WQ0001800_Non-Discharge Inspection Report Form_20201125

North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Section
NON -DISCHARGE COMPLIANCE INSPECTION REPORT
CLASS B RESIDUALS LAND APPLICATION
General Information
Facility Name: Yadkinville WWTP County: Yadkin
Permit No.: WQ0001800
Owner: Town of Yadkinville
Plant ORC Name: Grant Trivette
Permit Issuance Date: 09/10/20
Permit Expiration Date: 02/28/22
Telephone No.: 336-397-7619
LA ORC / Contract Company: Alex Fox - Synagro Telephone No.: 336-703-8681
Other Contact(s): Telephone No.:
Facility Location (address, gps or directions): 1620 Fred Hinshaw Road Yadkinville
Reason for Inspection
® ROUTINE ❑ FOLLOW-UP ❑ COMPLAINT ❑ PERMITTING ❑ Other:
Comments (attach additional pages as necessary)
On site at WWTP at 10:10 AM. Met with Alex Fox, Synagro. Two tankers(6,200-gallon tankers
numbers 53-471 and 53-566). Left WWTP and travelled out to the Kenneth Hobson property
(NC-YK-33-02) at 10:30 AM.
Arrived at application field (NC-YK-33-02). A rain guage was observed in the field. Sign was visible
on the fence. Inspected the field. The terrain was slightly hilly with the slopes ranging from 2% to
6%. The solids content in the residuals was 1.58%. The field was properly flagged. No runoff or
ponding of residuals from previous spreading was observed. One 4,200 gallon truck spreader
(Number 520231) was applying residuals. The O&M plan and the permit were present. The O&M
plan was adequate. Each truck and tanker had an O&M plan and maps. The residual spreading was
good. No additional run off or ponding was observed. Proper buffers were maintained. Observed
transfer of residuals from tankers to the spreader truck. No problems. Left application field at
11:20 PM. Travelled back to WWTP
At WWTP observed loading of from the 250,000 gallon sludge tank. No spillage or staining of the
asphalt or tracking of residuals out of the WWTP observed. Discussed operations at the WWTP.
Left WWTP at 11:45 AM.
Is a follow-up inspection necessary? ❑ Yes ® No
Primary Inspector: Jim Gonsiewski Secondary Inspector:
Date of Inspection: 11/09/2020 Entry Time: 10:25 AM Exit Time: 11:45 PM

Non -Discharge Compliance Inspection Report
Residuals Generating Facility
Was the residuals generating facility inspected? ® Yes ❑ No
Residuals Storage:
Describe storage: One 250,000 gallon sludge tank.
Number of days/weeks/months of storage:
Residuals Sampling: Y N NA NE
Is sampling adequate and representative for each sample type? ® ❑ ❑ ❑
Describe Sampling (Pathogens, VAR, Nutrients/Metals, TCLP): TCLP, metals/nutrients, pathogens, vectors
Transport Vehicle:
Is transport occurring at time of inspection?
Are necessary records (spill plan) present in vehicle? ID of observed vehicte(s): 520231, 51-471, 51-566
Record Keeping and Reporting Information:
Is current permit and prior annual reports available upon request?
Has the facility been free of public complaints for the last 12 months?
TCLP analysis conducted and results available? Frequency? ® 1/yr or ❑ 1/permit cycle
Residuals metals and nutrient analysis conducted? Frequency? 1 /Yr (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?
Are soil sample results available?
Did soil results call for lime amendment? If so, are there records of application? Yes
Soil results indicate that Cu & Zn indices are <3,000 (ideally <2,000)?
Soil results indicate Na <0.5 meq/100 cm3, and Exchangeable Sodium Percentage (ESP) <15%?
Does the permit require groundwater monitoring?
Are groundwater lab results present?
There are no 2L GW standard violations indicated in the lab results?
X
N NA NE
O 00
N NA NE
00
O 00
O 00
O 00
O 00
DOM
O 00
O 00
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O 00
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O 00
O 00
O 00
O ® ❑
O
Pathogen and Vector Attraction Reduction Records
Pathogen Reduction:
Which Alternative was used to demonstrate compliance? Y N NA NE
® Alternative 1 Fecal Coliform Density.
Were 7 samples collected and geometric mean <2 million mpn/cfu? X❑ ❑ ❑ ❑
❑ 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
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)?
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Y N NA NE
Ill
O 000

Non -Discharge Compliance Inspection Report
Vector Attraction Reduction:
Select which Option was used to demonstrate compliance and complete answer associated questions.
® Option 1 - 38% Volatile Solids Reduction Y N NA NE
Are lab results and calculations present? I]
Was the reduction on volatile solids (not total solids)? NODE
Were samples collected at correct locations? X❑ ❑ ❑ ❑
(beginning of digestion process & before land application)
Was there a >38% reduction? ® ❑ ❑ ❑
❑ Option 2 - 40-Day Bench Scale Test Y N NA NE
Were residuals from an anaerobic digester with average temp. 30°C — 40°C? ❑ ❑ ❑ ❑
Are lab results and calculations present? ❑ ❑ ❑ ❑
Was the test anaerobically digested in lab, and test run for 40 days? ❑ ❑ ❑ ❑
Was the lab bench -scale test done between 30°C (86°F) and 37°C (99°F)? ❑ ❑ ❑ ❑
Was the reduction of on volatile solids (not total solids)? ❑ ❑ ❑ ❑
Was the reduction less than 17%? ❑ ❑ ❑ ❑
❑ Option 3 - 30-Day Bench Scale Test Y N NA NE
Were residuals from aerobic digestion? ❑ ❑ ❑ ❑
Are lab results and calculations present? ❑ ❑ ❑ ❑
Were residuals 2% or less total solids? ❑ ❑ ❑ ❑
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? ❑ ❑ ❑ ❑
Was the test done at 20°C (68°F)? ❑ ❑ ❑ ❑
Was the reduction of on volatile solids (not total solids)? ❑ ❑ ❑ ❑
Was the reduction less than 15%? ❑ ❑ ❑ ❑
❑ Option 4 - Specific Oxygen Uptake Rate (SOUR Test) Y N NA NE
Were residuals from aerobic digestion? ❑ ❑ ❑ ❑
Were residuals <2% total solids (dry weight basis) (not diluted)? ❑ ❑ ❑ ❑
Was the test done between 10°C (50°F) and 30°C (86°F)? ❑ ❑ ❑ ❑
Was the temperature corrected to 20°C (68°F)? ❑ ❑ ❑ ❑
Was the sampling holding time <2 hours? ❑ ❑ ❑ ❑
Was the test started within 15 minutes of sampling or aeration maintained? ❑ ❑ ❑ ❑
Was the SOUR equal to or less than 1.5 mg of oxygen per hour per gram of
total residual solids (dry weight basis)? ❑ ❑ ❑ ❑
❑ Option 5 - 14-Day Aerobic Process Y N NA NE
Were the residuals from aerobic digestion? ❑ ❑ ❑ ❑
Was the average residuals temperature higher than 45°C (113°F)? DEEE
Were the residuals treated for 14 days and temperature maintained higher
than 40°C (104°F) for the 14-day period? ❑ EEE
❑ 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
(i.e. 24 hours total) without the addition of more alkali? ❑ ❑ ❑ ❑
Was the pH corrected to 25°C (77°F) (by calculation, NOT auto correct)? ❑ ❑ ❑ ❑
❑ Option 7 - Drying of Stabilized Residuals Y N NA NE
The residuals do not contain unstabilized residuals? ❑ ❑ ❑ ❑
Were the residuals mixed with any other materials? ❑ ❑ ❑ ❑
Were the residuals dried >75% total solids? ❑ ❑ ❑ ❑
❑ Option 8 - Drying of Unstabilized Residuals Y N NA NE
Were the residuals mixed with any other materials? ❑ ❑ ❑ ❑
Were the residuals dried >90% total solids? ❑ ❑ ❑ ❑
❑ Option 9/10 — Injection/ Incorporation of Residuals (Not commonly used - See White House Manual)
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Non -Discharge Compliance Inspection Report
Land Application Site(s)
Were application site(s) inspected? If so, please list Site ID(s) below.
Application Site ID(s): NC-YK-33-02
® Yes ❑ No
Is application occurring at the time of inspection? ® Yes ❑ No If no, note the date of the last event:
Was the Division notified of the application event(s)? ® Yes ❑ No
Weather Conditions:
Sunny ❑ Partly Cloudy ❑ Cloudy
❑ Windy (wind direction: ) ❑ Breeze
® No Precipitation ❑ Drizzle ❑ Rain
Is there a rain gauge onsite? ® Yes ❑ No
Weather Notes (i.e. Significant Changes, Forecasts, etc):
❑ Stormy
(If applicable, precipitation measurement: )
❑ Overcast
® Calm
❑ Cloudburst
Temp. (° F): ❑ <32 ❑ 32 — 40 ❑ 40 — 60 ® 60 — 80
Permit and Spill Plan onsite during application? ® Yes ❑ No
❑ >80
Application Observations: [Type of application: ® Liquid ❑ Cake ❑ Other
Application Site —Field ID(s): NC-YK-33-02 (Field 1)
Intended Crop: Fescue _ PAN Requirement:
Application Rate (tons or gallons/acre): 15,000 gallons/acre
Nutrient Content: 1.58%
lbs/ac
% of total field area utilized or anticipated for this event? 100
Application occurring at time of visit: ® Yes ❑ No
Application Method: ® Surface ❑ Incorp/Injection
Incorporation/Injection during visit: ❑ Yes ❑ No ® N/A
Vegetative Buffer description: ❑None ®Grass ['Crop ❑ Shrub
®Tree ❑ Other
Current Field Conditions:
❑ Bare ❑ Stubble ❑ Planted (crop) ® Pasture
Soil Condition:
® Dry ❑ Moist ❑ Wet ❑ Saturated
❑ Not -Frozen ❑ Frost ❑ Frozen ❑ Snow -Covered
Slope: ❑ 0-3% ® 3-6% ❑ 6-10% ❑ 10-18% ❑ >18%
Odor: ® None ❑ Mild ❑ Moderate ❑ Strong
Vectors: ® None ❑ Few ❑ Many ❑ Excessive
Application Details: Y N
Application areas clearly marked? ig 0
Application within authorized area? IX 0
Application method appropriate? �( ❑
Application is even (no ponding)? ❑
Sufficient setbacks from wells/residences? g ❑
Sufficient setbacks from surface waters? ❑
Slopes >10% avoided (Surface App.) ? �[ ❑
Slopes >18% avoided (Incorp/Inject) ? ❑ ❑
Incorp./Injection within time -frame? 0 0
Biosolids visible on surface? ® ❑
Site Restrictions
Public access is restricted / Signage present?
Grazing restrictions are met?
Transfer of biosolids is in permitted area?
No evidence of shallow GW?
Sufficient timing for harvest restrictions?
Off Site Transport
Tracking is prevented?
Biosolids run-off is prevented?
Windblown biosolids prevented?
Vegetative buffers exist?
Y N
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N ❑
Z ❑
Y N
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NA NE
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111
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NA NE
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NA NE
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Application Site —Field ID(s):
Intended Crop: - PAN Requirement: lbs/ac
Application Rate (tons or gallons/acre):
Nutrient Content:
% of total field area utilized or anticipated for this event?
Application occurring at time of visit: ❑ Yes ❑ No
Application Method: ❑ Surface ❑ Incorp/Injection
Incorporation/Injection during visit: ❑ Yes ❑ No ❑ N/A
Vegetative Buffer description: ❑None ['Grass ['Crop ❑ Shrub
['Tree ❑ Other
Current Field Conditions:
❑ Bare ❑ Stubble ❑ Planted (crop) ❑ Pasture
Soil Condition:
❑ Dry ❑ Moist ❑ Wet ❑ Saturated
❑ Not -Frozen ❑ Frost ❑ Frozen ❑ Snow -Covered
Slope: ❑ 0-3% ❑ 3-6% ❑ 6-10% ❑ 10-18% ❑ >18%
Odor: ❑ None ❑ Mild ❑ Moderate ❑ Strong
Vectors: ❑ None ❑ Few ❑ Many ❑ Excessive
Application Details:
Application areas clearly marked?
Application within authorized area?
Application method appropriate?
Application is even (no ponding)?
Sufficient setbacks from wells/residences?
Sufficient setbacks from surface waters?
Slopes >10% avoided (Surface App.) ?
Slopes >18% avoided (Incorp/Inject) ?
Incorp./Injection within time -frame?
Biosolids visible on surface?
Site Restrictions
Public access is restricted / Signage present?
Grazing restrictions are met?
Transfer of biosolids is in permitted area?
No evidence of shallow GW?
Sufficient timing for harvest restrictions?
Off Site Transport
Tracking is prevented?
Biosolids run-off is prevented?
Windblown biosolids prevented?
Vegetative buffers exist?
Y N NA NE
O 000
O 000
O 000
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O 000
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O 000
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O 000
Y N NA NE
O 0171171
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Y N NA NE
O 000
O 000
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