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MICHAEL S.REGAN N.n
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LINDA CULPEPPER NORTH CAROLINA r�k,r:,..TRIiI,I ^�
Director Environmental Quality -}-^t Y^
1".1.c-1n lal OFFICE
October 18, 2019
W Robert Livingston
Turnbull Company Farms, LLC
2019 Dowd Dairy Rd
White Oak,NC 28399
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS090107
Turnbull Company Farms, LLC
Animal Waste Management System
Bladen County
Dear W Robert Livingston:
The Division of Water Resources (Division)received your sludge survey information on
September 20,2019. With the survey results, you requested an extension of the sludge survey
requirement for Lagoon `2 - east' at the Turnbull Company Farms, LLC facility. Due to the
amount of treatment volume available, and the rate of sludge accumulation for the lagoon, the
Division agrees that a sludge survey is not needed until December 31,2024.
The next sludge survey for Lagoon `2 east' at Turnbull Company Farms, LLC should be
performed before December 31, 2024. Please retain this letter and keep it with your farm records
for reference.
Please call me at(919) 707-3705 if you have any questions.
Sincerely,
722171ZV
Heath C. Robinson
Animal Feeding Operations Program
cc: Fayetteville Regional Office, Water Quality Regional Operations Section
Permit File AWS090107
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Sludge Survey Evaluation Form Today's Date 10/18/2019
Facility# 090107
Owner: Robert Livingston
Lagoon ID 2 East
Sludge Survey Received: 9/20/2019
Sludge Survey Performed: 12/27/2018
Sludge Depth(Row 0): (ft) 1.8
Existing Treatment Depth(Row P): (ft) 4.60
Start Date: 4/26/1994
Facility age at time of survey:(yr) 25
Average Sludge Accumulation(ft/yr): 0.07
Requested Extension: (yr) 5
Requested Due Date 2024
II I
Sludge Accumulation during extension period: (ft) 0.36
Treatment Depth Available after Extension:(ft) 4.24
Sludge level OK? YES
Ratio Estimates Based on Depth EXISTING EXEMPTION
Ratio of Sludge layer to total trmt depth 0.28 0.34
Ratio of Sludge depth OK? YES
EXISTING EXEMPTION
Average Sludge layer thickness(T) 1.8 2.16
Depth of the lagoon from top of bank to bottom soil surface (D) 10.7 10.7
Slope=Horizontal/vertical side slope(S) 3 3
Length at the top of inside bank(L) 269 269
Width at the top inside slope(W) 271 271
Thickness of existing liquid treatment zone(Y) 4.60 4.24
Length at midpoint of sludge layer(Lm)=L-2S(D-(T/2)) 210.20 211.29
Width at midpoint of sludge layer(Wm)=W-2S(D-(T/2)) 212.20 213.29
Volume of sludge(Vs)=Lm*Wm*T 80287.99 97551.27
Volume in gallons(Vsg)=Vs*7.481 600634.47 729683.52
Thickness of total treatment zone(Z)=T+Y 6.40 6.40
Length at midpoint of total treatment zone(Lz)=L-2(S)(D-(Z/2)) 224.00 224.00
Width at midpoint of total treatment zone(Wz)=W-2(S)(D-(ZJ2)) 226.00 226.00
Volume of total treatment zone(Vz)=Lz*Wz*Z 323993.60 323993.60
Ratio(R)of sludge layer volume to total trmt volume 0.248 0.301
Sludge Volume Ratio OK? YES
Maximum extension until end of permit cycle
Next survey to be done: (calendar yr) 12/31/2024
Notification letter mailed: 10/18/2019