of land application. In addition
to residuals that have been generated as a result of the daily operations at the plant,the County has entered into a
special order by consent(SOC)with the Division to perform a clean-out of one of the aeration basins at the plant
that has been used historically for residuals storage. Approximately 20 dry tons of residuals are currently being
stored in the digester,while another approximate 1,800 dry tons are stockpiled in the aeration basin.
1617 Mail Service Center,Raleigh,North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper

Synagro's request proposed three land application sites in Rowan County onto which the County's
residuals may be land applied until the renewed/modified permit is issued by the Division. This information is
summarized in the following table and on the attached maps:
Site No. Owner/Operator Total Estimated Comments
Acreage Applicable
Acreage
NC-DC-3-1 Conley C.Fox/Steve Fox 82.5 47.0 Predominant soil series
Pacolet. Zero to eight percent
slopes. Used for fescue crop.
NC-DC-3-2 Conley C.Fox/Steve Fox 60.0 60.0 Predominant soil series
Pacolet. Zero to eight percent
slopes. Used for fescue crop.
NC-DC-3-3 Conley C.Fox/Steve Fox 81.2 81.1 Predominant soil series
Wickham.Zero to eight
percent slopes. Used for
fescue crop.
Total 223.7 188.1
Ms. Ellen Huffman of the Water Quality Section of the Division's Mooresville Regional Office
investigated each of the proposed land application sites and determined that they were all suitable for year-round
residuals land application. Representatives from the Division's Groundwater Section have provided
concurrence of Ms.Huffman's determination.
Under these very special circumstances, the Division-will allow the commencement of emergency land
application activities on the above-listed land application sites. The activities shall be limited to the application
of up to 20 dry tons of residuals that need immediate removal from the digester and up to 1,800 dry tons of
residuals from the aeration basin at the County's wastewater treatment plant (i.e., NPDES Permit No.
NC0024872) and shall occur within 180 days of the date of this correspondence. Prior to the initiation of any
activities associated with the residuals stored in the aeration basin, these residuals shall first be sampled and
analyzed for a toxicity characteristics leaching procedure as well as corrosivity, ignitability, and reactivity and
determined to be non-hazardous in accordance with 40 CFI( Part 261. Also, these residuals shall be sampled
and analyzed separately from the residuals stored in the digester and shall be done so at a frequency of every 60
days as long as land application of these residuals occurs.
Note that all other conditions and limitations of Permit No. WQ0010583, issued on February 29, 1996,
including any additional buffers identified by Ms. Huffman during her September 28, 2001 site inspection shall
be valid and binding to these emergency land application activities. Please pay particular attention to Condition
I. 1., which requires that notification of the appropriate local official and the county manager's office in Rowan
County occur prior to the initiation of the activities. It is also important to note that Condition VI. 7. of the
permit states that Division approval does not preclude the County from complying with any local, state, and
federal regulations that may be applicable to residuals land application. Finally,be aware that this approval is a
one-time occurrence in that Site Nos. NC-DC-3-1, NC-DC-3-2, and NC-DC-3-3 shall not receive additional
residuals once this approval expires unless a formal permit modification is sought from and approved by the
Division. The County is encouraged to renew its permit and to seek the Division's approval of additional
acreage for the subject residuals land application program as soon as possible.
2

If you need additional information concerning this matter, please contact Ms. Shannon Mohr Thornburg
at(919)733-5083, extension 353.
LSince
Gregory J.Thorpe,Ph.D.
cc: Davie County Health Department
Rowan County Health Department
Mr. Griff Cox, Synagro Southeast, Inc.
Ms. Ellen Huffman,Mooresville Regional Office-Water Quality Section
Ms. Chris Greene,Mooresville Re ional Office-Groundwater Section
on
inston-Salem Regional Office-Groundwater Section
Mr. Brian Wootton, Central Office-Groundwater Section
Mr. Brian L. Wrenn,Non-Discharge Compliance/Enforcement Unit
Permit File WQ0010583
3

$ SYNA
VICINITY MAP A Residual,Management Comp
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12 June, 2000 ' •
JUN 1 sE ki .
To: J.R. Joshi MAUStr.
Division of Water Quality
From: Derek Van Lewis
Permits and Compliance Unit
Groundwater Section
Ref: Application for Non-Discharge Permit Consolidation and Modification
Biosolid Residuals Application
Davie Counties
WQ0010583/GW99021
The Groundwater Section is in receipt of and is currently holding the above referenced
application. The applicant's package is mostly complete, but the following items still require
clarification.
The applicant's package is incomplete with regards to the following items:
(1) Application worksheet. The applicant has still not provided PAN calculations with
regards to the total combined waste stream, an accounting for the slow rate of
nitrogen fixation, and the minimum required acreage based on the combined residual
PAN and an approved rate of application for the cover crop type selected for each
site.
(2) For the new sites, the issue of any wells located within 500 feet of the application
area is still not clear. Additionally,no property setbacks/buffers are indicated on the
Conley Fox DC3-1 site map.

•
Memorandum
April 9, 1999
To: Derek Lewis, Permits and Compliance Unit, Groundwater Section, Central
Office, Raleigh
Through: Sherri Knight, Supervisor, GW Section, Winston Salem Regional Office
C r.67
From: Christopher Greene, L.S.S., Hydrogeological Technician, GW Section, WSRO
Subject: Davie County, Land application of biosolids, permit amendment
#WQ0110583GW99021.
On 4/9/99, C. Greene met with Abner Bradd+ y,WQ Section,WSRO to discuss
ramifications of this permit amendment, which entails amalgamation of previously permitted
Davie County and Town of Mocksville (WQ0003351/GW98129).
Mr. Braddy indicated that this permit entails only one modification from the previous
permits, specifically of dropping Max Venable, Site MK2, field 1, with no new acreage as a
whole. He commented that this permit is due to be renewed within the next six months, and at
that time, will be subject to a Water Quality section inspection. He added that in all previous
visits to these fields, good management has been the rule.
Therefore,WSRO GW Section supports granting of this amendment.
PO S)� 1 Date zwo,/09 peg s�
To FromrU11,/�13 l G►-�e^z—
coJDept.6 w/ co. �T s' 0( ,
Phone# Phone#y��-?7/-yG1vS
Fax#5 ((1_7 —D 03 Fax#.3 — 77/'

DIVISION OF WATER QUALITY
GROUNDWATER SECTION
R-cr-"Ir7D
L. ?) l9 >^� N.0
FEB 1 1 i999
MEMORANDUM
'em
TO: 5Le6CPi frAiIc)L1T
SA I2 wi Regional Office
FROM: 1.n.e tC G e to s
SUBJECT: Application for Permit Renewal,
New Permit Repair/Alteration of Exist HJ Disposal System[DE
COMMENTS: 1�` lac'So 'n I Cc-A-stir,o otA a s pQ/2-ty, f 14-i1 l+
kte,c-ksofie & 3351
Facility Name: /0 v i F G'w1)/
County: ergc11
Type of Project: S "-ckea..e I At 19
a d
APPLICABLE PERMIT NO.siark OCi /c, S-83 OP '7? G 0 j y
DEH ANIMAL WASTE 160
-v CA.
EPA(CONST. GRANTS) A to C C'1 ' r, v`
The Groundwater Section has received ONLY ONE(1)copy of the referee JywAi,
application should have been sent to your Regional Water Quality Sul W "
your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGID �. AIR (IOW.
The Groundwater Section has received ONLY ONE(1)copy of the referem 'F•-�' on. copy of the
application should have been sent to ,DEH's Regional Soil Specialist,so please use
that copy for your review - IF A COPY HAS NOT BEEN RECEIVED IN THE REGIONAL OFFICE,PLEASE
LET ME KNOW.
Th• ' ' • • :•• s F") .r ire copy �sp u agm
docume
Please review the appli tion materials for corn ten)
en . If you feel additional information is necessary,please let
me know no later than ,.2-3/ IS, . A copy of any formal request for additional information will be
forwarded to you.
"t" '':4 • al information to complete your review,please provide your final comments by
/itex, c l., 3t t 1 S, If you request and/or receive additional information,your final comments are
no later than 14 da r you receive the additional information.
\9-98TRAN.SHL(rev. 9/29/98)

cc: Permits and Engineering /6/1— M-Zri qe u��T
County Health Dept.
Central Files
WSRO
,IV SOC PRIORITY PROJECT:
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: (Joni Cardin)
Date: November 6, 1998
NON DISCHARGE STAFF REPORT AND RECOMMENDATION
County Davie
Permit No. WQ0003351
PART I - GENERAL INFORMATION
1. Facility and Address: Mr. Terry Bralley
Town Manager
Town of Mocksville
171 Clement Street
Mocksville, N.C. 27288
2. Date of Investigation: November 4, 1998
3. Report Prepared by: Abner Braddy
4. Telephone Number:
Jerry Byerly, Town of Mocksville [phone]
Environmental Waste Recycling, Inc. [phone]
5. Directions to Site: See attached maps.
6. Size, topography, USGS Quad No., well locations, watershed information, etc.: See
attached sheets for more detailed descriptions of the individual land application sites.

Part II -'DESCRIPTION OF WASTES AND TREATMENT WORKS
10/
1. a. Volume: 0.930 MGD (Design Capacity of both Bear Creek and Dutchman's
Creek WWTPs.
Residuals: 60 dry tons per year
b. Pretreatment Program (POTWs only):
in development_ approved X
should be required_ not needed_
2. Treatment Facilities:
a. What is the current permitted capacity of the facility?
Bear Creek (NC0050903) - .250 M.G.D.
Dutchman's Creek (NC0021491) - .680 MGD
b. What is the actual treatment capacity of the current facility(design volume)?
Same as above.
c. Please provide a description of existing or substantially constructed wastewater
treatment facilities:
Bear Creek - Bar screen, grit chamber, aeration ditch, clarifier, chlorination,
dechlorination, sludge holding tank, sludge drying beds.
Dutchman's Creek - Existing parallel 0.34 MGD units, consisting of influent lift
station, flow splitter box, twin bar screens, twin grit chambers, flow
measurements, twin aeration basins, twin clarifiers, twin chlorine contact
chambers with gas chlorination and aeration, a sludge digester, and sludge drying
beds.
3. Residuals handling and utilization/disposal scheme:
WQ0003 3 51
a. If residuals are being land applied, please specify DWQ Permit No. WQ0003351.
Residuals Contractor EWR, Inc.
Telephone No. [phone]
b. Residuals stabilization: PSRP X PFRP
Other
c. Landfill:
d. Other disposal/utilization scheme (Specify):

PART IV - EVALUATION AND RECOMMENDATIONS
This renewal application is for 47.5 acres. 12.3 acres contained in the previous permit are
being dropped at the request of the landowner. That site is:
1
The region recommends the remaining sites be renewed, with conditions as stated in the
previous permit.
Signature of report preparer
Water iality Regional Supervisor
//-/o - f
Date

TOWN OF MOCKSVILLE
LAND APPLICATION SITES
PERMIT NO. WQ0003351
(1) Landowner/Site Number
Clarence Rupard/MKI
(2) Directions to Fields
See site maps and/or application package.
(3) Field Information:
Field Applicable Acres Crops
1 4.10 Fescue
2 6.90 Fescue
(4) Watershed Information: U.T. Dutchman's Creek
Classification: C
Subbasin: 03-07-05
Quad No. Name: D16 NE Mocksville
D16 SE Cooleemee
(5) Recommendations/Comments
The region recommends approval of each of the fields, with buffers as stated in the
application package.

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SITE LOCATION MAP
1" = 2.4 MILES
CLARENCE RUPARD .
MK1 (1 & 2) • . .
. .
- .

TOWN OF MOCKSVILLE
LAND APPLICATION SITES
PERMIT NO. WQ0003351
(1) Landowner/Site Number
Alice Seaford/MK 4
(Jeff Smith, Operator)
(2) Directions to Fields
See site maps and/or application package.
(3) Field Information:
Field Applicable Acres Crops
1 3.60 Small grain
2 8.00 Small grain
3 6.40 Small grain
(4) Watershed Information: Bear Creek
Classification: WS IV
Subbasin: 03-07-06
Quad No. Name: D16 SE/Cooleemee
(5) Recommendations/Comments
The region recommends approval of each of the fields, with buffers as stated in the
application package.

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
February 18, 1999
MEMQBAIiD11M
TO: Joni Cardin, Non-Discharge Permits&Engineering
THROUGH: Larry Coble, WQ Supervisor, WSRO
FROM: Abner Braddy, WQ, WSRO
SUBJECT: WQ0010583
Permit Modification
County of Davie Land Application
Davie County
Please accept this as the Region's recommendation that the subject permit modification
request be granted.
As you know, the permit modification will incorporate the fields currently permitted to the
Town of Mocksville(WQ0003351) into Davie County's existing permit. As the Town currently
contract operates the County's wastewater treatment plant, and as aerobic digestion is probably
superior to caustic as a method of stabilization, the overall program should benefit from
consolidation of the permits. Environmental Waste Recycling handles the actual land application
of the programs for both of the permittees, and thus, is familiar with all of the sites involved.
Attached,you will find a copy of a staff report dated November 6, 1998. The report
provides information on the fields currently permitted under the Mocksville permit, which will
become the"new" fields in Davie County's permit.
Call should you have questions.
cc:
Central Files

cc: Permits and Engineering 47.- gs� rf % '/T
County Health Dept.
Central Files
SOC PRIORITY PROJECT: _.
If Yes, SOC No.
To: Permits and Engineering Unit
Water Quality Section
Attention: (,Joni Cardin 1
Date: November 6, 1998
NON DISCHARGE STAFF REPORT AND RECOMMENDATION
County Davie
Permit No. WQ0003351
PART I - GENERAL INFORMATION
1. Facility and Address: Mr. Terry Bralley
Town Manager
Town of Mocksville
•
171 Clement Street
Mocksville, N.C. 27288
2. Date of Investigation: November 4, 1998
3. Report Prepared by: Abner Braddy
4. Telephone Number:
Jerry Byerly, Town of Mocksville(336) 751-2635
Environmental Waste Recycling, Inc. [phone]
5. Directions to Site: See attached maps.
6. Size, topography, USGS Quad No., well locations, watershed information, etc.: See
attached sheets for more detailed descriptions of the individual land application sites.

Part II - DESCRIPTION OF WASTES AND TREATMENT WORKS
I. a. 'Volume: 0.930 MGD(Design Capacity of both Bear Creek and Dutchman's
Creek WWTPs.
Residuals: 60 dry tons per year
b. Pretreatment Program(POTWs only):
in development_ approved X
should be required_ not needed_
2. Treatment Facilities:
a. What is the current permitted capacity of the facility?
Bear Creek(NC0050903) - .250 M.G.D.
Dutchman's Creek(NC0021491) - .680 MGD
b. What is the actual treatment capacity of the current facility(design volume)?
Same as above.
c. Please provide a description of existing or substantially constructed wastewater
treatment facilities:
gear Creek-Bar screen, grit chamber, aeration ditch, clarifier, chlorination,
dechlorination, sludge holding tank, sludge drying beds.
Dutchman's Creek-Existing parallel 0.34 MGD units, consisting of influent lift
station, flow splitter box, twin bar screens,twin grit chambers, flow
measurements,twin aeration basins, twin clarifiers, twin chlorine contact
chambers with gas chlorination and aeration, a sludge digester, and sludge drying
beds.
3. Residuals handling and utilization/disposal scheme:
WQ000335 1
a. If residuals are being land applied, please specify DWQ Permit No. WQ0003351.
Residuals Contractor EWR. Inc.
Telephone No. [phone]
b. Residuals stabilization: PSRP X PFRP
Other
c. Landfill:
d. Other disposal/utilization scheme (Specify):

PART IV - EVALUATION AND RECOMMENDATIONS
This renewal application is for 47.5 acres. 12.3 acres contained in the previous permit are
being dropped at the request of the landowner. That site is:
Max Venable, Site MK2, Field 1
The region recommends the remaining sites be renewed, with conditions as stated in the
previous permit.
6A/1.
Signature of report preparer
. Ch' -t"--
Water tality Regional Supervisor
• /J-Jo- fdl
Date

TOWN OF MOCKSVELLE
LAND APPLICATION SITES
PERMIT NO. WQ0003351
(1) Landowner/Site Number
Clarence Rupard/MK 1
(2) Directions to Fields
See site maps and/or application package.
(3) Field Information:
Field Applicable Acres Crops
I 4.10 Fescue
2 6.90 Fescue
(4) Watershed Information: U.T. Dutchman's Creek
Classification: C
Subbasin: 03-07-05
Quad No. Name: D 16 NE Mocksville
D 16 SE Cooleemee
(5) Recommendations/Comments
The region recommends approval of each of the fields, with buffers as stated in the
application package.
•

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CLARENCE RUPARD
MK1 (1 & 2)

TOWN OF MOCKSVILLE
LAND APPLICATION SITES
PERMIT NO. WQ0003351
(I) Landowner/Site Number
John Garwood/MK 3
(2) Directions to Fields
See site maps and/or application package.
(3) Field Information:
Field Applicable Acres Crops
1 13.50 Fescue
(4) Watershed Information: Dutchman Creek/Leonard Creek
Classification: C
Subbasin: 03-07-05
Quad No. Name: D16 NE Mocksville
(5) Recommendations/Comments
The region recommends approval of this field, with buffers as stated in the application
package.

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JOHN GARWOOD
MK3 11)

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TOWN OF MOCKSVILLE
LAND APPLICATION SITES
PERMIT NO. WQ0003351
(1) Landowner/Site Number
Alice Seaford/MK 4
(Jeff Smith, Operator)
(2) Directions to Fields
See site maps and/or application package.
(3) Field Information:
Field Applicable Acres Crops
1 3.60 Small grain
2 8.00 Small grain
3 6.40 Small grain
(4) Watershed Information;Bear Creek
Classification: WS IV
Subbasin: 03-07-06
Quad No. Name: D 16 SE/Cooleemee
(5) Recommendations/Comments
The region recommends approval of each of the fields, with buffers as stated in the
application package.

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TOWN OF MOCKSVILLE
LAND APPLICATION SITES
PERMIT NO. WQ0003351
(1) Landowner/Site Number
Town of Mocksville/MK 5
(2) Directions to Fields
See site maps and/or application package.
(3) Field Information:
Field Applicable Acres Crops
1 5.0 Small grain
(4) Watershed Information: Bear Creek
Classification: WS IV
Subbasin: 03-07-06
Quad No. Name: D16 SE/Cooleemee
(5) Recommendations/Comments •
The region recommends approval of the field, with buffers as stated in the application
package.

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TOWN OF MOCKSVILLE ��� i _ :—
r

ate of North Carolina •
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary NCDENR
A. Preston Howard, Jr., P.E., Director NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
January 20, 1999 R F T r f
N.C. C :HNR
Mr. Kenneth N. Windley,Jr.
County of Davie JAN 2 6 1999
261 Chaffin Street
Mocksville,North Carolina 27028 Winston-Salem
Regional Office
Subject: Application No. WQ0010583
County of Davie
Sludge-Land Application
Davie County
Dear Mr. Windley:
The Division's Permits and Engineering Unit acknowledges receipt of your permit application and
supporting materials on January 15, 1999. This application has been assigned the number listed above.
Your project has been assigned to Ms.Joni Cardin for a detailed engineering review. Should there be any
questions concerning your project, the reviewer will contact you with a request for additional information.
Be aware that the Division's Regional Office,copied below,must provide recommendations from the
Regional Supervisor or a Procedure Four Evaluation for this project,prior to final action by the division.
If you have any questions, please contact Ms. Joni Cardin at 919/733-5083 ext. 509 .If the engineer is
unavailable, you may leave a message on their voice mail and they will respond promptly.
PLEASE REFER TO THE ABOVE APPLICATION NUMBER WHEN MAKING INQUIRES ON
THIS PROJECT.
Sincerely,
ivlr. Kim H. Colson,P.E.
Supervisor,Non-Discharge Permitting Unit
•
cc: iiiiiiiimisbmwegoomillPillammisiewhic
EWR,Inc.
-Z�Z -fI
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]_ ,
An Equal Opportunity Affirmative Action Employer 50%recycled/10%post-consumer paper if� ,

DIVISION OF ENVIRONMENTAL MANAGEMENT
GROUNDWATER SECTION
March 20, 1995 RECEIVED
N.C. Dept. of EHNR
MEMORANDUM
MAR 2 8 1995
To: Carolyn McCaskill • , . Y1,
Through: Bob Cheek (-A,/
From: Cindy Boyles C 0-16
Subject : Davie County Wastewater Treatment Plant
Sludge Land Application of Wastewater Residuals
Davie County
WQ0010583/GW95041
(Randy Kepler: DEM SERG Engineer)
The Groundwater Section has reviewed the subject permit
application for the operation of a wastewater residuals land
application program consisting of approximately 60 dry tons per
year of residuals from the Davie County Wastewater Treatment Plant.
to be spread on a total of 177 . 2 acres in fields in Rowan and Davie
counties . The Groundwater Section recommends issuance of the
permit with the following conditions :
1 . Any groundwater quality monitoring, as deemed necessary
by the Division, shall be provided.
2 . The COMPLIANCE BOUNDARY for the disposal system is
specified by regulations in 15A NCAC 2L, Groundwater
Classifications and Standards . The Compliance Boundary
for the disposal system constructed 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) .
In accordance with 15A NCAC 2L, a REVIEW BOUNDARY is
established around the disposal systems midway between
the Compliance Boundary and the perimeter of the soil
disposal area. Any exceedance of standards at the Review
Boundary shall require remediation action on the part of

Memorandum
March 20, 1995
Page 2
the permittee .
3 . No land application of waste activities shall be
undertaken if the seasonal high water table is less than
three (3) feet below land surface .
If there are any questions, please let me know.
Attachments '
cc :
Central Files
Permit Files
GW95041 . ISS

• 1 /DAVIE GO: WWTP
�•a :.� it I •. • WQ0010583/GW95041
cl • l ��' �. ROWAN EOUNTY
19l1 10�1 ♦�
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43

MEMORANDUM
February 28, 1995
To: Cindy Boyles, Permits and Compliance, Groundwater Section, Central Office,
Raleigh
Through: Sherri Knight, Supervisor, Groundwater Section, WSRO 5/4
From: Shuying Wang, Hydrogeological Technician, Groundwater Section, WSRO
Subject: County of Davie WWTP, Sludge Land Application, Applicable Permit
Number: WQ0010583 and GW95041
On February 28, 1995, Shuying Wang, Groundwater Section, and Bill Justice, Water
Quality Section, Winston-Salem Regional Office met with Eric Blankenship, Environmental
Water Recycling, Inc. to inspect candidate fields for sludge application.
The soil information provided in the application has been found to be in good
agreement with field observations noted in this inspection, which utilized a hand auger to
corroborate the consultant's profiles.
All candidate fields are very good sites for sludge applications at agronomic rates.
The soils are deep and well drained on upland and upland slopes and ridges. The land slopes
range from 2 to 8 percent in Field #DC2-1 and only 2 to 6 percent in three other fields.
Also, vegetative cover has been developed very well. The soil profiles showed 3 to 4 inch
topsoil, fine sandy to sandy loams. Below the topsoil, the subsoils were defined as 6 to 10
inch sandy clay loam to clay loam, then medium subangular blocky clay was identified until
about 48 inches, in depth. The high seasonal water table and bedrock should be greater than
6 feet, in depth according to the Soil Survey.
The bottom line is that these proposed sites possess favorable soil, geomorphologic,
and hydrogeologic characteristics for sludge application. As long as all houses, woods, and
natural drainage are buffered out as indicated in the application, Groundwater Section should
have no objections.

U.S. Postal Service
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flI Totr
Mr William J SpiveySyngro Southeast
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N Inc
strew 622OA Hackers Bend Ct
or PC Winston Salem NC 27103
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•
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